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HomeMy WebLinkAboutSUBMITTED PAPEROFFICE'USE QNLX: DATE FILED PLAN REVIEW FEE: 37 00 RECEIPTNO.: PERMITNUMBER: CONCURRENCY FEE • RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT Q ]"� BUILDING & CODE REGULATIONS DIVISION c 2300Virginia Avenue /�I SCANNED Ft. Pierce, FL 34982-5652 r/ )m T BY 772462-1553 L'h7r�, St. Lucie County �3)eren , 4 S APPLICATION for BUILDING PERMIT -x,,A e(e C� ERTCATE of CAPACITY/ZONING COMPLIANCE %eb• _ y PROJECT INFORMATION0q]•,3 Ci-E-y 3Y44 -. �]„9po Setvirt Trl_ Cl-wve . 1. LOCATION/SITE /i ADDRESS: / 2. PROJECT NAME: VOLE�A/A/r. RVS PLANNAME: ¢ AIA6f 460 d 6k a 3. PROPERTY TAX ID4: 000^/ 4. LEGAL DESCRIPTION (attach extra sheets if necessary): f,EE .47r4M45P _ Pear/ON OrG 22 Gr U-/ llwa UQ R/O(m PIAr Nei. 2 5. PLAT BOOK Z!�e 6. PAGE NO. S St1 ,E7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): S�440LOTDIMENSIONS: �S6.80x'�6�i�.6Pi�r %3/•3/�c 5/2, /7 `x 5T5.9�'�r 323• 05 r 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: COWfroeUL? OPEN LcG'U//Pr eW- JWf Fl-TER 11a11W C I1. SETBACKS (ACTUAL) FRONTf3k$ f BACK: Wl RIGHT SIDE:/O/ 5.3 ' LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) �Q NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: G61(//P/1?EA/T .If/EGZE� ��77 14. SQ. FT OF CONSTRUCTION: I�, 250 fj 15. SF. FT 1st FLOOR 16. VALUE OF CONSTRUCTION: $ 2`t `7, 223 !� The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar Types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 625/09 n M J OWNER INFORMATION NAME: CITY: AAMI 6�17Y STATE: Ale ZIP: A/ PHONE (DAYTIME): r" I 0 73 -601M Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: : momms CITY: PHONE (DAYTIME): L_) CONTRACTOR INFORMATION ST. ofFL REG.CERT #: GVCi 0130 BUSINESS NAME: QUALIFIERS NAME: STATE: 0 ST. LUCIE COUNTY CERT #: V -) 1 ADDRESS: rP. O • BOX 1A6 CITY: STATE: .CL ZIP: =3je 5p PHONE (DAYTIME): QvZ �6� 335 FAX NO. 772Email: ARCHIT/BNGINEER-. J7EPHE/V A Z:5A0ck A"h0411';Fcrr ADDRESS: KW ELM QYENa6 ` CITY: ,Pdk* 406441 6/ a40r STATE: GL ZIP: 33yio PHONE (DAYTIME): ��) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER N-14 ADDRESS: CITY: STATE: STATE: "Al ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE IOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. o J (tntA) -OWNER OR CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF S'T• .Gu e, ¢� The foregoing instrument was acknowledged before me this day of Jfr .✓ 20 /4 , by %7L P 4al J. A�P.4A10 who is personally known / or has produced 91�" Q A, f CONTRArrOR SIGNATURE STATE OF FLORIDA COUNTY OF 7,1_1624 The foregoing instrument was acknowledged before me this 0day of J44% A&Y , 2012,, by Ua 644- ' OA v/1' who is personally known _ or has produced as identification. I as identification. Signature 9fNotary Siina re of Notary' s MARMEIA.EPPMM Commission No : � MIS510(8F5pJ t NOTARYPUORoge(TEOPFLORID Commission No. gpge(SAalWest E%PIRES: AuAud 18, 205 - /,, ,,;Commission#DD823735 fi, . eo aeon troaryaewcunawrnea Expires: NOV.07,2012 MOm7ED TaR1TdnWMCB0ND0 G CO.,niC. NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. �k OFFICE USE ONLY BP CS SECTION `�%'i^ ✓ TOWNSHIP RANGE �� MAP NO. `-iA2bS ZONING LAND USE LOT CVG% TAZNO. FLOOD ZONE FIRM MAP # 1ST FLR ELV MAX HGT CONST TYPE B OCCUP TYPE S^/ MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE 2 AREA FEE FEE (RADON) LIBRARY PUBLIC BID PUBIC PARKS IMPACT IMPACTFEE ACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL AD CREDIT Y N LAW ENF IMPACT IMPACT I IMPACT FEE FEE I FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY SUBS MECHANIC ROOF ELECTRIC GAS NON -CONFORMING LOT OF RECORD MISCELLANEOUS FEES REQUIRED PLUMBING _ FEES DATE SENT TO ADDRESSING: TZONING REVIEWS FRONT SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVEDDATE Z. COMPLETED INMALS No r1m ice!/ S \��i `mod WA "" F 590 NW Mercantile Place. Port SL Lucie. Florida 34986 ` er Phone: (772) 489-9989 Fax: (772) 489-2989 STRUCTURAL STEEL i v INSPECTION REPORT GFA PROJECT# 12-0853.00 2rFRNATtO�P DATE 11-Jul-12 PROJECT Harbour Ridge Yacht & Country Club B M T W TH F S LOCATION 12600 Harbour Ridge Blvd., Palm City DAY x 1 I PERMIT NO. BRIGHT SUN CLEAR OVERCAST RAIN OWNER WEATHER x BELOW 60' 60-75 75-90 ABOVE90 CONTRACTOR Richard K. Daivs Construction Corp. TEMPERATURE x LOW MODERATE HIGH Report Na' ARCHITECT WIND X LOW MODERATE HIGH ENGINEER HUMIDITY x MEMBERS,�IAArREA INSPECTED: �Re-Inspection BuildingA4G, D & E 1 111L D /Ally G THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO WA x 1 MILL CERTIFICATION AND TEST REPORTS x 2 DISTORTION, EXCESSIVE RUST, BURNED HOLES - x 3 CAMBER x 4 SIZE, THICKNESS, WEIGHT x 5 SPLICES x 6 BOLTS IN ALL BOLT HOLES x 7 ANCHOR BOLT SIZE, LENGTH, PLUMBNESS, EMBEDMENT, THREAD PROJECTION It 8 HIGH TENSILE BOLT SIZE, LENGTH, TYPE, WASHERS, NUTS x 9 BOLT TOROUEING " x 10 COLUMN ALIGNMENT, BASE PLATE SIZE AND FIT x 11 GROUTING OF BASE PLATES It 12 BAR -JOIST SIZE, SPACING, BEARING, CONDITION x 13 BAR -JOIST BRIDGING AND BRACING x 14 CORRUGATED ROOF DECK GAUGE; CONDITION, SIDE AND END LAPS x 15 HEADED STUDS PLACEMENT AND WELDING DISPOSITION OF INSPECTION: Fx Section/Area Approved =Work In Progress =Re -Inspection Required COMMENTS / ACTION REQUIRED: Bolls were verified as snug tight. rnnmasvaarare Inspection Performed By, M k E.,B . ey - 4= On Site: Inspection Certified By: a In, Off Site Registered Professional No: 't50 Travel Certified Special Inspector No: 9 '. A..•{Q- :, {'� •, •• HoursT9'Sr;kc FBPE Certificate No: 493 '6�s•� • • ••• o CA ` form revised tt2t/as Total 1 1 ErNaomlenWI a GewecMlrel • Ccaslructlon Matedals Twit • Specul& Threshold Iru eC m • Plan Review & Code COMP0eir19r'^' ...' nodda's Leading Engboedng Soerce nl r'1 I�o1� or Lydia Galbraith From: Patrick Dayan Sent: Monday, March 19, 2012 10:46 AM To: Lydia Galbraith Cc: Ron Harris; Michael Powley Subject: RE: Harbour Ridge Golf & Country Club maintenance buildings, resolution 11-009 Lydia, The applicant has addressed all concerns on the latest submittal. No more comments from engineering. Thank you! Patrick Dayan Engineering Ext 2153 From: Patrick Dayan Sent: Tuesday, March 06, 2012 9:52 AM To: Lydia Galbraith; Michael Powley Cc: Ron Harris; Joe Friscia (frisciaeng@comcast.net) Subject: RE: Harbour Ridge Golf & Country Club maintenance buildings, resolution 11-009 Hi Lydia, 1 spoke to Joe Friscia last week. I had some comments during DRC that must never have made it to him. The following items of concern need to be addressed on the plans: 1. The rigid pavement section must be 7" thick 4000psi concrete / 12" LBR-40 subgrade 2. The flexible pavement asphalt thickness must be increased from 1 %" to 1 %:" . In addition, please reference an equivalent superpave (SP) type of asphalt mix— Marshall mixes are not commonly utilized. 3. Please reduce any pipe runs to not more than 200' between structures. Thank you. (E a s Patrick Dayan, P.E. Senior Project Engineer St. Lucie County Public Works/Engineering 2300 Virginia Avenue Ft. Pierce, FL 34982 Tel. (772)462-2153 dayanp@stiucieco.org From: Lydia Galbraith Sent: Monday, February 20, 2012 2:18 PM To: Michael Powley r. Cc: Patrick Dayan; Ron Harris Subject: Harbour Ridge Golf & Country Club maintenance buildings, resolution 11-009 Hello Michael, The major adjustment has been approved and we have the permits in for the buildings. Do you need the constructible plans for review? The resolution is not mention anything. Please let me know. Thanks, i_l CU g caLbraLtk Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772)462-6448 Email: oalbraithl (Dstlucieco.org Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error. please notify the sender by reply e-mail and delete all materials from all computers. I 2300 VirginiaUenue Tort Pierce, 97L 34982 772-462-1553 Fax 772-462-1735 Planning & Development Services Department Building & Code Regulation Division To: Michael Powley/Patrick Dayan, Engineering From: Lydia Galbraith, PDS/Zoning Date: 03/16/12 Re: Harbour Ridge Yacht Club Maintenance Building P�rmitSN(If-- 623 Hello Michael & Patrick, Attached please find the civil drawing for above site plan and permit. Please review and let me know if you have any comments. Thanks, Lydia Galbraith Planning Technician PDS/Zoning (772)462-1555 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY / FILE H 3662463 OR ^-;_Y 3352 PAGE 2823, Recorded 01/05/2(-' it 03:53 PM J RESOLUTION 11-009 FILE NO.: SPMJ 820114329 A RESOLUTION- OF THE BOARD OF COUNTY COMMISSIONERS OF ST. LUCIE COUNTY, FLORIDA AMENDING RESOLUTION 82-172, AS AMENDED BY TO OF REGIOTHE �A� IM ACT KLOPMENT jIOWN AER $ HARB DEV LOPFIr RIDGE WHEREAS the B d of Co Comm' loners St. Lucie C unty, Flondk testimony an evidence, including u not limited to the staff report, has made determinations: 1. On December 21, 1982, by Resolution 82-172, this Board issued a development order to HARBOUR RIDGE, LTD., authorizing a Development of Regional Impact, known as Harbour Ridge, in accordance with Section 380.06, Florida Statutes located in southern St. Lucie County along the south bank of the North Fork of the St. Lucie River. 2, On January 18, 1983, by Resolution No. 83-08, this Board amended the development order for Harbour Ridge to provide extensions to improvement requirements. 3. July 19, 1988 a Mi or Adjustmen to he Fi RU rU_5W Play)was adn roved to add 21,259 square feet of torag in three bui ngs for the ecting golf cour m intenance ui ent. 5. n June 25, 101, b esotufwn y� 91-6 , this or our Ridge the buil 1989 to October 1994. 6. On October 11, 2011, Harbour Ridge, Ltd., filed a request pursuant to Section 380.06(19)(e)2.k. of the Florida Statutes with the Treasure Coast Regional Planning Council for a determination whether or not the proposed modification to add a 33,810 square foot golf course maintenance facility could be processed as a non -substantive modification without going through the Notice of Proposed Change Process. 7. On November 4, 2011, the Treasure Coast Regional Planning Council has determined that the proposed Major Adjustment to the Final PUD Site Plan for Harbour Ridge OR BOOK 3352 PAGE 2824 additional adverse regional impact, nor any other regional impact not previously reviewed by the Treasure Coast Regional Planning Council, and therefore does not constitute a substantial deviation from the conditions and requirements of the development order for Harbour Ridge, and issued a letter of no objection to the County processing this change locally in accordance with Section 380.06(19)(e)2.k. Florida Statutes. 8. On N ber 30, 2011, the rd of Adjustment approved a variance in two locations m the pro isi ns of ction 7. 06 (2)( St. Lucie ty and De elo ment Co req ires ndr'to mply h a set c om a pr ertyli a to allow r a 3. focroac me t into t re uire set c .9. n December 20, 01Id publ c h , of ich due p blic Lice as published in th STri une, ail all ow s of property ith n 500 f t of the stybje�ct rifi d by ail and a sign was post d n the 10. This -B-oa--rd considered theTestimony, reports and other documentary evidence submitted at said public hearing by HARBOUR RIDGE, LTD., the Treasure Coast Regional Planning Council (TCRPC), St. Lucie County staff as well as the public and following that public hearing adopted Resolution 11-009, amending Resolution 91-65, approving a Major Adjustment to the Final PUD Site Plan to include a 33,810 square foot Golf Course Maintenance Facility for the Harbour Ridge DRI. 11. The Board has determined that approving this fourth amendment to the Final Development Order (Resolution No. 82-172) for the Harbour Ridge DRI is not contrary to the public interest nor inconsistent with the health, safety, and welfare of the citizens of St. Lucie County and that the proposed Major Adjustment to the Final PUD Site Plan foyNar66ar-F . a DRI is iP-substantial conforotAYNM*4he-Griainal approval. �— of d CONCLUSION $ of,C.AW with re�gard,to cited in Resolutiq'n N . 82-172: 1 A. he proposed"or A 9 stmen�o th Final D Site Pla is not an area of Critic I S as di s, n ant to th of Chapter a Statutes. B. The State of Florida has not adopted a land development plan applicable to the area in which the proposed Major Adjustment to the Final PUD Site Plan is to be located- C. The conditions, limitations and definitions found in Part A below, are made a part of this Development Order herein granted subject to these express conditions which conditions and recommendations are found to be consistent with the report and recommendations of the Treasure Coast Regional Planning Council on November 4, 2011 for the Harbour Ridge DRI. n dment to DO. ' i 1 1 I / / \ viv101ioN OR BOOK 3352 PAGE 2825 D. The proposed Major Adjustment to the Final PUD Site Plan does not constitute a substantial deviation to the approved Development Order as defined under Chapter 380.06, Florida Statutes. E. Pursuant to Section 11.02.05(F), this Board has determined that the proposed Major Adjustment to the approved Final PUD Site Plan to include a 33,810 square foot Golf Course Maintenance Facility is in substantial conformity with the original approval. F. T propose 'or Adj ment tothk Final D Site Plan is onsi ent wit th ocal N7FS EREFORE; BE IT ESOLVED y t e Bo rd f Coun C mmiss ne?� of t. Lty,Florida:Aublcmemyonstituted nd ssemled this 20� day of Decem er, 011' _00 w h a Re jut"asamend ran Adjust t to the final PUD ite PIs to include 33,810 s are foot Go Course amtenance Facility or the Development of Regional Impact known as Harbour Ridge, is hereby APPROVED subject to the following conditions, restrictions and limitations: COMMERCIAL USE: GOLF COURSE MAINTENANCE FACILITY Subject to compliance with applicable provisions of the St. Lucie County Land Development Regulations, the applicant of Harbour Ridge DRI shall have the right to construct and operate a Golf Course Maintenance Facility consisting of 33,810 square feet in.4'buildings and a golf cart wash down area as depicted on the site plan prepared by Friscia Engineering, dated August 24, 2011 and last revised on November 8, 2011 a a e s received 71fie-t. Lucie ¢aunty-Plammn,& Dwalotm ent Services 1) Co)sie4 a y required ed ral&co,,, er it and pp�/als, if apipicabl t developme t, hat the En ironm tal Resourc D partment pri to ssa ion Remove Per it or Ex do . If ederal or s ate gece requires modi scat on to de to en lans e a plicathe plans and u mit o t.Lucie ount or review a approty's develo ment approvecess or requi shall notevent compli federal or state agency requirements. 2) Prior to issuance of a Certificate of Occupancy for any of the new structures. Category 1 invasive exotic vegetation shall be removed from the site. 3) Within 60 days of approval, the applicant shall obtain a variance from the minimum driveway spacing requirements of 150 feet in Section 7.05.06 (2)(e) of the St. Lucie Land Development Code to allow for a 114.2 foot spacing between the driveways. D.O. I I 1 1 I L--I/ / \ tvymmtr OR BOOK 3352 PAGE 2826 r S. The legal description for the Golf Course Maintenance Facility parcel situated within the Development of Regional Impact is as follows: C. LEGAL DESCRIPTION: BEING A PORTION OF TRACT'U-1', HARBOUR RIDGE PLAT NO. 2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 5, SA THROUGH 5E, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. N AT THE4NTE S TION OF E ORT LI E OF AID TW EAST LINE OF A ERVICE T IL A P TT AC SS !CE NORTH 90 00' 0" EAST, A ON SAI NORTH �5 FEET; THEN E UTH 49° '4 ' EAS ANCE OF dCE SO H 0° '28' AST DI TAN i 5 FEET TO DISTSOUTH LI512 OF17 FEED TRACCE NORTHENCE SO FTAHST9A DI WEST, A 131.31 FEET; THENCE NORTH 89°51'51" WEST, A DISTANCE OF 264.68 FEET; THENCE NORTH 00°03'47" EAST, A DISTANCE OF 62.60 FEET; THENCE NORTH 50°28'56" WEST, A DISTANCE OF 48.45 FEET TO A POINT ON THE ARC OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST TO WHICH A RADIAL LINE BEARS NORTH 60°09'02" WEST, HAVING A RADIUS OF 400.00 FEET AND A CENTRAL ANGLE OF 26°45'28'; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 186.80 FEET TO THE POINT OF BEGINNING. CONTAINING: 196264.62 SQUARE FEET. or devia' the of D elapment Ord r sh be subm ed to the St. Lucie o ty Pla nin & ev pmen ervi es ep ent ' ect fora ter In by a and f Co ty Co missioner of t. uci County as o ether he hange c ns Mutes su t ntia de iation as provid d Section 3 0. (19), FI rida S tut The Bo rd f C mmissioners of cie County sha I ma a its etermi tion of s sta lal de iation at a public h ad after notic to a dev lop D. Lucl my all nito dev opme of the pr ' ct to ensur compliance wit Dev ment Ord The ucie Co & Develop Department Director shall be the local official assigned the responsibility for monitoring the development and enforcing the terms of the Development Order. The Planning & Development Services Department Director may require periodic reports of the developer with regard to any item set forth in this Development Order. E. The definitions found in Chapter 380, Florida Statutes, shall apply to this amended Development Order. F. This amended Development Order shall be binding upon the developer and its assignees or successors in interest. It is understood that any reference herein to any governmental agency a'ggeency shall be construed to mean any future instrumentality which may _.___��F/-/.---------- {_. _I__ ..... ...... ...SRO 0 esoluti n 11 Of19 v I// //I /I inal— endment lu D.O. OR BOOK 3352 PAGE 2827 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 be created and designated as successor in interest to, or which otherwise possesses any of the powers and duties of any referenced government agency in existence on the effective date of this amended Development Order. G. The approval granted by this amended Development Order is conditional and shall not be construed to obviate the duty of the developer to comply with all other applicable local, State, and federal permitting requirements. H. In t en portion ec of this a entqdcl e t e i ille I, or ncon bona b a ourt of com ete t 's ch g �� y � 1 eci 'on shall no ma ner act th em fining p rti ns or s do sn ed De elopment O , w ich hall remain'n f I force an effect. i I. Tht amended Develo met Order shall J. erti d copiehis me ed Dryvel IM Planning-GounK and Harbo3ui r-Ridged K. Within 21 days of the effective date of this resolution amending Resolution No. 82-172, the developer shall record a notice of adoption of this order in compliance with Chapter 380.06(15)(0, Florida Statutes, with copies of said notice being provided to the Florida Department of Economic Opportunity, Treasure Coast Regional Planning Council and St. Lucie County. After motion and second, the vote on this resolution was as follows: Chris Dzadovsky, Chairman Aye C d MoaVice- air �ula A. Le is, D missioner Aydannie Hutchi so , Commission rAyris Cr mis 'oner Ay to D.O. OR BOOK 3352 PAGE 2828 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 is 19 20 PASSED AND DULY ADOPTED this 20' day of December, 2011. DO. BOARD OF COUNTY COMMISSIONERS ST. LUCIE COUNTY, FLORIDA y h firma IAPPR DVED AST ORM { - AN C TNESS S �•� ��t.. �> ^mot �, CountyAttomey �� �;✓' BOARD OF ADJUSTMENT RESOLUTION NO. 11-006 File No.: BA 82011 4329 5 A RESOLUTION APPROVING A VARIANCE FOR 6 CERTAIN PROPERTY LOCATED IN THE HARBOUR RIDGE DR[ 7 IN ST. LUCIE COUNTY, FLORIDA 8 9 WHEREAS, the Board of Adjustment of St. Lucie County, Florida, based on the testimony and 10 evidence, including, but not limited to the staff report, has made the following determinations: 11 12 1. Petition of Harbour Ridge POA for a variance in two locations from the provisions of 13 Section 7.05.06 (2)(c), St. Lucie County Land Development Code, which requires all 14 driveways to comply with a 25 foot setback from the property line for a site located within 15 the.golf course maintenance facility in the PUD (Planned Unit Development) Zoning 16 District. 17 18 2. On November 30, 2011, this Board held a public hearing on the petition, after publishing 19 a notice of such hearing, installing a sign on property and notifying by mail all owners of 20 property within 500 feet of the subject property. 21 22 3. After consideration of the testimony presented during the public hearing, including staff 23 comments, exhibits, and the standards of review for granting variances set out in Section 24 10.01.02, St. Lucie County Land Development Code, the Board of Adjustment has made 25 the following determinations: 26 27 The requested variance has met the standards of review as set forth in Section 28 10.01.02, St. Lucie County Land Development Code, and is not in conflict with the goals, 29 objectives, and policies of the St. Lucie County Comprehensive Plan, because 30 31 A. The granting of the requested variance would not impair or otherwise injure adjacent 32 residential property owners because there aren't any located within 500 feet of the 33 subject property; there were no objections from any residents in the entire DRI; and, 34 it is situated on a service trail internal to the PUD. 35 36 B. The granting of the requested variance in two locations will allow for the construction 37 of two driveways to serve the proposed development on the subject property and 38 ensure proper vehicular circulation on site as well as ingress and egress. 39 40 C. The requested variance meets the general spirit and intent of the St. Lucie County 41 Land Development Code and the St. Lucie County Comprehensive Plan. 42 43 NOW, THEREFORE, BE IT RESOLVED by the Board of Adjustment of St. Lucie County, 44 Florida: 45 46 A. Petition of Harbour Ridge POA for a variance in two locations from the provisions of 47 Section 7.05.06 (2)(c), St. Lucie County Land Development Code, which requires all 48 driveways to comply with a 25 foot setback from the property line for a site located within 49 the golf course maintenance facility in the PUD (Planned Unit Development) Zoning JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT SAINT LUCIE COUNTY FILE p 3655240 1211212011 at 06:58 AM Page 1 of 4 OR BOOK 3346 PAGE 1717 - 1720 Doc Type: RESO RECORDING: $35.50 1, District for the property depicted on the attached maps as Exhibit "A" and described as 2 follows: 3 4 BEING A PORTION OF TRACT 'U-1', HARBOUR RIDGE PLAT NO. 2, ACCORDING 5 TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 5, 5A THROUGH 6 5E, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 7 8 BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 9 10 BEGIN AT THE INTERSECTION OF THE NORTH LINE OF SAID TRACT 'U-1' AND 11 THE EAST LINE OF A SERVICE TRAIL (A PLATTED 30' ACCESS EASEMENT); 12 THENCE NORTH 90000'00" EAST, ALONG SAID NORTH LINE, A DISTANCE OF 13 323.05 FEET; THENCE SOUTH 49°33'48" EAST, A DISTANCE OF 575.94 FEET; 14 THENCE SOUTH 00029'28" EAST, A DISTANCE OF 24.95 FEET TO A POINT ON THE 15 SOUTH LINE OF SAID TRACT'U-I'; THENCE SOUTH 89°30'32" WEST, A DISTANCE 16 OF 512.17 FEET; THENCE NORTH 00°01'15" EAST, A DISTANCE OF 131.31 FEET; 17 THENCE NORTH 89051'51" WEST, A DISTANCE OF 264.68 FEET; THENCE NORTH 18 00o„ 0347 EAST, A DISTANCE OF 62.60 FEET; THENCE NORTH 50028'56" WEST, A 19 DISTANCE OF 48.45 FEET TO A POINT ON THE ARC OF A CIRCULAR CURVE 20 CONCAVE TO THE NORTHWEST TO WHICH A RADIAL LINE BEARS NORTH 21 60o 0902.', WEST, HAVING A RADIUS OF 400.00 FEET AND A CENTRAL ANGLE OF 22 26°45'28"; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A 23 DISTANCE OF 186.80 FEET TO THE POINT OF BEGINNING. 24 25 CONTAINING: 196264.62 SQUARE FEET. 26 27 B. Based on the evidence presented, this variance request is approved. An appeal of the 28 Board of Adjustment's action may be processed in accordance with Section 10.01.07 of 29 the St. Lucie County Land Development Code. 30 31 C. This variance shall expire twelve months from -the date of adoption unless a building 32 permit is approved or an extension is granted in accordance with Section 10.01.05 of the 33 St. Lucie County Land Development Code. 34 35 36 37 38 After motion and second, the vote on this Resolution was as follows: 39 40 Chairman, Ron Harris Aye 41 42 Vice -Chairman, Diane Andrews Aye 43 44 Commissioner, Buddy Emerson Aye 45 46 Commissioner, Bob Bangert Aye 47 48 Commissioner, Richard Pancoast Aye 49 50 51 Page 2 of 4 5 6 7 8 9 PASSED AND DULY ADOPTED This 3& day of November, 2011. ATTEST: APPROVED AS TO FORM AND CORRECTNESS: /G Asst. County Attorney BOARD OF ADJUSTMENT ST. LUCIE COUNTY, FLORIDA 17 Chairman Page 3 of 4 Exhibit A Page 4 of 4 „ TO mn� �- IA Tpa,mn muar. n.=++,. anunm - __.. .. ... _— — ____ _ _ e .rauo m — m< .. - — _ — _ - '__ I — — — - 7 D z e :ee.. �. - — — m zx §S _ — —01 - m Z AQ �y ,,� - d•, b as �I ;� I ! 1} it I t>< r•. ' I O h ';f i � �� s •ai 1 _ - i� b� 13 el 41 e .o3s sso awn3• � I arb..• �5 {� aw.o�u,a ,.w,n ao. o.•. i( � I rJ I -I �.. ? 3 I —ry �! n'� E li �� dVW N011VD0-1 NOI1VOOl I �3115 r^� w.m. ��� +a �� Q o.ne �m•re If '—' a I ' } ��: / �/ or.., esn w _ '� Fes• �� Yy w'"u � �� \ f' conTlnenTrt 113450 a Su Florida Materials Inc.or 1744993, _ rt3450 W. Sunrise Blvd., Suite 430 E � _ �nrise, FL 33323 v HEIDE• x T61: (954) 858-0 CAUTIONH Freshly mixed cement, mortar, UNLOADING Drivers are prohibited LBOWCEMENTGr3up concrete or grout may cause skin injury. Avoid from delivering concrete except under the 11�91�111919111II �!I ��II Ri l�11911�1i III s J contact with eyes where possible and wash tmdk's own power, and where site condrdons _ exposed skin: areas promptly with water. If any Parrott the safe and proper operation of his 1 3 5 F e2111 tot cement mixtures get into eyes, nose immediately equipment. Driers are not permitted to • • and repeatedly with water and getprompt medical add water to the mix nor to go beyond, the. ! treatment Sawing, or grinding of concrete curb One except upon the aumonzation of FORT PIERCE t') CONCRETE PLANT masonry units may result in the release of dust the PurchaseoPurchaser's Agent and his /l particles which, without the use of proper eye or acceptance of risk for any loss or damage. 3778 6ELV ITZ ROAD I 0 1' respiratory protection, could cause eye or nose l acknowledge that I have received and. ` t./ irritation., The Material Safety Data Sheets for accepted Me materials.lrstcd on this ticket 561-464-7244 ��%�� - r the products sold by Continental Florida I understand and agree to the terms on/ Curb line crossed at Purchaser/Purchaser's A en request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request.. both the front and back o/ this ticket Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at PurchaserlPurchaser'S YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. ARRIVALTIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME /" 44 1/ .3-s? 1 tf�" r<-k 101 9 1 8 7 1 6 S 4 1 9 112 1 1 ] PURCHASER/ PURCHASER'S AGENT ;HASER/PURCHASERSAGENT I P.O. NUMBER/ORDERED BY ZONE JOB NUMBER TIMETICA(EfED DATE TICWT LD?0 � & hold on 100 05/11/12 13564511 DELIVER TO ORDER. 7 RICHARD K DAVIS CV UCTION 12600 NW HARBOR RIDGE I3i.UD �J'lll —1 A QUANTITY THISLOAD" QUANTITY ORDERED. QUANTITY. DELIVERED PRODUCT CODE PRODUCT DESCRIPTION ,. .. - UNITAF UNIT ;MEASURE PRICE EXTENDED PRICE' Use of Concrete Drivers Name - a rrI W,rtc pu I I an Truck Al '}406 Calcium Due. at Job U CONCRETE TESTED " SUBTOTAL TAX 'Tnrai. Plant ,y Air JiL Slump _r 5 Super _Plas. 1. WARRANTY: The materials sold by Continenta la Materials Inc. (hereinafter "Continental°) are warranter year from the date of delivery to be free from defects in material. This warranty is exclusive and is in lie I other warranties (whether written; oral or implied), inclu_...o _,:ry warranty or merchantability or fitness for any partidular purpose. Continental's liability under any circumsrances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, lindirect, consequential, special or delay damages,. loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE R E M DY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defectiveandlor are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages. for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence,strict liability or other tediousconduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE DATE; Payment for all credit sales is due by the 10th of the month following thispurchas i date. The Purchaser agrees that all past due accounts will accrue interest at 1.5 % per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys'' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy_ and for post -judgment collection procedures. Venue of spy _achon between.the.,Purchaser-and Continental-shall;be BrowardCounty;;Flodtl . _ _ __ =_ _ - S.-MLX'CODFJL'OCAT(ONS hepurchasei egraes to orde�'the mix neeifetlay product code and accepts full responsibility to determine the location for the readymiz concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTEND@p DELIVERY SITE:. Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. S. DELAAY$: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the orderers Continental is able to deliver and the Purchaser, shall pay for the part delivered pro rate at the same rates as the whole of the order agreed to be sold and -the same terms of payment. j 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchasers order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantNes of products shown to be supplied as per the delivery ficket.Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of shy claim the Purchaser shall be liable to pay for thefullquantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be'ashort load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. t 1.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes therewill be a charge of $1.60 per min. 12.ENVIR Q NO MEMAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.$ QIPJICAIl4N: Unless specially ordered, Continental concrete is manufacturedaccording to the provisions of ASTM C•94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. _ 14.TECHNICALASSISTANCE: Continental accepts no responsibility for claims: arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers Or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. MMODIFIGATION OF TERMS: No employee or agent of Continental has the authority, in theabsence of an express wrjfing, to make any statement; including restricting or modifying of otherwise concerning the existence or all act of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or vaned to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions- Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company, 17.TEBMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser. Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific. project or job, ail of the termsset forth hereinshall be deemed to be a part of and incorporated by reference into such written: agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, If there is a conflict with terms and/or provisions of the written contract or purchase order, the termsherein shall prevail and be determinative.. - , CWntinental Florida Materials Inc. Ca_ nTI n E �T 1045D W'. Sunrise Blvd., Suite 430 1.7 4 9.4 Sunrise, FL 33323 " t tiv HE1DE• e,�954) 858-0780 CAUTIONH Freshly mixed cement, mortar, UNLOADING Driversareprohibited LBERnGCEME1NTGroup �: concrete or grout may cause skin injury; Avoid from delivering concrete except under the exposed with eyes where possible and wash perms own sets a d proper where open wn of his exposed skin areas promptly with water. If any pennl[ the safe and proper operation of his cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to [1/v/l {p i. / and repeatedly with water and get prompt medical add water to the ma nor to go beyond. the '�, treatment. Sawing, or grinding of cohcrete curb fine, except upon the authorization of FORT FIERCE ) ON,CR TE RLIP �/�J� masonry units may result in the release of des he Purchaser Purchaser's Agent and his /� panicles which, without the use of proper eye or acceptance of risk for any loss or damage. `3%78 SELV I TZ ROAD / l(// respiratory protection, could cause eye or nose 1 acknowledge that I have received and 561-464-7244 ( w irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. • the products sold by Continental Florida 1 understand and agree to the terms on .Curb line crossed at Purchaser/Purchaser's gen request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front andback of this racket. Agent TOTAL WATER `Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's "- YARDS ON TRUCK/GALS OF WATER ADDED ADDED. Agent request.- 1 0' 9_ C 7 rb 6 1 40 3.1 ARRIVALTIME START POUR TIME FINISH POUR TIME LEAVE A `I 5908077 hold on 100 LOT RICF1kTRJ I@ Iri TSOONSIXCTION Truck Plant # .Slump 2404 13 5 Calcium Air Entrain Super'Plas. , PURCHASER/ PURCHASER'S AGENT :ZONE I JOB NUMBER uAi 05/11 DELIVER TO 12600 NIA HARBOR RIDGE-13F�Icrltl IODUCT DESCRIPTIONp��UNITOF .. . :MEASURE 3000 PSI / REGULAR _ CV_! Due at Job I Use of Concrete Drivers Name ❑ CONCRETE TESTED r SUBTOTAL. .r:' _v - .s TAX Tnrm �d -TICKED _ I 356459 ER: 7 EXTENDED PRICE q 1. WARRANTY: The materials sold by Continental I Materials Inc. (hereinafter "Confinental-) are warranted I .ear from the date of delivery to he free frim defects in material. This warranty is exclusive and is in lieu rlher warranties (whether written, oral or implied), includii., __, warranty or merchantabilityor fitness for any partict4r r purpose. Confinental's liability under any circumstances will not be greattir than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential; special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2.. EXCLUSIVES REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental am alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, lass of life, property, damage. or economic losses as a resultof breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental; shall. be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect,incidental, consequential, compensatory, special, delay. punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any othersimilar damages, or any attorney fees or costs incurred by the purchaser in connection with,pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods; materials or services sold by Continental.. 3. DUE DATE Payment for all credit sales is due by the 1 gth of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs 57 MIX CCDEILOC TTIION_S: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site: for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The. Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site: Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any muse beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable. to complete delivery, of any part of an order, the Putchasershall agcept such part of the. order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rateat the same rates as the whole of the order agreed to be sold and: the same terms of payment. 9. QUANTITIES: This type, and.. quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantifies delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantifies of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing with!n seven (7) days of delivery:. otherwise it will beaccepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity_ of products listed on the Continental delivery ticket. 10.y1jKH v_UM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards.. One call back without charge will be allowed on pours exceeding ten yards. 11. AITIN TIME: A maximum of sixty minutes per10 yard load will be allowed at no charge. After sixty minutes there will be a charge of$1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed 13.SPECIFICATIOW Unless specialty, ordered; Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICALASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance prodded to the: Purchaser. Advice and assistance provided by Continental is for Purchasers guidanceonly and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIEICATION OETERMS: No employee or agent ofConfinental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terns: may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terns, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terns, regardless of any change in the legal status. of Purchaser, or until the ten of this quotation expires. These terns contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement, or purchase order with the Purchaser to furnish materials to or on behalf of the. Purchaser for a specific. project or job, all of the terms set forth herein shall be deemedto be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchaseorder, the terms herein shall prevail and be determinative. conTi nemi V, C6"501 W. Sunrise , Suite Inc. /G 1 1744995 _ t;� 13450 W. Sunrise Blvd., Suite 430 � l Z S7tt rise, FL 33323 ' 7elc(954) 858-07,80 CAUTIONH Freshly mixed cement mortar, UNLOADING Driversare prohlbted rIEIM LI EFI C E�In`7ITG roue_ I/ concrete or grout may cause skin injury. Avoid from delivering concrete except under the U1 IuUu l (�� IIII IIII � I I�� I I �O� 1 is contact with eyes where possible and wash trucks own safe a dMwhere srtecmdif his uU U uUu II /IYJ exposed skin areas promptly with water. If any permit the safe and proper operation or his # 1 3 W 'Mr �'` 1 /. y / cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to and repeatedly with water and get prompt medical add water to the mix nor to go beyond the F' W Fk-'� treatment. Sawing, or grinding of concrete curb line, except upon the authorization of FORT R�C H) CONCRETE RLANT (� / masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his 3778 SEL V I T Z ROAD 0 �/ particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratoryprotection, could cause eye or nose l acknowledge that have received and 561-464-7244 irritation. The Material Safety Data Sheets for accepted the materials listed on this Scket. the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both Qle front and back of this ticket. Agent - TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED r. ADDED Agent 'request. 10 9 ® 7 6 B 4 0 & ARRIVALTIME START POURTIME FINISH POUR TIME LEAVE JOB TIME '`1 5908077 SOLD TO RICH�RD IG'DAV QUANTITY QUANTITY THIS LOAD ORDERED IoJr. Q!?I 16T.. tnl� P.O. NUMBER/ORDERED BY ZONE t hDld On la0 Z Z!-PT9UCTION QUANTITY DELIVERED 30. Z-0 Truck# Plant# Slump Call; turn Air Elntiam Super Plas. lelivery Instructions HARSEL 7 PURCHASER/ PURCHASER'S AGENT JOB NUMBER I TIME TICKETED DELIVER TO Ticlu 1712 .435£461-1 126VO NN HARBOR RIDGE SI.VD Concrete Disposal: PRODUCT PRODUCTOESCRIPTION CODE v0,5NC 3'200 PSI .REGULAR. 5098 FUEL - - Due at Job Use of Concrete Drivers Name IF ORDER: 7 yds UNIT OF UNIT EXTENDED MEASURE PRICE PRICE cY SUBTOTAL TAX TOTAL ca o 1. \tryIARRANTY: Thematerials sold by Continental El vlaterials Inc. (hereinafter "Continental") are warranted fc or from the date of delivery to be free from defects in material. This warranty is exclusive and is In lieu o, a„ ,her warmntles.(whether written; oral orimplied), includin, _.., marranty or merchantability or fitness for shy particular purpose. Continental's liability under any circumstances will.not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects; latent or otherwise, and: Continental will not be liable for and other damages including, but not, limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement Purchaser further agrees that no claims may be filed under this warranty unless and until any Indebtedness to Continental Is paid in full. 2. EXCLUR1t(E REMEDY: Purchaser further agrees thatits exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective andlor.are alleged to have caused purchaser to suffer personal injury; loss of life, properly, damage or economiclosses as a result of breach by Continental of any and all of the foregoing express or Implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory Violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay; punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with Its sale to the purchaser's use ofgoods, materials or services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the 1Othof the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5 % Continental prior to judgment,in obtaining judgment, or appeal, for bankruptcy 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed byproduct code and accepts full responsibility to determine the location for the readymiz concrete.. 6. DELIVERY SITE CON=IQNS: Continental reserves the right to determine whether the site;.for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion thatdelivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where. adequate access for delivery cannot be obtained. 7. O=END_D DEUYfiBY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property of for unsigned delivery tickets. 8. PELA_YS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limitedtoplant and delivery equipment breakdowns, industrial stoppagpsorshortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shallaccept such part of the order as Continental is ableto deliver and the Purchaser shall pay for the part delivered pro rate at the same rates as the whole of the order agreed to be sold and the same tens of payment. 9. QUANTITIES:. This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser: and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 1 O.MINIMUM LOAD CHARGE: All prices quoted are based on toads of not less than five, yards. There will be ashort load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11_WAITING TIME:A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 permin. I2.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SI?E-QIFICATLON: Unless specially. ordered, Continental concrete is manufactured according to the provisions of ASTM C-94..Specifications for Ready Mixed Concrete, and block.. is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery.. 14.TECHNICALASSISTANCE Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on Its own architects, engineers or other technical experts. 15.SAFEiY' DATA: The Material Safety Data Sheets for the products sold fay Continental are available upon request. I B.MQDIFIPATION OF TERM :No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty, or guarantee and no such employee or agent making any suchstatements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all ofthese tens and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of. Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into,a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be apart of and incorporated by reference into such written agreement or purchase notwithstanding any ten or provision in the written contractor purchase order to the contrary and, if there Is a conflict with terms and/or provisions of the written contract -e order, the terms herein shall prevail and be determinative COr1Tir1El'1T1 SIntonensaunrFito D pseWFL3 323gdayMffieQi43selnc. � �C r 1744996 7 /{ /� 996 Tl�t�'(s54) 858-0780 CAUTIONH Freshly meted cement,,, mortar, UNLOADING. %riversare prolu'beed HEIDAELBERGCEMENTGroup — concrete or grout may cause skin injury. Avoid from delivenng concrete except under the I'�®I��II�Y�III�I�III �II contact with eyes where possible and wash buck's own power, and safe adprwhe2stlecon of 11 Ip�YR,l NR � f e `-] exposed Skin areas promptly with water. If any pennif thesafe and proper opemeon of his 1 3 5 /�-� s 1 , f cement mixtures get mto eyes. rmse immediately equipment. Drivers are not permitted to and repeatedly with water and get prompt medical add water to the ma nor to go beyond the. treatment. 8awmg, or grinding of concrete curb line, except upon the, authorization of ` FORT P CE { C NCRE E GLAtdT ', masonry uniis may result in ttie release of dust the Purchaser/Purchaser's Agent and his particles which; without the use of proper eye. or acceptance of risk for any loss or damage. 3778 SELV IT I ROAD /� respiratory protection, could cause eye or nose 1 acknowledge that I have received and 561-464-7244 ((J t/ /l i irritation. The Material Safety -Data Sheets for accepted the materials listed on this etket the products sold by Continental Florida 1 understand and agree to the terms on Curti Iihe,crossed at Purchaser/Purchaser's Agen ,request. Initials of'Purchaser/Purchaser's Materials Inc. are available upon, request. both the front and back of this ticket. Agent _ _ _ _ - ' TOTAL. Initials of Purchaser/Purchaser's Agent acknowledging additionof water at Purchaser/Purchaser's YARDS ON TRUCK/ GALS OF WATER ADDED _ADDED .Agent request. 10 ,ARRIVAL TIME, START POUR TIME. FINISH POUR TIME LEAVE JOB TIME 3 7- 1-7a2 CHASER/PURCHASER SAGENT P.O. NUMBER/ORDERED BY ZONE 590BL477 hold Dn 100 �LDTO' ` RICH K( 1° AWNI fCTION INw' W MRY` ^ f1UANRIY ~- .PRODUCT" PR E_OAD' ""DROERED 'DELIVERED TbDE Plant Ii Slump 1 Air'Entram .'Super Plas. 9 i f 6 S 4 , 9 PURCHASER/ PURCHASER'S AGENT' JOB NUMBER TIMETICKETED DATE 05Iii/12 DELIVER TO — 12600 NW HAR4OR RIDGE 9`VD UCTOESCRIPTION _ UNITor, MFAStkiE Q00 PS3—_-REG�JL —_ Due at Job Use of Concrete Drivers Name ❑ CONCRETE TESTED ¶Mff �1356461 ORDER -:7 yds T -� EdENDED ;E.'. PRICE 1 MARSEL T. WARRANTY; The materials sold by Continental F Materials Inc. (hereinafter''Continentar) are warranted f rar from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu t_.. Aber warranties (whether:mritten, oral or implied), includir warranty or merchantability or fitness for ny particular purpose. Continental's liability under any circumstances will not be greatgr than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise„ and Continental will not be liable for and other damages including. but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out ofthe breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged tobe defective andlor are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as result of breach by Continental of any and all of the. foregoing express or implied warranties, or as a result of any negligence, strict liability; or other tortious conduct. or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages; indirect, incidental, consequential,compensatory, special, delay, punitive or other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence.. strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use. of goods, materials or services sold by Continental. 3. DUE DATE; Payment for all credit sales is due by the IOth of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLLECTION COSTS: Purchaser agrees to pay attomeys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy 5, gfiiX CODE/.ON$; The purchaser agrees: to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS; Continental reserves the right to. determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental.. is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. ITNMTLENDE.D DEL_LyERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss pr damage to products, property or for unsigned delivery tickets. ' 8. Dom: Continental shall not he liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages orshortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rate at the same rates as the. whole of the cider agreed to be sold and the same terms of payment. , 9. GLNTITIES: Thistype and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted. by Purchaser and in the. absence. of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10, UN IMI M DAD CHiA RGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without chance will be allowed on pours exceeding ten yards. 11.WAMNG TRAE:.A maximum of sixty minutes per 10 yard load will be allowed at no charge. Aftersixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE A S5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICAL ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Commental is for Purchasers. guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement. including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TFRM : The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terns contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on. behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. =cQnTInenorCDE2D.W. unriserida,Suitealslnc+ �,744997 .f Siin VJ. Sunrise Blvd., Suite 430 <- Sunf�S,e, FL33323 ., �' '—� • �f�---/ j ,`� ' '� Tel: el t(M9a54) 858-0780 CAUTION!! Freshly mixed cement mortar, UNLOADING Drivers are prohibited HEIDELBERGCEMENTG170 4p hs concrete or grout may cause skin Injury. Avoid from delivering concrete except under the �iu� ii�i���i� siu�i A n contact with eyes where possible and wash truck' own power, and whom siteconditons "� �� ! , exposed .skin areas promptly with water. If'any permit the safe .and proper operation of his cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to and repeatedly with water and get prompt medical add water to the mix nor to go beyond the Y r f �•+" ti6 W 6r� treatment. Sawing, or grinding of concrete curb line, except upon the authorization of FORT PIE\\RCESS ) CONCR TE PLANT 7 % masonry units may result in the release of dust the Purchaser/Purchasers Agent and his particles which, without the use of proper eye or acceptance of risk for any loss or damage. 3778 9EI_V ITZ ROAD respiratory protection, could cause eye or nose 1 acknowledge that I have received and 561-464-7e4 ,. I �L irritation. The Material Safety Data Sheets for accepted The materials listed on this ticket. r the products sold by Continental Florida I understand and agree to the terms on ,Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the Imnt and back o/ this ticket. Agent TOTAL WATER Initials of Purchaser/Purchasers Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED ,Agent request. ' ARRIVALTIME4 START POUR TIME. FINISH POUR TIME LEAVE JOB TIME URCHASEB/PURCH/SER SAGENT P.O.NUMBER/ORDEREDBY 5908077 _ hold on 100 SOLDT�� Arty� RIC D ` —AVIb u iRUCTION k IUANTTY QUANTITY 'V QUANRIY PRODUCT' rHIS LOAD .ORDERED DELIVERED .CODE — Plant# Slump ZONE 10 y g< s 1 f 6. 5 4. 9_ 1 t 0 ` PURCHASER/ PURCHASER'S AGENT TIMETICKEFED. DELIVER TO 1E600 NVI HARBOR RIDGE PRODUCT DESCPIPTION W TIJJ L.IYY 11.-M Due at Job Use of, Concrete �4410 CalcbtA, Aid �ntrain 1per Plas. Driver sName' = ❑ CONCRETE TESTED .05/11 7 UNIT OF UNIT EXTENDED MEASURE PRICE PRICE SUBTOTAL TAX 1. WAR A : The materials sold by Continental F Materials Inc. (hereinafter "Continental") are Warranted bar from the date of delivery to be free from defects in material. Thrs warranyy is exclusve and is in lau i ther warranties (whetherrrritton,"oral or implied), indudir warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greatEr than the purchase price of the materials supplied, the purchaser must examine the material upon delivery" and before installation to discover any defects, latent or otherwise, :and Continental will not beliable for and other damages including, but not limited to Incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2.. EXCLU§F,EIy�D_Y: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for. pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs Incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above,. negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE Dom: Payment for all cred 4sales is due by the 1.0th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5 4. COLLECTION COSTS: Purchaser agrees to pay affomeys fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal; for bankruptcy —arid'for-post-adgmentUllectionprocadures Vehue:of:any.'action-between:theTurchaserand. Continemafshall:be-Sroward CountyFlorida. 5. MIX CODEILOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site it Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs anddamages incurred where adequate access for delivery cannot be obtained. 7.. NDED DELIVERY$ITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any toss or damage to products; property or for unsigned 8. DELAY'S: Continental shall not be liable for any delay In delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rate at thesame rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on thedelivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket Any claim for alleged short delivery of products must be made in writing Within seven'(7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the. Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket.. 10.M)NIMQM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of:sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min.: 12.ENVIRQNMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIPICATL0N: Unless specially ordered. Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete. and block is manufactured according to theprovisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICAL ASSISTANCE: Continental accepts no responsibility for claims arising from technical. advice or assistance provided to the: Purchaser. Advice and assistance provided by Continental Is for Purchasers .guidance only and Purchaser agrees to rely solely on its own architects,. engineers or other technical experts. 15.8AFETY DATA: The Material Safety Data Sheets for the products sold Jay Continental are available upon request. 16.MODIFICATION OETERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement,. including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shalt be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor my other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions` terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TEBM$: The Purchaser as indicated In this quotation, agrees to abide by these terms. regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms; regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These termscontained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. It, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for aspecific project or job, all of the terns set forthherein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to. the contrary and, if there Is a conflict with terms and/or provisions of the written contract or purchase order, the terns herein shall prevail and be determinative. cpnTinEnT V111111111111 Continental Flofaaa Materlat$ Inc. Mvd.,r✓) 1744999 13450VV. Sunrise Suite 4o Sunrise, FL 33323S ` — . == �`�- v_ 1/ ' HEIDELBERGCEMENTGroup TBI:f(954) 858-0780,1CAUTIOIY:I Freshly mixed cement, mortar, UNLOADING Drivers are pmhitirted o-concrete of trout may cause skin injury. Avoid from delivering concrete except under the IIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIII contact wl h eyes where possible and wash J truck's own power, and where site conditions exposed an areas promptly with water. If any permit the sate and properoperaton of his ([``r p # 1 3 $ (y 4, 6 3. # � j 4 ,;� I�'ycement mu�7a get into eyes, rinse immediately ` and repeatedly -with water and get prompt medical equipment. Drivers are not permitted to add water to the ma nor to go beyond the + }t y,✓ i. ,jr - ..,-4treatment..4sawing, or grinding of concrete curb line, except upon the authorization of FORT PIERCE k9) CONCRETE PLANT masonry unni"simay result in the release of dust particles which, without the use of proper eye or the Purchaser/Purchaser's Agent and his acceptance of risk for any loss or damage. 377 SELVITZ ROAD r ! respiratory protection, could cause eye or nose I acknowledge that f have received and 561 464-7244 � 7 � t t , Irritation. The Material Safety Data Sheets for �`- accepted the materials fisted on this ticket. ,quest. the products sold by Continental Florida I understand and agree do the terms on ,Curb line crossed at Purchaser/Purchaser's A ent Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of Mis ticket Agent TOTAL IN fP h /P InA kn Id' d i vannA nN TaI lcr•,s K rAI nF,WATce Anncn WATER n aso ure aser urc asers gent ac owe ginga tlrtion ofwater at Purchaser/Purchaser's Agentrequest.. - ARRIVAL TIME START POUR TIME , FINISH POUR TIME LEAVE JOB TIME 9Q?8077 r hold on 100 LDT6 J RICHARD K DAV I9 CQWWUCTION PURCHASER/ PURCHASER'S AGENT ZONE JOB NUMBER TIME-ncwED DELIVER TO 12600 NW HARBOR RIDGE dk er TICKEr 05/11 1356463 ORDERc 7 OUAMITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNITOF UNIT EXTENDED THIS LOAD 'ORDERED DELIVERED CODE MFJSURE PRICE PRICE. cy-- -- -- 5098 FUEL Truck # Plana # Slump. Due at Job Use of Concrete — SUBTOTAL Cara-'m 9 .Air ETLlain %er Plas. Drivers Name `i 11 H, J Hf'it`J TAX _ LI CONCRETE TESTED .:.TOTAL lelivery Instructions NARSEL 772. 370 3360 1. WARRANTY Thematerials sold -by Continental F Materials Inc. (hereinafter "Conmental^).are warranted f 3ar from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu o, ar, other warrantin (wheiher'written, oral or implied), includir, o.,r warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greaterthan the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to Incidental,'. indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement.,. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goads, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life; property, damage or economic losses as a result of breach by Continental of any and all of the. foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price ofthe goods, materials, or seMces purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages; including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or Costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement,. breach of the express or implied warranties delineated above; negligence. strict liability or other tortious. conduct Committed by Continental in connection with Its sale to the purchasers use of goods, materials or services sold by Continental. S. DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4:,COLLECTION cQ$TS Purchaser agrees ltopay attomeys tees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy^� avid for post -judgment collection procedures. Venue'of any aclow between Ina Purchaserand Contlnenfal'shalI 1T*e Sroward County; F&IR15 --- 5. MIX CODF1L0Q_A7TgN$: The purchaser agrees to order the mix needed by product Corte and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Contnental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The. Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SI . Where delivery of products is to be. to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment -+ breakdowns, industrial stoppages qr shortages of raw materials. If Continental is unable to complete delivery; of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the samerates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time ofdelivery for compliance with the Purchaser's order. Variations between actual quantifies delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery:. otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. I0.M!WMUM I QA.LU"AF5EAll prices quoted are based an loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One callback without charge will be allowed on pours exceeding ten yards. 11.y60AITiNG�: A maximum of sixty minutes per10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12:ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 1 S.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for Concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture oradditive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICAL ASSISTANCE: Continental accepts no responsibility forclaims arising from technical advice orassistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on Its own architects, engineers or other technical experts. 15.SAFETYDATA; The Material Safety Data Sheets for the products sold fay Continental are available upon request. 16.MODIFICATIQN OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these tens and Conditions or ofany warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These Conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee. nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may varydue to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS:The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terns contained herein supersede. any and all terms previously given to Purchaser that conflict with the terns. herein. If, at the requestof the Purchaser, Continental Florida Materials Inc. enters Into a written agreement or purchase order with the Purchaser to. furnish materials to or on behalf of the: Purchaser fora specificproject or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written Contract or purchase order to the contrary and, if there is a Conflict with terms and/or provisions of the. written Contract or purchase order, the terms herein shall prevail and be determinative. r Port St. Lucie Building Department This forth Is W be filled out by pest Conml Company Certificate of Compliance (This is a partial treatment only and not a guarantee or warranty) Permit Number: l 9- 0 /' 02 5 5 Location of Property: /--2 � Legal Description: Section Soil Treatment Company information soil Co ipany Name. Address Soll Treatment/DACS License # The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services. A second treatment was done on (date) _,— I as per manufacturer's specification. If the second treatment is not required, a copy of the product label shall be Included with this certificate. Block Lot Treatment nInformation ' f # �-4 Dat f Treatment �er Chemical used G Concentration �zy Gallons Used sul / Method of Application (soil mixed, eta.) Linear Footage of Area Treated Second Treatment Information Date of Treatment Chemical Used Concentration Gallons Used Method of Application (soil mixed, eta) Linear Footage of Area Treated Please Note: The City of Port St. Lucie does not guarantee or warranty the preconstruction soil treatment attested to in the above. The purpose of this document is to show that to the best of this department's knowledge, the builder has satisfied the requirements of the Florida Building Code for protection against termites. This form MUST BE RETURNED to the Building Department before your ftnai Inspection Is scheduled) Lydia Galbraith From: Mike Halter Sent: Monday, April 30, 2012 12:22 PM To: Lydia Galbraith Subject: RE: Harbour Ridge Golf & Country Club maintenance buildings Approved and issued on March 1, 2012. Michael 2719 From: Lydia Galbraith Sent: Monday, April 30, 2012 11:30 AM To: Mike Halter Subject: RE: Harbour Ridge Golf & Country Club maintenance buildings Hi Mike, Did you approve and issue the storm water permit? Please let me know. Thanks, L-�dta g catbrattl7 Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772) 462-6448 Email: calbraithl(c stlucieco.oro From: Mike Halter Sent: Tuesday, February 21, 2012 7:23 AM To: Lydia Galbraith Subject: RE: Harbour Ridge Golf & Country Club maintenance buildings Yes, I just got it yesterday and the fee. Michael 2719 From: Lydia Galbraith Sent: Monday, February 20, 2012 2:17 PM To: Mike Halter Subject: Harbour Ridge Golf & Country Club maintenance buildings Hi Mike, The above major adjustment has been approved and we have the permits in for the buildings. Do they need a storm water permit? And if so have they submitted yet? Please let me know so I can add comments to the contractor. Thanks, t I�dta g cfalbratth Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772)462-6448 Email: galbraitW stlucieco.org Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and 1 or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note:. Florida has very broad public records laws, Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and I or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection. examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,. please notify the sender by reply e-mail and delete all materials from all computers. pE,�t1T /ao/-0�55 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE COMPLIANCE DIVISION BUILDING PERMIT SUB -CONTRACTOR SUMMARY f<iyfyq K!J PT • C/HU/J (.f/NI%. t/&/�P- will be using the following sub -contractors for the (Company/Individual Name)l900 J2FA01W016 %�/L project located at 12600 A/4R06VIZ R/06F BLl/a (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical Q41N�i0N /NG 9!g/ 325/ X6 L/xri� 114YY !L 3 97 EG - 000h7 Plumbing 1.1ND4111l7 P111A1P1#G,1N6• 3/85 ,A1,690 AP- Q / rum G 5 cGc/��8�58 HVAC/ &AlAfE/• //EAt1Nlth AR COMP. � z6 Mechanical 30r H. ff.j. 11Wy LIAIE o /eCvc� F� �y9y6 A4-ool&71 Roofing 04#44P A'. POW coNlr CONK P• o. pax 186 irejer P1 A4 t:GC 4913OSf Gas RUWA/6, INC 2690/ ,a P/-E 2;W. PERMIT ISSUE DATE: NUMBER: 1201- 0255 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor, Certification Number: State of Florida Certification Number (If applicable): CGG 013084 R16,11, 0 !�S . PAW have agreed to be the (Company NamellndividualName) - ROOD/N(7 sub -contractor for R/Gamo �r d4wr (rewr (Type of Trade), - (Primary Contractor) /�j4a fEQr/ro�' Tlu��L .. QO. for the project located at /26 a? A1,W IIWA0 IA A1*46 AL - (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned- project, I will immediately advise the Building and Zoning Department of.St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00), BUSINESS QUALIFIER (Name ofthe Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED _ Y SIGRATLV Business Name: Address: " City/State/Zip: Phone: PRINT NAME OFFICE USE ONLY: - PERMIT# ISSUE DATE DATE CPO? PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION B BUILDING PERMIT • SUB -CONTRACTOR AGREEMENT St Lucie County Contractor Certification Number. State of Florida Certification Number WaWimbie}. 26901 CFC1428458 Lindquist Plumbing have agreed to be the (Company Name(Individual Name) Plumbing sub -contractor for Richard K Davis Construction Corp. (Type of Trade) (Primary Contractor) 1900 Service Trail for the project located at 12600 NW Barbour Ridge Blvd. (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual sham on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Wade Case 4/4/12 SIGNATURE PRINT NAME DATE Business Name: Lindquist Plumbing 6 Supply co Inc Address: 3185 Sneed Road City/State Zip: Fort Pierce, Fl. 34945 Phone: 461-1969 email: lindquistplumbing@ymail.com OFFICR IISF ONLY: PERMfrS ISSUE DATE WAjlr I20/-0255 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION p BUILDING PERMIT o - SUB -CONTRACTOR AGREEMENT now St. Lucie County Contractor Certification Number: ^ '�'j 4c%(' p State of Florida Certification Number (If f� applicable �l [ F //�� d % t Ylirl. FfiFQ�rIQ `t Aile 6,od d ion'/na have agreed to be the (Company Name/Ind idualName) sub -contractor for (Type of Trade) (Primary Contractor) f47_r,bDU_r c� QGd�� i n k er�cLn cQ for the project located at a02 (Project Street Address or Property Tax ID ) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) QUALIFIER (Name of the Individual shown on the Contractor's License) ARE REQUIRED �/itY,O FGnm � PRINT NAMF. DATE Business Name: Address: City/State/Zip: Phone: OFFICE USE ONLY: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERAIIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number iltappticahle). - EC 000127 Arlington Electric, Inc. --......... have agreed to be the —� (Company Name/Individual Name) Electrical sub-contractorfor Richard K. Davis Construction (Type of'frade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID 9) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and 'Zoning Department of St. Lucie County by personally filing a Change or Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL, SKGN URES ARE, REQUIRED mt C 4'U, . 2FL,0lLU44llS March 8,_ 201-2 51 , A IRE PEtIN'fNAAtE DATE Business Name: Arlington Electric, Inc. Address: 3251 SE Dixie Highway City/Slate/Zip: Phone: Stuart, Fl 772-287-1353 email: steve@arlingtonelectricinc.com OFFICE USE ONLY: - -- -- - -1 h11T # ISSUE DATE PER BOARD OF COUNTY COMMISSIONERS PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6448 PHONE #: (772) 462-15S3 DATE: ' (I) l (2 NO. OF PAGES INCL. COVER: TO: I�r1Q(r U LJ(-tA %��7 I EJI�C S ATTN: RE: 1 D�, (D I m55 SENDER: Lydia Galbraith PHONE #: 462-1555 t Lydia Galbraith From: Patrick Dayan Sent: Tuesday, March 06, 2012 9:52 AM To: Lydia Galbraith; Michael Powley Cc: Ron Harris; Joe Friscia (frisciaeng@comcast.net) Subject: RE: Harbour Ridge Golf & Country Club maintenance buildings, resolution 11-009 Hi Lydia; I spoke to Joe Friscia last week. I had some comments during DRC that must never have made it to him. The following items of concern need to be addressed on the plans: 1. The rigid pavement section must be 7" thick 4000psi concrete / 12" LBR-40 subgrade 2. The flexible pavement asphalt thickness must be increased from 1 X" to 1'/:" . In addition, please reference an equivalent superpave (SP) type of asphalt mix —Marshall mixes are not commonly utilized. 3. Please reduce any pipe runs to not more than 200' between structures. Thank you. Patriclx Dayan, P.E. Senior Project Engineer St. Lucie County Public Works/Engineering 2300 Virginia Avenue Ft. Pierce, FL 34982 Tel. (772)462-2153 clayanp@stiucieco.org From: Lydia Galbraith Sent: Monday, February 20, 2012 2:18 PM To: Michael Powley Cc: Patrick Dayan; Ron Harris Subject: Harbour Ridge Golf & Country Club maintenance buildings, resolution 11-009 Hello Michael, The major adjustment has been approved and we have the permits in for the buildings. Do you need the constructible plans for review? The resolution is not mention anything. Please let me know. Thanks, LUO(La g GaLbra�th Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772) 462-6448 Email: galbraithl(a)stlucieco.org Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection. examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. TRANSMISSION VERIFICATION REPORT TIME : 03/04/2012 16:12 NAME : SLC CODE COMP FAX : 7724626448 TEL : 7724622963 SER.0 : SROE5J278861 DATE,TIME 03/04 16:11 FAX NO./NAME 94657665 DURATION 00:00:42 PAGE(S) 03 RESULT OK MODE STANDARD ECM DATE: TO: ATTN BOARD OF COUNTY COMMISSIONERS 465 -1 �bs PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6448 PHONE #: (772) 462-1553 16 12 NO. OF PAGES INCL. COVER: RE: SENDER: Lydia Galbraith PHONE ##: 462-1555 �5- -lbbg DATE: TO: ATTN: BOARD OF COUNTY PLANNING & DEVELOPMENT COMMISSIONERS r SERVICES DEPARTMENT ma BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6448 PHONE #: (772) 462-1553 'a1? 11 L NO. OF PAGES INCL. COVER: 15 SENDER: Lydia Galbraith PHONE #: 462-1555 0 Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462.1578 PROPERTY INFORMATION Address: 1900- SERVICE TRL City / State I Zip: PALM CITY Parcel#: 4425-701-0017-000/1 Zoning: PUD APPLICATION INFORMATION Permit Number: 1201-0255 Activity Type: New Permit Type: Building Commercial Review Comments FL 34990 Jurisdiction: St. Lucie County Lot#: Block: CONTRACTOR INFORMATION Contractor Name: DAVIS, DOUGLAS F Business Name: RICHARD K DAVIS CONSTRUCTION CORP Business Addr: P O BOX 186 City / State / Zit FT PIERCE, FL 34954-f Page 1 Owner(s): Harbour Ridge POA Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? Fax Number 772-465-7665 Review Type Status Reviewed By Documents Missing Pending Audrey Humphrey 01/24/2012 1 Comment NEEDS A RECORDED NOC Date Started Date Complete Date Released 01/24/2012 2 Comment NEEDS SUBS FOR ELECTRICALAND SUB SUMMARY 02/24/2012 3 Comment YOU ARE REQUIRED TO HAVEA VEGETATION REMOVAL OR EXEMPTION PERMITAT TIME OF PICK UP. IF YOU HAVENTAPPLIED FOR ITYET, PLEASE BRING IN AN APPLICATION AS SOON AS POSSIBLE. Front Counter Review Complete Audrey Humphrey 01/24/2012 01/2412012 To Be Reviewed by Zoning Complete To Be Review by Plans Exar Pending Zoning Review Incomplete Lydia Galbraith 02/2012012 02120/2012 Planning & Development Services Building & Code Regulation Division Review Comments Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 9 1 Cnmmeni 9/90/19 F-MAII TO MIKF HAI TFR TO CHFCK ON STORM WA PYlf�R7Ylrlifrisl 02/24/2012 3 02/24/2012 4 Page 2 2/21/12 ANSWER FROM MIKE, THEY NEED STORM WATER PERMITAND THEY HAVE SUBMITTED AN APPLICATION AND PAID THE FEE. 2/20/12 E-MAIL TO MIKE POWLEY TO CHECK IF THEY NEED TO REVIEW CONSTRUCTIBLE PLANS 2122/12 SPOKE WITH PATRICK DAYAN, NEED CONSTRUCTIBLE PLANS FOR REVIEW. 2/20/12 E-MAIL TO JENNIFER EVANS IN ERD. 2/21112 RESONSE FROM JENNIFER, THEY NEED VEGETATION REMOVAL/EXEMPTION PERMIT. Comment PLEASE PROVIDE A SIGNED AND SEALED SET OF CIVIL DRAWINGS FOR OUR ENGINEERING DEPARTMENT TO REVIEW. Comment PLEASE PROVIDE SUBAGREEMENT FOR ELECTRICALAND SUB SUMMARY SHEET. Comment PLEASE BEAWARE THATABOVE COMMENTS ONLY REFLECTTHE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. Planning & Development Services Building & Code Regulation Division Review Comments Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Page 1 Phone: (772) 462-1553 Fax: (772) 462-1578 Address: 1900- SERVICE TRL City / State / Zip: PALM CITY Parcel # : 4425-701-0017-000/1 Zoning: PUD APPLICATION INFORMATION Permit Number: 1201-0257 Activity Type: New Permit Type: Building Commercial Owner(s): Harbour Ridge POA FL 34990 Jurisdiction: St. Lucie County Lot#: Block: Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? CONTRACTOR INFORMATION Contractor Name: DAVIS, DOUGLAS F Fax Number 772-465-7665 Business Name: RICHARD K DAVIS CONSTRUCTION CORP Business Addr: P O BOX 186 City / State I Zil FT PIERCE, FL 34954-1 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Complete Date Released Documents Missing Pending Audrey Humphrey 01/24/2012 1 Comment NEEDS A RECORDED NOC 01/24/2012 2 Front Counter Review Comment NEEDS SUBS FOR PLUMBINGAND ELECTRICAL AND A SUB SUMMARY Complete To Be Reviewed by Zoning Complete To Be Review by Plans Exar Pending Zoning Review Pending Audrey Humphrey 01/2412012 01/24/2012 02/20I2012 Lydia Galbraith 02/20/2012 Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Address: 1900- SERVICE TRL City I State I Zip: PALM CITY Parcel# : 4425-701-0017-000/1 Zoning: PUD APPLICATION INFORMATION Permit Number: 1201-0258 Activity Type: New Permit Type: Building Commercial CONTRACTOR INFORMATION Review Comments FL 34990 Jurisdiction: St. Lucie County Lot#: Block: Contractor Name: DAVIS, DOUGLAS F Business Name: RICHARD K DAVIS CONSTRUCTION CORP Business Addr: P O BOX 186 City I State I Zil REVIEWS AND COMMENTS FT PIERCE, FL 34954-( Page 1 Owner(s): Harbour Ridge POA Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? ❑ Fax Number 772-465-7665 Review Type Status Reviewed By Date Started Date Complete Date Released Documents Missing Pending Audrey Humphrey 01/24/2012 1 Comment NEEDS A RECORDED NOC 01/24/2012 2 Comment NEEDS ELECTRICALAND PLUMBING SUBSANDASUB SUMMARY To Be Review by Plans Exar Pending Zoning Review Pending Lydia Galbraith 02/2012012 TRANSMISSION VERIFICATION REPORT TIME : 02/22/2012 11:36 NAME : SLC CODE COMP FAX : 7724626448 TEL : 7724622963 SER.0 : SROE5J278861 DATE,TIME 02/22 11:35 FAX NO./NAME 94657665 DURATION 00:01:04 PAGE(S) 05 RESULT OK MODE STANDARD ECM ub5--jbb PLANNING & DEVELOPMENT Jr-OARD OF COUNTY COMMISSIONERS,CO�[.I NT�Y��;�5� � � � �; SERVICES DEPARTMENT REGULATIONBUILDING & CODE DIVISION FAX COVER SHEET DATE: [ NO. OF PAGES INCL. COVER: TO: Ir7 ATTN: ,. L 4 ,. I# A _. SENDER: Lydia Galbraith PHONE #: 462-1555 ZONING TECH REVIEW CHECKLIST RESIDENTIAL & COMMERCIAL USE DATE PER(0|T# O;k55 / 0/) TECH: PAGE 1OF3 B SID SITE PLAN NAMES C PROPERTY TAX ID & LEGAL DESCRIPTION MATCH D LOT & BLOCK NO E PARCEL SIZE & LOT DIMS F DESCRIPTION OF ACTIVITY G TYPE OF CONSTRUCTION PERMITTED? CONDITIONAL? IS VARIANCE REQUIRED? Y N i SQ FT OF CONSTRUCTION K VALUE OF CONSTRUCTION L OWNER INFO (MATCHES GEO) 0 OFFICE USE PAGE COMPLETED ZONING EASEMENTS FCC CODE IMPACT FEES Nth REVIEW SIGNATURES B RECORDED WARRANTY DEED C COPY LAND CLEARING PERMIT D FILLED LANDS AFFIDAVIT E APPROPRIATE SUB FORMS (ORIGINAL SIGNATURE) OWNER BUILDER AFFIDAVIT IGROUND SIGN AFFIDAVIT GUEST HOUSE AFFIDAVIT UTILITY RECEIPT JOTHER PAGE 1OF3'O2/24/2009LGD ZONING TECH REVIEW CHECKLIST RESIDENTIAL & COMMERCIAL USE DATE PERMIT # TECH PAGE 2OF3 DIMENSIONAL CONFORMITY: ' OK ISSING NOTES ZONING MIN LOT SIZE MIN ROAD FRONTAGE MIN LOT WIDTH SETBACKS BASE BUILDING LINE MAX LOT COVERAGE MAX HEIGHT ACCESSORY STRUCTURE MAX 35% OF MAX LOT COVERAGE IF PROPERTY DOESN'T MEET ANY OF THE ABOVE CRITERIA, CHECK FOR NOW CONFORMING LOT OF RECORD RESEARCH. IF PROPERTY DESCRIPTION DOESN'T MATCH PROPERTY APPRAISERS DESCR. OR MAP, LOOK FOR LEGAL LOT SPLIT. SURVEY OK MISSING'' NOTES RAISED SEAL BY SURVEYOR PROPERTY MATCHES ALL DESCR. HEALTH DEP. STAMPS - 2 SURVEYS + 2 FLOOR PLANS EASEMENTS ORIENTATIONS OF BLDG MATCHES PLANS VERIFY FLOOD ZONE BUILDING DIMENSIONS SHOWN FFE SHOWN SITEPLAN OK „ MISSING NOTES COPIES OF APPROVED SITE PLAN COPIES OF RESOLUTIONS HAVE CONDITIONS BEEN MET LAND,DEVELOPMENT CODE COMPLIANCE OK MISSING NOTES CHAPTER 4 - OVERLAY ZONE CHAPTER 6 - ENVIRONMENTAL CHAPTER 7- PARKING LANDSCAPING STORM WATER SUPPLEMENTAL - STANDARDS CHAPTER 8 - ACCESSORY USES & STRUCTURES PAGE 2 OF 3, 02/24/2009 LBG ZONING TECH REVIEW CHECKLIST RESIDENTIAL & COMMERCIAL USE DATE PERMIT # TECH: OF3 LAND DEVELOPMENT CODE COMPLIANCE (CONTINUED) OK. . "MISSING NOTES _ CHAPTER 9 SIGNS CHAPTER 10 NONCONFORMITIES/ VARIANCES ;CITY VIEW DATA SCREENS PLEASE DOUBLE CHECK ALL PERMIT SCREENS TO BE SURE ALL OF THE INFORMATION IS AS COMPLETE AS POSSIBLE. EVEN THOUGH YOU MAY BE WORKING ON A PERMIT FOR AN ACCESSORY STRUCTURE, USE IT AS AN OPPORTUNITY TO UPDATE THESE SCREENS, ESPECIALLY THE PROPERTY INFORMATION PAGE. OR BOOK AND OR PAGE LOT AND BLOCK NUMBERS FLOOD ZONE UTILITY PROVIDERS LEGAL DESCRIPTION PROPERTY OWNER PHONE #S . , _ _ PERMIT PAGE I ARE COMPATIBLE CONTRACTOR PHONE & FAX #S UNITS, FLOORS, BUILDINGS, BEDROOMS, BATHROOMS SETBACKS CLEAR JOB DESCRIPTION ',,VALUATION PAGE IMPROVEMENT AND EXISTING SQUARE FOOTAGE BE SURE TO KEEP NOTES IN THE REVIEW PAGE AND THAT ALL PERMITS ARE TRACEABL WITH CORRECT REVIEW TYPES, DATES RECEIVED, COMPLETED AND FORWARDED FOR THE NEXT REVIEW STEP FEES/PAYMENTS DOUBLE CHECK FEE TYPES AND AMOUNTS PAGE 3 OF 3, 02/24/2009 LBG Lydia Galbraith From: Jennifer L. Evans Sent: Tuesday, February 21, 2012 8:57 AM To: Lydia Galbraith Cc: Paula Bushby, Amy Griffin; Robin Meyer; Benjamin Balcer Subject: RE: Harbour Ridge Golf & Country Club, maintenance buildings. Hi Lydia, I just checked Yvette's final report and she has COA's based upon issuance of a VP so it looks like they need to submit an application. Thanks, From: Lydia Galbraith Sent: Monday, February 20, 2012 2:23 PM To: Jennifer L. Evans Cc: Paula Bushby; Amy Griffin; Robin Meyer Subject; Harbour Ridge Golf & Country Club, maintenance buildings. Hi Jennifer, The above major adjustment is approved and we have the permits in for the buildings. Did you already receive a vegetation removal/ exemption application? If not do they need one? Please let me know so I can inform the contractor. Thanks, t_I Act g clatbratth Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772) 462-6448 Email: galbraithl anstluciecomg Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Lydia Galbraith From: Mike Halter Sent: Tuesday, February 21, 2012 7:23 AM To: Lydia Galbraith Subject: RE: Harbour Ridge Golf & Country Club maintenance buildings Yes, 1 just got it yesterday and the fee Michael 2719 From: Lydia Galbraith Sent: Monday, February 20, 2012 2:17 PM To: Mike Halter Subject: Harbour Ridge Golf & Country Club maintenance buildings Hi Mike, The above major adjustment has been approved and we have the permits in for the buildings. Do they need a storm water permit? And if so have they submitted yet? Please let me know so I can add comments to the contractor. Thanks, L_�d%a g cfalbratth Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772)462-6448 Email: galbraithl(a)stlucieco.oro Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection. examination and or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, (Parcel Id GQGF 701- 00e7-491)-i /2600 IVW Bd/L w for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. `Property Name lease Print) f'Property Owner Signature ESTATE OF FLORIDA, COUNTY OF S7--- U C+Pi Date ACKNOWLEDGED BEFORE ME THIS It DAY OF ✓�.(/u Au2. ✓ , 20 /d—. , BY✓//y+L/1d,2,1 J. .J41ZiEad WHO IS PERSONALLY KNOWN TOME_ ORWHOHAS PRODUCED lir 4f2 /1 a' AS IDENTIFICATION. yr ,,•, MAR GAHETA.EPPEHSON w COMMISSION 9 EE OBse41 �8f,n EXPIRE& AUggust 10. 2016 Bonded tlw NofaryPos6oUrdenMlere SLCPDSD Revised 082420I0 (SEAL) Property Appraiser - St.Lucie (�,, .ity, FL Page 1 of 1 PROPERTY RECORD CARD Harbour Ridge PDA Record: 1 of 4 «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification yCIE Site Address: HARBOR RIDGE ParcellD: 4425-701-0017-000-1 ���^�G� Sec/Town/Range: 25:37S :40E Account #: 119248 y / Map ID: 44/26S Land Use: UTLTY Zoning: PUD City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Harbour Ridge PDA HARBOUR RIDGE -PLAT 2- TRACT U-1-LESS 0.35 AC AS IN OR 923- Address: 12600 NW Harbour Rdige Blvd 1513- (5.83 AC) (OR 923-1513) Palm City FL 34990 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 381400 Land Value: 93300 Acres: 5.83 10/4/1994 100 01 WD 0923 / 1513 Assessed: 381400 Building Value: 288100 Ag.Credit: 0 Finished Area: 16860 SgFt Exempt: 381400 Taxable: 0 Taxes: 0 BUILDING INFORMATION 6> y. Exterior Features View: - RoofCover: - RoofStruct: - ExtType: LD -LD YearBlt: 1984 Frame: - Grade: D-D EffYrBlt: 1984 PrimeWall: - StoryHght. 0000-DONT USE No.Units: SecWall: - Interior Features Bed Rooms: 0 Electric: - PfmintWall: - FullBath: 0 HeatType: - AvgHf/FI: STD 1/2Bath: 0 HeatFuel: - Prm.Flors: - °/.A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth EXTR - EXTR S 1 19810 AV AV 0 1 9100-UTLTY 530 -Acres 5.83 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/prc.asp?prclid=442570100170001 1/23/2012- A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Richard K. Davis Construction Corp. P. O. Box 186 Fort Pierce, Florida 34954 Contractor: Client Site: U rbourRidge_Y.acht.and_Country-Club,Build ng Palm City, St. Lucie County, Florida Foundation Pad 4R11101416 R4&I /7- Report Date: Project No.: Lab No.: Technician: Page No.: /20l - 0255 April 19, 2012 961 64 J. Cristales IofI Test No. Date Tested Location Elevation (ft) HCP Compaction Pass/ Fail In Place Min Req'd 1 4/18/12 Northwest Comer 0-1 85 95+ 95 P 2 I'll 1-2 80+ 95+ 95 " P 3 Northeast Comer 0-1 60 95+ 95 P 4 I'll 1-2 80+ 95+ 95 P 5 Southwest Corner 0-1 60 95+ 95 P 6 I'll 1-2 80+ 95+ 95 P 7 Southeast Corner 0-1 65 95+ 95 P 8 "" 1-2 80+ 95+ 95 P 9 Center Area 0-1 65 95+ 95 P 10 I'll 1-2 80+ 95+ 95 P Remarks: • All elevations are below top of pad. • The Hand Cone Penetrometer (HCP) test, in conjunction with information about the soil type, is empirically correlated to the relative density of the subsurface soils. • The percent compaction corresponds to the modified Proctor maximum dry density (ASTM D 1557). Distribution: 1� Client - 2 *-4Yy ?�2 sr DWM/em �n s fy � Reviewed by: A. M. ENGINEERING AND TESTING, INC. D d.EZr�� r/ lorida Registration No. 60675 F:W M DatalRichard K. Davis Construction Corp. -Various - 961 Vfarbour Ridge Yacht & Country Club, Palm City, SL064 - Foundation Pad -Den. 05-01-'12 14:35 FROM-A.M; `:-gineering ti 772-924-3580 T-359 P0003/0005 F-797 Florida's Leading Engineering Source Environmental • Geotechnical . Constmctlan Materials Testing . Threshold&$pecldlnSpedienS - Private Pravidcr$ervices&Code Comollaoce DENSITY OF SOIL IN PLACE Client: Richard K. Davis Construction Corp. Report Date: May 1, 2012 P. 0. Box 186 Project No.: 12.0698.00 Fort Pierce, Florida 34954 Technician: R, Marchand Contractor: Client Page No.: 1 of 2 Site: Harbour Ridge Yacht and Country Club Permit No.: 1201-0255 Palm City, St. Lucie County, Florida Building C, Footings Test No. Date Tested Location Eleva- tion (it) Field Test Results PMaX°T Dry Density ( Compaction Pass/ Fail HCP H2O Dry Density (pef) Probe Depth (in) in Place (%) Min Req'd (%) 1 4/30112 Map Location 1 0-1 8.6 106.7 12 108.0 98.8 95 P 2 "" 1-2 70+ 95+ 95 P 3 Map Location 2 0-1 9.3 106.2 12 108.0 98.3 95 P 4 I'll 1-2 70+ 95+ 95 P 5 Map Location 3 0-1 9.1 107.1 12 108.0 99.2 95 P 6 I'll 1-2 70+ 95+ 95 P 7 Map Location 4 0-1 7.8 106.4 12 108.0 98.5 95 P 8 "" 1-2 70+ 95+ 95 P 9 IMap Location 5 0-1 9.2 107.7 12 108.0 99.7 95 P 10 I'll 1-2 70+ 95+ 95 P 11 Map Location 6 0 -1 9.5 106A 12 108.0 98.2 95 P 12 "" 1 - 2 70+ 95+ 95 P 13 Map Location 7 0-1 8.4 106.3 12 108.0 98.4 95 P 14 "" 1-2 70+ 95* 95 P Remarks: • Elevations are below bottom of footing. �, • Field density tests were performed in general compliance with ASTM D 6938, Density of Soil in Pla¢clear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically ccorre a &)1 the relative density of the subsurface soils. /LJ ©� • Laboratory Proctor maximum dry density was determined in accordance with ASTM D1557. 041 ZO�p F� Port 5t. Lucie a Jacksonville a Orlando a Delray Beach a Baca Raton a Fort Myers a Tampa 590 N.W. Mercantile Place a Port St. Lucie, Florida 34986 - (772) 924.3575 0 (712) 924.3580 (fax) a wvnv.teamgfa.com r Joe Cicio From: Jennifer L. Evans Sent: Friday, August 10, 2012 3:32 PM To: Joe Cicio; Eileen Norton; Lydia Galbraith; Irvie Saunders; Linda Pendarvis Cc: Amy Griffin; Benjamin Balcer Subject: FW: Harbour Ridge Golf Maintenance Attachments: image001.emz; image003.emz; image004.png HI all, I have inspected the Harbor Ridge Golf maintenance area and confirmed that they have removed all of their exotics and therefore completed their ERD condition of approval associated with Resolution No, 11-009. Let me know if you need anything further from me on this and have a great weekend! Thanks Jenn From: Roger Priest [mailto:rpriest@rkdavis.com] Sent: Friday, August 10, 2012 3:25 PM To: Jennifer L. Evans Subject: Harbour Ridge Golf Maintenance Jennifer, These are our permit numbers for the five permits currently open. Each permit has the same inspection requirement, requiring us to address note #2 on page 3 of the site plan conditions. The inspection code is 805. Building A 1203-0229 ✓ Building B 1203-0228✓ Building Building C D 1201-0255✓ 1201-0258✓ Building E 1201-0257✓ Thanks for you help with this project! 465-7665 LIC. COGOIS034 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and ! or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 (772) 924-3575 OFFICE - (772) 924-3580 FAx ✓ A 1203- 0=9 �'112PIN& ✓ C �Zo! -0255 Apri123, 2012 �. g(11Z lN6 ✓ ��✓" 02�3 Richard K. Davis Construction, Inc. Attention: Roger Priest B(�/LO�/✓6 �2Q�— ��� PO Box 186 Fort Pierce, Florida 34954 Re: Geotechnical Exploration for Golf Maintenance Area Upgrade Harbour Ridge Yacht &Country Club 12600 Harbour Ridge Boulevard Palm City, Martin County, Florida Project No. 961-63 Ladies and Gentlemen: A. M. Engineering and Testing, Inc. is pleased to submit this geotechnical exploration report for the referenced project. After a brief executive summary, this letter presents our understanding of the project, a description of the explorations, a summary of the site and subsurface conditions, and our conclusions and recommendations for the foundations of the proposed construction. This report was prepared in general accordance with Chapter 18 of the 2007 Florida Building Code. EXECUTIVE SUMMARY The subgrade soils should be improved with compaction from the stripped grade prior to constructing the foundation pad. The top 2 feet below stripped grade should be compacted to a minimurn of 95% density prior to placing fill to achieve final grade. Fill (including stemwall backfill) should be placed in 12 inch lifts and compacted to achieve 95% density. After excavation for footings, the subgrade to a depth of 2 feet below bottom of footings should be compacted to achieve a minimum 95% density. The foundation pad should consist of compacted lifts of suitable soil. The soil density should be tested before placing steel for the foundation. After completing the recommended -kte can be supported on PROJECT DESCRIPTION are Based on a site plan (reproduced as the Boring Location Plan attached to this report) and conversations with the client, the project consists of constructing a one-story 11,250 square foot (sf) open metal Building "C", a 2,500 sf metal building addition to Building "A", a 2,560 sf metal Building "D", and 1,500 sf fuel canopy. A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration for Golf Maintenance Area Upgrade Harbour Ridge Yacht & Country Club Palm City, Martin County, Florida Project No. 961-63 We have not received any information regarding structural loads. For the foundation recommendations presented in this report we assumed the maximum column load will be 50 kips and the maximum wall loading will be 4 kips per linear foot. The new foundation pads had been prepared, and we estimate that they were within 1 foot of final grade. If the information above is incorrect, A. M. Engineering should be advised promptly so that we can review our recommendations and revise them if necessary. FIELD EXPLORATIONS The subsurface conditions at the project site were explored on April 18, 2012, with six (6) Cone Penetrometer Test (CPT) soundings and six (6) Auger Borings (AB). The CPT soundings were performed in general compliance with ASTM D 3441, 'Deep Quasi -Static, Cone and Friction - Cone Penetration Tests of Soils", and the auger borings with ASTM D 1452, "Practice for Soil Investigation and Sampling by Auger Borings". The approximate locations of the explorations are noted on the Boring Location Plan. The borings were located based on the provided plans and measured distances to distinguishable landmarks. GPS coordinates obtained at boring locations are included on the logs. The depths on the boring logs are below the ground surface at the time the borings were completed. SITE AND SUBSURFACE CONDITIONS The project site was generally flat. The site was an existing maintenance facility. The grade at the site was estimated to be even with the adjacent road at the time of exploration. Several structures occupied the site. The North Fork of the St. Lucie River was located about '/a miles east, and a large pond was located a few hundred feet east, of the maintenance area. The new foundation pads had been prepared, and we estimate that they were within 1 foot of final grade. The subsurface soils encountered in the borings generally consisted of fine sand with occasional little silt from the ground surface to the boring termination depths of 6 feet. Very dark brown organically stained sand with little silt (hardpan) that was generally weakly cemented was encountered from about 5 to 6 feet below ground surface at boring CPT-1. The CPT soundings generally indicated the soils were loose from the ground surface to a depth of 1 foot, medium dense to dense from 1 to 10 feet, and then medium dense from 10 feet to the termination of the soundings at depths of 17 and 20 feet. Ground water was encoinitered 4"and 4'/a feet- below existing grade at the completion of the borings. The water table will fluctuate seasonally depending on local rainfall, nearby drainage features. The rainy season in South Florida is normally between May and October. A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration for Golf Maintenance Area Upgrade Harbour Ridge Yacht & Country Club Palm City, Martin County, Florida Project No. 961-63 FOUNDATION RECOMMENDATIONS After the project site has been prepared per our recommendations below, the proposed structures can be supported on conventional shallow spread footings, stem wall footings, or thickened edge monolithic slabs. The footings can be proportioned using a maximum net soil bearing pressure of 2,500 pounds per square foot (psf). Although computed footing dimensions may be less, we recommend minimum widths of 16 inches for strip footings and 24 inches for square footings. The bottom of the footings should bear at least 1 foot below the adjacent exterior grade. For the loads indicated in the Project Description section, we anticipate that the total settlement will be less than 1 inch, and the differential settlement between adjacent similarly, loaded footings will be less than '/2 inch. Because of the granular nature of the subsurface soils, the majority of the settlement due to the dead loads should occur during construction and post -construction settlement should be minimal. Floor Slab Conventional slab -on -grade can be used for the ground floors of the structures. An estimated modulus of subgrade reaction of 150 pounds per cubic inch (pci) can be used for design of the slab -on -grade. The floor slabs should have a minimum thickness of 4 inches. Unless a monolithic foundation is used, we recommend isolating the ground floor slab from the column and wall foundations. Control joints should also be incorporated in the slab to control shrinkage cracks. The joints should be sawn as soon as the slabs can support loads, but not so soon as to cause raveling of the concrete surface and aggregate during sawing. Typically the cuts need to be made within two to eight hours after placement of the concrete (before shrinkage cracks can begin). Moisture barriers are recommended beneath the floor slabs to prevent moisture migration from the underlying soil resulting in dampness of the slabs. SITE PREPARATION RECOMMENDATIONS Stripping, Proofrolling and Proofcompaction The construction area should be stripped of all surface vegetation, trees, roots, debris and other deleterious matter within and at least 5 feet beyond the perimeter of the proposed building and in all paved areas. Any areas to receive fill should be likewise stripped. A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration for Golf Maintenance Area Upgrade Harbour Ridge Yacht & Country Club Palm City, Martin County, Florida Project No. 961-63 Foundations and any below grade remains of any structures that were previously within the footprint of the proposed construction should be removed. Existing utilities should be located, properly capped at the property line and removed or rerouted around the footprint of the proposed construction. Septic tank remains and septic fields within the footprint of the proposed construction should be removed and the excavation backfilled with compacted lifts of suitable soil. Trees within the footprint of the proposed construction will have to be removed and the tree holes should be backfrlled with thin lifts of compacted soil. The footprint of the building should be stripped of all surface vegetation, trees, roots, and other deleterious matter within and at least 5 feet beyond the perimeter of the proposed construction. The areas should be proofrolled and compacted with a 5 to 10-ton vibratory (or static if vibration is of concern) roller operating at a "slow walk" speed. The roller should make at least 6 overlapping passes over the entire cleared area, 3 passes in one direction and 3 more at a right angle to the first 3 passes. Proofrolling helps to detect any soft or loose zones and buried debris. If unstable areas are encountered, the project engineer or the geotechnical consultant should be advised, the matter investigated and the problem resolved. Because the initial proofrolling is very critical, we recommend that a representative of A. M. Engineering and Testing, Inc. monitor the operation. After proofrolling, the cleared areas should be compacted until the upper 2 feet of soil achieve a density of at least 95% of the modified Proctor maximum dry density (ASTM D 1557). A representative of A. M. Engineering and Testing, Inc. should check the compaction with field density tests prior to placing any fill. A vibratory roller may be used for proofrolling, stripped surface and fill compaction if existing structure(s) are of sufficient distance (generally 30 feet) away from the vibratory roller so that the structure(s) are not damaged by vibrations. If not, the proofrolling and compaction should be performed with static rolling (vibratory mode 'off ). Prior to beginning compaction operations, photographs of nearby structures can be taken to document the condition and visible cracking for claim purposes. Alternative equipment, such as front-end loaders with buckets filled with soil, has been used successfully to attain the required compaction without the problem of vibration. H A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration for Golf Maintenance Area Upgrade Harbour Ridge Yacht & Country Club Palm City, Martin County, Florida Project No. 961-63 Earthwork Recommendations Fill should be "clean" sand with less than 5% fins (percent of dry weight passing a U.S. No. 200 sieve). Higher fine contents can be used but more construction control is necessary. Hand operated equipment should be used when in close proximity to walls or other structures that could be adversely affected by vibrations or heavy equipment. The outer edges of the fill should extend sufficiently beyond the building to provide slopes with a minimum horizontal to vertical ratio of 4(H):l(V) from approximately five feet outside the building perimeter to the existing grade. The fill (including stemwall backfill) should be placed in 12-inch thick compacted lifts with each lift compacted to at least 95% of the modified Proctor maximum dry density (ASTM D 1557). The compaction should be checked with field density tests. Footing Subgrade Preparation After the footings have been excavated, a representative of A. M. Engineering and Testing, Inc. should evaluate the bottom of the footings with respect to the boring data and assess if a suitable bearing layer is present. The upper 2 feet of soil below the bottom of footing must be compacted. Our representative should perform density tests to confirm that the density of the upper 2 feet of soil in the bottom of the footings is compacted to at least 95% of the modified Proctor maximum dry density (ASTM D 1557). We recommend a "jumping jack" type compactor for footing bottom compaction. Groundwater Control Ground water was encountered 4 and 4'/4 feet below existing grade at the completion of the borings during our explorations. Some dewatering may be required for excavations that will extend to within 2 feet above the groundwater table and for deep excavations such as sewer and utility trenches. Although the actual dewatering methods should be determined by the contractor, the use of well points and sump pumps in the excavation usually is adequate for most dewatering operations. We recommend that the contract documents require an accurate determination of the ground water level immediately prior to initiating any dewatering operation. Positive drainage should be maintained at the site during construction and throughout the life of the project. 5 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration for Golf Maintenance Area Upgrade Harbour Ridge Yacht & Country Club Palm City, Martin County, Florida Project No. 961-63 Vibration Monitoring Using vibratory compaction equipment at this site may disturb adjacent structures (generally structures within 30 feet of roller could be affected). Nearby structures should be monitored before and during proof -compaction. If disturbances are noted, the vibratory compaction should be halted immediately, and A. M. Engineering should be advised. We will review the construction progress, and evaluate if the subgrade has attained satisfactory compaction in compliance with our design assumptions. Alternative equipment, such as front-end loaders with buckets filled with soil, has been used successfully to attain the required compaction. Prior to beginning compaction operations, photographs of nearby structures can be taken to document the condition and visible cracking for claim purposes. CLOSURE This report is for the exclusive use of our client in the design and construction of the previously described project. The right to rely on this report may not be assigned without written permission of A. M. Engineering and Testing, Inc. This report has been prepared in accordance with generally accepted geotechnical engineering practices in the State of Florida. No other warranty, expressed or implied, is made. We do not guarantee performance in any respect, only that our work meets normal standards of professional care. Our recommendations are based on the project information furnished to us, the results of our field explorations and our past experience. They do not reflect variations in subsurface conditions that may exist between our borings and in unexplored areas of the site. The nature and extent of such variations may not become evident until further explorations are made or construction is underway. Should such variations be observed, we recommend that A. M. Engineering and Testing, Inc. be requested to observe the actual site conditions and re-evaluate our recommendations, if necessary. Environmental concerns, including (but not limited to) the possibility that hazardous materials or petroleum contaminated soils or groundwater may be present on the project site, were not included in the scope of work. Furthermore, our explorations did not include determination or delineation of "wetland" areas. GPS readings at a specific location are subject to some variability due to the satellite coverage and local conditions. An accuracy of approximately 20 feet is commonplace. A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration for Golf Maintenance Area Upgrade Harbour Ridge Yacht & Country Club Palm City, Martin County, Florida Project No. 961-63 A. M. Engineering and Testing, Inc. has appreciated the opportunity to assist you with this phase of your project. If you have any questions regarding this report or need any further information, please call us. Respectfully submitted, A. M. ENGINEERING AND TESTING, INC. 23 Z r, .E. Senior Geoteclinical.Engineer Florida Registraiion No. 60675 A. M. ENGINEERING AND TESTING, INC.: Certificate of Authorization No. 6632 Attachments: Boring Location Plan CPT Sounding Logs (6) Auger Boring Logs (6) Key to Soil Classification Copies: Client (2) 6&A David Alker Project Manager F: WM DataTichard K Davis Construction Corp. - parious - 961Warbour Ridge Yacht & Country Club, Palm City, SLC163 - Reportdoc Lnu b 4 . i C b. d, • �'t1P a �O - TRACT 'U-1' • ! 'd A' .� ° I I �'eCl IeE ryyi °��,.,.. CPT-5 /1� � I o II ° • I ° "m' o 1 — � 8 4 ;er I x --= ,�., �„ , ,Y ;._._i _ NOT INCLUDED __ _ — — _ — — _ -._ — _ _!— — �' _ _ _ —CIP _ _ -- _ — _ — _ _ Geotechnical Exploration for Golf Maintenance Area Upgrade Harbour Ridge Yacht & Country Club 12600 Harbour Ridge Boulevard Palm City, Martin County, Florida 10' x 10' UUMPSTER OEfAIL b�b r-3 o- �I I °_ o- LOCATION sn-.o S/ MAP / 11 e�wrnosszc,c„ DATE: APRIL 18, 2012 PROJECT NO: 961-63 A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. Lucm, FLORIDA 34986 TEL:(772) 924-3575 FAx:(772) 924-3580 A. NIL. 2NGINEERING AND TESTING, iriC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PRONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Richard K. Davis Construction Corp. Date: 4/18/12 Project No.: 961 Project: Harbour Ridge Yacht & Country Club Lab No.: 63 Golf Maintenacne Area Upgrade Field'Crew: J. C. Palm City, St. Lucie County, Florida Rig ID: Kenworth Location: CPT - I N27.220990 W80.307370 Page: 1 of 1 Elevation: Existing Grade Field Data q, FR Depth P I P+S I (ti}) (meters) 4 8 16.5 0.2 40 50 80 2.5 0.4 50 65 100 2.0 0.6 120 135 240 0.8 0.8 170 185 340 0.8 1.0 100 120 209 1.0 1.2 90 105 180 1.1 1.4 40 55 80 2.5 1.6 70 85 140 D.8 1.8 40 48 80 2.0 2.0 19 31 38 3.1 2.2 21 30 42 1.9 2.4 21 27 42 3.8 2.6 30 42 60 2.9 2.8 30 43 60 3.1 3.0 32 46 64 2.3 3.2 42 53 84 1.6 3.4 42 52 84 1.1 3.6 35 42 70 1.7 3.8 28 37 56 1.2 4.0 26 31 52 LS 4.2 26 33 52 1.8 4.4 30 37 60 2.0 4.6 30 39 60 1.8 4.8 32 40 64 2.1 5.0 32 42 64 5.2 0 67 10 15 25 30 35 40 Cone Bearing, qc (tst) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 F:"DaialRichard K. Dans Construction Corp. - Various - 961 iHarbour Ridge Yacht & CountryClub, Palm City. SLCI63 -(.PI (6) A. 1.. ' NGINEERING AND TESTING; .. C. 590 N.W. MERCANTILE PLACE, PORT ST. LucIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Richard K. Davis Construction Corp. Date: 4/18/12 Project No.: 961 Project: Harbour Ridge Yacht & Country Club Lab No.: 63 Golf Maintenacne Area Upgrade Field Crew: J. C. Palm City, St. Lucie County, Florida Rig ID: Kenworth Location: CPT - 2 N27.220230 W80.307200 Page: 1 of 1 Elevation: Existing Grade Field Data q, I FR I Depth P P+S (tsf) (meters) 8 16 5.8 0.2 25 32 50 4.2 0.4 32 48 64 3.1 0.6 85 10U 170 1.2 0.8 135 150 270 0.7 1.0 135 150 270 0.7 1.2 110 125 220 US 1.4 125 140 250 0.8 1.6 60 75 120 1.7 1.8 25 40 so 1.8 2.0 25 32 SU 2.4 2.2 20 29 40 2.6 2.4 18 26 36 3.7 2.6 26 36 52 3.0 2.8 30 42 60 2.6 3.0 29 41 58 2.3 3.2 25 35 50 2.4 3.4 23 32 46 2.3 3.6 28 36 56 1.7 3.8 29 36 58 1.8 4.0 29 37 58 2.0 4.2 31 40 62 1.9 4.4 31 40 62 2.1 4.6 30 40 60 2.0 4.8 28 37 56 2.1 5.0 26 35 52 5.2 1-1 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 0 1 . fit, 5 10 l5 25 30 35 40 F. M Doh lRichard K. Davis Construction Corp. - Various - 961Vlarbour Ridge Yacht & Country Club. Palm City. SL063 -CPT (6) A. 1:..TNGINEERING AND TESTING,ii"MC. 590 N.W. MERCANTILE PLACE, PORT ST. LuciE, FLORIDA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Richard K. Davis Construction Corp. Date: 4/18/12 Project No.: 961 Project: Harbour Ridge Yacht & Country Club Lab No.: 63 Golf Maintenacne Area Upgrade Field Crew: I C. Palm City, St. Lucie County, Florida Rig ID: Kenworth Location: CPT - 3 N27.220410 W80.307120 Page: 1 of 1 Elevation: Existing Grade Field Data qe I FR Depth P I P+S I (ts}) (meters) 5 10 11.9 0.2 34 43 68 2.1 0.4 21 32 42 3.1 0.6 45 55 90 2.5 0.8 28 45 56 3S 1.0 45 60 90 2.2 1.2 65 80 130 1.5 1.4 70 85 140 U.9 1.6 6U 7U 120 1.1 1.8 SU 60 100 2.0 2.0 75 9U 150 U.9 2.2 80 91) 160 1.2 2.4 21 35 42 2.2 2.6 8 IS 16 4.1 2.8 13 18 26 4.1 3.0 19 27 38 3.5 3.2 27 37 54 3.4 3.4 31 45 62 2.8 3.6 37 SU 74 2.0 3.8 31 42 62 1.7 4.0 29 37 58 2.0 4.2 27 36 54 2.4 4.4 25 35 50 2.1 4.6 24 32 48 1.9 4.8 25 32 50 1.8 5.0 27 34 54 5.2 0 5 10 is 25 30 35 40 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 F:"DalaIRlchard K. Davis Conslruclion Corp. - Various - 9611Harbour Ridge Yachl & Country Club, Palm Cily, SLC163 - CPT(6) I A. ' ENGINEERING AND TESTING, iNC. 590 N.W. MERCANTILE PLACE, PORT ST. LuCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAx:(772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Richard K. Davis Construction Corp. Date: 4/18/12 Project No.: 961 Project: Harbour Ridge Yacht & Country Club Lab No.: 63 Golf Maintenacne Area Upgrade Field Crew: J. C. Palm City, St. Lucie County, Florida Rig ID: Kenworth Location: CPT - 4 N27.220530 W80.306880 Page: 1 of 1 Elevation: Existing Grade Field Data q. (tsf) Depth (meters) P P+S 14 28 6.1 0.2 31 44 62 2.1 0.4 55 65 110 1.2 0.6 50 60 190 2.6 0.8 18 38 36 5.5 1.0 100 115 200 1.0 1.2 110 125 220 0.9 1.4 135 150 270 0.7 1.6 135 150 270 0.7 1.8 125 140 250 0.8 2.0 105 120 210 0.9 2.2 100 115 200 1.0 2.4 95 110 190 1.1 2.6 20 36 40 2.0 2.8 15 21 30 3.1 3.0 19 26 38 2.4 3.2 24 31 48 3.0 3.4 17 28 34 7.8 3.6 12 32 24 5.0 3.8 18 27 36 5.9 4.0 22 38 44 1.8 4.2 27 33 54 1.7 4.4 25 32 50 1.8 4.6 26 33 52 1.5 4.8 26 32 52 2.3 5.0 25 34 50 5.2 0 10 is 25 30 35 40 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 b.-LW Dato'Richard K. Davis Construction Corp. - Various - 961Warbaor Ridge Yachr & Country Club. Pain, City. SLC763 - CPT (6) A. ENGINEERING AND TESTING, jNC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORiDA 34986 PHONE: (772) 924-3575 - FAx:(772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Richard K. Davis Construction Corp. Project: Harbour Ridge Yacht & Country Club Golf Maintenacne Area Upgrade Palm City, St. Lucie County, Florida Location: CPT - 5 N27.220740 W80.307110 Elevation: Existing Grade Field Data q, (ts FR Depth (meters) P P+S 8 16 8.3 0.2 25 35 50 3.7 0.4 41 55 82 2.1 0.6 41 54 82 2.4 0.8 55 70 110 1.8 1.0 125 140 25O 1.1 1.2 120 140 240 0.8 1.4 IOU 115 20U 1.0 1.6 85 100 170 1.2 1.8 75 90 150 1.3 2.0 70 85 140 1.4 2.2 70 85 140 1.4 2.4 65 80 130 1.7 2.6 18 35 36 3.3 2.8 19 28 38 3.5 3.0 26 36 52 4.6 3.2 22 40 44 4.2 3.4 26 40 52 3.8 3.6 25 40 so 4.5 3.8 33 so 66 2.4 4.0 34 46 68 1.9 4.2 38 48 76 1.7 4.4 37 47 74 2.0 4.6 42 53 84 1.6 4.8 45 55 90 1.5 5.0 45 55 90 5.2 A C 5 10 15 25 30 35 40 Date: 4/18/12 Project No.: 961 Lab No.: 63 Field Crew: J. C. Rig ID: Kenworth Page: I of 1 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 RUM Da(alRichard K Davis Consimclion Corp. - Various - 9611Harbour Ridge Yacht & Country Club. Palm Cur. SL('163 - CPT (6) • A. N:.. -2NGINEERING AND TESTING, iul C. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Richard K. Davis Construction Corp. Date: 4/18/12 Project No.: 961 Project: Harbour Ridge Yacht & Country Club Lab No.: 63 Golf Maintenacne Area Upgrade Field Crew: J. C. Palm City, St. Lucie County, Florida Rig ID: Kenworth Location: CPT - 6 N27.220950 W80.307110 Page: 1 of 1 Elevation: Existing Grade Field Data qe FR Depth I p I P+S (tsf) (meters) 5 10 11.9 0.2 16 25 32 4.1 0.4 30 40 60 4.0 0.6 32 50 64 3.9 U.8 26 45 52 4.6 1.0 36 54 72 2.8 1.2 105 120 210 0.9 1.4 115 130 230 1.1 1.6 95 115 190 1.4 1.8 80 100 160 1.2 2.0 70 85 140 1.4 2.2 65 80 130 1.0 2.4 70 80 140 1.5 2.6 20 36 40 3.0 2.8 25 34 50 3.7 3.0 28 42 56 3.1 3.2 23 36 46 3.7 3.4 38 51 76 1.4 3.6 38 46 76 1.9 3.8 26 37 52 2.0 4.0 23 31 46 2.6 4.2 26 35 52 2.0 4.4 30 38 60 2.2 4.6 37 47 74 1.8 4.8 42 52 84 5.0 ,1 10 is 25 30 35 40 Cone Bearing, qc (tst) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 F:WM Dota0chard K. Davis Construction Corp. - Various - 9611Harbour Ridge Yacht & Country Club. Pain, City, SLC163 - CPT (6) M. ENGINEERING AND TESTING :, "C. 590 N.W. MERCANTILE PLACE, PORT ST. LucrE, FLORIDA 34986 PHONE (772) 924-3575 FAX (772) 924-3580 AUGER BORING LOGS (ASTM D-1452) Client: Richard K. Davis Construction Corp. Project No: 961 Project: Harbour Ridge Yacht and Country Club Lab No: 63 Golf Maintenance Area Upgrade Test Date: April 18, 2012 Palm City, St. Lucie County, Florida Elevation: Existing grade Technician: J. Cristales TEST LOCATION: AB @ CPT —1 Depth (feet) Description (color, texture, consistency, remarks) 0-2 Brown fine sand 2 — 2%2 Gray fine sand 2%2 — 5 Light brown fine sand 5-6 Dark brown organically stained fine sand, little silt (weakly cemented) Water table at 4 feet below ground surface TEST LOCATION: AB @ CPT — 2 Depth (feet) Description (color, texture, consistency, remarks) 0 —'/2 Brown fine sand, trace roots %2 — 1'/2 Light brown fine sand, trace to little rock pieces 1 %2 — 3 Brown fine sand 3-4 Gray fine sand, trace roots 4-6 Light brown fine sand Water table at 4'/4 feet below ground surface TEST LOCATION: AB @ CPT - 3 Depth (feet) Description (color, texture, consistency, remarks) 0 — 1 %2 Light brown fine sand 1'/2 — 2 Dark brown fine sand, little silt 2-3 Brown fine sand 3-4 Gray fine sand, trace roots 4-6 - Light brown to brown fine sand Water table at 4'/4 feet below ground surface F:WM DatalRichard K. Davis Construction Corp. - Various - 961Warbour Ridge Yacht & Country Club, Pahn City. SL063 - AB @ CPT's (6).doc ...W. ENGINEERING AND TESTING, 590 N.W. MERCANTILE PLACE, PORT ST. LucrE, FLORIDA 34986 PHONE (772) 924-3575 FAx (772) 924-3580 AUGER BORING LOGS (ASTM D-1452) Client: Richard K. Davis Construction Corp. Project No: 961 Project: Harbour Ridge Yacht and Country Club Lab No: 63 Golf Maintenance Area Upgrade Test Date: April 18, 2012 Pahn City, St. Lucie County, Florida Elevation: Existing grade Technician: J. Cristales TEST LOCATION: AB @ CPT — 4 Depth (feet) Description (color, texture, consistency, remarks) 0-2 Brown fine sand, trace rock pierces, trace silt 2-3 Light brown fine sand 3-4 Gray fine sand, trace roots 4-6 Light brown to brown fine sand Water table at 4'/4 feet below ground surface TEST LOCATION: AB @ CPT — 5 Depth (feet) Description (color, texture, consistency, remarks) 0 — 2%2 Light brown fine sand 2'/2 — 3 Dark gray fine sand, trace roots, trace silt 3-6 Light brown to brown fine sand Water table at 4'/4 feet below ground surface TEST LOCATION: AB @ CPT — 6 Depth (feet) Description (color, texture, consistency, remarks) 0-2 Light brown fine sand 2-4 Gray fine sand, trace roots, trace silt 4-6 Light brown to brown fine sand Water table at 4'/4 feet below ground surface F.•W M Data1Richard K. Davis Construction Corp. -Various - 961Warbour Ridge Yacht & Country Club. Palm City. SL063 - Ali(a) CPT's (6).doc KEY TO SOIL CLASSIFICATION 40 CLASSIFICATION OF SOIL CONSTITUENTS BY PARTICLE SIZE ASTM D 2487 and 2488 Category Particle Diameter Silt and Clay Soil passing a No. 200 75- m) sieve Fine — Particles of rock passing the No. 40 (425-µm) sieve and retained on the No. 200 (75-µm) sieve Sand Medium — Particles of rock passing the No. 10 (2.00-mm) sieve and retained on the No. 40 (425-µm) sieve Coarse — Particles of rock passing the No. 4 (4.75-mm) sieve and retained on the No. 10 (2.00-mm) sieve Fine — Particles of rock passing the'/< -in. (19-mm) sieve and Gravel retained on the No. 4 (4.75-mm) sieve Coarse — Particles of rock passing the 3-in. (75-mm) sieve and retained on the %-in. (19-mm) sieve Cobbles Particles of rock passing 12-in. square opening and retained on a 3-in. (75-mm) sieve Boulders Particles of rock that will not pass a 12-in. square opening AMOUNT OF CONSTITUENTS IN SOIL* COARSE AND FINE GRAINED SOILS Sand, Gravel, Silt, Clay, Shell Fragments, etc, ORGANIC SOILS: Soils containing vegetable tissue in various stages of decomposition that has a fibrous to amorphous texture, usually a dark brown to black color, and an organic odor. Content of Minor Soil Constituents Modifier Organic Content Modifier <5% Trace <25% Slightly to Highly Organic 5% to 12% Little 12% to 30% Some 25% to 75% Muck 30% to 50% And >75% Peat *Approximations based on visual examination of samples and results of available laboratory testing. In general accordance with test methods ASTM D 2487 and ASTM D 2488. CORRELATION OF RELATIVE DENSITY AND CONSISTENCY: SPT BORING ASTM D 1586), CPT SOUNDING ASTM D 3441), AND HCP TEST Granular Soils Sands and Gravels > 50% Cohesive Soils Silts and Cla s >50% CPT HCP Relative CPT HCP Relative SPT Cone Bearing Cone Bearing Soil SPT Cone Bearing Cone Bearing Soil N-Value* Value** Value*** Density N-Value* Value** Value*** Density 0-4 0-20 0-20 Very loose <2 0-3 0-20 Very soft 5-10 21-40 20-35 Loose 2-4 4-6 20-35 Soft 11 — 30 41 —120 35+ Medium 4-8 7 — 12 35+ Firm Dense 31— 50 121— 200 Dense 8 —15 13 — 25 Stiff 50+ 200+ Very 15 — 30 25 — 50 Very stiff Dense > 30 Over 50 Hard * Standard Penetration Test (SPT) N-Value Blow Counts for 12 inches. ** Cone Penetrometer Test (CPT) Cone Tip Resistance Values (in tst). *** Hand Cone Penetrometer Test (HCP) Cone Tip Resistance (in ksf), may not be applicable for some cohesive soils. CAI'%G�or 590 NW Mercantile Place, Port St. Lucie, Florida 34986 Phone: (772) 489-9989 Fax: (772):489 2989 IN STRUCTURAL STEEL GFA PROJECT#12-0853.00 LTFRNAT',��iPv INSPECTION REPORT DATE 11-Jul-12 PROJECT Harbour Ridge Yacht & Country Club 5 I M I T i W TH F S LOCATION 12600 Harbour Ridge Blvd., Palm City DAY x PERMIT NO. BRIGHT SUN CLEAR OVERCAST RAIN OWNER WEATHER x BELOW 60 60-75 75.90 ABOVE90 CONTRACTOR Richard K. Delve Construction Corp. TEMPERATURE x LOW MODERATE HIGH ARCHITECT WIND X Report No LOW MODERATE HIGH ENGINEER HUMIDITY x MEMBERS)AREAINSPECTED: =Re -Inspection Building A, C, D & E a/Z l.z THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED D O CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO WA x 1 MILL CERTIFICATION AND TEST REPORTS JUL 19 2012 x 2 DISTORTION, EXCESSIVE RUST, BURNED HOLES x 3 CAMBER x 4 SIZE, THICKNESS, WEIGHT x 5 SPLICES x 6 BOLTS IN ALL BOLT HOLES x 7 ANCHOR BOLT SIZE, LENGTH, PLUMBNESS, EMBEDMENT, THREAD PROJECTION x 8 HIGH TENSILE BOLT SIZE, LENGTH, TYPE, WASHERS, NUTS x 9 BOLT TOROUEING x 10 COLUMN AUGNMENT, BASE PLATE SIZE AND PIT x 11 GROUTING OF BASE PLATES x 12 BAR -JOIST SIZE, SPACING, BEARING, CONDITION x 13 BARJOIST BRIDGING AND BRACING x 14 CORRUGATED ROOF DECK GAUGE; CONDITION, SIDE AND END LAPS x 15 HEADED STUDS PLACEMENT AND WELDING DISPOSITION OF INSPECTION: Section /Area Approved =Work In Progress Re -Inspection Required COMMENTS / ACTION REQUIRED: Bolts were verified as snug tight. �rnmgwxurn�rr Inspection Performed By: M f k�E.,B cfey - F •. , VC On Site = Inspection Certified By: 7 6 o Off Site E :F.k Registered Professional No: -. 150R Travel Certified Special Inspector No: �•. ' Q farm revised 11)21/06 Total Hours _ 51 FBPE Certificate No: 493 'q Li **a•••••^••• EnWo=enbl. Geotecmoal. Conch bn Maledala restht; e Spccb[& Threshold ImpecCVns • Plan RaYaw& Code Camp nalRmt Floddfo Loading Enginoodng So. 4uF)MaterialsInc.conTInen"l 1350 W.Sunrise Blvd., Suite430 1745098 Sunrise, Fg' 33323 1'�EIDELBERGCEMENTGroup Tel: (954) 858-0780 CAUTIONH Freshly mixed cement, mortar, UNLOADING Driversareprohicted b concrete or grout may cause skin injury. Avoid from delivering concrete except under the co I Iplt�m JI�V� �II�I III @II®I jl�j���lI�A 1�Il I��I contact with areas prom ly with and wash ny peckit the age and and where ermon of his IU�jU l(II J lijl bop AB jSljl I 1 gpJ' s exposed skin areas promptly with water. IF any permit the safe and proper operaticn of his cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to and repeatedly with water and get prompt medical add water to the ma nor to go beyond the treatment. Sawing, or grinding of concrete curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchasers.Agent and his FORT PIERCE(B) Z�R�ATEPLAIA particles which, without the use of proper eye or acceptance of risk for any less or damage. 3776 SELV I TZ ROAD �� n 1 % R/ /�—/ respiratory protection, could cause eye or nose I acknowledge that I have received and 561 464-72k 4 !jl/ { a/ !/1/ irritation. The Material Safety Data Sheets for accepted the materials listed on this Yokel. / the products sold by Continental Florida I understand and agree to the terms on 'Curb line creased at Purchaser/Purchaser's gent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both ere front and back of this ticket. Agent - TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. ARRIVALTIME STARTPOURTIME FINISH POUR TIME LEAVEJOBTIME e SAGENT I P.O. NUMBER/ORDERED BY 5908077 BUILDING C SOLD TO RICHARD K u VI C $TRU"10 QUANTITY QUANTITY QUANTITY PRODUCT Truck If Plant If I Slump �OG � CalciG"m Air Elntrain 'SruperPias. )elivery Instructions NARSEL 772 fO 9 ® 9 6 6 4 3 R T PURCHASER/ PURCHASER'S AGENT ZONE JOB NUMBER I TIMETICID:TED DELIVER TO `n i00 NW HARBOR RIDGE 5098, T 'FUEL -5n9— - -ENV--FEE--Due at Job Use of Concrete Drivers Name /// iJ" CONCRETE TESTED 70 3360 DATE -nGaT 05/18/12 �13515563 ORDER: 11 xete Disposal: - yds UNIT __. ---EXTENDED- __.PRICE_ ___ PRICE SUBTOTAL TAX 1, WARRANTY:'T11o: materials sold by Continents la Materials Inc. (hereinafter "Contmental'f are warrantee year from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu or all other warranties (whether written,, oral or implied); inclu cy warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied the purchaser must examine the material upon delivery and before Installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental In the event the goods, materials or services supplied'. by Continental are alleged tobe defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence,.: strictliability, or other tortious conduct or statutory violation by Continental, shall be Bmlted to, and shall not exceed the purchase price of the goods, materials; or services: purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to,lost profits, lost wages, indirect, incidental, consequential, compensatory; special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses,. any other similar damages, or anyattorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this. agreement, breach of the express or implied warranties delineated above, negligence, strict Ilabllity or other tortious conduct committed by Continental in connection with its sale to the. purchaser's use of goods, materials or services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5 per month. 4. COLLECTION COSTsr Purchaser agrees to pay attomeys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MLY�QOQE/LQDATLCNd . The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental mayrefuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages Incurred where adequate access for delivery cannot be. obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. S. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment �• breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order; the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro mta at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantifies delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown tobe supplied as per the delivery ticket Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser andin the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MMIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery; less than five yards. One call back without charge will be allowed on. pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12!ENVIRONMENTAL.CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental. concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisimssof ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorizedagent of Continental) has added or requested Continental to add any water, admixture or additive or where the. Purchaser has mishandled the concrete after delivery. 14.TECHNICALASSISTANCEi,Continental accepts no responsibility for claims arising from technical advice orassistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers: guidance only and Purchaser agrees to rely solely on Its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the. products sold lay Continental are available upon request. 16.MODEjQATI2N OF TERMS. No employee. or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise conceming the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to after or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TEBMS: The Purchaser as indicated in this quotation,. agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms,regardless of any change In the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any. and all terms previously given to Purchaser that conflict with the terns herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contraryrand, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. K-At Structural Engineers, PLLC May 21, 2012 Mr. Joe Cicio St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, FL 34982 Re: Harbour Ridge Yacht and Country Club Turf Care Facility Building C Permit Number: 1201-0255 Dear Mr. Cicio, We have received a soils report for the referenced project. The soils report was prepared by A.M. Engineering and Testing, Inc. and was dated April 23, 2012. The report confirms the allowable soils bearing capacity of 2,500 psf which was used for the design of the foundation system. We have also received soils compaction test results which indicate that the compaction complies with the requirements of the soils report. If you should have any questions please feel free to contact us at your convenience. Respectfully, o Jig" Ron Jones, P.E. D IE0IE0V F. MAY 232012 200 Business Park Way • Suite G • Royal Palm Beach, Fl, 33411 Voice 561.793.2990 • Fax 561.793.5959 Email jse@jonmncftuul.com C13AI3038, PERMIT #: Fort P1iwcm� FL 34982 772-462-2172 Fax 772 462-" 43 CERTIFICATE OF TERMITE TREATMENT Comgmucf-70N SOIL TR94TWIMT r0 a PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #: 31 We, the urrde*Aed, heresy cmtUY thet we have PmbOatBd the a1am demibed =mWuct On for subhmnean termftrs in amardmm wfth the standards of the National Pest Como of Ass0cmen. square feet if area treated: 4t I G ° Chemicals used. Percentage of s®hxlom � p=Of; ���"� Tmnnerit _Re-Tteat Drtveway _____eTmatment Re -Treat Other _r Traftent __ate -Treat TOW gaffom used: , cy—o -nme of Tree. 10 F �% tTreatrnent _____ —e Treat �.aTreahnAnt for lw: r,r .Y! J Q" lyL-r-rFrr/ :'�Y i I , L .. nt-r•r -111 1 /.:—A I.TJ -1 • r _ _ u ..i r. i` _.:n _ _G�r?•r :• _r r. sr 04i, ♦�,�r ter' _r.,., U41- i _ � r1 •� 'i. s•fc er � q. n Continental Florida Materials Inc. co nTl n enTR& % 13�50 W. Sunrise Blvd., Suite 430 1 e 3 8 5 71 \ SSntise, FL 33323 i'IEI©ELBERGCEMENTGroup TQ`954'858-0780 CAUTIONH Freshiymxedcement,monar, UNLOADING Ddve,.Prehioaed concrete or grout may cause skin injury. Avoid from delivering concrete except under the I ID�I�I IIB�D IIIBI NIl19 aIIB� IIl�9111911� contact with areas prom ly with le and wash ny truck's own safe power,and pmeerwhere sRecon of his � exposed skin areas promptly with water: It any permit the safe and proper operaLon of his 1 h ~' cement mixtures get Into eyes: rinse immediately equipment. Drivers are not permitted to 1 3 5 6 3 3 F and repeatedly with water and get prompt medical add water to the mix nor to go beyond the treatment. Sawing, or grinding of concrete curb line, except upon the authorization of FORT P: E r: masonry units. may result in the release ofdust panicles which, without the use of proper eye or the. Purchaser/Purchasers Agent and his acceptance of risk for any oes or damage. V respiratory protection,. could cause eye or nose I acknowledge that I have received and 377E SI LV RA J Irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. 561_46, —7244 the products sold by Continental Florida I understand and agree tothe terms on .Curb line crossed Purchaser/Puchaser'Is Agent request. Initials of Purchaser/Purchaser's - Materials Inc. are available upon request.. both the: front and badeof this Ocket. `.Agent TOTAL ,Initials of Purchaser/Pumhaser's Agent acknowledging addition of water at Purchaser/Purchaser's WATER YARDS ON TRUCK/GALS OF WATER ADDED ADDED (Agent request. 1.0 9 0 - 7 - 6 15 4 3 i 1. +ARRIVAL TIME STARTPOURTIME FINISHPOURTIME LEAVE JOB TIME 1 1 PURCHASER/ PURCHASER'S AGENT 1 '14 r7 :RASER/PUFtMMER SAGENT P.O.NUMBER/ORDEREDBY ZONE 5906077 LD TO JOB NUMBER TIMETICEMD DELIVER TO DATE 05/03/12 TICKET 135633E ORDER: 71 RICHARD I. DAVIS ICONSTRUCTION 12600 NW HARBOR RIDGE BIND Concrete Disposal: yds NO'IY QUANTITY QUANTITY PRODUCT _ 'PRODUCTDESORIPTION UNIT OF UNIT EXTENDED i L.OAD ORDERED DEUVMED CODE MEASURE �P_Rlf- I.. _ _ I _PRICE, _ v�ih,1 al—^''�LS�IT��O"iF"—l-"?�`Sh'��:"`—I—�i:lC^?'t Truck.ff Plain N Slump Due at Job Use of Concrete. SUBTOTAL Calclu007 Air Entrain Super Plas.. Drivers Name TAX --Q CONCRETE TESTED WILDES, LARRY TOTAL 1. WARRAMY: The materials sold by Continents la Materials Inc. (hereinafter 'Continental') are warrantee you from the date of delivery to be free from defects in material. This warranty is exclusve and is In Ile I other warranties (whether written, oral or implied), mole iy warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumsrariceb will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to i6ioduttal,. indirect, consequential, special or delay damages, loss of profits. or any other damages arising out of the breach of any obligations under this agreement. Purchaser further ages that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or Implied warranties, or as aresult of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages. including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious_conduct committed by Continental In connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. —4—COLLECTION COSTS: Purchaser agrees to pay :attorneys' fees:and costs of collectiort7ncurred'by'Cohtmental prior tojudgmenfih obtain5g—j6gd ment, or appe¢f,_for iNkruptcy and for post -Judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whetherthe site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser, shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED ELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable forany delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro. rota at the same rates as the whole of the order agreed to be sold and the. same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variationsbetween actual quantities delivered and those shown on the delivery ticket must be noted on all copies of thedelivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short deliveryof products must be made in. writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shalt be liable to pay for the full quantity at products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. ll.WAITING.TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a.. charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.$PECIEjCALN; Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICALASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.,9AFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon. request. 16.MODIFICATION OF TERMS: No employee or agent of Continents! has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty, or guarantee and no such employee or agent making any such statements shall be acting on behaff of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all. of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these tens, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein,. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference Into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. ITI n 4EII((IAE FORT P 3778 S ~Curb I)5ne cros_sd !Agent Initials of Puichesi *Agent request. _ abontinental Fl&ida Materials Inc. . nT r.:13450 W. Sunrjse•.81vd., Suite 430 1738572 Munrise„AFL-3332�y '` -v y�I I: Sg��4 *858=078D. eAUTI I� y UNLOADING Drivers are piohlbited :M'E tNf76j OUtr V l 1 re I mired cement, mortar, i y concrete or grout ma cause skin injury. Avoid from delivering concrete except under the contact with eyes where.:possible and. wash trucks am power, and where sr. conditions tIB111�1�01 exposed skin areas promptly with water. If any permit the safe and proper operation of his h+ ,� cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to d and repeatedly with water and get prompt, medical add water to the ma nor to go beyond the F*Z�+ treatment. Sawing, or grinding of concrete curb line, except upon,the'authorization of ppp r - masonry units may result in the release of dust the Purchasel/Purchaser's Agent and his. )NCRVT6 T � ^� panicles which, without the use of proper eye or acceptance of risk for any loss or damage. y-� A) respiratory protection, could cause eye or nose I acknowledge that I have received and j.� irritation The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida I understand and agree to the terms on zsers Agent request. Initials ofPurchaser/Purchaser's Materials Inc. are available upon request. both the front end back of this ticket. TOTAL acknowledging addition of water atPurchaser/Purchaser's °YARDS ON TRUCK/GALS OF WATER ADDED ADDED ME FINISH POUR TIME LEAVE JOB TIME CIiASER/PURQiASFASAGEM I P.O.NUMBER/ORDEREDBY ZONE 5908077 ILD TO I RICHARD K DAVIS CONSTRUCTION PURCHASER/ PURCHASER'S AGENT JOB DELIVER TO 12600 NW HARBOR RIDGE -- Q:3 —ENV_F_E Truck N, Plant 0 Slump -- Due aEJob Use of Wncrete Calc�ur�13 Air'F�nLtraih Super.Plas. Drivers Name ❑ CONCRETE TESTED McInnis Donovan ,DATE TICKET 05/03/12 L56339 ORDER: 71 ;rate Disposals_ yds SUBTOTAL •' +TAX' coral lelivery Instructions 1. WARRANTY:: :The materials sold by Continental aMaterials Inc. (hereinafter 'Continental") are warrantee year from the date of delivery to be free from defects in material. This warranty is exclusive and isfn fiat other warranties. (whether written, oral or implied), mclw iy warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the. purchase price of the materials supplied; the purchaser must examine the mat€jial upon delivery and before installation to discover any defects, latent or otherwise,. and Continental will not be liable for and other damages including, but not limited to mcidental, indirect, consequential, special or delay damages; loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid In full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied. by Continental are alleged to be detective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property,, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of my negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to,: and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect; incidental, consequential, compensatory, special, delay, punitive or any other damages,' including damages for pain and suffering, mental disease, medical or funeral expenses: any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim; demand or cause of action against Continental for breach of any obligations, under this agreement, breach of the express or implied warranties delineated above, negligence, strip liability or other torteus conduct committed by Continental in connection with its sale to the purchasers use Of goods, materials or services sold by Continental. S. DUE DATE: Payment for ail credit sales is due by the 1Oth of the month following: the purchase date. The Purchaser agrees that all past due accounts will seems interest at1.5% and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Rodda. 5. MIX CODElLOCATION^i: The. purchaser agrees to order the mixneeded by product code and accepts fullresponsibility to determine the location for the readymix concrete. 6, DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for allcosts and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE:: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets: B..DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plantand delivery equipment breakdowns, industrial stoppages or shortages of raw materials, It Continental Is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental. is able to deliver and the :Purchaser shall payfor the partdelivered pro rate at the same rates as the whole of the order agreed to be sold and the same terms. of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's Order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short deliveryof products must be made in writing within seven (7) days of delivery; otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than rive yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed On poursexceeding ten yards. t1.WAiTING TIM :A maximum of sixty minutes per 10: yard load will be allowed at no charge. After sixty minutes there will be a charge. of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.$L'EGIFICATION. Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifcations for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which: the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICAL ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers. guidance only and Purchaser agrees to rely solely on Its ownarchitects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OFTERMS; No employee oragent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting ormodifying or otherwise concerning the existence or effect of any of these terns and conditions or of any warranty Or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these leans and conditions. Some of Continental Divisions' terms may vary due to Industry standards but all changes must be approved by an Officer of the Company. 17.TER : The Purchaser as indicated in this quotation; agrees to abide by these terms, regardless of any change in the legal status of Purchaser,or until the term of this quotation, agrees toabide by these terms, regardless of any change in the legal status of Purchaser, or unfit the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terns herein. It; at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision. in the written contract or purchase order to the contrary and, if there Is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. Conti ental Florida Materials Inc. mnTim 1345D• Sunrise Blvd., Suite{430 f '1738576 SundT.9&33323 ! �� f! Tee FR )aasa= 780, CAUTTt�IDNIi Fr ryly mixed cement, mortar, UNLOADING Driversare prohiffed �Eld?E`L�ERGCEME t Zdro' up Z (concrete or grout may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash trude's owri power, and where srte cendAons IIIIIII IIIII �IIII6IIIIIIIG 161111111111111 P 3 .exposed skin areas promptly with water. If any permit the safe and proper operation of his ���jjj cement mixtures get into eyes, rinse immediately equipment. Drivers are not Permitted to X - fir' and repeatedly with water and get prompt medical add water to the ma nor M go beyond the treatment. Sawing, or grinding of concrete curb fine, except upon the authonzavon of, masonry units may result in the release of dust the Pumha'ser/Purchaser'sAgent and his FORT PIER CE (D NCR TTTLAMT r� pa titles which without he use of proper eye or acceptance o risk for any loss or dame. respiratory protection, could cause eye or now I acknowledge that 1 have received and 3778 SL I z rR )` l Irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. 561-46ft-- /} t T, the products sold by Continental Florida I understand and agree to the terms on :urb'Ime crossed at urchaser/Purc aser's.Agent request. Initials of Purchaser/Purchaser's Materials Inc. are availableupon requests both the: Aron and back of this 6bket. TOTAL :.��. -. .,... WATER. "'""l"''�' YARDS ON TRUCK/ GALS OF WATER ADDED ADDED' InNals of Pumhaser/Purchaser's'Agent acknowledging addition of Purchaser/Purchaser's Agent request. — 1 q ea Is. 4 a s 1ARRIVAL TIME START POUR TIME' FINISH POUR TIME LEAVE JOB'TIME RCINERIPURCNASER S AGBNT 5908077 OLD TO SI r P.O.M.IWER/ORDEREDBY :ZONE RICHARD K DAVIS CONSTRUCTION W[ltii WANM,,' , 4U)INTITi' ' ',PRODUCT. zi ncn mini ho hipbel5 (Y1hG Truck k I Plant If I Slump Air Er ftn I ;Super Plas. Due at Job � o ,� 4. PURCHASER/ PURCHASER'S AGENT JOB NUM13ER I TIMETICIO:TED DELIVER TO 12600 NW HARBOR RIDGE Use of Concrete ❑ CONCRETE TESTED DATE ^,... TICKEr 05/23/12 1356343 ORDER; 71 :rate Disposal:, yds W-0F —UNIT w ExTENDED - AS[FtE. PRICE PRICE _ —� T' —� SUBTOTAL TALE Adrian, Adams TOTAL 1, WARRANTY^ The. materials sold. by Continental t Materials Inc. (hereinafter `Continental') are warranted rear from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu other warranties (whether written, oral or implied), incluc y warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the, materials supplied, the purchaser must examine the matrrial upon delivery and before installation to discover any defects, latent or otherwise, and Continental will rot be liable for and other damages including, but not limited to mcidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement.. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental°is paid in full. 2. E-KGLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the. goods, materials or services supplied. by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continentalof any and all of the foregoing express or implied warranties, or as result of any negligence, strict liability, or other tortlous conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or servicespurchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including,. but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pairs and suffering,. mental disease, medical or funeral expenses. any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other furious conduct committed by Continental in connection with its. sale to the purchaser's use of goods, materials or services sold by Continental. e 3. DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Flonda 5, MI CODFJtOQAT�Iy.$: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. & DF_LIVERY SITE CONDITIONS: Continental reserves the right to determine whatherthe site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental Is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred - where: adequate access for delivery cannot be obtained. 7. UNATTFNDEDD DECRY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets; e, DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment � breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rate at the same rates as the whole of the order agreed to E e sold and the same terms of payment.. 9. (3UaWLIES: This typeand quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's: order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice, charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made In writing within seven (7) days of delivery:: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantityof products listed on the Continental delivery ticket. l0.MINIMUWQAQ CHARGE: All prices quoted are based on loads of not less than five: yards. There will be a short load charge on each delivery, less than five yards. One call back Without charge will be allowed on pours exceeding ten yards. 11.4VAIT1Nr3 TINIE�A maximum of sixty minutes per10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENV1RQNMENTAL QHARQE: A $5.00 per load environmental charge will be assessed. 13.$PECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the. approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the. Purchaser has mishandled the concrete after delivery. 14:TECRNiCAL ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice orassistance, provided to the Purchaser. Advice. and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its ownarchitects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the productssold lay Continental are available upon request. 16.MQDiFICATION OE TERM: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to: after or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer 'ofthe Company. 17..TERMS; The Purchaser as indicated in this quotation, agrees toabide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms; regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser,. Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to Inman materials to or on behalf of the Purchaser fora specific project or job, all of the termsset forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notw€thstanding. any term or provision in the written contractor purchase order to the contrary and, if there is a conflict with terms and+or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. } i 1��111�1�9� III�I 91N�1 i FORT PIERCE(% 3778 S&MI. 561 -46At-7' 4. ,Curb line crossed at Pnrchasf Continental Florida Materials Inc. 'rill 13t58O W. Sunrise Blvd., Suite 430 1738608 �Sunsise; FL 33323'. A v } Tel .(56�4) 858 Q780 (�'A,UT INII teg'My. mixed cement, mortar, UNLOADING Drivers are prohibited Group ; ,f I'conncrete or grout may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash buck's own power, and where site conditions exposed skin areas promptly with water. If any permit the safe and proper operation of his II TI cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to ") and repeatedly with water and get prompt medical add water to the ma nor to go beyond the A q treatment. Sawing, or grinding of concrete curb ��ne, except upon the authorization of masonry units may result in the release of dust. the Purchaser/Purohaset's Agent and his 1 p particles which; without the use of proper eye or acceptance of dsk for any loss or damage. respiratory protection, could cause eye or nose I acknowledge that I have received and .A} irritation. The Material Safety Data Sheets for acceptedl is materials listed on this ticket. the products: sold by Continental Florida I understand and agree to the terms on quest. Initials of Purchaser/Purchaser's .Materials Inc. are available upon request. both the front and back of this ticket. TOTAL WATER : Initials of PumhasedPurchaser'sAna nt acknowledoinn'Addition of Watar At Pum.heiP.r/PumhaAAea YARDS ON TRUCK/GALS,QF WATER ADDED ADDED 'Agent. request. - - ARRIVAL TIME _ .START POUR TIME FINISH POUR TIP 'URPMER/PUHCHASERSAGENT P.O.NUMBER/ORDEREDBY M..n i � SOLD TO 08077 a 1 RICHARD K DAVIS CONSTRUCTION AUAN ITy �. DEIfVEREO ,Pt Slump ck ,JTR,,.4 iaMltaCuperµ Plas. '.LEAVEJOB TIME 101 9 8 7 6/ 6 4 a 1 2 1\ 1 r PURCHASER/ rr� ,,f PURCHASER'SAGENT ZONE. ,JOB NUMBER TIMETICNEfED DATE 'TcKET- 05/04/12 ,1356375 12600-NW HARBOR RIDGE PRODUCT DESs(ilp on •FUE1 Dueat:Job Useof�Goncrete Drivers Name LI CONCRETE TESTED 3 ME O'RDERs 79 MI: - vas y AINIT'myEXTENDED PRICE 'PRICE SUBTOTAL. TAX' TOTAL 1.: WARP ANEY: The materials sold by Continental r Materials Inc. (hereinafter `Conbnemal' are warranted .year from the date of delivery to be free from defects in material. This warranty is exclusive and is in list other warranties (whether written, oral or implied), incluc y warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the national upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed tinder this warranty unless and until any indebtedness to Continental is paid in cull. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or arealleged to have caused purchaser to suffer personal injury, loss of life, property, damage. or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to; lost profits, lost wages, indirect, incidental, consequential, compensatory, special; delay, punitive or any other damages; including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continentalfor breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE DATE: Paymentfor all credit sales is due by the IOth of the month following the purchase date. The Purchaser agrees that all past due accounts. will accrue interest at 1.5% per month. _4.-COLLEGTION COSTSr:Purchaseragrees to pay;attomeys'_fees and costs of collection incurred by:Continemal prior -.to:judgment,-im obtaimnTjudgment; orappeal,-for bankruptcy'- - -- and for post -judgment collectiortpmpedures. Venue of any action between the Purchaser and Continental shall be Browatd County, Florida. 5. MIX CODE1kQOffi1QN3. The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss. or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental 1s unable tocomplete delivery, of any part of an order; the Purchaser shallaccept such part of the order as Continental is able to deliver and the Purchaser shalt pay for the part delivered pro rate at the same rates as the whole of the order agreed to be. said and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shownon the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the deliveryticket.Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. t t.WALTLN_Q. TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of St.50 per min. 12.ENVIRONMENTAL CH�E: A $5.00 per load environmental charge will be assessed. 13.SPECIP.IC,ATtONi Unless. specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions ofASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approvalof an authorized agent. of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.1 ECHNICAL ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its am architects; engineersor other technical experts. I S.SAFETY DATA: The. Material Safety Data Sheets for the products sold lay Continental are available upon request. 16 MODIF{CATlON OF TERMS: No employee or agent of Continental has the: authority, in the absence of an express writing, to make any statement, including restricting or modifying or othenvise,concerning the existenceor effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the. Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TETfr S: The Purchaser as indicated in this quotation; agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or unit l the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser; or until the term of this quotation expires. These terms contained. herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the requestof the. Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to famish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, 9 there is a conflict with terms and/or provisions of the written contract or purchase order, the. terms herein shall prevail and be determinative. A. M. ENGINEERING AND TESTYNG9 INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 (772) 924-3575 OFFICE - (772) 924-3580 FAX April 23, 2012 Richard K. Davis Construction, Inc. Attention: Roger Priest PO Box 186 Fort Pierce, Florida 34954 Re: Geotechnical Exploration for Golf Maintenance Area Upgrade Harbour Ridge Yacht & Country Club 12600 Harbour Ridge Boulevard Palm City, Martin County, Florida Project No. 961-63 Ladies and Gentlemen: RECEIVED MAY 0 4 2012 Public Works St. Lucie County, FL A. M. Engineering and Testing, Inc. is pleased to submit this geotechnical exploration report for the referenced project. After a brief executive summary, this letter presents our understanding of the project, a description of the explorations, a summary of the site and subsurface conditions, and our conclusions and recommendations for the foundations of the proposed construction. This report was prepared in general accordance with Chapter 18 of the 2007 Florida Building Cade. EXECUTIVE SUMMARY The subgrade soils should be improved with compaction from the stripped grade prior to constructing the foundation pad. The top 2 feet below stripped grade should be compacted to a minimum of 95% density prior to placing fill to achieve final grade. Fill (including stemwall backfill) should be placed in 12 inch lifts and compacted to achieve 95% density. After excavation for footings, the subgrade to a depth of 2 feet below bottom of footings should be compacted to achieve a minimum 95% density. The foundation pad should consist of compacted lifts of suitable soil. The soil density should be tested before placing steel for the foundation. After completing the recommended site preparation, the proposed building can be supported on shallow foundations proportioned using a maximum bearing capacity of 2,500 psf. Additional details are provided in the body of the report. PROJECT DESCRIPTION Based on a site plan (reproduced as the Boring Location Plan attached to this report) and conversations with the client, the project consists of constructing a one-story 11,250 square foot (sf) open metal Building "C", a 2,500 sf metal building addition to Building "A", a 2,560 sf metal Building "D", and 1,500 sf fuel canopy. w "+ A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration for Golf Maintenance Area Upgrade Harbour Ridge Yacht & Country Club Palm City, Martin County, Florida Project No. 961-63 We have not received any information regarding structural loads. For the foundation recommendations presented in this report we assumed the maximum column load will be 50 kips and the maximum wall loading will be 4 kips per linear foot. The new foundation pads had been prepared, and we estimate that they were within 1 foot of final grade. If the information above is incorrect, A. M. Engineering should be advised promptly so that we can review our recommendations and revise them if necessary. FIELD EXPLORATIONS The subsurface conditions at the project site were explored on April 18, 2012, with six (6) Cone Penetrometer Test (CPT) soundings and six (6) Auger Borings (AB). The CPT soundings were performed in general compliance with ASTM D 3441, "Deep Quasi -Static, Cone and Friction - Cone Penetration Tests of Soils", and the auger borings with ASTM D 1452, "Practice for Soil Investigation and Sampling by Auger Borings". The approximate locations of the explorations are noted on the Boring Location Plan. The borings were located based on the provided plans and measured distances to distinguishable landmarks. GPS coordinates obtained at boring locations are included on the logs. The depths on the boring logs are below the ground surface at the time the borings were completed. SITE AND SUBSURFACE CONDITIONS The project site was generally flat. The site was an existing maintenance facility. The grade at the site was estimated to be even with the adjacent road at the time of exploration. Several structures occupied the site. The North Fork of the St. Lucie River was located about % miles east, and a large pond was located a few hundred feet east, of the maintenance area. The new foundation pads had been prepared, and we estimate that they were within 1 foot of final grade. The subsurface soils encountered in the borings generally consisted of fine sand with occasional little silt from the ground surface to the boring termination depths of 6 feet. Very dark brown organically stained sand with little silt (hardpan) that was generally weakly cemented was encountered from about 5 to 6 feet below ground surface at boring CPT-1. The CPT soundings generally indicated the soils were loose from the ground surface to a depth of 1 foot, medium dense to dense from 1 to 10 feet, and then medium dense from 10 feet to the termination of the soundings at depths of 17 and 20 feet. Ground water was encountered 4 and 4'/4 feet below existing grade at the completion of the borings. The water table will fluctuate seasonally depending on local rainfall, nearby drainage features. The rainy season in South Florida is normally between May and October. 2 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration for Golf Maintenance Area Upgrade Harbour Ridge Yacht & Country Club Palm City, Martin County, Florida Project No. 961-63 FOUNDATION RECOMMENDATIONS After the project site has been prepared per our recommendations below, the proposed structures can be supported on conventional shallow spread footings, stem wall footings, or thickened edge monolithic slabs. The footings can be proportioned using a maximum net soil bearing pressure of 2,500 pounds per square foot (psf). Although computed footing dimensions may be less, we recommend minimum widths of 16 inches for strip footings and 24 inches for square footings. The bottom of the footings should bear at least 1 foot below the adjacent exterior grade. For the loads indicated in the Project Description section, we anticipate that the total settlement will be less than 1 inch, and the differential settlement between adjacent similarly loaded footings will be less than % inch. Because of the granular nature of the subsurface soils, the majority of the settlement due to the dead loads should occur during construction and post -construction settlement should be minimal. Floor Slab Conventional slab -on -grade can be used for the ground floors of the structures. An estimated modulus of subgrade reaction of 150 pounds per cubic inch (pci) can be used for design of the slab -on -grade. The floor slabs should have a minimum thickness of 4 inches. Unless a monolithic foundation is used, we recommend isolating the ground floor slab from the column and wall foundations. Control joints should also be incorporated in the slab to control shrinkage cracks. The joints should be sawn as soon as the slabs can support loads, but not so soon as to cause raveling of the concrete surface and aggregate during sawing. Typically the cuts need to be made within two to eight hours after placement of the concrete (before shrinkage cracks can begin). Moisture barriers are recommended beneath the floor slabs to prevent moisture migration from the underlying soil resulting in dampness of the slabs. SITE PREPARATION RECOMMENDATIONS Stripping, Proofrolling and Proofcompaction The construction area should be stripped of all surface vegetation, trees, roots, debris and other deleterious matter within and at least 5 feet beyond the perimeter of the proposed building and in all paved areas. Any areas to receive fill should be likewise stripped. 3 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration for Golf Maintenance Area Upgrade Harbour Ridge Yacht & Country Club Palm City, Martin County, Florida Project No. 961-63 Foundations and any below grade remains of any structures that were previously within the footprint of the proposed construction should be removed. Existing utilities should be located, properly capped at the property line and removed or rerouted around the footprint of the proposed construction. Septic tank remains and septic fields within the footprint of the proposed construction should be removed and the excavation backfrlled with compacted lifts of suitable soil. Trees within the footprint of the proposed construction will have to be removed and the tree holes should be backfrlled with thin lifts of compacted soil. The footprint of the building should be stripped of all surface vegetation, trees, roots, and other deleterious matter within and at least 5 feet beyond the perimeter of the proposed construction. The areas should be prooftolled and compacted with a 5 to 10-ton vibratory (or static if vibration is of concern) roller operating at a "slow walk" speed. The roller should make at least 6 overlapping passes over the entire cleared area, 3 passes in one direction and 3 more at a right angle to the first 3 passes. Prooftolling helps to detect any soft or loose zones and buried debris. If unstable areas are encountered, the project engineer or the geotechnical consultant should be advised, the matter investigated and the problem resolved. Because the initial proofrolling is very critical, we recommend that a representative of A. M. Engineering and Testing, Inc. monitor the operation. After proofrolling, the cleared areas should be compacted until the upper 2 feet of soil achieve a density of at least 95% of the modified Proctor maximum dry density (ASTM D 1557). A representative of A. M. Engineering and Testing, Inc. should check the compaction with field density tests prior to placing any fill. A vibratory roller may be used for proofrolling, stripped surface and fill compaction if existing structure(s) are of sufficient distance (generally 30 feet) away from the vibratory roller so that the structure(s) are not damaged by vibrations. If not, the proofrolling and compaction should be performed with static rolling (vibratory mode `off). Prior to beginning compaction operations, photographs of nearby structures can be taken to document the condition and visible cracking for claim purposes. Alternative equipment, such as front-end loaders with buckets filled with soil, has been used successfully to attain the required compaction without the problem of vibration. 4 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration for Golf Maintenance Area Upgrade Harbour Ridge Yacht & Country Club Palm City, Martin County, Florida Project No. 961-63 Earthwork Recommendations Fill should be "clean" sand with less than 5% fines (percent of dry weight passing a U.S. No. 200 sieve). Higher fine contents can be used but more construction control is necessary. Hand operated equipment should be used when in close proximity to walls or other structures that could be adversely affected by vibrations or heavy equipment. The outer edges of the fill should extend sufficiently beyond the building to provide slopes with a minimum horizontal to vertical ratio of 4(H):1(V) from approximately five feet outside the building perimeter to the existing grade. The fill (including stemwall backfill) should be placed in 12-inch thick compacted lifts with each lift compacted to at least 95% of the modified Proctor maximum dry density (ASTM D 1557). The compaction should be checked with field density tests. Footing Subgrade Preparation After the footings have been excavated, a representative of A. M. Engineering and Testing, Inc. should evaluate the bottom of the footings with respect to the boring data and assess if a suitable bearing layer is present. The upper 2 feet of soil below the bottom of footing must be compacted. Our representative should perform density tests to confirm that the density of the upper 2 feet of soil in the bottom of the footings is compacted to at least 95% of the modified Proctor maximum dry density (ASTM D 1557). We recommend a 'jumping jack" type compactor for footing bottom compaction. Groundwater Control Ground water was encountered 4 and 4'/a feet below existing grade at the completion of the borings during our explorations. Some dewatering may be required for excavations that will extend to within 2 feet above the groundwater table and for deep excavations such as sewer and utility trenches. Although the actual dewatering methods should be determined by the contractor, the use of well points and sump pumps in the excavation usually is adequate for most dewatering operations. We recommend that the contract documents require an accurate determination of the ground water level immediately prior to initiating any dewatering operation. Positive drainage should be maintained at the site during construction and throughout the life of the project. A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration for Golf Maintenance Area Upgrade Harbour Ridge Yacht & Country Club Palm City, Martin County, Florida Project No. 961-63 Vibration Monitoring Using vibratory compaction equipment at this site may disturb adjacent structures (generally structures within 30 feet of roller could be affected). Nearby structures should be monitored before and during proof -compaction. If disturbances are noted, the vibratory compaction should be halted immediately, and A. M. Engineering should be advised. We will review the construction progress, and evaluate if the subgrade has attained satisfactory compaction in compliance with our design assumptions. Alternative equipment, such as front-end loaders with buckets filled with soil, has been used successfully to attain the required compaction. Prior to beginning compaction operations, photographs of nearby structures can be taken to document the condition and visible cracking for claim purposes. CLOSURE This report is for the exclusive use of our client in the design and construction of the previously described project. The right to rely on this report may not be assigned without written permission of A. M. Engineering and Testing, Inc. This report has been prepared in accordance with generally accepted geotechnical engineering practices in the State of Florida. No other warranty, expressed or implied, is made. We do not guarantee performance in any respect, only that our work meets normal standards of professional care. Our recommendations are based on the project information furnished to us, the results of our field explorations and our past experience. They do not reflect variations in subsurface conditions that may exist between our borings and in unexplored areas of the site. The nature and extent of such variations may not become evident until further explorations are made or construction is underway. Should such variations be observed, we recommend that A. M. Engineering and Testing, Inc. be requested to observe the actual site conditions and re-evaluate our recommendations, if necessary. Environmental concerns, including (but not limited to) the possibility that hazardous materials or petroleum contaminated soils or groundwater may be present on the project site, were not included in the scope of work. Furthermore, our explorations did not include determination or delineation of "wetland" areas. GPS readings at a specific location are subject to some variability due to the satellite coverage and local conditions. An accuracy of approximately 20 feet is commonplace. 6 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration for Golf Maintenance Area Upgrade Harbour Ridge Yacht & Country Club Palm City, Martin County, Florida Project No. 961-63 A. M. Engineering and Testing, Inc. has appreciated the opportunity to assist you with this phase of your project. If you have any questions regarding this report or need any further information, please call us. Respectfully submitted, A. M/E�NGINEE%R�ING AND TESTING, INC. �Yci� , ona oler Senior Geotechnical Engineer Florida Registration No: 60.675 A. M. ENGINEERING AND TESTING, INC.: Certificate of Authorization No. 6632 Attachments: Boring Location Plan CPT Sounding Logs (6) Auger Boring Logs (6) Key to Soil Classification Copies: Client (2) David Alker Project Manager F. LW DaialRichard K. Danis Consirucrion Corp. - Parlous- 961Warbour Ridge racla & Commy Club. Pahn Cipe SLO63 - Reporulac cs H= scM _ wq se, o'* :<one � _ ~ `+'•, i I o-,-� o- I -�;, 10'x 10'DUMPSTER DETAIL' i� II I - _� h b, l` �; "�—+.�-� ,�_ / IIa •I So�cAnoM IL `-�,'.°j''`� � - _ IT .. w _'_- LOCATION MAP•v 8 -...._•__• o- �... 4��f _�^o- I ' ��:..... � ••.•..u � `` 6 i :\„^ O 4 4 TRACT 'U-1' �/ I I 8 111`. — o •... '. a .::$ .•_: CPT:S .. V�;., ` Oy � ..m• ., i b Q �\. `.t � .. y 0• I -� e I' b—i I_ I ' — —'I — _ -- •, ' --—=-( CPT-3 >�S"..; 4 ..-._ `I, i I I !_ �: � o-a' io-;: �__J •`4•`w\. I • i •....—.___i --.- . u., m.....<.,. NOT INCLUDED ----- - - - - ------------Y' ----- PT=r= --------------- ---- BORING LOCATION PLAN DATE` ' APRIL 18, 2012 Geotechnical Exploration for Golf Maintenance Area Upgrade PROJECTNO: 961-63 A. M. ENGINEERING AND TESTING, INC. Harbour Ridge Yacht & Country Club 12600 Harbour Ridge Boulevard 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 Palm City, Martin County, Florida TEL: (772) 924-3575 FAx: (772) 924-3580 A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Richard K. Davis Construction Corp. Date: 4/18/12 Project No.: 961 Project: Harbour Ridge Yacht & Country Club Lab No.: 63 Golf Maintenacne Area Upgrade Field Crew: J. C. Palm City, St. Lucie County, Florida Rig ID: Kenworth Location: CPT- I N27.220990 W80.307370 Page: 1 of 1 Elevation: Existing Grade Field Data q� (tst) fR Depth (meters) P P+S 4 8 16.5 0.2 40 SU 8D 2.5 0.4 50 65 IUD 2.0 0.6 120 135 240 U.8 0.8 170 185 340 0.8 LD IOU 120 2OU 1.0 1.2 9U 105 180 1.1 1.4 40 55 80 2.5 1.6 70 85 140 0.8 1.8 40 48 8U 2.0 2.0 19 31 38 3.1 2.2 21 30 42 1.9 2.4 21 27 42 3.8 2.6 30 42 60 2.9 2.8 30 43 60 3.1 3.0 32 46 64 2.3 3.2 42 53 84 1.6 3.4 42 52 84 1.1 3.6 35 42 70 1.7 3.8 28 37 56 1.2 4.0 26 31 52 1.8 4.2 26 33 52 1.8 4.4 3U 37 60 2.0 4.6 30 39 60 1.8 4.8 32 40 64 2.1 5.0 32 42 64 5.2 0 5 Io] 15 25 30 35 nil] Cone Bearing, qc (tsi) Friction Ratio, FR 0 40 80 120 160 200 240 290 320 0 2 4 6 8 V.. AM Dun, RrcMrd K, Durrs Cnadruclln, Cwp. - 1 Bain.... 961 Hurhour Ridge I nclrl & Cwwn, Ch,h. Rnlm 01n SLC 63 - ( T7Y6/ A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - Fax: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Richard K. Davis Construction Corp. Date: 4/18/12 Project No.: 961 Project: Harbour Ridge Yacht & Country Club Lab No.: 63 Golf Maintenacne Area Upgrade Field Crew: J. C. Palm City, St. Lucie County, Florida Rig ID: Kenworth Location: CPT-2 N27.220230 W80.307200 Page: 1 of 1 Elevation: Existing Grade Field Data % FR Depth p I P+5 (tst) (meters) 8 16 5.8 0.2 25 32 Su 4.2 0.4 32 48 64 3.1 0.6 85 100 170 1.2 U.s 135 ISU 27U 0.7 I.a 135 15U 27U U.7 1.2 110 125 220 U.9 1.4 125 140 250 0.8 1.6 60 75 12U 1.7 1.8 25 40 5U 1.8 2.0 25 32 5U 2'4 2.2 20 29 4U 2.6 2.4 18 26 36 3.7 2.6 26 36 52 M 2.8 30 42 60 2.6 3.0 29 41 58 2.3 3.2 25 35 SU 2.4 3.4 23 32 46 2.3 3.6 28 36 56 1.7 3.8 29 36 58 1.8 4.0 29 37 58 2.0 4.2 31 40 62 1.9 4.4 31 40 62 2.1 4.6 30 40 6U 2.0 4.8 28 37 56 2.1 S.0 26 35 52 5.2 0 5 10 15 25 30 35 40 Cone Bearing, qc (tst) Friction Ratio, FIR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 1'.AI / Unlit R0..rd K. 1)nv6 ('nit m,aiun ('arp. - I arinm - 961 Hnrhnur 11idge I'nc/U d('nun(n-Club. Pnhn ('ipt.ti/.('!3 - (T %(0 A. M. ENGINEERING AND TESTING9 INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Richard K. Davis Construction Corp. Date: 4/18/12 Project No.: 961 Project: Harbour Ridge Yacht & Country Club Lab No.: 63 Golf Maintenacne Area Upgrade Field Crew: J. C. Palm City, St. Lucie County, Florida Rig ID: Kenworth Location: CPT - 3 N27.220410 W80.307120 Page: I of I Elevation: Existing Grade Field Data q� (tsf) FR Depth (meters) P I P+S 5 10 11.9 U.2 34 43 68 2.1 0.4 21 32 42 3.I U.6 45 55 90 2.5 0.8 28 45 56 3.5 L0 45 60 90 2.2 1.2 65 80 130 1.5 1.4 70 85 140 0.9 1.6 60 70 120 1.1 1.8 50 60 100 2.0 2.0 75 90 150 0.9 2.2 80 90 160 1.2 2.4 21 35 42 2.2 2.6 8 is 16 4.1 2.8 13 18 26 4.1 3.0 19 27 38 3.5 3.2 27 37 54 3.4 3.4 31 45 62 2.8 3.6 37 50 74 2.0 3.8 31 42 62 1.7 4.0 29 37 58 2,U 4.2 27 36 54 2.4 4.4 25 35 50 2.1 4.6 24 32 48 1.9 4.8 25 32 50 1.8 5.0 27 34 54 5.2 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 0 4T 1 , 1 , t 1 1 -1 5 10 15 25 30 35 Eli] F. AA1 Ow, Richard B. Dnri., ('nn.vrn<rinn ('nq,. - I ar .. ,, -1(1 Nnrhnnr 11.1ge )'nihr d('nunrre ('hob, Pnhn 0(. SL(63 - (TY l6/ A. A ENGINEERING AND TESTING9 INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Richard K. Davis Construction Corp. Date: 4/18/12 Project No.: 961 Project: Harbour Ridge Yacht & Country Club Lab No.: 63 Golf Maintenacne Area Upgrade Field Crew: J. C. Palm City, St. Lucie County, Florida Rig ID: Kenworth Location: CPT - 4 N27.220530 W80.306880 Page: 1 of 1 Elevation: Existing Grade Field Data q, (tsf) FR Depth (meters) P P+S 14 28 6.1 0.2 31 44 62 2.1 U-4 55 65 110 1.2 U.6 50 60 too 2.6 U.8 18 38 36 5.5 1.0 IOU 115 200 1-U 1.2 110 125 220 U.9 1.4 135 150 270 U.7 1.6 135 150 270 0.7 1.8 125 14D 250 0.8 2.0 105 120 210 0.9 2.2 IUU 115 20 LD 2.4 95 110 190 1.1 2.6 20 36 40 2.0 2.8 15 21 30 3.1 3.0 19 26 38 2.4 3.2 24 31 48 3.0 3.4 17 28 34 7.8 3.6 12 32 24 5.0 3.8 la 27 36 5.9 4.0 22 38 44 1.8 4.2 27 33 54 1.7 4'4 25 32 50 1.8 4.6 26 33 52 1.5 4.8 26 32 52 2.3 5.0 25 34 su 5.2 0 5 10 15 25 35 40 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 P: d,4 flan Rwhonl X. Dais ('nueuveonn - limos., - 961 Harhmir Ridge Iada & ('mm�ry Club. Palm 0(%0 SLC M - (717'(6) A. M. ENGINEERING AND TESTING9 INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PRONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Richard K. Davis Construction Corp. Date: 4/18112 Project No.: 961 Project: Harbour Ridge Yacht & Country Club Lab No.: 63 Golf Maintenacne Area Upgrade Field Crew: J. C. Palm City, St. Lucie County, Florida Rig ID: Kenworth Location: CPT - 5 N27.220740 W80.307110 Page: I of 1 Elevation: Existing Grade Field Data qr (tsf) FR Depth (meters) p I P+S 8 16 8.3 0.2 25 35 50 3.7 0.4 41 55 82 2.1 0.6 41 54 82 2.4 0.8 55 70 " L8 1.0 125 140 250 1.1 L2 120 140 240 0.8 1.4 100 115 200 1.0 1.6 85 I00 170 1.2 1.8 75 90 I50 1.3 2.0 70 85 140 1.4 2.2 70 85 140 1.4 2.4 65 80 130 1.7 2.6 18 35 36 3.3 2.8 19 28 38 3.5 3.0 26 36 52 4.6 3.2 22 40 44 4.2 3.4 26 40 52 3.8 3.6 25 40 50 4.5 3.8 33 50 66 2.4 4.0 34 46 68 1.9 4.2 38 48 76 1.7 4.4 37 47 74 2.0 4.6 42 53 84 1.6 4.8 45 55 90 1.5 5.0 45 55 90 5.2 Cone Bearing, qc (tsf) Friction Ratio, FIR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 o i I i 1 1 1 1 I -I 5 15 25 30 35 "-01 /-.: MI Umu 110,.,d A. Unrie (bnart¢rinn Cop. - I imn. - 961 Nnrhnnr Ridge )nrdr & ('nun Ur ('10. l'nlrn 00'..SIJ' 63 - (7'7'(6/ A. A ENGINEERING AND 'TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LHCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Richard K. Davis Construction Corp. Date: 4/18/12 Project No.: 961 Project: Harbour Ridge Yacht & Country Club Lab No.: 63 Golf Maintenacne Area Upgrade Field Crew: J. C. Palm City, St. Lucie County, Florida Rig ID: Kenworth Location: CPT - 6 N27.220950 W80.307110 Page: 1 of I Elevation: Existing Grade Field Data q� FR Depth P I P+S (tsf) (meters) 5 10 11.9 U.2 16 25 32 4.1 UA 30 40 60 4.0 0.6 32 50 64 3.9 0.8 26 45 52 4.6 1.0 36 54 72 2.8 1.2 105 120 210 0.9 1.4 115 130 230 1.1 1.6 95 115 190 1.4 I.8 80 100 I60 1.2 2.0 70 85 140 1.4 2.2 65 80 130 l.0 2A 70 80 140 1.5 2.6 2e 36 40 3.0 2.8 25 34 5u 3.7 3.0 28 42 56 3.1 3.2 23 36 46- 3.7 3.4 38 51 76 1.4 3.6 38 46 76 1.9 3.8 26 37 52 2.0 4.0 23 31 46 2.6 4.2 26 35 52 2.0 4.4 30 38 60 2.2 4.6 37 47 74 1.8 4.8 42 52 84 5.0 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 0 1 1 1 1 1 1 0T-i 5 10 25 30 35 40 h: adl lh w vclhm 0,rp. - I'nrrrn.v. 961 Hnrhanr Ridge Vada & (Conn, ('luh, Palm (Y0t.VIA' 63 - ('17 (6) A. M. ENGINEERING AND TESTING9 INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE (772) 924-3575 FAX (772) 924-3580 AUGER BORING LOGS (ASTM D-1452) Client: Richard K. Davis Construction Corp. Project No: 961 Project: Harbour Ridge Yacht and Country Club Lab No: 63 Golf Maintenance Area Upgrade Test Date: April 18, 2012 Palm City, St. Lucie County, Florida Elevation: Existing grade Technician: J. Cristales TEST LOCATION: AB @ CPT-1 Depth (feet) Description (color, texture, consistency, remarks) 0-2 Brown fine sand 2 — 2% Gray fine sand 2'/, — 5 Light brown fine sand 5-6 Dark brown organically stained fine sand, little silt (weakly cemented Water table at 4 feet below ground surface TEST LOCATION: AB @ CPT — 2 Depth (feet) Description (color, texture, consistency, remarks) 0 —'/s Brown fine sand, trace roots /2 — 1% Light brown fine sand, trace to little rock pieces 1 %: — 3 Brown fine sand 3-4 Gray fine sand, trace roots 4-6 Light brown fine sand Water table at 4'/4 feet below ground surface TEST LOCATION: AB @ CPT - 3 Depth (feet) Description (color, texture, consistency, remarks) 0 — 1'/z Light brown fine sand 1 %: — 2 Dark brown fine sand, little silt 2-3 Brown fine sand 3-4 Gray fine sand, trace roots 4-6 Light brown to brown fine sand Water table at 4'/4 feet below ground surface RLL11DataV?khard K. Dmis Construction Coly. - I (mious - 96II11arbour Ridge Yachl & CountryClub. Palm Ciry, SM63 -:I R <t CPT's (6).doc A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. Lum, FLORIDA 34986 PHONE (772) 924-3575 FAx (772) 924-3580 AUGER BORING LOGS (ASTM D-1452) Client: Richard K. Davis Construction Corp. Project No: 961 Project: Harbour Ridge Yacht and Country Club Lab No: 63 Golf Maintenance Area Upgrade Test Date: April 18, 2012 Palm City, St. Lucie County, Florida Elevation: Existing grade Technician: J. Cristales TEST LOCATION: AB @ CPT — 4 Depth (feet) Description (color, texture, consistency, remarks) 0-2 Brown fine sand, trace rock pierces, trace silt 2-3 Light brown fine sand 3-4 Gray fine sand, trace roots 4-6 Light brown to brown fine sand Water table at 4'/a feet below ground surface TEST LOCATION: AB @ CPT — 5 Depth (feet) Description (color, texture, consistency, remarks) 0 — 2%a Light brown tine sand 2%-3 Dark gray fine sand, trace roots, trace silt 3-6 Light brown to brown fine sand Water table at 4'/< feet below ground surface TEST LOCATION: AB @ CPT — 6 Depth (feet) Description (color, texture, consistency, remarks) 0-2 Light brown fine sand 2-4 Gray tine sand, trace roots, trace silt 4-6 Light brown to brown fine sand Water table at 4'/a feet below ground surface F. UM DaialRichard R. Davis Conslraclioe Cory. - I'arious - 96FWarboar Ridge iirchr & Commy Club. Palm Cipt SLC163 -:IR a CPTs (6).doc i KEY TO SOIL CLASSIFICATION r:l+�� CLASSIFICATION OF SOIL CONSTITUENTS BY PARTICLE SIZE ASTM D 2487 and 2488 Category Particle Diameter Sift and Clay Soil passing a No. 200 (75- m) sieve Fine — Particles of rock passing the No. 40 (425-µin) sieve and retained on the No. 200 (75-µm) sieve Sand Medium — Particles of rock passing the No. 10 (2.00-mm) sieve and retained on the No. 40 (425-µm) sieve Coarse — Particles of rock passing the No. 4 (4.75-mm) sieve and retained on the No. 10 (2.00-mm) sieve Fine — Particles of rock passing the3/4-in. (19-rnm) sieve and Gravel retained on the No. 4 (4.75-mm) sieve Coarse — Particles of rock passing the 3-in. (75-min) sieve and retained on the %-in. (19-mm) sieve Cobbles Particles of rock passing 12-in. square opening and retained on a 3-in. (75-mm) sieve Boulders Particles of rock that will not pass a 12-in. square opening AMOUNT OF CONSTITUENTS IN SOIL'S COARSE AND FINE GRAINED SOILS Sand, Gravel, Silt, Clay, Shell Fragments, etc. ORGANIC SOILS: Soils containing vegetable tissue in various stages of decomposition that has a fibrous to amorphous texture, usually a dark brown to black color, and an organic odor. Content of Minor Soil Constituents Modifier Organic Content Modifier <5% Trace <25% Slightly to Highly Organic 5%to 12% Little 12% to 30% Some 25% to 75% Muck 30%to50% And >75% Peat •Approximauons based on visual examination of -simples and results oravailable laboratory testing. In general accordance with test methods ASTM D 2487 and ASTM D 2488. CORRELATION OF RELATIVE DENSITY AND CONSISTENCY: SPT BORING ASTM D 1586), CPT SOUNDING ASTM D 3441), AND HCP TEST Granular Soils Sands and Gravels > 50% Cohesive Soils Silts and Clays >SO% CPT RCP Relative CPT HCP Relative SPT Cone Bearing Cone Bearing Soil SPT Cone Bearing Cone Bearing Soil N-Value* Value** Value *** Densit • N-Value* Value** Value *** Density 0-4 0-20 0-20 Very loose <2 0-3 0-20 Very soft 5-10 21-40 20-35 Loose 2-4 4-6 20-35 Soft 11 —30 41 — 120 35+ Medium Dense 4-8 7 — 12 35+ Final 31-50 121-200 Dense 8-15 13-25 Stiff 50+ 200+ Very Dense 15-30 25-50 Very stiff > 30 Over 50 Hard * Standard Penetration Test (SPT) N-Value Blow Counts for 12 inches. ** Cone Penetrometer Test (CPT) Cone Tip Resistance Values (in tso. •** Hand Cone Penetrometer Test (HCP) Cone Tip Resistance (in kst), cony not be applicable for some cohesive soils. Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Address:: 1900- SERVICE TRL City I State I Zip: PALM CITY Parcel # : 4425-701-0017-000/1 Zoning: PUD APPLICATION INFORMATION Permit Number: 1201-0255 Activity Type: New Permit Type: Building Commercial Review Comments FL 34990 Jurisdiction: St. Lucie County Lot#: Block: Contractor Name: DAVIS, DOUGLAS F Business Name: RICHARD K DAVIS CONSTRUCTION CORP Business Addr: P O BOX 186 City I State I ZI; REVIEWS AND COMMENTS Review Type Status Documents Missing Pending FT PIERCE, FL 34954-1 Page 1 Owner(s): Harbour Ridge PDA Application Type: Master Permit w/subs OtherActivity: Stories: 1 Automatic Sprinkler System? Fax Number 772-465-7665 Reviewed By Date Started Date Complete Date Released Audrey Humphrey 02/24/2012 3 Comment YOU ARE REQUIRED TO HAVE VEGETATION REMOVAL OR EXEMPTION PERMITATTIME OF PICK UP. IF YOU HAVENTAPPLIED FOR IT YET, PLEASE BRING IN AN APPLICATION AS SOON AS POSSIBLE. 3-15-2012 VEG PERMIT RETURNED FROM ERD, FILED IN DRAWER UNDER (H) FOR HARBOUR RIDGE PROPERTY OWNERS ASSOCIATION- FEES ARE LOADED IN COMPUTER SYSTEM -A HUMPHREY 3-16-2012 OKTO ISSUE VEG PERMITAHEAD OF THE PERMIT PER E-MAIL FROM JENNIFER EVANS IN ERD- FEES WILL NEED TO BE REMOVED FROM SYSTEM IF IT IS PICKED UPAHEAD OF TIME -A HUMPHREY Fire Department Review Pending Plans Examiner- Electrical Complete Tony Liento Walter Pride 03108/2012 03/14/2012 Plans Examiner Review Incomplete Joe Cicio 0411212012 r Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Review Comments Page 2 04/13/2012 2 Comment SUBMIT TRIPLICATE SETS [ signed, sealed and dated by a Florida P.E. ] OF THE METAL BUILDING PLANS FROM THE MANUFACTURER, REVIEWED AND APPROVED BY STEPHEN BROCK' PLANS TO INCLUDE DESIGN CALCULATIONS, ANCHOR BOLT SIZES, BOLT LAYOUTS, ETC: SEE METAL BUILDING CRITERIA ON CS-1 ' CANNOT COMPLETE REVIEW ATTHIS TIME 04/13/2012 3 Comment WE HAVE PRODUCTAFFIDAVITS FOR COMPONENTS IN BUILDING C' THIS IS AN OPEN STRUCTURE?? 04/13/2012 4 Comment THE S.L.C.F.D. IS CURRENTLY ENFORCING THE 2010 FLORIDA FIRE PREVENTION CODES AND THE 2009 NFPA 101 [ LIFE SAFETY CODES ] MODIFY PLAN SHEET T-2 ACCORDINGLY 04/13/2012 5 Comment ADDITIONAL PLAN REVIEW FEES DUE WHICH WERE NOT COLLECTED AT SUBMITTAL 04/13/2012 6 Comment RON JONES ENGINEER HAS DESIGNED 5" SLAB AND STEPHEN BROCK STATED A4" SLAB ON CA-2' MODIFY PLANS 04/13/2012 7 Comment COMMENTS MAILED AND FAXED AS OF THIS DATE Plans Examiner -Plumbing Complete Greg Smyth 03/07/2012 04104/2012 To Be Reviewed by Zoning Complete 02120/2012 To Be Review by Plans Exan Complete Joe Cicio 0411212012 04/1212012 Zoning Review Incomplete Lydia Galbraith 0212012012 02/21/2012 1 Comment 2/20/12 E-MAIL TO MIKE HALTER TO CHECK ON STORM WATER. 2/21/12 ANSWER FROM MIKE, THEY NEED STORM WATER PERMITAND THEY HAVE SUBMITTED AN APPLICATION AND PAID THE FEE. 2/20/12 E-MAIL TO MIKE POWLEY TO CHECK IF THEY NEED TO REVIEW CONSTRUCTIBLE PLANS 2122/12 SPOKE WITH PATRICK DAYAN, NEED CONSTRUCTIBLE PLANS FOR REVIEW. 3/6/12 RECEIVED COMMENTS, FAXED TO CONTRACTOR. 3/16/12 RECEIVED CORRECTIONS FORWARD TO PATRICK 3119/12 APPROVAL FROM PATRICK DAYAN IN ENGINEERING. 2/20/12 E-MAIL TO JENNIFER EVANS IN ERD. 2/21112 RESONSE FROM JENNIFER, THEY NEED VEGETATION REMOVAL/EXEMPTION PERMIT. 02/24/2012 4 Comment PLEASE BE AWARE THATABOVE COMMENTS ONLY REFLECT THE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. 02/24/2012 5 Comment FAXED COMMENTS. 04/12/2012 6 Comment NEED TO RETURN TO ZONING FOR IMPACT FEE CHECK ON ALL THE BUILDINGS. TRANSMISSION VERIFICATION REPORT TIME : 04/11/2012 11:41 NAME : SLC CODE COMP FAX : 7724626448 TEL : 7724622963 SER.0 : BROE5J278861 DATE,TIME 04/11 11:40 FAX NO./NAME 94657665 DURATION 00:00:37 PAGE(S) 02 RESULT OK MODE STANDARD ECM Planning & 0eyelopment5ervices Building & Code Regulation DivlslOn Permitting Department 2300 Virginia Avenue Fort Pieres, FL 34982 Phone: (772) 462-1553 Fax: (772) 462.1578 Review Comments PROPERTY INFORMATION Address: 1900-SERVICE TRL city 1 State l Zip: PALM CITY FL 34990 Parcel 9: 4425-701-0017.00011 Jurisdiction: St. Lucie County Zoning; PUO Lot#: Block: APPLICA1100 INFORMATION Permit Number. 1201-0255 Activity Type: New Permit Type: Building Commercial CONTRACTOR INFORMAT70N Contractor Name: DAVIS, DOUGLAS F Business Name: RICHARD K DAVIS CONSTRUCTION CORP Business Addr. P 0 BOX 186 city I State I Zir FT PIERCE, FL 34964-1 Page 1 Owner($); Harbour Ridge POA� Application TYPO: Master Permitwrsubs Other Aetiv"rly: Stories: 1 Automatic Sprinkler System? FaX Number 772.465-7665 REVIEWS AND COMMENTS Review TYpe_ Staty Revieyued_@Y Date srarlyd Date coro� Date Ralea$ea Documents Missing Pending Audrey HumphreY N PERMIT AT TIME OF 02r24/2012 3 Comment PICK UPEIFYOU HAVEN'TAPPLIFr) FOR ITYETEQUIRED TO HAVE A VEGETATION RPLEA E BRING EMOVAL OR IN AO PLICATION AS SOON AS POSSIBLE. lmnPP rHl FOR HARBOUR \ ®STEPHEN A. BROCK ARCHITECTS, INC. 4189 Elm Avenue Palm Beach Gardens, FL 33410 Office (561) 622-4480 • Fax (561) 630-0784 e-mail: SABAI®bellsouth.nat • LicenseAR0006492 April 16, 2012 Mr. Joe Ciscio Plans Examiner St. Lucie County Building Dept. 2300 Virginia Avenue Fort Pierce, FL 34982 Re: Harbour Ridge Golf Maint. Permit # 1201-0255 Building C Permit # 1201-0257 Building E CPermit #_ 1201-0258 Building-D-, Dear Mr. Ciscio: The following answers to your plans review comments are offered for the project mentioned above: 1) Submit a signed, dated and sealed copy of the soil test for review. A soils analysis has been completed for all buildings with the results expected by the end of this week 2) Submit triplicate sets (signed, sealed and dated by a Florida P.E.) of the metal building plans from the manufacturer, reviewed and approved by Stephen Brock. Plans to include design calculations, anchor bolts sizes, bolt layouts, etc. See metal building criteria on CS-1. Cannot review at this time. Metal building drawings were submitted for review for all buildings. 3) We have product affidavits for components in Building C. This is an open structure? Please disregard product affidavit portion that does not involve this building (windows, doors, overhead doors). 4) The S.L.C.F.D. is currently enforcing the 2010 Florida Fire Prevention Codes and the 2009 NFPA 101 (Life Safety Codes). Modify plan sheet T-2 accordingly. The design ofthese buildings (Buildings C, D, & E) do comply with the 2010 Florida Fire Prevention Code and the 2009 NFPA 101. Please disregard the reference to an earlier version of the Florida Fire Prevention Code found on page T-2. 5) Ron Jones Engineer has designed 5" slabs and Stephen Brock stated a 4" slab on CA-2. Modify plans. Please allow us to revise the slab depth for Buildings C & D to 4 ". 6) Engineer to provide an occupant load for the S-1 Building per FBC Chapter 10 tables. An occupant load calculation was completed for all buildings (including existing structures to be remodeled) for the purpose of determiningplumbingfixture requirements. A copy ofthis calculation is attachedforyour review. 7) Engineer to design the steel cee channel as stated on DS-1 to brace the wall and transfer loads to the frames. The cee channel has been designed by thepre-engineered metal building manufacturer and can be found in the pre-engineered metal building shop drawings. This cee channel shall be attached to the masonry wall using''/:" lag bolts as specified on the structural drawings, please disregard the architect's notes stating `/," tapcons. Thank you for your comments. Please feel free to contact us should there be further comments or needs for additional information. PLUMBING FIXTURE CALCULATIONS CLASSIFICATION OCCUPANCY AREA OCCUPANCY LOAD WATER CLOSETS (URINALS) RE) I LAVATORIES REQ'D WATER CLOSETS (URINALS( PROVIDED LAVATORIES PROVIDED MALE FEMALE MALE I FEMALE MALE FEMALE MALE FEMALE BUILDING A BUSINESS 1810 S.F. 19@ 1/100 1/25 1/25 1/40 1/40 10/25 = .4 10/25 = .4 10/40 = .25 10/40 = .25 STORAGE 3482 S.F. 12@ 1/300 1/100 1/100 1/100 1/100 6/100 = .06 6/100 = .06 6/100 = .06 6/100 = .05 INDUSTRIAL 2625 S.F. 27@ 1/100 1/100 1/100 1/100 1/100 14/100 = .14 14/100 = .14 14/100 = .14 14/100 = .14 ASSEMBLY A-2 1275 S.F. 85@ 1/15 1/75 1/75 1/200 1/200 43/75 = .57 43/75 = .57 43/200 .43 43/200 = .43 BUILDING B BUSINESS 1739 S.F. 18@ 1/100 1/25 1/25 1/100 1/100 9/100 = .09 9/100 = .09 9/100 = .09 9/100 = .09 STORAGE 1860 S.F. 7@ 1/300 1/100 1/100 1/100 1/100 4/100 = .04 4/100 = .04 4/100 = .04 4/100 = .04 INDUSTRIAL 4913 S.F. 50@ 1/100 1/100 1/100 1/100 1/100 25/75 = .33 25/75 = .33 25/200 = 13 25/200 = .13 BUILDING C STORAGE 11250 S.F. 50@ 1/200 1/100 1/100 1 1/100 1 1/100 25/100 = .25 25/100 = .25 25/100 = .25 25/100 = .25 i6'Ui LOING Di .STORAGE_ 1/100 1/100 1 1/100 1 1/100 5/100 = .05 5/100 = .OS 5/100 = .05 5/100 = ,05 BUILDING E INDUSTRIAL 1560 S.F. 16@ 1/100 1/100 1/100 1/100 1/100 8/100 = .08 8/100 = .08 8/100 .08 8/100 = .08 TOTAL REQUIRED FACILITIES 2.01 UNITS 2.01 UNITS 1.52 UNITS 1.52 UNITS TOTAL PROVIDED FACILITIES IN BUILDING A & BUILDING B 7 UNITS 4 UNITS 5 UNITS 4 UNITS JOSEPH E. SMITH, a :OF THE CIRCUIT COURT AFTER RECORDING-RETI1RN To- SAINT LUCIE COUNT, FILE # 3685605 0120720U at 01:04 PM OR BOOK 3372 PAGE 1951 - 1951 Doc Type: NO RECORDING: $10.00 PERMIT NUMBER' 1.201- 02511 /20l-0258 _— /2a/-oa55 NOTICE OF COMMENCEMENT poaap8 The undersign/A,0,gy gtvz ndtice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 7725 -Aw— OO! % —MO -I SUBDIVISION BLOCK TRACT LOT BLDG UNIT 2. GENERAL DESCRIPTION OF 3. OWNER INFORMATION: 4. b. Address /G(70O IVI'V IS d. Name and address of fee simple titleholder (if other than ADDRESS AND PHONE 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) , 20_. tl-klc_�ao1 Signature of Owner or Print Name and Provide Signatory's Title/Office V\js,. (Z_ Owner's Authorized Officer/Dirmtor/Partner/Manager State of Florida County of 5 'LuLi /7, The foregoing instrument wa knowledged before me this day ofy O //d —e A , 20,E-- By%%7 r?hae/ Ja/ea to �p 1�¢R/ (Name of person) ,J (Ty7c of authority... e.g. Owner, officer, trustee, attb ey in fact) (Name of party on behalf of whom instrument was executed) Personally Known Or produced the following type of ID: MARamm. EPPEMW W COMMISSION t EE 095811 (Signature of Notary Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florida Statutes). Z ture(s) R Ow s) or Owner(s)' Authorized Ofrrcer/Director/Partner/Manager who signed above: By: By Rev. UMWZM(Rec ing) DBPR - HALLAQ, JAWAD Y 1 " OUB, Professional Engineer 3:33:03 PM 4/13,2012 Licensee Details Licensee Information Name: HALLAQ, ]AWAD YACOUB (Primary Name) (DBA Name) Main Address: 2328 Crossgate Trail BIRMINGHAM Alabama 35216 County: OUT OF STATE License Mailing: LicenseLocation: License Information License Type: Rank: License Number: Status: Licensure Date: Expires: Special Qualifications Civil Professional Engineer Prof Engineer 58298 Current,Active 02/18/2002 02/28/2013 Qualification Effective 02/18/2002 View Related License Information View License Complaint ........._.......................................................................................................................:....................................... 1940 North Monroe Street, Tallahassee FL 32399 :: Email: Customer Contact Center :: Customer Contact Center: 850.487.1395 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida. Privacy Statement Under Florida law, a -mall addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. https://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=7D2AF85DFOE36C077B... 4/13/2012 ®STEPHEN A. BROCK ARCHITECTS, INC. 4189 Elm Avenue Palm Beach Gardens, FL 33410 Office (561) 622-4480 • Fax (561) 630-0784 e-mail: SABAI Obellsouth.net • License AR0006492 April 16, 2012 Mr. Joe Ciscio Plans Examiner ot. Lucie County Building Dept. 2300 Virginia Avenue Fort Pierce, FL 34982 Re: Harbour Ridge Golf Maint. (Percht # f2Ol-0255'Buildingy(, Permit # 1201-0257 Building E Permit # 1201-0258 Building D Dear Mr. Ciscio: The following answers to your plans review comments are offered for the project mentioned above: 1) Submit a signed, dated and sealed copy of the soil test for review. A soils analysis has been completedfor all buildings with the results expected by the end of this week 2) Submit triplicate sets (signed, sealed and dated by a Florida P.E.) of the metal building plans from the manufacturer, reviewed and approved by Stephen Brock. Plans to include design calculations, anchor bolts sizes, bolt layouts, etc. See metal building criteria on CS-1. Cannot review at this time. Metal building drawings were submitted for review for all buildings. 3) We have product affidavits for components in Building C. This is an open structure? Please disregard product affidavitportion that does not involve this building (windows, doors, overhead doors). 4) The S.L.C.F.D. is currently enforcing the 2010 Florida Fire Prevention Codes and the 2009 NFPA 101 (Life Safety Codes). Modify plan sheet T-2 accordingly. The design ofthese buildings (Buildings C, D, & E) do comply with the 2010 Florida Fire Prevention Code and the 2009 NFPA 101. Please disregard the reference to an earlier version of the Florida Fire Prevention Code found on page T-2. 5) Ron Jones Engineer has designed 5" slabs and Stephen Brock stated a 4" slab on CA-2. Modify plans. Please allow us to revise the slab depth for Buildings C & D to 4 ". 6) Engineer to provide an occupant load for the S-1 Building per FBC Chapter 10 tables. An occupant load calculation was completedfor all buildings (including existing structures to be remodeled) for the purpose of determining plumbingfirture requirements. A copy ofthis calculation is attached for your review. 7) Engineer to design the steel cee channel as stated on DS-1 to brace the wall and transfer loads to the frames. The cee channel has been designed by the pre-engineered metal building manufacturer and can be found in the pre-engineered metal building shop drawings. This cee channel shall be attached to the masonry wall using % " lag bolts as specified on the structural drawings, please disregard the architect's notes stating''/." tapcons. Thank you for your comments. Please feel free to contact us should there be f other comments or needs for additional information. .x OFFICE USE ONLY: 2 L E CO 1 . 1 / `` PIY-�-- _ REVISION FEE.1�RECEIPT� 1. LOCATION/SITE ADDRESS: 2. 3. 4. PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE V FORT PIERCE, FL 34982-5652 ® n (772) 462-1553 n APPLICATION FOR BUILDING PERMIT REVISION PROJECT INFORMATION f / ,/ _._ D.n� .. /nnI r A//A•Ieri./A.IwG w Q/// DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: �1 PHONE (DAYTIME):i OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: S. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DA SLCCC: 9/23/09 Revised 04262010 ST. LUCIE COUNTY CERT. #: STATE: FAX: ZIP: OFFICE USE ONLY: DATE FILED: -�a REVISION FEE: 0. 1. 2. 3. 4. 5. LOCATION/SITE ADDRESS: PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICES WWA BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR IMORNA1'IPN- . , STATE of FL REGJCERT. #: G6ro-6 BUSINESS NAME: QUALIFIERS NAME: ADDRESS: A,1: CITY: lGT. 4ZG91:2G PHONE (DAYTIME)' OWNERBUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: ARCHITECTBNGINEER INFORMATION: NAME: ADDRE: CITY: PHONE SLCCC: 923/09 Revised 0426201 0 OFFICE USE ONLY: DATE FILED: " REVISION FEE:_ 3. 4. S. LOCATION/SITE ADDRESS: PERMIT # /2 a/-o2ytj RECEIPT #t7 PLANNING & DEVELOPMENT SEI BUILDING & CODE REGULATION D 2300 VIRGINIA AVENUE FORT PIERCE, FL 34952-5 (772) 462-1553 APPLICATION FOR BUILDING PERM PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: cz2rla BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME)- OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: - PHONE (DA SLCCC: 9n3109 Revised 0426/2010 ST. LUCIE COUNTY CERT. #: STATE: z FAX: ZIP: E i. SAINT LUCIE COUNTY FIRE DISTRICT cit�C PLAN REVIEW FORM 5160 N.W. Milner Drive Port Saint Lucie, FL 34983 Telephone: 772-621-3322 ED1Q1��` Fax: 772-621-3604 Web Address: www.sicfd.com a '-Building Dept. Saint Lucie County FMO Permitp B-12-83 1 Project Name Harbour Ridge Yacht & Country Club- Equipment waSitlraglTRgla-lt 5iir, BLDG Permit 7f 1201-0255 l Address 1900 Service Trail / 12600 NW Harbour Ridge Blvd. city Palm City __ ____ ____ .___. _____..__. - _ _ _---- _—._ ____i _ ...__ Contractor Richard K Davis Address P.O. Box 186 - City Fort Pierce State Florida — _ Zip 34954 Telephone 772A61.8335 Architect/Engineer Stephen A. Brock Architects Telephone 772.622.4480 Occupancy Type Storage i Construction Type IIIB ± Square Feet 11250 i Occupant Load Number of Stories 1 Access Box Access Key Switch I AFS Permit _ FA Permit I - i FFP Permit General Notes 1. An electronic copy of the construction documents submitted on a CD is required. The file format shall be .pdf only. Y2. All revisions, including the electronic copy must be received prior to permitting. 3. The Fire Marshal requires 24 hour notice on all inspections. 4. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. S. Failed Inspections require payment of fee prior to rescheduling of further inspections. 6. Penetrations through rated assemblies shall be of the proper UL design. Design criteria shall be submitted with the construction plans. 7. Fire alarm panels shall be located indoors within air conditioned space. S. Plans and construction are subject to corrections in the field to maintain code compliance. 9. Automatic fan shutdown is required for HVAC system/s that exceed 2,000 cfm design capacity. 10. The Installation or Alteration of Fire Sprinklers, Fire Alarms, and Fixed Fire Protection Systems require a separate review and permit. THE FLORIDA FIRE PREVENTION CODE, 2010 EDITION IS CURRENTLY ENFORCED. BUILDINGS WITH LIGHT -FRAME TRUSS -TYPE CONSTRUCTION SHALL BE MARKED WITH APPROVED FIREFIGHTER SAFETY WARNING SIGNS IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODES 69A-3.012 AND 69A-60.0081 PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY. See General Notes Above and Required Revisions Below I. Revise the Code Analysis to reflect the correct Florida Fire Prevention Code edition. >-. Provide a Life Safety Code Analysis. Page I1 of F Reviewed by T. LientO I Date 04-20-12 T Planning '. a &Development Services Department Jr Building & Code Regulations Division ��77 � , _ 2300 Virginia Avrnae FILL {y-�Fort pierce FL 34982COPY - 77'�.1 12 Av2 Design Certification for Wind Load Compliance ` This Certification must be completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of nevi residence (single or multi- family), residential addition, any accessory structure requiring 4 and any nonresideati0 stnrcture, This Certification shall not apply to interior renovations (pro hided �tno exterior structural A-Jk columns or other components are being affected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at (772)462-1S53 Certification statement: 1 certify that, to the best of my knowledge and belief,.these plans and specificatiorus have been designed to comply with the applicable structural portion of the Building Codes Currently adopted and enforced by SL Lucie County, I also certify that SGuctural eLments depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Design Parameters and Assum mions Used (please check or complete the appropriate box.) 1 Florida Building Code 20--4?7_Edit'm with 20 04/ Supplemeat9 and ASCE 7 O S 2. Bulldiag Desiguis: Enclosed: Partially Enclosed: x 3. Mean Roof Height: 16,2, Roof Pitch: Open Building:0.5 / Y InternalYressure Coefficient: 4. Width of End Zone:. 3.9 Wind Speed _/ W& WOW (3 sec gust) 5. Boildiug Classification Table 1-1. ASCE 7 ,� FBC Table 16045 .� 6. Wind Exposure Classfficaftom:_.4C5_Adjustment Factor for Exposure & Height: /.O 7. Components& Cladding Wind Pressure on Roof Zone leg 21;�L3_1%�pSF 8. Components & Cladding Wind Pressure on Wall Zone 4L6kS_A4eLQ PSF 9. Components & Cladding wind Pressure on Overhead Garage Door_AM!t_pSF 10. Loads: Floor AZM PSF Roofidead 5 .. PSF Raofllive TiO _PSF 11, Shear Trails Considered for Structure? Yes _ No xP F00RAlBS 12 C --(BHa attache explanation) ominous Load Patb provided? Yes_ No _ (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yes_ No / (if No, attach explanation) 102d- ENbi 14. Minimum Soil Bearing Pressure; X presumptive: BpTest:dD PSF S72uGp�rc/E6,e" As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of my knowledge and belief. Name: , rJ (5 T/JnttC� Cert#: 35 O") Design Firm: je!. es swfO_ " G Date: _ /$�/ Z �u/Gid��ilf/ PGGc SLCCD V Farmn o2o_oO Revised?27Jo9 (CL) Reused 6n1?Alo (1S) i i Planning & Development Services Department Building & Code Regulations DivisioC Y FortPierM MUM `tr �%2-962-1553OP R °w. 17, yrl Design Certification for Wind Load Compliance This Certification must be completed by the project design architect or engineer. MsCertificationmustbe submitted in duplicate with an applications for building permits involving the construction of new residence nonresidential s W (single or multstfamily), residential addition, any accessory structure requiring a building permit, and any eture. This Certification shall not apply to interior renovations (provided that no exterior structural wells, columns or other components are being affected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at (772)462-1553 UertScation Statement: I certify that, to the best of my kcnowledge and belief, throe plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also Certify OW structural elements depicted on these plans provide adequate resistance to the wind I oads and tomes specified by current code provisions. Design Parameters and ASanmmions Lts d (Please check or complete the appropriate P pp opriate box.) 1 Flatida Building Code 20�_Editian with 20 O9 Snpplemeats and ASCE 7,�_ 2. Building Design is: Enclosed: j: Partially Enclosed; Open Building: 3- Meau RodReight: ,/�RoofPitch:I Internal Pressure Coefficient: *V./$ 4. Width of End Zone: . ° 7 _ Wind Speed: (3 sue() 5. Building Classilleatioa Table 1-1. ASCE 7�_FBC TableT604S 6. Wind Exposure Clacsitle lion: A Adjustment Factor for Exposure & Height: /e O 7. Components & Cladding Wind Pressure an Roof Zone I.I —2 2.23 .OPSF 8. Components & Cladding Wind Pressure on Wall Zone 4.114 5 �dr;�pSF 9. Components & Cladding wind Pressure on Overhead Garage Door,_PSF 10. Loads: Floor6VA PSF Roof/dead. 0 PSF Boofflive ZO PSF H, Shear Walls Considered fer Structure? yes _ No X (if No, attach explanation) F,¢.a�u63 I2. ConfivaousLoad l'sthprovided? YesNo_(ifNo, attach -explanation) 13. Are Component and Cladding Details provided? YCs_No.6__(ifNo, attach' explanation) PlC6'�:/JGM.rS6KNO 14. Minimum Soil Bearing Pressure: Presumptive: By Test; 059D PSF r7%id6Yd/?G As witnessed by my seal, I hereby certify that the information included with this certification correct, to the best of my knowledge and belief. is tree and Name: L lj.rOA1,05 Cert#:_,lJr.5.S0 SLCCDv Furm,Y o20-00 Revised 2=09 (CL) RevLud 6nlaolo (IS) Aisle. M SAINT LUCIE COUNTY FIRE DISTRICT PLAN REVIEW FORM 1�3�' goy S160 N.W. Milner Drive a Port Saint Lucie, FL 34983 x� Telephone: 772-621-3322 -� yLcpl\ Fax: 772-621-3604 Web Address: www.slcfd.com ,6 Building Dept., IS Lucie County FMO Permit# B-12-81 ._ _. _ _ _ _.._ __ _ _.._ _.... _ _ — _._._ . .._ _ _ _ _ _ __.— _:. J Project Name Harbour Ridge Yacht&Country Club - Chemical/Fertilizer Storage Bldg. BLDG Permit# 1201-0258 190o Service Trail / 12600 NW Harbour Ridge Blvd. City J.Palm City Ccntractor Richard K Davis Address P.O. Box 186 City Fort Pierce I r state Florida Zip 34954 Telephone 772.461.8335 I Architect/Engineer Stephen A. Brock Architects I Telephone 772.622.4480 Occupancy Type Storage Construction Type VB P Square Feet 2560 1FOccupant Load I Number of Stories Access Box Access Key Switch I. AFS Permit I FA Permit I i FFP Permit I General Notes 1 1. An electronic copy of the construction documents submitted on a CD is required. The file format shall be.pdf only. 2. All revisions, including the electronic copy must be received prior to permitting. r 3. The Fire Marshal requires 24-hournotice on all Inspections. 4. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 5. Failed inspections require payment of fee prior to rescheduling of further inspections. 6. Penetrations through rated assemblies shall be of the proper LIL design. Design criteria shall be submitted with the construction plans. 7. Fire alarm panels shall be located indoors within air conditioned space. 8. Plans and construction are subject to corrections in the field to maintain code compliance. 9. Automatic fan shutdown is required for HVAC system/s that exceed 2,000 cfm design capacity. 10. The Installation or Alteration of Fire Sprinklers, Fire Alarms, and Fixed Fire Protection Systems require a separate review and permit. THE FLORIDA FIRE PREVENTION CODE, 2010 EDITION IS CURRENTLY ENFORCED. BUILDINGS WITH LIGHT -FRAME TRUSS -TYPE CONSTRUCTION SHALL BE MARKED WITH APPROVED FIREFIGHTER SAFETY WARNING SIGNS IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODES 69A-3.012 AND 69A-60.0081 PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY. See General Notes Above and Required Revisions Below 1. Provide a list of the products that will be stored within the building. 2. Revise the Code Analysis to reflect the correct Florida Fire Prevention Code edition. 3. Provide a Life Safety Code Analysis. s I Page 1 of jl ii' Reviewed T. L'Iento i Date 04-20-2012 9 I -; y _ _ __ SAINT LUCIE COUNTY FIRE DISTRICT PLAN REVIEW FORM s \GOUMY� 5160 N.W. Milner Drive • f g Port Saint Lucie, FL 34983 x x Telephone:772-621-3322 Fax: 772-621-3604 Web Address: www.slcfd.com Building Dept. Saint Lucie County ' FMO Permit# B-12-82 Project Name Harbour Ridge Yacht 8, Country Club -Equipment Wash/Fueling Pad BLDG Permit# 1201-0257 Address 1900 Service Trail / 12600 NW Harbour Ridge Blvd. City Palm City Contractor Richard K Davis Address P.O.Box 186 — — _^ City Fort Pierce State Florida Zip 34954 Telephone 772A61.8335 -Architect/Engineer Stephen A. Brock Architects Telephone 772.622.4480 -Occupancy Type Storage Construction Type VB Square Feet 1560 l� [� Occupant Load I Numberof Stories h Access Box Access Key Switch AFS Permit FA Permit i FFP Permit . _ . ... - _ _... General Notes .4 It 1. An electronic copy of the construction documents submitted on a CD is required. The file format shall be .pdf only. 2. All revisions, including the electronic copy must be received prior to permitting. 3. The Fire Marshal requires 24 hour notice on all Inspections. 4. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 5. Failed inspections require payment of fee prior to rescheduling of further inspections. 6. Penetrations through rated assemblies shall be of the proper UL design. Design criteria shall be submitted with the construction plans. 7. Fire alarm panels shall be located indoors within air conditioned space. 8. Plans and construction are subject to corrections in the field to maintain code compliance. 9. Automatic fan shutdown is required for HVAC system/s that exceed 2,000 cfm design capacity. 10. The Installation or Alteration of Fire Sprinklers, Fire Alarms, and Fixed Fire Protection Systems require a separate review and permit. THE FLORIDA FIRE PREVENTION CODE, 2010 EDITION IS CURRENTLY ENFORCED. BUILDINGS WITH LIGHT -FRAME TRUSS -TYPE CONSTRUCTION SHALL BE MARKED WITH APPROVED FIREFIGHTER SAFETY WARNING SIGNS IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODES 69A-3.012 AND 69A-60.0081 PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY. See General Notes Above and Required Revisions Below A separate review and permit is required for the installation of fuel storage systems. Revise the Code Analysis to reflect the correct Florida Fire Prevention Code edition. Provide a Life Safety Code Analysis. Page 1 of IF! Reviewed by IT. Liento Date 04-20_72 l:? Planning & Development Services Department s t FILE COPY m Building & Regulations Division Product Review Affidavit Building Permit # Owners Name?Z4R ,(le R/OG' P� Applicant: CL/G_A/1/GLI/ Di/�%, fi O E 1 AfJO�r 7�N Product Opening Design Pressures Product Rated Desl n Pressure Manufacturer Model Number I Product Approval Number Glass Type Method of Attachment Windows *�353 sir%2 r$o.o '$oa Kwly- S!/-700 $/QA//^Or/�J�•/0 '`i " �i/2fCREKI'?iLfl//Fi1D' AEb�EIJ>2i.?A/� Mullions S 6A aoroj De KAWNE64 350 1Q 494 //-022$.0 % 'Vo. /Z 6 Der isren JAI + cA Gl, rvE f65.o '65 o AAWN*4& //1- Soo oA09 02/9.0$ o Yy-2oJ ` It[ G Bowl J a EAp Skylights NIA Sliding Glass Doors 1*4 Type Doors f35.3 ^rfly t7o.o ^70•0 AMWING 'VT - AK /rf237./ Ab"/•4 ell a r'HJ ro URE wr7H 3/6 French Doors Garage Doom 3/• + y G.//•Z 322o FL^/6a58 - �' x f�.r o Hurricane Protection Roof Ventilation Roofing Material P¢ ,ry�jyr/ E &WC-CA0 '"�'�1 G77/J REOd! Mr�y(fl/i/ p/�S Co. /aNG rtyr.i b JIH r ��.-7v/f, (� �Q ..., PER �31Ar✓UF9C�U�QEJ�.ri'�iYl>/WEE� -ASC77d y 1Ae4W1,&,- WA14 )W A .4 AI0'FAGTaaJJe:r 1,rh4&44IV LOrYG IP�lP1 FL'705 PE.¢ y111A/U`s1CJ!/PfeJ EiiGrVF� � bV&1,V6iWAP,l�QurRftfENT/� DGS Co. 6eEe 7, Ov PUW14,6/ I have reviewed the above components or cladding and I have approved the use in tis . tructure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Signature: Design Prof: Sc`��/!d 9% SZcl4e Cert. No. Date: 5 Z &O,V6 W10 UP e PEemrr 120r-oa57 N AMERICAId BUILDING "Building Success- = Through -Partnerships" A.B.C. JOB NO. 11-645/• 64- SAFETY COMMITMENT American Buildings Company disclaims any responsibility for injuries or damages which may result from the imemreetion and implementation of these safety and erection practices since the actual seed.. operations and conditions are beyond American Buildings Company's control. It is assumed that only experienced, knowledgeable smashers with trained crews and proper equipment will be engaged to do the erection. It is emphasized that American Buildings Company is a manufacturer of metal building components and is not engaged in the erection of its products. Opinions expressed by American Buildings Company about erection practices are intended to present only a guide as to how the component should be assembled to create a building. The experience, expertise and skills of the erection crews as well as the equipment available for handling the mail determines the quality of erection and the ultimate customer satisfaction of the completed building American Buildings Company strongly recommends that safe working conditions and accident prevention pream be the top priority on any job site. Local, stare and federal safety and health standards should always be followed to help insure worker safety. Make certain all employees know the safest and most productive way of erecting a building. Emergency telephone numbers, location of first aid stations and eanergenry procedures should be known to all employees. Daily meetings highlighting safety procedures, the use of hard has, rubber sole shoes for roof work, Peeper equipment for handling material and safety net where possible are recommended erection practices. American Buildings Company intends that these prxaNions be interpreted and administered with .and lodgment consistent with good safety practices. American Buildings Company has a commitment to manufacture quality building component that can be safely erected. Safe erection practices are the responsibility of the roofer and individual employees of the erectors. The erector's supervisory personnel should be certain to both communicate safety practices to it employees and enforce proper erection practices. However, the safety commitment and job site practices of the erector are beyond the control of American Buildings Company AMERICAN BUILDINGS COMPANY A MLJCCpR COMPANY YOUR SAFETY AT WORK Correct Tool Usage Make certain the come cool is available and used for each phase of building erection. Worker should maintain a fimr, safe position when using any real and a consent awareness of their location to the roof edge. Use approved tieoft, roping or rails when working on mot surfaces. Chockwireropeforlo ken strands, broken wire and kinking. Replace damaged, unsafe man immediately. Personal protection equipment should always meet OSHA standards. Alwaysweseapprwedeye protection. Electrical tools must be propedy grounded. Do not use electrical tools or equipment while standing on wet surfaces. Return tools to their proper place when not in use. Don't allow tools, blocking or materials to become a falling hazard. USE THE CORRECT TOOL FOR THE CORRECT JOB Remember! Daily meetings highlighting reployee safety procedures will reduce the number of employe accident. YOUR SAFETY AT WORK Employee Safety The safety of each employee should be the 'Number 1' pdor'nty at each job site. American Buildings Company strongly recommends that each employee be properly trained and supervised in safe work practices. If you feel that you have not been properly trained on safety procedures or are not being prWary supervised, contact your supervisor. While at work remeal e, Untrained or unqualified personnel should not be permitted access to a roof or the erection site. Work areas should be kept clean and orderly at all times. Improper tool usage may result in injury. • Make certain that the correct tool is available and issued for each phase of building erection. Retum tools when not in use to their proper places. A firm commitment to employee safety is the first step in oath successful building erection. DAILY MEETINGS HIGHLIGHTING EMPLOYEE SAFETY Remember) Daily meetings highlighting employee safety procedures will reduce the number of employee accidents. YOUR SAFETY AT WORK SAFETY PRECAUTIONS FOR ROOFING WORK American Buildings Company strongly recommends that erection employees be continuously trained and retrained in safe and productive work practices. Working on the roof area in the installation of roof structurals, insulation or rod panels requires proper draining, Correct equipment and constant alertness to minimize the danger of falls. Hard hat should beware on job sites to prevent injury from falling objects. Workers should always be aware of their location to the roof edge. Safe work practices on the following erection duties should be carefully reviewed with erection crews prior to beginning each job. PANEL MAY COLLAPSE IF NOT PROPERLY SECURED Partially attached or unaeached panels should never be walked ant Roof panels must be cmpletely attached to the purlins and to panels on either side before they can be a safe walking surface. Unsecured roof panels are flexible and cannot be mind upon far bmcin& suppon or stability. Be cautious of strong wind when handling roof panels. DO NOT. 1. Step on rib at edge of panel 3. Step near crease In rib at edge of ..at 3. Step on an unsecured panel Roof panels must never be used as work platforms. A runway as specified in 'OSHA Safety and Health Roger Mtions for the Construction Industry' should be used for platform work. V YOUR SAFETY AT WORK Moving or Lifting loads Stay well in the clear of any moving load. Keep hands and feet clear atall times. Workers should be trained to correctly locate the point of cable atachment and in the correct and safe operation of lifting equipment. Hard hats meeting OSHA standards, steal We shoes with metatarsal guard and eye protection should be wort at all times. Stay in the clear of any lifted load. Make certain all framing is properly braced or guyed before lifting lines are removed. STAY WELL IN THE CLEARI Remember) Daily meetings highlighting employee safety procedures will reduce the number of employee accident. YOUR SAFETY AT WORK PANELS MAY BE SLICK A protective coating,dew, (msy or any other moisture may cause panels to be slippery. Wipe down panels before installation or walking on panels. Wear mbbersoleworkbeots. When on the roof, use OSHA approved protection devices such as safety lines, safety nets or a catch platform. UNSECURED PANELS MAY SLIP IF STEPPED ON Employees should be continuously warted to over step on a single unsecured roof panel or a stack of roof panels laying unattached on the purlins. Secure each end of walkWards with clamps at appropriate fasteners and place walkboards in the flat ofpsnels. WalkboaNs should run to the full length of the panel and be fastened together by drilling hole near the end of each board and tying itwith rope to the next board. (Cutagrooveinthebotm of each board so that the board will lie Rat and not tip back and forth because of the rope). - --e-7tA SAFEFYPRECAOTIONS All safety promoters refemad to throughout mis publication, all OSHA safety requirements oromer mammary or statutory mquiremente must W adhered to m order maximize employee safety. Daily meetings describing safe work pmcedures, we of hard hats, rubber sole sees for roof werk, proper equipment for hadlbg maerial and edge of root protection process am recommended erection proof cos. YOUR SAFETY AT WORK Moving or Milting loads Stay well in the clear ofany moving load. Keep hands and feetclearatall times Workers should be trained to correctly locate the paints of cable attachment and in the come and .to operation of lifting equipment Hard hat meeting OSHA standards, steel toe shoes with metatarsal guard and eye protection should be worn at all times. Stay in the clear deny lifted load. Make certain all framing is properly brand or guyed before lifting lines are removed. STAY WELL IN THE CLEAR! Remember? Daily meetings highlighting employee safety procedures will reduce the number of employtt accident. INTRODUCTION End User and its Design Pmfessionals. American is User or it project. American recommends that the certifications be reviewed by you with the general s factors and all essential design specifications affecting erection of me building component. Proper erection American's erection drawings, erection manuals and r achieve itdeslgn specifications. The Warner, general the specification, purchase and erection of American'. the Common Industry Practices as sop faith in the Met Building System; Manual (2002 Edition) which is appl your pmengineemd metal building, and by reference User criteria and all related load will take no part in the mr onent in accordance with wind andcomply with s Association Metal esign and erection of manual.' AMMUCAN BUILDINGS COMPANY A MU=MM COMPANY GENERAL FOUNDATION NOTES 1. THE METAL BUILDING SUPPLIER ASSUMES NO RESPONS RUTTY OR LIABILITY FOR FOUNDATION. FLOOR OR SLAB DESIGN OR CONSTRUCTION. 2e THE YOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO WE SPECIFIC SOL CONDITIONS PRESENT AT THE ACTUAL JOBSITE oi. FOUNOARON MUST BE DESIGNED FOR THE MPUCABIE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE A➢EGUATE TO RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF WE VARIOUS LOADING CONDITIONS THESE REACTIONS AND LOAD COMBINATIONS MUST BE USED TO DETERMINE WE DESIGN LOADS TO BE RESISTED BY THE FOUNDATIONS. 4. REINFORCING BARS. YNR: MESH. ANCHOR ROD SHEAR ANGLES, TIE ROM AND / OR HAIRPINS (HOOK BARS SHOULD BE INCORPORATED AS REWIRED INTO WE FOUNDATION DESIGN. 'RE HORIZONIAL ITHRJST AT THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE HAIRPINS AEONS, MUST BE SUSTAINED BY HAIRPINS, TIE RODS. BURRESSES, OR OTWDN D nA-. MEANS. 5. COLUMIEKMNNTO WING SNOB EXTENGRAM.DIN ALL MINIMUM TIE FOOTING12 4W1INTO LEXTEENND ATT�UE 6 OR Mtl1RE5 USED. W ME LOCAL FROST LINE. WE FILL MUST' BE �PERLY COMPACTED OR TE FOOTING SHALL 6. EXPANSION OR CONSTRUCTION JOINTS SNAIL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB, AS SPECIFIED BY THE FOUNDATION DESIGNER 7. THE TOP OF WE FOUNDATION OR FLOOR SHALL SE SQUARE• LEVEL AND SMI ANCHOR ROM SHU BE ACCURAMY SET TO A TOLERANCE t1/16 INCH ON DIMENSIONS WITHIN TE GROUP SPACING FOR AN INDIVIDUAL COLUMN ALL OTHER DIMENSIONS SMALL HAVE A !1/B INCH TOI.ERANCE B. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLDWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS. S. UUN�ETEa LR CIILY NOTED OTHERWISE, ALL. EMBEDDED SDiULNRA STEEL (INCLUDING ANCHOR ROM), OTHER MATERIALS, AND LABOR SHALL BE MPPUED BY THE FOUNDATION 10. ANCHOR RODS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FRON CONCRETE, DIAMETER AND OUANTTY. it. THE EMBEDMENT OF THE ANCHOR RODS IN WE CONCRETE AND CONFIRMING ADEQUACY OF ANCHOR ROD EDGE DISTANCE IS WE RESPONSIBILITY OF WE FOUNDATION DESIGNER. WE FRAME RUCTIONS ARE CONSIDERED WE MINIMUM LOADS TO BE DEVELOPED. 12. ALL ANCHOR MOB SHALL E ASM F1554 GRADE 36 OR EQUAL IN ORDER TO CONFORM TO WE METAL BUILDING SUPPLIER'S DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES GIVEN IN WE AIM MANUAL OF STEEL. CONSTRUCTION. 13. ANCH OR R ROD MED DIAMETERS NI ER SHALL WE PRIMARY BE 1/2 INCH FRADIAMING A D ENDS RN RMI$[ NOTED.DENOTED AT RESPECTIVE BASE PUTE DETNLS OR ON WE ANCHOR BOLT PLAN. -ANCHOR ROM BASIC MATERIAL SPECIFICATIONS PRIMARY FRAMING SIETL - STEED. FOR MILL -ROLLED STRUCTURAL SECTIONS SHALL CONFORN TO WE REQUIREMENTS OF ASTY A 36. ASTM A 572 GRADE 50 OR 55. OR ASIM A 992. STEEL FOR ALL. BULT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF WE FOLLOWNG: A ASM A 1011 SS GRADE 55 B. A51'M.A 1011 HSLM, GRADE 55. CLASS 1 C. ASIR A 572 GRADE 55 _ Q. ASTM A 529 GRADE 55 STEEL FOR ENDWALL 'C' SECTIONS SHALL CONFORM TO ASIR A 1011 SS, GRADE 55, OR HSLLS. GRADE W. CLASS 1. STEEL FOR ROUND PIPE SECTONS SHALL CONFORM TO ASAP A MO GRADE B. 42 NET. SECONDARY FIUN,_ MNSTEEL _s SIM USED TO FORM. PURLNS. CARTS, CAVE STRUTS AND 'C' SECTORS SHALL CONFORM TO AS1N A1011 Sr, GRADE 55. OR HSIAS GRADE 55, CV55 1, OR IF GALVANIZED SHAU. CONFORM TO ASTY A653 SS, GRADE 55, C90 OR HM-A3. GRADE 55• CLItK 1• CYO. ROOF AND WALL PANEL -MATERIAL EXTERIOR PANELS SHALL CONFORM TO ONE OF WE FOLLOWING: • PANEL MATERIAL SHAUL BE I. MAY BE ETHER 26 UM �4M-�E NLOY-COATED STEEL CONFORMING TO WE REQUIREMENTS OF ASIH A 792 SS, GRADE 80. MATURAMATERIAL.TERN L. HAULEITHERBE AIJUM4 OR 22Y�NEC ALLAY-COAEO STEEL CONFORMING TO WE REQUIREMENTS OF ASAP A 792 SS, CRAM 50• CUSS 1. MAYPANEL MATERIAL SHALL BE ZING -COATED Cw%MIM0 STEEL. COATING DESIGNATION C90, CONFORMING TO WE REOUIREM VENTS OF ASA 60 SS. GRADE 80, CLASS 1 OR CVS9 2. OR HRAS, GRACE W. MAIERW. MAY BE 26 R 24 GAGE IPASANE. IMATU L SHAU. B ZNOCry CO �MINENIS E(MMIM) STM_ COATING DESIGNATION 00, CONFORMING TO WE RMUIRFNOF ASIM A 03 SS, GRADE 50, CLAIM 1 OR ASS 3, RACE •1E& BRACE CABLES: ASM A 475. 7-STRAND MIS DARE CABLE BC4-Ile DIA(7mm) Gas -5/16- DIA(Bmm) W6-3/8' 00.(10mm) BOB -1/2' OA(13mm) BRACE RODS: ASM A 572. W KSI (UPSET THREADS) BRS-5/8' BA(16mm) BR6-3/4' UTA0m (2m) BR7-7/8' DIA(23mm) BR8-1' DIA(26mm) OR ASAP A 529. 50 HS1 (CUT MHRFAM) BTI 11/8' D1A(29mm) BR10-1 1/4'DMMmm) BR11-1 3/8' M(Mnue) BR12-1 1/2' M(39mm) 'SHOP COAT PI IS INTENDED RU PROTECT WE. STEEL FRAMING DURING TRANSPORTATION TO WE JOSSITE AND FOR NOT MORE THAN 45 ON STORAGE IN EXTREME COLDTEMPERAWRFS OR WINTER SNOW CONDmONS, INCLUDING TRANSPORTATION ON SALTED OR CHENIGLLY TREATED RQ DURABWIY AND^LONGEVITY OF WEPRIMER. WE COAT OF SHOP PRIMER DOES NOT PROVIDE THE UNIFORMITY OF APPEARANCE, OR THE DUM OF A FIELD APPLIED FINISH COAT OF PANT OVER A SHOP PRIMER MINOR ABRASIONS TO WE SHOP COAT PRIMER CAUSED BY HANDLING, LOIN ERECTION ME UNAVOIDABLE AND ARE NOT WE RESPONSIBILRY OF WE MEAL BUILDING SUPPLIER. ABC IS NOT RESPONSIBLE FOR WE DETFFI CORROSION WAT MAY RESULT FROM NEITHER ATMOSPHERIC AND ENVIRONMENTAL CONDIBONS NOR WE COMPATIBILI(Y OF WE PRIMER TO ANY F 'AS A MINIMUM AND SECONDARY TO MORE STRENUOUS JOB SPECIFIC REOUIREMENTS. PROJECTS LOCATED IN CMADA MUST BE ERECTED WITHIN TOUERANCES AS DEFINED IN SECTION 29.7 OF,SPECIFICATION S16.01 AND PROJECTS IN OTHER. LOCATIONS MUST BE ERECTED WITHIN TOLERANCES AS DEFINED IN WE LATEST MMON OF WE MEAL BUILDING SYSTEMS MANUAL, PUBUSHM BY WE MBMA' CONSTRUCTION B ACYNG NI TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSEWDRN. CRIMNC OR GTHO ELEMENTS REQUIRED FOR WE ERECTION OPERATION IS TO BE OEIERMINED, FURNISHED AND INSTALLED BY WE ERECTOR THESE SUPPORTS MUST SECURE WE STEEL FRAMING. OR ANY PARTLY ASSEMBLED SIEEI. FRAMING, AGAINST LOADS COMPARABLE IN NTENSIIY TO THOSE FOR WHICH WE STRUCTURE WAS DESIGNED RESNLTNG FROM WIND AND OR SEISMIC ACTIVITY AND AGNNST WE LARDS RESULTING FROM WE ERECTON OPERATION. CERTIFICATION AND SCHEDULE OF DRAWINGS 7H15 6 TO CERM' THAT THE META. BUILDING COMPONENTS FURNISHED BY AMOUCAN BUILDINGS COMPANY FOR THE REFERENCED BL'IDING HAVE BEEN DESIGNED IN OUR OFFICE FOR FABRICATION W OUR EUFAUTA. K PLANT. IN ADDITION TO THE DEAD LOAD (0) OF THEBUILDING COMPONENTS. THE MEMBERS ARE DESIGNED ON THE FOLLOWING DESIGN BASIS: $HEFT NUMBER DATE COLLATERAL LOAD (C) 5 Me0. oof f On Sntis PP�ng n9 FMeentaFormes ABC-1 04 05 / / ABC-2 04/05/. ROOF WE LOAD Tlr) 20 pat on Rmi Meteen WiN Reduction On Supporting Framee As Permitted By Cade WIND LOAD (W3 High Velocity Hurricane Zorn - No (cite not in Dade or Bn-ard county) Wind F�osun Category Based an Surface Rough. - B 140 mph Basic Wind Speed (3 cxxnd gust) End.... ClenNiiea8on - Open BuIldnp Intempl P.C. ne Coef iident, - +0.0 ng! -0.0 Wind Importance Fodor- 1.0 Design nssun for Wall Components and Gadding - +32.27 pat and -43.03 Pat GavafieDlien of Bulding - R. A0 BuRdinge and alher dncturee except lease read in Categoda, I. M, and N AB-1 04/04/' A3-2/�/ AB-3 04/04/' E-01 04/05/'. E-02 04/OS/I E-03 O4/OS/12 BE I E-04 04/05/12 L125' E-05 04/05/12 SEO-001-010 04/05/12 NAPE IS DESIGNED AS AN OPEN BUILDING AS DEFINED BY WE REFERFNCEO BUILDING CODE. AMERICAN BUILDINGS COMPANY.SE7NICFAB6M STMDAROS (2006 MBMA, MANUAL CRITERIA) WILL BE USED FOR DESIGN AND FABRICATION OF YOUR ORDER. WE ABOVE DESIGN LOADS RAZE APPLED IN ACCORDANCE WITH WE 2007 FLORIDA BUILDING WDE WE DESIGN IS IN GENERA. ACCORDANCE WITH 2O05 ASC 360-OS SPECIFICATION FOR STRUCTURAL STEEL BMINGS AND 2004 AISI NASPEC NORTH AMERICAN COLD -FORMED STEEL SPECIFICATION. PRODUCT APPRDVA9 AND CFR nCATMDNS 1. FlDPoO,A PRODUCT APPROVAL FOR HaOFINC (FV04-R2 MO FL4813-R1). SKnRCN15 (FL6961-R1 AND FVJ09-R1), AND PANEL WALLS (MIL5-R2). F .,. •W.a vr••LI••Y:Mm EPMX BRICK ARC R=# ql: • Approved As Correctedr I .rv•I Rem and Resubmit x" NaApproved DOCUMENTS THE CONTRACTOR 6 AND OUANTMES TO BE I ' THE M FOR INFDBMATION FABRICATION PROCESSES OR MOUES, SEOUSM AND PROD r HARBOUR RIDGE T-SHED FILE DATE DRAWING SUBYRTN. SCALE: L/OS/12 STATUS [ 3 FOR COI6TRL1Cn0N DRAWN I [ ] FOR N'PROJAL d1EIXE [•] FOR PERMIT ONLY [ 3 FOR PfEUMMARY IGIOI SH PAD BLD REV. NO. II SHEET NUMBER DATE REV. NO. AND IS BUILDINGS PRIMARY CONTACT LISA PARTON 334-688-2225 FIELD ISSUES. JOHN SEARCY 334-688-2215 FIELD ISSUES BO BENTLEY 334-688-2716 PD Y ��CENSFA < 58298 2 ^; STATE OF NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS w/a4/12 12600 NW HARBOUR RIDGE BLVD. JEF o4/04/12 PALM CY, FL T.1 CMQ 04/05/12 RICHARD K. DAMS CONSTRUC USE ONLY R CONSTRUCTION 11645104 ABC-1 y 1S T 25,D T r-050, r PR-0501 PC-D50!:) RI-0/01 Po-0401 0 0 z rc EW. O'NM1G i 1 ". OW -, 40'0 OUT TO OUT OF STEEL PRIMARY. FRAMING SHAKEOUT PLAN PERMIT USE ONLY HARBOUR RIDGE T-SHED FUEL/WASH PAD BLDG. E ,; NOT FOR CONSTRUMON NO. REVISIONS IMADEICKTI DATE IMGRI DATE INO.1 fi MON5 MADE CKG DATE -FEN-GRI DATE -I DMWM SVUU& IBLALE. NDNE DATE nAn HARBOUR RIDGE PROPERTY OWNERS AS acnoK oMWN er: ra 04/05/12 12600 NW HARBOUR RIDGE BLVD. I-] FOR PDT11R 0wY 04/05/12 PALM CY, FL AMERICAN BUILDINGS COMPANY [ 04/05/12 RICHARD K. DAVIS CONSTRUC DRAWING. REVNO. CAD By. Ti 04 04 12 1044.02 V, M, NUMBER' 11645104 E-01 G 39'0 OUT TO OUT OF TAVE UNE £ p cI j 4 1 :'S 0 U O l G pCS t� r n lz� y Y y i C m Z . I I; y 0 i♦Pl� lvl N rn a \ p N d I p i 0 2 C N Q m N N N D 9� = 0 n 01 0 O cu A o � 5 Eo m ov CA 0 x p, z �m y 0 ll Ej 0 m W0 om � A�m �O A l'q�0 I A Z 1 ? m 6 2� � -1A 1j z m �� c, W 0 Zm m Z zO C { A A 00 Oo Z i U � / P —L I \ 39'0 OUT TO OUT OF SAVE UNE E 19'E 19'1 19'1 tfi .3 5 I I 5 J WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 WP24-19A. 1/4 WP24-19.4 1/4 WP24-19.4 1/4 .WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 a i' WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 WP24-19.4 1/4 0 m�O O o MOWE if s y oADri N N�gpO Z Sin. c m Z �. Y 'SZfOf�11 • -pI vZt/I D O Z /I Z rZ Aoc '� y1 m O ®tr Om os v 0 c 2 $ETC Z 19'6 1 19'6 J \J \ 39'0 OUT TO Off OF DIRT LINE - r T ENDWALL FRAMING AT FRAME LINE 1 NOTE THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE DIPANSION. r(11)51)2TGR1--2105.30. Vl(l 1.5)21. )FJ2 & (1.5)I-((1)1C-20.0. (6/L-21, (1)FM-1 mml tS)T2S)RSF-1, (IS)FJ2 @ (1.5)YEC-2 T IL k TREa —oL rTCB1R @ TRECR ENDWALL FLASHING AT FRAME LINE 1 ((1)12c6-zo.a� C6 21. MRSA-1 1)12G6-20.0. (BkL-21. (I)RSA-1 �(iSpRt-152 W (1S)RSF-1, (1.5)FJ2 k OMMEC-2 r tS)mf-15.2 W/(iS)RSF-1. (iS)FJ2 k (t5)WC-2 TRW TCB1L h i1iECLl 1 r1 TC91R @ TRECR • 19'6 l9'6 A B C 39'0 OUT TO OUT OF GIRT LINE I F 1 ENDWALL FRAMING AT FRAME LINE 2 ENDWALL FLASHING AT FRAME LINE 2 - NOT THE FFrWING AS DEPICIEU ABOVE IS NOT DESIGNm TO - ACCONNODATE ANY FUTURE DPANSION. PER MR USE ONLY HARBOUR RIDGE T=SHED FUEL/WASH PAD BLDG. E NOT Fog co ONLICTTON NO. REVISIONS MADE CKD I DATE FNGR DATE N0. REVISIONS NADE CKO I DATE ENGR. DATE I DRAMNG SUSMRTAL SCALE: NONE DATE - - STATUS - HARBOUR RIDGE PROPERTY OWNERS AS - � �OONSiRUC m DRAWN BY: TJ 04/05/12 12600 NW HARBOUR RIDGE BLVD. (,) FOR PewIR �Y c,'Zi m BY: JEF O4/05/12 PALM CY, FL AMERICAN BUILDINGS COMPANY [ ] FoR PRLnmaO• DEsww APPD fn: ac 04/05/12 RICHARD K. DAMS CONSTRUC -NUMBER RAWING. - RFVNo• c,.o tir: TJ o4 04 t2 10:44-0t ve- 392 NUMBER' 11645104 E-04 O 0 m rGE-1R r(3)TGf1 W/O)TF0591. (3)= h (3)MI-15.2 GE IL I � SIDEWALL FLASHING LAYOUT AT LINE A Ty\ r1E9553-39.11 1/2P1 /rT `RR-0401 RN-0401J 1 -1 I 30'0 I L5'0 EX- I} EW. O'IWiG 4VO OUT TO OUT OF GIRT UNE I r i SIDEWALL FRAMING PLAN AT LINE A rCE-1R r(3)T_Gfl W/(3WM91. (3)TFSE k (3)Mi-15.2 GE-1Lp I I SIDEWALL FLASHING LAYOUT AT LINE C 5'0 £W. VMNG I\-M 01 RR-0401-� 40'0 OUT TO OUT OF GIRT UNE SIDEWALL FRAMING PLAN AT LINE C PORTAL FRAME SPLICE BOLT TABLE SPLICE OTT SIZE DEPTH Q AT SPLICE 843/4X 2 22 7/4 13'1 1/28X 2 22 3/4 13'1 1/24X JA 2 5 7/8 N/A4X 2 5 7/8 N/A 5'0 EW. olPo G 30'0 40'O OUT TO OUT OF GIRT UNE SIDEWALL FRAMING PLAN AT LINE B rucmn �x vrvu _ HARBOUR RIDGE T—SHED FUEL/WASH PAD BLDG. E NOT'FOR coN;NUCTION ND: REV190NS MADE CN 0 - OATE ENGR - -DATE N0. RENSIONS HARE CK D DATE ENGR GATE ORAW4IG SUaY & SCAT F: NONE DATE sT"^'s HARBOUR RIDGE PROPERTY OWNERS AS m �a� ON DRAwn ar: w 04/05/12 12600 NW HARBOUR RIDGE BLVD. (.) FOR f �y CRECIO:D aft ,IEF 04/OS/12 PALM CY, FL AMERICAN BUILDINGS COMPANY L 1 F as WNW DESM APPD ar cwc 04/05/12 RICHARD K. DAMS CONSTRUC DRAWING. uD R, ra o4 1z 1D:uw vm. 383 NUMBER' 11645104 E-05 0 • C WEB OF RAFTER T EYE BOLT BEVEL WA MICAL CABLE GRIP • COLUMN/RAFTER FLANGES OMITTED FOR CLARITY. , cam cs�.>i��{izsaDltry:��►%avmr�ml ftOil(•liI7QL'9'iftiff6/�iG7.'itl� f®ff ft��iFT..07'�fli7'fiI[�if0'iiflOc.T� l 0OFF,iii►llri�itli.�I� fit)• niT.i)E7/f�7•;ifil7:iL<FF'filwlfiRR3%ila fii�fl�(LT.!fT�it'i'i7ESS'iT.s'asrzt•V:- � fif�i�i[TR�T�ir,33E attlTin 1 i ®fif�nw'EiIR[1 fi©Iw7wi h 'tIr2FLYFai ricanss�rt�r_�r�r•.airsszsssivrssz�� III Is ®ice �i its ft0 xD DUET) Tgdl � IMRD PINd6 IEWYE T16 USE IY fIDDED RKTFR Cllg CABLE ROD BRACE DETAIL BR01 I BOLT REQUIREMENTS FOR SECONDARY FRAMING CONNECTIONS BS01 AA AT RAFTERS AA END BAY EAVE STRUT sNF.n n� n,r yalam6 sH PURUN HR.ewAR:T& m�Ls wen Humulc KEra 91WAfS5 w1x sxw mcLs 1/2 X 1 1/4 A32ST/ 1/2 HVHx Na ANTI -ROLL CUP CL-12 = 8' PURLNS CL-13 = 9 1/2' PURIINS Cl.-14 12' PURUNS l u��•16 RIGID FRAME s>ER Dill 11,004no M SEA Fwmc X•]Adl h) moff evsAix he necV, wawans sxunn wTAx 03Y A°PFOhD NY0 1MR 2' NOTCH Straight purlins ere a necessity. Zee sections have a natural tendency to roll out of plane and deflect horizontally. This must be corrected by forcing the purims into proper plane and spacing. Wood blocking is recommended as one method to accomplish this. Typical construction of wood blocking is shown assays. A 2 x 6 minimum board size should be used. Rotor to the cross section framing drawings Oval accompanied the building to determine the purlin size and spacing. Measure the purlin flange and cut notch in board accordingly. Pud'n Mackin, Before installing the roof Panels end Insulation, be certain that the purlins are straight end at 97 to Ova elope of the roof. Use wood blocking to assist wigs pudin alignment if adjustment is needed. Start with one raw of temporary blocking In the center of the bay. Use additional rows of blocking if needed to maintain straight purlins. As sheeting progresses to within one panel width of the blacking T should hold be purlins in alignment allowing the blocking to be removed. Move blocking to next bay as the erection progresses. PURLIN BLOCKING GE02 AA 4 I. ROOF MAIN 112XI ER(S Q -1/2 % 1 1/4 A325T/ FASTEN R(S (4) REQUIRED NUT I (4) ftE001RED PER EAVE STRUT END CONNECTION 1 (2) 1/2 % 1 1/4 A325T/ 1 2 HV NUT - OR FOR RAIfi > 7/16' - 1 _ • (2) 1/2 X 2 A325T/ 1 2 HNHX NUT ANTI -ROLL CUP CL-12 - 8' PURUNS EAVE STRUT BRACKET RPFTER U- CL-13 9 1 / (FM SIDE) 14 12' PURLIN (SHOP WELDED) PANEL ENDWALL RAFTER CORNER COLUMN SNLTY (TYPE MAY VARY) R xsA¢ gay Awawm ert suTr Pr&cunlor" PRaIFLT'JN Ner1 N, anaL 110Lv Rlf YpUaA SVEIT nI6T. aR ¢slat rev was LOW HIGH SIDE SAVE STRUT CONNECTION (BYPASS GIRTS) RF32R ANTI —ROLL DETAIL UPHILL RF50 ANTI —ROLL DETAIL RF51 ALL RAFTER/COLUMN FLANGE WIDTHS AA RIGID FRAME RAFTER I AA ENOWALL RAFTER LONG SPAN III PANEL BA HARBOUR RIDGE T-SHED FUEL/WASH PAD BLDG. E- NOT FOR CONSTRUCTION 0. REVISIONS MADE CK D DATE . IEINGRI DATE N0. REVISIONS I MADE CK D I DATE ENGR GATE I DRAil SUBNRTAL SCAT EI NONE DATE E PROPERTY OWNERS AS TTA. HARBOUR RIDG. T 1 FOR mNsrtduNwH DRAWN BY. TJ 04/05/12 12600 NW HARBOUR RIDGE BLVD. L 1 FOR AaafloPERMIT CHECKED Ry: JEF a/as/12 PALM CY, FL A6ILRICAN BUILDINGS COMPANY L-1 FOR PERMIT ONLY - w FOR PRF1DldlARY DESIGN 12 BY: CMC D4/os/12 RICHARD K. DAMS CONSTRUC DRAtVING. 11645104 SED-002 REv'No. CAD BY: TJ 04 W 12 16:05:02 Ver. 383 NUMBER' 0 RIDGE BRACE (TYP. THIS CHANNEL LOCATION) pems"ypdy pt; m pm m NOTE: FlELD WELDING REQUIRED, SEE DEFAIL ENFWA- RIDGE BRACE CHANNEL WE RyRtm°a0wx P6a --9.SC14-LENGM STRUCTURAL FASTENER(S) SEE BREI YAA STRUCTURAL FASTENER($ 1/2 % 1 1/4 A3 S E #BRACE CHANNEL (2) 012X1 1/4 (2) /12X1 1/� NUT 1/2 HUH% NUT • (TIP. AT PURUN SPACINGS WTIH 5/B' MIN. EDGE DIST. 5/B" MIN. EDGE DIST. AIDE (2J HT WASHERS PURUN / GIRT (ONE UNDER THE BOLT HEAD • A PffD-ROLL CUPS) AND ONE UNDER THE NUT) • .. ... - WETD LATHE BRACE TO IMF TOP OF 0 I U 9/1 0 THE RAFTER OR DRILL 0 i HOLE AND T WITH NUT • T- 1/210 A32STFRONBOOLT it 1/22NNH • PURUNS BRACE ANGLE SBA1 I . O C> 01 • RAFTER a PORTAL FR JCOLU I CPB-1 CPS-1 FlELD ATTACH I RARER FIELD ATTACH 1 16' L 1 6• FRAME BRACE / / ATTACH —II ENE STIFFENER YBl STRUCTURAL FASTENERS) STRUCTURAL FASTENER(S)) YPL CUTH�t ' / 3/4 X 2 A32ST/ 3/4 (SEE DETAI (2) 812X1 1/4 (2) /12X1 1/4 /�/'� IDES BRACE FEEI BOTH # # # EAVE SIRUP 1/2 % 1 1/4 A325f/ / i IF REOFRAMENRED BY DESIGN AS NOTED ON # RIDGE SPACING 1/2 NUT THE BUILDING ERECTION DRAWINGS REQUIRED) (NO WASH REQUIRED) i TYPICAL BAY 4947E RAPIER OR COLUMN PORTAL F SPACING AND LOCATION AS REQUIRED BY DESIGN. BRACING KEYPLAN BR90 DETAIL AT RIDGE PURLIN BR94A FRAME BRACE BR17 PORTAL FRAME KNEE FRAME BRACE 1 BR22- 8% 9 1/2" h 12' PURUNS W/IHROUGH-FASTENED ROOF BA 12' ZEE PURUN BRACING AA FOR BYPASS PURUNS / GIR15 AA ADDED STRUT PURUN RIGID FRAME RAFTER USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN (IF REO-D) ------'__ OUTSIDE FLANGE PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER THE _________ - THROUGH -FASTENED ROOF ---' II STACKED BUNDLES WTR1 A TARP OR PLASTIC COVER LEAVING. ENOUGH _ _____ II OPENING AT THE BOTTOM FOR AIR TO CIRCUUTE ___________________ ---------------------- YIELD ANGLE BRACE TO THE TOP FLANGE OF 1 1/4' ____-------' _____ _ ___ THE RAFTER OR REMAND DRILL ________________ _________ HOLE 1 T %WTH FROM WEB AND CONNECT NUT 1/B ---- 1/2 0 A325T BOLT with 1/2 HVHX NUT 0 T PIRTAIRYJre - _ __ _ 1%KKE16.9p11D KW13-wFIR - PARS N1Q1 WA9N4 PRFIS. �_________— PORTAL FRAME BRACE PFB_ II FlEFR BEND PER_ MANE BRACE END TABS - AT AT STIFFENER AND RAPIER CONNECTIONS II , ______ u I "• � a STIFFENERRAC Y Y ■ A SIRUcTuRM- FASTENERS) SBA1E ANGLE LONGSPAN III PANELS SHOWN NiCHNECTURN. III AND A \�� ((�� TYP. EACH PURUN U.N. ATTACH P.FB_ TO COLUMN y MULTI RIB SIMILAR. _ STIFFENER Q OR SR2UCNRPI FASTENER(S) 3/4 2 A3 T/ TARP PLASTIC COVER 6" MIN (3) 812X1 1/4 /4 HYN%2NlR USE SPACERS BETWEEN BUNDLES � / v LBLOCK ABODE GROUND PORTAL COLUMN PORTAL BRACKET RIGID FRAME COLUMN TIE DOWN BRACING WITH THROUGH —FASTENED ROOF BR97 PORTAL FRAME KNEE BRACE AT RAFTER FLANGE BR22A PANEL STORAGE _ _ GE51 SECTION."A—A" BA CONNECTION FROM PORTAL STIFFENER TO RAFTER TOP FLANGE AA LONG SPAN III, ARCHTIECTURAL III. AND MULTI -RIB PANELS AA LAP DETAIL P PERMIT USE ONLY HARBOUR RIDGE T—SHED FUEL/WASH PAD BLDG. E NOT FOR CONSTRUCTION N0. REVL40N5 MADE CKD I REVISIONS MADE CKO I DATE JENGRI DATE I DRAWING SUBYRDL STATMs I SCALE. NDNE SATE HARBOUR RIDGE PROPERTY OWNERS AS- 12600 NW HARBOUR RIDGE BLVD. pA�l,( CY, FL RICHARD K. DAMS CONSTRUC AMERICAN BUILDINGS COMPANY. C ]FOR CONSIRUDIION C ] FOR APPROJN. [•7 FOR PERaR ON [ ] Eon PRELI DRAWN BY: Ti 04/05/12 CHECKED W. aET- o4/as/T2 DESIGN APED BY: cuc 04/05/12 _ DRAWING. NUMBER • 11645104 SED-003 REV'NO' 0 CAD BY: TJ 04 W 12 16.K15b4 Va. 38.2. ONG DASHED UNE ALONG WILD LINE GUTTER ELBOW ME-2 DOWNSPOUT TURNOUT DOWNSPOUT (FIELD cur) CURER — ELBOW FOE-2 DOWNSPOUT ` ELBOW FDS-14.4 RIVET FDE-2 qYBLIND t/e RNET DOWNSPOUT RETURN DOWNSPOUT OUTLET DETAIL CT01 DOWNSPOUT DETAILS GTOB AA I AA FLANGE BACK GUGF- TF_ GUTTER TGT1 BUNG RNE (12 REO-D.IPEER UP1 (2) 1/4'ORBBEET� GUTTER LAP BUND RIVET ( ZB RREEEVEL PER LAP) FASTENERS AT GOITER LAP AND ENDCAP :[TSmi=115. GUTTER TGT1 CLIP COVER TRIM ) AT PANTED ROOFS ONLY) CUP COVER TRIM ) AT PANTM ROOFS ONLY) FLANGE BACK GUTTER TGF_ GUTTER CUP CGB- * *PLACED IN FLAT OF PANEL ENSURE ATTACHMENT OF SCREW THROUGH EAVE SUPPORT TRIM. DOWNSPOUT FDS-14.4 Gr5 1/B TUBE BLIND RNET (6) 1/8 RNET RIVET LOCATIONS AT DOWNSPOUT LAP OR ELBOW GT04 AA ROOF PANEL BUNDLE SPREADER BAR (!- GTE OVER RIGID FRAME) — STAY Yfl1 p TE C1FM N lMds DW uavm er Im m[ lammc _ — oe+a. ac mR; ro KTFP xAms wvo rtLrvrAn a Mm1nc Inws _ _ - MAL 'A' RIGID FRAME PURUNS BLOCKING (TO PREVENT PURUNS PACKAGE FROM ROWNG OVER UNDER WEIGHT OF PANEL. PACKAGE) PURUN L`�VUL'`. RAFTER TO FACILITATE THE HANDLING OF THE ROOF PANELS, PANEL BUNDLE CAN BE LIFTED AND PLACED ON THE ROOF IF LOCATED AT A RIGID MANE AND WITH BLOCKING IN PLACE TO PREVENT THE PURUNS MOM ROLLING OVER. DO NOT SLIDE. BUNDLED PANELS ALONG ROOF FRAMING. WHEN LIFTING BUNDLED SHEETS, MAKE CERTAIN THAT THE BUNDLE IS ADEQUATELY SUPPORTED. AS A RULE WHEN UMNG, NO MORE THAN 1/3 OF THE LENGTH OF THE PANEL SHOULD BE LEFT UNSUPPORIEO. REFER TO ERECTION DRAWINGS FOR THE ROOF PANEL MARKINGS AND STAGE BUNDLE ACCORDINGLY. THIS WILL MINIMIZE PANEL HANDLING AND SPEED THE IERECT )N PROCEDURE GUTTER LAP AND GUTTER ENDCAP FASTENER DETAIL GTI17. GUTTER CLIP PLACEMENT DETAIL GT18A PANEL STORAGE ON ROOF RC54 EAVE DOWNSPOUTS _ DOWNSPOUT CUPS (FDC-2) 10- 1 K. FDS-14.4 & 3 PC. FDE-2 2 12' 1 PC. FOS-14.4 & 3 PC. ME-2 2 14' 1 PO. FDS-14.4 & 3 PC. ME-2 3 16' i PC. FDS-14.4 & 3 PC. ME-2 3 18' 1 112 PC. FDS-14.4 & 3 PC. FOE-2 4 20' 1 1 2 PC. FDS-14.4 & 3 PC. FOE-2 4 22' 1 1 2 PG FOS-14.4 & 3 PC. ME-2 4 24' 2 PO. FOS-14.4 & 3 PC. FDE-2 5 26' 2 PO. FDS-14.4 & 3 PC. ME-2 5 28' 2 K. FDS-14.4 & 3 PC. ME-2 6 30' 2 K. FDS-14.4 & 3 PC. FDE-2 6 32' 2 1 2 PC. FDS-1{.4 & 3 PC. FOE-2 6 34' 2 1 2 PC. FDS-14.4 & 3 PC. FOE-2 7 36' 2 1 2 PC. FDS-14.4 & 3 38' 3 PC. MS-14.4 & 3 PC. F13E-2 B 40' 3 M. MS-14.4 & 3 PC. ME-2 I B DOWNSPOUT SCHEDULE AT OPEN SIDEWALL GTO6 AO ROOF AND WALL PANELS - ROOF AND WALL PANELS INCLUDING COLOR COATED. ALUMINUM COATED AND GALVANIZED, PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL UNLOADING AND ERECTION PERSONNEL SHOULD FULLY UNDERSTAND THAT THEE PANELS ARE QUALITY MERCHANDISE WHICH MERIT CAUTIOUS CARE IN HANDLING. UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF SHEETS SHOULD BE LIFTED OFF THE TRUCK WITH EXTREME CARE TAKEN TO INSURE'TAKT NO DAMAGE OCCURS TO ENDS OF THE SHEETS OR TO SIDE RIBS. THE PACKAGES SHOULD BE STORM OFF THE GROUND SUFFICIENTLY-HIGHENOUGH TO ALLOW AIR CIRCULATION UNDERNEATH THE-PACKAGIE -THIS-AWIDS GROUND MOISTURE AND DETERS PEOPLE FROM WMJONG ON THE PACKAGES ONE END OF THE PACKM SHOULD ALWAYS BE ELEVATED ABOVE THE LOWER END TO ENCOURAGE DRAINAGE IN CASE OF PAIN. ALL -METAL. PANES ARE .SUBJECT TO SOME DEGREE TO LOCALIZED DISCOLORATION OR STAN-WHEN WHEN'. HANDLING OR UNCRATNG THE PANES, LIFT, RATHER THAN SLUE, THEM APART. BURRING EDGE MAY SCRATCH THE COATED SURFACE WHEN SHEETS ARE SUD OVER ONE ANOTHER NEVEFt ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. ROUGH AND IMPROPER HANDUNC OF PANE15 IS INEXCUSABLE AND A PRIME EXAMPLE OF POOR JOB SUPERVISION. CAUTION: PANELS ARE SLIPPERY. OIL OR WAX THAT HAS BEEN USED ON THE ROOF AND WALL PANELS FOR PROTECTION AGMNST WEATHER DAMAGE WILL MAKE THEM A VERY SLIPPERY WALKING SURFACE WIPE DRY ANY OIL THAT HAS PUDOLED FROM BUNDLE STORED ON A SLOPE DEW, MOST OR OTHER FORMS' OF MOISTURE GREATLY .INCREASE THE SLIPPERINESS OF THE PANELS. PANEL STORAGE NOTES RC95 I - ,AA HARBOUR RIDGE T—SHED FUEL/WASH PAD BLDG. E ATE I DRAWING SUBMITTA. SGA[i: NONE DATE BrATus HARBOUR RIDGE PROPERTY OWNERS AS [ ] Rat + DRAWNEONEDar: ra 04/05/12 12600 NW HARBOUR RIDGE BLVD. [ 7 FOR IPPROJAL CHBY: JEF 04/05/12 PALM CYO FL [.) FOR PERMIr ONLY - [ )FOR PfELMINIRY DESIGN APPD BY: CNC 04/05/12 RICHARD K. DAMS CONSTRUC .PERMIT USE NOT FOR CT 11645104 SED-004I _ 0 I GUTTER CUP 3'-O OB LAf.ED IN FLAT OF PANE ROOF FASTENEA(S (A 1 ,PER GUTTER �U SEE CHART BELOW EAVE CLOSURE FLASHING BUNG RNET� • TFOS_ 1/8 RNET 2-0' OC 'U' FLASHING Up SUPPORT FLASHING CUP) I TFSE PANEL SUPPORT TRIM y�l VAL FASTENER (A) BE NSFALLED TURRAL FASTENER(S) 1/4 O.C. MAIN FASTENER(S) 21/1' NOTE: RDAEW SAVE TRIM DETAILS IF FLANGE BACK GUTTER IS TO BE STRUCTURAL FASTENER ) I/j' USED AS THIS OPTION CHANGES THE I12X1 1/4 SOHH LOCATION OF THE MASMC. NO' O.C. 1h w (I Im MP w PmaL r�Aa uw RDllm gallon SPAN III PANEL • EMEND FLASHING AND FIELD WORK AS REOUIRED ' ' 1 5/16' MI —LENGTH ROOF TRIM FASTENERS) THE MASTIC . TO CREATE ENDCAPS j14 % 3/4 (9) PER PANEL STRUCTURAL FASTENERS 812XI 1/4' EAVE CLOSURE FVSNINC O' D.C. EAVE SUPPORT FLASHNG • NOTE INSIDE CLOSURES OMITTED FOR CLARITY. EWE STIM STANDARD GUTTER DETAIL AT OPEN SIDEWALL EA01 EAVE SUPPORT FLASHING ATTACHMENT EA70 FASTENER INSTALLATION AT SAVE EA26 AO ARCHITECTURAL III, ARCHITECTURAL V RIB OR LONG SPAN III WALL PANELS AA LONG SPAN III ROOF BA ALL ROOF PANELS ROOF PANEL ROOF FASTENER (A) ROOF FASTENER (B) LONG SPAN IVLOP 14 % 3 4' 12 X 1 1 4'. LOC SEAT/ (LOC 14 % 1' 14 % 1' STANDING SEAM (S2P, 53P) �14 X 1' �'14 % 1' PERMIT USE ONLY HARBOUR RIDGE T—SHED FUEL/WASH PAD BLDG. E NOT .FOR CONSTRUCTION 0. REVISIONS MADE CKD DATE ENGR GATE N—O REVISIONS NAOE CKD MTE ENGR DATE ORAWWG SUBMITTAL SCALE: NONE DATE - STARJS HARBOUR RIDGE PROPERTY OWNERS AS [ 7 FGR croslRlxnoN DRAWN BY. Ta M�/05/12 12600 NW HARBOUR RIDGE BLVD. FOR APPaOVK CHK=D Br: Uff PALM CY, FL AMEANY FDR f'REL1TLPlIRY DE9GN APPD w cuc fiICHARD K. DAMS CONSTRUC DRAWING. NUMBER' 11645104 SED-005 O ROOF TRIM FASTENER(S) /14X- MOTIF • 3' O.D. M 3 4 (UNLESS OTHERWISE NOTED) UPPER ROOFFLASHING `THE NASTC PIECE / LOWER ROOF FLASHING PIECE 'A' BACKUP FLASHING 1 FEN O LE D 'FIELD CUT TO LENGTH *LENGTH REQUIREMENT DETAILS RIDGE/HIP; RC33—A RAKE/HIGH SIDE EAVE. FLOC 2' LAP HOLES MUST BE DRILLED PRIOR TO APPLYING MASTIC. TEMPORARILY LAP PIECE 'B' OVER PIECE 'A'. PRE -DRILL THE REQUIRED NUMBER OF 1/4'9 HOLES THROUGH BOTH 'A' X 'E' PIECES OF ROOF FLASHING BUT NOT BACKUP FLASHING. SJDE PIECE 'B' BACK AND APPLY TAPE MASTIC AND BACKUP FLAHING ON PIECE 'A' AS SHOWN. ^LAP PIECE R' OVER PIECE 'A' BEING CAREFUL TO ALIGN HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS ALONG ROOF CONDITION. SECTION THROUGH ROOF FLASHING LAP RC35AA A V ROOF FASTENERS It 1�16 Tlt Tx�a 1omuvwF xMARA .m. FASIflIDV A'3YA➢Otl-FtlAiF➢ FUIdM rmYYIS AW D}V� 516ii WIXS CWMECTONS /ld) EMP09D caNnlrns ro smucnuc¢ Ctl4VEnIlMS. �1 H2-Ra91Ep PIXa� MpiS /Im IiLuiMIM-xwC N1Q/-fM1Fn NOOR ONLY. ITT vROI W 31i OIdIIWG XIX XEN SflNI SUXnWO SIf W W:C MIX YIA9M1A XFI➢ LLWK HP n �14%ai W91{Nn%114M/419MW a G 1 4.4 �1tAxA 'a PODf G 1/4'4 xvc aanNn Im = 1/16 FF.E NN PN 1NXECTOl4 F.W: m PM'F! CtxLVFC11R15 /Np a1MA FYP(A3L aTAvu1¢ n� wmulan) FAK M0 PI 9LFU^ GNNEC M FU.91MC ro PANE O]MIFLICIIS Y9 011aR FPOSfD FFF{{{TTD11 s1FxT m srtn m11¢CIal6 van m va£r mwlE(:1pXs. uuulmn-mc ALwr-mA1m roors A+o Awumw-arrc ivtnrtn�m ,xw1s mvn. .Vl RE-iW9® fl0'F. S SPECIAL CONOMON FASTENERS �Ctl /,x x 1 1/a 9I R911xG CMM}1 4f6 Irtx MA➢ FASIE N111 N. 1 l/. uwl xn /l.xx1/a ma d WNE N1(i£ AR� RI RRUNS � 6 91Pa FAK RSG At!!01uFM. /Ix xl 1/4 iExa F oRudlc ax9ox 6R8. Nx xF.e FATIFIhQ 41=1 %/4 u.wx xn /19N ,/a NbM4 A9Y(M (SPIl 1TWLL4E5 liEA1FA TW1 a u AVO w To Axo nV]Mowc 1/47 c4ac llgL ATAoawr ro eAa .lams d 12 /u x 1 1/2 fro mr oxwc cuaox s1m xEx xFia FAS1FNFl1 NaM l=l 1 9 uAa1 W. /,xx, /x mrons (ME1 A�r (SIFII 11YIAT'E95 TWI I/4' xX0 W m /xp INL1L.. nXG 1m WE N16F AiFAfIOIEM m BW .YJ6T5. ®pm fMT wAK xn t/e mAT /lox , 1n � rlwnxc w m =L xa l¢w dHIC!➢♦ID' FYFY Me �mw. %IOi gx cnrrnmF¢� 4 STe®sMNtl PANTS m avoP smxilwT. D/v lax Nun souaT 1¢ouvuP) NOTE ALL HEX HEAD S12ES SHALL REQUIRE A 5/16' HID( SOCKET UNLESS NOTED. BASIC PARTS AND PIECES RC61 LONG SPAN ROOF I BA .YA PRFLWIA. w PI¢ ON W XOf vFP nn a9 pF W NOf $Iv OX P/I*vt5 PNa1. I1WAK SRP nX LIME MLY YL10¢D MX FlAi 90EACE PASIFNaS EXMLPLE OP 24-30.0 Y 30'-0' IN LENGTH 24 GAGE (22, 24, 26, h 29 GAGE AVAILABLE) ONG SPAN MISCEUANEOUS FASTENERS OVERLAPPING RIB OU510E (THIS RIB OVERLMS\�%� eRECEEDING PANEL)--��` ` ERECTION OF THE LONG SPAN PANEL REQUIRES THAT THE PROPER DIRECTION OF R5. APPLICATION THE DESIGN OF THE PANEL INCORPORATES A BEARING LEG INTO RS LEADING EDGE / �`�_ ZN1LEG WHICH P THE OVERLAPPING RIB OF THE NEAP PANEL WHICH PROYDES SUPPORT FOR PROPER NESTINGAL ------- J ` THE INSTALLATION OF THE PANELS (SHOWN AT LEFT) PROCEEDS FRON LEFT TO RIGHT. HOWEVER, T) BEARING LEG S DICTATE OTHERWISE, INSTALLATION OF PANELS CAN UNLESS FIELD CIRCUMSTANCES FROM ^ (BEARING LEG GIVES SUPPORT TO SOELAP) OR EITHER LEFT TO RIGHT OR RIGHT TO LEFT AS LONG AS THE OVERLAPPING RIB IS LAPPED OVER LAPPED THE BEARING RIB. DETAIL 'ADETAIL PANEL. MARKING AND SIDELAP DETAILS RC63 SIDELAP DETAIL LONG SPAN BB vrtTr Pucwnx: l¢ ®u AgT0.£n 1¢ uFz NTIaN: m PA¢ec 14E11 vax a ua AffAS LONG SPAN III PANEL TAPE MASTIC (CONTINUOUS AT RI3 OF SIOELAP AND ACROSS PANEL WIDTH TO BE BACKLAPPED) 1/2 TM EAVE FLASHING - CLOSURE BAMAPPING THE PANELS IS ROUTINELY DONE TO MATCH PANEL COVERAGE WITH THE BUILDING LENGTH. THIS IS DONE WITH THE LAST ROOF PANEL INSTALLED. THE PANEL MAY BE BACKLAPPED V OR 2' AS REQUIRED TO COMPLETE PANEL COVERAGE WHEN BAT6APNNG PANELS, MASTIC MUST BE APPUm BENIN THE TWO PANELS AT THE EAVE AND AT PANEL ENDLAPS AS SHOWN ABOVE. PANEL BACKLAPPING _ RC75 LONG SPAN III ROOFS i I BA HARBOUR RIDGE T-SHED FOR CONSTRUCTION DRAWN BY: FOR APPROVAL CHECKED.BY. FOR PERMIT ONLY FOR PREUNINARY DESIGN APPO THE LONG SPAN III ROOF PANELS HAVE BEEN DESIGNED SO THAT BOTH SIDES OF A GABLED BUILDING CAN BE SHEETED SIMULTANEOUSLY. IF THE ROOF OF THE BUILDING IS SYMMETRICAL ABOUT THE RIDGE, THE SHEETING CAN BEGIN AT EITHER ENDWALL HOWEVER. IF THE BUILDING IS NOT SYMMETRICAL ABOUT THE RIDGE OR IF THE BUILDING IS SINGLE SLOPED FROM THE EAVE TO SAVE, THE SHEETING MUST BEGIN AT THE ENDWALL INDICATED ON THE BUILDING ERECTION DRAWINGS SIDEWALL v� ■1111 1■11 ■gin SIDEWALL EAVE PANELS INTERMEDIATE PANELS RIDGE PANELS ALL RIDGE PANELS INTERMEDIATE PANELS EAVE PANELS DIRECTION OF ROOF PANEL ERECTION RC64 LONG SPAN I. ROOFS BA ERECTION 1. ALL. AREAS WHERE MASTIC IS TO BE APPUED SHOULD BE WIPED CLEAN WITH A MILD- DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPUCATION. THIS WILL ENSURE A.GOOD_SEAUNO SURFACE AND IMPROVE WEATHER TIGHTNESS. 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE BE USED TO SECURE THE INSULATION TO THE EAVE THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. ADOMONAL ATTACHMENTS (BY OTHERS) MAY BE REQUIRED. 3. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT. FOR THE MOST WEATHER TIGHT CONNECTION IN ROOF MO WALL AREAS WHERE APPUCABLE 4. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASNE SAWS OR OTHER CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. THESE METHODS WILL DAMAGE THE PAINTED AND G4LV0LUME FINISH AND VOID ANY WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEUCES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. ERECTION NOTES RC91 LONG SPAN BA TOTE HARBOUR RIDGE PROPERTY OWNERS AS 4/os/1212600 NW HARBOUR RIDGE BLVD. 4/Ds/12 PALM CY, FL 4/05/12RICHARD K. DAVIS CONSTRUC PERMIT USE ONLY NOT -FOR CONSTRL 11645104 Pam,0 (7 02r25 ;;e & G .� '� % 1 �y AN AMERICAN BUILDING "Building Success - Through Partnerships" A.B.C. JOB NO. //-G/�5/•Dl SAFETY COMMITMENT, American Buildings Company disclaims any responsibility (oninjormrs or damages which may result Joint the inrerprea6on and implementation of these safety and erection practices since the actual erection operations and conditions are beyond American Buildings Company's control. It is assumed that only experienced, knowledgeable erectors with trained crews and proper equipment will be engaged to do the erection. It is emphasized that American Buildings Company is a manufacturer of metal building components and is not engaged in the erection of its products. Opinions expressed by American Buildings Company about erection practices are intended to present only a guide as to how the components should beassembledto create a building The experience, expertise and skills of the erection crews as well as the equipment available for handling the metal derennions the quality of erasion and the ultimate customer satisfaction of the completed building. American Buildings Company strongly recommends that safe working conditions and accident prevention practices be the top priority on any job site. Local, sure and federal safety and health standards should always befollowed to help insure worker safety. Make certain all employees know the safest and most protI way Of erecting a building. Emergency telephone numbers, location of first aid stations and emer mW procedures should be known to all employees Daily meetings highlighting safety procedure, the use of hard has, rubber sole shoes for roof work, proper equipment for handling material and safety net where possible are recommended erection Practices. American Buildings Company intends that these precautions be interpreted and administered with sound judgment consistent with good safety practices. American Buildings Company has a commitment to manufacture quality building components that an be safely erected. Safe erection practices are the responsibility of the erector and individual employees of the erectors. The erector's supervisory personnel should be certain to both communicate safety practicest0 it employees and enforce proper erection practices. Howeve, the safety commitment and jab site practices of the erector are beyond the control of American Buildings Company AMEMICAN BUILDINGS COMPANY A "U=MM COMPANY YOUR SAFETY AT WORK Correct Taal Usage Make certain the comecttool is available and used forach phase of building erection. Worker should maintain a Firm• safe position when using any toil and a comb nt awareness of their location to the roof edge. Use approved tie sm, nening or ails when working on roof surfaces. Check wire rope for broken stands, broken wire and kinking. Replace damaged, unsafe rape immediately. Personal protection equipmentshould always meet OSHA standards. Alwayswearapprovedeye protection. Electrical tools must be property grounded. Do not use electrical tools or equipment while standing onwetsuraces. Remo tools to their proper place when not in use. _ Don't allow tools, blocking or materials to become a falling hazard. USE THE CORRECT TOOL FOR THE CORRECT JOB Rentenurd Daily meetings highlighting employee safety promfines will reduce the number of employee accidents. YOUR SAFETY AT WORK Ensployee Safety The safety of each employee should be the 'Number I' priority at each job site. American Buildings Company strongly recommends that each employee be properly trained and supervised in safe work practices. If you feel that you have not been properly trained on safety procedures or are not being properly supervised, contact your supervisor. While at work remember: Untrained or unqualified personnel should not be permitted access 0 a roof or the erection site. Work areas should be kept clean and orderly at all times. Improper tool usage may result in injury. Make certain that the correct tool is available and issued for each phase of buildingerection. Return tools when not in use to their proper places. A firm commitment to employee safety is the that step in each successful building erection. DAILY MEETINGS HIGHLIGHTING EMPLOYEE SAFETY Remm berl Daily meetings highlighting employee safety procedure will reduce the number of employee accident. YOUR SAFETY AT WORK SAFETY PRECAUTIONS FOR ROOFING WORK American Buildings Company strongly recommends that erection employees be continuously trained and retrained in safe and productive work practices. Working on the roof area in the installation of roof strunuals,insulation or roof panels requires prayer Iminin& correct equipment and constant alertness to minimize the danger of falls. Hard hat should be wom on job sites to prevent injury from falling objects. Workers should always be aware of their location to the roof edge. Safe work practices on the following erection duties should be carefully reviewed with emotion crews prior to beginning rack job PANEL MAY COLLAPSE IF NOT PROPERLY SECURED Partially attached or unattached panels should never be walked ant Roof panels must be completely attached ro the purlins and to panels on either side before they can be a safe walking surface. Unsecured roofpanels are flexible and cannot be relied upon for bracing, support or stability. Be cautious of strong wind when handling roof panels. DO NOT: 1. Step on rib at edge of panel Y. Step near erase in rib at edge of panel 3. Step on an unsecured petrel Roof panels must never be used se work platforms. A runway as specified in 'OSHA Safety and Health Regulations for the Conswabn IrdusM'should be used for platform wok. YOUR SAFETY AT WORK Moving or Lifting loads Stay well in the clear ofany moving load. KeephandsaMfeetclearatalltimes Workers should be trained to correctly locate the points of able attachment and in the correct and safe operation of lifting equipment. Had hats meeting OSHA standards, steel we shoes with memorial guard and eye protection should be wont at all times. Stay in the clear of any lifted load. Hake mrt in all framing is prapedy bnced or SWed befom lifting lines are removed. STAY WELL IN THE CLFARI Remember) Daily meetings highlighting employee safety procxdues will reduce the number of employee accident. YOUR SAFETY AT WORK PANELS MAY BE SLICK A protective cmtin&dew,frost, or any other moisture may cause panels to be slippery. Wipedown panels before installation or walking on panels. Wear mbbersolewonk boot. When on the roof, use OSHA approved poitMion devices such as safety lines, safety net or a catch platform. UNSECURED PANELS MAY SLIP IF STEPPED ON Employees should be continuously wanted to never step on a single unsecured roof panel or stark of roof panels laying unattached on the purlim. Secure each end of walkboards with clamps at appropriate fasteners and place walkboards in the Bat ofpanels. Wallboards should run to the full length of the Panel and be fastened together by drilling hole neartheend ofeach board andtying itw'nh music the neatbeard. (Cutagrooveinthebottom of each board so that the hoard will lie Rat and not tip had and forth because of the raps). -.9— SAFETYPRECAUTIONS All safety preamtota referred to tNOrgtqul this DuNiation, all OSHA safety requirement Orothm customers, Or SmutOq requirements mural be adhered to N Omer to musicians employee solely. Daily meetings de3Mbing sale work procedure, use of ham ham, rubber sole sln6 for roof wUM• proper equipment for handling materal and edge of roof protection dodoes am recommended erection Practices. YOUR SAFETY AT WORK Moving or Lifting loads Stay well in the clear ofany moving load. Keeyhandsandfeetclearatalldmes. Workers should be rained to correctly [orate the points of cable attachment and in the correct and safe operation of lifting equipment. Hard ham meeting OSHA standards, steel toe shoes with metatarsal guard and eye protection should be worn at all times. Stay in the clear of airy lifted load. Make certain all framing is properly braced or guyed before lifting lines are removed. STAY WELL IN THE CLEAR! Rememberl Daily meetings highlighting employee safety procedures will reduce the number of employee accidents. INTRODUCTION 'American Buildings Company has designed the structural components of your building in accordance with the design criteria specified to American Buildings Company by its customer, the End User and its Design Professionals. Americus is not the Design Professional of Read for me End User or its project. American recommends that the preliminary erection drawings and design cenificatims be reviewed by you with the general mntrector, End User and the End Uses's Design Professionals of record prior to fabrication and erection in order to assure that the End Uses and it Design Professionals are satisfied with the specifications and the design. The costumer, End User and their Design Professionals are responsible for design specifications, load criteria and all related load factors and all essential design specifications affecting design. American will take no pan in the erectionofthebuildingromponents. Proper erection of the building components in accordance with American%erection drawings, erection manuals and details is critical to the building being able to achieve its design specifications The erector, general contractor and all the persons asscawed with the specification, purchase and section of American's building should consult with and comply with the Common Industry Pmaices as set forth in the Metal Building Manufacturers Association Metal Building Systems Manual (2003 Edition) which is applicable to the purchase, design and erection of your preequicered meal building, and by reference is Incorporated into this manual' AMEMICAN BUILDINGS COMPANY AhYIJCOR COMPANY -a GENERAL FOUNDATION NOTES 1. THE METAL BUILDING SUPPLIER ASSUMES NO RESPONSIBILITY ON LIABJURY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSRUCTION. 2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO ME SPEOPIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOBSTE. 3. FOUNDATION MUSTBE DESIGNED FOR THE APPUCAIDE REACTIONS AS THEY APPLY TO A PARTCUWR BUILDING. AND MUST BE ADEQUATE TO RESIST ALL OF ME CRTRCAL COMBINATIONS • FOR EACH OF THE VARIOUS LOADING CONDITIONS THESE REACTIONS AND LOADCOMBINATIONSJUST BE USED TO DETERMINE MEDESIGNLOADS TO BE RESISTED BY THE-FOUNDADONS. 4. REINFORCING EMS, WE MESH, ANCHOR ROD SEEM ANGLES. TIE RODS AND / OR HAIRPINS (HOOK RARE SHOULD BE INCORPORATED AS REQURM INTO THE FOUNDATION DESIGN. THE HORWONTAL THRUST AT ME COLUMN BASE ACTING CONJUNCTION %TR APPLICABLE'VERTICAL ;RMONS, MUST BE SUSTAINED BY HAIRPINS, TIE BOOS, BUTTRESSES, OR OTHER DEPENDABLE MEANS S COLUMN FOOTING SHOULD E)(IENO A MINNUN OF 12 INCHES INTO NATURAL SOIL. OR WHERE PILL IS USED, ME FIl MUST BE PROPERLY COMPACTED OR THE FOOTING SHALL ENTEHO TO ME NAWRI_ GRADE. IN ALL CASES THE FOOMG SNAIL EICENO AT LEAST 6 INCHES BELOW TIE LOCAL MOST UNE L EWANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED W FOUNDATION WALLS AND SAID, AS SPECIFIED BY TIE FOUNDATION CESIGNER • 7. ME TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE LEVEL AND SIJOOM, ANCHOR RODS SHALL BE ACCURATELY SET TO A TOLERANCE 21/16 NCH ON DIMENSIONS WITHIN ME GROUP SPACING FOR AN INDNIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A 21/B INCH TOLERANCE. 8. COLUNN EASE PLATES ARE DESIGNED NOT TO EXCEED ME ALLOWABLE SEWING STRESS OF CONCRETE THAT HAS A. MINIMUM COMPRESSIVE STRENGTH OF 2500 F.B.I. AT M DAYS. 9. UNLESS EXPLICITLY NOTED OTHERWISE, ALL EMBEDDED STRUCTURAL STEP- (INCL.UOING ANCHOR RODS). OTHER MATERIALS, AND LABOR SHILL BE SUPPLIED BY THE FOUNDATION CONTACTOR ' 10. ANCHOR ROM SHOULD BE AS SHOWN AND CALLED FOR INCLUDING PROJECTION FROM CONCRETE, OWAETER AND OUAN111Y. 11. TIE EMBEDMENT OF ME ANCHOR RODS IN TIE CONCRET AND CONFIRMING AMOWCY OF ANCHOR ROD EDGE DISTANCE IS TIE PESPONSRINY OF TIE FOUNDATION DESIGNER THE FRAME REACTIONS ARE CONSIDERED TIE MINIMUM LOADS TO BE DEVELOPED. 12. ALL ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 OR EQUAL. N ORDER TO CONFORM TO TIE METAL BUILDING SUPPLIER'S DESIGN ASSUMPTIONS BASED ON ME ALLOWABLE STRESSES GIVEN IN.. ME NBC. MANUAL OF S EEL CONSTRUCTION. 13. ANCHOR ROD DIAMETERS FOR THE PRIMARY FRAMING AND ENOWALL FRAMING ARE DENOTED AT RESPECIEW BASE PLATE DETAILS OR ON ME ANCHOR BOLT PLAN. ANCHOR RODS FOR FRAMED OPENINGS SRAU. BE 1/2 INCH DIANETED UNLESS OTRERWISE NOTED. BASIC MATERIAL SPECIFICATIONS PRIMARY FRM1,,;� ING STEEL SIDE. FOR MILL -ROLLED STRUCTURLL SECTIONS 91ALL CONFORM TO ME REQUIREMENTS OF ASTIJ A 3E ASIM A 572 GRADE EO M 55, OR ASAP A 992 STEEL FOR ALL BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF ME FOLLOWING: A ASM A WEE SE GRADE 55 B. ASM A 1011 HSLAS, GRADE 55. CUSS 1 • C. ASTN A 572 GRADE 55 D. ASAP A 529 GRADE 55 STEEL FOR ENDWALL 'C' SECTIONS SHALL CONFORM TO ASTM A 1011 BE, GRADE 55, OR HSIAS. GRADE 55, CLASS I. STEEL FOR ROUND PIPE SECTIONS SHALL CONFORM TO ASM A EDO GRACE B, 42 M. `#SECONGew FRAMING _ _ SEE. USED TO FORM PURLINS, GIRTS, EAVE STRUTS AND 'C' SECTIONS SHALL CONFORM TO ASM A1011 SS, GRADE 55, OR HSIAS GRADE 55. CLASS 1, OR F GAVANIZEO: SHALL CONFORM TO ASM A653 SS, GRADE 55, C90 OR HSLAS. GRADE 55, CLASS 1, 00. RMF MD WALL PANEL MATERIAL EXTEWOR PANELS SNAIL CONFORM TO ONE OF ME FOLLOWING PANEL. MATERIAL SHALL BE ALUMINUM-2111C NLOY-00ATED S1EEL CONFORMING TO ME REQUIREMENTS OF ASIN A 792 SS, GRADE 80. MATERIAL MAY BEEITHER26 OR 24 GAGE ' PANEL MATERIAL SHALL BE ALUMINUM -ZINC STD. CONFORMING TO ME REQUIREMENTS OF ASIM A 792 SS, GRADE 50. CUSS 1. MATERW. MAY BE EITHER 24 OR 22 GAGE - PANEL MATERIAL SHALL. BE ZNC-COATED LWLV%N=T STEEL COATIM NG DESIGNATION G90, CONFORMING TO ME REQUIREMENTS OF ASA 653 BE, GRADE W. CRASS 1 OR CLASS 2, OR HSLAS, GRADE SO. MATERIAL MAY BE ETHER 26 R 24 GAGE PANEL MATERIAL SHAL BE ZINC -CRATED (GALVANIZm) STEEL., COATING DESIGNATION G90, CONFORMING TO ME REQUIREMENTS OF ASAP A 653 SS, GRADE SQ CLASS 1 OR CLASS 3, MATERW. MAY BE EITHER 24 OR 22 GAGE BRACE CABLES ASIM A 475, 7-STRAND MIS WE CABLE BC4-1/4' DIA(7mm) ECS-5/I6' DA(Bmm) BC6-3/8' DIA.(10mm) SCS-1/2' DIAL(13mm) BRACE RODS: ASM A 57Z ED NSI (UPSET THREADS) BR55/8' DA(l fimm) 06-3/4' DIA(20mm) SIR7-7/8' DIA(23mm) BR8-I' DIA(26mm) OR ASM A 529, ED.KS (CUT THREADS) BIB -1 1/8' DR.(29mm) BRIO-1 1/4TAA(32 ,n) BR11-1 3/8' DIA.(35nun) ER12-1 1/2' DK39mm) . SIFDCRIP.LL PRINE2 NOTE 'SHOP COAT PRIMER -IS -INTENDED TO -PROTECT ME-S1EEL FRAMING WRING-1RANSPoRTATION-TO ME JMEITE MD -FOR NOT MORE THAN 45 DAYS FROM ME APPLICATION: STORAGE N EXTREME COLD TENPEMMRES OR WEER SNOW CONDITIONS, INCLUDING TRANSPMTATION ON SATED OR CHEMICALLY TREATED ROADS WLL ADVERSELY AFFECT ME DURABILITY AND LONGEMY OF THE PRIMER. ME COAT OF SHOP PRIMER DOES NOT PROMM ME UNIFORMITY OF APPEARANCE OR ME DURABILITY AND CORROSION RESISTANCE OF A FIELD APPLIED FINISH COAT OF PANT OVER A SHOP PRIER .MINOR ABRASIONS TO ME SHOP COAT PRIMER CAUSED BY HANDLING, LOADING, SAPPING, UNLOADING AND ERECTION ARE UNAVOIDABLE AND ARE NOT ME RESPONSBIUTY OF ME METAL BUILDING SUPPLIER ABC IS NOT RESPONSIBLE FOR THE DETERIORATION OF ME PRIMER OR CORROSION THAT MAY RESULT FROM NEITHER ATMOSPHERIC AND ENVIRONMENTAL CONDITIONS NOR ME COMPATIBILITY OF ME PRIMER TO ANY FIELD APPLIED COATING. - 'AS A MINIMUM AND SECONDARY TO MORE STRENUOUS JOB SPECIFIC REQUIREMENT, PROJECTS LOCATED IN CANADA MUST BE ERECTED %THIN TOLERANCES AS DEFINED IN SECTION 29.7 OF SPECIFICATION S16.01 AND.PRGJECIS IN TIMER LOCATIONS MUST BE ERECTED WITHIN TOLERANCES AS DEFINED IN ME LATEST EDITION OF ME METAL BUILDING SYSTEMS MANUAL, PUBLISHED BY ME MBMA' CONSTRLiCTION EF CAMP HIM TEMPORARY SUPPORB, SUCH AS TEMPORARY GUYS, BRACES, FALSEWORK. MEETING OR OTHER ELEMENTS REQURED FOR ME ERECTION OPEM71ON IS TO BE DETERMINED, FURNSHED AND INSTALLED BY THE ERECTOR THESE SUPPORTS MUST SECURE ME STEEL. FRAMING. OR ANY PARRY ASSEMBLED SEE. FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR MON ME STRICTURE WAS DESIGNED RESULTING FROM WIND AND OR SEISMIC ACTIVITY AND AGAINST THE LOADS RESULTING FROM ME ERECTION OPERATION. If CERTIFICATION AND SCHEDULE OF DRAWINGS THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY FOR THE REFERENCED BUIIDUIG HAVE BEEN DESIGNED IN OUR OFFICE MR FABRICATION IN OUR EUFAUfA, Al. PLANT. IN mADDI� 10 THE DEAD LOAD (0) of THE BUILDING COMPONENTS, THE MEMBERS AE DESIGNED ON THE FOLLOWING DGN SHEET NUMBER - DATE COLLATERAL LOAD (C) Oil 5' per On Su�pporrUng Framn ABC-1 04/0J/I -ABC-2 04/03/1 HOOF LIVE LOAD Lr ( 20 p5 an Root �.m With Reduction On Supporting Flamm As Permitted By Code WIND LOAD (W) High VV.IccftyreHurrica . Zone - No (0. not In Oada ar Brc� county) I'VVtm mph Basin at a speed }sec urlc9euusR; gMess m B Endazura Cla fieation - Enclosed BWldu�igs latamal Pressor. Ca ffitlanb - +0.18 a -O.18 %nd ImppoodaM Factor - 1.0 . - -, Doign Pressure for Wall Components and Cladding - +32.27 per and -43.03 paI Oomification at Building - IL All building. and other shucWree except those 6.ted in Categadm I, 111. and N AS-1 O4/03/l AB-2 64/03/1 AB-3 04/03/1 - E-01 - - - ' 04/03/1 E-02 04/m/1 BE E-04 04/O3/12 ,Lax E-OS 0!/03/12 AMERICAN BUILDINGS COMPANY SERVICEABILDY STANDARDS (2006 MBMA UANUAL CRITERIA) WLL BE USED FOR DESIGN AND FABRICATION OF YOUR ORDER THE ABOVE DESIGN LOADS ARE APPLIED IN ACCORDANCE WTH THE 2007 FLORIDA BOLDING CODE THE DESIGN IS IN GENERA. ACCORDANCE WITH 2O05 AISC 360-05 SPECIFICATION FOR STRUCTURAL STET]. BUILDINGS AND 2004 AS] NASPEC MOM AMERICAN COLD -FORMED STEEL SPECJFICATOR PMIX 1. FLORIDA DUCT APPROVAL FOR ROOFING (1`1.704-R2 AND FL4813-RI). SKYLIGHTS (R6961-RI AND IMM-111), AND PANEL WALLS (FL705-112). THIS PROJECT IS DESIGNED AS AN ENCLOSED BUILDING ACCESSORIES SDOORS, WINDOWS, ETG) BY TIMERS MUST BE DESIGNED AS COMPONENTS AND CLAWING' IN ACCORDANCE TO SPECIFIC WIND PRONSIONS OF ME BEFI]EtICm BUILDING CODE MI. -'.A. BROCK ARCHITECTS, INS ; Approved ;I H 4� '1 ;�rl e:; Appproved As Corrected .II. ,� Rewseand ResubmR 1 NotApproved .ALAI. -... 1EYI W ONLYFOR CONFORMIWCEI►1 IMI)EIM " T N;Ir•.. , IM PiDJECT AND COMPLIANCE WTH THE lFORWTR)N GM1'EN M u: .. ATE CONTRACT DOCUMENTS THE CONTRACTOR IB RESPONSIBLE r... FOR DIMENSIONS AND QUANTITIES TO BE CONFIRMED AND H' CORRHATEO AT THE SITE; FOR INFORMATION THAT PERTAINS i.. BOIELY TO THE FABRICATION PROCESSES OR TO THE MEANS, WTHODS, TECHNIQUES, SEQUENCES AND PROCEDU N• II. CTRLCDON, AND RCO OF THE P EQUIPMENT STORAGE BUILDING C SCALE: FOR I DAWN BY: FOR MPRWIL ;NECKED BY: FOR PE mir ONLY FOR PRELIMINARY I DESIGN AM REV. No. SHEET NUMBER 0 SED-016 0 0 . U 0 0 c 0 DATE 04/03/12 17aY/EELR E-UJ 1 04/03/12 1 0 E-0B 04/03/12 0 .E-09 04/03/12 0 E-10 04/03/12 0 SE0-001 04/03/12 0 SEO'G02 04/03/12 0 5ID-004 04/O7/12, 0 - BED-= 04/03/12 0 SED-006 04/03/12, 0 SED-007 04/03/12 0 SED-W8 04/03/12 0 SED-OD9 04/03/12 0 SED-010 04/03/12 0 SED-011 04/03/12 - 0 SED-012 04/03/12 0 SED-013 04/03/12 0 SFD-014 04/03/12 0 Sm-015 04/M/12 0 AND IS BUILDINGS -PRIMARY --CONTACT LISA PARTON 334-688=2225 FIELD ISSUES JOHN SEARCY 334-688-2215 FIELD ISSUES BO BENTLEY 334-688-2716 L� 58298 STATE OF NONE DATE .,,'N1IRIDDMn,.. HARBO R RID PROPERTY OWNERS AS JEF DAL/oJ/12 12600 BOUR RIDGE BLVD. TJ 04/04/12 PALM Cy, FL BY: CMC D4/04/12 RICHARD K. DAVIS CONSTRUCTION PERMIT USE ONLY NOT FOR CONSTRUCTION 11645101 ABC-1 min.^.__ 2(• _"�\. 2G�un !^ U5 !:mac ai:Gf El;.c?:=' l4J :1-i t^L_� i."=:.s1L`-' r+:! CC3 .Dl, -•__:? C.9 G,;N.L::F7 !C is CCZh'.�":•ZJ :.'� Cti' ::CL 1: T &< !$i_ .Y.'.. •••o7.AC°1:L91^rL=^34i:'UE:'; r. f��."(F^1t..:yyli3£Ge"=SCJ.Gt3iC1t _ !I V(Ce vJJiTiI:� 4',. N:iO!ufF:C y2 �Ci!SGi� .+. Lr• 4- • ROOF PANELS WALK DOORS ROOF REPENT PRODUCT REVISIONS TYPE L3P GAGE-2€ COLOR ACT OTY SIZE TYPE RIVING LOCKSET CLOSER COLOR LINER TRIM LINER TRW CURB FRe_uluG SDDIMENSION FS ARE INSIDE TO INSIDE CURB AS UNDERSTOOD BY THE METAL BUILDING SUPPUMUNE FOLLOWING NOTES WY OR WY NOT PERTAIN TO THIS COLOR DO NOT PURUNS FOR CURB FRAMING UNLESS RELEASED BY A CERODED DESIGN ENGINEER. SPECIFIC JOB BUT ARE NOTEWORINY PRODUCT CHANGES. • PANT W.ARRA Y:lOL_ WEATHERRCHTNESS WARRANTI':NO_ 3070 6070 JIG YES OUT MA%IMUM LOAD FOR STANDARD ROOF CURB FRAMING IS 30000. _ _ _S _NL _NO _ _YES --NO THE NAGNTNOE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURBS MUST BE 1. THINK SAFETY UL 90 CERIe CATON• NO — _ 3070 _ 6070 _S _DAL _HG _YES _NO _ _YES —NO CLEARLY SPECIFIED IN THE ORDER DOCUMENTS. FACTORY YlIR1I1 CERTIFICATION' NO _ W70 _ W70 _S _1NL JIG _YES JNO _ _YES —NO OTT' WIDTH LENGTH SLOPED AT RIDGE ' _ 3070 _ 6070' _S _NL JNG _YES _NO YES —NO — WAI1 PANELS ME. 13P_ GAGE -,a COLORSUBGP70 RkWiLM-20 FRAMED OPENINGS ROOF CURBS ' PANT WARRANTY, NO 0TY YAM HEIGHT SILL HEIGHT FR WRAP TRIM LINER TPoN LINER TRIM OTY DUISIDE mm OUTSIDE LENGTH YIN. HT. GALE COLOR COLOR 8' 18 — —YES —NO YES _NO _ is EAVE TREATMENT _YEs _No _YE5 —NO X STANDARD CUTTER W/ DOWNSPOUTS 25A_ FT O.C. (MAX) —YES Ji0 _YES _NO SKYLIGHTS / WALL LIGHTS \ FLANGE BMX GUTTER W/ DOWNSPOUTS _ FT O.C. (W)() _YES _NO _YES —NO TRANSLUCENT SKYLIGHTS DIY:_ SIZE TfiD1_ SIMPLE EAVE TRIM —YES —NO YES _NO TRANSLUCENT 4' 5' WALL LIGHTS QTY_ - oauDu: EVvE TRW —YES —N0 YES --NO ICE AND SHOW TREATMENT —YES —NO —YES —NO FACADE ' ' —YES —NO _YTS _NO G.E.AR CORNER ME VETTT OR SLOPED HEIGHT LENGTH PROJECTION UNDER FACADE UNIT TRIM COLORS —YE` NO _YES --NO - YES —NO YES _NO - RAKE TRIM: -NEGWM GUTTER./ EAVE: REGWR70 • DOWNSPO TS ffME D FRAMED OPETUNGS- SUEGP70 FACIA PANEL TYPE : CAME — COLOR: TRIM COLOR. - CORNER: - SUSGPJQ BASE TRIM: -BBSL WNDO SOFFIT PANEL TYPE: _ GAGE — COLOR: - TRIM COLOR-- - - SELF-FLA9MMG THERW-PANE GLASS, BURNISH SLATE - MISCEI3AHEOUS: - 1-0- BACK PANEL TYPE : CLAM ACOLOR: TRIM C0R- OTY WIDTH HEIGHT TRIM LINER TRIM �+ .LINER - PRIMER COLOR _ —YES _N0 CANOPIES .PPoNMY- aFn SECONDARI` BED _YES _NO SOFFIT SOFFIT OTY EW SW SLOPE PROJECTION LENGTH UNDER BEAM PANEL ME COLOR ROOF FASTENERS — — —YES YNO SMNGNC. SEAL 0 —YES NO A. 1 SELF DRILL HE)(HEAD 14-% • B 314 % 1 SELF DRILL HEX HEAD W/ WASHER YTS —NO EAVE mm mm COLOR DOWNSPOIR ELBOWS ONLY: DOWNSPOUT RETURN: STANDING III A. //SEAL B. %14 % 1 SELF DRILL HEX HEAD W/ WASHER LQSlL�B.SOVERHANGS LONG SPAN W WERE ADJUSTABLE W/ BOiO SCREEN OTY PRO.IECIION LENGTH SOFFR TYPE COLOR A //71 % 1 1/4 SELF DRILL HEX HEAD W/ WASHER B /14 X 3/4 SF1F DPoLL MIX 1♦EM W/ WASHER OTY WJRH HEIGNT lA'tA TRW LINER TRW COLOR _YES _NO SW — SW — LOC SEMI A //14 % 1 SERF' DRILL FLEX HEAD. W/ WASHER - DOWNSPOUT ELBOWS ONLY: DOWNSPOUT RETURN: B/14 X 1 SELF DPoLL HEX HEIR W/ WASHER —YES YNO WALL FASTENERS YES —NO - EW — - LONG SPIN I0. "vn--. eHRFmRAi= III YEB —NO — A. X 1 1/4'SELF DRILL HEY HEAD - $/12 EL /14 X 3/4 SPIF, DRILL HEX HEAD —YES No PARTITIONS - OTY mm LENGTH HEIGHT PANEL TYPE CAGE COLOR SHADOW PANEL LINER PANELS A. $12 X 1 SELF DRILL HE% HEAD W/ NUT BLANK LINER TRIM (CAP INCWDED EL14 % 3/4 SELF DFULL HE% HEM LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR CORNER TRIN COLUMN TIN TRIM COLOR TRIM FASTENERS —YES —NO —YES ENO ALL FASTENERS ARE #14 • 3/4 SELF GRILL YES --NO _YES —NO —YES --NO YES NO , FASTENER NOTE A - SHEERNG/FI.ASHING TO STRUCTURALCONNECTIONS•.— ' —NO YES YNO B - SHEETING/FLASHING TO SHEEDNG/FlASHING CONNECTIONS ROUND 20' THROAT WHITE VENTILATORS _ QUANTITY _ RIDGE MOUNTED _ SLOPE MOUNTED SPECIAL NOTES - INSULATON TW THE A. BY METAL RI NONE OIIffRS SUPPLIER T TNCN WIO111 FACE COLOR ROOF X — _ — 9' X 10' RIDGE VENTILATORS WADS X _ — _.CTY AT 10' SECTIONS __ UNEM FEET CONTINUOUS RIGID BOARD_- ROOF_ WALLS BEATING PLAN - THERMAL_ FLOW— BY O1lIERe.. JARS ROOFCTY TYPE MISCELLANEOUS I AN MATERIAL BY ME METAL BUILDING SUPROh. —(I- TRICK ONLY) DK-3 1/4- - 4' DIAMETER SPACER SITUP :_- (FOR LOC SEAM WITHOUT INSULATION) OK-5 4' - 7' DIAMETER - - - DK-8 7' - 13' DIAMETER PERMIT USE ONLY r NOT FOR CONSTRUCTION NO. REVISIONS I MADE CKD I DATE JENGRI DATE I NO.1 REVISIONS MADE CKD I DATE JENGRI DATE I DRAWING SUBMTITM STANS SCALE NONE DATE I HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [ FOR AP%NOYM [•) FOR PERMIT ONLY [ ] FOR PIREUYINUR/ DRAWN BY: JEF 04/03/12 CHECKED BY: TJ 04 04 12 / / oBSICN ArPo En: cuc 04/04/12 DRAWING. NUMBER' 11645101 ABC-2 REVNO. 0 TiTJ CAD BY.4 w 12 06:43ae Var. 3e.7 f 0 Y BP06-1 • m 0 1L N BPO6-/ U 711 J " W O 40 • o o n O N m , O 0 m BPO6-A m 11} f 1 ' � N E 0 BP06-A .' I r PoRTA1 FRNIE 0^ I -XI 0 F PORTAL FAANE - 1 Io BPO7-A _---_ 0PO4-A I BM -A _—_—_ Is -A I 1 1 m c 0 m 6 m O n LL 6 m LIO nl m I 10} 23'7 10} f0} 23'3 = I 1 I m I I Y 1 1 Y 1 I I n m I `Y•' 1 'Y•' I `4'• 1 'Y•' 0 1 1 1 < 1 < 1 a l a l m I m 1 1 1 1 1 < I < I o f a l m 1 m 1 1 1 1 1 1 1 1 I 1 1 1 I I I 1 1 lo} z7'3 to} 1 I tD} 23.7 101 nl 8 I m 6 m 6 m BP11-A BP12- Al 1 m 6 SP11-A BP12-A m 0 1 •^I I LPORAL FRAME ?I ^.I I LPORrm. FRANE Vo 2t'0 25.0 25'o 25'0 1 2 7 4 125'0 OUT TO OUT OF SIEPL r ANCHOR BOLT PLAN EQUIPMENT STORAGE BUILDING C NOTE 1. FIN. FL ELEV. = 100'-0" 2. B.O.B.P. = BOTTOM OF BASE PLATES. 3. B.O.B.P. OF ALL BASE PLATES = 100'-0' EXCEPT AS NOTED. e BPoB-A 112 m if f o N fY BPo A 11} U O w O n ? U O N O O � o 0 BPOB-A 11} m 5 CCC N BPOB-A 1121 W -nI 24'0 - - "blA "" scALE NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS [•] FOR aranm'aR°" DRAwM ar: JEF 1z 12600 NW HARBOUR RIDGE BLVD. [ ]FOR APB [ ] FOR PBZtIR NLLY CHEC1O71 er: TJ 04/04/12 PALM CY, FL AMERICAN BUILDINGS COMPANY L I FOR -PReW4N DESM APPO I1r: CMc 04/04/12 RICHARD K. DAVIS CONSTRUC REVNO. DRAWING. 11645101 AB-1 CAD Sr. CMC 04 02 12 1'r.37:35 W, 78.1 NUMBER' 0 REACTION SCHEMATICS \/ \/ u1 � 12 F E D C B A nr \/ \/ HZ t F E D C B A Ir LOADING FRAME. LIRE I FA EB D.0 CONDITION V (Mips) V (Mips) Ht (kips) H2 (Yips) V (Mips) Hl (Win) H2 (Wps) D. +03 +0.8 NA NA +0.9 NA NA C +03 +12 NA NA +1.4 NA NA -0.1 -03 -0.3 L to to NA NA , to ' NA M +1.6 +5.0 +6.2 -23 -85 -1.3 -2] -10.7' -1.3 -3.6 W to. to to - to to to to +0.1 +0.9 +1.3 +25 +0.9 1 +1.3 +33 HI : horizontal force in the r Tine of frame H2 v harizonval force perpen ciilar to the pane of frame NOTE: THE FRAMING AT THIS ENDWALL UNE IS NOT DESIGNED T0. ACCOMMODATE FUTRE ADDITION&' REACTIONS CORRESPDNDWG' TO THISFRAVE LINE REFLECT_ LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT INTENDED TO INCLUDE'AHY FUTURE MODIFICATIONS UNLESS EXPLICITLY NOTED OTHERWISE LOADING FRAME LINE 6 CONDITION. FA EB . D C V Imps) V (ape)( H1 H2. (Mips) V (raps) H1 (raps) H2 (Mips) D +03 +0.8 NA NA +0.9 HA NA C +03 +13 NA NA +1.4 NA NA -0.1 -03 -U3 L to to NA NA to NA NA +1.6 +5.0 +62 -2.3 -8.8 -1.3 -25 -10.7 -1.3 -32 W to to to to to to to +04 +0.9 +13 +2.7 +0.9 +13 +3.6 Ht : horizontal force in Die plane of Hama H2 horizontal force pewifictilor to tit.plorw of frame NOTE THE FRAMING AT THIS ENDWALL ME IS NOT DESIGNED'TO ACCOYNODATE FUTURE ADDMCN5. REACTIONS CORREBYONOQiG TO THIS FRAME LINE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND.ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS .UNLESS E3IPUCITLY NOTED OTHERWISE u1f� Hty ) HZF C's A V LOADING CONDITION FRA1lE ONES. 2-5 _ _ p .. . C.5 - A V (Hp.) H1 (raps) V I (WPe) V (Mips) HI (NPs) D +1.9 +0.8 +4.L +1.9 -0.8 C +2.7 +12 +5.9 +2.7 -1.3 L -03 to +6.6. +3.0 +14.3 -03 to +6.6 -3.0 W -14.4 -6.7 -W.7 Hi floNontal 1. in me lone of frame H2 horizantel force psfpe ctilar to the plane of frame EQUIPMENT STORAGE BUILDING C [e3 FOR CY96TR11CIION C ] FOR APPROVAL [ ] FOR PEfair ONLY [ ] FOR FR ELauNFRr 7a Zq PORTAL FRAME Y1 H1 v� Z� 2 H3 V 4 8 COLU F. BAYS 2-3. 4-5 LOADING COLUNE A. BATS 2-3. {-5 2 s 4 1 a s s CONDITION V (rape) H1 IHpe) V (Hp.) H1 (Hp.) D +0.4 KA +0.4 NA -15 -1.6 -1.5 -1.6 IN b +1.5 o +1.6 to +15 to 1 +1.6 H1 : hodZentel force in the pwne of fame H2 v horizontal force peipenlicVlar to the plane of fame NONE*D�ATEHARBOUR RIDGE PROPERTY OWNERS AS f 12600 NW' HARBOUR RIDGE BLVD. T3 PALM CY, FL r. wRICHARD K. DAVIS CONSTRUC 11645101 AB-2 GI i1Z m I •- ri n °D r ' 3/4•AB 6 BP01-A 378 PLATE l i n BP06-A 378 PLATE B urvt- 1'0 BP09-A 378 PLATE I :p ER CIIDN NO'ITHI - - ALL ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED) ABOVE THE BOTTOM OF THE COLUMN BASE PLATES, EXCEPT 1/2 INCH - OMMETER BOLTS LOCATED AT DOORS WHICH SHALL HAVE PROJECTION I'D OF 1 INCH. ALL BOLTS SHALL HAVE A MMYUY THREAD LENGTH OF 1/4 INCH LESS THAN THE PROJEDDN. THE PROJECDONS SPE ED PROVIDE FOR A GIRT LINEn GIRT LINE1 GIRT LINE-V LINNET SINGLE WN OF ONE 3/16 INCH WASNER�AAND ONE HEW PLATE HEX NUTESS . IN INSTALLED POSITION. THE 11 11 OF THE ANCHOR BOLT u BE RUSH WRH OR ABOVE THE TOP m I r D-n -ry I I m I OF THEUSf OF THE NUT. .. ^n o o rn ADDITIONAL PROJECTOR LENGTH CONSIDERTE ED .REVELED WASHERS. LEVEEING DOUBLE NUTS. HER FOR ITEMSPLATES, ETC. THACH TMAYBE SPECIFIEDBYOTHERS. PROJECTING THREADS. S140UM BE GREASED OR OTHE_RMSE PROTECT n ,FfiOu .CORROSION. . n 3/4-AB iZ 1Z 1�.._ �: 13� 3 4z n 42 3 3Z .1, 7 3/4IB 11 2 11 2 '1 R . 6 1 2 � 6 BP02-A BP03-A BP04-A BP05-A 1 2 PLATE 172 PLATE 172 PLATE 3 S PLATE 3/4-AB CL FRAME BP07-A 1 2 PLATE 6 12 12 3/47AS Y n I m .- GIRT L1NE BP10-A 172 PLATE BP 1 1-A 172 PLATE BASE PLATE DETAILS GIRT LINE BP12-A 172 PLATE EQUIPMENT STORAGE BUILDING Q 112 GLIRT II� n 6 3 32' 8 m - r I 1�Df I BP08-A 378 PLATE 6 12 1212 3/rAB N n m M } I m. I GL 1'0 -m BP13-A 3 8 PLATE s'"T15 lHARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC AMERICAN BUILDINGS COMPANY - [•) FOR cONSTRL1cnoN C ] FOi �wPRweL ()FOR PERYI amx [ ] f-0R PPEIANIMYI DRAWN BY+ JEF a4/03/12 a�acED �., TJ 04/O4/12 DESIGN APPD BY-.1 CYC 04/04/12 DRAWING. NUMBER' 11645101 AB-3 REV.NO. p m Br cuc a 02 12 14:43:16 - -A I r---------------- I I EC-SO02 I I Y i O j w EI-0101A , I o r I I I I I I O I I I EI-0702A I I I I o I r o O m a r I 5 I o I e a ? I I I EI-0103A I - O �Ji I I 25.0 25'0 3 4 125'0 OUf TO OUf OF SIM PRIMARY FRAMING SHAKEOUT PLAN EQUIPMENT STORAGE BUILDING Q 25'0 f O N - wwe unu unit u unit I uxnwuu �UMI .r. nAT15 I S�.e1 C. NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS [-] FOR mnstRa:nONI DRAWN BY. JEF 04/U3/12 12600 NW HARBOUR RIDGE BLVD. C M FOR PEAIR aNx C•] R CHECKED er: TJ a/as/12 PALM CY, FL AMERICAN BUILDINGS COMPANY C 1 ua>zr DEsicN APRD Bv: cut 04/04/12 RICHARD K. DAMCONSTRUC DRAWING.S 11645101 E-01 REVNo. CO➢ BY: TJ W 03 t2 OB:J5:12 Vm. 35.2 NUMBER' 0 qHF G SPLICE BOLT TABLE SIZE DEPTH CLEAR AT �2 X 1 1/4 7 7/8 10'8 A 3/4 X 2 7 7/8 1P: 3/4 X 2 7 7/8 12'4 1 3/4 X 2 7 7/8 1 V" l2 X 1 1/4 7 7/8 10.8 3, e2 X 1 1/4 lb 11'3 1 e2 X 2 1'D 171 15'9 f— n 3 O 1'9(+— 1/16) O tV Y 8 77 1'3?1 1 12'8: TO Cl- OF COLUMN 12 i 45'0 jg 20'0 TO CL OF COLUMN 45'0 TO FUDGE 22'O TO CL OF COLUMN v�v 90'0 OUT TO OUT OF GIRT LINE COLUMN & BEAM CROSS SECTION AT FL. 1 NOTE THE FRAWNG AS DEPICTED MOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUNIFE EXPANSION. 28'0 12 —1i 45'0 I$ 20'0 TO CL OF COLUMN 45'0 TO RIDGE O Y 79111 8 TO CL OF COLUMN 1 11'31 EQUIPMENT STORAGE BUILDING C PERMIT STRUSE ONLYUCTION NOT FOR CON N0. REVISIONS ME CK 0 DATE ENGR DATE NO. RENSIONS lWEICKDT—DATE---FE—NGRl DATE ORAMRIC SUBMITTAL TT"^15 5(`AI F: NONE OATS HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC AMERICAN BUILDINGS COMPANY - - C 1 FOR casl6FCllon L 1 FOR APPRONX. Ly FOR PFSUIR ONLY [ ] FOR F9310UNART DRAWN W. JEF 04/03/12 CHECKED er. Ti as/a4/12 DE61GN APPD sy.1 c1Jc a/o4/12 DRAWING, 11645101 E-02 NUMBER' REv0 CAD BY.TJ M 03 12 06:43:11 Vet. 381 CE E_ X2 2 3/ X 2 Xz X2 �E F- & EF857R-3.10 LL A 0 1V f rRC-0101 8 109g 1Y12. 1 40'4 7, 10 o 3'8(+- 1/16) n I m f° - 43'O N TO CL OF COLUMN 450 TO RIDGE 4'0 1 1 4.0 90'0 CU1 TO OU( OF GIR( LINE RIGID FRAME CROSS SECTION AT FL. 2-5 FRF3+E ID: 11645101.01A 04/02/12 07:49 EQUIPMENT STORAGE BUILDING C 10 a 3'8(+- 1/16) EFB53L-7.+0 h FiH53R-3.10 0 0 RC-0101 t0ie 8 j 43'0 g TO CI- OF OF COLUMN��1 45'0 TO RDGE I USE ONLY I unit imuni .1. 1nu. I¢naluna L h I u u I unie ltlu mL I MPAxRl6 5u UP Ste: NONE DAZE BLAIUs HARBOUR RIDGE PROPERTY OWNERS AS [ 3 FGR GmsTRucnaN ORAwN en JEF a4/a3/1z 12600 NW HARBOUR RIDGE BLVD. - - [) FOP MPPOVAL CHECKED BY: TJ 04 04 12 / / PALM CY, FL AMERICAN BUILDINGS COMPANY [.' DESIGN APPD sr: CLJc as/o+/t2 RICHARD K. DAMS CONSTRUC DRANNG. 11645101 E-03 "�•"o• _- -- - CAD W. TJ 04/03/12 06A3n1 V_�.-38.1 NUMBER' D S CE A 8 C D E F G H I (LICE BOLT TABLE SZE DEPTH CLEAR AT S X 1 1/4 7 7/8 10.8 31 14 X 2 7 7/8 1 P2 14 X 2 7 7/8 1274 1 4 X 2 7 7/8 11'2 X 1 1/4 7 7/8 10.8 31 X 1 1/4 1'D 11'3 1 X 2 Vo 12'1 X 2 1'D 12'1 n 3 O 1'9(+— 1/16) 0 N Y e 111 77. 11371 1 12'8 a TO Cl. OF COLUMN 12 2F 45,07 e 10 O 3'8(+— 1/16) 20'0 TO CL OF COLUMN 22'0 TO CL OF COLUMN 45'0 TO RIDGE 0 I C T 90'0 OUr TO OUT OF GIRT NNE COLUMN & BEAM CROSS SECTION AT FL. 6 NOTE THE FRAMING AS DERCIED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE E]TAN90N. EQUIPMENT STORAGE BUILDING C 28'0 12 4511 07 i 20'0 TO CL OF COLUMN 45'O TO RIDGE 15'8 14 0 {V 7e111 8 12'8' TO Cl. OF COLUMN 1 11'37 ONLY 6TA NONE rygRBOUR RIDGE PROPERTY OWNERS AS MR � 9 °wi911 �'' Jff 04/03/12 12600 NW HARBOUR RIDGE BLVD. I-] FOR PERLIR ONLY CH EC TiY: TJ 04/04/12 PALM CY, FL AMERICAN BUILDINGS COMPANY ( ]FOR PW3D/NrNY DESIGN APPD BY.1 We 04/04/12 RICHARD K. DAMS CONSTRUC DRAWING.' REv.No. CAD BY: TJ 04 03 12 06:43:12 Ver. 3&1 11645101 E-04 NUMBER0 1'0 125'0 OUT TO OUT OF PURUN UNE 2 3 4 5 24'0 25'0 25'0 25'0 24'0 B213-28.ORK 8Z/6-29.6NR 8Z16-28.0JN 8Z16-29.6RN BZ13-28.0KR (14) REWIRE 17).REOUIRE 14) REOUIRm (13) REOUIRm (14) REWIRE T JP UN: CPL UN. U.N. ICAL U.N: TYPICAL U.N. WO 3*0 TO Wo LAP(U.N.) L (U.K) r Err ewo LAP(U.N.) LAP(U.N.) BC6-26.6 BC6-2B.6 i 8214-29.6Nfl_ �� BZ14-29.6RN ?.♦ W6-32.1 , ' `.♦ BC6-32.1 ♦ / ♦ / X X BC6-27.7 \a BC6-27.7 CL-12 mNRM� CL-12 CL-12 MRB05 CL-12 CI.-12 C1RE05 CL-12 CL-12 CLRB05 CL-12 CI.-12 CIRB05 CL-12. BC6-27.7 ",Z— BC6-2737 - `.\ SC6-72.1 .♦ BC6-72.1 / X X / 8214-29.6PoJ \ / 8214-29.6NR \ IN BC6-2B.6� �♦ i' 1<i ♦♦ i i� SINW UNG kbSW.) Wo TO SO 610 VP(U.N.) fAP(U.K) L (ux) LAP(U.N.) 8ZI6-29.6RN 8216-29.6NR (B�Z�13-28.OKR E 13) alur (872{16-28.ONN ICAL WNW ((8��22{13_28.ORK UU"� iYPI TYPiWE06u TY'P)CALENE 1YP TYPICN�. Vo 24'0 25'0 25'0- -- — __ - _ 25'0 24'0 1 2 3 4 5 125'O Our TO OUT OF PURLIN UNE ROOF FRAMING PLAN EQUIPMENT STORAGE BUILDING C 1'0 n 3 0 a-1z ' g 0 0 0 1'0 0 0 m THIS ROOF SYSTEM DESIGN USES ANTI -ROLL CLIPS INSTALLED AS SHOWN IN SECTION RF50/AA (uphill) OR RF50/AAA (downhill) AND RF51/BA ON DRAWING SED-004. LOCATIONS ARE INDICATED ON THE ROOF FRAMING PLAN. Clip Mark Number is:. CL-12 SCALE NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS WP�F`OV�ON ORAWw W: JEF 04/03/12 12600 NW HARBOUR RIDGE BLVD. MR AL M [•) FOR PFANrt 01bY�® W: TJ 04/04/12 PALM CY. FL I ]FOR PREUMN W DESIcw aePO er: cuc 04/04/12 RICHARD K. DAMS CONSTRUC COD W: TJ 04/03 12 11:37W Vet. 383 PERMIT USE ONLY NOT FOR CONSTRUCTION RICAN VBUILDINGnSOMPANY 11645101 E-OS REV.DNO. FR-5o03 ER-5002 1110Z m n o n o ^n C 17 THIS ENDWALL FRAME MUST NOT BE ERECTED NOTE: ALL WALL PANEL RIB TO GIRT WITHOUT THE CROSS BRACING. INTERSECTIONS REQUIRE FASTENER(S). REFER TO THE FRAME CROSS SECTION AT THIS FRAME UNE FOR THE REQUIRED CROSS BRACING. 1/2 Qt-5o01 HVN%1 NUT 25T/ W/ (2) H.T. WASHERS PER BOLT w CORNER COLUMN 8• / X FB-1 TP. FB-1 TIP. /// \\\ F3-1 TYP. D-OT01A EC-5002 TO IAP(U.N.) 8216-15.OP1 8216-22XKK 3 REQUIRED ( REQUIRED U.N. M U.N. 14'0 20'0 -u uluv fAP(LLN.) W(U.N.) 8216-24.OKK (01 REOUR ED CAL U.N. 2Yo C D 6o'o our TO OUT OF GIRT LINE ENDWALL FRAMING AT FRAME LINE 1 EI-0104A 2'0 El-5001 lAP(UN.) 6216-22.OKK 8216-15.OP2 (31 REQUIRED 1) REOUWEO CAL UN. U.N. 20'0 14'O GABLE ANGLE G4-1 TIPIGL AT CORNERS CORNER CUPS CCt 1/2 %11/2 /HVHX NUT no STRUCTURAL FASTENER #12X1 1/4 SOHH GABLE ANGLE GA-1 VIEW A —A TYPICAL N ^ 1 ^ N Yl N 1'I ly •I. W ^ „ 7 „1 ,fl �� N N < N Il I d < N d I 1 •t I I 6 6 6 6 1 1 1 6 < < ^ < N I h a a a a a a (4.5)SA-20 SHEETING— PACKAGE MK# EW01S—A (L3P26) EQUIPMENT STORAGE BUILDING C PERMfi USE ONLY NOT FOR CONSTRUCTION NO.1 ENSIONS IMAIDEICKV I DATE IENGRI DATE I N0. RENSIONS I MADE CK O I DATE JENGRI DATE IDRAPING SU6YTRAl STnns SCALE: NONE DATE HARBOUR .RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC AMERICAN BUILDINGS COMPANY [ ) FMi mrsaualDN [) Frn APPR & [•] PON PEmm ONLY [ ] POR PRELIRNARY DRAWN ar: as a/a3/t2 CNEC!(ED er: TU of/a4/t2 DESIGN APPD er: cuc o4/a4/t2 DRAWING. 11645101 E-07 �'No. NUMBER' O CAD 6Y: TJ 04 03 12 06:47:17 Vcr. 38.1 THIS ENDWALL FRAME MUST NOT BE ERECTED Wn HOUT THE CROSS BRACING. NOTE ALL WALL PANEL RIB TO GIRT REFER TO THE FRAME CROSS SECTION AT THIS INTERSECTIONS REQUIRE FASTENER(S). FRAME LINE FOR THE REQUIRED CROSS BRACING. 1,101 ER-5101� M o �o n o ^ o Ri ER-51021 ER-5103 I 1 rER-5104 iTl max\ max\ } FB-I TYP. ���� FB-1 TYP. FB-I TP. ��� \�� FB-I 74' EC-5101 8216-15.OP1 3) REQUIRED CAL U.N. 14'0 R0 ..-......... 4 0 ..�........ 2-0 LAP(U.N.) LAP(U.N.) LAP(UN.) U16-MM 8Z16-24.0NN M3) REO(31UIREI) REOWREO ux ICAL U.N. 20'0 ='a. E O C 90'0 OUT TO OUT OF GIRT LINE ENDWALL FRAMING AT FRAME LINE 6 (4.5)BA-20 SHEETING PACKAGE MO EW06S-A -- ----(ur26) EQUIPMENT STORAGE BUILDING C 8Z16-22.BN (3] REQUIRED GAL U.N. 20'0 20._ _ ... LAP(U.N.) 8216-15.01`2 (3). 'REQUIRED A U.N. 14'0 EC-5102 GABLE ANGLE GA-1 TYPICAL AT CORNERS USE ONLY 2 CONSTRUCTION Ncvuiun� wwe unu I GAIc i"UKI u It I Nu.1 NGVISIuns jhu t uxu I NAIc 1a uwIt I uanwmu mluu I SCALE: NONE DATE STAB HARBOUR RIDGE PROPERTY OWNERS AS [ 7 roa c0N61mucnoN uRAwN aY: JFf o4/o3/t2 2600 NW HARBOUR RIDGE BLVD. [ ] FOR APPROVAL CHECKED BY: Ti 04/04/12 PALM CY, FL AMERICAN BUILDINGS COMPANY [.] FOR F rr GNIY [ ]FOR Pf6'.LDONNi'Y DESIGN AM BY.1 CNc 04/"/12 RICHARD K. DAMS CONSTRUC DRAWING. 645101 E—OS 111 REVNO. CAD BY: TJ G4 03 12 06:43:14 VA 38.1 NUMBER' Q NOTE: ALL WALL PANEL RIB TO GIRT u INTERSECTIONS REQUIRE FASTENER(S). I �I PORTAL FRAME SPLICE BOLT TABLE S CE MY SQE DEPIN CLEAR AT SPLICE A e 7/4 X 2 10 9/16 9'11 7/8 8 8 0/4 X 2 10 9/16 9.11. 7/8 C 4 1/2 X 2 5 7/8 _ .N/A 0 4 1/2 X 2 5 7/8 N/A rGE-iR r(8.5)TGTI. (8S) TFO581. (&5)TFSE (8S)FV1-15.2 _ CE-1L-1 oC _... . ,_._. oD QC 0 -1E8055-24.11 1/2tIX - I I I I I I I I I I I PF73L PFBR PFeI OPEN TO REMAIN OPEN PFBR I I I I _ _ . .- . _ E PR-0201 PR-0201 lJ L - 24'0 `Pc-0201 25'0 PC-0202-/ 25'0 125'0 OUT TO OUT OF GIRT LINE SIDEWALL FRAMING PLAN AT LINE F `PC-0201 PC-02M-/ 24'0 'o EQUIPMENT STORAGE BUILDING C PERMR USE ONLY NOT FOR CONSTRUCTION N0. REVISIONS MADE CKD DATE ENGR MTE NO. REVISIONS JMADEj CKD I DATE ENGR I DATE DRAWNG 9u810RA1 I SCALE: I NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMSTRU S CONC AMERICAN BUILDINGS COMPANY T ] FOR CONSIRUCRON [ 7 MR APPRP/N. [•j FOR PERNX ONLY [ j Erne PIELIANMIY DRAWN 8Y: JEF 04/03/12 _ CttEclo=n aY: TJ a4/o4/12 - - DESIGN APPO W.- WC G4/G4/tz DRAWING. o7't'ID NUMBER' 11645101 E-09 p ' a 0 St aa aas tz as:4s:u va. t NOTE: ALL WALL PANEL RIB TO GIRT INTERSECTIONS REQUIRE FASTENER(S). PORTAL FRAME SPLICE BOLT TABLE SPLICE CITY S¢E DEPTH CLEOR AT SPLICE A 8 3/4 X 2 f0 9/16 9-11 7/8 B -8 3/4.X 2 10 9/16 9.11 7/8 c. 4 1/2 X 2 5 7/8, N/A D 4 1/2 X 2 5 7/8 N/A 9GE-1R r(8 5)TGTI; (8.5)-TFOSSI, (8.5)TFSE, (8.5)FS11-15.2 - .. GEIL C 0 1EBOS5-24.11 1 210/ 1E8055-24.11 12HH 1EBCS5-24.11 1 2HH C 1EBOS5-24.11 1 2HH D 1E8055-24.11 1 2W 1 I I I PFBL _. PFHL OPEN TO REMAIN OPEN' - PFBR - I I I I I S.PFBR PR-0201 PR-0201 - PC-0201 PC-0202 Pc-0 oI 'PC-0202- • 11 I I 25'0 40 •1'O 24'0 25'0 25'0 2 125'0 O1R TO our OF GIRT LINE SIDEWALL FRAMING PLAN AT LINE A 1'D EQUIPMENT STORAGE BUILDING C PERMIT USE ONLY NOT FOR CONSTRUCTION NO.1 REVISIONS - MADE CKO I DATE JENGRI DATE INO.1 RENSIONS I MADE CKO I DATE IENGRI DATE I DM NC SMBMRTAL ST" BCE. NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW OUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC AMERICAN BUILDINGS COMPANY [) FGH wrmHucnoN [) MR wPRwK [•) i'OR PEAYR ONLY [ ] �+ PaDn•N oRAxm NY: JEF o4/m/1z atEa® H19 TJ 04/OF/11 - DESIGN AFPO BY.cMcc 0 /04/12 REVNO. NUMBER° 11645101 E-10 D COD W.- TJ 04 03 12 06:43:14 Ver. 38.1 RIGID THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF OR WALLS IS TO HAVE THE PRIMARY FRAMING PLUMB AND SQUARE FOR BEST RESULTS, IT IS RECOMMENDED THAT A TRANSIT BE USED WHEN ERECTING THE STRUCTURAL STEEL BE SURE TO READ THE GENERAL ERECTION GUIDE PRIOR TO COMMENCING ERECTION. BUILDING ALIGNMENT CEO AA BOLTED JOINTS: BOLTEO.JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASM A325 OR A490'BOLTS'. JUNE 30. 2004, RESEARCH COUNCIL ON STRUCNRAL CONNECTIONS. UNLESS NOTED OTHERWISE ON THE. ABC ERECTION DRAWINGS, All A325 BOLTS, ME USED.IN CONNECTIONS DEFINED AS SNUG-nG JOINTS (ST). FOR INSTALLATION IN SNUG -TIGHT JOINTS, ALL BOLT HOLES SHALL BE ALIGNED TG PERMIT INSERTION OF THE BOLTS WITHOUT UNDUE DAMAGE TO THE THREADS. -BOLTS JOINT. THE SNUG TIGHT CONDITION IS THE TIGHTNESS THAT IS ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN -IRONWORKER USING AN ORDINARY SPUD WRENCH SO THAT THE CONNECTED PLIES ME. SOLIDLY SEATED AGNNST EACH OTHER, BUT NOT NECESSARILY IN CONTINUOUS CONTACT, MORE THAN ONE CYCLE THROUGH ME BOLT .PATTERN MAY BE REQUIRED TO ACHIEVE THE SNUG -TIGHT CONDITION. CONNECTIONS WITH A325 BOLTS WHICH ME DEFINED AS PRETENSIONED (PT) OR SUP -CRITICAL D � SUCH ON ME ABC DRAWINGS OR BY THE ENGIN RECORD. ALL CONNECTIONS WITH A490 BOLTS ME EITHER PRETENSIO ED (PT) ORS OF SUP -CRITICAL (SC) JOINTS PRETENSIONED JOINTS ME TYPICALLY REQUIRED WHEN. THE JOINT .IS SUBJECT TO SIGNIFICANT LOAD REVERSAL, THE JOINT IS SUBJECT TO FATIGUE LOAD WITH NO LOAD REVERSAL THE BOLTS ME SUBJECT TO TENSILE FATIGUE THE BUILDING -SUPPORTS A CRANE OF OVER 5-TON CAPACITY. .OR'ME CONNECTION IS PART OF THE SEISMIC LOAD RESISTING sysmu AND THE NSC SEISMIC PROVISIONS (AISC 341) ME APPLICABLE THE SEISMIC PROVISIONS ME APPLICABLE WHEN THE SEISMIC RESPONSE MODIFICATION COEFFICIENT, R. IS TAKEN GREATER THAN 3. NOTE THAT LOADINGS FROM WIND OR SNOW ARE NOT'CONSIDERED SIGNIFICANT LOAD REVERSAL OR FATIGUE LOADINGS. SUP CRITICAL JOINTS ARE REQUIRED WHEN SUP IS DETERMINED TO BE DETRIMEMAL TO THE PERFORMANCE OF THE STRUCTURE INSTNIAMON METHODS PERMITTED FOR PRETENSIONED AND SUP-CRITCAL JOINTS INCLUDE TURNOF THE NUF PRETENSIONING, CALIBRATED WRENCH PRETENSIONING, MAST -OFF -TYPE TENSION CONTROL BOLT ASSEMBLES, AND DIRECT -TENSION -INDICATOR PRETENSIONING. PRETENSION VALUES EQUAL TO OR GREATER MAN ME VALUES LISTED IN THE BOLT PRETENSION SCHEDULE SHALL BE. PROVIDED. FOR INSGLLATTON BY TURN -OF -NUT PRETENSIONING, ALL BOLTS SHALL FIRST BE TIGHTENED IN ACCORDANCE WITH THE SNUG -TIGHT PROCEDURE THE NUT OR HEAD AS APPLICABLE SHALL THEN BE. ROTATED BY THE. AMOUNT SPECIFIED IN. THE.BOLT PRETENSON SCHEDULE PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOM. THE PART NOT TURNED BY THE WRENCH SHALL BE PREVENTED FROM ROTATING DURING THIS OPERATION. SAFETY NOTES: THE METAL BUILDING SUPPLIER STRONGLY RECOMMENDS THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP ENSURE WORKER SAFETY. MAKE CERTAINALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY TELEPHONE NUMBERS; LOCATIONS OF FIRST ND STATIONS AND EMERGENCY PROCEDURES SHOULD,BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES, THE USE,OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER. EQUIPMENT FOR HANDUNG MATERIAL AND SAFETY NETS WHERE POSSIBLE ARE RECOMMENDED ERECTION PRACTICES. THE METAL BURRING SUPPLIER INTENDS THAT THESE DRAWINGS BE INTERPRETED AND ADMINISTERED WITHSOUNDJUDGMENT CONSISTENT WITH. GOOD SAFETY PRACTICES. ALL SAFETY PRECAUTIONS, OSHA SAFETY REQUIREMENTS, OR ANY OTHER APPROPRIATE SAFETY REQUIREMENTS, CUSTOMARY OR STATUTORY. MUST BE ADHERED TO, TO ENSURE MAXIMUM WORKER SAFETY. IF OIL OR OTHER SLIPPERY SUBSTANCES ME SPILLED ON THE ROOF/DECK.PANELS; WIFE THEM OFF IMNEOUTE LY TO PREVENT:' SLIPPING OR'FAAING. YOU SHOULD MAINTAIN A FIRM, SAFE POSITION WHEN USING ANY TOOL YOU SHOULD MAINTAIN A CONSTANT AWARENESS. OF YOUR LOCATION IN RELATION TO ROOF EDGE WHEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON MEROOFAREA CO NOT UNDER ANY CIRCUMSTANCES STEP OR WALK ON ME SURFACE OF ANY FIBERGLASS SKYUGHT. IF FOOT TRAFFIC IS NECESSARY OVER SKYLIGHT, USE WALK BOARDS THAT ME PROPERLY SUPPORTED BY THE BUILDING PURUNS. BOLT DIAMETER TER DIMENSION W 1/2' 7/8' 3/4' 1 1/C 7/8' 1 7/16' 1' 1 5/8' W A3 n HEAD SAFETY COMMITMENT_.. .. _ GE70 I ASTM A325T BOLT_ IDENTIFICATION MF01 IF AA _. AA ASTM A325 BOLT PRETENSION SCHEDULE BOLT 00. Jy SPECIFIED MINIMUM BOLT PRETENSION NUTOR HEAD ROTATION FROM SNUG -TIGHT CONDITION Lp5416 I 4JE<LES64e 1/2'0 12 KIPS 1/3 TURN 1/2 TURN 3 4.0" '-28 KIPS. 7/8'0_ _ 39 KIPS - lb 51 KIPS. (Lb- LENGTH OF BOLT) INSPECTION INSPECTION REQUIREMENTS FOR SNUG -TIGHT JOINTS CONSISTS OF VERIFICATION THAT THE PROPER FASTENER COMPONENTS WERE USED AND THAT TIRE CONNECTED ELEMENTS WERE FABRICATED PROPERLY. AFTER ASSEMBLY, IT SHALL BE VISUALLY ENSURED THAT THE PLIES ME SOLIDLY SEATED AGAINST EACH OTHER, BUT NOT NECESSARILY IN CONTINUOUS CONTACT, AND THAT WASHERS, IF REQUIRED, HAVE BEEN USED. NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED.. FOR TURN -OF -NUT PRETENSIONING, IN ADDITION TO THE INSPECTION REQUIREMENTS FOR SNUG -TIGHT JOINTS, THE INSPECTOR SHALL OBSERVE THE PRE -INSTALLATION VERIFICATION TESTING AND MONITOR THE WORK IN PROGRESS TO ENSURE THAT THE BOLTING CREW PROPERLY ROTATES THE TURNED ELEMENT BY THE AMOUNT SPECIFIED N THE SCHEDULE ALTERNATNELY,,WHEN THE FASTENERS ME MATCH -MARKED AFTER INITIAL M-UP SNUG-RGM CONDITION), VISUAL INSPECTION IS PERMITTED. THE S10E OF NUTS AND OLTS THAT HAVE BEEN IMPACTED SUFFICIENTLY TO INDUCE THE MINIMUM PRETENSION LOADS WILL APPEAR SLIGHTLY PEENED. NO FURTHER EVIDENCE OF ' CONFORMITY IS REQUIRED. . BOLT INSTALLATION & .INSPECTION NOTES MF91 1/2.0. 3/4.0. 7/8.0 & 1.0 STRUCTURAL BOLTS (A325) AA SCALE: NONE HARBOUR RIDGE PROPERTY OWNERS AS [ ] FOR GONSTRUCIIOR DRAWN BY: JEF 04/03/12 12600 NW HARBOUR RIDGE BLVD. [) FIX AL mar CHECKED BY: TJ 04/04/12 MIDaITR PPALM CY, FL L•) FO L ] FOR PRELIMIT DESIGN APPD BY.1 CNC 04/04/12 RICHARD K. DAVIS CONSTRUC PERMIT USE ONLY NOT FOR CONSTRUCTION 11645101 SED—Obi DOI YOBNFA SIgLLO ff nvwEw BR40A m vs: 1NE s.NTsr Nm oast M mawwlnr• aRarnw TEOW WES • SPLICE PLATE EAVE STRUT STRUCTURAL FASTENER(S) JIVI 1/4' (6) PER EAVE FRAME BRACE IN PRE -PUNCHED HOLES • E4VE STRUT BRACKET (SHOP WELDED) • EAVE FRAME BRACE RAFTE EFB_o �J NOTE - LONGER BOLT SUPPLIED IF • FRAME BRACE TABS TO BE REQUIRED FOR, SPLICE PLATE BENT IN FIELD AS RED. � TOEFS TO EFB= _CONNECTTIOON EAVE FRAME BRACE. CONNECTION BYPASS. BR40 DIAGONAL HAUNCH CONNECTION FROM CAVE STRUT TO SPLICE PLATE AA SUEIr PRLNInwv vDaaTs sloMn as TWMD w narnaacr AM suT mrnATwN lunrla EauwuTBrt 3/4 AT257/ 3/4 HVH% NUT • OTY. BY DESIGN - f.vtTY cTEfJN EAw Yuaaav sworn eETvaTn m usE BNE SAiE1i Am oast RwwwINE aTEanw no+rwu¢ SURUCRIRAL EAVE STRUT -\ (6) PER EAVE I SPLICE PLATE • EAVE FRAME BRACE) EFE--- CONNECT AT SPLICE PLATE BOLT CLOSEST TO INSIDE KNEE • FRAME BRACE TABS TO BE BEM IN FIELD AS RED. NOTE LONGER BOLT SUPPLIED IF REQUIRED FOR SPLICE PLATE TO EFB= _CONNECTION EAVE FRAME BRACE CONNECTION 1 BR40A DIAGONAL HAUNCH CONNECTION FROM EAVE STRUT TO SPLICE I AA 1 1/4)--r-y1 1/4' —9/16'0 COLUMN NOT SHOWN FOR CLARITY. CORNER COLUMN CL OF COLUMN • LENGTH WILL VARY BASED UPON R CONNECTION THICKNESS ViE'A-A' ENDWALL RAFTER SPLICE SARTY wzcwnax STAY wfLL w ME 4' FA9 lY InNS Bova upFD w A1T' lraE u'axG IIflKF. sE sE¢ ro aav xums N'o rttT aEAR'oT umpauU+os CORNER COLUMN CONNECTION DETAIL AT BLDG. EAVE _ EF12 COLUMN TO RAFTER CONNECTION I AA (2) 1/2 'A' ENOWALI RAFTER �1/(( )LNUT 1/4 M251/ n w :1 a + '+ 1 + FPMME BRACE T PURUN (2) 1/2 % 2 W 1/(s' 1/2 % 1 1/4 A325T/ 1/2 HVH% NUT 1 2 Hv1Ot NUT MAY VARY j SEE BS01M T ENOWALL RAFTER ENDWALL INTERIOR COLUMN STIFFENER LL RAFTER 5.N£TY PPEaunwx, vwlals sxwan ec nuxm w ra r6am narnw gw�n0s TM Au .was. STRUT 1/4 A325T/ n 1/2 % 2 A325T/ HVH% NUT !UT CHANNEL 12-LENGTH%_ ENDWALL RAFTER SPLICE DETAIL EF22 ENDWALL RAFTER RIDGE DETAIL EF23 ENDWALL INTERIOR COLUMN CONNECTION DETAIL FE-F-26—W-1 SECTION AT COLUMN w/ STRUT CHANNEL EF31 RAFTER TO RAFTER CONNECTION AA. RAFTER W/RIDGE SPLICE PLATE AA COLUMN 70 RAPIER CONNECTION AA ENDWALL RAPIER sum Br¢cNnioN SPAY N1L w TIE CIFM Of INYa' HWE YwE➢ B/.WY TM1F WTNE CFAII w IIlNS //— A3hve25T BOLTS `' ,, .) (SEE CROSSSECTION FOR / S12E AND QUANTITY) UTT RIGID FRAME RIGID FRAME RAFTER Y DIAGONAL HAUNCH CONNECTION AT BLDG. SAVE MF11 RAID FRAME I AA PERMIT USE NOT FOR C( - runic u uj 1uv K .1e 1 Nu.1 KLwb,UNa ImAuhIL;KuI unit Imuml uAlt I Dflh i sue AL I SCALE. II GATE srARLs HARBOUR RIDGE PROPERTY OWNERS AS - [ ] FOR COIISIRUQITDN DRAWN BY: LIEF 04/03/12 12600 NW HARBOUR RIDGE BLVD. �) FOR APPROVAL [•) FOR PERMIT MY CHECKED RY: TiTJ 04/04/12 PALM CYFL AMERICAN BUILDINGS COMPANY I: ) FOR PRELIMINARYoEM APPD BY: CMC 04/04/12 RICHARD K. DAVIS CO NSTRUC ORAy : IEV.NO. 11645101 SED-002 _ _ _ oD Br. Ti 04/03/12_ 06.55:00 VQ. 38.1 NUMBER• O 9MM/ IX VYd6 E�E W SNEIT PMtwnve -T > 1/3• .WIFIu 91MD � 114ME0 112 RO'RP EHCllnl iG IIL Kfli `] 9• e 2'a}a cu • TMICAL CONNECTION AT GAPS C ]• a T a �— A325T BOLTS (TYP. (SEE CROSS SECII N FOR T. sous IEWBR➢'AT cws i X. sAaTT.lewnwt �yY B�yE,6 �� ��� SIZE AND QUANTITY] a I1.Y£ Nw-nsEBED v BLTWEQI BBET 'Aces AB 1¢amm� fJ➢5 m CUOWEIDW AMA tliEARW TWI 1/B' AT.12 TrAr NL wRNFPS W£M sRn rYE vices WM wTwW ctW m nM1ECIIW 1 T" WflD "-Wfl SANS 1' YX , E a 5�5 Il0 MN0 MAti BE1NF}I Y a T a W XCN-TARIEY WWI N, 116r. }W SECWN 'A' -'A' �Yi1D 1. AL 91 G YAhTML SIFII. (4CINV1 TXflwKll 6"— S PPm SNOYYNG LETAu 9Y6Ni TYPICAL HAUNCH SHIMMING DETAILS MF19 INTERMEDIATE RAFTER CONNECTION DETAIL MF21 RIGID FRAME I AA RIGID FRAME RAFTER - AA • N/—WEB OF RAFTER BEVEL BWP_ TYPICAI CABLE GRIP CABLE • COLUMN/RAFTER FLANGES OMOTED `pip`` `Q�',7L///- FOR CLARITY. CABLE/RODBRACE DETAIL BROT • AA RIGID FRAME X 2 A325T/ X NUT t) 1/2 /2 TNM INTERIOR COLUMN.. CAP CONNECTION AT RIDGE _ _ MF28 CONNECTION AT RIGID FRAME RIDGE RAFTER AA nu. NAOE CKO OATS ENwj uAIE INO.1 REY1510N5 MAllt (XU I ME JhNS W'L I DMW WI AL Sp(�: NDNE DATE —REVISIONS STATus - HARBOUR RIDGE PROPERTY OWNERS AS [ ] FOR CONSTRUCTION PRAWN W-1 JEP 04/03/12 12600 NW HARBOUR RIDGE BLVD. I ] FOR APPROVAL I•] FOR R ff omy CHECI(ED BY: TJ 04 0{ 12 / / PALM CY, FL AMERICAN BUILDINGS COMPANY I ] FOR PEURIARY DESIGN AaPD BY: cue o4/0{/1z RICHARD K. DAMS CONSTRUC DRAWMG. REVNO. 11645101 SED-003 CAD W.' TJ 04 0S 12 06:55A0 V.. 38.1 NUMBER' p mT,i��fliEifA[�)�:FI.•i�i'Efi/ �L7� RE✓FDl�•_i �e'£i V�i �li�i iC�O'Ei�7JFT'F7���I'37V�t/T.ti�lR:z� 0iI/T6.EIIF)IW^FI�'��i'E✓�?Ti'i <It'E®LI�Fi� iGai e�'><'.i>Ell[]L^ST��iiLui�®n'i'ii<r[f�5>:i� �i�RT'L•f��i7iR:Fii �'>'a2RT-,� tE! WOOD RIGID FRAME Staght purfne arc a necessity. Zee sections have a natural tendency to roll out of plane and deflect horizontally.This must b corrected by forcing the p H s into proper plane and spacing. Woad blocking is numnrnended as one method to accomplish, Nis sum rlEfirmaM CMT A{lIIw � ro eE rulmc ruu®ro lxosc emu>h 11¢ pose. vamas saw wsw osu uPTom Has NA1s. harl Padin Blaakina C lE T l TDIX T0.]af.4, UPPED PWIIS IRVIaIE 112 16 Oi VTIIED RI CIPS Before installing the roof Panels and insulation. be certain that the purlins am straight and of 9v to the slope of the roof. Use wood blocking to assist with purlin afgnment if adjustment is needed. Start with one raw of temporary blocking in the center of the bay. Use adStional rows of blacking If needed to maintain straight parlms. As sheeting -progresses to within one panel width of no blocking it should hold the purlirs in alignment allowing the blocking to be removed. BOLT REQUIREMENTS FOR .SECONDARY FRAMING .CONNECTIONS BS01 Move blocking to next bay as the erection progresses. AT RAFTERS IAA _ ING I 1/2 HVHXNUT A325T/ MAY VARY SEE BSOIAA 2 NOTCH Typical construction of rood blocking is shown above. A 2 a 6 minimum board size should be used. Refer to the crass section framing drawings that accompanied the building to determine the pudin sue and spacing. Measure the puWiin flange and cut notch in board accordingly. X 1 1/4 A325T/ HVHX NUT E (2) 1/2 X 1 1/4 A325T/ 1 2 HVHX NUT OR AS AN OPTION (1) 1/2 % 1 1/4 A325T/ 1/2 NVHX NUT AND (1) t/2X2 3/16 A44g DE — TYP MAY VARY SEE BSOIAA sa2lY PpEWIKKC Prt wolaan suxtt f9Sr. PURLIN BLOCKING GE02 STANDARD PURLIN LAP RFO1. AABYPASS CONDRON - AA INTERNEOUTE BAY SAVE STRUT ///�\� suer vraauua: END BAY EAVE STRUT � '///� warns swan uvuxs wvn //J fiAh.S wCY YRK CIRS W1fH M.WtlLW' IEfK 5{/6/QS WM 9VP➢ mZs. SL.6AC6 WIII 514PP FA43. aVE STRUT BRACKET (SHOP WE M) (TYPE 1/2 X 1 il1/325T/ 1/2 NVdN% NUT (2) REQUIRED PER EAVE STRUT END CONNECTION am PURLIN CONNECTION DETAIL AT ENDWALL FRAME RF03R I RIDGE BRIDGING CLIP CONNECTION DETAIL RF05 LOW/HIGH SIDE SAVE STRUT CONNECTION (BYPASS GIRTS) RF31R LOW/HIGH SIDE EAVE STRUT CONNECTION (BYPASS GIRTS) RF32R BYPASS. INSET h FLUSH CONDITION I tap, I AA P1L RAFTER/COLUMN FLANGE WIDTHS I AA ALL RAFTER/COLUMN FLANGE WIDTHS I AA PURUN 1/2 % 1 1/4 A2125T/ANTI—ROLL 3 CLIP 1/2 HshIX NUT CL-12 8' PURUNS CL19 PURlJNS Cl.-14 = 12 * PU PUAl.INS PJ25T/ ROOF MNN CL-14 0 PANEL ENDWALL RAFTER suEtt q Ch: uwArs sTAn asnn usxwm ElE sum Paralmm mmcrna ton apTnanln twos Pn roman sum tear. a ¢¢TIx show was ANTI —ROLL DETAIL UPHILL 1 RF50 ANTI —ROLL DETAIL _ RF51 F4.10 FRAME RAFTQS IAA ENDWALL RAFTER LONG SPAN III PANEL I BA PERMIT USE ONLY NOT FOR CONSTRUCTION I DATE I HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY. FL RICHARD K. DAVIS CONSTRUC AMERICAN BUILDINGS COMPANY I PoR ON (w1 FOR PST pfy_Y T ) Tart PRF3mNARY DRAWN 91'.1 JEP 04/03/12 CHECKED BY: TJ 04/04/12 DESCH APPD Ell CNC 04/04/12 DRAWING. 11645101 SED-004 Rbv.NO. NUMBER' O CAD BY: TJ 04 03 12 06:55132 Var. 38.1 Lp1)YN DINE TxOVds 9IYMVIw' FRAI�q ENI6 NU9F Da♦D SYT !�!/SD 5n 11 ] , XMC 1/S' I]25T BY! RFpYRD fL0. IIM 1¢LffIG DES., IMl1 I/Y AVST S]LT PEWLHD f➢R NM W 1/ WX®5 6e31mas ,. M10.MM < ] 11 - le X 2 1 X Ie. Ma SE sl • I s I a x a 9 s 1 x e AHa Y I a Al 11• - ]ro. 13 • 4 12 In Y2 3, I91aa9 x.. I % AY351 a 11 %' ] e LF x - 4 A] a 9 P- XMT 3 x] 5 I x AV5T A7aI 14 x3 AbJ -Y 'IST T XAl25T x 12 In% ] 3 A101 m Y - 1 '% ALST 11 25T 1 X A325L 5 11 -10' 1 % 3 3 '/l4) SE' - , -X 2'AMT 1 4 2 AV3T 1/2 ix TA 1 X2"X=T Y. 11-16 1 %]48A'dI: CE'. 1 X2=SI 1 x2A123T SPEII11 WFIi SVEIY RECVIIiM R 6 flECU101Q5'fD TYi NL Lg09t5 xF111 SIEIl TOE 9GE5 Y111 YflpfN6I1 4VMm. M pW1PCllw. A40 WAL MAIi sVc,'Y PUCWIXIx� 2 % (BT ODIELO�CKING w Nm sTw, m mm w W1u. m s Ere swot XmuR m.vN A m us PI¢rAwwx tur I¢caFw A $F10U6 0411Rf. GIRT SPACING FRAME COLUMN TYPICAL CONSTRUCTON OF THE WOOD BLOCKING IS SHOWN ABOVE A 2 X 6 MINIMUM- BOARD SIZE SHOULD BE USED. REFER TO THE CROSS SECTON FRAMING DRAWINGS TO DETERMINE THE GIRT 'SIZE 'AND SPACINGS. INSTALLATION OF THE BUILDING WALLS 0 GENERALLY GONE BEFORE THE ROOF. BEFORE STARTING THE WALL SHEETING OR INSULATION, CHECK TO BE SURE THAT THE EAVE STRUT AND GIRTS ME BOLT REQUIREMENTS FOR SECONDARY FRAMING. CONNECTIONS. NG BS02 TTO�THE PROPERPLUMS. LENGTH ANDALIGN NSTALL BETiWEEN THE TEMPORARY OF CIORTS. THIS BLOCKING CM BE AT COLUMNS AA. ONE DNF OF BLY TO DAPER BAY WILL REDUCE THEICIENUMBER OF PIECES REQUIRED. NORMALLY. COLUMN - _ FLNliplt Pfl w MI Ip xar sRs. m W D VALL mm m Tr2 twos TMOIS Jo mms �(1) 1/2 % 1 14 A3251/2 X 11/4 A325T/ m Jws PNLNIMY wr loalu W A %j wows w.m. /TJ 1 2 HVHX NUT - - - 1/2 H1TUf NUT AND (1) 1/2%2 .1/16 A449 DE - TIP MAY VARY SEE BS02AA CH INNER ZEE GIRT WITH X 2 3/16 A449 DE BOLT - TYP BS02M .GIRT.. BLOCKING. _ GE03 AA SECTION A c: iiii•: SECTION A NOTE' - :iii`_:.."'-i is Eiaiiiii::.: N PLAC WITH 1/2 DEB T I E TER 2EE GIRT CAN BE ATTACHED T WITH 1/2 BOLT ADDITIONAL NUT ON 1/2 OE BOLT.. NUT 2 D COLUMN 1/2 X 1 1/4 A325T/ 1/2 HVHX NUT - TYP. SEE BS02PA 1/2 X 2 3/16 A449 DE BOLT - TYP SEE BS02M NOTE FOR NON -LAPPED GIRT CONNECTIONS (2) OF THE APPROPRIATE A325T BOLTS MUST BE USED. 1/2 X 1 1/4 A325T/ HVHX NUT (1) 1/2X2 3/16 AHS DE - TYP VARY BSO2A4 BYPASS LAPPED GIRT CONNECTION TO COLUMN WF02R I BYPASS GIRT TO COLUMN CONNECTION LAPPED GIRTS ONLY WFi OR I BYPASS GIRT TO COLUMN _CONNECTION (LAPPED. GIRTS ONLY) WFI ORA I BYPASS GIRT WF58R _ AA STEP ONE I AA STEP TWO I AA ENDWAII COLUMN sum Pr¢cwnax: 1/2 X 1 1/4 A325T/ 1/2 HVHX NUT - OLUNN ing f20R 1/2 X /H)oHX 1/2 HVHX) Nl AS N OPTION/ P ION 1/2 NUT (1) 1/2 X 1 1/4 A325T/ MLTTY NP (2) 1/2 % 1 1/4 A325T/ WITH (2) HT WASHERS PURDN / GIRT 1/2 HVHX NUT CL-4 1/2 HVH% NUT 1/2 (ONE UNDER THE BOLT HEAD AID (1) 1/2%2 3/I6 AH9 OE - TIP VARY AND ONE UNDER THE NUT) MAY VARY SEE M02M SEE BSOIM GIRT - Q i CIRr o o i s.9i o L FRAME BRACE `\ BOTH SIDES 1/2 X 1 1/4 025T/ - - FRhuE BRACE FE-- DESIGNO A O NOTED 1/2 HVHX NUT TEHEEBtNIIL�OINBYE�E (NO WASHERS REQUIRED) • RAFTER OR COLUMN BYPASS CHANNEL ENDWALL INTERIOR COLUMN WF60R BYPASS NON —LAPPED CONNECTION TO COLUMN WF61R FRAME BRACE BR17 . AA I .GIRT AA FOR BYPASS PURUNS / GIRTS I AA PERMIT USE ONLY NOT FOR CONSTRUCTION N0. REVISIONS - MADE CKO DATE ENGR DATE NO. REVISIONS IMADEICWD I EN GR GATE DRAWING SUBMDTAL STATUS SCALE. NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC - AMERICAN BUILDINGS COMPANY FOR COON [•] FOR PERMIT ONLY ( ] FUR PRB11NIMMY DRAWN BYe' JEF 04/03/12 CHECKED BY' Tj 04/04/12 DESIGN APPID ar: cMc 04/04/12 DRAWING. 11645101 SED-005 F ,," NUMBER' 0 CAD BY: Ti 04 03 12 O6SSb4 Ve . 38.1 NOTE I'L WELDING REQUIRED. SEE DETAIL ENFWk— RIGID FRAME RAFTER OUTSIDE FLANGE WELD ANGLE BRACE 'TOTHE TOP FLANGE OF THE RAFTER OR FIELD DRILL 9/16.0 N 1/T WITH 20 AT2255TNBOLLTT _ h 1/2 KVCONNHX NUT 1/B PORTAL FRAME BRACE - PFB— ATTACH PM TO, COLUMN SNFFENER USING (1) 3/4 X 2 A325T/ 3/4 H NUT • (SEE DETAIL SR22W) RIGID FRAME WELD ANGLE BRACE TO THE RAFTER THE RAFTER OR FIEU HOLE 1 1/4- FROM WEB AND 1/2 0 A325T BOLT with PORTAL FRAME BRACE PFB_ RELD BEND PFB_ FRAME BRACE END TABS AT STIFFENER AND RARER CONNECTIONS ATTACH PFB_ TO COLUMN STIFFENER USING (1) 3/4 X 2 A325T/ 3/4NNUt NUT WITH NUT PORTAL FRAME COLUMNPORTAL COLUMNS PORTAI- BRACKET RIGID FRAME COLUMN .PORTAL FRAME KNEE FRAME BRACE BR22_ PORTAL FRAME .KNEE BRACE AT RAFTER FLANGE .BR22A AA CONNECTION FROM PORTAL STIFFENER TO RAFTER TOP FLNGEli AA io ITIE DOWN PANEL STORAGE GE51 LONG SPAN III, ARCHITECTURAL IS. AND MULL —RIB PANELS I AA PERMIT USE ONLY NOT FOR CONSTRUCTION I "'I co.jI m WNU ]ummlN. SCALE. NONE DATE - srATMs HARBOUR RIDGE PROPERTY OWNERS AS - E 1 FOR censnnicnaN DRAWN BY: JEF 04/03/12 12600 NW HARBOUR RIDGE BLVD. [ ] FOR APRRar [y FOR vFTaO orator CHECKED BY: TU 04/04/12 PALM CY, FL AMERICAN BUILDINGS COMPANY C ] FOR PRELIMINARY oEslcH APPD W.OMG 04/04/12 RICHARD K. DAMS CONSTRUC DRAWING. REVNO. 11645101 SED-006 CAD BY: TO D4 03/12 06:55:04 Va. 38.1 NUMBER' 0 WALL MAIN WALL BASE FASTENER (BY O1HER5S 1/4'0 CONORETE ANCHOR (min.) 3 -0' O.C. (mac) BASE % ANGLE ) .-- 1 1/2•i OVERHANG BA I GRADE_ .BASE ANGLE DETAIL BAO1 SECTION AT BASE ANGLE I-_BA02 AB, ARCHITECTURAL 111. ARCHITECTURAL Y RIB OR LONG SPAN III WALLS I_ AB. THINGS TO REMEMBER 1. THINK SAFETY. 2. CARE FOR PANELS IN ACCORDANCE WITH ERECTIONGUIDE. 3. ALIGN GIRT. 4.'PLUMBFIRST ANO EVERY PANEL 5. CHECK COVERAGE 'ON.EVERY PANEL 6. FOLLOW SCREW ATTACHMENT SEQUENCE TRAILING TO LEADING... TOP TO BOTTOM. ]. DO NOT EXCEED INSULATION THICKNESS (4' MAX.). 8. DO NOT 'RATCHET' OR OVERTTGHIEN WALL PANEL SCREWS. THIS WILL CAUSE 'DIMPLING'. 9. USE THE TUT OF THE LONGSPAN PANEL TO APPLY PRESSURE WHEN INSTALLING. (SEE EXAMPLE) 10. DO NOT USE ABRASIVE SAWS OR OTHER CUTTING TOOLS WHICH PRODUCE HOT METAL PARTICLES OR BURNED EDGES THESE METHODS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND WILL VO ANY WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DENCES WHICH ' DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. GTS DOWNSPOUT FDS-14.4 R ATTACHMENT bF SCREW GUTTER CUP COVER TV*J' TCH EAVE SUPPORT TRIM (REQUIRED AT PAINTED ROOFS ONROOF PANEL ONG GASHED UNE GUTTER CUPSPE MASTICPLACED IN MT OF-PANEL4TNGtmERLENGTHALONG SOLID LINE TGT1E�VPPORT FLASHING EAVE COVER FLASHING1TFOS_RUCTURAL FASTENERS) DOWNSPOUT ELBOWVE STRUT FIDE-2 FLASHING J1-LENGTH COLUMN FLANGE BUND RNEf TTYP.1 1/8 RrvE DOWNSPOUT ELBOW r FINISHED FLOOR FIDE-2 • FIELD CUT TO REQUIRED LENGTHS 12*F :IC: BUND RIVEF 1/8 DOWNSPOUT CUP FOC-2 6'-0, O.C.WO(. TSTRUCTURAL FASTENER(S) I12X1 1/4 SDHHT4 OR 12X1 1/2 SDHHTS COLUMN FLANGE PANEL INSTALLATION NOTES __. GE04 DOWNSPOUT OUTLET DETAIL.. GTOI DOWNSPOUT DETAIL AT OPEN SIDEWALL 1 GT02 SECTION THROUGH DOWNSPOUT AT OPEN SIDEWALL GTO3. LONGSPAN WALL PANELS -AB I AA I AO I AO Do"SPOUT FDS-14.4 GTS 1/8 TUBE BUND RNET (6) 1/8 RTVET EAVE DOWNSPOUTS DOWNSPOUT CUPS (FDC-2) 10' 1 PC. FDS-14.4 & 3 PC. FOE-2 2 12' 1 PC. FOS-14.4 & 3. PC. FIDE-2 2 IT } PC. FOS-14.4 & 3 PC. FIDE-2 3 16' 1 PC. FOS-14.4 & 3 PC. FDE-2 3 IS' 1 1 2 PC. FDS-14.4 & 3 K. FOE-2 4 20' 1 1 2 PC. FDS-14.4 & 3 PC. FDE-2 4 2T 1 1 2 PC. FOS-14.4 & 3 K. FDE-2 4 24' 2 K. FDS-14.4 & 3 PC. FOE-2 5 26' 2 PC. FITS-14.4 & 3 PC. FIDE-2 5 28' 2 PC. FDS-14.4 & 3 K. FIDE-2 6 3O. 2 M. FDS-14.4 & 3 PC. FDE-2 6 32' 2 1 2 PC. FDS-14.4 & 3 PG FIDE-2 6 34' 2 1 2 PC. FDS-14.4 & 3 PC. FOE-2 7 -36' -2 1 2 PC. FDS-14.4 & 3 PC. FOE-2 7 38' 3 PC. FDS-14A & 3 PC. FOE-2 8 40' 3 PC. FOS-14.4 & 3 K. ME-2 8 FLANGE BACK GUTTER J BUND RNNET. (12 REO'D.1E & % (2) 1/4.0 BEADS SEAL TIP. LAP FLANGE BACK CURTER ' ^�TGF GUTTER TGTI GUTTER LAP BUND RNET (12 REO'D. PER LAP) /8 RNET FASTENERS AT GUTTER LAP AND ENDCAP RIVET LOCATIONS AT DOWNSPOUT LAP OR ELBOW GT04 DOWNSPOUT SCHEDULE AT OPEN SIDEWALL FG-TO-61 GUTTER LAP AND GUTTER ENDCAP FASTENER DETAIL GT07_ PERMIT USE ONLY NOT FOR CONSTRUCTION • AA AO - AA NIT. REVISIONS I MADE CK 0 I DATE JENGRI DATE I NO.1 REVISIONS IMADEJ CK D I DATE I ENGR DATE I DRAmNG SUBMITTAL ST"RIs I SCALE. NONE DATE HARBOUR .RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVDPPRcv&. PALM CY, FL RICHARD K. DAVIS CONSTRUC AMERICAN BUILDINGS COMPANY I FOR consTRucnan T I FOR PERMIT PERMIT FOR P �.) or0.r ( I FOR PREL0JINARY DRAWN BY: JEF 04/03/12 CHECKED BY: TJ 04/04/12 DESIGN APPD BA: QUO 04/04/12 DRAWING. 11645101 SED-007 NUMBER' REv.No. 0 GAD BY: Ti 04 03 12 06:55:05 Vc. 38.1 GLITTER CUP COVER THIN TCGC (REWIRED AT PRINTED ROOFS DAY)FaR GUTTER . .ul acresSTAROARD INSULATION EAV �SIREUµORTGTI 7:p LONGSPAN PANEL GABLE ANGLE CAP FLASHING WALL STITCH FASTE) WALL MAIN FASTENER(S) NOTE/7 E 1) • u (SEE NOTE 2) FCP-1 (TYP. AT SIDELAPS, SEE /T1Y2P %S 1E 1�4 pEfAIL 'A' EX. 1'-0" O.C. II ii TRIM INSULATION AND 2'-0- O.C. CALLY DETAIL 'A" TURN VINYL. BACK. INSULATION MUST NOT BE EXPOSED TO GUTTER CUP ° I1I r --1 WEATHER. CUP COVER TRIM CGS_ # WALL PANEL� ° ro IILe=e__=� - _ . .GUTTER 'TCGC YI (REQUIRED AT PAINTED ROOFS ONLY) I Ii NOTE: ., =V-crGUIIER CUP1. OUTSIDE CLOSURE ' .GUTTER CLIP CC -A ii a ° �n p d REQUIRED FOR BLDG. SLOPES 1 1/2 : 12 OR - ' WS-*�> __ _Uri BASE ANGLE Ylr- -- --- J) d LESS. 2. CAP PUSHING REO D. NOTE, WALL SIDEWALL GUTTER ENDCAP '`FLANGE BACK GUTTER GE-1 FOR BOG. SLOPES OUTSIDE CLOSURE FASTENER(S) REOUIRE) AT AND ENDWALL GIRTS. BASE ANGLE. FAVE TGF_ _ GREATER THAN 1 1/2 : 12. (SEE NOTE 1) STRUT AS GABLE ANGLE FASTENER LAYOUT SHOWN ALSO APPLIES FOR LINER AND PARTITION *PLACED IN FLAT OF PANEL ENSURE ATTACHMENT OF SCREW PANP S. 2. PANEL STITCH FASTENER(S)_ AS SHOWN REO'D. GUTTER ENDCAP THROUGH EAVE SUPPORT TRIM. ONLY AT PANEL SIDELAPS OR AT FLASHING GE-1 LAPS AND FLASHING TO PANEL CONNECTIONS. GUTTER CLIP PLACEMENT_ DETAIL _. GT18A SUGGESTED. INSULATION DETAIL AT WALL PANEL BASE - IN02 PANEL CLOSURE. DETAIL. AT RAKE _ RA01. FASTENER LAYOUT WC05 - - AA AA ARCHITECTURAL III, ARCHITECTURAL V RIB OR LONG SPAN III WALLS AB WINGSPAN WALLS AB G050 ALIGNMENT OF THE FASTENERS WILL GIVE A PROFESSIONAL APPEARANCE OF SHEET INSTALLATION. THIS CAN BE ACCOMPUSHED BY PRE-DRIWNG HOLES IN THE SHEETS . AT IDENTICAL LOCATIONS. UP TO'15 SHEETS CAN BE STACKED TOGETHER AND DRILLED BLOCKING USING A TEMPLATE SHEET. USE 1/8. OR5/32• DIAMETER DRILL BIT FOR SHEET TO .WOOD (�,DB�) W.48 cm O.C. STRUCTURAL FASTENERS. AND A 1/4• DIAMETER BR FOR THE SIDELAP CLENUNCE HOLES CLEAN METAL RUNGSOFFPANEL SURFACES AFTER DRIWNG TO AVOID RUST STAINS. RAKE FLASHING THE TEMPLATE SHEET SHOULD BE LAID OUT W ACCORDANCE WITH THE BUILDING ERECTION EAVE STRICT DRAWINGS. SINCE PRE-DRIWNG WILL 'HAND' THE SHEETS T IS NECESSARY TO SELECT THE NOTE:. - END OF THE BUILDING FROM WHICH THE SHEETMG IS TO BEGIN.. PRIOR TO DRIWNG THE EAVE CLOSURE FLASHING FIELD TRIM PANELS AS TEMPLATE SHEET T SHOULD BE CHECKED FOR PROPER HOLE LOCATIONS AGAINST THE REQUIRE] AT CORNERS. BUILDING FRAMEWORK. BE SURE THERE IS NO SAG IN THE PURUNS OR GILTS. ,. TRIM FASTENER(S) OPEN WALL�I pWpALL X 3/4AT • i14 PANEL RIBS EAVE PORT _ WALL TRIM FASTENER(S) PRE-ORILLE) TEMPLATE SHEET SH NG 14 / 60.96 O.C. OUTSIDE CLOSURE i' -C tS.C. AT PANEL RIBS em G� NIEEOORUNE I (SEE SECTION AT EAVE) �- RA01 l_ CR Occrtac saav cvla. GABLE MEMBER - • SEE FASTENER LAYOUT WCOS AR GIRT WALL PANE. STACKED SHEETS TO (SEE NOTE 5) 'J' FLASHING—)? WAIy MAIN FASTENER(S) BE DRILLED FJ15-LENGTH /12X1 1/4 1'-0' O.C. WALL TRIM FASTENER(S) #14 X 3/4 2'-0' O.C. AT PANEL SIDEAPS - - - KEEP ENDS OF PANELS ALIGNED PRE —DRILLING FOR FASTENERLOCATIONS WCOS" _ CORNER FLASHING DETAIL (OUTSIDE) AT OPEN WALL TRANSITION WC21 B LONGSPAN III WALL PANELS AB LONG SPAN III WALLS I AB - _ WAAL21Xti IN FASTENER(S) _. _. --- ----- — — ---- --- --"__- - pp 1 4 9'-0 D.C. THE PANES 1' OR 2' IS ROUTINELY DONE TO MATCH PANEL WITH THE BUILDING BUILDING ID AND LENGTH. ON THE AST PANEE THIS IS GONE WITH THE LAST PANEL INSDRAWIN ON THE ENDWALL THIS IS GONE AT THE WOGE AND WILL BE NARKED ON THE ERECTION DRAWINGS NDWAI RIDGE RIU`- EANGLE <Td M-20 GENERAL NOTES: J�l. , nor EDP. m aR aue ox To cRrs m uK mm�s FAM6f ro Aoaa; To ms v�Vniax wr R:snT w A IN A CROWD OR STRETCH PANES *SUGHTI�yCOVER GAS E NECESSARY TO MAINTAIN 7'-0' COVERAGE PER PAREl. 2. PANES MUST BE INSTALLED SQUARE WITH BUILDING FRAME ' 3. PANE. SOEAPS STITCHED 2'-0" ON CENTER WITH #14 WALL FASTENERS. 4. USE TOUCH UP PRIM WITH AN ARTIST TYPE LONGSPAN III PANES BRUSH. DO NOT USE AEROSOL TYPE PRINT - FOR TOUCH UP. 5, GIRLS IRE TO BE BLOCKED TO MAINTAIN VERTICAL ' CORNER FLASHING BASE ANGLE CORNER GIRT FLANGES. FAILURE TO MAINTAIN VERTICAL GIRT NOTE: FCR-LENGTH FBC-I FLANGES WILL CAUSE DIMPLING OF PANELS AT ENOWALL PANELS SHOWN, SIDEWAUS PANELS SIMILAR SCREW LOCATIONS. LONG SPAN III SHOWN; ARMITECTURAL 111 h ARCHITECTURAL V RIB SIMILAR. PANEL BACKLAPPING WC75 TYPICAL CORNER DETAIL AT PANELS WC20 LONG SPAN III WALL PANELS AB PERMIT USE ONLY ARCHITECTURAL III, ARCHITECTURAL. V RIB OR LONG SPAN III WALLS AB NOT FOR CONSTRUCTION NO. REVISIONS MADE CKD I DATE ENGR DATE NO. REVISIONS MADE CKD GATE ENGR GATE DRAWING SUBMITTAL srAnrs SCA[E. NONE DATE - HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC - AMERICAN BUILDINGS COMPANY [ 7. FOR CONSTRUCTION PERMIT o [.) FORPERMITORSY FOR PRELIMINARY DRAWN BY. JEF 04/03/12 -FOR CHECKED BY: Ti 04/04/12 DESIGN APPD W.- I CMC 04/04/12 DRAWING: 11645101 SED-008 NUMBER REVNO. 0 CAO BY: TJ 04 03 12 06:55:06 Vc. 3S7 ��� a F•i' .. . CLAMP AND WOOD BLOCKING BY OTHERS (SUGGESTS) FASTENER 1 SEQUENCE I WALL. FASTENERS MISCRLINEOUS FASTENERS SPECIAL CONDITION FASTENERS 1�j6 cLam®N !>� IIFSGB�ftl In Y 1 IH 91F MAIdC LV0]N SIEIl M] TEST➢ A, RUEf YVIX nn lux 1 11/4mM ol✓Q1YVE GWB'JN S ] xF1➢ M V 0t lM /�I]MI 1/s SbN elacwml Y DI M % III 1/� �4 M90F VPS M0 FL19Y16 AdKdffiI Ai Q90EI➢ WEIRS TO VILID. COIMECIYIN$ NEATEN LI. YYn WOS. ElC ANI) W TO]I® /411] Am � TO .Vm gllfpf 1/1] flFl➢ SIMICNNi ATLbdfNIS Q'S"'ED"j/15 pWElfp AIWT WM VA91FA I>� 41F pALXE CO➢N LLVO01E Xq IiFM 1,, N0. SRV-1 112 ] 1 IA lA3 FASTENER WIXOUf VA91EA YY0( W.. /1iY1 1/] $OW' _ -, 56F N✓DI➢f. CADaTN SIFIl XEY IMM FASIQSR INpw Y151YA �(m ➢m 54)F4GHf SHIP ONMCW6 YYIX X0. xx1.1/] 9p1! Tfi T� sccr ro smunawa cannm,arsG (� s�7 uuaC mRs. u1c fsm. mlrwasss avAirx lxu, Ip• ' FIE]➢ SIRWNRII ATL�G WENS FN%] tldWNG C4LIi YA1bYNE XFY XFM 141EiI141 OIC W✓WY S1FII. XFY l�♦m FA51FT2R YlMplf MA9R1( NFL➢ FASIF]1FR MIIM VM196V 11G Y 1 1� MARK M-/14Y1/4 4INI YYK n0. nn G},STIGI mi UPPNG NABfN SIFIl MY XFIJ FASIFHER WM. vu9YA e®Ir�m PAYEL RIIK fLpYLTIXS. N c m e�sAWn YBTN .VL9 YWIOIs YVIX NS /IUt, ,n $IKKi F1 CIANE17O6 NUI NXFA 91E£f M s¢Lr W/WEWO6 - PArms m Ooao sNelrnwE U/t IIF% x1n sxAxT IvnvRFn7 NOTE All HEX HEAD SIZES SHALL REQUIRE A 5/16- HEX SOCKET UNLESS NOTED. _BASIC PARTS AND PIECES. _ WC61.. LONGSPAN WALLS - AB BUILDING STRUCTURM LINE (GIRT LINE) 1 1]/32 WALL MAIN FASTENER(5) BLOCKING fhi'-O i/4 111 1'-0' 0 C. ^) @[LONG SPAN Na / PANEL aP1%TIC' qk NAIOR RIB (OVERLAPPING RIB) OH SIIN2 FM M /NS M TVI IWFLWIWN Y.AY 'I flLLLT N A 43tlFJ5 MP 16 I •I BLANKET INSULATION (BY OTHERS) LONG SPAR PANE. •yy--���^ (TD'P. U.N.) GEARING- 014NPPINC RIB RIB E0. EQ. 1/8.0 HOLE LONG SPAN NI PANEL LAP AND PRE -DRILLED HOLE DETAIL LONG SPAN III PANEL SHOWN. MULTI RIB SIMILAR III PANEL SHOWN, MULR-RIB, k Y RIB PANELS SIMILAR SPREADER BAR wEtt N¢C- - _ - - _ - - STAr -MU—.6A n OF L6N_ _ -- - - _ _ F6NG Y0.f0 TES£ W1WE DEVICE ff 9Jff TO nQP IVMS NIG TEST CIFM V YPRY LMIIS DUAL 'A' RIGID FRAME. PURUNS BLOCKING (TO PREVENT PURUNS PACKAGE� FROM ROWNG OVER UNDER. WEIGHT OF PANEL PACKAGE.) PURUN DETAIL A'� TO FACILITATE THE HANDLING OF THE ROOF PANELS, PANEL BUNDLES CAN BE LIFTED AND PLACED ON THE ROOF IF LOCATED AT A RIGID 'FRAME AND WIDL BLOCKING IN PUCE TO PREVENT THE PURLINS FROM ROLLING. OVER. DO NOT SLIDE BUNDLED PANELS ALONG HOOF FRAMING. WHEN LIFTING BUNDLED SHEETS, MAKE CERTAIN THAT THE BUNDLE IS ADEQUATELY SUPPORTED. AS A RULE WHEN UFTNG, NO MORE THAN 1/3 OF THE LENGTH OF THE PANEL SHOULD BE LEFT UNSUPPORTED. REFER TO ERECTION DRAWINGS FOR THE ROOF PANEL MARKINGS AMID STAGE BUNDLES ACCORDINGLY. THIS WILL MINIM12E PANEL HANDLING AND. SPEED THE ERECTION PROCEDURE PANEL STORAGE ON ROOF RC54 AA 1/4'_ BUILDING STRUCTURAL UNE (GIRT LINE) MAIN FASTENER(5) 1/4 O.C. BEARING RIB ARCH. MN7 OVERLAPPINGOYP. U.N.7 j � B EO'-F EQ. 1/8-0 1/8.0 HOLE ARCHITECTURAL PANEL LAP AMID PRE -DRILLED HOLE DETAL PRE -DRILLING OVERLAPPING RIB FOR STITCH SCREWS AS SHOWN WILL -INSURE. AL. SCREWS ARE ALIGNED. NOTE] TO AVOID DIMPLING 00 NOT OVER TORQUE SCREWS. ROOF AND WALL PANELS BUILDING STRUCTURAL PRIOR TO WALL SHEETING ALIGN WALL GIFTS AS SHOWN IN GE00/AA. LINE (GIRT UNE) INSULATION (BY OTHERS) IF REQUIRED, SHOULD BE'INSTAIm PRIOR TO THE PANEL INSTALLATION AND CONTINUED IN THE SAME MANNER AS SHI=NG ARCHITECTURAL Y RIB. PANEL PROGRESSES ALONG THE WALL INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND ALIGN THE PANEL. RIB WITH THE STRUCTURAL OR GIRT LINE AS.'SHOWN rt IS EKIREMELY USE ASPIRT \l LEVEL TRANSIT ON EACH PANEL H IS RECOMMENDED THAT A SMALL FASTENER(S) WEDGE/SPACER BE PLACED UNDER THE PANEL AT THE APPLY /S 1/4 STELE THE WALL PANEL OVEM THE INSULATION AND INSTALL WALL FASTENERS AT N WALL O.C. AND STRUCTURAL WALL MEMBERS BEGINNING WLTH THE TOP MOST D PROCEEDING DOWNWARD (BEE SUGGESTED HUNG FASTENER SEQUENCE). R SEQUENCE). PAN REMOVE THE WEDGE/SPACER BEFORE ATTACHING PANEL AT BASE ANGLE GS1_ NOT ERECT PANEBY ING TO THE MTDD� OF ARCH. V RIB PANEL 'OIL (TYP. U.N.) THE PANEA WIS PROCEDURE PROMOTES CANNING, BEARING RIB INSTALL.THE NEXT PANEL BY SIOELAPPING THE RIB WTH THE FIRST PANEL (AS SHOWN). CHECK FOR'PWMSNESS, AND FASTEN THIS PANEL IN THE SAME OVIIRUPPING RIB MANNER AS THE FIRST PANEL CONTINUE TO SHEET THE WALL USING THIS PROCEDURE CUT PANELS AT DOORS, WINDOWS, LOUVERS AND OTHER WP11 OPENINGS AS REQUIRED. EO E0. SHEERING CAN USUALLY BE STARTED FROM EITHER END OF THE BUILDING AND CONTINUED EITHER IN THE DIRECTION OF LEFT TO RIGHT OR RIGHT TO LEFT 1/8.0 HOLE AS SHOWN. HOWEVER BY APPLYING THE SHEETS TOWARD THE DIRECTION OF ARCHITECTURAL V RIB PANEL LAP THE PREVAILING VIEW. THE OVERLAP LINE AT THE SIDELAP OF EVERY PANEL WILL BE LESS VnSIBLE THE SAME PRINCIPLE CM BE APPUED WHERE HEAVY AMID PRE -DRILLED HOLE DETAIL PREVAILING WINDS OCCUR BY PLACING THE LAPPED EDGE ON. THE LEEWARD SIDE (DOWNWARD SIDE) OF THE PANEL RIB. WALL PANEL INSTALLATION WC64. LONG SPAN III, ARCHITECTURAL III. ARCHITECTURAL V RIB, OR MULTI -RIB WALL PANELS AB GMVMII PROVIDE ERECTION PERSONNEL WHICH MERE CAUTIOUS THE STAN IS USUALLY SUPERFICIAL AND HAS LITTLE EFFECT ON THE APPEARANCE OR SERVICE LIFE OF THE PANELS AS LONG AS T IS NOT PERMITTED TO REMAIN ON THE PANELS. HOWEVER. MOISTURE IN CONTACT WTH THE SURFACE OF THE PANELS OVED AN EXTENDED PERIOD CAN SEVERELY ATTACK THEIR FINISH AND REDUCE THEIR EFFECTIVE SERVICE LIFE THEREFORE, T IS IMPERATIVE THAT ALL PANELS BE INSPECTED FOR MOISTURE UPON RECEIPT OF THE ORDER IF MOISTURE IS PRESENT, DRY THE PANELS AT ONCE MID STORE IN A DRY, WARM PUCE IF POSSIBLE WHEN HANDLING OR UNCPATING THE PANELS, UFT, RATHER THAN SLIDE THEM APART. BURRING EDGES MAY SCRATCH THE COATED SURFACES WREN SHEETS ARE BUD OVER ONE ANOTHER NEVER ALLOW PANES TO BE WALKED ON WHILE ON THE GROUND. ROUGH AND IMPROPER HANDLING OF PANELS IS INEXCUSABLE AND A PRIME EXAMPLE OF POOR JOB SUPERVISION. CAUTION: PANELS ME SLIPPERY. OIL OR WAX THAT HAS BEEN USED ON THE ROOF AND WN.L PANELS FOR PROTECTION AGAINST WEATHER DAMAGE WILL MAKE THEN A VERY SLIPPERY WALKING SURFACE. WIPE DRY ANY OIL THAT HAS PUDDLED FROM BUNDLES STORED ON A SLOPE DEW, FROST OR OTHER FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS. PANEL STORAGE NOTES RC95 it AA Y STATUS Ix. SCALE' [ ] FOR CONSIRUCIION DRAWN I [ I FOR APPROVM CJIECI� [�) FOR PERMIT ONLY L I FOR PRELIMINARY DESIGN NONE I DATE HARBOUR RIDGE PROPERTY OWNERS AS s 1 04/03/12 12600 NW HARBOUR RIDGE BLVD. Ti 04/0 /j2 PALM CY, FL Y: CMC 04/04/2 RICHARD K. DAMS CONSTRUC 11645101 SED-009 ROO7EOOF FASTENEfl S CUP GUTTER CLIP COVER TRIM OW EENSUREEARATBTACHMENT OF SCREW TCGC THROUGH EAVE SUPPORT TRIM (REQUIRED AT oN TAPE MASTIC • » _ --- ------- _ ((PLACE UNDER CUP) ]/4 TM GURFR'CUP ___ 3' LENGTH CGB_ � _ 3'-0' O.C. VARIES ROOF PANEL FD IN FLAT OF PANEL { _ EAVE SUPPORT TRIM • ROOF FASTENER(S)(A� I TM'E 1 PER GUTTER CU SAVE STRUT SEE CHART BELOW FASTENER (A) CURTER �OPRORAL MUST BE • TGTI PRE -INSTALLED • GUTTER CUP STRUCTURAL FASTENER(5) GC -A _ /12X1 1/4 ' 3'-0' O.C. 1'-0' O.C. EAVE CLOSURE FVSHING BOND RIVET - WALL MAN FASTENER(S) • r • TFOS_ 1/8 RIVET /12X1 1/4 • EXTEND FIASHING'AND 2-O' O.C. 1 5/16' 'J' FLARING 1 -O• O.C. FIELD WORK AS REOUIRED FSJI-LENGTH TO CREAM ENDCAPS ROOF PANEL ROOF FASTENER (A) ROOF FASTENER (B) LONG SPAN 111 LAP 14 X 3 4' #12 X 1.1 4' LOC.SEAN (LOC) 1 #14 X 1' #14 X L STANDING -SEAM (SIP; S3P) 1 #14 X Y 1 j'14 X 1' ROOF FAVE CLOSURE RJ 1. WALL SULATION SULATION EAVE SUPPORT FLASHING TFSE CAUL( BOTH SIDES OF FASTENER SDHH STANDARD GUTTER DETAIL AT OPEN SIDEWALL.. _EA01 INSIDE CLOSURE CAULKING DETAIL 1 EAO1 EAVE SUPPORT FLASHING ATTACHMENT EA10 AG LONG SPAN III SHOWN - ARCHITECTURAL AND V RIB TYPICAL BA MCHTEMRAL AIL ARCHITECTURAL Y RIB OR LONG SPAN III WALL PANELS AA ALL ROOF PANELS EAVE CLOSU WALL STEP 1. SEE INSTRUCT10N NO,STEP I SEE INSTRUCTIONNO. TFEP 3. SEEJVlt:UCTIOSEE NOTE SEE NOTE SEE NOTE A t INSTRUCTIONS 1. PRIOR TO SHEETING THE ROOF OR WALL, THE STRUCTURAL FRAMING MUST BE SOUME AND PLUMB. 2. BLOCK OR SUPPORT THE GIRTS AND EAVE STRUT TO PREVEM THE SUB FRPIJING FROM SAGGING. BLOCKING MUST BE USED BETWEEN ENDWA.L COLUMNS AND SIDEWALL COLUMNS AND SHOULD REMAIN IN PLACE UNTIL ALL WALL SHEETS ME INSTALLED. 3. PLACE THE SAVE SUPPORT FLASHING ON THE EAVE STRUT, LEAVING AN 1 1/2' OPENING BETWEEN THE OUTSIDE FACE OF ME EAVE STRUT AND THE INSIDE OF THE SAVE SUPPORT FLMHING. TA 2 X 4 WORKS WELL TO OBTAIN THIS SPACE). THE 1 1/2' AT EAVE AND MUST BE INSTALLED WITH ROOF PANEL 4. INSTALL THE ROOF PANELS ACCORDING TO THE APPROPRIATE MANUAL AND/OR ERECTION DRAWINGS. REMEMBER THE PANEL OVERHANG DIMENSION IS USUALLY FROM THE FACE OF THE SAVE STRUT AND SHOULD BE MEASURED AS REQUIRED BY THE ERECRON DRAWINGS. 5. WALL PANELS AND INSULATION MAY NOW BE INSTALLED. SECURE THE INSULATION TO THE FACE OF THE EAVE STRUT AND BASE ANGLE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. SLIDE ME WALL PANEL BETWEEN THE EAVE STRUT AND EAVE CLOSURE FLASHING, PLUMB THE PANEL AND SECURE WITH THE WALL FASTENERS. FASTENERS MUST BE INSTALLED BELOW THE EAVE TRIM. 6. INSTALL THE PANEL CLOSURES AND SECURE THE EAVE CLOSURE FLASHING TO THE WALL PANELS. 11/4. NOTE: REVIEW EAVE TRIM DETAILS IF RANGE ROCK GUTTER IS TO BE 11/Y USED AS THIS OPTION CHANGES THE LOCATION OF THE MASTIC. / 1/Y J/4�J T J/1 1/Y rANEL Ncw ( 'I In�iorH'T sscvmn /Y mil�sm�Mnlur ALONG SPAN III PANEL ROOF TRAM FASTENERS) �� `��� XX��� —TAPE MASTC SAVE CLOSURE FLASHING— SAVE SUPPORT FLASHING NOTE. INSIDE CLOSURES OMTED FOR CLARITY. EAVE STRUT FASTENER INSTALLATION AT SAVE 1 EA26 LONG SPAN III ROOF IBA NOTE: SHADOW PANEL INSTALLATION SHALL VARY FROM ME DUALS SHOWN. SEE THE SHADOW PMEL ERECTION DRAWINGS FOR FASTENER AND FLASHING DETAILS. ROOF SHEETING PRIOR TO WALL SHEETING INSTRUCTIONS EA7 1 • AA PERMIT USE ONLY - NOT FOR CONSTRUCTION NO. REVISIONS MADE CK D DATE ENGR DATE NO. REVISIONS I MADE OK D DATE JENGRI DATE DRAWING SUBMITTN4 STATUS I SCALE: I DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. pgLM CY, FL RICHARD K. DAVIS CONSTRUC AMERICAN BUILDINGS COMPANY [ 7 FOR CONSTRICTION [) MR A=F T O (.) FOR PERIrt awx [ ) F011 PRELIMINARY DRAWN By. JEF oa/03/12 aua® BY: TJ o+/04/12 oEmw APPD er: MC 04/04/12 _ DRAWING.NO NUMBER' 11645101 SED-010 D CAD BY: TJ 04 03 12 06:55.H)7 vEN. 3R1 • TAPE MASTIC 1/2 TM (NOTE MASTIC LOCATION) EWE CLOSURE FLASHING BLIND RTVE(S) _ TAPE MASTIC [[CONTINUOUS 'PIGTAIL' MASTIC TO JOIN 1 1/2�tE AT PANE7. SIOO.APS) CONTINUOUS SEALING RUN OF 1/2 TN ROOF FASTENER(5) - Jy MASTIC UNDER RAKE FLASHING SAVE SUPPORT BASHING ROOF TRIM FASTENER(S) TAPE 1/NASRTM TFSE(T) (PANEL NMAIOB)RIB I �I �SEEXDETAIL SORF (NOTE MASTIC LOCATION) INSULATION LONG SPAN III '* '""' FIELD CUT (BY OTHERS) PANEL ": B SECTION OF I BACKUP FLASHING \ \\ WALLi?k... FEB-10.0 EAVE CLOSURE BASHING .. PANEL TFOS_ STRUCTURAL FASTENER(S) \.. `3�1 MASTIC V.. - MASTIC EXTENSION BLIND/BIVET� WALL MAIN FASTENER(S) FAVE SUPPORT.. INSIDE CLOSURE EAVE STRUT ` 'J' FLASHING .. EAVE STRUT ' TINE. CLOSURE FIISHMG. I � FSJI-LENGTH RPl(E'TR1-1152 A r `� TAPE MASTIC (CONTiNCUS TOP CLOSURE) L1/4.0 URE E CAULK PRIOR TO THE INSTALLATION OF THE FIRST ROOF PANEL. THE SDEWALL FLASHING AND ENOWALL 1/2 TM ITS FLASHING/SHEETING SHOULD HAVE BEEN COMPLETED AND THE ROOF INSULATION STARTED. START MASTIC LOCATION AT THE EAVE IS CRMCAL TO ENSURE A A LINE OF 3/4" % 3/16' TAPE MASTIC DOWN THE EAVES AS SHOWN ABOVE LEAVE THE PAPER WEATHER RGM SEAL, THE SIDELAP MASTIC NUSf EXTEND BALKING ON THE TAPEUNTILTHE ROOF PANEL IS READY TO BE SECURED. OUTSIDE CLOSURE DOWN FROM THE TOP OF THE RIB TO THE MASTIC ON � BLIND' RNET THE EAVE CLOSURE THE MASTIC EXTENSION MUST SPLICE 1/8 RIVET INTO THE EAVE MASTIC. MASTIC AND INSULATION APPLICATION AT EAVE RET28 . EAVE MASTIC DETAIL AT PANEL SIDELAP EA29 RAKE FLASHING FL02. LONG SPAN 11 ROOF WITH OPEN SIOMALI_ I BO. LONG SPAN III ROOFS I BA LONG SPAN IT BA NOTES: 1. ROOF FLASHING LAPS SHALL BE SEALED WITH 3/4 X 3/16 TAPE MASTIC. 2. FIELD CUT BACKUP FLASHING, FE13-10.0, AND REINFORCE FLASHING ENDI.APS AS INDICATED ON THE ERECTION DRAWINGS. •. FEB TS INTENDED AS A BACKER PLATE TO PREVENT LAP SCREWS FROM BACKING OUT. STOP ALL FES SHORT (INBOARD) OF MASTIC, CLOSURES AND SUPPORT MEMBERS UNDER FLASHING. _ FEB EXTENDED INTO THESE AREAS WILL INTERUPT THE GASKET CREATED, BY THE CONTINUOUS MASTIC APPUCATION. ADJUST FIELD CUT FEB LENGTHS AS REQUIRED. 3. PREDRILL 1/4"0 HOLES AT UPPER AND LOWER FLASHING FOR #14 FASTENERS. DO NOT PREDRILL BACKUP FLASHING. 4. ALL FLASHING LAPS SHALL BE TWO INCHES. 5. VALLEY GUTTER LAPS SHALL BE SEALED WITH 2 % 3/16 TAPE MASTIC AND SHALL BE STITCHED WITH #14 ROOF FASTENERS TWO INCHES ON CENTER. QUANTITY WILL VARY WITH GUTTER SRE. B. FOR FLASHING LAPS NOT SHOWN, USE THE FOLLOWING AS A GUIDE: • TOP SIDES OF FLASHINGS THAT ARE EXPOSED TO ROOF CONDITIONS, USE /14 ROOF FASTENERS THREE INCHES ON CENTER THROUGH MASTIC, AND FIELD CUT FEE-10.0 (IF SPACE ALLOWS). • ALL OTHER CONDITIONS, USE 1/8 INCH BLIND RIVETS THREE INCHES ON CENTER. FLASHING LAP GENERAL NOTES FL06 li _.. AA ROOF ROOF k WALL PANELS TAPE NAS11L CNTITED FOR CLARITY. 1/2 TM GULK CTS DIEDFR_-FORMED RI DCE (2) 1/{'0 BEADS GABLE 2EE �L3 WE FLASHING millim W � ROOF TRIM FASTENER(S) NER(S) 0RPXRE004 E SUPPORT FLASHING (5 ) RARE CAP TRCL_ FASTENER AND WASHER OR OTHER MEANS (BY OTHERS) WORD MAY BE USED TO ATTACH _ INSULATION (BEFORE EAVE CLOSURE FLASHING IS ATTACHED) NOTE: ROOF PANEL7 FOLD INSULATION BACK ONTO J_---- ___ ----- ITSELF FOR COMPRESSION ----- BETWEEN EAVE STRUT AND I __-_ ROOF PANS- R MUST NOT BE ___ _- -- EXPOSED TO THE WEATHER. -- INSULATION EAVE CLOSURE FLASHING—, ` EAVE STRUT EAVE SUPPORT FLASHING DOUBLE SIDED TAPE (BY OTHERS) FSE-1 OR TFSE TO BE USED TO SECURE INSULATION. WALL PANG � 1 TRIM INSULATION AND FIASNIOR �i TURN VINYL BACK. INSULATION �� MUST NOT BE EXPOSED TO WEATHER. STANDARD GUTTER VJ FLO9 SUGGESTED INSULATION ATTACHMENTS AT EAVE F INO1 AA I AA BLIND RIVET _ 1 RIVET ( 4REQUIRED) RAKE_ DETAIL _ RA02 I RAKE CAP INSTALLATION RA03 LONG SPAN III ROOF PANEL BA LONG SPAN Ail ROOF W/DIE FORMED RIDGE BA PERMIT USE ONLY NOT FOR CONSTRUCTION nu. HENSIONS MADE cN-v I DATE oGRI DATE I NO.1 REVISIONS IMAULICKIJI UAIE jtm.Kl tale I DRAWING 6UUMRTAL ISCALE NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS n"T'n [ 1 FOR CONSTWJCNON DRAWN Br: JEF 04/03/12 12600 NW HARBOUR RIDGE BLVD. [ ] FOR APPROVAL [�] FOR POW ONLY CHECKED BY:j TJ 04/04/12 PALM CY, FL AMBUILDINGS COMPANY ERICAN C 1 FTM PRF1D@YRY oEStGN APPo Br: cMc o+/aa/12 RICHARD K. DAMS CONSTRUC REVNO. DRAWING. 1 1645101 SED-01 t NUMBER' 0 CAD BY: TJ W 03 12 OSSS:W Vu. 38.1 WE FLASHING ROOF TRIM FAS414M S ` RAKE SUPPORT ,WALE 1 1/1• YA1L BLIND RIVETS GUTTER ENDCAP EOUIRm REQUIRED (J) R RSA -1 ��' � 1 e)RNEf Yd UNIVERSAL RARE IRIN �. RAKE ENDGP T s ALIGN WITH CAVE SEAL. T 'CORNER ROOF PANEL RAKE FLASHING : ' CATC�L ROOF MAIN FASTENER(')) i i i�`'ciiii]:i:E° AAPMY LL AROUNR�i1PNE CAULK #12 X 1 1/i 6 O.C. I /'�`�.3r iEvdL:::iiiC:: 1 40 BEAD / • ,,J+'" - 0T TO PASS TI/ROUGN PURfIN':"':'i / rj: GiS ...... �: . THE MASTIC GUTTERF:?iF: �� 3/4 TM ` TAPE MASTIC1/2 __JCL . URETHAN TM BEAD URETHANE CAULK 1 fo BEAD Grs I 7 GY BUND RIVET; tea. i (12 R ..I' _ ___ _ /8 UCPAP� RAKE SUPPORT FLASHING • """ I _____ ____ BUILDING CORNER ' - B'RNEf J. i BURRING CORNER (SEE NOTES) (10 REN09D. PER (SEE NOTES) SUP ANGLE CUP - NOTES' 1/8 FOX I PURUN (1) PER PURUN 1. START AND STOP GUTTER AND RAKE FLASHING AT BUILDING CORNERS AND AUGN WITH OUTSIDE I - CABLE 2EE RAKE mow `` EDGE OF WALL PANEL AT CORNERS. ``` TRECz 2. THE FIRST 10 FEET OF THE RAKE FROM THE CORNER SMLn� WALL PANEL NOT SHOWN PART A• SHOULD BE. TEMPORARILY. ATTACHED TO ALLOW: ADJUSTMENT p]0R5 shun /J.YK.11fM STRUCTURAL FASMNM(ST FOR CLARITY RAKE MDCAP WHEN INSTAUJNG THE CORNER BOXES. PERMANENTLY ATTACH eas.MFllwma<Irt*AL { !! THE RAKE AFTER CORNER BOXES ME INSTATED. � M aww m'is (A PER CL-21 PART T3• CORNER CAP BOX. INSTALLATION'. RA04W RAKE DETAIL RA05. UNIVERSAL RAKE ENDCAP-.INSTALLATION. __ RA70 LONG SPAR III ROOFS (UNIVERSAL RAQ) AA EXPANDED NEW OF RAKE CONNECTION / LONG SPAN III ROOF BA - HEFT HAND SHOWN - AA • ROOF STITCH FAsTFNER(S) ROOF MAN FASTENER(') -ROOF PANEL E /12 X 1 4/4 SEE OETNL A P T /14 X 3/4 O.C. (SEE NOTE) 1' 0. O.G NAIOR RIB ROOF MAN FASTENER(') /12 X 1 1/4 (W. STITCH FASTENER($) (Typ. AT PMEI, SIOELAP$1� 3 A" 1• /4 X TYP F E NER YO FDI AT INIERMTE PLR NS 1 -6' O.C. 1 ALL AREAS ON ALUMINUM COATED PANELS THAT REQUIRE MASTIC SHOULD, BE WIPED CLEAR - - ROOF SWCH FASTENER(S) UPPER PANEL _ I WTH A MILD ALL _ PURPOSE OETERGENT CLEANER BEFORE MASTIC APPUCATION. .1T- - - PANELS. #14 % 3/4 fI�4J O.C. (SEE NOTE) 1 I i PANEL RUNS EXCEEDING 45 FEET IN LENGTH MUST BE MADE WITH TWO OR MORE I INSTAL ACONTNUOUS RUN OF MASTIC ALONG THE. LENGTH OF THE ROOF WHERE THE PANEL - ROOF MAN FASTENER(S) ENDLAPS OCCUR AND ALSO ALONG THE LENGTH OF THE PANELS WHERE ALL SIDELAPS OCCUR LOCATE0'-6. O.C. FOR FIRST 5--0• FROM EAVE FOR ICE AND DETAIL •A• THE MASTIC - 1/2 TM I j12 % 1 1/4 I I /12%1 1/4 ROOF FASTENERS THE PANEL SIDEIMS WTTHIN ME DETAIL AT LEFT. I AMN`DSHOWN 14SESTTCH ROOF FASTENERTHE ENDLAPS S. _ SNOW COMMONS. OYP, AT SIDELAPS) r1ve - ROOFMA FASTENERS) ROOF PANEL ' SEE DETAIL •A' TAPE MASTIC I MAIOR RIB 1/2 TM I. POEALONGG 1 PANELS AT SIOELAPSJ - TAPETMP.SIIC - - - LOWER PANEL 1( CC0022NTN000S ALONC PANELS AT SIDECARS) ROOF MA(H FASTENER(5) PURUN SHOWN. w xm slTv 0x we or vum. AWAITS sm ax TAT savA¢. ro xm srw w vAxOs IMl Pvur ¢Q1R♦D 314 X 3/4 ROOF PANEL BAR JOIST SIMIWi LONG SPAR RI PANEL wm PA51FNas SEE DETAIL •A• I "OR RIB seen PPFC411i0N: lM MOf STEP ON PNFLS NIIL %p1Y SEMSp MX FASIQRI6 I TYPI AI FASTENER !LAYOUT AT EAVE FASTENER LAYOUT RC05 ROOF PANEL ENDLAP -RC06 EAVE - 13 T2E MASTIC PANEL LAP DETAIL RC07 _ (COMINUOUS ALONG LONG SPAR III ROOF BA PANELS AT SIOEONG LONG SPAN III ROOF - BA LONG SPAR III/MULTI-RIB - BA ROOF MAN FASTENER($). ROOF STITCH FASTENER(S) ROOF MAN FASTENER(S) (TYP) ROOF NAN FASIENER(5) (TIP) 12%1 1/4 LONG SPAN III PANEL- GYP. AT PANEL SIOELAPS) /12X1 1/4 MASTIC LONG SPAR III PANEL 8• MINIMUM 1/2, TM 1'-0. O.C.LONG al ROOFIY UI-ATJONOTHER) �OF NB FASTENER(S) SPAR III PANEL PER BEARING (BY OTHER') LONG SPAR III PANEL j14 X_3/4 RIB - OVERLAPPING ____ __________—_____ RIB i ry TIC (COW.) ' 1/2. i1 I ROOF MAN FASTENER(') I 11 e PURUN GABLE 2EE 7 I Ii e i ENOWALL RAFTER it l " a I i a THE FIRST RUN OF PANELS IS NOW READY TO BE INSTALLED. BEGIN WTH THE SAVE PANEL INSTALL THE FIRST EAVE PANEL WITH THE CENTER LINE OF THE OVERLAPPING RIB EVEN WTH THE END OF PURUN LONG SPAN III PURUN THE PURUNS. UNLESS NOTED DIFFEREWLY ON THE BUILDING ERECTION DRAWINGS, EXTEND THE LOWER PANEL END 3• PAST THE A STRING UNE EXTENDED OUT FROM THE EAVE STRUT TAPE MASTIC (COW.) WILL HELP KEEP THE LINE STRAIGHT. UFT Ill LOWER END OF THE PANEL ENOUGH TO REMOVE THE .1/2 TM EAVE TRIM PAPER BACKING FROM APPROXIMATELY 3 FEET OF THE MASTIC ALONG THE TOP OF THE INSIDE. CLOSURE AT THE EAML PUSH DOWNWARD ON THE PANEL AT THE MASTIC LOCATION TO INSURE THE ' ZEE MASTIC, CLOSURE AND PANEL ADHERE TO EACH OTHER AND FASTEN THE PANEL WITH ROOF ZEE GABLE �� ((8• PURUN') FASTENERS AS SHOWN' - MASTIC DETAIL AT PANEL ENDLAPS AND SIDELAPS RCOS NoTE: 85G6-20.0 (B 1/2- PURLING) FIRST PANEL INSTALLATION RC11 INSIDE CLOSURE LON 12G6-20.0 (12• PURUNS) LONG SPAR 111 ROOF PANELS BA NOT SHOWN FOR SAVE STRVf CLARITY. - PERMIT USE ONLY NOT FOR CONSTRUCTION LONG SPAN 111 ROOF BA NO.1 REVISIONS I MADE CK 0 I DATE I ENVRI DATE N0. REVISION' I U40EI CK D I DATE JENGIRII OWING su unx- - 'GALE: NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. TAINTS CONSTRUC AMERIC4N BUILDINGS COMPANY .'r UOTION [ ] FOR APPIROVAL [.] FOR PERMIT ONLY [ ] FVH PImnWHAxr I DRAWN ETY.-I JEF 04/03/12 CHECKED er: TJ U4/04/12 DESIGN APPD W.- CMc 0/0/12 DRAWING. REVN°' NUMBER' ) 1 645101 SED-012 0 CAD Em. Ti o4 03 t2 ob:s5:t0 NOT. 3B1 NER(S) ME FORMED RIDGE INSTALLATION GE DIETHIS FORMED RIDGE KEEPING ARE TO BE IF MAllID AS EACH SIDE OF THE ROOF INSTALLED SHEETED. THIS WILL N S KEEPING BOTH SIDES OF THE ROOF ALIGNED. AFTER HAVING IASTAHO A RUN OF PANELS ON EACH SIDE OF THE ROOF: APPLY MASTIC L THE PANELS PS SHOWN AT LEFT. SET DIE FORME RIDGE PANEL IN PUCE AND INSTALL LAP R T PURLIN FASTENERS APPLY MASTIC ALONG THE TOP OF THE LEADING RIB TO PREPARE FOR THE NEMSIDEUP. TIC A III PANEL WN 14FXT13 4FASTENER(S) 1 HIGHSIOEEEEAHVE PUSHING I" I PANEL CLOSURE _ I/-M02 CONFlGURPTION) LONG SPAN III ROOF PANEL RIDGE FLASHING OR HIGH SIDE EAVE ATTACHMENT RC35 LONG SPAN -m ROOF - - - BA DIE FORME RIDGE SHOULD NOT BE USE ON BUILDINGS MTH ROOF PVJJES GREATER THAN 75' MOE Y ��iRxt6D SUETY RLLUmgn: lU UY TIE SIFFST N1U YMi M NT WI1K ON UNYCIIPFD EMS PflDpIC1A£ E131TKK1 T2WYQI6 DP PAVEL4 L RIDGE DIE FORMED RIDGE (9) F MAIN PA NEL L30`'R_ i #12X1 1/4 LONG SPAN 7tRUNPANEL I TAPE //22 TM 5 Cam') RIDGE PU ROOF TRIM FASTENER(S) /14X_ SDRF 3' O.C. UPPER ROOF MASHING �i TAPE MASTIC PIECE 'B' ft 3/4 TA LOWER ROOF MASHING PIECE A' i" BACKUP FLASHING EB-10A 'FlELD,CUT TO LENGTH =LENGTH REQUIREMENT DETAILS �• 'RIDGE/HIP;" RC331. RAKE/HIGH SIDE EAVE: FLO_-A 2' lAF HOLES MUST BE DRILLED PRIOR TO APPLYING MASTIC. TEMPORARILY LAP PIECE 'S' OVER PIECE 'A'. PRE=DRILL THE REQUIRE NUMBER OF 1/4'0 HOLES THROUGH BOTH 'A' K 'B' PIECES OF ROOF FLASHING BUT NOT BACKUP FLASHING. SUDE PIECE 'B' BACK ANO APPLY TAPE MASTIC AND BACKUP MASHING ON PIECE A' AS SHOWN. LAP PIECE 'B'"OVER PIECE 'A' BEING CAREFUL TO'.AUGN HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS ALONG ROOF CONDITION. DIE FORMED RIDGE INSTALLATION .RC30 RIDGE DETAIL RC31 SECTION THROUGH ROOF FLASHING LAP RC35A LONG SPAN III ROOF PANELS BA LONG SPAN III ROOF W/OIE FORME EDGE BA AA _ ROOF FASTENERS SPECIAL CONDITION FASTENERS THE LONG SPM1 III ROOF PANELS HAVE BEEN DESIGNED SO THAT BOTH SIDES OF A GABLED BUILDING Zap �j,2 x t I ♦ y 1 1/i /1]tlX 11/s CAN BE SHEETED SIMULTANEOUSLY. IF THE ROOF OF THE BUILDING IS SYMMETRICAL ABOUT THE 1116 PPwnN 5DF GmuID xV xF1D suxnwG mF ONwWG 10Y vAveR leiD 91F IXLWXG cNmax srE¢ xV IF/11 EDGE. THE SHEETING CAN BEGIN AT EITHER ENDWALL HOWEVER, IF THE BUILDING IS NOT FRS FASRSA •ITx YAVEA rwslwm c+m N491ER FISIEXFA WMDUI rAauA MMETRICAL ABOUT THE EDGE OR IF THE BUILDING IS SINGLE SLOPE FROM THE EAVE TO [AVM, $ uAra xa llVl 1/4 mGF KNUI NQ /IVI t/4 sGRPY UUK ND, jIM 1/4 mx THE SHOOTING MUST BEGIN AT THE ENP'NALL INDICATED. ON THE BUILDING ERECTION DRAWINGS. FlA�Ic RdM MDPE-fL11V♦D. wIIIIP RL N AVD DE-iNLO Alsretum GVtE MICE ATIMYiN11! RI RIIBMS PD)cE COWEmIRS um Em�F➢ aOiT WDCE cNMErnaM Aw FMIERD vrtir CCY swa uUt il5c. Anvilwrt. SIDEWNI ro m0cTURu mxMCIV¢ ro sTRImIwAI cmaNanua. /.Il➢r-fMlm It(pP' AMf NLWM1LY-IDM MLOr-fMIFD NDDFS DNLY. ARIu-rxc AlwsivasaD NDvs /I2 l I IH Lou LAVE PANELS F Dnul➢w OUT nEx xun PASIQffR WI1=1 VALUER IIPpFMIGnY m DILYMC M]I xFID IISrµDF . Q✓oLHG xF% W1L6A xEW iIBSdIMY GASiFA4. NxA y#114YT uMn xa /l VI 1/4 stwiu (SIkII (.WRIER I] 4l m a QIIF x / I / TU MO R9 UP ro AVD MSUOIM 1/a% /41 EIE uxa A1ruw.Dvr ro aw .nms ti ware 1/4'F •. wnr a Ian. .) �I �I112 1/16 DA .WTI P V' 1 �0pNA^roNMCTAI6. PLU9YH6 FAE AM P O. SIXIAP CttO1FYlIb6. MWMD X 1 1/11IX5 TO PMID. eaP.Eallaa..Y.V aIMA EWDEFD o PAVEL CaWEC11045 . v EtlV3U m N✓aldG U' ARBI 5(ER MM xw 9 ro 9IFET. osmE & s TO aan caR¢rn AIMI m�-W11Fa R IND ILYiXW-]WC MIII(�.D' ATm ILLY' S R6T. 17 m ff!H" w.slm aw M. IIVI 1/� SONMS PRS_ ® e ( 1/�• MISCELLANEOUS FASTENERS UPTM iwnum�x: IAJ uaF ANIAF ARAOPIFM ro e,A .ams. ruro xnEr t� PD'Y 1 In uua xa 1/e NAET mi TW G aMidYA1 =L HE, HED FAS '.1111 / RAW MGA90 NO. /2 SIINM N0. j10%11 MYtiFl 6M P/Nx5 TD X43 SfMImUI✓E p/a• xEv IYAp s0u¢r arwuaD) NOTE: ALL HEX HEAD SIZES SHALL REQUIRE A 5/i6' HEX SOCKET UNLESS NOTE.. BASIC PARTS AND PIECES RC61 LONG SPAN ROOF - _ BA s4rN vuUNwro sliE"PlEcunlore m xm mr aN I® GP DD nm mr Ox vMOss PM N'YA15 SIFT A Um MLY 441Y6D WM FAT SN FAmFx06. EXAMPLE L3P Y22I+4-Y30.0 30'-0' IN LENGTH 24 GAGE (22, 24, 26, A: 29 GAGE AVAILABLE) ONG SPAN sMETr PxECWIgR USE ®u MFPD.fD TE6iS HEDu1C ax AMAc INII IINIG LONG SPAN III PANEL TAPE MASTIC (CONTINUOUS AT EB SIDELAP AND ACROSS PANEL MOTH TO BE BACKLAPPED) 1/2 TM OVERLAPPING RIB OUTSIDE_,�'- (THIS RIB GVPANEQ REC--_� PESING PANEL- ERECTION OF THE LONG SPAN PANEL REQUIRES T14AT THE PROPER DIRECTION OF ITS APPUCATION EAVE `. BE NAPE THE DESIGN OF THE PANEL INCORPORATES A BEARING LEG IRO ITS LEADING EDGE WHICH PROVIDES. SUPPORT FOR PROPER NESTING OF THE OVERLAPPING RIB OF THE NEXT PANEL 1 THE INSTALLATION CI OF THE PANELS (SHOWN AT (.EFT) PROCESS FROM LEFT TO RIGHT. HOIVEMO J BEARING LEG- ` B (BEIN,ARING LEG `` UNLESS FIELD CIRCUMSTANCES DICTATE OTHERWISE, INSTALLATIONATHOVERLAPPING OF PANELS CAN PROCEED ERON ISSACMA DON SUPPORT TOGSGIVES IDELAP) ME SWINGTRI9�GR OR EGR TO LEFT AS LONG AS THE OVERLAPF9NG RIB IS IAPPS OVER Q a^ CLOSURE DETAIL'ADETAL'B' ... .....-..�...�,.. .,..-...�-. .__._.... ,__._ PANEL MARKING AND SIDELAP DETAILS RC63 PANEL BACKLAPPING RC75 ZILDELAP DETAIL LONG SPANBB LONG SPAN III ROOFS BA SHEETING DIRECTION 4- tOF EDGE SIDLWALL INTERMEDIATE PANELS MODE PANELS ENOWALL EDGE PANELS INTERMEDIATE PANELS EAVE PANELS DIRECTION OF ROOF PANEL ERECTION RC64. LONG SPAN III ROOFS BA DRAWING SUBMITTAL S[•el F; NONE DATE STATUS HARBOUR RIDGE PROPERTY OWNERS AS ( ) FOR CONsTOucPON DRAWN BY: Jff 04/03/12 12600 NW HARBOUR RIDGE BLVD. (] FOAPPROVAL PORTR PERMIT ONLY S CHECKBY; TJ - 04/0'a/12 PALM CY, FL [•) [ ] FOR PRELIMINARY DESIGN APPo ar: LTAc o4/oyu RICHARD K. DAVIS CONSTRUC PERMIT L NOT FOR L"w" 1116451O1 SED-013 NUMBER* EBECPQN NOTES 1. ALL AREAS WHERE MASTIC IS TO BE APPLIED SHOULD BE WIPED CLEAN WDH A MILD DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPUCAPON. THIS WILL ENSURE.A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. ' 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE BE USED TO SECURE THE INSULATION TO THE SAVE THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. ADDITIONAL ATTACHMENTS (BY OTHERS) MAY BE REQUIRED. 3. ALL E%PGSED FASTENERS SHOULDPENETRATETHE .SEALANT FOR THE MOST WEATHERTIGHT. CONNEC110N.IN-ROOF AND WALL AREAS WHERE PPPUCAB!E. 4. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASNE SAWS OR OTHER ` CURING METHODS MICH PRODUCE HOT METAL PARICIES OR BURN THE CUT EDGES. THESE METHODS WILL DAMAGE THE PANTED AND GALVAUME FINISH AND WID ANY WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES WHICH 00 NOT PRODUCE HOT METAL'PATTICLES OR: BURNED EDGES. ERECTION NOTES RC91 LONG SPAN I BA PERMIT USE ONLY NOT FOR CONSTRUCTION NO.1 REVISIONS MADE CK'0 GATE ENGR GATE - N0. REVISIONS MAUEJCI<-Ul DATE jnNwHj uAIG I DRAWING BUBIAHM I SCALE: I NGNE DATE PROPERTY OWNERS AS STATIIS CON511N1CR014 I DRAWN BY: JEF 04/03/12 12600 NW HARBOUR_ RIDGE BLVD. - [ ] FOR AP W CKEOIED Sr. TJ 04/04/12 PALM CY, FL AMERICAN BUILDINGS COMPANY [�] FOR PRELIM lOABY I DESIGN APPD BY.1 ac 04/04/12 RICHARD K. DAVIS CONSTRUC DRAWING1�d. 11645101 SED-014 REvno. [ FOR PRELIMINARY - GAB BY: TJ O4 Q3 12 06:55:12 Vm 38.1 NUMBER' O 50$ CAPACITY WITHOUT 2'x2' ANGLE4DRI�) UN SEE ALSO (BH15AA) 50$ CAPACITY WITHOUT 2'x2' MOLE. SEE ALSO SH15M ( ) 200 CAPACftY WITH 2_ 2" OGLE. $ PNRUN SEE ALSO (SH15M) 250$ CAPACITY WITHOUT 2'z2' ANGLE. ROOF SLOPE L4:1 THAN ROOF SLOPE 1:12 MAX (WITHOUT BEVEL WASHER) ROOF SLOPE 1:12 MAX (WITHOUT BEVEL WASHER) 1 7/2' ROOF SLOPE 1:12 MAX (WITHOUT BEVEL WASHER) OR EQUAL TO 4:12 A(A7L. 500$ CAPACITY WITH 2'x2' ANGLE 200$ CAPACITY WITH 2'x ROOF SLOPE 1E55 THAN MAX (WITHOUT BEVELOOF St,3PE WASHER) PURUN 1/2" OR EQUAL TO 4:12 WITH 2•x2' ANCE NUT 1 MA%, 2 FASTERER(5) �12%STR 250$ CAPACf1Y 4�2, SLOPE GREATER THAN /CNra TWIN 8:12 WITHOUT ANGLE WASHER.(2) CADDY PURUN CLAMP- STRUCTURAL FASTENER(S) 315 W(fH ANGLE$12X1 1/4 TIX NUTMODEL (WITH ANGLE) WITHOUT ANGLEWASHER OPTIONAL WITH ANGLEANGLE7/I6(L2'x2x1/8x 6' LONG) 7/16'0 HOLE (FIELD (FIELD GRILL) 3/e'0 ROD HANGER ANGLE 3/8'0 ROD HANGER - (2'x2'xt/8-x 6T LONG) '•OGLE MAY BE OMOTED WITH 7/16.0 HOLE 3/8.0 ROD HANGER HANGER LOADS 50 LBS. NOTE: (FIELD DRILL) OR LESS.- NOTE USE OF THIS DETAIL WILL REQUIRE THE NOTE USE OF THIS DETAIL WILL REQUIRE THE ROO HANGER TO BE BENT AFTER INSTALLATION USE OF THIS DETAL WILL REQUIRE THE ROD HANGER TO BE BENT AFTER INSTALLATION NOTE: SO THAT IT HANGS VERTICALLY. AN NOTE ROD HANGER TO BE BEM LL AFTER INSTAATION NOTE 50 THAT IT HANGS VEROCNLY. PURUN UP MUST NOT THE METAL BUILDING SUPPLIER IS NOT SO THAT R HANGS VERTICALLY. THE METAL BUILDING SUPPLIER 1S NOT THE METAL BUILDING SUPPLIER IS NOT PURUN UP MUST NOT BE DISTORED. RESPONSIBLE FOR THE DESIGN OR ADEQUACY PURUN LIP MUST NOT BE DISTORTED. ' OF THE BEN FOR THE DESIGN OR ADEQUACY OF THE BEM R00 HANGER. BE DISTORTED. RESPONSIBLE FOR THE DESIGN' OR ADEQUACY OF THE. BEM ROD HANGER. OF THE BENT ROD HANGER. HANGER DETAIL. AT PURLINS SH01 HANGER DETAIL AT PURLINS SH01A HANGER DETAIL AT.PURUNS SHO1B - - - - AA ROD HANGER WITHOUT REINFORCING MOLE AA ROD HANGER WITH REINFORCING ANGLE AA 250$•CAPACITY WITHOUT 2'x2- ANGLE, SEE ALSO (SH 14M) 500$ CAPACITY WITH 2'x2' ANGLE, SEE ALSO (SH14AA) 400J CAPACITY ONE-THIRD PROVIDED ROD HANGOLE ER I WITHIN SEE AL50 (SH15M) OROEQUALSLOPE TO 412THAN (SH SM). ROOF R F SLOPE IFIRS THAN PURUN (SH15M) ( $ ) 200 CAPACITY OTHERWSE JMAX 250qCAPACITY WITH 2'x2' ANGLE, ANGLB (TwROOF SLOPE GREATER THAN 1 1/2"t2) STRUCTURAL FASTENERS 4:12, BUT LESS THAN 8:12 MAX. f /4 IIX (L2'x2'xl/8'x 3' LONG) 2X1 1 PURUN CA001' PURUN CLAMP CADDY PURLM L. 315 (2) STRUCTURAL FASTENER($) 1/8 TIP. x MODEL 315 TUGGER 315� j12%1 1/4 TEN NOTE USE OF THIS DETAIL WILL ,REQUIRE THE ROD HANGER TO BE ENT AFTER INSTALLATION SO THAT IT HOGS VERTICALLY. ROD HANGER AN THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR ME DESIGN OR ADEQUACY OF THE BEM ROD HANGER. NOTE PURUN UP MUST NOT BE DISTORTED. HANGER DETAIL AT. PURLINS SH02A PURUN CLAMP WITHOUT REINFORCING ANGLE - AA ROOFcAI SLOPE LESS THAN SEE ALSO OR EQUAL TO 1:12 �.� 25/64.0 HOLE (FIELD DRILL) 3/4' * MIN. ��Z SAMMY %-PRESS SIDEWNDER PIPE HANGER MODEL. SWXP 35 • NOT TO EXCEED MID -DEPTH OF PURUN 3/8.0 ROD HANGER ��� `ANGLE • (2-x2-xl/e'x 6- LONG) 7/ISo HOLES (flEID DRILL) -(L3 3'x3/16' x LENGTH) • ANGLE MAY BE CM= WON 3/8'9 ROD HANGER HANGER LOADS 250 LBS. OR LESS EXCEPT THAT ANGLE IS REQUIRED 3/8.0 ROO HANGER NOTE - WITH SLOPE GREATER THAN 4:12. USE OF THIS DETAIL WILL REQUIRE THE BUT LESS THAN 8:12. NOTE HANGER BE BEM AFTER TION INSTALLA USE OF THIS DETAIL WILL REQUIRE THE SO IT HANDS Y. NOTE M ROD HANGER TO BE BEAFTER INSTALLATION 7THEMEETAL BUILDING SUPPLIER IS NOT PURUN UP MUST NOT SO THAT IT HANGS VERTICALLY. NOTE: FIELD WELDING REQUIRED, RESPONSIBLE FOR THE DESIGN OR ADEQUACY BE DISTORTED, THE METAL BUILDING SUPPLIER IS NOT SFE DETAIL ELFWA-. OF THE BEM ROD HANGER. ' RESPONSIBLE FOR THE DESIGN OR ADEQUACY HANGER DETAIL AT PURLINS of THESENTROD HANGER. SH02B HANGER DETAIL BETWEEN PURLINS SHO3 PURUN CLAMP WITH REINFORCING ANGLE - AA I AA SOO GAPACIIY ROOT SLOPE LESS THAN -PURUN SEE A<50 (SH15M) 375p CAPACITY ROOF SLOPE LESS THAN SEE ALSO (SH 14AA) OR EQUAL TO 1:12 - OR £DUAL TO 4:12 250$ CAPACITY (SHISAA PURUN _,_-,_„SAMMY X-PRESS- (5/64'0 HO; FIELD DRILL ROOF SLOPE GREATER THAN 4:12, BUT LESS THAN 8:12 3/4" v UL<�- wwsHER MIN.* Loac NUT • NOT TO EXCEED 3/8.0 ROD HANGER MID -DEPTH. OF PURUN SAMMY %-PRESS SWIVEL PIPE HANGER MODEL S%P 35 SEE ALSO (SH14AA) (SHISAA) STRUCTURAL FASIETIER(S) K1 1/4 TEN 4 ANGLE) OPTIONAL ANGLE (L2'z2'xi/8'x 6' LONG) 3/8.0 RODHANGER—,'�� NOTE USE OF THIS DETAIL WILL REQUIRE THE ROD HANGER TO BE BENT AFTER INSTALLATION • ANGLE MAY BE OMMED WITH SO THAT IT HANGS VERTICALLY. HANGER LOADS 250 LBS. OR LESS THE METAL BUILDING SUPPLIER IS NOT EXCEPT THAT ANGLE IS REQUIRED RESPONSIBLE FOR THE DESIGN OR ADEQUACY WITH SLOPE GREATER THAN 4.12. OF THE BEM ROO HANGER.- BUT LESS THAN 8:12. NOTE: - PURUN LIP MUST NOT BE DISTORTED. HANGER DETAIL AT PURLINS SH02. PURUN CLAMP AA CLAMP INSTALLATION "NOT ALLOWED" SH06 CLAMP CAUSING BEM PURUN LIP AA 1Jp ` NOTE NOTE 3/8'0 ROD F6WGER USE OF THIS DETAIL WILL REQUIRE THE USE OF THIS DETAIL WILL REQUIRE THE ROD HANGER TO BE BENT AFTER INSTALLATION - ROD HANGER TO BE BEM AFTER INSTALLATION NOTE SO TMAT IT HANDS VERTICALLY. - SO THAT R HANGS VERTICALLY. PURUN UP MUST NOT THE METAL BUILDING SUPPLIER IS NOT THE METAL BUILDING SUPPLIER IS NOT BE DISTORTED. RESPONSIBLE FOR THE DESIGN OR ADEQUACY RESPONSIBLE FOR THE DESIGN OR ADEQUACY OF THE BEM ROD HANGER. OF THE BEM ROD HANGER. HANGER DETAIL AT PURLINS SH11 HANGER DETAIL AT PURLINS - SH11A HANGER DETAIL AT PURLINS _ SH12 _ RQOF SLOPES LESS THAN OR-EOU& TO 1:12 1 AA SIDEWINDER PIPE HANGER FOR SLOPES LESS THAN OR EQUAL TO 1:12 AA ROOF SLOPES LESS THAN 8:12 AA L - REVISIONS I MADE CK 0 I DATE DATE N0. REVISIONS MADE CK D I DATE ENGR GATE I ORAWNG SUBMITTAL $TANS SCALE: NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC IENGII I - [ 1 FGR cON6TRUQTION E ) �'��AI" 1-3 PoR PaRw ONLY E ) FOR MmmNARr DRAWN BY: 3EF 04/03/12 GHECIQD BY: , 04/04/12 DESIGN APPo LiY: I cuc 04104/12 PERMIT USE ONLY NOT FOR CONMUC110N 11645101 SED-01 ROOF SLOPE LESS THAN OR EQUAL TO 4:12 2506 CAPACITY ROOF' SLOPE GREATER THAN 4:12. BBT LESS THAN 8:12 SHINY %—PRESS SWIVEL PIPE HANGER MODEL S%P-35 NOTE PURUN LIP MUST NOT BE -DISTORTED. SEE N50 (SH14M) 250 CAPACRY (SH1SM) R00 SLOPE GREATER THAN OR EQUAL TO 8:12 25/64.0 HOLE (READ DRILL) 3/8-0 ROD HANGER SEE AL50 (SH14M) CADDY PURLIN CLAMP MODEL 315 IS AVAILABLE VIA THE MANUFACTURER'S WEB SITE: www.erico.com SAMMY X—PRESS SWIVEL PIPE HANGER MODEL SXP 35, SAMMY X—PRESS SIDEWINDER PIPE HANGER MODEL SWXP 35, AND INSTALLATION TOOLS ARE AVAILABLE VIA THE MANUFACTURER'S WEB SITE: www.sornmysuperscrew.com/sommyxpress.htm WARNIN THE HANGER CPPACOIES SHOWN ON THE AMERICAN BUILDINGS COMPANY DEALS REPRESENT THE MAOMUN ALLOWABLE SINGLE HANGING LOAD THAT A TYPICAL PUMIN. CAN SAFELY SUPPORT UNDER THE. BEST OF CIRCUMSTANCES USING THE PARTICULAR HANGER DEVICE SHOWN IN THE DETAIL MANY FACTORS BEYOND THE CONTROL OF THE METAL BUILDING SUPPLIER AFFECT THE ABILITY OF A PURUN TO SAFELY SUPPORT HANGING LOADS COMSINEO WITH OTHER REQUIRED ROOF.. LOADS DUE TO THE VARIABLES INVOLVED IN,HANGING LOADS: AND THEIR ATTACHMENTS TO THE PURUNS. THE METAL BUILDING SUPPLIER CANNOT ASSURE THAT THE PURUNS FOR A PARTICULAR BUILDING PROJECT CAN SAFELY SUPPORT THE MAMMUM ALLOWABLE HANGING LOADS IN COMBINATION WITH OTHER'ROOF LOADS. - IT IS THE RESPONSIBILITY OF THE HANGER SYSTEM INSTALLER TO COORDINATE WITH THE ENGINEER OF RECORD. FOR THE OVERALL PROJECT TO ENSURE A SAFE HANGING LOAD INSTALLATION. THE METAL BURDNNG ENGINEER IS NOT THE ENGINEER OF RECORD FOR SHE OVERALL PROJECT. WITHOUT SPECIFIC COMFICADOWFOR. INDIVIDUAL HANGING LOADS, THE NET EFFECTS OF APPLIED HANGER LOADSINSTALLED, ON A: PARTICULAR- PURUN SHN1 NOT EXCEED -THE NET EFFECTS OF THE CERNFlED UNIFORMLY APPLIED DESIGN COLLATERAL LOAD. SEE SHEET ABC-1. HANGER DETAIL. AT PURUNS _ SH12A HANGER DETAIL AT PURLINS... SH13 WEBSITES FOR PREAPPROVED HANGER DEVICES SH14_ HANGER CAPACITIES WARNING _. SH16 SIMNEL PIPE HANGER FOR SLOPES LESS THAN 8-12 AA ROOF SLOPES GREATER THAN OR EQUAL TO 8:12 AA AA I AA marells OTHER METHODS OF ATTACHING HANGING LOADS, NOT SH 1 1 , SH 12, AND SH 13, ARE GENERALLY PERMITTED. HOWEVER, THE HANGER LOAD MUST NOT EXCEED 50 SPECIFIC PRIOR APPROVAL FROM A QUALIFIED DESIGN DEPICTED ON DETAILS SH01 , SH02, SH03, POUNDS PER HANGER LOCATION (WITHOUT PROFESSIONAL FOR A PARTICULAR LOAD). GENERAL HANGER NOTES SH15 AA iAWNG SNBMRnN. SCALE: STATUS FOR CONSiRUCf10N DRAWN BY: FOR APPROVAL CHECKED BY: FOR PERMIT ONLY DESIGN APPD FOR PRELIMINARY NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 704/03/12 12600 NW HARBOUR RIDGE BLVD. Ti 04/04/12PALM CY, FL Y. I CMC 04/04/12RICHARD K. DAMS CONSTRUC PERMIT USE ONLY NOT FOR CONSTRUCTION DRAWING] 11645101 SED-016 NUMBER' aGnG v n T 1201-42�� AN AMERICAN BUILDING "'Building Success -Through Partnerships" f A.B.C. JOB NO. 1/-4451.03 SAFETY COMMITMENT American Buildings Company disclaims any responsibility for injuries or damages which may result from the imemretation and umplementation of these safety and emotion pactibes since the actual erection operations and conditions are beyond American Buildings Company's control. It is assumed that only experienced, knowledgeable erectors with trained crews and proper equipment will be engaged to do the erection. It is emphasized that American Buildings Company is a manufacturer of metal building components and is not engaged in the erection of its product. Opinions expressed by American Building Company about erection practices are intended m present only a guide as in how the component should be assembled to create a building. The experience, expense and skills of the erection crews as well as the equipment available for handling the metal demrmines the quality of erection and the ultimate customer satisfaction of the completed building. - American Buildings Company strongly recommends that safe working conditions and accident prevention practices be the mp priority era any job site. Local, state and federal safety and health standards should always be followed to help insure worker safety. Make certain all employees know the safest and most productive way of erecting a building. Emergency telephone numbers, location of first aid stations and emergenty procedures should be known so all employees. Daily meeting highlighting safety procedures, the use of hard hat, rubber sole shoes for roof work, proper equipment for handling material and safety pass where possible are recommended erection padres. American Buildings Company intends that these precautions be interpreted and administered with sound judgment consistent with good safety practices. American Buildings Company he a commitment to manufacture quality building component that can be safely erected. Safe erection practices are the responsibility of the erector and individual employees of the erecum. The erector's supervisory Personnel should be certain to both communicate safety practices to it employees and enforce proper erection practices. However, the safety commitment and job site practices of the erector are beyond the central ofAmmiran Buildings Company AMMCAN BUILDINGS COMPANY A IVLFCOR WhIPANY YOUR SAFETY AT WORK Correct Tool Usage Make certain the correct mol is available and used for each phase of building ermion. Worker should maintain a firm, safe position when using any tool and a constant awareness of their location to the roof edge. Use approved tieof s, noting or ails when working on roof surfaces. Chak wire rope for broken stands, broken wire and kinking. Replace damaged, unsafe rope immediately. Personal protection equipment should always meet OSHA standards. Always wear approved eye protection. Electrical tools must be properly grounded. Do net use electrical .Is or equipment while standing on wet surfaces. Return tools to their proper place when not in use. Don't allow tools, blocking or materials to become a falling hazard. USE THE CORRECT TOOL FOR THE CORRECT JOB Remember! Daily meeting highlighting employee safety procedures will reduce the number of employee accident. YOUR SAFETY AT WORK Employee Safety The safety of each employee should be the 'Number t • priority at each job site. American Buildings Company strongly recommends that each employee be properly trained and supervised in safe work practices. If you feel that you have net been properly twined on safety procedures or are not being properly supervised, conta d your supervisor. While at work remember. Untrained or unqualified personnel should not be permitted access m a roof or the erection site. Work areas should be kept clean and orderly at all times. Improper real usage may result in injury. • Make certain that the correct tool is available and issued for each phase of building erection. • Return mots when not in use to their proper places. A fine commitment to employee safety is the first step in each successful building erection. DAILY MEETINGS HIGHLIGHTING EMPLOYEE SAFETY s Remember) Daily meetings highlighting employee safety procedures will reduce the number of employee accident. YOUR SAFETY AT WORK SAFETY PRECAUTIONS FOR ROOFING WORK American Building Company strongly recommends that erection employees be continuously trained and retrained in safe and productive work practices. Working on the roof area in the installation of roof staaurals, insulation or roof panels requires Proper haugn& coped equipment and constant alertness to minimize the danger of falls. Han hat should be worn on job sites to prevent injury from falling objects. Workers should always beawareof their location m the mof edge Safe work practices on the following erection dutas should be carefully reviewed with erection crews prior to beginning each job. PANEL MAY COLLAPSE IF NOT PROPERLY SECURED Partially attached or uranachd panels should never tie walked oral Roofpsnels must be completely attached to the purlins and to panels on either side before they can be a safe walking surface. Unsecured roof panels are Flexible and cannot be relied upon for bacin& support or stability. Be cautious of strong wind when handling roof panels. DO NOT: 1. Step on rib at edge of panel 2. Step near crease in rib at edge of panel 3. Step on an unsecured net Roof panels must never be used as work platforms. A runway as specified in 'OSHA Safety and Health Regulations for the Construction Industry'should be used for platoon work. YOUR SAFETY AT WORK Moving or Ififforg loads Stairwell in the clear of any moving load. Keep hands andleer clearat all times. Workers should be trained to correctly losses the point of cable attachment and in the correct ad safe operation of lifting equipment Hard hall meeting OSHA standards, steel we shoes with metatarsal guard and eye protection should be worn at all times. Stay in the clear of any lifted load. Make certain all taming is properly braced or guyed before liking If." are remand. STAY WELL IN THE CLEARI Remember? Daily meetings highlighting employee safety procedures will reduce the number of employee accidents. YOUR SAFETY AT WORK PANELS MAY BE S= A protective coming,now,best, or any other moisture may cause panels to be slippery. Wipe down panels before installation or walking on panels. Weerubbersoleworkboot. When on the roof, use OSHA approved protection devices such as safety lines, safety nes or a arch platform. UNSECURED PANELS MAY SLIP IF STEPPED ON Employees should be continuously warned to never step on a single unsecured roof panel or a salt of roof panels laying unattached on the purlins. Secure each end of walkboads with clamps at appropriate fasteners and place walkbuards in the Bat of panels. Walkboans should run to the full length of the panel and be Lammed together by drilling hole near the end of each board and tying R with wrens the nextboat. (Cuta groove in the beemm of each board so that the board will lie Bat and not back and forth because either rope). SAFETYPRECADHONS Al safety placement, rafened m throughout pis publication, all OSHA safety requremenft or emu cusmmary or statutory requirements must be schemed has In order to maximize employee safety. Daily meetings describing safe woM procedures, arse of ham haft, rubbersom sloes for roof woM, proper soup rant for handling material and edge of roof potection devices am recommended erectlon practi YOUR SAFETY AT WORK Moving m Lifting loads Stay well in the client any moving load. Key hands and feetclearatalltimes. Workers should be rained to correctly locate the points of cable attachment and in the comm and safe operation of liking equipment. Hard hat meeting OSHA standards, steel toe shoes with metatarsal Sued and eye protection should be worn at all times. Stay in the clear a any lifted load. Make cerain all laming is properly braced or guyed before lifting lines are..ad. STAY WELL IN THE CLEAR! Remo bat Daily meetings highlighting employee safety procedures will reduce the number of employee accidents. INTRODUCTION 'American Building Company has designed the structural components of your building in accordance with the design czeris specified to American Buildings Cromer, by it customer, the End User and its Design Professionals. American is not the Design Professional of Record for the End User or it project American mcammends that the oreliminaW erection drawings ad dosing Design Professionals are satsfied with the specifications and the design. The container, End User ad their Design Professionals are responsible for design specifications, load criteria and all related load factors and all essential design specifications affecting design. American will rake no pan in the erection of the building components. Proper erection of the building components in accordance with American's unction drawing, erection manuals and details is critical to the building being able to achieve its design quantizations. The erector, general contractor ad all the persons associartd with the specificaton, purchase and artisan of American's building should consult with and comply with the Common Industry Practices as set forth in the Metal Building Manufacturers Association Metal Building Systems Manual(2002 Edition) which is applicable an the purchase, design and erection of your pre-engineered metal building, and by reference is incorporated into this manual.' AMERICAN BUILDINGS COMPANY Ly N, GENERAL FOUNDATION NOTES 1. THE METAL BUILDING SUPPLIER ASSUMES NO RESPDNSISLJIY OR LIFBIUry FOR FOUNDATION, RCOR OR SLAB DESIGN OR CONSTRUCTION. 2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESET AT THE ACTUAL JOBSETE 3. FOUNDATION MUST BE DESIGNED. FOR THE -APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEOUATE TO RESIST ALL OF THE CRITICAL COMBMAI101 FOR EACH. OF THE VARIOUS LOADING CONDITIONS THESE REACTIONS AND LOAD COMBINATIONS MUST SE USED. TO DETERMINE THE DESIGN LOADS TO BE RESISTED BY THE MUNDAT 4. REINFORCING BARS. WIRE MESH, ANCHOR ROD SHEAR ANGLES, TIE RODS. AND / OR HURRNS /HOOK BAR51 SHOULD BE INCORPORATED AS REWIRED IWO THE FOUNDATION DESGN. THE HORIZONTAL THRUST AT THE COLUMN BASE ACTING IN CONJUNCTION WRIT APPUCABLE VERTICAL REACTIONS. MUST BE SUSTAINED BY HARMS, TIE RODS, BUTTRESSES, OR OTHER DEPENDABLE MEANS. S. COWNN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED OR THE FCOTNG SHALL EXTEND: TO THE NAWRAf GRADE IN ALL CASES THE FOOLING SHM1. EXTEND AT LEAST 6 INCHES BELOW WE LOCAL FROST'UNE _ 6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WADS AND SLAB, AS SPECIFIED BY THE FOUNDATION DESIGNER 7. THE TOP OF THE FOUNDATION OR FLOOR. SHALL BE SQUARE LEVEL AND SMOOTH. ANCHOR RODS SHALL. BE ACCURATELY SET TO A TOum"CE 31/I6 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDMDUAL COLUMN. AU. OTHER DIMENSIONS SHALL HAVE A t1/8 --INCH TOLERANCE 8. COLUMN BASE PLATES ARE DESIGNED NOT M EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS. S. UNLESS EXPLIffILY-NOTED OTHERWISE Al EMBEDDED STRUCTURAL SIEB. (INCLUDING ANCHOR ROOS). OTHER WTFRINS, AND LABOR SHAH BE SUPPLIED W THE FOUNDATION CONTRACTOR 10. ANCHOR RODS SHOULD BE AS SHOWN AND Cuum FOR, INCLUDING PROJECTION FROM CONCRETE, DWMEJER AND QUANTITY. 11. THE EMBEDMENT OF THE ANCHOR RODS IN THE CONCRETE AND CONFIRMING AMOWCY OF ANCHOR ROD EDGE DISTANCE IS TIRE RESPONSISLRY OF THE FOUNDATION DESIGNER THE FRAME REACMCNS ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. 12. ALL ANCHOR ROOS SHALL BE ASTM F1S54 GRADE 36 OR EQUAL IN ORDER TO CONFORM TO THE METAL BUILDING SUPPLIER'S DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES GNDNJN THE ASC MANUAL OF STEEL CONSTRUCTION. 13. ANCHOR ROD OPENINGS FOR WE BE 1/2�M FRAMIDIAMENG AND UNLESS �EFNMINGN D. DENOTED AT RESPECTIVE EASE PLATE DETAILS OR ON THE ANCHOR BOLT PLAN. ANCHOR RODS BASIC MATERIAL SPECIFICATIONS SEE. FOR MILL -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASAP A 36. ASTIM A 572 GRADE 50 OR 55, OR ASAP A 992. STEEL FOR ALL BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF THE FOLLOWING: A ASAP A 1011 SS GRADE 55 B. ASTI A 1011 HSLAS, GRADE 55, CLASS 1 C. ASTM -A 572 CRADE 55 D. ASIN A 529 GRADE 55 STEEL FOR ENDWALL -C- SECTIONS SHALL CONFORM TO ASTM A 1011 SS, GRACE 55. OR HSLAS, GRADE 55. CLASS 1. STEEL FOR ROUND PIPE SECTIONS SHAUL CONFORM ASTM A 500 GRAPE B, 42 WEL SECONDARY FRAMING STEEL STED- USED TO FORM PURUNS, GIRIS, EAVE STRUTS AND -C- SECTIONS SHALL CONFORM TO ASTM A1011 SS, GRADE 55, OR HSVS GRADE 55, CLASS 1, OR IF GALVANIZED SHALL CONFORM TO. ASIM A653 SS, GRADE 55. 00 OR HSIAS. GRADE 55, CLASS 1, G90. TNOOF AND WALL ME. MATERIAL EXTERIOR PANELS. SHALL CONFORM TO ONE OF THE FOLLOWING: PANEL MATERIAL SHAU. BE ALUMNUM-2114C II-TOY-COATE[I STEEL CONFORMING TO THE REQUIREMENTS OF ASTN A 792 SS, GRADE 80. MATERIAL MAY BE EITHER 26 OR 24 GAM. PANEL MATEHIn1 SHALLL BE ALUMMUM-ZINC ALLOY-004TE0 STIED. CONFORMING TO THE REQUIREMENTS OF ASAP A 792 SS, GRADE 50. CLASS 1. MATERIAL MAY BE EITHER 24 OR 22 GAGE - PANEL MATERIAL SHALL BE 2INC{0ATED GALVANIZEDI STEEL. COATING DESGNATION MO. CONFORMING TO THE REQUIREMENTS OF ASAP A 653 SS, GRADE 80, CLASS 1 OR CLASS 2 OR HSVS, GRADE 80. MATERIAL. MAY BE 26 R 24 GAGE PANEL WIERUL SHALL BE 21NC-COATED (GALVANIZED) STEEL COATING DESIGNATION G90, CONF'DRMING TO THE REQUIREMENTS OF ASTM A 653 SS. GRADE SO. CLASS 1 OR GLASS 3, INTERNAL MAY BE EITHER 24 OR 22 GAGE BRACE RATERAS� SPACE CABIFS ASAP A 475, 7-STRAND ENS WIRE -CABLE SC4-1/4' DIA(7mm) EM-5/16' CM.(Bnm) BM-3/8' DV.(tOmm) BC8=1/2- DIA(13mm) BRACE RODS: ASTM A 572. SO KS[ (UPSET THREADS) BRS-5/8' DA(16mm) BR6-314' DW(20mm) BR7-7/8' DIA(23mm) ERB=I' DIA(26mm) AP OR ASA 529, 5O KS (CUT THREADS) SIRS 1/8' DIA(29mm) BRIO-1 1/4'DW(32rnm) BRIM 1 3/8' D0.(3 ) BRI2- 11/2- DW(39mm) STRUCTURAL MWER MOVE, - - 'SHOP-COAT-PRIMER-0 INTENDED TO PROTECT THE -STEEL FRAMING DURING TRANSPORTATION -TO THE-JOBSIE AND FOR NOT MORE-THAN-45 WYS-FRON ME APPLICATION. STORAGE IN EXTREME COLD 11]IPDUNRES OR WINIM SNOW CONDITIONS, INCLUDING TRANSPORTATION ON SALTED OR CHFMIC,NLY T TIED ROADS WILL ADVERSELY AFFECT THE DURABILITY AND LONWATY OF THE PRIMER. THE COAT OF SHOP PRIMER DOES NOT FROMM THE UNIFORMITY OF APPEARANCE OR THE DURABILITY AND CORROSION RESISTANCE OF A FIELD APPLIED FINISH COAT OF PANT WEN. A SHOP PRIME. MINOR ABRASIONS TO THE SHOP CART MUM CAUSED BY HANDUNG, LOADING. SHIPPING. UNLOADING AND ERECTION ME UNAVOIDABLE AND ARE NOT THE RESPONSIBILITY OF THE METH.. BUILDING SUPPLIER ABC IS NOT RESPONSIBLE FOR THE DETERIORATION OF THE PRIMER OR CORROSION THAT MAY RESULT MGM NEITHER ATMOSPHERIC AND EKWRONNENfAL CONDITIONS NOR THE COMPATIBIUTY OF THE PRIMER TO ANY FIELD APPUED COATING.' 'AS A MINIMUM AND SECONDARY TO MORE STRENUOUS JOB SPECIFIC flEOUIFEMENF, PROJECTS LOCATED IN CANADA MUST SE DIRECTED WITHIN TOMRANCES AS DEFINED IN SECTION 29.7 OF SPECIFICATION S16.01 AND PROJECTS IN OTHER LOCATIONS MUST BE ERECTED WITHIN TOLERANCES AS DEFINED IN THE LATEST EDITION OF THE META BOLDING SYSTEMS MANUAL, PUBLISHED BY THE MBMA.' CONSTRUCTION SWING NOTE, TD MRARY SUPPORTS, SUCH AS TEMPORARY GUTS, BRACES. FALSEWORK, CRIBBING OR OTHER DEMENTS REQUIRED FOR THE ERECTION OPERATION IS TO BE DETERMINED. FURNISHED AND INSTAIID BY THE ERECTOR THESE SUPPORTS MUST SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE N INTENSITY TO THOSE FOR WON THE SMUCNRE WAS DESIGNED RESULTING FROM WIND AND OR SEISMIC ACTIVITY AND AGAINST THE LOADS RESULTING FROM ME DIRECTION OPERATION. CERTIFICATION AND SCHEDULE OF DRAWINGS' THIS 15 TO CERTIFY TINT THE NEfN. SUP -DING COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY FOR THE REFIIRENCED BUILDING HAVE BEEN DESIGNED IN OUR OFFICE FOR FABRICATION IN CUR EUFAUTA, AL PLANT. IN ADDITION TO THE DEAD LOAD (D) OF THE BUILDING COMPONENTS. THE MEMBERS ARE DESIGNED ON THE FOLLOWING DESIGN, BASIS,- SHEET NUMBER DATE - REV. NO. SHEET NUMBER COUATERII LOAD (C) 5 ad On Roof Members 5 PAT On Supporting Frames ABC-1 04/04/12 1 ABC-2 D4/0L/1'1 0 ROOF LIVE LOAD (I+11 20 psf on Roof 11embam Nth Reduction On Supporting Frames As Permitted By Code WIND LOAD (W) - High Velocity Hurricane Zane = No (a,'te not in Dade or Browara county) Wino E�oo�ure Category Based an Surface RougMev - B 140 mph Basle Wind Speed (3-seaand s sat) Enclosure Claressure fication = Enclesed OURI-ugs - AR-1 04/03/12 0 AB-2 04/03/12 0 AB-3 0{/03/12 _ 0 _ Intomal PCoWi and i..ts - +0.18 -0.1.8 Wind Inn;pryt..ce Factor = 1.0 Cad_ Praasune for Well Campoaent5 and Clodamg a +3227 pef sad -43.03 pad Clossifcalioa of Building m 11. AN buTdinp and other structures except Nose Bsted in Categories 1, UP, and AlE-02 E-01 0{/04/12 -0 - - 04/04/12 O E-03 04/04/12 0 E-04 04/04/12 - 0 - IND1�. 1. ALL WELDING MUST BE PEAFOTNED W AWS DUALISM WELDIMS FOR THE WADING PROCESSES AND POSITIONS TO BE USED. ALL WELDING AND WELD PREP MUST BE COMPLETED AND NSUN.LY INSPECTED TO AWS ACCEPTANCE CRITERIA ((TT<HLE 6.11 IN ACCORDANCE WITH E APPLICABLE An STANDARD. WELD ELECTRODES USED FOR ALL FIELD WELD PROCESSES TH MUSTBESELECIID_FROM TABLE 3.1.. IN AWS 01.1 FOR GROUP II NATERUL GRFATER THIN OR EQUAL 0.125' -- E-05 04/04/12 0 E-OE 04/04/12 O _ THICK OR TABLE'12 IN AWS D1.3 FOR MATEIM LEES THAN 0,125' THICK AND ALL FALLER MATERIAL MUST HAVE A Fu OF 70 KSL E-07 04/04/12 0 THIS PROJECT IS DESIGNED AS AN ENCLOSED BUILDING. ACCESSORIES SDOORS, WINDOWS, ETC.) BY OTHERS MUST BE DESIGNED AS COMPONENTS AND CLADDING IN ACCORDANCE TO E-0]A _ 04/04/12 0 E-08 04/04/12 O SPECIFIC WIND PROVISIONS OF THE REFERENCED BUILDING CODE. E-09 14/14/12 0 AMERICAN BUILDINGS COMPANY SERVICEABILITY STANDARDS (20(6 NSW MANUAL CRITERu) WILL BE USED FOR DESIGN AND FABRICATION OF YOUR ORDER SFn_nat-Ots 04/04/12 0 THE ABOVE DESIGN LOADS ARE APPLIED IN ACCORDANCE WITH THEP2007 FLORIDA BUILDING CODE MALE DESIGN. IS IN GENERAL ACCORDANCE: WITH 2005 A 360-05 SPECIFICATCN FOR STRUCTURAL STEEL BUILDINGS AND 2004 AS NASPEC NORM AMERICAN CCLD-FORMED SIEJB. SPECIFlGTON. PRODUCT APPROJ S AND -CERTIFICATIONS, 1. FIDRIOA PRODUCT APPROVAL FOR ROOFING (FL704-TITS AND FI.4813_R1), SKYLIGHTS (FL5981-R1 AND FL7709-RI). AND PANEL WALLS (FL705-112). STEPHEN A. BROCK ARCHITECTS, INCa Ap°Proved A Approved t Corrected r i 4$ vise and Resubmit NApproved ot REVIEW IS ONly cOR CONFORMANCEWRH MDESlfi1L'dR¢R W THE PROJ7 ^OMPWWCE WITH THE @)FORMATION GIVEN IN THE:CONTFAr'T DDCI, JMENTS. THE CONM C CR 19 p MOU FOR OWEN_ .INNS AND OUANTITIFS TO BE CONRFDM AND CORRHAT'cU AT THE SITE; FOR BNFCiiMATI(N THAT RODM SOLELY TC HE FABRICATION PROCESSES CR TES ra MEANS, METHODS, ) EC HNQUES, SEQUENCES AND PROCMM OF CO STRUCTION,ANDFOR 0 INATIONOFTE - 641E - 27 By - HARBOUR RIDGE CHEMICAL D DRAWING SUBMITT AL SCALE: NONE STARS [ ] FOR CONSTRUCTION DRAWN BY: YJ [ ] FOR FPPTWAL [•] FOR PERMIT ONLY CHECKED Br.1 CRAP C ] FOR FliElam f _ DESIGN APPO BY: I CI DATE I REV. NO. AND 0 BUILDINGS PRIMARY CONTACT LISA PARTON 334-688-2225 FIELD ISSUES JOHN SEARCY 334-688-2215 FIELD ISSUES BO BENTLEY 334-688-2716 Y• • 58298 STATE OF HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC PERMIT USE ONLY NOT FOR CONSTRUCTION 11645103 ABC-1 08:5R.34 1. .Oe.:Y:;Cr r .i L��r•�=a r �. 1. �m�i"-� �n i In r11� j V� ijfb� dc•.d.,i as>:1:1�4,� aria ....i, r,•r ; ..,.r .. ROOF PANELS TYPE. I3P DAGE2fl COLOR, WALK QOORS ON SIZE TYPE SW]NG LOOLSET , CLOSER COLOR LINEN TRIM UN &ORN PAINT WARRANIY:-tl0_ WFATHERIIGHTNESS WARHATNY:NIL- Z JL W70 _ 6070 &S _NL _HG HCR YES NO W1flI _YES 2-NO UL 90 CFJT101GTN1N:_NQ_ _ _ W70 _ 6WO _S _NL JIG _YES _NO YES _NO FACTORY MUTUAL CER TFICAO , NO _ _ 3070 _ W70 _S _NL JIG _YES —NO _ _YES _No _ 3070 _ 6070 _S _NL _HG _YES --NO _ YES —NO WALL PANELS TYPE' L3P GAGE:2g COLOR'SUDGP70 BA •BA-2G PAINT WIRRNAr H( ... FeVF TRFeTLIFM X STMDARU GUTTER W/ DOWNSPOUTS 10_ FT O.C. (MAX) FLANGE BACK CURTER W/ DOWNSPOUTS _ FT O.C.(MAX) SIMPLE EAVE TRIM _ DELUXE EAVE TRW ICE AND SNOW TREATMENT TRIM COLORS RARE TRIM: RFGWP7O GUTTER / EAVE REG1WP70 ^ DOWNSPOUTS: REGWP70 FRAMED OPENINGS. SIBGP70 CORNER: SuRGP70. BASE TRIM: 9mL - MISCaWiEMS:.. . PRIMER COLOR PRIMARY Rm SECONDARY: RED ROOF FASTENERS STANDING SEAM u A. 14 X 1 SELF DPoLL HIX HEAD B. 14 X 1 SELF DRILL HEX HEAD W/ WASHER • STANDING SEW lu A 14 X 1 SELF DRILL HEX HEAD B. 14 X 1 SELF DRILL HEX HEAD W/ WASHER LONG SPAN N A $12 X 1 1/4 SELF DPoLL HIX HEAD W/ WASHER B 14 X 3/4 SELF DPoLL HEX HEAD W/ WASHER LOC SAEAAI 14 X 1 SERF DRILL HEX HEM WAS W/ HER B SDRILL4X 1 SELF-DPoLL HEX HEM W/ WASHER LONG SPAN.m A. 12 X 1 1/4 SELF DPoLL HEX HEAD B St♦ X 3/4 SELF DRILL HEX HEAD SHADOW PANEL A $12 X 1 SELF DPoLL HEX HEAD W/ NUT HAWK B. 14 X 3/4 SELF DILL HEN HEM TRIM' FASTENERS ALL FASTENERS ARE /14 a 3/4 SELF DRILL FASTENER NOTE A - SHEETNG/RASHNG TO SIRUCRIWL CONNECTIONS B - SHEETING/F1A9HING TO SME2TNG/fVSNING CONNECRONS INSULATION BY THE BY METAL SIG NONE OTHERS; SUPPLIER THICK WIDTH FACE COLOR ROOF SL 3" WALS _ .IL ...3' RIGID BQARDA_ ROOF__ WUAS. BEARING PLATE_ THERIA& MOCK— BY OTHERS BY THE METAL BUMNG SUPPL&T: _(1' THIX OI SPACER STROP (FOR LOC SEAN WITHOUT INSXAITON) FRAMED OPENINGS _. OTY... WIDTH HEIGHT SILL HEIGHT FR WRAP TRIM LINER TRW Z 3.4• 3.4• VS. Yes SLNO YES _X NO L 2'4• 2.4• 5' YES SLNO _YES XNO Z 16, 10_ _YES SLNO _YES -A_NO 1 10' 10 _YES x NO YES 2-NO _YES _NO YES _NO YES _NO _YES _NO YES _NO _YES _NO —YES YHO _YES --NO _YES NO _YES _NO _TES _No _YES _NO VANDD� SELF -FLASHING THEN M-PANE GLASS. BURNISH SLATE ON WIDTH HEIGHT LINER TRIM LINER TARN COLOR YES _N0 _YES _NO _YES _NO —YES --NO _YES NO LO WHITE ADJUSTABLE W/ SIM SCREEN ON WIDTH HEIGHT UNER TRIM LINER TRIM COLOR _YTS ___No _YES _NO _YES Y0 _TES --NO _YES --NO LINER TRIM COLOR UNER PANLINER TRIM ELS NCLUD LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR CORNER TRIM (CAP ICOWMNmTL TRIM COLOR YES --NO _YES No YES --NO _YES _NO YES —NO _YES NO YES --NO _YES _NO ROUND. 20' THROAT WHTTF VETITELATORS QUANTITY _ RIDGE MOUNTED _ SHAPE MOUNTED 9' X 10' RIDGE VENTTLATORS — OTY AT 10' SECTIONS _ LINEAR FEET CONIHNIIOUS - - - ----- - — -- ROOF JAKS ON TYPE OK-3 1/4• - 4' DWLETER DK-5 4' - 7' DLWERR DK-B 7' - 13' OWHEIER ROOF CURB FIRAAIING RECENT PRODUCT REVISIONS = AFEdNSDE TO INSIDE CURB DIMENSION AS UNDERSTOOD BY ME METAL BUILDING SUPPLIETITHE FOLLOWING NOTES MY OR MY NOT P AIN TO THIS DO NOT CUT PUR INS FOR CURB FRWIING UNLESS RELEASED BY A CER 0ED DESIGN ENGINE SPECIFIC JOB BUT IRE NOIEWtl W PRODUCT CHANGES. I&CUUM LOAD' FOR' STANDARD ROOF CURB FRAMING IS 3000/. THE MAGNITUDE AND LOCATION OF -AU. LOADS SUPPORTED BY ROOF CURE+ MUST BE 1. THINK SAFETY! CLEM LY SPECIFIED IN THE ORDER DOCUMENTS. ON MOTH L04M SLOPED) AT ROM ROOF CURR5 ON OUTSIDE WIDTH ' OUTSIDE LENGTH MIN. HT. GME COLOR a• 10 8' 18 SKYLIGHTS / WALL UGHTS TRANSLUCENT SKYLIGHTS CITY— SITE- 1PoY_ TRANSLUCENT 4' 5' W.W. LIGHTS om_. FACADE CLEAN CORNER TYPE VERT OR SLOPED HEWN LENGTH PROJECTION UNDER FACADE UNIT FAGN PANEL TYPE : CAGE COLOR TRIM COLOR SOFFIT PANEL TYPE: CAME. COLOR: TRIM CO )R BLI< PANEL TAPE : GAGE: COLOR: TRIM COLOR-. CANOPIES CLEAR a SOFFIT OFFR OI"EW SW SLOPE PROTECTION LENGTH UNDER BENT PMEL TYPE COLOR EAVE TRIM TRIM CO OR�DOWNSPOUT ELBOWS ONLY: _ DOWNSPOUT RETURN: _ OVERHAN GN PROJECTION SW SIN DOWNSPOUT ELBOWS ONLY: EW _ EW _ LENGTH ' SOFFIT TYPE COLOR DOWNSPOUT RETURN: PARTITIONS ON WIDTH LENGTH HEIGHT MIS EI euFO�TERIAL HARBOUR RIDGE CHEMICAL DRAWING SUBMITTAL - STATUS SCALE:I [ ] FOR CONSTRUCTION [ ] FOR APPROVAL (•] FOR PERMIT ONLY [ ] FOR PRBmNARY DRAWN BY: TJ CHECKED BI': DESIGN APPO H CM W. I TJ 04 03 12 1 PANEL TYPE GAGE COLOR DATE HARBOUR RIDGE PROPERTY OWNERS AS ya4/t2 12600 NW HARBOUR RIDGE BLVD. N/04/12 PALM CY, FL Na4/14 RICHARD K. DAMS CONSTRUC PERMIT USE ONLY NOT FOR CONSTRUCTION 11645103 ABC-2 0 m m m m m m g m m l m l l l i i I i I o 0 o I I c I c n n I I n I n i m m m l m m m m m 1-41m BRACID BAY 20'0 90'O OUT 70 OUT OF SIEEL (LOWSIDE) ANCHOR BOLT PLAN 20'0 0 m o 11y OF 0 HARBOUR RIDGE CHEMICAL D N0. REVISIONS MADE CK D I DATE IENGRI DATE I NO.1 REVISIONS MADE CK D I I(NGRIDATE I DRAPING SUBYRTAI I Seel F: NONE DATE sT"n's HARBOUR RIDGE PROPERTY OWNERS AS h7 FOR Gou7aucnoN DRAWN ar. 7a a/a0/12 12600 NW HARBOUR RIDGE BLVD. 7 FOR "FAN' CNECI@D BY: CRM a/os/tz PALM CY, FL AMERICAN BUILDINGS COMPANY [lrtoar [ ]FOR RRD.mNu+r DEscN AaRD SY.1 a+c 04/04/12 RICHARD K. DAVIS CONSTRUC DRAWING, RL�'ND• cAD er: Ti w o2 12 tsnas Vn. 30.1 NUMBER' 11645103 AB-1 D REACTION SCHEMATICS N1 H2I C A B V 1` N1 HI) x H2 t C B A v NOTE: 711E FRANNG AT THIS ENDWAIL ME IS NOT DESIGNED TO ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO THIS FRAME LINE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT MENDED TO INCLUDE ANY FUTURE NODIFICARONS UNLESS EXPLICITLY NOTED OTHERVASE. LOADING CONDITION .FRAME ME 1 C 8 A V (Nips) HI '.(Id") V (NPo) H1 (kps) H2 (kip.) V (kip.) H2 (Mps) D +0.3 NA +0.7 NA NA +0.3 NA C +0.3 NA +1.0 NA NA +0.3 NA L+1.3 NA +4.1 NA NA +1.3 NA W -2.2 to +1.7 -2.1 to +2.1 -7.6 to 1 +1.7 -2.1 to +2.1 _-2.6 to +2.4 -2.2 to 1 +0.1 I+2.6 -2.6 tb = a qon H2 horizontal force perpenEiwlar to the plane of frame NOTE THE FFAWNG AT THIS ENDWAU. UNE IS NOT DESIGNED TO ACCOMMODATE FUTURE ADDITIONS REACRONS CORRESPONDING TO THIS FRAME UNE REFLECT LOADINGS FOR ACTUAL TRIBUTRY..AREA AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS UNLESS EXPLICITLY NOTED OTHERWISE. LOADING CONDITION FRAME LINE 5. .. _ C - B A V (NPe) H1. (Wpe) V (HP.) H1 (kip.) -H2 (MP.) V Wpis) D +02 NA +0.7 NA NA +02 C +0.3 NA +1.0 NA NA +0.3 L +1Z NA +4.1 NA NA +1.3 III -2.2 to +1.7 -2.1 to +2.1 -7.6 to +1.7 -21 to +2.1 -2.4 to +2.6 -2.2 Ni +0.1 Hl - horizontal tome in 1np e ane or Imme R2 horizontal force perpenEicolor to the Plane of frame N7 HI H2 I C A V LOADING CONDDION FRAME LINES 2-4 C - - A (kips) (ww) (wP) (wP+) (NIn) gyp.) D +1.2 +02 NA +1.2 -0.3 NA C +1.6 +0.5 NA +1.6 -0.5 NA L +3.8 +1.2 NA +3.8 -u NA W -93 -4.3 to +1:4 NA -9.7 -0.9 to +4.8 NA W at % t noo,i -9.6 --4 to +1.4 -2.4 to +2L4 -10.0 -0.9 to +4.8 - -2.6 to +26 a p.. H2 - horizontal In. porpendKolar to the plane of frame HARBOUR RIDGE CHEMICAL D DRAWmG sueumu. SSE: NON STATUS F�M ON DRAWN BY: TJ I FOR PWIR &LY CHECIOD BY: CNN I FOR FF630@URY IDESIGN APPO BY: DATE HARBOUR RIDGE PROPERTY OWNERS AS N/03/12 12600 NW HARBOUR RIDGE BLVD. 503/12 PALM CY, FL 4�04/12 RICHARD K. DAMS CONSTRUC 11645103 AB-2 0 GIRT- 1 � I� H n m N 3/4AB '2 12 - 12. 6 BP01—B 3 8 PLATE LLIIM 821 =^I e 8 1 32 1 3 1 2 I 11z n BP04-B 3 8 PLATE 6 1p 1z 12 3/4'AB 3/4-M 111 6 BP02—B 3 8 PLATE GIRT LINE- GIRT LINE 1. 0 BP06—B BP07—B 3 8 PLATE 3 8 PLATE BASE PLATE DETAILS_ _ m �--� 1'O I LINE n n m N 3/4'AS 1y 111 11 6 BP03—B 3 8 PLATE GIRT 112 LINE n: 2. , 3. 3, 8 I 162' J I BP05—B 378 PLATE BP08—B 3 8 PLATE ERECTION N]E�I- - - AB ANCHOR BOLTS OF W HAVE A 3 INCH PROTECTION (UNLESS /2 NOTED) ABOVE THE BOLTS L OF THE COLUMN DOORS H)CASE PLATES. EXCEPT 1 EC INCH OF I IN BOLTS LOCATED AT DOORS WHICH SHALL HAVE PROJECTION AL 7 INCH. ALL BOLTS SNAIL HAVE A YWIYUY THREAD LENGTHSPECIFIED OF PROVIDE POOR A THAN THE PRO LATE TH THE, PROJECTIONS ADON O ONE 3/ FOR A SINGLE BASE ' PULE THICKNESS AND N ME INSTALLED OF ONE MON INCH WASHER AND ONE HEADO HEX NUB IN THE IWITH OR POSE THE THE TOP HE THE. ANCHOR DOLT YUSf BE RUSH WITH OR ABOVE THE TOP AG THE NUB - FOR ITEMS PROJECOON OUT. DI DOUBLE UT CONSIDERED HAND ERS, LEDED VELING FOR'. IIENS , THAT UAY FIE WUBLE NUTS. PLATE WASHERS., IEVEIING PLATES. ROJEC ETC, THAT YAY BE SPECIFIED GREASED SE OOR OT PROTECTING THREADS SHOULD BE. GREASED OR OTNER,VISE PROTECTED HARBOUR RIDGE CHEMICAL D NO. REVISIONS NADE CK D DATE IENGRF DATE I NO. REVISIONS I MADE I CK D DATE IENCRI DATE DRAWING SU ITT L I jMl F• I NONE I DATE SIANS HARBOUR RIDGE PROPERTY OWNERS AS - [•] Fmi'CmiSRLUL710N DRAWN Bf. TJ �O4 o3/lz 12600 NW HARBOUR RIDGE BLVD. [ ] F� APFRaaN' CHECKED Sr.cT+u a3/la PALM CY, FL AMERICAN BUILDINGS COMPANY E'mi PERMG ONLY REV[ ] t B PfE1DaNARY DESIGN APPD BC CMCO4/fz RICHARD K. DAMS CONSTRUC NUMBER° 11645103 AB-3 D CAD W. Ti 04 02 1Y /5:17:36 Vc. 38.1 ' .. (HIGN90E) < ------------------------------------------------- I I EC-5202 RC-0302 I I I I I I 0 1 I I I I I I � I o 12-0101B n ` O I B e [ I o I o I r I I I I o I 1 • I I I I I EC-5201 RC-03o1 I I ------------------------------------7 I �RC_030q EC-5202- (LOWSGE) PRIMARY FRAMING SHAKEOUT PLAN I I I o I I I I I I I J I I o I o I I I I o I m I I I I I �RC-0301 EC-520 I — — — — — — — — — — — — — — — — — — — — — — — J HARBOUR RIDGE CHEMICAL D NOT FOR CONSTRUCTION N0. REVISIONS IKWEIC D I DATE IENGRI DATE I NO.1 REVISONS MADEICK-DI DATE IENGRI DATE I ORAWiNG SO8M & I SCM F. NONE DAZE srnnrs HARBOUR RIDGE PROPERTY OWNERS AS [; � �CONSIRUCDON DRAWN BM TJ 04/04/12 12600 NW HARBOUR RIDGE BLVD. L,1 EaR Iry max atEt BY: CRM "/Da/12 PALM CY, FL AMERICAN BUILDINGS COMPANY L 1 Ili �DESIGN APPD W.1 CMC 04/04/12 RICHARD K. DAVIS CONSTRUC DRAWING. R�'�0• _ c�B By. Ti 04/02/12 45,17:32 _ Vm 38.1 NUMBER' 11645103 E-01 0 TABLE DEPTH 7 7/E X 1 11'10 n 12 2 32'0 Sp 29'4 ie 5 O 3'9(4 1/16) 3'S 2'1 2'2 e 7a 7a 113.71 1 14%1 TO CL OF COLUMN 1 14'8 1 TO CL OF COLUMN 32'0 OUT TO OUT OF GIRT ONE COLUMN & BEAM CROSS SECTION AT FL. 1 NOTE THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. PERMIT USE ONLY HARBOUR RIDGE CHEMICAL D NOT FOR CONSTRUCTION NO. REVISIONS MADE CKD - DATE ENGR MTE N0. REVISIONIMADE]CWDI DATE I ENGR 'DATE I ORAMNG SU®1RTN. SCALE: NONE DATE STAT15 - HARBOUR RIDGE PROPERTY OWNERS AS C) FOR mnslRucnON oRAYEN ar: T3 04/04/12 12600 NW HARBOUR RIDGE BLVD. ] � y cNE«m ar: as 04/04/12 PALM CY, FL AMERICAN BUILDINGS COMPANY C.0 ] F4Y F1mmxIR1' 0ESK71 APPD BW GMG 04/04/12 RICHARD K. DAVIS CONSTRUC ORAYANG' 11645103 E-02 REVNO. CID BY: Ti 04 0z 12 15.17:32 Va. 38.1 NUMBER' 0 SPLICE BOLT TABLE SPLICE OfY SQE _ OEP1H CLEAR AT VUCE A 6 3/4 % 2 1'0 1/2 10.3 9/16 R 1 3/4 R 2 3/4 (REF. BR40AAQ EFB43L-2.6 k EF843R-2.6 O Ml 3'5 12 }r- 330 ie 30'8 ie 5 O 3'9(+— 1/16) N 28'7 CLEAR 32'0 OOT TO OUT OF GIRT LINE C NOTE FRWE BRACE BM SDES AT SPEC0ED LOCATIONS (•) RIGID FRAME CROSS SECTION AT FL'S. 2 — 4 FRAME ID: 11645101.02A 04/02/12 09:10 2� m O Y PERMIT USE ONLY HARBOUR RIDGE CHEMICAL D NOT FOR CONSTRUCnON NO. REVISIONS NAOE CK D I DATE IENGRI GATE NO. REASIONS AVDE CK O I DATE IE14GRI DATE I DRAPING STJ800TAL SCALE. NONE I DATE MUIR ARBOUR RIDGE PROPERTY OWNERS AS ON DRAWN. W4 Td of/04/12 12600 NW HARBOUR RIDGE BLVD. a4RTd1EClC1a:♦D BT: cRM D4/aa/tR PALM CY, FLAMEANY mmnurr DESIGN APP 9BT: CIC 04/04/12 RICHARD K. DAMS CONSTRUC DRAWING. ) 645103 E-03 REYNO. CAD BT: TJ Ol 02 12 15:17il] Ve. 38.1 NUMBER' 0 AT B X 2 n 12 i �- 32'0-------------- 18 29'4 14 S O 3'9(+- 1/16) 3'5 3. 1 3 5 2'1 22 8. 7; _ - 77. 8. 13 a�T 14'8 'aC TO CL OF COLUMN I 14'8 g TO CL OF UMN I 1,37 32'0 OUT TO OUT OF GIRT UNE + COLUMN & BEAM CROSS SECTION AT FL. 5 NOTE THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. O h HARBOUR RIDGE CHEMICAL D PERMIT USE ONLY NOT FOR CONSTRUCTION NO.1 REVISIONS MADE CK D I DATE ENGR DATE NO. RENSIONS IMADEICK'Di DATE JENGRI DATE IORAW9IG SUBYRTAL SCALE. NONE DATE " HARBOUR RIDGE PROPERTY OWNERS AS [ ] FGR caRSTroN DRAWN er Ti 04/04/12 12600 NW HARBOUR RIDGE BLVD. [ ] FOR mPRa.�K nR By. rnM 04/04/12 PALM CY, FL AMERICAN BUILDINGS COMPANY [.] FOR PE1aMR oraY [ ] FOR PREIDRNIRi omc APPD 13v: cMc o+j04/12 RICHARD K. DAMS CONSTRUC oRAvnNG. 11645103 E-04 REVNO. CAD BY: Ti 04 02 12 15:17:33 Vn 38.1 NUMBER' 0 • THIS ROOF SYSTEM DESIGN USES WEB CRIPPLING CUPS S ROOF SYSTEM DESIGN USES ANTI —ROLL CUPS INSTALLED AS SHOWN IN SECTION RF53/BA AS SHOWN IN SECTION RF50/AA (uphill)ON DRAWING SED-003. RF50/AAA (downhill) ANT) RF51/BA ON DRAWING-003.LOCATED [INSTALLED ON ALL PURLINS ON FRAME LINES: 1 & 5ATIONS ARE INDICATED ON THE ROOF FRAMING PLAN.Clip Mark Number is: CL-15 Mark Number is: CL-12 - (MGHSOE) EAvE 9IRUr LINE SEE S.W. z o 5 0 0 O p O • n n 2 3 4 S I solo OUT TO Our of PURLIN TINE (LOWSIDE) S1 - (IS)SBA1 ROOF FRAMING PLAN s2 — 6c16-6.8 1/4NN PERMIT USE ONLY • HARBOUR RIDGE CHEMICAL. D NOT FOR CONSTRUCTION N0. REVI9ON5 NADE CKO DATE ENGR DATE N0. REVISIONS MADE CKO DATE ENGR DATE DRAWING SUB m& sT" SCALE NONE DATE HAR80UR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC AMERICAN BUILDINGS COMPANY [ ] FOR 0on6mucnON [) FOR � Ir O [•) FOR PENYIf ONLY [) FOR PREULmum DRAWN BY: Ta 04/04/12 cT1ECl® BY: cRM D{/able - oEGIGN APpo Br: cMc 04/04/12 DRAWING. 11645103 E-05 RE\'NU. NUMBER' 0 cAD BN Td w 02/12 15:173T va. 3at o BC6-24.4 - BCS- 4d ST S1 BC5-24.1 51 51 gG5-24.4 m m C1-12 \\ BCS-24.1-7 p.-12 0.-12 0.-12 \\ BCS-24.{� CL-12 \\ I-52 j �S2 �S2 / \ - FAVE STRUT _LINE (SEE SW.) 1'0 2'0 2'0 LM(U.NJ UP(UJU) LAP(U.N.) 6'4 8'4 6'4 6'4 16'6 6'4 eZ16-21.OKK 8216-2201IX eZ16-32.d0( 8218-21.OKK (9) REQUIRED (91 REQUIRED (91 REQUIRED L91 REQUIRED ' TYFlCIL U.N. IGL U2L rk U.N. 71PICIL U.N. 1'0 19'0 2O'0 20'0 19'0� 1'0 -7 N�N k —11 NOTE: ALL ROOF PANEL RIB TO PURLIN INTERSECTIONS JT REQUIRE FA5TENER(S). (MCHSDE) b \ A b \ A 0 \ A 0 \ A 0 \ A 0 \ A 0 \ A 0 \ A b \ A b \ A 0 \ A 0 \ A 0 \ A b \ A 0 \ A 0 \ A b \ A Ol \ A b \ A Ol \ A b \ A b \ A 1' \ A a1 \ A b \ A b \ A b \ A 1� A A A A A A A h YI Iq pi YI A A 11 A A Vl q A A A A A n 17 b n 3 � 3 0 b N 3 3 b N a 3 0 7 3 0 ry n 7 ry a 3 b N 3 3 b N n 9 N 3 b N 2 3 N 2 3 b N a 3 b N d 7 b 3 3 ry a 3 N 3 0 b N 3 b N 3 3 b N 7 ry 9 N. 3 9 9 n:• 9 0 `FD-74.4 FDE-2 (2)F1)C-2 (I1INSIDE) ROOF SHEETING PLAN rn PERMIT USE ONLY HARBOUR RIDGE CHEMICAL D NOT FOR CONSTRUCTION NO.1 REVISIONS IMADEICWD I DATE IENGRI DATE INO.1 REVISIONIWEICX'Dl DATE IENGRI DATE I DRAMNG SMBWR SCALE: NONE DATE ST^ HARBOUR RIDGE PROPERTY OWNERS AS [ I Eaa 0onsmu M DRAWN BY.1 Ti a4/o4/12 12600 NW HARBOUR RIDGE BLVD. - [ I OW � [�1FOR CHECKED Br. CRM 04/04/12 PALM CY, FL AMERICAN BUILDINGS COMPANY FTIR POW OM.Y [ 1 F pRETmNMO' DESIGN APPO BY.1 CMC 04/04/12 RICHARD K. DAVIS CONSTRUC DRAWING, REVNO. c^D er: id a a2 t2 ts:n:a� ve<. aat NUMBER' 11645103 E-06 0 n THIS ENDWALL FRAME MUST NOT BE ERECTED REFER TO THE FRAME CROSS SECTION AT THIS .n NOTE: ALL WALL PANEL RIB TO GIRT WITHOUT THE CROSS BRACING. u� INTERSECTIONS REQUIRE FASTENER(S). FRAME LINE FOR THE REQUIRED CROSS BRACING. /-CL19JK /-CL18M ,-ER-5201 _ I I 8216-16.32K \ SILL) F.O. \\\ BRS-I6i/—y I le 13 (78 u Li --4 -Z 8212-1fi32K \ // I I \ /� I I ` C8X11.5-15.3NN CBX1L5-152NN OPEN 3.2 1/2 FOR MASONRY WALL I I / (NOT B1' AH.CJ BR5-17.1� Al BRCS j 8-01018 lAP(UN.) 16'0 8216-16.31Q (21 REOUIRED TYPICAL U.N. 16'0 EC-5201 - 3070 PREA DOOR PKG. E3P D3 - DH8OC4-3.4 - =X4-&IO 15 YR /ifiAP1 CABLE MOLE GA-1 TCiL AT CORNERS - DJBOC4-4.9 5/1fiBP1 ENDWALL FRAMING AT FRAME LINE 1 NOTE: THE FRAMING AS DEPICTED ABOVE Is NOT DESIGNED TO ACCOMMODATE ANY FVRIRE EXPANSION. NOTE FIELD LAG 502UCNRAL CHANNEL TO MASONRY WALL W/l/2' ANCHOR BY OTHERS, AT 4'0 O.C. MAX - TCB1R & TRECR 3_7_, FFDH2 3'4 X 3 (78 SILL)LI-) nl o R o I a 11-FSJ7 33- i a i a j a a m a R+FDH2 3J-1 NI � I^ 1 nl r .I LL 41 Li Al (35)FPFV-2 W/(35)FPEC-1 Al - 3070 PRFA DOOR PKG. UP SHEETING PACKAGE MK# EW01S-B AT FRAME LINE 1 _ (L3P26) . DRAxING SUBMRTAL SCALE: sTAsus I FOR CON61R1ICTION DRAWN BY: I FOR'WPROVAL CHECKED E I FOR PERMTr WILY I FOR PRELIMINARY DESM AP D BY: TJ 04 02 12 DATE HARBOUR RIDGE PROPERTY OWNERS AS F/04/12 12600 NW HARBOUR RIDGE BLVD. t �n PALM CY, FL y04/12 RICHARD K. DAVIS CONSTRUC N. 38.1 PERMIT USE ONLY NOT FOR CONSTRI RICAN BUILDINGS COMPANY 11645103 E-07 I REVNO. 0 n THIS ENDWALL FRAME MUST NOT BE ERECTED WITHOUT THE CROSS BRACING. REFER TO THE FRAME CROSS SECTION AT THIS FRAME LINE FOR THE REQUIRED CROSS BRACING. ER-52011 CLIWK-\ C-IWK-V ' 9216-163Kz I I �\ BR5-17.1 34 % 3IL F.O. j O'a sTuJ to i;l ' \ 8Z12-163KZ C8X11S-15.3NN \ CB%11.5-15.7NN I I OPEN 3'2 1/2 FOR MASONRY L4A1 /-' / '(NOT BY A.B.C.) / BR5-16.6 EI-0501B 8Z16-16.3ZK 2). REOUQRED UN. 16'0 32'0 OUT TO OUT OF GIRT LINE 1610 EC-5202 - 3070 PREA DOOR PKG. UP D6 - DKSDC4-3.4 - DJSOC4-*A 5/16API GABLE ANGLE GA-1 TYPIGL AT CORNERS - DJ60C4-4.10 15/16SPI ENDWALL FRAMING AT FRAME LINE NOTE THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNEO TO ACCOMMODATE ANY FUTURE EXPANSION. NOTE FIELD LAO STRUCTURAL CKANNEL TO MASONRY WAL W/1/2" ANCHOR BY OTHERS AT 4'0 O.C. MAX ,n NOTE ALL WALL PANEL RIB TO GIRT y---] INTERSECTIONS REQUIRE FASTENER(S). A2 . (3.5)FPFV-2 W/(35)FPEC-1 A2 - 3070 PREA DOOR PKG. L3P SHEETING PACKAGE MO EW05S—B AT FRAME LINE 5 (L3P26) PERMIT USE ONLY HARBOUR RIDGE CHEMICAL D NOT FORCONSTRUCTION N0. REVISIONS I MAOE C % I DATE IDIGRI DATE I NO. REVISIONS MADE CKO I DATE ENGR DATE ORAWNG SUBWITTA I SCALE NONE DATE STAT05 HARBOUR RIDGE PROPERTY OWNERS AS m I DRAM en rJ at/c4/t2 12600 NW HARBOUR RIDGE BLVD. [•) FOR PEt01T ONLY :Zn T °4/°4/12 PALM CY, FL AMBUIU)INGS COMPANY ( ) Po rRumNARY DESIGN AP�''PD ar: ac ERICAN 04/04/12 RICHARD K. DAMS CONSTRUC DRAWING. 11645103 E-07A REVAO. CAD W.- Ti 04 02 12 15:17:34 Ver. 3a.1 NUMBER" 0 AlK '. 11 1 M. , huu 8212-22.aKK 8Z12-21.= r\ r I I I _rLpl 4 r BZ16-220KK ice TDL 4I 1216-21MW IN hl Try. I \\ Yo1 �-01 C8XII.5-20.ONN I _. I MXIIZ-20.ONN 2'4 % 2'4 F.O. _ _ 2'4 X 24 F.O. (5-0 SILL) �\\ (5.0 SILL)) OPEN 3'2 1(2 FOR MASONRY WALL _ SR5-231 - Mug BY A.&C.) I F 2'0 2'0 2'a LAP(U.N.) LAP(U.N.) LAP(U.N.) 10 ��Ois'a N. I zao I 9PI Q ua �m 19'a 1.O D1 - DNfia4-2.4 D2 - 0180C4-6.7 1/BAPI D3--DJBD04-6.7 I/8EIP1 80'0 OUT TO OVF OF GIRT ME (LO I)E) SIDEWALL FRAMING PLAN AT LINE C NOT@ FIELD IM STRUCTURAL C NEL TO MASONRY WALL W/1/2- ANCHOR BY OTHERS AT 4'0 O.C. MAX ,m NOTE ALL WALL PANEL RIB TO GIRT 4r71 INTERSECTIONS REQUIRE FASfENER(S). CE-1R 5S GT1 W 55 C1 h 5.5TFSE GE IL - m m < d N N ry ry N N N N ry N N N =0N2-27 m ��-)?'� 0 m 1 I I I m' I 0 I 0 I 0 I I N' I m - I 00 I b- I T1 00 I 00 I I I m I a a a a a a L a I I a a a a a a a a a a L a II ,I a a a u a I� LLI I� 41 M_ _M �1-2.7 FSI1-27 2'4 X 24 F.O. 2'4 X 2'4 F.O. (5'a 9LLJ (5'0 SILL) (8)FPFV-2 W/(8)FPEC-1 (LaWSIDE) SHEETING PACKAGE MK# SW01S—B AT LINE C -- - - (L3P26) :I_t 71iP1 71�Zd�A�I�ISICNil�S, ORAnM m6u0ra SCALE. NONE DATE ST" HARBOUR RIDGE PROPERTY OWNERS AS [ ] FOR �cansmucnoN DRAWR Br: ra a4/ahz 12600 NW HARBOUR RIDGE BLVD. I-] FOR PERMR ONLY CNECIOD IiY: rnu a4/04/1z PALM CY, FL ( ] FOR PRFLI6NARY I DESIGN APPD BY.1 ONc 104/04/121 RICHARD K. DAMS CONSTRUC PERMIT USE ONLY NOT FOR CONSTRUCTION 11645103 E-08 1 - 0 1l81 S 19.11 1 2KH iH8095-19.11 1 2RH rlHB 19.11 1 2HH 1H8055-19.11 1 2HK BZ14-18.11 1 2X1 821h19.11 1 = 821h19.11 1 2X1 BR5-22-11 n \ � / N 21 OHBOCh16.0 22 DH80C4-1fi.0 8Z16-5.9 1 4 OHBOC4-10.0 8216-5.9 1 42K - _ � - _ \ "1 �_ N 21 N 22 _ _ N_ 8218-5.9 1 4KZ SZI6 5.9 1 42K. _C77_3 pi O Y P1 P2 // C8X115-20.ONN � OPEN 32 1 /2 FOR WASONRY WAl1 - n / BY C.) � A&B.c.) BR5-2210 —.� 16'0 X 10'0 F.O. 16'0 if IWO F.O. 10'0 X 10'0 F.O. lAP(UN.) VF(U.N.) 1'0 I IWO 2.0 - 1'11 1610 2-1 1 S'O IWO 5'0 C8X11.5-1.9 1/4HN -BZI6-ZB I/4P1 =115-4.9 1/4NN BZ16-21.0KK (21 REQUIRED (2) REQUIRED (2) REQuiRm (2) REQUIRED CAL UA TYPICAL U.N. CAL UA WPICAL U.N 1'0 1910 20'0 20'0 1B'0 1b 3 2 1 ip 80'0 OUT TO OUT OF GRT LINE 21 - 8Z16-1.9 1/4KZ P2 - M115-1.10 1/NiN 22 - 8Zi6-2.9 1 4P1 P1 - C8%11Se1. 1/4NN m - 8216-210 1/ 1 (HIGHSOE) SIDEWALL FRAMING PLAN AT LINE A ' NOTE FIELD L STRUCNRAL CHANNEL TO NOTE ALL WALL PANEL RIB TO GIRT 1IISw ONRY W 1 2- ANCHOR BY �� INTERSECTIONS REQUIRE FASTENER(S). OTHERS AT 4'0 OX_ MAX ' THELiR 55 THLi-152 THELIL ^ N N II VI N N 1A n N YI N n N N n h N N N 14 YI Il I I 1 < < 6 6 1 1 < < 6 1 I < 6 1 < LL I 1 < < 6 d 1 I 1 < < < < 1 1 LL 6 (2)R=-&4 - (2)FOH2-8.4 (1)FOH2-10.3 N N N N N. N N N OO N N O O N OO OO OO N N O O O OO mO OO O O 12 - YI n W n W n N n 16'0 X 10'0 F.O. IWO X IWO F.O. l0'0 X IWO F.O. 1I�I (3)FPW-2 W/(3)WEC-1 (0.25)FPFV-2 W/(0.25)FPEC-1 (05)FPFV-2 W/(OS)FPECT (0.75)FPFY-2 W/(0.75)WEC-1 (HIGHSIDE) _ __SHEETING PACKAGE MK# SW02S—B AT LINE A (UP26) . PER MR USE ONLY - HARBOUR RIDGE CHEMICAL D NOT FORCONSTRUCTION N0. REVISIONS I MADE C 'D I DATE JENGRI DATE I NO.1 REVISIONS 1100EICK-01 DATE JENGRI DATE I DRAWWG SU f7A1 STATU9 I S(.,ITLE NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY. FL RICHARD K. DAVIS CONSTRUC - AMERICAN BUILDINGS COMPANY C FOR CONSIBUORON [) FOR APPRww PFRYIf arar [ ]FOR I'IZE1116NARY mm W:j Ti 04/04/12 CHEMED Wt MI 04/04/12 DESIGN APPD Br: cuc 04/04/12 REvNo. DRAWING: 11645103 E-09 NUMBER' 0 HD W.. Td 04 02 12 15:17:35 Vn'. >0.1 SQUARE SQUARE RIGID vnn Ftcr.Nnmrl sTAr lay. w arAN a �uA HA Gi w .B'Mc IafD nAvr IIFM1K D'V2 K3P WNl6 END RiT GFM 6 WIAIG L0� THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF OR WALLS IS TO HAVE THE PRIMARY FRAMING PLUMB AND SQUARE FOR BEST RESULTS, IT IS RECOMMENDED THAT A TRANSIT BE USED MEN ERECTING THE STRUCTURAL STEEL BE SURE TO READ THE GENERAL ERECTION GUIDE PRIOR TO COMMENCING ERECTION. THE MET& BUILDING SUPPLER STRONGLY RECOMMENDS THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP ENSURE WORKER SAFETY. ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A RGENCY TELEPHONE NUMBERS, LOCATIONS OF FIRST ND STATIONS AND EMERGENCY SHOULD BE KNOWN TO.ALL EMPLOYEES. ADMINISTEREDUWITHGSOUND JUUDGMENT COER INTENDS NSISTENT WITH GOOD SAT THESE DRAWINGS FETY P PRARCRICES D ALL SAFETY PRECAUTIONS, OSHA SAFETY REQUIREMENTS, OR ANY OTHER APPROPRIATE SAFETY IHEOUIREMENTS. CUSTOMARY OR STATUTORY, MUST BE ADHERED TO, TO ENSURE MAIMMUM WORKER SAFETY. IF OIL OR OTHER SLIPPERY SUBSTANCES ARE SPILLED ON THE ROOF/DECK PANELS, WIPE THEN OFF IMMEDIATELY TO PREVENT SLIPPING OR FALLING. - YOU SHOULD MANTAN A FIRM; SAFE POSITION WHEN USING ANY TOOL YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN. REUTON TOTHEROOF EDGE WHEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON THE ROOF AREA DO NOT UNDER ANY CIRCUMSTANCES STEP OR WALK ON THE SURFACEOF ANY FIBERGLASS SKYLIGHT. IF FOOT TRAFFIC TS NECESSARY OVER SKYLIGHT, USE WALK BOARDS THAT ARE PROPERLY SUPPORTED BY THE BUILDING PURUNS. —` BOLT DULJETER DIMENSION W W A3 n HEAD BUILDING. ALIGNMENT _ GE01 SAFETY COMMITMENT ,.. _ _.. _ GE70. ASTM A325T BOLT IDENTIFICATION - MFO 1I AA AA I AA ._ BOLTED JOINTS: F BOLTED JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE 'SPECIFICATION' FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS-, JUNE 30, 2004, RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. UNLESS NOTED OTHERWISE ON THE ABC ERECTION DRAWINGS,.ALL A325 BOLTS ARE USED IN CONNECTIONS DEFINED AS SNUG -TIGHT` JOINTS (ST).- FOR INSTALLATION IN SNUG -TIGHT JOINTS, ALL BOLT HOLES SHALL BE ALIGNED TO PERMIT INSERTION OF THE BOLTS WRHOUTIUNDUE OAMAGE TO THE THREADS. BOLTS 'SHALL BE IN ALL HOLES WITH NUTS THREADED BEFORE COMPACTING THE JOINT TO THE SNUG -TIGHT POSITION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT. THE SNUG TIGHT CONDITION IS THE TIGHTNESS TUT IS ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH SO THAT, THE CONNECTED PUSS ARE SOUOLY SEATED.AGAINST EACH OTHER. BUT • NOT NECESSARILY IN CONTINUOUS CONTACT. MORE TILAN ONE CYCLE THROUGH THE BOLT PATTERN MAY BE REQUIRED TO ACHIEVE THE SNUG -TIGHT CONDITION. CONNECTIONS WITH A325 BOLTS WHICH ARE DEFINED AS PREIENSIONEO (PT) OR SUP -CRITICAL RWORD. ALL CONNECTSC) JOINTS WTU. BE IONS NS WITH A 90 BOAS SUCH ON UTS ARE EITHER. PRETEN 0 ED (E ABC DRAWINGS OR BY THE PT) ENGINEER OF SUP -CRITICAL (SC) JOINTS. PRETENSONED JOINTS ARE TYPICALLY REQUIRED WHEN THE JOINT IS SUBJECT TO SIGNIFICANT LOAD REVERSAL THE JOINT IS SUBJECT TO FATIGUE LOAD WITH NO LOAD REVERSAL, THE DOLTS ARE SUBJECT TO TENSILE FATIGUE THE BUILDING SUPPORTS A CRANE OF OVER 5-TON CAPACITY. OR THE CONNECTION IS PART OF THE SEISMIC LOAD RESISTING SYSTEM 4ND THE ASO SEISMIC PROVISIONS (ASC 341) ME APPLICABLE THE. SEISMIC PRCVISICNS ARE APPLICABLE WHEN THE SEISMIC RESPONSE MODIFICATION COEFFICIENT, R. IS TAKEN GREATER TUN 3. NOTE THAT LOADINGS MOM WIND OR SNOW ARE NOT CONSIDERED SIGNIFICANT LOAD REVERSAL OR FATIGUE LOADINGS. SUP CRITICAL JOINTS ARE REQUIRED WHEN SUP IS. DETERMINED TO BE DETRIMENTAL TO THE PERFORMANCE OF THE STRUCTURE. INSTALLATION METHODS PERMITTED FOR PREIENSIONED AND SJP-CRITICALJOINTS INCLUDE TURN OF THE NUT PREIEHSONING. CALIBRATED WRENCH PREIENSIONING„TWIST-OFF-TYPE TENSION CONTROL BOLT ASSEMSUES. AND DIRECT -TENSION -INDICATOR PRETPSONING. PRETENSION VALUES EQUAL TO OR GREATER -THAN THE VALUES LISTED IN THE BOLT PRErENMCN SCHEDULE SHILL. BE PROVIDED.. FOR INSTALLATION BY TURN -OF -NUT PREMNSIONING, ALL BOLTS SHALL FIRST BE TIGHTENED, IN ACCORDANCE WITH THE SNUG -TIGHT PROCEDURE ,.THE NO OR HEAD. AS APPLICABLE SHALL THEN BE ROTATED BY THE AMOUNT SPECIFIED IN THE BOLT PRETENSON SCHEDULE PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT. THE PART NOT'MRNED BY THE WRENCH SHALL BE PREVENTED FROM ROTATING DURING THIS OPERATION. ASM A325 BOLT PRETENSION SCHEDULE BOLT 00. SPECIFIED MINIMUM BOLT PRETENSION - NUT HEAD ROTATION FROM SNUG -TIGHT CONDITION LDS 4d611LDi6e 1/2.0 12 KIPS 1/3 TURN 1/2 TURN 3 4.0 ' . 25 KIPS 7/8.0 39 KIPS 1'0 - 51 KIPS (LEI- LENGTH OF BOLT) INSPECTION: FURTHER EVIDENCE OF PRETENSION LOADS WILL APPEAR SLIGHTLY PEENED. NO FURTHER EVIDENCE CONFORMITY IS REQUIRED. BOLT INSTALLATION & INSPECTION NOTES 1 MF91 1/2.0, 3/4.9. 7/8.0 & 1.0 STRUCTURAL BOLTS (M25) I AA HARBOUR RIDGE CHEMICAL D DRAWINGSTAINS suBMMA. SCALE: I NONE I ] FOR CONBNRUCRON I DRAWN BY:I Ti I ] FOR APPT I1 FOR Pamir ONLY [•] 8Pamir JT CHECKEDBY: CRAP [ ] FOR PRELIMINARY I DESIGN APPO BY: 1 0 DATE HARBOUR RIDGE PROPERTY OWNERS AS T/D4/12 12600 NW HARBOUR RIDGE BLVD. T/os/1z PALM CY, FL Nos/12 RICHARD K. DAMS CONSTRUC 11645103 SED-001 SNFI. ENH vtlMA 9Eu➢ eE TN+MD BR40A =N„T E'OI YpTYpI 9qN➢ � Tp.pgy m Ug ME Yi6f /.rD YCST rDruClnE Flffl'llax 2ana1¢ M m UY TIE SILEST .Vm WSi N10oUCmE D¢clgM lEQwmIFS EAVE STRUT SPLICE PLATE EAN STRUT STRUCTURAL FASTENER(S) /12%1 1/4' �(6) PER SAVE FRAME BRACE IN PRE -PUNCHED HOLES t LAVE $R2Uf BRMKE[ (SHOP WELDED EAVE FRAME BRACE EFB_ _ RAFTER _ CONNECT AT SAVE FRAME BRACE SPUCE PLATE BOLT EFB— _ CLOSEST TO INSIDE KNEE COLUMN NOTE • FRAME BRACE TABS TO BE LONGER BOLT SUPPLIED IF BEM IN FIELD AS RED. • FRAME BRACE TARS TO BE REQUIRED FOR SPLICE PLATE BENT IN FIELD AS RED. TO EFB_-_ CONNECTION (2) 1/2 X 1 1/4 A325T/ 1/2 HVH% NUT WAY rEY w T< a m wlvs Iawc uw W AW Tv6. W/2 H.T. W mxrE ff s m NEP xA•ms AYO fEE! CVM OF YQNIC LOADS FRAME BRACE --- PURLIN (2) 1/2 % 2VHX A325T/ (p) 1/2X 1 1/4 1/2 HNUT 1 2 HV NUT MAY VARY SEE BSOIM ENDWALL RAFTER STIFFENER ENDWALL INTERIOR COLUMN RIGID FRAME STRUCTURAL (6) PER EAVE I r'ORNER (4) 1/2 % 1 1/4 A325T/1/2 HM1XNUT SPUCE PLATE COLUMN • LENGTH WELL VARY BASED UPON CONNECTION THICKNESS —CONNECT AT SPUCE PLATE BOLT CLOSEST TO INSIDE KNEE aw0�i w ElnEm aF EaMs NOTE: INwc uwm er umrmE Isnro LONGER BOLT SUPPLIED IF DE410E a sn¢ m xu� REQUIRED FOR SPUCE PULE AVD Ntr asw oT uaxlm LOMs TO EFB_-_ CONNECTION A325T BOLTS OYP.) (SEE CROSS SIZE AND QIFOR QUANTITY) TT 1. C_ BRACING ROD CONNECTOR \ HIM HUT BR A325T BOLT/ CUT WASHER HVH% NUT R00 BRACE HILLSIDE WASHER CUP HILLSIDE WASHER (SHOP WELDED) BWP- (nP) I CUT WASHER Xm M NIX NUT. A325T BOLTS (T1'P.) (SEE CROSS SECTION FOR SIZE AND QUANTITY) 1 1/471 1/4' n r n I w 9/16'0 v COLUMN NOT > SHOWN FOR CURRY. CL OF COLUMN NEW 'A -A' ENDWALL. RAFTER SPUCE B 1 1/4 1 1/4' 1/2 .A. 358' I I w .+1 SMUT Y I !F LDMS 'A BFwc uP.ID IiY AW rRE WTXD @•Ml a ma m FFID Iw165 .. NET CLFM Of YOAHL III/➢S RIGID FRAME COLUMN 9/16.0 HOLES 3 1/2' COLUMN NOT A SHOWN FOR HICHSIDE ENOWALL� CURRY. RAPIER • (4) 11 % 1 1/4 A325T/ 1/2 HVHX NUT Ct OF COLUMN HIGHSDE CORNER COLUMN NEW 'A -A' • LENGTH WILL VARY BASED ON ENOWALL RAFTER SPUCE IC CONNECTION THICKNESS 5A'ETY PfETlJlllax: srtt wLu w nlE arin of ID.Ds Bdlf: YO/Ot 9Y ANY TYPf 1➢lPC DEwCt. a v¢ m Ivm rums Arm NETaFAn � uwvm Loss TYNCAL CONNECTION. AT (TAPS 0.2 NF1ER r— T DIGS momm CABLE GRIP A325T BOLT/ N NUT BRACING ROD CONNECTOR I CABLEH% BRC_ • COLUMNRAFTER FLANGES ONTITED OLUN FOR CARY. CM COLUMN OLMNR CABLE/ROD BRACE DETAIL BR01 ENDWALL ROD CONNECTION TO CORNER COLUMN BR20- PERMIT USE ONLY AA AA HARBOUR RIDGE CHEMICAL D NOT FOR CDNSrRucnoN E9 REVTSIONS MADE CKD DATE BNGR DATE. N0. RENSIONS MADE CKO BATE ENGR DATE _0RAMNG SUBYTITIL sTATus SCALE; NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC ' AMERICAN BUILDINGS COMPANY [ 7 FOR caFnTTalcnon [ ]FOR APPROVAL [•] FoR PETWR MY [ ] FoR Pf83AutURY DRAWN BY.Ta 0/04/12 CHECKED BY: cRu 04/04/12 OESNRI-APPD BC CNC o4/a/Iz DRAWING."D' NUMBER• 11645103 SED-002 0 CIO Br TI 04 03112 09:22.51 V>. sat PURUN PURUN WEB REINFORCEMENT CUP AT ADI- ROLL CUP pN11- ROLL CUP CL-15 pURUN SPACING PURUN SPACING AT MT - ROLL CUP CL-12 - 8' PURUNS I CPB-1 BRACE CHANNEL CPB-i BRACE CHANNEL CPB-1 CL-13 - 9 1/2• PURUNS FIELD ATTACH USING SC16-LENGTH FIELD ATTACH USING 6C16-LENGTH (2) 1/2 X 1 1/4 A325T/ ` (4) STRUCTURAL FASTENERS I /12X1 1/4 SDHH (4) STRUCTURAL FASTENERS y12X1 i/{ SOT1H I FIELD ATTACH STRUCTURAL FASTENER(S) PURUN AT SPACING 1/2 HNIX NO `�`.` [ [ (2) /12%1 1/4 SOHH WITH ANT -ROLL CUPS SEE BR90B0. (SEE NOTE FOR LOCATIONS) PLATE MUST BEAR ON RAFTER DETAIL .� 'TOP' MARK TO TOP - b ------- it l PURUN (M f_____b (2) 1/2 X 1 1/4 A325T/ PURUN (TOP) r BRACE CHANNEL 1/2 HVHX'NUT� - 1/2 X 1 1/4 A325T/ pN11_RpLL CUP STRUCTURAL FASTENERS) ' • 1/2 HVHX NUT O OR FOR FLANGES CL-I2•/ CL-13. _ [[ 77 // 1 812X1 1 4 7/16` - 1' LOCATION AND ORIENTATION MAY VOFit' TYP: EACH PORLIN U.N. • 1/2 X 2 A325T/ RUM TO ERECOON DRAWINGS • BRACE CHANNEL MAY BE LOCATED ON THE UPHILL OR BRACE ANGLE 1/2 HNNX NO DOWNHILL SIDE OF THE ANT -ROLL CUP CONNECTION. 55BA1 • NOTE WHEN ATTACHING CL-15 USE TWO RAFTER REFER TO ERECTION DRAWINGS. (CONTNUOUS) FIELD ATTACH BOLTS. TOP BOLT LOCATION VARIES CONNECTION AT FRAME LINE INSTALL BRACE CHANNEL AS CLOSE AS POSSIBLE CONNECTION AT BRACE ANGLE STRUCTURAL FASTENER(B) (2) 812X1 1/4 SOHA BY MEMBER DEPTH ^1Ot PION �oeaR sNman �1BMM♦D TO THE ANTI -ROLL CUP. m.ux na suEsr AW uasr PRCPICINE tlarna TFnua9v¢ BRACE ANGLE SEAT -ANTI-ROLL CLIP DETAIL. RF57 BRACING DETAIL THROUGH -FASTENED 8- OR 9 1/2- PURUNS - ROOF _.. BR51 BA BRACE CHANNEL. INSTALLATION ABOVE BRACE ANGLE.. BR92 PURUN WEB REINFORCEMENT CUP REQUIRED AA BA ADDED STRUT PURUN YRTi Dv[WIpK: ______ __- (IF REO•D) � rvomals Mann 1PAvltn N 1� PPmFFR t1¢Clmn P.S2WI6S THROUGH -FASTENED ROOF _----- --A /2 yy- _-__� ____ ______ i/2 HVH% r _ _____ ______-_ - _ WfDE (2) HT WAS. HE PURUN / GIRT •. _________ (ONE UNDER THE BOLT HEAD _______________________�__-____- _--------- - --�-- AND ONE U14DM NUT). RIGID FRAME !E - - - - - MASONRY WALL COLUMN O OU0 FINISHED FLOOR _ ri _ _�—________-- FRAME BRACE '�' .. _ BRACE ANGLE J A STRUCTURAL FASTENER(S) SBAI GRADE LEVEL . A U@1zx1 PU1/4 EACH RUN U.N. - BRACE FB-_ BOTH SIDES N STRUCTURAL FASTENER(S) 1/2 % 1 1/4 A325T/ IF REOAME 6' MIN (}) j12X1 1/4 f /2 HVHX NO ME BUILDING ORAWMGS (NO WASHERS REQUIRED) RAFTER OR COLUMN BRACING WITH THROUGH -FASTENED BR97 FRAME BRACE BR17 FOUNDATION _ MA02 SECTION "A -A" .ROOF I FOR BYPASS PURUNS / GIRTS AA NARONRY APPLICATIONS SECTIONS AT MASONRY SIDEWALL I AA LAP DETAIL BA USE WOO BLOCKING TO ELEVATE AND SLOPE ME PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO ORAN. WOOD BLOCKING PLACED BETWEEN ' PANEL BUNDLES WILL PROVIDE ADDITIONAL AR CIRCULATION. COVER THE STACKED BUNDLES WITH A TARP OR PLASTIC COVER LEAVING ENOUGH OPENING AT THE BOTTOM FOR AR TO CIRCULATE. WALL PANEL i WALL FASTENER 1/2'0 LAG BOLTS 5 -0 O.C. 12X1 1/4 i 1'-0• D C. (BY OTHERS) yrLn gggN; Wpw�gs gNaw µvuis c&p CQrE W01 IW.IIPC PAYER BUND RNEf �B RIVET 2 -0' O.C. i HEADER CHANNEL i I I y 1 1/2' I MASONRY LONGSPAN SHOWNARCH. RAIL [IlE N MOLT IRS SIMI III AND NULT RIB SINIUR PANEELL TWM ,., _ _ v -- FPEC-1 TARP OR PLASTD COVER USE SPACERS BETWEEN BUNGLES DRIP FLASHING FPFV i v / v L • BLOCK ABOVE GROUND TIE DOWN WALL PANEL TO MASONRY DETAIL. MAO8 PANEL STORAGE GE51 PERMIT USE ONLY • MASONRY ARPUGTIONS PARTIAL MASONRY WA15 AA LONG'SPAN III, ARCHTTEMRPL III, AND MULTI -RIB PANELS ,AA HARBOUR RIDGE CHEMICAL D NOT FOR CONSTRUCTION NO. REASONS MADE CK D DATE ENGR DATE NO. REVISIONS MADE CK D DATE ENGR DATE DRAWING SUBMTTML SCALE. NONEWDATESTATUS HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC AMERICAN BUILDINGS COMPANY INUMBER• FOR CONSTRUCTION PERMIT O1LLY[ 7 + MN+R+' DRAWN BY: TJ CHEC BY: craJ DESHCN APPO SY: ac DRAWING.1645103 SED-004CTJw 0 w ,NOT635 5 GVIGE BdB -..1. HMN - cox l B]I ipR MPFmn NR iEWNES I� MMImes 1IiEq� /2'.l'ffiT BGT FM S 1pll LINTEL 1F]®mm 1/2 NNCI < 31e 11 - 19 1 ] lb AH9 � - In J p 91 a - 1 a ] m A1w. AJTST ]�. �r •] le AYp � Rm . 1 t ♦ 11 X ] ID� g. ]RSi 1 -1'♦"AIRST - 18 1 -X ]] ] Rj x A3]5TlIr11 1 X.] 5 OE R 1 At 1J 1 1 .% J 5 ALA pE R 1 AITST11 1 5 l 1' R 1 X J'5 AIM DE.. SIST 1 % 2 1 %35 ARA DE. 1 X2A= 1 X35 AWM- V --1 '%.21 '% ] 5 'AIOI-�:. 1 ODER JS£GM- ODE>]i. EE 1 � INAT Nl XVWGI6 _ 2 X 6(01'00 BLINKING vt[rr I'RECNRUtI W0OTHERS) W M! STEP. SR Oi d1® OV VAl1 cops w MVE p1Rns' TY ro RI TYS giEClL11pN WY PIDILT H A 9RG1$ 04111i1'. .GIRT SPACING FRAME COLUMN TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE. A 2 X 6 MINIMUM BOARD SRE SHOULD BE USED. REFER TO THE CROSS SECTION 'FRAMING DRAWINGS TO DETERMINE ME GIRT SIZE AND SPACINGS. 1/2 X 1 1/4 A3 1/2 HVHX AS (1) 1/2 X 1 1/4 A32ST/ 1/2 HIM NUT AND (t) 1/2X2 3/16 M49 DE - TYP MY VARY SEE BS02M INSTALLATION OF THE. BUILDING WALLS IS GENERALLY DONE BEFORE THE ROOF. BEFORE STARTING THE WALL SHEETING OR INSULATION, CHECK TO BE SURE THAT THE EAVE STRUT AND GIRTS ME NG -BOLT REQUIREMENTS FOR -SECONDARY -FRAMING CONNECTIONS -. BS02 TO THE PRCPER LENGTH AND INSTALL BN THE �EIWEEN THE CUT MUNES OFPORARY GIRTS. THIS BLOCKING CAN BE GIRT BLOCKING GE03 BYPASS LAPPED GIRT CONNECTION TO COLUMN. WF02R AT COLUMNS - AA MOVED FROM BAY TO BAY WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED. NORMALLY, - AA - AA -. ONB LINE OF BLOCKING PER BAY WILL BE StIFFlCIEM. • ENOWALL. SM'ETY PPEuu1NMt • I_ oa xar sw. m m a� ax rw. ales a v.E snwrs, TA91NE ro cop.¢ ILL ::.. ro >ns PrECLrlmn uAr D%sAr w A • 1/2 X 1 1/4 A]YST/ 1/2 Mx NUT CORNER COLUMN ••••• Ynap Nucor. a. __. _.-.. crrnnu s I (2)2 1/2 X 1 1'/4 A3251'/ HVHX NUT MAY VARY SEE BS02M I 1•� LTURR- FASIENER(S) j12X1 1/4 / SECTION A SECTION A Aom, ::3;: WITH 1/2 DE BOLT IN PLACE, OUTER ZEE GIRT CAN BE ATTACHED WITH 1/2 A325 BOLT AND ADDITIONAL NUT ON 1/2 DE BOLT. COLUMN--� FLANGE GABLE ANGLE-/ GA-1 '- ' 1'-7 1 2• AT FLUSH ENOWALL GIRTS AT INSET ENOWALL GIRIS ( P2-7 A— 1/2 X 1 1/4 A325T/ S E BS02AA HVHX NUT - 2'-2' 1 2' AT B'. BYPASS ENOWALL AT 9 1 2' BYPASS ENOWALL ATTACH INNER ZEE 1/2 X 2 3/I6 A44S GIRT WITH DE BOLT - TYP 1/2 X 2 3/16 A449 DE BOLT - TYP •• COLUMN SEE BSO2M SEE BS02M NOT REQUIRED IF OPEN ENDWALL CORNER GIRT CONNECTION (RIGID FRAME CORNER COLUMN) WF04 BYPASS GIRT TO COLUMN CONNECTION (LAPPED GIRTS ONLY) WF10R BYPASS GIRT TO COLUMN CONNECTION (LAPPED GIRTS ONLY) WF1 ORA BYPASS CEE GIRT WF11 R BYPASS-SIOEWAL. /BYPASS. INSET OR FLUSH ENOWALL AA STEP ONE AA STEP TWO - AA _ .. AA 1 192 1/2 X 1 1/4 A325T/ (2) 1/2 X HVHX NU AND (1).1/2%2 3/16 AM9 DE -TIP MAY VARY SEE ES02M NOTE FOR NON -LAPPED GIRT CONNECTIONS TOF THE APPROPRIATE 25T BOLTS MUST BE USED. • BYPASS GIRT WF58R BYPASS NON —LAPPED GIRT CONNECTION TO COLUMN WF61R AA AA ARBOUR RIDGE CHEMICAL D � SUBMITTAL I SCALE: NONE DATE ST"TBS HARBOUR RIDGE PROPERTY OWNERS AS FOR CONSIRUCIIOK DRAWN BY: TJ 04/04/12 12600 NW HARBOUR RIDGE BLVD. FOR APPROVAL a1Ecl¢o aY: cw2 04/04/12 PALM CY, FL FOR PEWR ONLY FOR PRE3A@NAM' omcRN APPo ar: oXc o4/D4Nz RICHARD K. DAVIS CONSiRUC PERMIT USE ONLY NOT FOR CONSTRUCTION DRA9nNG.I11645103 SED-005 NUMBER' CAP (SEE FCP- NOTE 1. OUTSIDE CLOSURE REQUIRED FOR BLDG. SLOPES -1 1/2 : 12 OR LESS. 2. CAP FTASHING REO'0. FOR BLOG. SLOPES GREATER THAN 1 1/2 : 1 LONGSPAN PANEL (TYP.) GABLE ANGLE WALL STUCH FASTENER(S)) (TYP. AT SIDELAPS, SEE NOTE 2) -pp 14 X 3/313 DETAIL 'A' 2'-0. O.C. YEF2TICALLY WALL MAIN FASTENER(S) SEE NOTE 1) 12 X 1' NOTE '-0' O.0 DETML NOTE: SURE 1. WALK- FASTENERS) REQUIRED AT SIDEWAIL AND'ENDWALL GIRTS; BASE ANGLE, EAVE STRUT AND GABLE ANGLE FASTENER LAYOUT SHOWN ALSO APPLIES FOR LINER AND PARTITION PANELS. _. 2. PANEL STITCH FASTENER(S) AS SHOWN REQ'D. DELAPS OR AT FLASHING GOOD ALGNMENT OF THE FASTENERS WILL GNE A PROFESSIONAL APPEARANCE OF SHEET INSTAIJATION. THIS CAN BE ACCOMPUSHED BY PRE-DRIWNG HOLES IN THE SHEETS ' AT IDENTICAL LOCATIONS. UP TO 15 SHEETS CAN BE STACKED TOGETHER AND DRILLED USING A TEMPLATE SHEET. USE 1/8' OR 5/3T' DIANE(ER DRILL BR FOR SHEEP TO STRUCTURAL FASTENERS. AND A 1 4' OIAV ER BR FOR THE SDELAP CLEARANCE HOLES. CLEAN METAL FLINGS OFF PANEL SURFACES AFTER DRILLING TO AVOID RUST STAINS. THE TEMPLATE SHEET SHOULD BE LAID OUT IN ACCORDANCE WITH THE BUILDING ERECTION DRAWINGS. SINCE PRE-DRIWNG WILL TUNO' THE SHEETS R IS NECESSARY TO SELECT THE ENO OF THE BUILDING FROM WHICH THE,SHEETING IS TO BEGIN. PRIOR TO DRILLING THE TEMPLATE SHEET B SHOULD BE CHECKED FOR PROPER HOLE LOCATIONS. AGAINST THE BUILDING FRAMEWORK BE SURE THERE IS NO SAG IN THE PURUNS OR GIRTS. PRE -DRILLED TEMPLATE SHE srsxtr aatNlrorc uwrs uvn aEw rw uPwvm F>E Pml¢TYl1 w6T1 art]Unaw5 a tMrnae soaa mxs NOTE: SEE FASTENER LAYOUT WCOS/AB TO LONG SPAN III WALL MAIN FASTENERS) C") 11=1 1/4 V-0' O.C. UNE SUND RNET TYPICAL 6 REO'D. PER FLASHING LAP 1/8 RIVET ONLY AT PANEL SI LAPS AND FLASHING TO PANEL CONNECTIONS. - - KEEP ENDS OF PANELS ALIGNED PANEL CLOSURE, DETAIL AT RAKE _ .. RAO1 FASTENER LAYOUT WC05 PRE —DRILLING FOR. FASTENER LOCATIONS F-w-co-8-1 CORNER FLASHING DETAIL (OUTSIDE) WC21 ARCHBECTURPL. III, ARCHNECTURAL Y RIB OR LONG SPAN III WALLS AB LONGSPAN WALLS - AB. LONGSPAN. III WAIL PANELS I AB LONG SPAN III WALLS I AB 0 STRUT CLOSURE FLASHING TRI/4FASIENER(S) O.C. AT PANEL RIBS SAVE SUPPORT FLASHING OUTSIDE CLOSURE (SEE SECTION AT EAVE) GABLE LONGSPAN III PANELS CORNER FLASHING BASE ANGLE CORNER FCR-LENGTH MC-1 FLASHING AT PANEL RIBS ■IIImIIImIIIo%I� FASIENER(S) AT PANEL SIDELAPS GENERAL NOTES: 1. CROWD OR STRETCH PANELS SLIGHTLY AS NECESSARY TO NMNTAIN X-O' COVERAGE PER PANEL_ 2. PANELS MUST BE INSTALLED SQUARE WITH BUILDING FRAME 3. PANEL SOEIAPS STITCHED 2'-0' ON CENTER WITH #14 WALL FASTENERS. 4. USE -TOUCH-UP PAINT WITH AN ARTIST TYPE BRUSH. DO NOT USE AEROSOL TYPE PAINT FOR TOUCH UP. 5. GIRTS ARE TO BE BLOCKED TO MAINTAIN VERTICAL GIRT FLANGES. FAILURE TO MAINTAIN VERTICAL GIRT RANGES WILL CAUSE DIMPLING OF PANELS AT SCREW LOCATIONS. WALL FASTENERS - MISCELLANEOUS FASTENERS SPECIAL CONDITION FASTENERS Ifi 7/ �mm 2r I 11/s Ii➢ID IdVEIII]�� x i i/4 ras. gomurw nlmol sim xEX taAD u' FASIFMP WMYII YWFA. MNa rq. 1/e Hrn sAr aaua+c cNmav stm Tex rWAD FASlflO•W'(IftlrR WALRA wWt N0. /12Y1 1/{ SID01 ABF! tl1 wlCf N1 /IUI 1/4 9 4 6 U.PS um rV91ac !®.Gd➢H1 uP5 AF OrL'aYID W]PS, ro PAN¢ mN1ECTtt6 Topma (SIFII IIWWIF.S4S.f.WAIFR IMW:u G. wAUI mows rrr wm Ir ro AAD aouoac t/a7 FIF1D STRIICIUML ATIXSINIXIS 110iC@®m /Ia r 11/{ l�tl 3/,e DuurR Imn WmrvAeme ➢6GB012 oer Na,Dm mEm we ,I[x xFiD wFac xa or-t 1Ix x 1 t/x too FASIFMIi WIaOUf WA41fA 8li QtNNC GVZiJ' N SIFII HIX IffM LLVM NR /,MI I/{ eaqiovn fASlppt Wl11 KVl WA91W 9DQbIT 9C6AP LPaECmK wwt H1 /I'lYl ,/3 �a13 i�1 B �m6 oWxT Ta SRIIMIYPK conntcnare I eeBlTale'tl SRMA uoe AxnE cwrs. uW: (5� 1 P / S ELL.) �Fro1 �ElRS�/� Fe3D slwmIllPAL ATIAauons /14 x 3/4 tFli QIWINC mLm w1Oa1G HDC IU'M 4]i 'VI@M SIFFII. Mx DfSBBldtl IIFM rAyIFNFA WtIlO1R WA9R11 /Io x 1, 1/2 rwSIFT91 MIpIR vA91f11 u,FW m. /,{n/{ mIa I4Pl( xD. /Imn/x ma TAPTAG aaevl sm IrtZ HUD AasamT6 fA5R11fA W1M WA41ER F uAa, MD. earl ,/x mwW s mrD¢tToxs RAvmc To W4AVW .tWB uwnls PAN¢ IXY1NELfIR15 AYU O1XEA 91EFi TO AP$11'AL®' 9QEf CRINECIIRIS PANELS tp WL(A SRNCNRE (1/{' MX MEAD 2d1T IEOUYED) NOTE: AIL HEX HEAD SZES SHALL REQUIRE A 5/16- HEX SOCKET UNLESS 'NOTED. BASIC PARTS AND PIECES WC61 LONGSPAN WAILS -_ - _ - _ _ - _ AS DESCRIPTION SE(F-DPoUJNG COLOR MATCHING HEX HEAD WALL FASTENER WITHOUT WASHER SPECIAL ORDER DESCRIPTION: /17 X 1 7/16 SDHHNU d�1f2TION SHHEETT TO STRUCTURAL CONNECTIONS (BASE AND GABLE ANGLE. GIRTS, EAVE STRUTS. ETC-) THIS FASTENER SHOULD BE USED AT ALL WALL PANEL CONNECTION DETAILS IN LIEU OF THE WALL MAIN FASTFNER(S)/12 X 1 1/4 AS CURRENTLY SHOWN TYPICAL CORNER DETAIL AT PANELS WC20 NON -DIMPLING WALL FASTENER - 1 WC62 LONG SPAN 19 WAIL. PANELS I AB I LONG SPAN 10 WALL PANELS AND R-19 OR 6' THICK BLANKET INSULATION IAB HARBOUR RIDGE CHEMICAL D LUTE No. REVISIONS I WEI CKO I GATE I ENGR DATE I DRAWING SUSMRTAI. SCALE NONE DATE STATUS HARBOUR RIDGE PROPERTY OWNERS AS [; COrs1RUCnOR DRAWN BY: TJ 04/04/12 12600 NW HARBOUR RIDGE BLVD. [•] POR PERIJIr ONLY aEu�D B''' CRM 04/04/12 PALM CY, FL C ]FOR FPELJI6NM1' omTxR JaPO BY: cuc 04/o4/t2 RICHARD K. DAMS CONSTRUC PERMIT USE ONLY NOT FOR CONSTR( 11645163 SED-007 0 CLAMP AND WOOD BLOCKING BY OTHERS (SUGGESTED) FASTENER SEQUENCE sAR:r P..�ff"NIIIOH: 4AY AFL. YI ME �FM (f INf15 azmc uoWn m ANr TRUE IaTOc 0nxt IE sv¢ To vEm RVNos .WO iFET CIFM OF YpnNC NY➢S 1 17/32" WALL MAN FASTENER(S) WOOD BLOCKING ri /812X1 1.0 11 /4 - (LONG SPAN � PANEL I,_A Ct "OR RIB (OVERLAPPING RIB) I U°e�IJGI U" i 0 cmoos �0 I' Fs To TO LONC SPAN PA UwWY 'I n A auras BEARING OVERVPPINC RIB RIB 1 r 1/8"0 HOLE •° BLA"I T INSUURON LONG SPAN Ill PANEL LAP AND I OTHERS) PRE -DRILLED HOLE DETAIL LONG SPAN III PANEL SHOWN, .ARCHIIENEL CRV. PANSHOWN, MULTI RIB SIMILAR M .,LONG SPAN III, MULTI -RIB. MCHTECNRAL V RIB PANELS SIMILAR "A" 1/4" BUILDING STRUCTURAL LINE (GIRT UNE) MAN FASTENER(S) 1/4 O.C. BEARING RIB ARCH. PANEL OVERLAPPING (TYP. U.N.). I�IB EQ � -E0. 1/8"0 HOLE ARCHITECTURAL PANEL LAP AND PRE -DRILLED HOLE DUAL PRE -DRILLING OVERLAPPING RIB FOR STITCH SCREWS AS SHOWN WILL INSURE ALL SCREWS ARE ALIGNED. NOTI TO AVOID DIMPLING. 00 NOT OVER TORQUE SCREWS. BUILDING STRUCTURAL PRIOR TO WAN. SHEETING ALIGN WALL GIRTS AS SHOWN IN GEO3/M. LINE (GIRT UNE) ' 1 /2' INSULATION (BY OTHERS) IF REQUIRED, SHOULD BE INSTALLED PRIOR TO THE PANEL INSTALLATION AND CONTINUED IN THE SAME MANNER AS SHEETING ARCHffECTURAL PROGRESSES HANG THE WALL AR RIB PANEL INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND ALIGN THE PANEL RIB WITH THE STRUMRAL OR GW LINE AS SHOWN IT IS EXTREMELY IMpQRY7Ml` THAT ME FIRST WALL PANEL BE INSTALLED PI UMRUSE A SPIRIT LEVEL OR TRANSIT ON EACH PANEL R IS RECOMMENDED ,THAT A SMA _ WALL MAN FASTENER(S) WmGE/SPACER BE PLACED UNDER THE PANEL AT THE BASE ANGLE. APPLY 112X1 I/4 THE WALL PANEL OVER THE INSULATION AND INSTAL LL WAFASTENERS AT ALL -BEGINNING 1'-0' O.C. STRUMRAL WA MEMBERS WITH THE TOP MOST ATTACHMENT AND PROCEEDING DOWNWARD (SEE SUGGESTED NUMERICAL FASTENER SEQUENCE). REMOVE THE WEDGE/SPACER BEFORE ATTACHING PANEL AT BASE MGM D2.- ROM OF ARCH. V RIB PANEL NOT nECT PANEL BY ATTACHING AT ENDS WORKING TO �r MInnIF (TYP. U.N.) BEARING WB INSTALL THE NEXT PANEL BY SIDELAPPING THE RIB WIM THE FIRST PANEL (AS SHOWN). CHECK FOR PLUMBNESS AND FASTEN. THIS PANEL IN THE SAME UNDUPPING RIB MANNER,AS THE FIRST PANED CONTINUE TO SHEET THE WALL USING THIS PROCEDURE-ClJT PANELS AT DOORS,' WINDOWS. LOUVERS AND OTHER WALL OPENINGS AS REQUIRED. EQ 2 E0. SHEETING OM USUALLY BE STARTED FROM ETHER END OF THE BUILDING AND CONTINUED EITHER IN THE DIRECTION OF LEFT TO RIGHT OR RIGHT TO LEFT 1/8"0 HOLE AS SHOWN. HOWEVER BY APPLYING THE SHEETS TOWARD THE DIRECTION OF THE PREVAUNG NEW, THE OVERLAP LINE AT ME SIDELAP OF EVERY PANEL ARCHITECTURAL V RIB PANEL LAP WILL BE LESS MSIBLE. THE SAME PRINCIPLE CAN BE MPUED-WHERE HEAVY AND PRE -DRILLED HOLE DETAL PREVAIUNG %NOS OCCUR BY PLACING THE LAPPED EDGE. ON THE LEEWARD S1DE (DOWNWARD SIDE) OF THE PANEL RIB. BACKUWPING THE PANELS V OR 2' IS ROUTINELY DONE TO MATCH PANEL COVERAGE WITH THE BUILDING WIDTH AND LENGTH. ON THE SIDEWALL THIS IS DONE WITH THE LAST PANEL INSTALLED. ON THE ENOWALL THIS IS DONE AT THE RIDGE AND WILL BE MARKED ON THE ERECTION DRAWINGS. a�E AI/ ENOWALL PANELS'SHOWN. SIDEWALLS PANELS SIMILAR LONG SPAN III SHOWN. ARHTTECTURAL III h ARCHTTECTJFR V RIB SIMILAR. WALL PANEL. INSTALLATION _ WC64 PANEL.BACKLAPPING._ WC75 LONG SPAN III, ARCHITECTURAL III, ARCHITECTURAL V RIB, OR MULTI-WB WALL PANELS AB ARCHTTELNRAL III, ARCHITECTURAL V RIB OR LONG SPAN III WALLS I AB ROOF AND WALL PANELS SPREADER BAR ROOF AND WALL.PANELS_ INCLUDING COLOR CAATED..ALUMINUM COATED AND GALVANIZED, PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED..CONOITIONS. ALL UNLOADING AND ERECTION PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS AREQUALITY MERCHANDISE WHICH MERIT CAUTIOUS CARE IN HANDUNG. UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF SHEETS SHOULD RIGID FRAME LPURUAG BLOCKING (TO PREVENT PURUNS PACKAGE FROM BLOCKING OVER UNDER WEIGHT OF PANEL PACKAGE.) PURLN DETAI 'A• RAFTER TO FACILITATE THE HANDLING OF THE ROOF PANELS, PANEL BUNDLES CAN BE LIFTED • AND PLACED ON THE ROOF IF LOGTED AT A RIGIDFRAMEAND WITH BLOCKING IN PLACE TO PREVENT THE PURUNS FROM ROWING OVER DO NOT SUDE BUNDLED PANELS ALONG ROOF FRAMING. WHEN UMNG BUNDLED SHEETS. MAKE CERTAIN THAT THE BUNDLE IS ADEOUATELY SUPPORTED. AS ARULE WHEN LIFTING. NO MORE THAN 1/3 OF THE LENGTH OF THE PANEL SHOULD BE LEFT UNSUPPORTED. REFER TO ERECTION DRAWINGS FOR THE ROOF PANEL MARKINGS AND STAGE BUNDLES ACCOROINGLY. THIS WILL MINIMIZE PANEL HANDUNG AND SPEED THE ERECTON PROCEDURE PANEL STORAGE ON ROOF 1 RC54 AA WHEN.HANDUNG OR UNCRARNG THE PANELS. LIFT, RATHER THAN SLIDE. THEN MART. BURRING EDGES MAY SCRATCH THE COATED SURFACES MENSHEETSARE SUD OVER ONE ANOTHER. NEVER ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. ROUGH AND IMPROPER HA,IOUNG OF PANELS IS INEXCUSABLE AND A PRIME EXAMPLE OF POOR JOB SUPERNSON. CAUTION: PANELS ARE SUPPERY. OIL OR WAX THAT HAS BEEN USED ON THE ROOF AND WALL PANELS FOR PROTECTION AGAINST WEATHER DAMAGE WILL MARE THEM A VERY SUPPERY WALKING SURFACE. WIPE DRY ANY OIL THAT HAS PUDDLED FROM BUNDLES STORED ON A SLOPE DEW; FROST OR OTHER FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS. PANEL STORAGE NOTES 1 RC95 AA RIDGE ORMTNG SUBMRTAL SCALE: NONE DATE STATUS HARBOUR RIDGE PROPERTY OWNERS AS FOR APcnaR DRAWN BY: TJ. 04/04/12 12600 NW HARBOUR RIDGE BLVD. [.) FOR PrnMR ONLY cRu 04/04/12 PALM CY, FL PRELIMINARY[ 7 FOR PRELIMINARY APP0 Br: cuc 04/04/12 RICHARD K. DAMS CONSTRUC PERMIT USE ONLY NOT FOR CONSTRUCTION 11645103 SED-008 GURER CUP COVER IN GUTTER CUP GC -A O.C. SAVE CLOSURE FLASHING WALL PANEL TER S CIJP 1BCHNFW.NT OF SCREW NE SUPPORT TRIM (MASTIC U D LACE ER CUP) �4 TM 3 LENGTH - ROOF PANEL - EAVE SUPPORT TRIM ALIGN WITH FACE OF WALL PANEL -OPTIONAL FASTENER (A) MUST BE PRE -INSTALLED ROOF PANEL ROOF FASTENER (A) ROOF FABIENER (B) LONG SPAN III L P 14 X 3/4- 1 f12 X I 1 F LOC'SEAV LOC 14 X-1- 1 #14'%.i" - - STANDING SEAM (S2P. S3P) 1 /14 X 1" -1 014 X 1" CAUI1( BOTH SIDES OF NOTE SEE DETAIL EA26BA NOTE FOLD INSULATION BACK. IT MUST NOT BE E%POSED TO LONG SPAN III PANEL THE WEATHER ROOF TRIM FASTENM(S) 114 X 3/4 snTr R'Eurmw: 0va0ls swan aturrm w 1K PnOFER BCcna1 muGart.S i0R ALL J06L AT.�SfI TAPE 1/2 TC INSIDE CLOSURE (TOP h BOTTOM AQU �,AE UPPORT FLASHING EAVE CLOSURE FLASHING i TFEC_ WALL MAIN FASTENER(S) . • .. /12 X 1 1/4 EAVE STRUT 1"-0. O.C. INSULATION - (BY OTHERS) WALL TRIM F#ASTENER(S) STRUCTURAL FASTENER(S) 2X 114 V-0. 0 1 -0" O.C. WALL PANEL OUTSIDE CLOSURE - HOIE HIX@ tf. OF RA18'Ll( pRIFR (WXFN 1✓EONRD) R P15TNL♦D - BEI'AEQV THE YAiiw IwoD FAK'a➢SURE f{A9UNG NOTE SEE DEI'ML RC35BA ROOF TRIM FASTENERS) #14 X 3/4 TAPE MASTIC (CONTINUOUS) OUTSIDE CLOSURE (TOP µD BOTTOM OF CLOSURE) LOAD LONG SPAN 111 PANEL HIGHSIDE FLASHING THL- 15.2 ROOF MAIN a FASTENER(S) WALL TRIM FASTENER(5) �14 X 3/4 WALL PAIN FASTENERS) 1'-a• D.C. �HIGHSIDE OUTSIDE CLOSURE WALL PANEL EAVE MUT STANDARD GUTTER DETAIL WITH GUTTER CLIP ATTACHMENT: EA01 - INSIDE CLOSURE CAULKING DETAIL _ EA01 SECTION AT_SIMPLE EAVE WITH SHEETED SIDEWALL EA04 HIGHSIDE SAVE. FLASHING ATTACHMENT _ EA05 AA LONG SPAN III SHOWN - MCHTIEC ORAL AND V RIB TYPICAL I BA LONG SPAN 111 ROOF / MCHITECNRAL OR LONG SPAN III WALLS - BB LONG SPAN III ROOF /-ARCHITECTURAL OR LONG SPAN III WALLS BB SAVE SUPPORT STRUCTURAL FASTENER #12X1 1/4 SOHH ) 1/2, NOTE REVIEW EAVE TPoN DETAILS IF FLANGE BACK CURER IS TO BE USED AS THIS OPTION CHANGES THE LOCATION OF THE MASTC. 0an�az mAartn In FaR AM. JCS - 1'-01 O.C. 11/r OAS (T ONRNN ALONG TOP OF CLOSURE) 11 INSIDE CLOSURE—� 3// 2 i)A )112. (COINUOUS UNDERNEATh CLOSURE) )/fz. 21/1• ALONG SPAN III PANEL ` ROOF TPo(9)FPEERR TAPE MASTIC PAN /14 X 3/4 EAVE CLOSURE FL4411NG EAVE SUPPORT FLASHING NOTE INSIDE CLOSURES EAVE SUPPORT FLASHING ATTACHMENT EA10 OMITTED FOR CLARITY. FAVE STRUT FASTENER. INSTALLATION AT EAVE Ff 26 ARCHITECTURAL III. ARCHITECTURAL V R13 OR LONG SPAN III WALL PANELS 1. AA ALL ROOF PANELS LONG SPAN III ROOF BA ♦HaeWnae _Leer uernr Arnunuunnc-- - r"PIGTNC MASTIC TO JOIN _ EAVE CLOSURE FLASHING) 0 WALL PANEL ARCH. WALL PANEL SHOWN. OTHERS SIMILAR WALL FASTENER ". 'A` •• ROOF FASTFNER(S). ROOF TRIM FASTENER(S) PANEL MAJOR RIB 14 X 3/4 SERF (BEARING RIB) (SEE DETAIL RC35AAA) ` LONG SPAN III '* " FIELD CUT \ PANEL 6" SECTION OF \\ WALL •`��` .•. - BACKUP FLASHING PANEL ^k.,,_ FEB-10.0 /-}APE MASTIC TU TO JOIN CONTINMUOUS EAVE SUPPORT -. -.__....__ ___ __. _.._ TAPE FLASHING INSIDE CLOSURE I ' 1 RE 8" SEC EAVE SCUT EAVE CLOSURE FLASHING BACKUP RAKE FLASHING TitSHING A FFF TARE MASTIC (CONTINOUS TOP % ` •ADJUST FES CUT LENGTH AS AND UNDERNEATH INSIDE CLOSURE) ` r f `` / 1/4.0 URETHANE CAULK CTS REQUIRED. STOP FEB SHORE OF "PIGTAIL• CLOSURES AND. SUPPORT NASRC LOCATION AT THE SAVE ISI. CWTICPL TO ENSURE A p,� MEMBERS UNDER FVSHING. OUTSIDE CLOSURE K N �F^^u� TMF Tnp �FE TSIOELM TMIE MUST "A® O11•'^ e.w-. (SEE. NOTE 2 AT FLO6PAJ INSULATION —A NOTE. N (w OTH7) \ INSULATIOIS TO BE FOLDED \ BACK AT THE EAVE-00 NOT ALLOW INSULATION TO BE /� EXPOSED TO THE WEATHER. TAPE MASTIC (0ryo RNNDFA°TM c OSORE) 1/2 TN ME SUPPORT FLASHINGN EAVE CLOSURE FA9HING---- WALL TRIM FASTENER(S)� OE CLOSURE INSULATION (BY OTHERS) STRUCTURAL FASTENER(S) WALL PANELJ� WAIL MAIN FASiENER(S) OUTSIDE CLOSURE EAVE STRUT PRIOR TO THE INSTALLATION OF THE FIRST ROOF PANEL. THE SIDEWALL AND ENDWALL SHEETING SHOULD HAVE BEEN COMPLETED AND THE ROOF INSULATCN STARTED. START A LINE OF 1/2" X 1/8• TAPE MASTIC DOWN THE EAVES AND ALONG TOP OF CLOSURE AS SHOWN ABOVE LEAVE THE PAPER BACKING ON THE TAPE ALONG THE TOP OF THE CLOSURE UNTIL THE ROOF LAVE STRUT PANEL 15 READY TO BE SECURED. CLOSURE MASTIC AND INSULATION APPLICATION AT EAVE EA23 LONG SPAN III ROOFS _ BA )E EAVE FLASHING' 5.2 ROOF TRIM FASTENERS) 114 X 3/4 SORE SEE DETAIL RC35AM) URETHANE CAULK EAVE MASTIC DETAIL AT PANEL SIDELAP EA29 RAKE. FLASHING - FL02 HIGH SIDE EAVE FLASHING FL03 HARBOUR RIDGE CHEMICAL D LONG SPAN III ROOFS �. • LONG SPAN III BA LONG SPAN III BA PERMIT USE ONLY NOT FOR CONSTRUCTION NO. REVISIONS I MADE CK 0 I DATE jENrRI DATE I NOLI REVISIONS IMADEjCK-DI DATE JENGRI DATE DRAWING SUBMITTAL ^T"s SCALE: NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC - - AMERICAN BUILDINGS COMPANY FOR CONSfN11CWN i ] FOR APRROVAL [•) FOR PEFmT ONLY I ] MR F13WINARY DRAWN Br. TJ 21/04/12'12600 CHECKED BY. cRu Da/o4/12 - DESIGN APPD Eff-.1 CMC 0y04/12 DRAWING. 11645103 SED-009 NUMBER' - "'ND. 0 ' cAD Ere.TJ 0403 12 09:]3:05 V, 38.1 ROOF EAVE CLOSURE FU WALL SULATION SULATION SAVE CLOSU WALL STEP 1. SEE INSTRUCTION N0. 5 STEP 2. SEE INSTRUCTION NO. 5 STEP 3. SEE INSTRUCTION NO. 6 SEE NOTE SEE NOTE SEE NOTE INSTRUCTIONS 1. PRIOR TO SHEETING THE ROOF OR WALL, THE STRUCTURAL FRAMING MUST BE SQUARE AND PLUMB. 2, BLOCK OR SUPPORT ME GIRFS. AND EAVE STRUT TO PREVENT THE SUB FRAMING FROM SAGGING BLOCKING MUST BE USED BETWEEN EIMMALL COLUMNS AND SIDEWALL COLUMNS AND SHOULD REMAIN IN PLACE UNTIL ALL WALL SHEETS ME INSTAILE0. 3. PLACE THE EAVE SUPPORT FLASHING ON THE EAVE STRUT, LEAVING AN 1 1/2' OPENING BETWEEN THE OUTSIDE FACE OF THE SAVE STRUT AND ME INSIDE OF THE EAVE SUPPORT FLASHING. (A 2 X 4 WORKS WELL TO OBTAIN THIS SPACE). THE 1 1/2' OPENING WILL ACCOMMODATE THE ARCHITECTURAL III, ARCHITECTURAL 'V' RIB OR LONG SPAN III WALL PANELS. AN OPENING OF 3 1/8' MUST_SE MMNTAINED FOR SHADOW PANELS. SECURE: THE EAVE SUPPORT FLASHING WITH 012 X 1 1/4 SELF DRILL FASTENERS LOCATED V-O' O.C. THESE ME PERMANENT FASTENERS AND MUST BE INSTALLED. REMOVE ANY SPACERS USED FROM BEHIND THE EAVE SUPPORT FLASHING.. INSTALL EAVE CLOSURE FLASHING OnC-). EAVE CLOSURE IS HELD INPLACE BY ROOF FASTENERS AT EAVEAND MUST BE INSTALLED WITH ROOF PANEL 4. INSTALL THE ROOF PANELS ACCORDING TO THE APPROPRIATE MANUAL AND/OR ERECTION DRAWINGS. REMEMBER THE PANEL OVERHANG DIMENSION IS USUALLY FROM THE FACE OF THE EAVE STRUT AND SHOULD BE MEASURED AS REQUIRED BY THE ERECTION DRAWINGS. 5. WALL PANELS AND INSULATION MAY NOW BE INSTALLED. SECURE THE INSULATION TO THE FACE OF THE EAVE STRUT AND BASE ANGLE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. SLIDE THE WALL PANE. BETWEEN, THE EAVE STRUT AND. EAVE CLOSURE FLASHING, PLUMB THE PANEL AND SECURE WITH ME WAIL FASTENERS. FASTENERS MUST BE INSTALLED BELOW THE EAVE TRIM. 6. INSTALL THE PANEL CLOSURES AND SECURE ME EAVE CLOSURE FLASHING TO THE WALL PANELS. 1141E SHADOW PMEL INSTALLATION SHALL VARY FROM THE DETAILS SHOWN. SEE THE SHADOW PANEL ERECTION DRAWINGS FOR FASTENER AND FLASHING DETAILS. ROOF SHEETINGPRIOR TO WALL SHEETING INSTRUCTIONS EA11 AA J INSULATION (BEFORE EAVE CLOSURE THING IB ATTACHED) ROOF PMEL-N-_-_ FOLD INFOR CO BACK ONTO FOLD FOR COMPRESSION ____----- ITSELFBETWEEN J/ BETWEEN LAVE STRAIT AND ROOF IT NOT R. __ — ------- EDT E W To THE wFan+ER. INSULATION F- INSULATION EAVE CLOSURE STRUT SAVE SUPPOI FLASHY FSE-1 OR TP. a OTHERS INSULA ON. HIGHSIDE EAVE FLASHING _ ROOF TRIM FASTENER(S) ROOF TRIM FASTENER(S) //14 X 3 �(3) REQUIRED TAPE1MATIC TIM (3) REQUIRED TAPE MASTIC I 1/z TM APPLY URETHANE CAULK ALL MOUND RAKE FLASHING 1/4• BEAD I i � ASHING ALIGN WITH EAVE SEAL B HIGHSIDE CORNER BOX 7NER(S) MCI APPLY URERMINL GWLR ALL MOUND (4) GTS 1/4.0 BEAD NOTES 1. ROOF FLASHING LAPS SHALL BE SEALED WITH 3/4 X 3/16 TAPE MASNC. 2. FELD CUT BACKUP FLASHING, FEB-10.0, AND REINFORCE FLASHING ENDLAPS M INDICATED ON THE ERECTION DRAWINGS. • FEE IS INTENDED AS A BACKER PLATE TO PREVENT LAP SCREWS FROM BACKING OUT. STOP ALL FEB SHORT (INBOARD) OF LIASTIC, CLOSURES AND SUPPORT MEMBERS UNDER FLASHING. FEB EXTENDED INTO THESE AREAS WILL INTERUPT THE GASKET CREATED BY THE CONTINUOUS' MASTIC APPLICATION. ADJUST FIELD CUT FES LENGTHS AS REQUIRED. 3. PREDRILL 1/4'0 HOLFS AT UPPER AND LOWER FLASHING FOR 114 FASTENERS. DO NOT PREDRILL BACKUP FLASHING. 4. ALL FLASHING LAPS SHALL BE TWO INCHES. S. VALLEY CURER LAPS SHALL BE SEALED WITH 2 X 3/16 TAPE MASTIC AND SHALL BE STITCHED WITH 814,ROOF FASTENERS TWO INCHES ON CENTER. QUANTITY WILL VMY WITH GUTTER SIZE 6. FOR FLASHING LAPS NOT SHOWN, USE THE FOLLOWING AS A GUIDE • TOP SIDES OF FLASHINGS THAT ME EXPOSED TO ROOF CONDITIONS, USE #14 ROOF FASTENERS THREE INCHES ON CENTER THROUGH MASTIC, MD FIELD CUT FES-10.0 (IF SPACE ALLOWS). • ALL OTHER CONDITIONS, USE 1/8 INCH BLIND RIVETS THREE INCHES ON CENTER. FLASHING LAP GENERAL NOTES FL06_ AA STANDARD GUTTER FL09 AA SUGGESTED INSULATION ATTACHMENTS AT EAVE IN01 RAKE DETAIL RA02 HIGHSIDE CORNER BOX RA04A , HARBOUR RIDGE CHEMICAL D AA ' LONG SPAN III ROOF PANEL BA LONG SPAN III ROOF WITH STANDARD RAKE BA PER MR USE ONLY NOT FOR CONSTRUCTION H0. - REVISIONS MADE CK 0 I DATE JENGRI DATE I NO.1 REVISIONS I MADE CK D DATE JENGRI DATE DRAWING SUBMITTAL sTlOus I SCALE: NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC AMERICAN BUILDINGS COMPANY FOR MD [•] R APPROVAL FOR PBRurt ONLY [ ] FOR PRELIONARr mm BY. TJ 04/04/12 CHECKED BY:j CRAP 04/04/12 DastGN APPD er: ac 04/04/12 DRAWING. - NUMBER• 11645103 SED-010 NO O AD CBY: TJ 04/D3/12 0B'.13:07 V•T. Sat ROOF TRIM FASTENER(S RAKE FLASHING RAKE SUPPORT ANGLE 1 1/4- MAX BUND RNETS BLIND RIVETS /14X3/4 GUTTER ENOCAP (3) REQUIRED RSA-1 "LRAti^M" 1/)RNEf I HIGHSIDE PAVE FLASHING 1/8 RNET (TP) ' UNNFRSe1 RAKE TRIM RAKE ENDCAP 1 ROOF PANEL TWI - j ALIGN WI1H SAVE SEAL T 'CORNER CAP BOX i I TCB_L RAKE FLASHING ROOF MAIN FASTENER(S i II.. % '.�::::+' FA�.'xi:; _::::!::: '� APPLY URETHANE CAUL)( + ALL MOUND ... #12 X 1 1/� 6 O.C. `F.:}BFiiiE i:�F.iiir I c....:: 1GIS BEAD I i LL S.' yc::Ax�,`F:ni APPLY URETHANE CAULK (NOT TO PASS ]NBOUGN PURUN) y,r' ALL MOUND L GUTTER TAPE MASTIC 3/4 TM :::`: 1 BEAD URETHANE CAULK• 1/4'0 BEAD URETHANE CAULK TAPE MASTIC- 1/2�>•:�'%x''..?. �` ':'•' -h--- 1/4'm BEAD _ _ .�`` � •. .� . `: • BLIND RIVET 0 END�� � RAKE SUPPORT PUSHING //J'. T ______--____ ______ ___ BUILDING CORNER— BLIND RIVET BUILDING CORNER (SEE NOTES) (10 REO'D. PER (SEE NOTES), SLIP ANGLE CUP HIGHSIDE EAVE DOTES: CAP , I / Rrw PURLIN (1) PER PURUN -' �� ENOGP TTER AND RAKE FLASHING IGUTTER1 1. START AND STOP GUI AT BUILDING CORNERS ANDCORNALIGN WITH OUTSIDE i GABLE ZEE E SNOWEDGE �`` OF WALL PANEL ATT CORNERS. PART ` 2. THE FIRST 10.FEET OF THE RAKE FROM THE CORNER �y �cNnoV PANEL WALL PANEL NOT SHOWN PART A• SHOULD BE T PORARLY ATTACHED TO ALLOW PDIUSTMENT RMRD7S SHwxa Nags KFAR SRTUCNRPL FOR RITY RN(E ENOCAP-` WHEN INSTALLING THE CORNER BOXES. PERMANENRY ATTACH awls x1E11 XAtalm ulRt �1 4TR 1PERFASTENER(-21 THE RAKE AFTER CORNER BOXES ME INSTALLED. �� Min sXNw mom' (2J1 PER CL�/21 PPRT'9" >CORNER CAP .'BOX INSTALLATION RA04W RAKE. DETAIL. - _ RA05 UNIVERSAL RAKE ENDCAP INSTALLATION RA70.. .HIGHSIDE EAVE ENDCAP R470A LONG SPAN III ROOFS (UNNERSAL RATE) AA EXPANDED VIEW OF RAKE CONNECTION / LONG SPAN III ROOF BA. _ LEFT HAND SHOWN - AA _ AA ROOF STITCH FASTENER(5) ROOF MAIN FASIENEIT(S) ROOF PANEL /12 X 1 1/4 SEE DETAIL 'A' - - - ROOF MAIN FASIENER(5) -. AN FASTEIJER(S) (iYP) (TYP) /4 - ROOF TRIM FASTENER(5) ' ¢14 X 3/4 MAIOR RIB 1 -0' O.C. LONG SPAN Iil PANEL i12X1 1/4 M T4X_ SDRF 1'-6' O.C. SEE NOTE) ( MASTIC 1/2, TM 1'-O' O.C. LONG SPAN 111 PANEL 8' MINIMUM CRAIGL' \rX 3" G.C. T'PICA1 FASTENER LAYOUT AT INTERMEDIATE PURLINS ROOF TRIM FASTENER(S) INSULATION �� Cr RIB • ROOF STITCH FASIENER(5) (9) PER PANEL j14 % 3/4 BFMING (� OTHERS) RIB UPPER ROOF FLASHING TAPE MASTIC 3/4 TM (IS1 X 3/4 �mC 14 OVERLAPPING PIECE 'B" 1 2 TN O.C. (SEE NOTE) ___________ ____________ _____ ______ RIB I LOWER ROOF FLASHING LOCATE 0'-6' O.C. FOR FIRST ' _ PIECE 'A' V-O" FROM SAVE FOR ICE AND SNOW CONDNIONS. DETBIT A (TIP. AT SIDEIAPS) - ROOF MA . gpZ ;iASTENER(5) ROOF PANEL SEE DETAL 'A' BACKUP FLASHING MAIOR RIB e FEB-10A I PURUN. - GABLE ZEE •FIELD CUT TO LENGTH c i ENDWPLL RAPIER 'LENGTH REQUIREMENT DETAILS `v. RIOGE/HIP,RC3J--T • '•.,_ RME/HIGH SIOE EAVE; FLOC 2• uP RfjO0OF NAN FAS7ENTR(S) ROOF PANEL c a THE FIRST RUN OF PARRS IS NOW READY IN BE INSTALLER. BEGIN RIO THE SAVE PANEL INSTALL THE FIRST MB LIEN WITH THE ENO OF PANEL WITH THE CENTER LINE OF THE DING g14 % 3/4 SEE DETAIL. 'A' PURUN THE PURUNS. UNLESS NOTED DIFFERENTLY ON THE BUILDING EPECTION DRAWINGS, EXTEND THE LOWER S. U ERECTION ENO 7' PAST THE A STRING LINE EXTENDED OUT FROM THE SAVE SDitlT MUST BE DRILLED PRIOR TO APE 'A . MASTIC. TEMPORARILY TEMPORARILY LAP PIECE 'B' OVER PIECE A'. PREO DRILL THE REQUIRED NUMBER OF fSHIN M0.10R RIB WILL HELP KEEP IRE-UNE. $1AAGHL.UF( THE LOWER ENO OF THE PANEL ENOUGH TO REMOVE THE HOLES THROUGH BOTH A' k'"B' PIECES OF ROOF FLASHING BUT NOT BACKUP FLASHING. SAVE TRIM PAPER BACKING FROM APPROXIMATELY 3 FEET OF THE MASTIC ALONG THE TOPOFTHE INSIDE SLIDE PIECE 'B' BACK AND APPLY TAPE MASTIC AND BACKUP FLASHING ON PIECE 'A" AS SHOWN. CLOSURE AT THE SAVE PUSH DOWNWARD ON THE PANEL AT THE MASTIC LOCATION TO INSURE THE LAP PIECE 'S' OVER PIECE 'A' BEING CAREFUL TO ALIGN HOLES. INSTALL ROOF FASTENERS AS TP CeL. FaTEUER LeypLR AT PAVE pAPLL ZEE MASTIC, CLOSURE AND PANEL ADHERE TO EACH OTHER AND FASTEN THE PANEL WITH ROOF SHOWN. CONTINUE PROCESS ALONG ROOF CONDITION. SOG6-20.0 ((8" PURUNS) FASTENERS AS SHOWN. FASTENER LAYOUT RC05 NOTE: INSIDE CLOSURE LOA NOT SHOWN FOR 95G6-20.0 (9. 1/2' PURUNs) FIRST. PANEL INSTALLATION RC11: 12G6-20.0 12' PURUNS) LONG SPAN III ROOF PANELS BA EAVE STq� SECTION THROUGH ROOF FLASHING LAP RC35A LONG SPAN III ROOF BA AA CUWTIY. ROOF FASTENERS • - SPECIAL CONDITION FASTENERS 1/i6 l px x 1 1 ♦. Pl+ww sGF weuza Hcx Ism r>Fs�I .. 1ta x 11� � hxF x 1 1/4 HEAD sAmua tua vIFR Iva savawl+c cANoH sTTa Icx HFAn ll FASIfTfQ P11X W196a FASIQ9t NIX VA91FA FASTLXFR M11Wf V191FIi M uuvx xa ital+ t/e sus uNN na /la%1 I/4 suoru uuu xa /IaI +/A sorx 1'_p• I'-p' 1'-0' i' e�tl RBNN A'IG UE-FtlNfO I OTMF=ms AW DNSID 622,YAID]D d®Ydilaf PJWM AYO CS-F91a® - l.•IDE A44E ARAp11h11( TO RIgNS 9Ri WLGE m1MECIKK6 AVO FJ�' TC SXfE! 2E !i SHNY FAZE FlSC. ARMN1FXf. F TRIM ) FASTENERS 14 X 3/{ � ro smUCTIPK CDHtIC1YNi m siNlcnmY. fdmFrnw¢ - _T u�mLLIN Rao a wumvu-xue MaY pNm RDo s ax x 2 X 1 1/4 TEX4 xFx Hm T •� JIES� `)>E®®9tl F�A1�wcm Nmour rivrtnm r RIDGE FISHING OR / HIGHSIDE PAVE PUSHING I �T� +aa �/� 7�16 LILT( M. /IM 1/4 s 4 DQT1 /IP�u mrwmulc xa xFAD srAXovm sxF oRxua H[x u4vaR HSAD A'85lIDTtl Tura Ha IN4uwaF.a � FMAW a Nit../4t�� (slm. TxTU oaysxs ITx/.w' 1x u 'a c aE Ards A*rAoawT To eAR .Mars. �Hd['Pscivlsn) wat a I/4•• ) A PAVE AND PANEL sDm w mxrEcnora, BnaDre uVE um P �wsm.nv cuacenuz rlr- IIa z t +A ma m PANEL cwe+FrnD� Ono a11ER ro PNtr1. C(NNEta}r5 AM UO0t FXaaan s1T DRANme evmox srtu x[x IIGD +--•--r—� I TgqPPE MASTIC (CONT.) 1/2 TN _ ` - . I I 0 s T m sHLET coNr¢nona sIEaT TO swEr mN¢cnma. FAsmv1 NlxOUT uAam oax. uAra No. /IUI 1/2 solwn 3' ..-nc Auw-caam .W. PRE-RNB® Ra3i RX)m AKo unuovuu-aulc Aarw-KaTm wols I I PANEL CLOSURE I TOMD GiffATER X21 I/4• MISCELLANEOUS FASTENERS Rao uv ro .wo IXwaRIG I/3'J I I I caE ANwi MADgIFM ro IWt .wms. _ TAPESTIC RANG ➢E6�Tn II^II Tura rv1p �'Rnn s/Io CC//I2 ^I ONRNUOUS �ANEL CONFIGURATION) x t 1/2 TA° sltxE xtx 16b FASTGVFR NM MM19GR Mow i ", 1/ 1.•PS AVO LLVOt N1 /IwI In xIIwY' TOP TO P.A1f1 CNINEC1aHS. d^H%A'1Ntl • LONG SPAN III ROOF PANEL .PANGS ro M D sTRlwlimc xFA➢ soIXET 1¢wlvoFD) y AIM NOTE: ALL HEX HEAD SIZES SHALL REQUIRE A 5/16' HEX SOCKET UNLESS NOTED. RIDGE FLASHING OR HIGH SIDE EAVE ATTACHMENT RC35 BASIC PARTS AND PIECES RC61 LONG SPAN ROOF BA- Pp2M[i USE ONLY LONG SPAN III ROOF BA ' HARBOUR RIDGE CHEMICAL D NOT FOR CONSTRUCTION NO-t REV ON5 MADE CND I REVISIONS IMAJDEICKD I DATE I ENGR I DATE I GROWING SUBMITTAL 6TAN5I I ST,AI F• I NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM GY• FL RICHARD K. DAVIS CONSTRUC AMERICAN BUILDINGS COMPANY [ 7 FOR coNSTIIDrnoN ]FOR APPRJVAI [y FOR PERMIT ONLY C ]FOR PREUmNUTr DRAwn B): ra - a G4/-/tz 44E�[ BY: CRIA 04/04/12 - omcN APPD Br:. ac oyo4/1z DRAWING. p"ND' 11645103 SED-011 NUMBER' 0 - 38.1 CAO Br: TJ dt 0.T 12 09:23.99 vet. LFflY PPEGVIgh YiE1Y PIEGNNYt W XOf $IFP ON R0 fi W XO! SIEp @I PM'FLS PNIFL KWAS SIFD M UNTO. iLLLT YNFD Y1M FIAT Slb/Q. PASTF11FA5 EXAMPLE L3P 7LONG 30. 30'-0' IN LENGTH 24 GAGE (22. 24, 26, @ 29 GAGE AVAILABLE) SPAN OVERLAPPING RIB OUTSIDE (THIS RIB OVERLAPS PRECEEDING ERECTION OF THE LONG SPAN PANEL REWIRES THAT THE PROPER DIRECTION OF IR APPUCATION BE MADE THE DESIGN OF THE PANEL INCORPORATES A GEARING LEG INTO ITS LEADING EDGE WHICH PROVIDES SUPPORT FOR PROPER NESTING OF THE OVERLAPPING RIB OF THE NEXT PANEL J THE 9NSTALUl10N OF THE' PANELS (SHOWN AT LEFT) PROCEEDS FROM LEFT TO RIGHT. HOWEVER, BEARING LEG BEARING LEG UNIESS FIELD CIRCUMSTANCES DICTATE OTHERWISE, INSTALLATION OF PANELS CAN PROCEED FROM (BEARING LEG GIVES EITHER LEFT TO RIGHT OR RIGHT TO LEFT AS. LONG AS THE OVERLAPPING RIB IS LAPPED OVER SUPPORT TO SIDEIAP) THE BEARING RIB. PANEL MARKING AND SIDELAP DETAILS RC63 LONG SPAN BB ERECTION NOTES: is ALL AREAS WHERE MASTIC IS TOBEAPPLIED SHOULD BE WIPED CLEAN WITH A MILD DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL ENSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE BE USED TO SECURE THE INSULATION TO ME EAVE THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THEINSTALLATIONOR ATTACHMENT OF THE INSULATION. ADDITIONAL ATTACHMENTS (BY OTHERS) MAY BE REOUIRED:- 3. Al EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST WEATHER TIGHT CONNECTION IN ROOF AND WALL AREAS WHERE APPLICABLE 4. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OR OTHER CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. THESE METHODS WILL DAMAGE THE PANTED AND GALVALUNE FINISH AND VOID ANY WARRANTIES. USE DOUBLE CUT SHEARS; NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED. EDGES. ERECTION NOTES - RC91 LONG SPAN - SA THE LONG SPAN III ROOF PANELS HAVE BEEN OESIGNED SO THAT BOTH SIDES OF A GABLED BUILDING CAN BE SHEETED SIMULTANEOUSLY. IF ME ROOF OF THE BUILDING IS SYMMETRICAL ABOUT THE RIDGE. THE SHEETING CAN BEGIN AT EITHER ENDWA1- HOWEVER IF THE BUILDING IS NOT SYMMETRICA. ABOUT THE RIDGE OR IF THE BUILDING IS SINGLE SLOPED FROM THE EAVE TO EAVE. THE SHEETING MUST BEGIN AT THE ENOWALL INDICATED ON ME BUILDING ERECTION DRAWINGS. SIDEWALL SHEETING DIRECTION qOF RIDGE 7 —__l =-__—_—_-- - EAVE PANELS INTERMEDIATE PANELS .:RIDGE PANELS ENOWALL RIDGE PANELB INTERMEDIATES PANELS EAVE PANELS - L SIDEWAI. DIRECTION OF ROOF PANEL ERECTION RC64 LONG SPAN III ROOFS - BA HARBOUR RIDGE CHEMICAL D oRAWlrvc suBINDTAI SCALE: NONE DATE FOR CDNSIRNCIIOH DRAWN BY: FOR IPPRJVAL CHECKED BY: FOR PEiCdf ONLY FOR PfF].LONARY I DESIGN APPO 1� lE Q•5S Nii14YL m wAc N[tT YN9fi a mar XeAs LONG SPAN III PANEL TAPE MASTIC - (CONTINUOUS AT RIB OF SIDEIAP AND ACROSS PANEL WIOTH TO BE BACKUPPED) . 1/2 W EAVE FllSHING- CLOSURE BAC16A'PING ME PANELS IS ROUTINELY DONE TO MATCH PANEL CQJERAGE WITH THE BUILDING LENGTH. MIS IS NNE WITH THE LAST ROOF PANEL INSTALLED. THE PANEL MAY BE BACIOAPPED V OR 2' AS REOUIRED TO COMPLETE PANEL GOVERAGE WHEN-BACKLAPPING PANES. MASTIC MUST BE APPLIED BETWEEN THE TWO PANELS AT THE SAVE AND AT PANEL ENDIAPS AS SHOWN ABOVE PANEL BACKLAPPING 1 RC75 LONG .SPAN LII ROOFS I BA PERMIT USE ONLY NOT FOR CONSTRUCTION HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL AMERICAN BUILDINGS COMPA RICHARD K. DAMS CONSTRUC I DRAWING. 11645103 SED-012 F 4 1/2• 1-1 STRUCTURAL FASTENER(S) X 1 1/4 X 1 1/4 A325T/ HVHX NUT • BUTTON HEAD BOLTS REQUIRED AT STRIP WINDOW JAMB TO GIRT CONNECTION OF01: AA H. xm slm. m OR mlFl an Rms RR FIX m FAMBc m nxrs ro iRes I'xFI:V1IYJR wr r0s¢T w • 2 3/4• (8• JAMBS) swws RAT,. - 3 1/4' (9 1/2' JAMBS) .3 3/8•,(12' JAJBS) JAMB 1/2 X 1 1/4 A325T/ 1/2 HVHX NUT CUP CL-3 GIRT STRUCTURAL FASTENER(S) (6) 412 X 9 1/4 EAVE STRUT (6) STRUCTURAL FASTENERS FOR JAMB CUP ATTACHMENT 812X1 1/4 STRUCTURAL FASTENERS FOR GIRT ATTACHMENT RUN GIRT FULL BAY LENGTH AND TO EAVE STRUT ATTACH. TO SAVE STRUT BRACKET /12X1 1/4 IN ORDER TO REINFORCE EAVE 1'-O' O.C. STAGGERED STRUT AT FRAMED OPENING. FRAMED OPENING JAMB 1/2 X CUP CL-3 JAMB BUTTON HEAD BOLTS 1/2 X 1 1/4 L-4 (12' JAMBS) 1/2'0 ANCHOR BOLTS (SY OTHERS) JAMBBASEATTACHMENT TO GIRT.. OF01B JAMB TO EAVE STRUT CONNECTION. WITH REINFORCING GIRT 1 OF06A JAMB BASE CONNECTION OF7.1 AA AA - - AA CUP CL-3 Cl-10 (12• JAMBS) 1/2 HVHXI NUTA325T/ I _ _ 1/2 HYHXIN�/:425T/ � i I u z i i BUTTON HEAD BOLTS z i 1/2 X 1 1/4 M07 — I I I FINISH TYPICAL ANCHOR ROD LAYOUT FLOOR IDS GENERAL NOTES FOR FIELD LOCATED FRAMED OPENINGS 1. OVERHEAD DOORS ARE RELO LOCATED. CUT STANDARD PANELS AND GIRTS AS REQUIRED. 2. MAXIMUM HEIGHT OF DOOR IS 2'-0- LESS THAN SAVE HEIGHT. 3. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS. 4. JAMBS MUST BE LOCATED A MINIMUM OF E-O' FROM CENTER LINE OF COLUMNS. GENERAL NOTES FOR SHOP LOCATED FRAMED OPENINGS : 1. OVERHEAD_ DOORS ARE SHOP LOCATED. SOME PANELS MAY REQUIRE FIELD CURING. 2. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETALS `FIELD CUT AND FIELD DRILL GIRL SECTION 'A -A' AT FIW LOCATED FRAMED OPENINGS _ GIRT TO JAMB CONNECTION OF16 HEADER TO JAMB CONNECTION OF21 FRAMED OPENING ANCHOR ROD DETAIL OF61 FIELD AND SHOP_ LOCATED FRAMED OPENING NOTES OF91 - AA. fSIMIIAR Al SILL AA - AA AA WALL M SILL FLASHING WALL MAN LASHING (OPTONAI-) SILL COLD FORMED SHOWN STRUCTURAL SIMILAR COVER FLASHING (OPTIONAL) JAMB 5/iE1Y Pt✓Ef1l1n6V: wnu¢As slaw nrAn ArAn QQ.fS M5R11 IWIWXG YEiK N6A15 vdill 9lV✓P F116S WALL MAN FASTENER(S) /12X1 1/4 V-0. O.c. PANEL SECTION AT HEADER AND COVER FLASHING OT21 SECTION AT SILL AND COVER FLASHING OT22 SECTION AT .FRAMED OPENING JAMB OT26 AS AB LONG SPAN III WALLS AB PERMR USE ONLY • HARBOUR RIDGE CHEMICAL D NOT FOR CONSTRUCTION N0. REVISIONS I MADE CK 0 I DATE JENCRI DATE I NO.1 RENSIONS MADEICXDI DATE ENGRI DATE I DRAWING SUBMITTAL I SCALE: INONE DATE - SdNSI HARBOUR RIDGE PROPERTY OWNERS AS - [ 1 FOR CONED 014 I DRAWN BY: rJ a/04/12 12600 NW HARBOUR RIDGE' BLVD. - [•] AL [ ] FORA Q,; FOR PERMrr MR olar CHECKED B.CRM 04/04/12 PALM CY, FL AMERICAN BUILDINGS COMPANY [ ] FOR PREUMNAn I DESIGN APPD BY.1 CMc 04/04/12 RICHARD K. DAMS CONSTRUC DRAWING. - I - 38.1 NUMBER' 11645103 SED-013 D cm� W.- T.1 1 04 03/12 0923:12 Vn. STRUCTURAL FASTENER(S) TYP. (2) 412n 114 NOTE FORDDORJAMBTO SUB-IAMBCONNECNON SEE DETAIL WDITAB -PERSONNEL DOORJAMB DETAILS AT V-5"GIRT (R"GIRT) _ WD04 ARCHITECTURAL 111, ARCHITECTURAL Y RIB and TONG SPAN III WALL PANELS I AB STENEKS) SECTION THROUGH PERSONNEL DOOR HEADER. WD11 'ARCHITECTURAL III, AROIITECRIRAL'V' RIB amI LONG SPAN III WALL PANELS AB L NOTCH PANELS AS REQUIRED FOR INSTALLATION OF HEAD FLASHING. L WHEN FIELD CUTTING PANELS ORTRIM DO NOT USEABRIWVESAWS OROTHERCUTTING METHODS HOTMETALPARPQES OR BURNTHE CUT EDGES THESE METHODS WILLDAMAGETHE PAINTEDAND GALVAIUME FINISH AND VOIDANY WARRANTIES. USE DOUBLE CUTSHFARS, NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOTPRODUCE HOTMETAL PARTIGESORSURNEDEDGES ' •PREASSEMBLED ONLY PERSONNEL DOOR. PANEL OPENING WDO9 ARCHITECTURAL III,ARCHITECTURALV RIB and LONGSPAN IIi WALLS I AB SECTION THRU JAMB WRONG SPAN III PANEL WALL FASTENER SUB -IAMB D�Iub 0, DOORLIMB ARC EITECNRAL Y RIB PANEL 1nP L JAMB FLASHING FJlS&LENGTH SECTIONTHRUJAMB WARWNECItIRAL Y RIB PANEL WALL DDORJAMB 1xmim wai144� I / Il 2' C& DOORIAMe LIMB FLASHING-'( I >R'm FJISS-ENGTH A MSECTONTHRUJAMO' !/ WALLTNM FASTENERIS) w/AROiOECNRALYMe PANEL R=/4 21-V O.C. WALLFASTENIBL 7U21LL1/4� m11 TSU84 MB 'F �DOORIMIB _ll/ ' 1/2'mim Ylvu uln F1150-LENGTH -WALLTRIM FASTENER(S) SECTION THRU JAMBw/AnaHnECNRAL III PANEL ALT. SECTION THRU JAMB NIW/4 w ARCHITECTURAL III PANEL PERSONNEL DOOR JAMB FLASHING DETAILS - WD70 ARCHITECTURAL 111,ARCHITECTURAL Y MR and LONG SPAN RI WALL PANELS I AB I OPENING MOTH I WALL PANEL HOLE FIELD L. F PANELS ,WTI RUDE HEAD OR OR SILL FL4SHINC BEHIND PANELS SHEETING AND FLASHING ELEVATION F OTOA ARCHRECTURAL III, ARCHRECTURAL V RIB; LONG SPAN IR AND MULTI -RIB PANEL WAILS I AB RIDGE CHEMICAL D TAL SCALE: NONE [ ] FOR CONSTRUCTOR [ ] FOR APPROVAL [.] FOR PERMIT ONLT [ ] FOR PREImNARY DATE. HARBOUR RIDGE PROPERTY OWNERS AS VO4/12 12600 NW HARBOUR RIDGE BLVD. H/04/12 PALM CY, FL t/04/12RICHARD K. DAMS CONSTRUC PERMIT USE ONLY NOT FOR CONSTRUCTION 11645103 SED-014I 0 501 CAPACITY WITHOUT 212' ANGLE, PURUN SEE AISO (SH15M) 5UF CAPACITY WITHOUT 2'x2' ANGLE, ROOF SLOPE 1:12 MAX ROOF SLOPE 1:12 MAX (WITHOUT BEVEL WASHER) (WITHOUT BEVEL WASHER) T ROOF CAPACITY WITH 2'xz' ANGLE MAIX jWTTHOUT SEVELI WASHER) I NUT NN x. • WASHER WITHOUT ANGLE SHOIA (2) STRUCTURAL FASTENER(5) ((�� WITH ANGLE SHAB (W1 AN/G \\ TIELD RILL) z'xz'zt/e'x 6' LONG) (FIELD HOLE J11 (HELD DRILL) (FIELD DRILL) 3/8'0 ROD HANGER 3/8'm ROD HANGER giz- SEE ALSO (SH1SM) 200E CAPACITY WITH 2'x2' ANGLE, PURUN sEE usD (sH1sM) ROOF SLOPE 1:12 MAX (WITHOUT BEVEL WASHER) NUT LRR9Da:1 1 1 2 �(2) STRUCTURAL FASTENER(S) FIM 1/4 TEK 6- LONG) -- 3/8'0 ROD HANGER ' ANGLE MAY BE OMITTED WITH NOTE: T/16'm HOLE (FIELD DRILL) HANGER'LOADS 50 US. -OR LESS. NOTE USE OF THIS DETAIL WILL REOUIRE THE NOTE: USE OF THIS DETAIL MU. REQUIRE THE ROD HANGER TO BE BEM AFTER INSTALLATION NOTE ROD HANGER TO BE BENT AFTER INSTAUARON SO THAT IT HANGS VERTICALLY. NOTE: USE OF THIS DETAIL WILL REQUIRE THE M ROD HANGER TO BE BEAFTER INSTALLATION NOTE; SO THAT IT HANGS VERTICALLY. PURUN UP MUST NOT THE METAL BUILDING SUPPLER IS NOT SO THAT T HANGS VERTICALLY. PURUN UP MUSH NOT THE METAL NOTIS BEBE OISTOftTED. FOR HARGER..GN OR ADEQUACY PURUN UP MUST NOT THE METAL IS NOT BE DISTORTED. RESPONSIBLEUFORINTHEUDESIGGNN OR OFTHEBENT BE DISTORTED. RESPoNSIBLEUF RINTHEUDESIGGNN OR ADEQUACY OF THE BEM ROD HANGER. _ OF THE BEM ROD HANGER. 'HANGER DETAIL AT PURLINS SH01 HANGER. DETAIL AT PURLINS SH01A HANGER DETAIL AT PURLINS _. SH01B AA ROD HANGER WITHOUTREINFORCING ANGLE - AA ROD MGM WITH REINFORCING ANGLE AA SOOF CAPACITY WITH 2'x2• ANGLE SEE ALSO 400E CAPACITY PROVIDED ROD HANGER IS WITHIN 250E CAPACITY WITHOUT 2'x2' ANGLE, SEE ALSO (SH14M) (SH14M) CENTER ONE-THIRD OF 3'x3'M'GLE SPAN SEE ALSO (SH1SM) ROOF SLOPE LESS THAN (SH15M) OROEp�lUl0.PT0.4 THAN PURUN (SHIBA) (Rao/ CAPACITY OTHERWISE) OR EQUAL TO 4:12 1 1 /2" 2501 CAPACITY WITH 2'x2' ANGLE. 7 MAX'. - ROO SLOPLEE55EATTERR THAN 1 1�2 ((2) STRUCTURAL FASTENERS (L2'x2'xI/8 G3 LO C7 MAX. /12X1 1/4 TEK PURUN �7 CADDY PURUN CLAMPS CADDY PURUN CLANP� � r(2) STRUCTURAL FASTENERS) L N U E OF THIS DETAIL WILL REQUIRE ME ROD HANGER TO BE BENT AFTER INSTALLATION J 8 0 ROD HANGER SO THAT IT HANDS VERTICALLY. / THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THE DESIGN OR ADEQUACY OF THE BEM ROD HANGER. L,NOTE PURUN UP MUST NOT BE DISTORTED. HANGER. DETAIL AT PURLINS SHOZA PURUN CLAMP WIIFIOUT REINFORCING ANGLE - AA �� (2'x211/8'x 6' LONG) • ANGLE NAY BE OMfNED WITH HANGER LOADS 250 1R5. OR LE55 EXCEPT THAT ANGLE IS REQUIRED 3/8.0 ROO HANGER WITH SLOPE GREATER THAN 4:12. BUT LEGS THAN 8:12. NOTE: USE OF THIS DETAIL WILL REQUIRE THE NOTE ROD HUNGER TO BE BEM AFTER INSTALLATION PURUN UP MUST NOT SO THAT IT HANGS VERTICALLY. BUILDING THE METAL BDING SUPPLIER IS NOT BE DISTORTED. RESPONSIBLE FOR THE DESIGN OR ADEQUACY OF THE BEM Poo HANGER- PURLINS HANGER DETAIL AT. PURLINS I PURUN CLAMP WITH REINFORCING ANGLE AA _ 500Y CAPACITY SEE ALSO (SHI.) 500E CAPACITY ROOT SLOPE LESS THAN I(Sry15AA) ROOF SLOPE LESS THAN — OR EQUAL TO 1:12 ........ OR EQUAL TO 1:12 25/64.0 HOLE (FIELD DRILL) PURUN �1ELD DRILL)) 1 \ `( 6 7 ('x3/16• x LENGTH) 3/8.0 ROD HUNGER NOTE: USE OF THIS DETAIL WILL REQUIRE THE ROD HANGER TO BE BENT AFTER INSTALLATION SO THAT T HANGS VERTICALLY. THE METAL BUILDING SUPPLIER IS NOT NOTE FIELD WELDING REQUIRED, RESPONSIBLE FOR THE DESIGN OR ADEQUACY SEE DUAL ENFWA_ OF THE BEM ROD HANGER. HANGER DETAIL BETWEEN PURLINS SH03. AA SEE N.SO (SH74M) 3T5B CAPACITY SH15M ROO}' SLOPE LESS THAN ( OR EQUAL TO 4:12 250q CAPACITY 25/64'm HOLE ROOT" SLOPE GREATER (FIELD GRILL) 4:12. BUT LESS THAN I SEE ALSO `WASHER \ 3/4• MIN.* Lap( NUT MIN. * SAMMY X-PRESS SOEWINDER PIPE HANGER MODEL S 35 NOT TO EXCEED 3/8'0 ROD HANGER SAMMY %-PRESS MID -DEPTH OF PURUN 3/8.0 ROD HANGER • NOT TO EXCEED SWIVEL PIPE HANGER 25/64'0 HOLE MID -DEPTH OF PURUN MODEL S%P 35 (RELD DRILL) NOTE USE OF THIS DETAIL WILL REQUIRE THE ROD HANGER TO BE BEM AFTER INSTALLATION SO THAT IT HANGS VERTICALLY. 12iE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THE DESIGN OR ADEQUACY OF THE BEM ROD HANGER HANGER DETAIL AT PURLINS SH1I ' RO9F SLOPES LESS THAN OR EQUAL TO 1:12 AA NOTE - USE OF THIS DETAIL WILL REQUIRE THE ROD HANGER TO BE BEM AFTER INSTALLATION SO THAT T HANGS VERTICALLY. THE METAL BUILDING SUPPUER IS NOT RESPONSIBLE FOR THE DESIGN OR ADEQUACY OF THE BEM ROD HANGER HANGER DETAIL AT PURLINS 1 SH11A SIDEMNDER PIPE HANGER FOR SLOPES LESS THAN OR EQUAL TO 1:12 1 AA NOTE. PURUN UP MUST NOT BE DISTORTED. 25MF CAPACITY WITHOUT 2•x2• ANGLE. SEE ALSO (SH14M) ROOF SLOPE LESS THAN (SH15M) OR EQUAL TO 4:12 PURUN Soof CAPACITY WITH 2•x2• ANGLE. ROOF SLOPE LESS THAN OR EQUAL TO 4:12 250E CAPACITY WITH 2'x2' ANGLE ROOF SLOPE GREATER THAN 1 1/2' 4.12, BUT LESS THAN 8:12 MAX. CADDY PURUN CLAMP (2) STRUCTURAL FASTENER(S) MODEL 315 F12X1 1/4 TEK SH02A (WITH ANGLE) WITHOUT ANGLE WITH! ANGLE SH02A. (L2'x2'xt/e'x 6' LONG) 8/8.0 ROD HANGER NOTE USE OF THIS DETAIL WILL REQUIRE THE R00 HANGER TO BE BEM AFTER INSTALLATION ANGLE NAY BE OMITLWITH ITSO THAT BUILDS VERTICALLY. 0EIS. HANGER LOADS OR LESS IS THE METAL BUILDING SUPPLIER IS NOT E IS REQUIRED EXCEPT THAT ANGLE O RESPONSIBLE FOR THE DESIGN OR ADEQUACY WITH SLOPE GREATER THAN 4:12, OF THE BEM R00 HANGER. BUT LESS THAN 8:12. NOTE: PURUN OP MUST NOT BE DISTORTED. HANGER.. DETAIL AT PURLINS SH02 PURLIN CLAMP I AA CLAMP INSTALLATION "NOT ALLOWED" SH06 CLAMP CAUSING BEM PURUN UP - AA HANGER DETAIL AT PURLINS SH12 ROOF SLOPES LESS THAN 8:12 AA HARBOUR RIDGE CHEMICAL D DRAWING sOB AL *DESI��PD NONE DATE STATUS HARBOUR RIDGE PROPERTY OWNERS AS [ 7 FOR CONSTRUCTION Td 04/04/12'12600 NW HARBOUR RIDGE BLVD. [) FOR PERMIT my: GRu 04/04/12 PALM CY, FL [•] FOR *P"O' orar [ ] FOR PRELIMINARY BY. CUP O4/04/12 RICHARD K. DAVIS CONSTRUC PERMIT USE ONLY NOT FOR CONSTRUCTION 11645103 SED-015 .3751 C ACTY 2TMµ LESS ROOF SLO11 EQUALPE 250{J CAPACITY ROOF SLOPE GREATER THAN 4:12. BUT LESS THAN 8:12 • SAMMY X-PRESS SWIVEL PIPE HANGER MODEL SXP 35 4 NOTE PURUN UP MUST NOT BE DISTORTED. SEE ALSO (SH14M2 250 CAPACITY 71 (S115M1 199 SLOPE GREATER THAN 1 1/27 l OR EQUAL TO 8:12 25/64.0 HOLE (FIELD DRILL) ROD HANGER SEE AISO CADDY PURLIN CLAMP MODEL 315 IS AVAILABLE VIA THE MANUFACTURER'S WEB SITE: www.erico.com SAMMY X—PRESS SWIVEL PIPE HANGER MODEL SXP 35, SAMMY X—PRESS SIDEWINDER PIPE HANGER MODEL SWXP 35, AND INSTALLATION TOOLS ARE AVAILABLE VIA THE MANUFACTURER'S WEB SITE: www.sommysuperscrew.com/sommyxpress.htm WARNING THE RANGER CAPACITIES SHOWN ON THE AMERCVN BUILDINGS COMPANY DEEMS NEPRESENT THE MAXIMUM ALLOWABLE SINGLE RANGING LOAD THAT A TYPICAL PURUN CAN SAFELY SUPPORT UNDER THE BEST OF CIRCUMSTANCES USING THE PARTICULAR RANGER DEVICE SHOWN IN THE DETAIL MANY FACTORS BEYOND THE CONTROL OF THE'WET& BUILDINGSUPPLIER AFFECT THE ABUTY OF A PURLIN.. TO SAFELY SUPPORT HANGING LOADS COMBINED WITH OTHER REQUIRED ROOF LOADS. DUE TO THE VARIABLES OhOLVED IN HANGING LOADS AND. THEIR ATTACHMENTS TO THE PURLINS, THE METAL BUILDING SUPPUER CANNOT ASSURE THAT THE PURINS FOR A PARTICULAR BUILDING PROJECT.CAN-SAFELY SUPPORT THE MAXIMUM' ALLOWABLE RANGING LOADS IN COMBINATION WIIH.OTHER ROOF LOADS T IS THE RESPONSIBILITY. OF THE RANGER SYSTEM INSTALLER TO COORDINATE WITH THE ENGINEER OFRECORDFOR THE OVERALL PROJECT TO ENSURE A SAFE RANGING LOAD INSTALLATION. THE MEfM PROJECT. BUILDING' ENGINEER IS NOT THE ENGINEER OF RECORD FOR OVERALL PRECT. WITHOUT SPECIFIC CERTIFICATION FOR INOMDUAL RANGING LOADS, THE .NET EFFECTS OF APPLIED HANGER LOADS INSTALLED ON A PARTICULAR PURUN SHALL NOT EXCEED THE NET EFFECTS OF THE CERTIFIED UNIFORMLY APPUED DESIGN CIX1AlELV: LOAD. SEE SHEET ABC-1. -HANGER DETAIL AT PURLINS 1 SH12A HANGER DETAIL AT..PURLINS SH13 WEBSITES FOR PREAPPROVED HANGER DEVICES SH14 HANGER CAPACITIES WARNING _SH16 SWIVEL PIPE HANGER FOR SLOPES LESS THAN 6:12 1 AA ROOF SLOPES GREATER THAN OR EQUAL TO 8:12 - AA I NOTE: OTHER METHODS OF ATTACHING SH1 1 , SH12, AND SH13, ARE HANGING LOADS, NOT DEPICTED ON DETAILS SH01 , SH02, SH03, GENERALLY PERMITTED. HOWEVER, THE HANGER LOAD MUST SPECIFIC PRIOR APPROVAL FROM A NOT EXCEED 50 POUNDS PER HANGER LOCATION (WITHOUT QUALIFIED DESIGN PROFESSIONAL FOR A PARTICULAR LOAD). GENERAL HANGER NOTES SH15 AA HARBOUR RIDGE CHEMICAL D DRAWING SUBMTTM SCALE: NONE STATUS C I FOR CONSIRUCIION DRAWN BY-.1 TJ E I FOR APPROVAL CHECKED BY: CRY I I FOR PRELI PAY DESIGN APPD By. 1 q DATE HARBOUR RIDGE PROPERTY OWNERS AS H2/12 12600 NW HARBOUR RIDGE BLVD. F/a/1z PALM CY, FL 11 /12 RICHARD K. DAVIS CONSTRUC PERMIT USE ONLY NOT FOR CONSTRUCTION 11645103 SED-016 V<Y. PIDGE ��/z�1r1/T �/ZO/`0255 Ej , "Building Success - Through Par_ MershipS" A.B.C. JOB NO. 11- 6451- 01 irU G '/,PGTO1V SAFETY COMMITMENT American Buildings Cougoeor disclaims any responsibility for injuries or damages which may result from the interpretation and implementation of these safety and erection practices since the actual erection operations and conditions are beyond American Buildings Company's control. It is assumed that only experienced, knowledgable erectors with trained crews and proper equipment will be engaged to do the erection. It is emphasized that American Buildings Company is a manufacturer of metal building components and is not engaged in the erection of in products. Opinions expressed by American Buildings Company about erection practices are intended m present only a guide as to haw the component should be assembled to create a building. The experience, expertise and skills of the erection crews as well as the equipment available for handling the metal determines the quality of erection and the ultimate customer satisfaction d the completed building American Buildings Company strongly recommends that safe working conditions and accident prevention practices be the top priority on any job site. Local, state and federal safety and health standards should always he followed to help insure worker safety. Make remain all employees know the safest and most productive way of erecting a building. Emergency telephone numbers, location of first aid stations and emergency procedures should be known to all employees. Daily meetings highlighting safety procedures, the use of had hat, rubber sole shoes for roof wok, proper equipment for handling material and safety nets where possible are recommended erection practices. Amman Buildings Company intends that these pracamions be interpreted and administered with sound judgment consistent with good safety practices. American Buildings Comment, has a commitment to manufacture real it, building components that an Lee safety erected. Safe erection practices are the responsibility of the erector and individual employees of the erectors. The erector's supervisory personnel should be c nin to both communicate safety practices to its employees and enforce proper erection practices. However, the safety commitment and job site practices of the erector are beyond the control ofAme scan Building Company AN=CAN BUILDINGS COMPANY A ML.I=== COMPANY YOUR SAFETY AT WORK Correct Tool Usage Make certain the correct trol is available and used for each phase d building erection. Worker should maintain a firm; safe position when using any tool and a constant awareness of their location m the roof edge. Use approved tie -offs, meting or ails when cooking on roofsurfaces. Checkwtreropeforbroken strands, broken wire and kinking- Replace damaged, unsafe rope immediately. Personal protection equipment should always meet OSHA standards. Always war approved eye protection. Electrical tools must be property grounded. Do not use elecnical tools or equipment while sanding on wet surfaces. Return tools to their proper place when not in use. Dort allow tools, blocking or materials to biome a falling hazard. USE THE CORRECT TOOL FOR THE CORRECT 109 Remembert Daily meetings highlighting employee safety procedures will reduce the number of employee accident. YOUR SAFETY AT WORK Employee Safety The safety of each employee should be the 'Number t. priority at each job site. American Buildings Company strongly reemnmends that each employee be properly trained and supervised in safe work practices. If you feel that you have not been properly trained on safety procedures .,am not being properly supervised, contact your supervisor. While at work remember. • Untrained or unqualified personnel should not be permitted access to a roof or the erection site. • Work areas should be kept clean and orderly at all times. • Improper tool usage may result in injury. Make certain that the correct tool is available and issued for each phase of building erecil • Return mols when not in mew their proper places. A firm commitment o employee salary is the first step in each successful building erection. DAILY MEETINGS HIGHLIGHTING EMPLOYEESAFETY . Rememberl Daily meetings highlighting employee afery procedures will reduce the number of employee accident. YOUR SAFETY AT WORK SAFETY PRECAUTIONS FOR ROOFING WORK American Buildings Company strongly recommends that erection employees be continuously trained and terminal in safe and productive work practices. Woking on the roof area in the installation of roof structurals, insulation or roof panels requires proper training, correct equipment and constant alertness to minimize the danger of falls. Hard hat should be worn on job sites to prevent injury from falling objects. Workers should always be aware of their location to the roof edge. Safe work prattices on the following erection duties should be carefully reviewed with erection crews prior to beginning each job. PANEL MAY COLLAPSE IF NOT PROPERLY SKU RED Papally attached or unattached panels should never be walked out Roof panels must be completely attached to the purims and to panels on either side before they can he a safe walking surface. Unsecured mofpanels are flexible and cannot be relied upon for bracing, support or stability. Be cautious of strong wind when handling roof panels. DO NOT. 1. Step on rib at edgeof panel 2. Step near tree. in rib A edge of panel 3. Step on an umeorred panel Roof panels must never be used as work pladorms. A runway as specified in 'OSHA Safety and Health Regulations for the Construction Indus"' should be used for platform wok. YOUR SAFETY AT WORK Moving or Offing loads Ray well in the clear of any moving load. Keep hands and feet clear at all times. Workers should be trained to correctly locate the points of able attachment and in the correct and safe operation of lifting equipment Hard hall meeting OSHA standards, steel toe shoes with metatarsal guard and We protection should be wom at all times. Sayinthedeorofanyliftedload. Mzkecerain all framing is properlybraced orgWed before lifting linesmanemovel. STAY WELL IN THE CLEAR! Remember! Daily meetings highlighting employee safety procedures will reduce the number of employee accident. YOUR SAFETY AT WORK PANELS MAY BE SLICK A protective coming, dew,Front, or any other moisture may cause panels to be slippery. Wipe down panels before installation or walking on panels. Wear robber sole work boot. When on the roof, use OSHA approved protection devices such as safety lines, safety nets or a catch platform. - UNSECURED PANELS MAY SLIP IF STEPPED ON Employees should be continuously warted to never step on a single unsecured roof panel or a sack of roof panels laying unattached on the parties. Secure each end of walkboads with clamps at appropriate fasteners and place walkbards in the Flat ofpanels. Walkboerds should ran to the full length of the panel and be fastened together by drilling hole near the end of each board and tying it with rope to the neat board. ICut a groove m the bottom ofeach board so that the board will lie flat and mourn back and forth because of the rope). 6— SAFETYPRECAUTIONS All safety Preauutom referred to throughout Nt publication, all OSHA safety requirements or other customary or standory requbement must be adhered to in order to maximize employee safety. Daily meetings describing We work procedures, we of hard hat, rubber sole shoes for mcfen rk, proper equipment for handling matelot and edge of roof protection devices are recommended erection practices. YOUR SAFETY AT WORK Moving or Liffing loads Stay well in the clear of any moving load. Keep hands and feet clear at all times. Workers should be trained to correctly locate the points of cable attachment and in the cones and .to operation of lifting equipment. Hard hats meeting OSHA standards, steel toeshoes with metanw al guard and eye protection should be worn at all times. Say in the clear of any lifted load. Make certain all framing is properly braced orguyed before lifting lines are removed. STAY WELL IN THE CLEARI Imn embert Daily meetings highlighting employee safety procedures will reduce the number of employee accident. INTRODUCTION 'American Buildings Company has designed the structural components of your building in accordance with the design criteria spocifiad to American Buildings Company by it customer, the End User and in Design Professionals. American is not the Design Professional of Record for the End Use or in project American recommends that the preliminary erection drawings and deign certifications be reviewed by you with the general common , End User and the End User's Design Professionals of record prior to fabrication and erection in order to assure that the End User and it Design Professionals are satisfied with the specifications and the design. The customer, End User and their Design Professionals are responsible for design specifications, load opera and all relate! load factors and all essential design spocifiations affecting design. American will take no part in the erection of the building component. Proper erection ofthe building component in accodance with Americans a anon drawings, erection manuals and details is critical to the building being able to achieve itdesign specificatioths. The emcm, general convector and all the persons associated with the specification, purchase and erection of American's building should consult with and comply with the Common Industry Practices as set forth in the Metal Building Manufacturers Association Meal Building Systems Manual (2002 Edition) which is applicable to the purchase, design and mention of your preengineered meal building, and by reference is incorporated into this manual.' AM]MICAN BUILDINGS COMPANY A NY ==M CAMPtENY r GENERAL FOUNDATION NOTES CERTIFICATION AND SCHEDULE OF DRAWINGS dRDIE YEA BUILDING SUPPUM ASSUMES NO MSMNSISILDTY OR UABILRY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. I ME FOUNDATION DESIGN SIIODUD BE DONE VuM DUE REGARD TO ME SPECIFIC SCR CONDITIONS PRESENT AT ME ACTUAL JOBSM. 3. FOUNDATON MUSE BE DESIGNED FOR ME APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RESIST AIL OF ME CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS LOADING CONDMONS. MESE REACTIONS AND LOAD COMEINATONS MUST BE USED TO DETERMINE ME DESIGN LOAM TO BE RESISTED BY ME FOUNDATIONS. `4. RDNFORONG BARS, WIRE MESH. ANCHOR ROD SHEAR ANGLES, TIE RODS ARID / OR NNRPINS (HOOK =• S10ULD BE INCORPORATED AS REQUIRED INTO ME FOUNDATION DESIGN. "+ THE HORIZONTAL THRUST AT ME COLUMN BASE ACTING IN COWUNCTION WAIN APRJCABLE CA. OHS, MUST BE SUSTNNED BY HAIRPINS, TIE. RODS, BUTTRESSES, OR OMER DEPENDABLE MEANS- 5. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12.INCHES INTO NATURAL SOIL. OR WHERE FILL IS USED, ME FILL MUST BE PROPERLY COMPACTED OR ME FOOTING SHALL EXTEND TOME NATURAL GRADE IN ALL CASES ME FOOTING Sl. EXTEND At LEAST 6 INCHES BELOW ME LOCAL FROST UNE 6• EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED A5 REQUIRED W FOUNDATION WAI IS AND SUS; AS SPECIFIED BY ME FOUNDATION DESIGNER 7. ME TOP OF ME FOUNDATION OR FLOOR SIMtL BE SQUARE LEVEL AND SMOOTH. ANCHOR RODS S BE ACCURATELY SET TO A TOLERANCE S1/16 INCH ON DIMENSIONS WITHIN ME GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SNAIL. HAVE A 21/8 INCH TOLERANCE 8. COLUMN 845E PATES ARE DESIGNED NOT TO EXCEED THE AllDWASLE BEARING STRESS OF CONCRETE TUT HAS A MINIMMM COMPRESSIVE STRE14 M OF 2500 P.S.I. AT 28 DAYS. 9. UNLESS EXPOCIILY NOTED OMOMSE; ALL DUMBED STRUCTURAL STEEL (INCWOING ANCHOR RODS), OMER MATERALS, AND LABOR !MA_ BE SUPPLIED BY THE FOUNMPON CONTRACTOR. 10. ANCHOR RODS SHOULD BE AS SHOWN TURD CALLED FOR INCLUDING PROTECTION FROM CONCRETE, DIAMETER AND OUARUM IT. ME EMBEDMENT OF ME ANCHOR. RODS IN ME CONCRETE AND CONFIRMING ADEQUACY OF ANCHOR ROD EDGE DISMCE 15 ME RESPONSBRIIY OF ME FOUNDATION DESIGNER ME FRAME REACTIONS ARE CONSIDERED ME MINIMUM LOADS TO BE DEVELOPED. 12. AI- ANCHOR ROM SHALL BE ASAP F1554 GRACE 36 OR EQUAL IN ORDER TO CONFORM TO THE MEAL BUILDING SUPPLIER'S DESIGN ASSUMPTIONS EASED ON ME ALLOWABLE STRESSES GIVEN IN MEASC MANUAL OF SHEER CONSTRUCTION. 13. ANCHOR ROD DIAMETERS FOR ME PRIMARY FRAMING AND ENDWAIL FRAMING ARE DENCTED AT RESPECTIVE BASE PLATE DEALS OR ON ME ANCHOR SOLT PLAN. ANCHOR RODS FOR FRAMED OPENINGS Sl A BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED. BASIC MATERIAL SPECIFICATIONS PRIMARY FRPNTNG STEEL STEEL FOR MILL -ROLLED STRUCTURAL SECTIONS SHAll CONFORM TO ME REQUIREMENTS OF ASM A 36, ASM A 572 GRADE SO OR 55. OR AS'IM A 991 STEEL FOR A �LTA�QI SECTIONS CONFORM TO ONE OR MORE OF THE FOLLOWING MADE 55 B. ASTV A 1011_HSAS. GRADE 55, CLASS 1 C. ASTIM A 572 GRADE 55 D. ASM A 529 GRADE 55 STEEL FOR ENDWAtl 'C' SECTIONS STALL CONFORM TO AS11,1 A 1011 SS, GRADE 55, OR HSLAS, GRADE 55, CUSS I. STEEL TOR ROUND PIPE SECTIONS SHALL CONFORM TO ASM A 500 GRADE % 42 M. SECONDARI' FRAMEDD STEEL STEEL USED TO FORM PURUNS, GIRLS, EAVE SMUTS AND 'C' SECTIONS SNNl CONFORM TO ASM A1011 Si, GRADE 55, OR H9tAS GRADE 55. CLASS 1, OR IF GWVANQED SAAL CONFORM TO ASAP A653 Si, GRADE 55, G90 OR HSLR, GRADE 55, CU55 1, G90. ROOF AND. WALL PANEL NATEmM E%IEFTOR PANELS SHALL CONFORM TO ONE OF ME FOLLOWING: PANEL MATERIAL SHALL BE ALUMINUM -ZINC ALLOY -COATED STEEL CONFORMING TO ME REQUIREMENTS OF ASAP A 792 SS. GRADE 80. MATERIAL MAY BE EITHER 26 CR 24 GAGE PANEL NATERAD. SNAIL BE. ALUMTNUM-DNC ALLOY -COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASM A 792 SS, GRADE W. CRASS 1. MATERX MAY BE SLITTER 24 OR 22 GAGE - PANEL MATERIAL SHALL BE 21NC-0000ED TGALVAm2ED1 STEEL COATING DESIGNATION G9M 0, CONFORMING TO ME REQUIREMENTS OF ASA 653 SS. GRADE 80. CLASS 1 OR CLASS 2, OR HSIAS. GRADE 80. MAME MAY BE ER 26 R 24 GAGE PANEL MATERIAL SHALL BE MC -COATED (GALVANIZED) STEEL, COATING DESIGNATOR G90. CONFORMING TO THE REQUIREMENTS OF ASNM A 653 SS, GRADE 50. CLASS 1 OR CUSS 3, MATERIAL MAY BE EITHER 24 OR U GAGE GRACE CARIES: ASTM A 475; 7-SIF6ND EHS WIRE CABLE BC4 I/4• DA.(7mm) BC5=5/16' Dm(8mm) BC6=3/8' DW(10mm) 344=1/2' DIA(13mm) BRACE RODS: ASAP A 572. 50 KSI (UPSET MMADS) EM 5/8' DL OE..) FIRE -3/4'DIA(20mm) BR7=7/8' DL4(23min) BRB=I' DL4(26mm) NM OR ASA 529, 50 KSI (CUT THREADS) BR9=1 1/8' DV.(29mm) MID-1 1/4'DL4(32mm) BRIE=1 3/8' DA(35mm) M12-1 1/2'-DLL(39mm) STRUCTURAL PRIMER NOTE .. 'SHOP -COAT PRINER_IS INTENDED TOPROTECTME.SIEEL-FRAMING.DURING TRANSPORTATION.TO THE JOBSIiE AND FOR. NOT-MORE:TLN 45 DAYS .FROM ME APPUCAMON NOR ME COMPATB6ITY OF ME PRIMER TO ANY FIELD APPUED 'AS A MINIMUM AND SECONDARY TO MORE STRENUOUS JOB SPECIFIC REQUIREMENTS. PROJECTS LOCATED IN CMPDA MUST BE ERECTED VAMN TOLERANCES AS DEFINED IN SECTION 29.7 OF SPECIFICATON S16.01 AND PROJECTS IN OTHER LOCATIONS NUS BE ERECTED WITHIN TOLERANCES AS DEFINED IN ME LATEST EDITION OF ME META. BUILDING SYSTEMS MANUAL. PUSUSHED SY THE NEW CONSTRUCTIONLNG IT= TENPORARTY SUPPORTS, SUCH AS TEMPORARY GUYS. BRACES, FALSMOf04 CNBBNG OR OMEN ELEMENTS REQUIRED FOR ME ERECTION OPERATION IS TO BE DETERMINED, FURNISHED AND MSTALE) BY THE ERECTOR MESE SUPPORTS NUS SECURE ME S1ED. FRAMING. OR ANY PARRY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WINCH ME STRUCTURE WAS DESIGNED RESULTING FROM WIND AND OR SEISMIC ACTMTY AND AGAINST ME LOADS RESULTING FRON ME ERECTION OPERATION. Ar THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS FURNISHED BY ANEFICAN BUILDINGS COMPANY FOR THE REFERENCED BUILDING HAVE BEEIN DESIGNED IN OUR OFFICE FOR FA IRICATION IN OUR EUFAULA, AL PLANT. IN ADDITION TO THE DEAD LOAD (D) OF THE BUILDING COMPONENTS, ME MEMBERS ARE DESIGNED ON THE FOLLOWNG DESIGN BASIS: COLLATERAL LOAD (C) 5 psf On Reef Member 5 pal' On SuppoLrt�ing Frames ROOF LIVE LOAD ( 20 Pef on Roof Members WO Reduction On Supporting Frames Ae Permitted By Code WAND' LOAD (W) High'Velocity Hurricane Zone- No (sic at '- Dade ar Brosard county) Wind suro Category Based on Surface RaTgMess B 110 mph Basic WmE Speed (3-second gust) Entloeuro Claesific.U.n - End0eed Buildings Internal Pressure CaaHiaents - +0,18 and -0.18 Wind'Int dunce Factor - 1.0: Design Pressure for Wan Components and CLaEd'mg = +3=7 Rsf and -43.03 psf Classification of BuDdtng - IL An holdings and other structured except thaxe toted N Categories 1, II, and IV SHEET NUMBER ABC-1 ABC-2 AB-1 AB-2 AS-3 E-01 E-OA E-O3 BE E-04 i.125' E-OS E-06 AMERICAN BUILDINGS COMPANY SERVICEABILITY SIANDAAIS (2006 MBMA MANUAL CRITERIA) WILL BE USED FOR DESIGN AND FABRICATION OF YOUR ORDm: THE ABOVE DESIGN LOADS ARE APPLIED W ACCORDANCE WITH ME 2007 FLORIDA BUILDING CODE ME DESIGN IS IN GENERAL ACCORDANCE WRH.2005 DISC 360-M SPECIFICATION FOR STUCTURAL STEEL BUILDINGS. AND 2004 AAS NASPEC NORTH AMERMM COLD -FORTED STEEL SPECIFICATION ESB?!%M%bb PAID PANEL WALLS R0VVk 2)R FIND (FL704-R2 AND FLMI1 R1). SKYLIGHIS (FL6961-RI AND FL77U9-Rl), THIS PROJECT IS DESIGNED AS AN ENCLOSED BUILDING. ACCESSORIES SDOORS. WINDOWS. EC.) BY OTHERS MUST BE DESIGNED AS COMPONENTS AND CLADDING' IN ACCORDANCE TO SPECIFIC WIND PROVISIONS OF ME REFERENCED BUILDING CODE DATE REV. NO. SHEET DATE REV. NO. NUMBER V/04/12 1 SED-016 0{/04/12 1 ./04/12 1 - /03/12 0 /03/12 .. 0 /03/12 0 /04/12 1' E-07 04/04/12 E-M 04/04/12 E-09 04/04/12 E-10 04/04/12 SED-001 04/04/12 SEO-002 04/04/12 SED-603 04/04/12 SED-004 04/04/12 SM-005 04/04/12 SED-006 04/04/12 SED-009 1 04/04/12 1 1 SED-010 04/04/12 1 'QED-011 G4/04/12 1 SED-012 04/04/12 1 SED-013 a4/04/12 1 SED-014 04/04/12 1 AND B BUILDINGS PRIMARY CONTACT LISA-PARTON 334-688-2225- FIELD ISSUES JOHN SEARCY 334-688-2215 STEPHENA.BROCKARCHITECTS,INC. :;;'i;:i FIELD ISSUESBO BENTLEY 334-688-2716 W I+ f Approved ,'� • , n'�'n'N I yli�Ya. Approved As Corrected N I, I; •, ; Revise and Resubmit \. Not Approved • "" �-�"'��' p11\\11111111111111U/l/ Y' REVIEWIS ONLY FOR CONFDRMANCEWITH THE DESIGN CONCEPT OF An:I. p,\\4\ Y AAAAAAi� ;I THE PROJECT AND COMPLIANCE WITH THE EtNFORMATION GIVEN IN �; .. i l9 p _ THE CONTRACT DOCUMENTS. THE CONIRACFOR 45 RESPONSIBLE I•..•: I. `�. , . • �VCEIVS'•;.� �. FOR DIMENSIONS AND QUANTITIES TO BE CONFIRMED AND CORRELATED AT THE SUE; FOR INFORIAATICN THAT PERTAINS 5829 SOLELY TO THE FABRICATION PROCESSES OR TO THE MEAN$ ( 8 ' A@THODSA TECtRJ10UESA SEQUENCES AND PROM OF CON- EMOTION. AND FOR COORDINATION OF THE TRADES.'._ `n GATE L B( R•i _ 0 S TE OF�� EQUIPMENT STORAGE BUILDING C '""siAnis �AAw ISCALEII NONE PoR CONSTRUCTION DRAWN 6 SY: J FOR APPR %L CHECKED BY: TJ FOR PEMIT ONLY I DESIGN APPD BY.1 CL FOR HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUCTION 11645101 ABC-1 32MUM5<v- I 2 a u 5 qa c �����= �_� �.,. e > ©: w: . «m s � s= mT ee — s� m -= wmsr« . W eT «c » »aC , .m=ee e ,w=wa = 0 7 nn z!A m ROOF PANELS WALK DOORS ROOF CURB FRAMING IREQM PRODUCT REVISIONS TYPE• L3P GAGEM COLOR ACT CITY SIZE TYPE SWING LOCICSET CLOSER COLOR LINER TRIM UNY S@S ARE INSDE TO INSIDE CURB DIMENSION AS UNDERSTOOD W THE. METAL BUILDING SUPPLIER]HE FOLLOWING NOTES MAY OR WY NOT PERTAIN TO THIS PLANT WAFN<MY•NO WFARHERTIGNINESS WIRRAMRY•ND. -COLOR UT ARE NOIEWORTW PRODUCT' CHANGES. DO NOT UR CUT PUNS FOR CURB FRMIING UNLESS. RELEASED W A CERTIFIm DESIGN ENGINEER SPECIFlC JOB .BES MAXIMUM LOAD FOR STANDARD :.ROOF CURB FRAMNG IS 30DOj. UL 90 CERTIFICATION' NO _ W70 _ 6070 _5 _NL JIG _YES _NO _ _YES _NO THE MAGNITUDE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURBS MUST BE 1. THIAN SAFEM y _ _NI. _FIG 3070 _ W70 _S YES __NO _ _YES _NO CLEARLY SPECIFlm IN THE ORDER DOCUMENTS. - FACTORY MUTUAL CERTIFICATION' NO 3070 _ 6070 _S _NL JHG _YES _NO - - _YES _NO Ctt WIDTH LENGTH SLOPED AT RIDGE _ — 3070 _ G070 _S _NL JIG YES —NO _ _YES --NO WALL PANELS TePE uP GAGC.-26 co.... 299270 DASEBA-20 FRAMED OPENINGS -..'WIDTH ROOF CURBS •OUTSIDE PAW WMRAkTr_UI1-- CITY HEIGHT SILL HEIGHT FR WRAP TRIM LNER TRIM LINEN TPoY CITY W10TI1 OUTSIDE LENGTH MAN. HT. CAGE COLOR _ COLOR e' 18 YES _NO _YES _NO - 1. is EAVE TREATMENT _YES _NO _YES --NO - A STANDARD CURER W/ DOWNSPOUTS 29,0_ FT O.C. (WX) -,.• —YES _NO _YTS _NO SKYLIGHTS / WALL LIGHTS FLANGE BMX GLIDER W/ OOMI5PoUT5 FT O.C. (NAIL) _YES _NO _YES _NO TRANSLUCENT SKYLIGHTS GIY_ SIZE_ RON4 - SMPLE CAVE TRIM ._YES _NO YES _NO _ TRANSLUCENT 4' 5' WILL UGHTS OTY:_ _ OELU%E FAW TRIM _YES _NO YES —NO ICE AND SHOW TREATMENT . _ —YES _NO _YES --NO FACADE _NO _Y6 _NO CLEAR CORNER ._YES TYPE VERT OR SLOPED HEIGLENGTH PROTECTION UNDER FMAOE HT —YES _NO YES —NO TRIM. COLORS _ _YES _NO _YES —NO RAID MM:,--RFGWP70 GUTTER./ EAVE REGWP7D DOWNSPOUTS REGWP7O FRAMED OPENINGS SIJ. 70 WN _ FACIA PANEL TYPE COLOR _ TRIM COLOR•-. CORNER - SGP7o LRRASE mw BRSL . SOFFIT PANEL TPE GAGE COLOR TRIM COLOR -.... _ _ - SETF-FLASHNG THERW-PME GLASS. BURNISH SATE - _ . NISCEII.WEOUS: BACK PANEL TIDE : - GAGE _ COLOR TRIM COLOR. OTY WIDTH HEIGHT LINER TRIM LINER COLOR" PRIMER COLOR YES --NO CANOR PRIWRY: MD _ SECONOARri RFD ES O _YEN- CLEAR SOFFIT SOFFB My EN SW SLOPE PROJECTION LENGTH UNDER BEM PANEL TYPE COLOR ROOF.. FASTENERS - _YES NO SI]MVING SEAM 0 _ —YES NO X 1 F IXdLL HEAD HEX H S1 -. IL)14 A. t4 X 1 SELF DRILL HEX HEAD W/ WASHER YES _NO CAVE TRW TPoN COLOR DOWNSPOUT ELBOWS OFQY: DOWNSPOUT RENEW: " STANDING . SEW! I .. A 14 % 1 SELF MU. HEX HEAD B. 14 IL 1 SELF DRIM HEX HEAD W/ WASTER LOUVERSOVERHAN LONG SPIN III _ - - WRITE AOIUSRBLE W/ fLflD SCREEN _. DTI' PROJECTION LENGTH SOFFIT TYPE COLOR ' A. 12 X 1 1/4. SELF DRILL HEX HEAD W/ WASHER SW B �14 X 3/4 SELF ORTLL HEX-HEIDW/ WASHER CD• WIDTH HEIGHT UNER mm LINER TIDY COLOR _YES _NO SW LOC SEAM. -. - A..i14 % 1 SELF. OIdLL HE% NERD WfWASHER DOWNSPOUT ELBOWS ONLY: DOWNSPOUT RETURN: B 14.X I SELI DRU. HEX HEM. W/ WASHER - _YES NO _ - WALL'FASTENERS: _YES _No EN — - LONG SPIN m..eR-ARBI - YES _No - - A. 1z'X 1 1/4 SELF DRILL HEX HE.AlI - B14 % 3/4 ST1F OROL EP3( XEAO YES YNO PARTTTIONS CTY WIDTH LENGTH HEIGHT PANEL TYPE GAGE COLOR SHADOW PANEL LINER PANELS A $/12 X 1 SELF DRILL HEX HEAD W/ NUT BANK LINER mm (GAP NCLUDED)) B /14 X 3/4 SELF mu. HEX HEAD LOG LENGTH HEIGHT PMEL TYPE GAGE COLOR CORNER TROH COLUMN T m TRIM COLOR TRIM FASTENERS —YES Yro _YES _NO ALL FASTENERS ARE J14 a 3/4 SELF ORI. -- - - —YES ---NO YES Y10 _YES JR0 _YES YNO - - - _ FASTENER NDTE A - SHEEIING/FlASWNG TO STRUCTURM. CONNECTIONS YTS _NO YES _NO B SHEEING/Fl/SHWG TO SHFETNG/MSHING CONNECTIONS ROUND 20' THROAT WI4RE VEMILATORS� SPECIAL NOTES - INSULATION W THE BY METAL BL)G _ QUANTITY _ RIDGE MOUNTED SLOPE MOUNTED ' ACNE OTHERS - SUPPLIER THICK WHOM .FACE COLOR ROOF x _ _ _ _ 9' X 10' RIDGE. VENTILATORS WALLS % _ GIN AT 10' SECTION UNIOW FEET CONTINUOUS RIGID BOARD_ RODE_ Wino BEARING PIATE_ - - ----- THEMAL Mom` BY OTHERS_ ROOF JAXS OTY TYPE MISCELLANEOUS HATER W THE META. BURONG SUPPLIER: _(1' TI9O( ONLY" DK-3 Ile- 4- DIAMETER_ - . _ .. 'tl SPACER STRIP'_ (FOR LOC SENT WITHOUT INSULATION)OK-B DK-5 4' - 7' OMEIER 7' - 13' DIAMETER N0.' REVISIONS MADEICK'DI DATE ENGR DATE NO. - - R LMSIONS IMADEICWDI DATE JENGRI- DATE I DRAWING SUBYRDJ. ST^ I SCAI F: NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC - - AMERICAN BUILDINGS COMPANY I RBASED FOR CONSTRUCTION JEF WK 04/04/12 CNC 04/13/12 - - - - - [9 FOR CormRITCIM [ ] E0R IPPRaVu [ ] E0R PETORT a0Y [ ] FOR PRELOINinY BYp JU - 04/a7/12 CHECKED Sr.TJ t 04/04/12 IPPD Br: ac 04/01/12 DRAWING. NUMBER' RLv.No. 11645101 ABC-2 1 cAo BY: I Ti 04/03 12 0B:4328 VR. Xl a BP06-A m O 11j i L N � L DPO6-A U 11} O O O N U O F N 5 0 0 0 BPO6-A 0 11} 'a 0 a BP06-A 11} F nwR FRAME -:--I r PORTAL BANE 0 - R-03-A _—_— _ BP64-A BP03-A _—_—_ WP A 1 Im I 1 N a N ml n m m m m I. 1 + 10}_ 23'3 10} 1 i 1 1 I I 1 1 1 I 1U} 233 101. 1 1 I 1 Y I I o 1 1 I I 1 1 1 c < < I < a a m l m l 1 1 I I c I I Y 1 1 1 1 1 I 10} 23$ 10} c Y < I < 1 a a I m l 1 I I I c I I a 1 1 1 I 1 I 10} 23'3 10} 1 1 1 i l i I L r 1 1 1� y 1 a O O o I6 m m 0 ! m 1 m 11P11-A BP12-A BP11-A BP12-A 0I 1 NOTE ' 1. FIN. FL ELEV. = 100'-0' 2. B.O.B.P. = BOTTOM OF BASE PLATES. 3. B.O.B.P. OF ALL BASE PLATES = 100'-0' E%CEPT AS NOTED. e- BP08-A 11} m if Y � f IC N BPO6-A 11} U O O O � U N O U U 0 BPO6-A 0 11} S � o m 3 BPOB-A n 11} L nuAL F E P r I '' II L P IM& F E �� m 1 -:1 110 I 24'0 2VO I 25'0 25'0 24% 1'0 1 2 3 4 5 6 1250 OUT TO oa OF_SZEEL ANCHOR BOLT PLAN EQUIPMENT STORAGE BUILDING C NO.• REVISIONS MADE CKO I DATE IMGRI DATE I NO.1 PIMSIONS NAOE CKD ❑ATE- ENGR DATE DM c SUBMIRAL MMS SCALE. NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC AMERICAN BUILDINGS COMPANY [•1 FGR cONsmucnoN L 1 i0R AP K [ 1 FCR PERMrt &Cy L ] FaR PREL66NNTY DRAwn BYg JEF 04/0/12 a¢a® En: Td 04/ /12 _ DEskN APPU W OMc a4/oi/t2 DRAWING. NUMBER' 11645101 AB-1 REV.NO. O c�0 Br. CMC 38.1 04 02 12 15:37:35 W REACTION SCHEMATICS U T ti Ht �� f} F E D C B A R2 V \/ A T h HZ 1 F E D C R A LOADING FRAME LINE _1.. - -V CONDITION (wP-) (wp-) HI (wo.) H2 FA (was) V (kip-) HI (wpa) H2 (wpc) D +0.3 +0.8 NA NA +0.9 NA _ NA C +0.3 +I2 NA NA +1.4 NA NA L to to NA NA to NA NA +1.6 +5.0. +6.2 -2.3 -8.8 --1.7 -2.7 -10.7 -1.3 -3.6 W to to to to to to to . _ +0.1 +0A .. +1.3. _ +2.5 +0.9 +12 +3.3 vw qn H2 = Norzontal force perpan0 cvlar to Itie plane of frame NOTE THE FRAMING AT:THIS ENDWALL LINEISNOT DESIGNED TO ADCONNGOATE R11URE AODMONS REACTIONS CORRESPONDING TO THIS FRAME ME REFLECT, LOADINGS. FORACTUALTRIBUTARY AREA AND ARE NOT, INTENDED. TO INCLUDE ANY FUTURE NOD61CATlONS UNLESS E%PUCIRY NOTED OTHERWISE. .. LOADING FRWE LINE. 6'. CONDITION ]FAQ - E,e. _ D.0 v (kip-). v (wM HI ;: (kip-) H2 (wp-) v (wM Hl (wpa) H2 (wpe)- D +0.3 +0.8 NA NA +0.9 HA NA C +0.3 +1.E NA HA +1.4 NA NA -0.1 -0.9. -02 L to to NA NA to NA NA +1.6 +5.0 +6.2 - -2:3 -11.8 -1.3 -2.5 -10.7 W to to to to to to to +0.1 +0.9 +1.3 +2.7 +0.9 +1.3 +3.6 a pan 142 =horizontal form perpm�icWar to the plane of frame NOTE: THE FRAMING AT THSENDWALL LINE IS NOT DESIGNED TO ACCONNODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO THIS F ALNE TINE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA ANO.ARE NOT -INTENDED -TO-INCLUDE ANY FURIRE MODIFICATIONS UNLESS E1tPUCRLY NOTED OTHERWISE HyM1f� 1 ) H3 I F C.5 A LOADING CONDITION FRAME LINES. 2-5 - F _ .. C.5 A V (wP-) H1 (wM) V (wP-) V (wpe) H1 (kips) D t1.9 +0.8 NA +1.9 -0.8 C +2.7 +1.3 +5.9 +2.7 -1.3 L to +6.6 +3.0 +14.3 to +6.6 -3.0 W -14.4 -6.7 --30.7 -14.4 +6.7 Hl' : harizontal force in the plane of frame H2 horizontal force perpenGcular to the plane of frame EQUIPMENT STORAGE BUILDING C FOR CONSIRUCIION DRAWN FOR APFRDJAL FOR PERIAR ONLY CHECK FOR PREUIaNMY DESIGN PORTAL FRAME N1 H1y,�)} H2I 2 3 y 4 5 COUJNE F. HAYS 2-3. 4-5 LOADING COLUNE. A BAYS. 2-3.4-5 CONDITION - 2 g 4 3 At 5 v IH1 Cww) (wp-) V Imps) Ht Iwo-) D +0.4 - NA +0.4 NA -1.5 -1.6 _ -1.5 -1.6 W to to to to +IS ".+1.6 +1.5 +1:6 pane H2 - horizontal force perpeiKicular to the plane of frame NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS JEF 04/03/12 12600 NW HARBOUR RIDGE BLVD. ra o4/04/12 PALM CY, FL Ere MC 04/04/1z RICHARD K. DAMS CONSTRUC 11645101 AB-2 IT 1 GIRT— I 'D LINE I Ll i BP01-A 3 8 PLATE BP06-A 3 8 PLATE 6 12 12 12 3/4-AB N M 0 M .rol I m GIRT LINE- 1'0 BP09-A 378 PLATE m ] �N M M < c_ 3/4-AB 12 12 .12 6 BP02-A 1 2 PLATE 3/4-AB CL fRA1dE BP07-A 1 2 PLATE 6 iy 12 3/4-AB M GIRT LINE BP10-A 1 2 PLATE GIRT LINE L � 11 0 -- m 7.. 32 3 42 �. n BP03-A 1 2 PLATE D GIRT'LINE� BP11-A 1 2 PLATE GIRT LINE ZIL 1, �I �o BASE PLATE DETAILS BP04-A 1 2 PLATE GIRT LINE BP12-A 172 PLATE EQUIPMENT STORAGE BUILDING C m i Vo IRT BP05-A 3 8 PLATE GIRT i �112� LINE n 6 . 3 31 1, 8 I BP08-A 3 8 PLATE 6 12 12 12 3/4-M N n m I m BP13-A 378 PLATE ALL ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION .(UNLESS NOTED) ABOVE THE BOTTOM OF THE COLUMN 845E PLATES, EXCEPT 1/2 INCH DIAMETER BOLTS LOCATED AT DOORS WHICH SHALL HAVE PROJECTION OF 1 INCH ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTH OF 1/4 INCH LESS THAN THE PROJECTION. THE PROJECTIONS SPECIFIED PROVIDE FOR A SINGLE BASE PUTS THICIOIESS AND APPLICATION OF ONE 3/16 INCH WISHER AND ONE. HEAW HEX NUT. IN TIfE INSTALLED POSITION, THE TOP OF THE ANCHOR BOLT MUST BE FLUSH WITH OR ABOVE THE TOP OF THE NUT ADDITIONAL PROJECTION LENGTH MUST SE CONSIDERED AND PROVIDED FOR ITEMS SUCH AS GROUT. DOUBLE NUTS, PLATE WASHERS. IEVELPIG PLATES, ETC., THAT MAY BE SPECIFIED BY OTHERS. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED FROM CORROSION. . , N0. REVISIONS MADEICI(Ol DATE ILNGRI DATE INO.1 REVISIONS wouLlIxul WIE I DWNMNG SUBM QPAI P. NONE DATE n"^IS HARBOUR RIDGE PROPERTY OWNERS AS [•] FOR conslRRJcnaH oRAwn ar: JEP o4/a3/12 12600 NW HARBOUR RIDGE BLVD. [ ] FOR APPROVH CHECKED BY: TJ 04 04 12 . FOR PERMIT ONLY / / PALM CY, FL AMERICAN BUILDINGS COMPANY [ ] FW PREUMINAAI' omcN APPD Br: cut 04/04/12 RICHARD K. DAMS CONSTRUC DRAWING. 11645101 AB-3 REv0 CAD BY: CMC 04 02/12 14:43:15 Vat. 38.1 NUMBER' 0' p I I I o I O p N n ci I' o I 5 I p I o - I I EI-0103A � I N O S 24'0 M. 25.0 25'0 3 4 125'0._OUE TO.OUE.OF_. STEEL PRIMARY FRAMING SHAKEOUT PLAN EQUIPMENT STORAGE BUILDING C 25'0 24'0 i 0 I o Q N p O I O o I I � 'om I I 1 REVISED FOR CONSTRUMON JEF NIK 04/04/12 cuc 04/13/12 j STAB SCALE: NONE DAlE HARBOUR RIDGE PROPERTY OWNERS AS 1.1 FAR cansmuclloN ORAvm er: JEE a4/0D/12 12600 NW HARBOUR RIDGE BLVD. [ 1 FOR MPROJIL [ ] FOR REtnIR Drat a1ECRm er. Td - - ay04/1a PALM CYO FL AMERICAN BUILDINGS COMPANY [ 1 FM FI✓Ei0mVR1' orsaN �� �: cuc 04/04/12 RICHARD K. DAMS CONSTRUC DRAWING, REv.No. w W. TiTJ 03 12 05:a5:12 Vn. M2 NUMBER• 11645101 E-01 1 ` D a 3/4 X 2 r 7/8 1 t'2 E 4 _ 1/2 X 1 1/4] 7/8 10.8!3/ f 4 1/2 X 1 1/4 - 1'0 11.3 1, G 4 1/2 X 2 t'0 12% 3 O 1'9(+- 1/16) 0 lV 6 %B 1'3 ZI 1 12'8 : M Cl- 1. A 12 2 ,450 j� lO O 3'8(+- 1/16) '6 ,.1'6 20'0 TO CL OF COLUMN 22'0 TO CL OF COLUMN 45'0 M RIDGE 90'0 OIR TO OUT OF GIRT UNE COLUMN & BEAM CROSS SECTION AT FL. 1 NOTE. THE FR0,MING AS DEPICTED ABOVE 6 NOT DESIGNED TO ACCOMMODATE ANY FUTURE -EXPANSION. - '- EQUIPMENT STORAGE BUILDING C 12 10 O 3.8(+- 1/16) 20'0 M CL OF COLUMN 45'0 M RIDGE 12'8 5'8 4 1 REVISED FOR CONSTRUCTION JEF NIX 04/04/12 CMC 04/13/12 Uro M ]UUML11A STATUS I SCALE: NONE DAZE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD.- PALM CY, FL RICHARD K. DAMS CONSTRUC AMERICAN BUILDINGS COMPANY - C•] Fop consmucnaN FOR MPR x P OraLr C ]FOR ix6imNutr DRAt�. 04/03/12 CHEJ 04 04 12FOR / / DEScuc Dy04/t2 DRAWING.CAD NUMBER' 11645101 E-02 1 W. TU 0443:11 ver. 3e.t 2 ]/4 X 2 3/4 (REF. BR40MA) 6 10 3/4 X 2 1'4 11'6 7 16 •p c 10 3/4 X 2 1'4 11'6 1/4 D 6 3/4 X 2 1.3 9/16 10'0 11/16 _ 2 3/4 X 2 3/4 REF: 8R40U4) E 4 1/2 X2 6 5/8 11'S 3/4 12 IF- 45'0ia 40'4 is n FF853L-3.10 h EFB53R-3.10 T A a lV Y rRC-0101 6 10ja is 10 O 3'8(+- 1/16) 4TO Ca TO CL OF 4 'O TO ROM 4'0 M-0101 }f NOiE USE 1/2' X 2' A325T SOLTB AT FQRUN CONNECTION TO FRAME 90b OUT TO OUT OF GIRT UNE RIGID FRAME CROSS SECTION AT FL. 2-5 FRAME 10: 1164510Y.OtA 04/02/12 07:49 EQUIPMENT STORAGE BUILDING C 12 45'0 176 I 43'0 is TO CL OF COLUMN WO TO RDOE 3 O 1'9( n EFBSA-3.10 @ 6B53R-3.10 D 0 Y lV RC- 1101 101a 8 NO.1 REVISIONS MADE CWD I DATE JENGRI DOTE NO. REVISIONS MADE CK 0 I DATE I ENGR I DATE 0MN1NG SUBMOTAL ISC.A1 F;I NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM. CY, FL RICHARD K. DAVIS CONSTRUC AMERICAN BUILDINGS COMPANY I REVISED FOR CON9m6CnON 3EF I NTK 1 04/04/12 CMC 1 04/13/121 [9 FOR mxslmlcnon C ) FOR "F O C ) FOR 1'F18.IR Dray C ]FOR 1'fgl➢9NAR1' DRAWN Br: aEF 04/03/1z CHECKED 8Y: Td 04/04/12 DESIGN ADD ar: cuc 04/oi/I2 DRAYnNG. - - NUMBER' 11645101 E-03 �ND 1 cAn Br: ra 04 03 12 06:43.11 Va. IRA SPLICE BOLT TABLE SPLICE OTY SIZE DEPTH CLFAR AT SPLICE A 4 1/2 X 1 1/4 7 7/8 In 3/16 B 8 3/4 X 2 7 7/8 11'2 C 8 3/4 X 2 7 7/8 12.4 1/8 D 8 3/4 X 2 7 7/8 11'2 E 4 1/2 X 1 1/4 7 7/8 10.8 .3/16 .F ♦ _1/2 X 1 1/4 10 1113 1/8 G 4 -. 1/2 X 2 1:0 12'1' H 4 1/2 X 2 1'0 12'1 1 4 1/2 X i. 1/4. 1'0 11'3 1/8 _n 3 O 1'9(+- 1/16) 0 Y 8 77 1'3.71 1 12'8 n TO CL 12 2 45 0 16 10 O 3'8(+- 1/16) 20'0 TO CL OF COLUMN - 22'0 TO CL OF COLUMN 45'0 TO RIDGE _. 0 I C T 90'0 OUT TO OUT OF GIRT UNE COLUMN & BEAM CROSS SECTION AT FL. - 6 NOTE THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FMRE EXPANSION. EQUIPMENT STORAGE BUILDING C 12 -12 45107 28.0 54 _ 10 O 3'8(+- 1/16) 20'0 TO CL OF i 45'0 TO 3 0 1'9(+- 0 Y 78 8 12'8 n TO CL OF COLUMN I 11'3.7 N,j NLVINUN] Nwc UnuI Ju Kj UAIe I NU.1 IMrwe wu w�� uruN wIc uruannU wuMUla SCAT F• NONE DATE 1 REV6 FOR CONSTRUCTION JEF M 04/04/12 MC 04/1 HARBOUR RIDGE PROPERTY OWNERS AS - (•I FOR coN9RalcTlon DRAM By.1 JEF 04/03/12 12600 NW HARBOUR RIDGE BLVD. [ I FOR PWIR ONLY CHECKED BY: TJ 04/04/12 PALM CYO FL AMERICAN BUILDINGS COMPANY [ I FOR PTiE1L61URY oESXxt APPo-iN: CMc 04/04/12 RICHARD K. DAVIS CONSTRUC DRAWING. - REv.No• cAO W. Ti o4 a3 1z os43a2 V«. 39.1 NUMBER' 11645101 E-04 1 I'D 0 a N 1'D 1. 125'O OUT TO OUT OF PURUN UNE 2 3 4 5 24'0 25'0 25'0 25'0 24.0 8213-28.ORK 8Z16-29.6MR 8z16-28.OMM 8216-29.6RN BZ13-28.DIOi (14) flEWIRE (13) REWIRE (141 REQUIRED (13) REQUIRED (14) REQUIRED 11YY_PPICAL UN. TYPICAL U.N. 1VPIGL U.N. 11PICAL U.N T ICAL U.N. 6.0 3'0 310 6'0 W(U.N.) l (U.N.) NF LIP(U.N.) -G1VC CINIR I I(CLT C W 1 1ANU.N.) .BC6-28.6 BC6-28.6 777 _. BZ14-29.6RM 8C6-321 ' ` BC6-32.1" / ♦ X X ".� BC6-27.7 ` - BC6-27.7 CL-12 CLR805d CL-12 tt-12 CUi805 0.-12 �— BC6-27.7—+ CL-12 ClRB05 CL-12 CL-12 CU1B05 a-12 8C6-27.7� - CL-12 CIp9a5 CL-12- - - BC6-32.1 BC6-32.1. ♦\ - \\ - /� BZ14-29.6RN-. / 8Z11-29.6AIR 8C6-28.6 BC6-28.6� I'D -FIVE STRUT UNE (SEE SW.) Wo SO 3'0 610 IAP(U.N.) LAP(U.N.) I (U.N.) L (UN.) 8z13-26.OKR 8Z16-29.6RM 8216-28.OMM 8216-29.6MR 6213_28OW 13) REQUIRED I6�E S:ICLA T( U.N.IG Y N. YQU� 1CAUIRE K. 24'0 25'0 25'0 25'0 24b 1'D __3..6__ - 125'0 OUT TO OUT OF PURUN UNE ROOF FRAMING PLAN EQUIPMENT STORAGE BUILDING C a b N o � a THIS ROOF SYSTEM DESIGN USES ANTI -ROLL CUPS INSTALLED AS SHOWN IN SECTION RF5O/AA (upM1(IQ OR RFSG/AAA (downhill) AND RF51/BA ON DRAWING SED-004. LOCATIONS ARE INDICATED ON THE ROOF FRAMING PLAN. Clip Mork Number is: CL-12_. ' nu.j 1 REVISE FOR CONVRUCRON - - JEF Nix 04/04/12 CNC 04/13/12 nOK STA105 I SCALE: I NONE I DAZE HARBOUR RIDGE PROPERTY OWNERS AS - - - - - [•I FOR con9lRucnON DRAWN W. JEF 12600 NW HARBOUR RIDGE BLVD. _ [ ] FOR APPROVAL [) FOR PERNR OW d1ECNE BY: TJ N1�38.2 PALM CY, FL AMERICAN BUILDINGS COMPANY L ) FOR PREu1m1Na DmON APPO.W-. MC RICHARD K. DAVIS CONSTRUC DRAWING. - RLv.NO. CAD BY: TJ 04 03 12 11:37:04 NUMBER' 11645101 E-05 1 . Z Pi 45'0 ie 45'0 jp 0 3 O 1'9(+- 1/16) 10 A.3'B(+- 1/16) a 10.0 3'6(+- 1/16) 3 0 1'9(+- 1/16)e „ 25'4 ;p 79'3 19'3 25'4. jp 3 S 6 I J m 0 Q a - Zo A m G � C i 3 p o Z �I m (n (� =i O Gi' N ri o co �j m O C) Z 3q o % PCB �m N �NN 4 Q N s7 pp S'b 'Lb S d �. g. Q. gggK u a a L P,( ZO Y Z u � m n RQP p, n D N D 000 x j�A� O 5 mm (N O -u 0 Mm0 o� c m 0 3 om z N 0 a ca �� o 0 mmf mT AF) D T' D fam v0 O a m N C oz v ^� m A� n Z J O Z N ® WP36-2S.9 1/2 L3P26-19.5 WP26-25.9 1/2 WP26-19:3' WP26-25.8 1/2 WP26-19.5 UP28-25.9 1/2 WP26-18.5 ' WP26-25.9 1/2' WP26-19.5 WP26-25.9 1/2 WP18-19.5 UP26-25.9 1/2 WP26-19.5 WP26-25.9 1/2 .WP26-19.5 ® WP26-2518 1/2 WP28-19.5 WP26-19.6 1/2 WP16-19.$ WP26-25.91/2 WP16-19.5' WP26-25.9' 1/2' WP28-19.5 WP26-13.B 1/2 WP26-18.5 WP26-23.8 7/2 WP26-78:5 WP26-25.9 '1/2 WP26-19.5 WP26-26.8 1/2'. .WP26-19.5 ® WP28-25.91/2 WP28-19.3. WP26-25.9 7/2 WP28-19.5 WP28-25.8 1/2' WP28-19.5' WP26-23.8 1/7 WP26-19.5 WP28-25.9 1/2 .WP26-19.3 WP26-25.8 1/2 L.9P26-18.5 WP26-25.9 7/2. WP26-19.5 WP26-25:8 7/2 WP26-19.5 WP26-25.9 1/2 1JP26-25.9 1/2 WP28-18.5 LJP28-19.5 WP28-25.9 1/2 WP26-19.5 WP26-25.9 1/2 LJP28-1B.5 WP26-25.9 1/2 LJP28-19.5 WP26-25.6 1/2 WP26-18.5 ,WP26-25.9 1/2 WP28-19.5 WP28-25.9 1/2 WP26-18.5- WP26-25:8 1/2 WP26-19.5 ® WPRB-2S.B 1/2 WP26-18.5 WP26-25.8`7/7 WP26-18.5 .WP26-25.9 7/2 WP26-19.5 WP26-29.9 1/2 WP28-19.9 ,WP26-25.8 i/? WP26-19.5 WP26-25.6 1/2 WP26-1B.5 :WP26-25:8 1/2 ,. WP26-19.5 WP26-25.8 7/2 WP26-19:5 T® I:SPY8-19.5 WPRB-2519 1/2 WP28-19.3 WP26-23.81/2 WP28-19.5 WP26-25:8 '7/2 WP28-18.5 WP28-2519. 1/2 L7P26-iB.$ .WP26-25.81/2 ' WP28-79.6 WP26-25:9. 7/R WP28-7B.5 WP26-25.81%2 WP26-7B:5WP26-RS.9 i/2 .WP26-79.5 _ ,WP2fi-25:9 2/2 WP26-19.6 WP26-25:9 -:1/2 WP28-18;5 WP26-Y5.91/2 '.WP28-1B.5 WP26-25.8 1/2 WPR6-19.5 WP26-25.9 1/2 WPR6-1B:5 - WP2fi-R5.B 1/R WP26-1B.5 WP26-RS.B 1/2 WP38-19:5 WPR6-2519' 1/2 WP28-1B.5 WP26-25.8 1/2 WP26-18A WP26-2S.8 '1/2 WPRB-19.5 Wp28-25;8 7/2 WP26-/B.8 WPRB-25.9 1/2 WP28-18.5 WPR6-25.9 1/R WP28-19.5 .WP26-2516-1/2 WP16-18.5 WPR6-25.8 '1/2 WPR6-18.5 WP28-Y5.9 7/2 WP26-19.5 WP26-2S:B'1/2 WP28-18.5 WP26-25:9 7/2 WP26-18.5 L3P26-RS.B 1/2 WP28-18.5 WP261/R WP28-19.5 WP26-23.8 4%2 WP26-19:5 WP26-25:8 1/R WP28-18.6 WP26-25:9 1/2 WP28-19.5 WP26-25:8- 1/2 WP28-19,5 -WP26-25:9 J/2 L3P28-7B.5 WP28-25.91/2 W P26-1B.5 W PR6-73.8 1/2 WP28-19.5 WP26 ]6.97/2 WP28-1B.S WPRB-25:9 1/2 WPRB-1B:5 WP26-2$:B 1/2 WP26-18.5 WPRB-R$:B'7/2 .WP26-1B:5 LJP26-25.9 1/2 WP26-18.5 WP26-25.91/2 . ____13P1.5=19.5____' ______WP2.fi�+7•B_lL�____._ • 1'1012 ER-s0aa, h � O F O O CC1 (IYP) n ER-5003� /-ER-5002 THIS ENDWALL F1 .I NOTE: ALL WALL PANEL RIB TO GIRT WITHOUT THE CR u� INTERSECTIONS REQUIRE FASTENER(S). REFER TO THE F FRAME UNE FOR 1/2 X 1 1/4 A325T/ 1 /2HVHX NUT 1 -5001 W/ (2) H.T. 'WASHERS PER BOLT - CORNER COLUMN --� FIB TYP. �// \� .FB-1 TW. FB-1 TW. \�\ FB-I TYP. D-0101A 0-0102A E1-clB 70 EI-010 EC-5002 YO 1AP(U.N). 2U. UP(U.N.) lAP(U.N.) TO EC-5001 LAP(U.NJ 8Z16-15.0P1 8Z16-22.OKK SZ16-24.DKK 8216-mow 8Z16-15.OP2 (3 REQUIRED REQUIRED 3CA (3) REQUIRED (3) REQUIRED U.N. UN. TYPICAL U.N. WCUN TWILL Ulf 140 20'0 22'0 20'0 14'0 90'0 OUT l0 OUT OF GIRT LINE ENDWALL FRAMING AT FRAME LINE 1 GABLE ANGLE GA-1 TYPICAL AT CORNERS (4.5)BA-20 SHEETING PACKAGE MK# EW01S—A _ (UR26) EQUIPMENT STORAGE BUILDING C m CORNER CUPS CC1 1 /2 X 1 1/4 -A325T/ 1/2 HVHX NUT NOT BE ERECTED SECTION AT THIS ZED CROSS BRACING. 8' GIRT DI 0 STRUCTURAL FASTENER W12X1 1/4 SDHH GABLE ANGLE GA-1 VIEW, A —A TYPICAL b nu. nevlvUnS nwuc ..n u uAle u .l WIC iNU.I M.I.na w uUl w, c UKI UAIc I oKAIIING 50uYnO11. STAn'S_ SCdi P. NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC - AMERICAN BUILDINGS COMPANY 1 REVISED FOR CONSRNCOON JEF NTX 04/04/12 CMc 04/13/12 - [ FOR ( I fOR.OM.Y T.) FQR PRELmxAR1' I DRAWN BY: JET 04/03/12 CHECKED BY: I Ti 04/04/12 DEscN APPD BY-.1 a c 04/04/12 NUMBER' DRAWING 11645101 E-07 1 CAD BY: TJ 04/03/12 06:43:13 Va. 38.1 .n NOTE ALL WALL PANEL RIB TO GIRT y� INTERSECTIONS REQUIRE FASTENER(S). ALL FRAME MUST NOT BE EREC 1E CROSS BRACING. THE FRAME CROSS SECTION AT FOR THE REQUIRED CROSS BI L 8218-IS.OP1 l6 =OW Kit 24XW 821G-22.OKK MIR-15.OP2 ) RpEQMRN UIRED I (823) REQUIRED (3) REQUIRED I (3) REOUIRM I (3) REOUIRS) CAL U.N. TU. TYPICAL U.N. CAL U.N. TYPICAL'U_N. 14'0 2WO 22'0 20.0 /4b 90'0 OUT r0 OUT OF GIRT LINE ENDWALL FRAMING AT FRAME LINE 6 GABLE ANGLE GA-1 TYPICAL AT CORNERS (4.5)B1-20 - SHEETING PACKAGE MK# EW06S—A (IJP26) EQUIPMENT STORAGE BUILDING C 79) � 51114RA" SCALE NONE DATE S1AN9 HARBOUR RIDGE PROPERTY OWNERS AS FOR CONSDi MM DRAWN BY: JEF 04/03/12 12600 NW HARBOUR RIDGE BLVD. FOR AP ff OI a¢aaa;D tm rJ a4/o4/12 PALM CY, FL FOR PEANR ONLY FOR PA�LNARf DE91GN APPD "W. CNc "/a/12 RICHARD K. DAMS CONSTROC 11645101 E-08 PORTAL FRAME SPLICE BOLT TABLE SRJCE DTY S¢E DEFIN CIFAR AT SPLICE A 8 3/4 X 2 10 9/16 9'11 7/8 8 8 3/4 X 2 10 9/16 - 9.11 7/8 G 4 1/2 X 2 5 7/8 N/A D 4 1/2 X 2 5 7/8 N/A n NOTE: ALL WALL PANEL RIB TO GIRT it INTERSECTIONS REQUIRE FASTENER(S). nGE-1R r(8.5)TGf1. (8.5).TF0581. (8.5)TFSE. (84)FSJ1-15.4 GEIL 1'0 24'0 25'0 25b 250 24'0 I 1'O 1 2 7 4 5 6 125'0 Oa TO OOT OF GIRT LINE I SIDEWALL FRAMING PLAN AT LINE F EQUIPMENT STORAGE BUILDING C ----FM—ADETC—KDT DATE JENMI DATE I DRAWING SGBYRTAL JEF MK 04/04/12 CNC 04/13/12 STATUS [•1 roR-caxsnxucno MY C ] FGR APPROVAL [ 1 FOR PREIIIBNARY CAD BY: I TJ SCALE: NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS DRAWN ep JEF 04/03/12 12600 NW HARBOUR RIDGE BLVD. - OHECKED Br. TJ 04/04/12 pqU„( Cy' FL AMERIGAN BUILDINGS COMPANY DESIGN APPO s': cuc 04/a/12 RICHARD K. DAMS CONSTRUC - REva DRAWING, 11645101 E-09 04 03 12 U6:4J:14 Vm 38.1 NUMBER' 1 NOTE: ALL WALL PANEL RIB TO GIRT INTERSECTIONS REQUIRE FASfENER(S). 0 N PORTAL FRAME SPLICE BOLT TABLE SPLICE OTY I SUE I nlr ICLEAR AT SPLICE A 8 3/4 X 2 10 9/16 9fii 7/8 B 8 314 X 2 10 9/16 9.11 7/8 C_ 1 4 1/2 X 2 5 7/8 N/A D 4 1/2 X 2 5 7/8 N/A' ,GE-1R _ _ _. __ d8.5)TGrI, (8S) TFOS81, (8:5)7FSE,_(8.5)FSA1-15:2 _ GE-1Lz 1'a 11 24'0 I 25'0 I 25'0 I 25'O I 24'0 125'a our To Our OF G um SIDEWALL FRAMING PLAN AT LINE A EQUIPMENT STORAGE BUILDING C MADE CK'0 I DATE JENGRI DATE I a WIG SUE JEF NM - W/04/12 CdC 04/13/12 SrANS h1 Faq coram C I FOR APPRa [ ] Fab PERNn [ I FOR PF1E101 CAD BT TJ 1'o SCALE NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC 1 AMERIQAN BUILDINGS COMPANY DRAWN en JEF 04/03/12 CNECIQ•n er: TJ G4/04/12 DEs1GN APPD w.-I CNC 04/04/1, DRAWING. NUMBER' 11645107 E-10 REv.No. t 04 03 12 06:43:14 Ver. 38.1 SQUARE saLE RIGID THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF OR WALLS IS TO HAVE THE PRIMARY FRAMING PLUMB AND SQUARE. FOR BEST RESULTS, IT IS RECOMMENDED THAT A TRANSIT BE USED WHEN ERECTING THE STRUCTURAL STEEL BE SURE TO READ THE GENERAL ERECTION GUIDE PRIOR TO COMMENCING ERECTION. SAFETY NOTES: THE METAL BUILDING SUPPLIER STRONGLY RECOMMENDS THAT SAFE WQRWNG CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP ENSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY TELEPHONE NUMBERS, LOCATIONS OF FIRST AID STATIONS AND EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES, THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDUNG MATERIAL AND SAFETY NETS WHERE POSSIBLE ME RECOMMENDED ERECTION PRACTICES. THE METAL BUILDING SUPPUER INTENDS THAT THESE DRAWINGS BE INTERPRETED AND ADMINISTERED WITH. SOUND JUDGMENT CONSISTENT WITH GOOD SAFETY PRACTICES. ALL SAFETY PRECAUTIONS. OSHA SAFETY REQUIREMENTS, OR ANY OTHER APPROPRIATE SAFETY REQUIREMENTS. CUSTOMARY OR STATUTORY, MUST BE ADHERED TO, TO ENSURE MAXIMUM WORKER SAFETY. IF OIL OR.OTHER SLIPPERY SUBSTANCES ARE SPILLED ON, THE ROOF/DECK PANELS, WIPE THEM OFF IMMEDIATELY TO PREVENT SUPPING OR FALLING. YOU SHOULD MAINTAIN A FIRM, SAFE POSITION WHEN USING ANY TOOL YOU. SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE ROOF EDGE WHEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON THE ROOF AREA DO NOT UNDER ANY CIRCUMSTANCES STEP OR WALK ON THE SURFACE OF ANY FIBERGLASS SKYLIGHT. IF FOOT TRAFFIC IS NECESSARY OVER SKYLIGHT, USE WALL( BOARDS THAT ARE PROPERLY SUPPORTED BY THE BUILDING PURUNS. BOLT AMETER DIMENSION W 1/2' 7/8' 3/4' 1 1/4' 7/8' 1 7/16' 1' 1 5/8' BUILDING ALIGNMENT.. GE01 I SAFETY COMMITMENT _ GE711 I ASTM A325T BOLT IDENTIFICATION MF01 AA AA AA BOLTED JOINTS: BOLTED JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASIM A325 OR A490 BOLTS', JUNE 30, 2004, RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. UNLESS NOTED OTHERWISE ON THE ABC ERECTION DRAWINGS, ALL A325 BOLTS ME USED IN CONNECTIONS OEFINED AS SNUG -TIGHT JOINTS (SD. FOR INSTALLATION IN�SNUG-TIGHT JOINTS. ALL BOLT MOLES. SHALL BE ALIGNED ;�IUP _ ASTM A325 BOLT PRETENSION SCHEDULE BOLT DLA Jm SPECIFIED MINIMUM BOLT PRETENSION NUT OR HEAD ROTATION FROM SNUG -TIGHT -CONDITION bsH4 <bs&b 1/2'0 - 12 KIPS 1/3. TURN 1/2 TURN - 3 4.0 28 KIPS 7/8'0 39 KIPS lb 51 KIPS. _SSARILY IN CONTINUOUS CONTACT. MORE THAN ONE CYCLE THROUGH THE BOLT (Lb -LENGTH OF BOLT) MAY BE REQUIRED TO ACHIEVE THE SNUG -TIGHT CONDITION. INSPECTION: JOINTS. PREfENSIONED JOINTS ME T IIFICANT LOAO REVERSAL THE JOINT IS JOINT MPUGABLE WHEN THE SEISMIC RESPONSE MODIFICATION COEFFICIENT. R IS. TAKEN GREATER THAN 3. NOTE THAT LOADINGS FROM WIND OR SNOW ARE NOT CONSIDERED SIGNIFICANT LOAD REVERSAL OR FATIGUE LOADINGS. SUP CRITICAL JOINTS ME. REQUIRED WHEN SUP' IS DETERMINED TO BE DETRIMENTAL TO THE PERFORMMCE OF THE STRUCTURE INSTALLATION METHODS PERMITTED FOR PRETENSIONED MD SUP -CRITICAL JOINTS INCLUDE TURN OF THE NUT PRETENSIONING, CALIBRATED WRENCH PREEENSIONING, TWIST -OFF -TYPE TENSION CONTROL BOLT ASSEMBLIES, AND DIRECT -TENSION -INDICATOR PRETENSIONING. PRETENSION VALUES EQUAL TO OR GREATER THAN THE VALUES LISTED IN THE BOLT PRETENSION SCHEDULE SHALL BE PRCWOED. FOR INSTALLATION BY TURN -OF -NUT PRETENSIONING, ALL BOLTS SHALL FIRST BE TIGHTENED IN ACCORDANCE WITH THE SNUG-TGHT PROCEDURE THE NUT OR HEAD AS MPUCABLE SHALL THEN BE ROTATED BY THE AMOUNT SPECIFIED IN THE BOLT PRETENSION SCHEDULE PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT. THE PART NOTTURNED BY THE WRENCH SHALL BE PREVENTED FROM ROTATING DURING THIS. OPERATION. INSPECTION REQUIREMENTS FOR SNUG -TIGHT JOINTS CONSISTS OF VERIFICATION THAT THE PROPER FASTENER COMPONENTS WERE USED MO THAT THE CONNECTED ELEMENTS WERE FABRICATED PROPERLY. AFTER ASSEMBLY, IT SHALL BE VISUALLY ENSURED THAT THE PLIES ME SOLIDLY SEATED AGAINST EACH OTHER, BUT NOT NECESSARILY IN CONTINUOUS CONTACT;. AND THAT WASHERS, IF REQUIRED, HAVE. BEEN USED. NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED. FOR TURN -OF -NUT PRETENSIONING,. IN ANDIRON TO THE INSPECTION REQUIREMENTS FOR SNUG -TIGHT JOINTS, THE INSPECTOR SHALL OBSERVE THE PRE -INSTALLATION VERIFICATION TESTING AND MONITOR THE WORK IN PROGRESS TO ENSURE THAT THE BOLTING CREW PROPERLY ROTATES THE TURNED ELEMENT BY THE MOUNT SPECIFIED IN THE SCHEDULE ALTERNATIVELY. WHEN THE FASTENERS ME MATCH -MARKED AFTER INITIAL FIT -UP (SNUG -TIGHT CONORION), VISUAL INSPECTION IS PERMITTED. THE SIDE OF NUTS AND BOLTS THAT HAVE BEEN IMPACTED SUFFICIENTLY TO INDUCE THE MINIMUM PRETENSON LOADS WILL APPEAR SUGHTLY PEENED. NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED. BOLT INSTALLATION & INSPECTION NOTES MF91 1/2'0. 3/4'0, 7/8'0 & 10 STRUCTURAL BOLTS (A325) I AA _ RAWNG SUBMITTAL STATUS I SCALE: NONE FOR COEtiiRUC11011 DRAWN BY: JEF FOR APPR X FOR PETNR ONLY CHECKED BY: TJ I DESIGN APPO BY: I CI FOR PRE AONMY DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL AMER l BUILDINGS COMPP RICHARD K. DAMS CONSTRUC DIIAWING. NUMBI72' 11645101 SED-001 vw n eE moan BR40A SMEIY PPEwn�Gt roFnOP�N.TM FIB �1FOW IPI6 � 1�E EPE� �IF�IS ' SINCE LUTE SAVE STRUT STRUCTURAL FASTENER(S1 'A' 1 1/41--�y1 1/4' d12X1 1/ (6) PER EAVE FRAME BRACE y EAVE STRUT IN PRE -PUNCHED HOLES 3 6/B' STRUCTURAL FASIENER(S) 3 1/2' d12X1 1/{' (G) PER'ENVE FRAME BRACE - IN PRE -PUNCHED HOLES 0 0 $fF2 0 a A• ENMALL RAFTER EAVE (SHOP WEIDE�) 1/2 4)R 1/2wHX NUT 1/4 A32W 9/16'0 COLUMN NOT SHOWN FOR CLARITY. • EAVE FRAME BRACE RAPIER SINCE PLATE CORNER COLUMN CL OF COLUMN EFB_ _ _ _ _.... CONNECT AT • EAVE FRAME SPACE • LENGTH WILL VARY BASED UPON yl�y "A -A' SPUCE PULE BOLT �___ CONNECTION THICKNESS CLOSEST TO INSIDE KNEE CONNECT PATE BOLT ENDWALL RAFTER SPLICE E COLUMN CLOSEST TO INSIDE KNEE NOTE • FRAME BRACE TABS TO BE su[�Y PatVnvN NOTE: MY raL w 1a: aru+ w Uo LONGER BOLT SPLICED IF BENT IN FEW AS RED. IUJNL uam In Aw T O • FRAME BRACE TABS TO BE REQUIRED FOR SINCE PATE LONGER BOLT SUPPLIED IF �Wcc e 9 TO KF£P.P KNI05 BEM IN FIELD AS RED. TO EFB= _ CONNECTION REQUIRED FOR SPUCE PLATE Aw Rn aFAR OF uvua inn^ TO EFB_ — CONNEC110N EAVE FRAME BRACE. CONNECTION BYPASS _ _ BR40 EAVE_FRAME-BRACE CONNECTION DEFAIL BR40A CORNER COLUMN CONNECTION DETAIL AT SLOG. EAVE _EF12 DIACONAL HAUNCH CONNECTION FROM E4VE STRUT TO SINCE PLATE AA DIAGONAL HAUNCH CONNECTION FROM EAVE STRUT TO SINCE LUTE AA COLUMN TO RAPIER CONNECTION - AA 5/.fEtt PISG1 D WNdQIG 91aA I2 mA'M➢ w W araSCT um sliE mm•T@I m' urmw EgYI'KEllf. 3/4 A325T/ ' 3/4 IiVH% NUT QTY. BY DESIGN L + -1 1++ + + 1� i RAFTER (2) 1/2 X FRAME BRACE (2) 1/2 /2 ENDWALL INTERIOR COLUMN n 2 I I .N — PURLIN 1/2 X 1 1/4 2 HVHX NUT V VARY E BSO1M a a- vssx wacunwn: voams munn � 1W.wED w ra PnwER E>axnN� Ti1M011aS ran NL .Mac STRUT PURUN (2) 1/2 X 1 1/4 AT25T/ 2 HVHX NUT MAY VARY SEE BSO1AA 1/2 X 2 A32HT/ HVHX NUT ENDWALL RAFTER SPLICE DETAIL E1722 ENDWALL RAFTER RIDGE DETAIL EF23 I ENDWALL INTERIOR COLUMN CONNECTION DETAIL EF26W SECTION AT COLUMN wl STRUT CHANNEL 1 EF31 RAFTER TORAFTERCONNECTION AA RAFTER W/RIDGE SPLICE PLATE AA COLUMN TO RAFTER CONNECTION AA ENDWALL RAPIER AA RIGID FRAME A325T BOLTS (TYP.) (SATE AND OCROSS SUANTi f) FOR 12,071aN3a1,11 :r V DIAGONAL HAUNCH CONNECTION AT BLDG. SAVE MF11 RIGID FRAME I AA - --' - - - 1 RENSEO FOR CONSTRUCTION LIEF WK 04/04/12 urert cwc un¢ 04/13/12 uwnwlrw: weuu of STAB SDq(E: NDNE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC AMERICAN .BUILDINGS CDMPANY - [•1 FOR cON CTIOn [ 1 FOR PERMIT APPROVAL [ I � PlaumIm my DRAwN ar: JEF 04/03/12 CIIECI(ED er: ra 04/04/12 OmcN APPD in: ac w o4 tz / / - DRAvnNp 11645101 SED-OM NUMBER' REv.No. 1 CAD EiY: TJ 01 0.7 12 06:55:00 Vc, 38.1 AVT S) W,. 0.YRA BIT GYE //--'' WLig1 SPLli �O ry5� WPICALL CONNECRON. AT CAPS ED' . T. W—Y///////rl-i— (SEE CROSS SECTI6N FOR 1.. BEWNEU a. > 1/e'. Y%//////A Ey1�{'. �� n� SIZE AND OUANTW) 2 P NW-TMEH➢ 9YY5 BEIWEIII IX T PMIS AS PEONPEB N yI�{I.E EA•5 W CpwYS9rr1 AREA CFGTEF IIWI 1/S' AID Lbf Wf1➢. i W 1 TIAt .LLL WfdS WNI = TOE SHCEG WIN METOURVL GVA9D: EVE PFOIEC S T" W]D N.f^ 1-TMFS19 5XW5 I- MW.. E . T CBI S100 ANU IW0 fuTi BEIWFIII Y . T 1 W N TAPENED $XI,6 10 MEET AW TX SIVIE SECTION 'A'- 'A' A. AL 9WWMG'W1E18LL WL STFE.. (DECT)OI TOIO C " 1 A= SIWl161G LETA15 SNLLN. TYPICAL HAUNCH.. SHIMMING DETAILS _ MF19 INTERMEDIATE RAFTER CONNECTION DETAIL.. MF21 RIGID FRAME. _ AA RIGID FRAME RARER _ - AA.. WEB OF RAFTER. EYE BOLT BEVEL BWP_ TYPICPI CABLE GRIP p r CAB E • COLUMN/RAFTER FLANGES OMIRED FOR CLARITY. . CABLE/ROD BRACE DETAIL BR01 AA STAY aFABII .WY YONNG IAId. M,O W PI1TD BFROW IfiWf. WVESY A E WY0.ID. RIGID FRAME % 2 A 25T/ x NUT L) 1/2 % 2 A i/2 m: INTERIOR. COLUMN CAP CONNECTION AT RIDGE RAMCONNECTION AT RIGID FRAME RIDGE RAFTER - - AA DRA"ONG WENOF[AL SCALE' NONE STATUS [•1 FOR CONBR2 RON DRAWN BY: JEF C 1 FOR APPR x CRECKED BY.1 TJ []FOR _ oESMr+ ArRD BY-.1 G ^1N W. TI ILL /!Il /1�1 (1R.55N HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC 11645101 SED-003 �BRT FASTER SIXXXIIIARY (2.1 1^Q8TiB1T kt]6FRS fREQUIRES 1 NYIQ 1Qff nNUr FIR Na ®WXXsu.- (REKKIRIS 1/2 Nva, 1 —161112](23/16W90Etl e 1 Y 316Aw9 LF 1 11/A]35T 1 x11{ 1 1 x111 IJ2 X 1 14 ST-- 1 Y] e I ♦ A115T 1 1 ♦ Az2Z r , e M49 -. 1 a 1 / AIIsr 18 1 'Y 1] I6-AN9 1 Y A]25T 1 4/3451 ,e 9 DE . , -x 1 ] I6 Aw9 x , Y AT15T ,n. l Y ] 1e Awe Alm 1 x A31sT 12 o le > ,/T e ..._11 REWIDSS El® RM1Qi QR" iM Ma➢I AiIM]OlFllr ,, 11 ME-Ze r RIGID FRAME Straight purfins are a necessity. Zee sections have a natural tendency to roll out of plane and deflect ha_rizc t Ily This must be corrected by forcing the paring into proper plane and spacing. Wood bloeWng is recommended as one method to accomplish this. _� I'SU1mW wx'r ALnx Qaaaxa ro az fNsma xwtm ro 11p5E esrvunl lx6 6opF. wawa sNwln wcw a9u uwml2o xum lurz HmE Purlin Ble[kino QE ro iOTAt 1XKN2S: LNPED N98aa � 11@ Ug 6 wFIDFD PA LEA QPS Before installing the roof panels and insulation, be certain Nat the pudins are straight and at 97 to the slope of the roof. Use wood blocking to assist with purlin arignment if adjustment is needed.. Start with one row of lempdrary blocking in the cents, of the boy. Use addiu.c.1 rows of blocking if needed to maintain straight purlins. As sheeting progresses to within one pane( width of the blocking R should hold the purrins in alignment allowing the blocking to be removed. BOLT REQUIREMENTS FOR SECONDARY FRAMING CONNECTIONS.. BS01 Move Elockiag to pert bay as the creation progresses. AT RAFTERS AA ING CUP 1/2 X 1 1/4 A325T/ 1/2 HVHX NO MAY VMY SEE MIA 2' NOTCH Typical construction of rood blocking is shown above. A 2 x 6 minimum hoard size should be used. Refer to the cross section framing drawings that accompanied the building to determine the pudin size and spacing. Measurethe purfin Tongs and cut notch in board accordingly. PURLIN BLOCKING - GE02 AA INIERMEDtATE BAY EAVE STRUT—� a *0s< NEGUIIpx. waRaws sxa,m .uwn wcw aQss wwN wmmc unvi SLWAC6 mM 5NY8 6,i5. EAVE STRUT BRACKET (SHOP WELDED) (TYPE MAY VARY) 1/2 X 1 1/4 A325T/ 1/2 HOAX NO (2) REOUIRED PER SAVE STRUT END CONNECTION X 1 1/4 A325T/ HVHX NUT 1 1/2. 1 (2) 1/2 X 1 1/4 A3257/ 1 2 HVHX NUT OR AS AN OPTION (1) 1/2 X 1 1/4 A325T/ 1/2 IANX NO AND (1) 1/2X2 3/16 A44g DE — TP MAY VARY SEE MIA STANDARD PURLIN LAP RFO1 BYPASS CONDITION I AA END BAY EAVE STRUT A / /� woNws swum kwAYs wEm slats w¢x lurmmp 1¢1u SNSIL6 i1Q SWI✓P FlY.eS ME STRUT BRACKET (SHOP WELDED) 1/2 X 1 1/4 A325T/ 1/2 HVHX NO (4) REQUIRED PER EAVE STRUT END CONNECTION _PURLIN CONNECTION DETAIL AT ENDWALL FRAME RF03R RIDGE BRIDGING CLIP CONNECTION DETAIL RFOS LOW HIGH SIDE EAVE STRUT CONNECTION BYPASS GIRTS RF31R LOW HIGH SIDE EAVE STRUT CONNECTION BYPASS GIRTS RF1 BYPASS, INSET h FLUSH CONDITION _ AA - AA ALL RAFTER/COLUMN FLANGE WIDTHS AA ALL RAFTER/COWMN FLANGE WIDTHS IFAAEII, PURLIN 1/2 % 11/2 1/4 HVHX 2NO ANn—ROLL CUP CL-12 — 8' PURLINS CL-13 = 9 1/2' PURUNS CL-14 = 12' PURLINS 1/2 X 1 1/4 A325T/ HVHX NUT ]R FVNGES > 7/16' — 1/2 % 2 A325T/ HVHX NO SNEIr HScrLnal NMYS eFM o51N r146J.Fp ElE I� PPJfECOM ®RN a'EIWPIa WWS 69 EIII.aIaC sOM1V dPLS ANTI —ROLL DETAIL UPHILL RF50 RIGID FRAME RAFTER AA PANEL POOP WJN®1ASIEI I/IJI Tj Cl,-13 = CL-14 - 12' PL ENOWALL RAFTER) SNETY ARLW' 1,]h M Y.VW9I SrFE1T f�T. ANTI —ROLL DETAIL RF51 ENDWALL RAFTER LONG SPAN III PANEL I BA rtevolUna ... emu" IrAHC I NU. NCVI]IUNS wvsu- L I -- I LNGN I DAIL I DRARING 9UBNNTAL bIAT� I SCALE: NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC --- AMLRICAN. BUILDINGS COMPANY 1 REVISED FOR CONSTRUCTION JEr NTK 04/04/12 GNc 04/13/12 - (•7 FOR APPROVAL [ I FOR PERMIT 0 C 1 FOR PFFOAT amx C 1 FOR PIaE 01NITY orQwn ar: JEF o4/ob/1z - CHECKED BY: TJ 04/a/1z DESIGNAPPu Bv: C IC o4/oa/12 DRAWING. - NUMBER' 11645101 SED-004 RLv.no. 1 GAD BY: TJ o4 03 1s o6:ssro2 Ver. 38.1 COl1M1 i1N,LE IImQYSi SFLbIRV2Y FlYlOq GYIGE D]DRE Qd)FD BOLT -ic0005L u , M4 I t A123T BOS FOR ARID IR]1BF% HFWP , NUT) Il ff IMT PEOUBm INYI 1/ 1IWI M WO®111 (I In MfM1 Alm. I e Ie x m 1 x X] ID 1 •.Al]ST-. 1 Al 1/4 M 3/r e 9. 'Y .] 18=AA19 CE % 2R1 X 1 1 { 11 Y 2 3 IB•M♦9 L£ 1 'A]RST '� 1 X 1 { A92 3 16 1 Y ] 5 A]VI -1 X. ♦ 'i ] 5 'Ab pE RST. 1 X'S'A] 1/r 1] 5 1 %]5 x? LR 1 lff 1 :X: 5 % JT 1 A]2 E I1-le 1 'X05 'A]P/.OE .1 ;4 AVST. y X2A= J♦' 11-18 1 %]5 'RN.fE I S%S Al]ST 1 %T A]SVT" X 3 5 dYl% X 1 X S A11vT In -X 2. A125T. 1 1 tl.- 1e tA x"3 5A ATOJ OE SPEtlIL.O1QSi SPF1]K OlOfll- LOLLVFAL'911Ui Ill MILQM 411NW.aFM Slm RIE 910EX NM uflaflls4 ER {TY11EC11Vt A10 HVU11M1S FRAME COLUMN 2 X 6(BWOOD BLOCKING GIRT SPACING II TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE. A 2 X 6 MINIMUM SOMO SIZE SHOULD BE USED. REFER TO THE CRO55 SECTION FRAMING DRAWINGS TO DETERMINE THE GIRT SIZE AND SPACINGS. - IN "ALUITON OF THE BUILDING WALLS IS GENERALLY DONE BEFORE THE ROOF. BEFORE STARING THE WALL SHEETING OR INSULATION. CHECK TO BE SURE THAT THE FAVE STRUT AND GIRTS ME BOLT REQUIREMENTS FOR SECONDARY FRAMING_ CONNECTIONS BS02. TO THENG ER LENGT AND ALIGN BETWEEN TUT HE UNES OF GIRTS. TWOOD HIS BLOCKING CM BE GIRT. BLOCKING GE03 AT COILMNS - - - - '- - AA MOVED FROM .BAY T0. BAY WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED. NORMALLY, ONE LINE OF BLOCKING PER RAY WILL BE SUFFICIENT. I AA 1 112 X (1) 1/2 X 1 1/4 A325T/ 1 2 HVHX NUT AND (1) 1/2X2 3/I6 A449 DE - TYP MAY VARY SEE BS02AA GIRT WITH 9 DE BOLT - TYP COLUMN SECTION A SECTION A NO WITH 1/2 DE BOLT IN PLACE, - OUTER ZEE GIRT CAN BE ATTACHED WITH 1/2 A325 BOLT AND ADDITIONAL NUT ON 1/2 DE BOLT. - 1/2 X 1 1/4 A325T/ 1/2 HVHX NUT - TYP. SEE BSOZA4 1/2 X 2 3/16 A449 DE BOLT - TYP SEE SS02AA NOTE - FOR NON -LAPPED GIRT CONNECTIONS (2) OF THE APPROPRIATE A32ST BOLTS MUST BE USED. (325T/ A449 DE - TYP BYPASS LAPPED GIRT CONNECTION TO COLUMN WF02R BYPASS GIRT TO COLUMN CONNECTION LAPPED GIRTS ONLY WF10R BYPASS GIRT TO COLUMN CONNECTION LAPPED GIRTS ONLY WF10RA BYPASS GIRT WF58R AA STEP ONE AA STEP TWO AA AA ENOWALL (2) 1/2 X 1 %4 A325T/ 1/2 HVHX NUT OR AS M OPTION (I) 1/2 X 11/z/H UX ZNUT AND (1) 1/2X2 3/16 A449 DE - TYP MAY VARY SEE BSOIM X 1 1/4 M25T/ HVHX NUT CUP BYPASS CHANNEL ENDWALL INTERIOR COLUMN WF60R AA suXlr H¢cNnnn: fA1e9S9gJ1D �TR.ApfD W 112 PN6Vi v¢cMl fltl�IRS itW ALL Jl1S. 1/2 X 1 1/4 A325T/ HVHNUT WITH (2)1/2 Hff WASHERS (ONE UNDER THE BOLT HEAD MO ONE UNDER THE NUT) FRAME 1/2 X PURUN / ORT I FRAME BRACE FS-_ BOTH SIDES IF REQUIRED BY DESGN AS NOTED ON THE BUILDING ERECTON DRAWINGS OR COLUMN FRAME BRACE BR17 FOR BYPASS PURUNS / GIRTS I AA ENGRDATE IORAvmRc SUBMmAL SCALE: NONE DATE /12 CMc 04/13/12 STATUSHARBOUR RIDGE PROPERTY OWNERS AS [-I I FOR CONSTRUCTION DRAWN Br: JET 04/03/12 12600 NW HARBOUR RIDGE BLVD. [ ] FOR PERIUTAPPRL CL1EC10=D BY: TJ 04/04/12 PALM CY, FL [ ]FOR PEPoIIf ONLY [ ] FOR PRELII jDEsGN APPD ETY-.1 CMc 04/04/12 RICHARD K. DAMS CONSTRUC 11645101 SED-005I---I NOTE: FIELD WELDING REOUIREO, SEE DEFAIL ENFWA— WELD ANGLE BRACE TO THE TOP FLANGE OF THE RAFTER OR FIELD DWLL 9/16'0 ' HOlE 1�2104A 25TMBOOLTT ifAND 1/2 CONNH O( NUECT T 1/8 PORTAL FRAAIE BRACE PFB— ATTACH PFB TO COLUMN STIFFENER USING (1) 3/4 X 2 /32ST/'3/4'HVHX-Ma (SEE BEINL 81122AAA) RGID FRAME OU SIDE RIGID FRAME WELD ANGLE B E TO THE TOP FANGE OF THE RAFTER OR REM BRILL 9/16.0 HOLE 1 1/4" FROM WEB AND CONNECT'MTH 1/2'0 A325T BOLT with 1/2 HVHX NUT PORTAL FRAME BRACE PFB_ FELD BEND PFB— FRAME BRACE END TABS AT STIFFENER ANDRAFTERCONNECTIONS S IFFFNER ATTACH PF—'TO CIIFFF,,FR MIN,. t1lMN NIr PORTAL FRAME COLUMN J 11 IL I I PORTAL COLUMN— PORTAL [ PORTAL FRAME KNEE FRAME BRACE �}t �V BR22 PORTAL FRAME. KNEE BRACE AT RAF AA CONNECTION FROM PORTAL STIFFENER TO RAFTER TOP 5/iEtt PIEWI�IXC luna016 91a1¢e AlWA15 A�JR CIPFS WSN YlN01IIW PINFIS � Y LONGSPAN III PANELS SHOWN, ARCHITECTURAL III AND y MULTI RIB SIMILAR TARP OR PLASTIC COVER USE SPACERS BER4'EQJ BUNGLES — Y Z y BLOCK ABOVE GROUND �• TIE DOWN - PANEL STORAGE - GE51 LONG SPAN III; ARCHITECTURAL III, AND MULTI —RIB PANELS I AA RIGID MVLWUNP 1. 1— 1 Uric jm NAIt I PNAMINM su6MNIAL 5paj I, I NONE DATE 1 RENSED FOR CONSTRUCIION JEF NM 04/04/12 MCI 04/13/12 STA1O5 HARBOUR RIDGE PROPERTY OWNERS AS - - - - [•) FOR COFsm C,Al DMWN BY: Al w/Oi/1z 12600 NW HARBOUR RIDGE BLVD. - () FOR AaPRwAL [ ] FOR PBRA AL, arta® Ern TJ o4/aa/t2 PALM CY; FL AMERICAN BUILDINGS COMPANY - [ ] FOR PTELWAM' nmcri APPo En: CMC 1 04/04/12 RICHARD K. DAMS CONSTRUC REv.No. CAD BY.TJ 04 03 12 06:55:04 Va. IRA NUMBER' 11645101 SED-006 T WALL THINGS TO REMEMBER 1. THINK SAFETY. 2. CARE FOR PANELS IN ACCORDANCE WITH ERECTION GUIDE 3. ALIGN GIRT. 4. PLUMS FIRST AND EVERY PANEL 5. CHECK COVERAGE ON EVERY PANEL 6. FOLLOW SCREW ATTACHMENT SEQUENCE TRAILING TO LEADING. TOP TO BOTTOM. 7. DO NOT EXCEED INSULATION THICKNESS (4' MAX.). S. DO NOT 'RATCHET' OR OVERTIGHTEN WALL PANEL SCREWS. THIS WILL CAUSE 'DIMPLING'. S. USE THE FLAT OF THE LONGSPAN PANEL TO APPLY PRESSURE WHEN INSTALLING. (SEE EXAMPLE) 10. OD NOT USE ABRASIVE SAWS OR OTHER CUTTING TOOLS WHICH PRODUCE HOT METAL PARTICLES OR BURNED EDGES THESE METHODS WALL DAMAGE THE PANIM AND GALVA.UME FINISH AND WILL VC ANY WARRANTIES. USE DOUBLE CUT SHEARS. NIBBLERS OR OTHER CUTTING DEMCES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. WALL MAN BASE FASTENER (BY OTHERS) I/4'0 CONCRETE ANCHOR 3-0' O.C. BASE ANGLE I 1 1/2'i OVERHANG BA-20 GRADE _2' .• SECTION AT BASE :ANGLE. _... BA02: ARCHITECTURAL III, ARCHITECTURAL V RIB OR LONG SPAN III WALLS AB T T GUTTER CUP COVE (REQUIRED AT PANTED ROOFS .ONG DASHED LINE GUTTER CL PLACED IN MT OF PA GU ALONG SOLD LINE T SAVE COVER FVSHING TFOS_ • DOWNSPOUT ELBOW FOE-2 • DOWNSPOUT (TIP MS-14. DOWNSPOUT CUP FDC-2 BOND RIVET1/8 fTYf'.1 DOWNSPOUT ELBOW FOE-2 PANEL INSTALLATION NOTES GE04 DOWNSPOUT. OUTLET DETAIL GTO1 DOWNSPOUI LONGSPAN WALL PANELS AB AA FLANGE BACK DOWNSPOUT FDS-14.4 GTS 1/8 TUBE BOND RIVET (6) 1/8 RIVET EAVE DOWNSPOUTS DOWNSPOUT CUPS (FDC-2) 10' 1 PC. FOS-14.4 & 3 PC. ME-2 2 12' 1 PC. FDS-14.4 & 3 PC. FOE-2 2 14' 1 PC. MS-14.4 & 3 PC. ME-2 - 3 16' 1 PC. FDS-14.4 & 3 PC. FOE-2 3 IS- 1 1 2 PC. MS-14.4 & 3 PC. FOE-2 4 20' 1 12 PC. MS-14.4 & 3 PC.. FOE-2 4 -22' 1 1 2 PC. MS-14.4 & 3 PC. ME-2 4 24' 2 PC. MS-14.4 & 3 PC. ME-2 5 26' 2 PC. MS-14.4 & 3 PC. ME-2 5 28' 2 PC. MS-14.4 & 3. PC. ME-2 6 PC. FDS-14.4.& 3 PC. ME-2 6 32' 2 1 2 FC. FOS-14.4 & 3 PC. FOE-2 8 34' 2 1 2 FC. FOS-14.4 & 3 PC. EDE-2 I 7 36' 2 1 2 K. MS-14.4 & 3 PC. FDE-2 7 38 3 FC. FDS-14.4 & 3 PC. FOE-2 B M' 3 PC. FGS-14.4 & 3 PC. FDE-2 B (12 '0UJ(2) 1/4GUSEAL CH LAP GTS GUTTER LAP BLIND RIVET 112 REO'D. PER LAP) 1/8 RIVET SCREW TRIM EAVE SFLASHINGPPORT FLASHING TFSE(T ' STRUCTURAL FASTENER(S) EAVE STRUT [d•RH11JaLR[d� FlNISHED FLOOR TYP. � .- • FIELD CUT TO REQUIRED LENGTHS GUTTER DOWNSPOUT CLIP FDC-2 6'-0" O.C.MAX. BOND R 8 RUCTURAL FASTENER(S) 2X1 1/4 SDHHT4 OR a 1/2 SDHHT5 COLUMN FLANGE SECTION THROUGH DOWNSPOUT AT OPEN SIDEWALL GT03 AO ' RIVET LOCATIONS AT DOWNSPOUT LAP OR ELBOW GTO4 DOWNSPOUT SCHEDULE AT OPEN SIDEWALL GT06 FASTENERS AT GUTTER LAP AND ENDCAP GUTTER LAP AND GUTTER ENDCAP FASTENER DETAIL GT07 AA AO AA NO.1 REVISIONS MADEICK'01 DATE JENCRI DATE INO.1 REVISIONS IMADEICICDI DATE JENCRI MATE DRAWMG SUBMRTAL AT15 SCALE: NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RIOHARD K. DAVIS CONSCRUCRAWING.11645101 AMERICAN BUILDINGS COMPANY 1 REVISED FOR CONSTRUCTION 3EF NTK - a�nsm6 ON ERIIT �Y tY DRAwN Bl'' JEF 04/03/12 ld 7MRIEUMNARY C1IECKEO BY• Ta o4/04/12 oEsww APPD IT: ac o4/ot/1z SED-007T.I NUMBER' 1 I I I 04 03 t2 06:55:05 'ver. Sat GUTTER CUP COVER TRIM TCGC _________________ (REQUIRED AT PANTED ROOFS OM"Y) STANDARD GUTTER 4 TCTt� �• �'o BASE ANGLE, I LONGSPAN PANEL OYP.) GABLE ANGGFOR CAP FLASHING WALL STITCH FASTENER(5)) WALL MAIN FASTENER(S) (SEE NOTE 2) C". AT SIOELAPS, SEE NOTE 21 SEE NOTE 1) 'A' • FCP-1 - 14 % 3/ DETAIL 12% 1 1/4 2'-0' O.C. CALLY 1'-0 O.C. DETAIL 'A' GUTTER CUP GUTTER CUP COVER TRIM CGB- TCGC �•.� (REQUIRED AT PAINTED ROOFS ONLY) `\ NOTE `�' G�ESGCUA 1. OUTSIDE CLOSURE.#: • L I - GUTTER . CLIP .. ._. REQUIRED FOR BLGG. SLOPES.1 1/2 : 12 OR CGS_* LESS. > GUTTER EN IX:AR 2. CAP FLASHING REO'0. FOR BUDG.AND tESl/2 NOTE: 1, WALL FASTENER(5) REQUIRED AT SIOEWALL FASTENER(S)R HACK GUTTER GE-7 : 12 (SEE OUTSIDE GREATER THAN L) GS) E BASE ANGLE, LAVE TTGF_ SIRUP ANDDW GABLE 'ANGLE FASTENER LAYOUT SHOWN ALSO APPLIES FOR LNER AND PARTITION k PLACED IN FLAT OF PANEL PANELS. GUTTER ENOCAP ENSURE ATTACHMENT OF SCREW THROUGH EAVE SUPPORT TRIM. 2. PANEL STITCH FASTEN'0. ER(S) AS SHOWN REO -i ONLY AT PANEL SIDELAPS-OR AT FLASHING LAPS AND FLASHING TO PANEL CONNECTIONS. GUTTER CLIP PLACEMENT -DETAIL _ GT18A PANEL,CLOSURE. DETAIL AT RAKE _ _RA01 FASTENER LAYOUT 1 WC05 AA ARCHITECTURAL III, ARCHITECTURAL V RIB OR LONG SPAN III WALLS AB LONGSPAN WALLS AS GOOD ALIGNMENT OF THE FASTENERS WILL GIVE A PROFESSIONAL APPEARANCE OF SHEET INSTALLATION. THIS CAN BE ACCOMPLISHED BY PRE-DRILLNG HOLES INMESHEETS AT IDENTICAL LOCATIONS. UP TO 15 SHEETS CAN BE STACKED TOGETHER AND DRILLED USING A TEMPLATE SHEET. USE 1//8' OR'5/32' DIAMETER DRILL BIT FOR SHEET TO WOOD BLOCKING STRUCTURAL FASTENER6. AND A 1/4' DIAMETER BIT FOR ME SIDELAP CLEARANCE HOLES. (BY OTHERS) 30.48 cm O.C. CLEAN METAL FlUNGS OFF PANEL SURFACES AFTER DRILLING TOAVOID RUST STAINS. I THE TEMPLATE SHEET SHOULD BELAIDOUT IN ACCORDANCE WITH THE. BUILDING ERECTION EAW STRUT WE FLASHING i DRAWINGS. SINCE PRE-DRIWNG WILL 'HAND' THE SHEETS IT IS NECESSARY TO SELECT THE END OF THE BUILDING FROM WHICH THE SHEETING IS TO BEGIN. PRIOR TO DRILLING THE - EAW CLOSURE FLASHING NOTE TEMPLATE SHEET IT BE CHECKED FOR MILE LOCATIONS THE EL!I AS I BUILDING FRAMEWORKHO BE SURE THERE IS NO SAG INTHE➢H PUTT S-OR GIRTS� FASTENER(S) REQUIREDMATACORNE S. pWpA1 3/ U%OC4 OPEN WP1L 7) AT PANEL RIBS " PRE -DRILLED TEMPLATE SHEEP LAVE SUPPORT WALL TRIM FASTENER(S) FLASHING 81 O. J/C. I OUTSIDE CLOSURE i 0. AT PANEL RIBS 60.96 em O.C. GIRT LINE OR sum Raewnrn: (SEE SECTION AT EAYE) I STRUCTURAL LINE uun ct.A mw. AWXP4➢ [n Immrnwv x¢R ovvulu¢ °�.° {) 0i D£CIWL 55EV QIXS RA01 PB i NOTE GABLE MEMBER ' SEE FASTENER LAYOUT WCOS/AR ; STACKED EETS TO IRT (SEE NOTE 5) 'J' FLASHING. WALL MAIN FASTENERS) WALL PANEL 13E DRILLED FJ15-LENGTH /12%1 1/4 WALL TRIM FASTENERS) 1'-0' O.C. S14 % 3/4 2'-0' D.C. AT PANEL SIOELAPS - KEEP ENDS OF PANELS ALIGNED PRE -DRILLING FOR FASTENER LOCATIONS WCOS CORNER FLASHING DETAIL (OUTSIDE) AT OPEN WALL TRANSITION WC21B LONGSPAN III WALL PANELS - - - - - AB LONG SPAN 10 WALLS - AB FASTENER(S) / NO NO BACKLAPPING THE PANELS 1' OR 2` IS ROUTINELY DONE TO MATCH PANEL COVERAGE WITH THE. _ O.C. BUILDING WIDTH AND LENGTH. ON THE SIDEWALL THIS IS DONE WITH THE LAST PANEL INSTALLED. ON THE ENOWAU. THIS IS DONE AT THE RIDGE AND WILL BE MARKED ON THE ERECTION DRAWINGS. RIoo W E ANGLE BA-20 GENERAL NOTES: U'J XOf SIFP, SR OR CYVB IX1 WµL TO TNT swlls FMM6 m AIIEIff m Tws RIFGWIIM wr RFwLr N • 1. CROWD OR STRETCH PANELS SLIGHTLY AS SFraous °NUAr NECE!ISARY TO MAINTAIN 3'-0' COVERAGE PER PANEL 2. PANELS MUST BE INSTALLED SQUARE WITH 0 BUILDING FRAME ' 3. PANEL SIDELAPS STITCHED 2'-0' ON CENTER WITH 114 WALL FASTENERS. LONGSPAN HI PANELS 4. USE TOUCH UP PAW WITH AN ARTIST TYPE BRUSH. DO NOT USE AEROSOL TYPE PAW FOR TOUCH UP.0 _ - 5. GIRTS ARE TO BE BLOCKED TO MAINTAIN VERTICAL CORNER FLASHING BASE ANGLE CORNER GIRT FLANGES. FAILURE TO MAINTAIN VERTICAL GIRT FCR-LENGTH NOTE FBC-1 FLANGES WILL CAUSE DIMPLING OF PANELS AT ENCWALL PANELS SHOWN, SIDEWALLS PANELS SIMILAR SCREW LOCATIONS. LONG SPAN III SHOWN, ARHITECTURAL III k ARCHITECTURAL V RIB SIMILAR. PANEL BACKLAPPING WC75 TYPICAL CORNER DETAIL AT PANELS WC20 LONG SPAN 61 WALL PANELS AS ARCHITECTURAL III, ARCHITECTURAL V RIB OR LONG SPAN III WALLS AS NO. REVLSIOS I MADE CK 0 I DATE JENCRI DATE I NO.1 RENSIONS IMADEICX*D1 DATE JENGRI DATE I DRAWING SUBMITTAL �T" I SCALE: NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC . AMERICAN BUILDINGS COMPANY 1 REVISED FOR CONSTRUCTION JEF WK 04/04/12 CMC 04/13/12 [•1 FOR QONSITNC110N APPMIT O [ 1 FCR PETaD arex L I FOR 1'f✓EUMI NARY DRAWN BY: JEF 04/03/12 CHECI�O Bf: T. 04/04/12 DESIGN APPD sIC I CMc O4/04/12 DRAWING, 11645101 SED-008 REVNO. CAD BY: T] 04 03 12 06:55:06 Va. 3B1 NUMBER' 1 WALL FASTENERS rm mF CA1w slm 1RY IffM FAShNkA NIIgIR MA91FA WfU HIL Iq. jI3IN 1/1 9b1 gy pIP51T MESd1EN dJ9fi MNx DJDM1S. EiG MISCELLANEOUS FASTENERS DETf�Otl 1/e• alrm ILVET uuuK xp 1/e I6VET Fl/9@K IA�S AVD f1A9UN6 10 PANT WNtSCIlON6 SPECIAL CONDITION FASTENERS 1>�w Hz x + 1/f Tau F NIII1W6 W®DX sIEIl fY]t IYID FA WTf p NMf lx 1l%1 111//44 SDbITV M ND REGWAIFN M0.WN6 I/41 If pl .WD TIP TO A44T FIG➢ 9MICNNIL ATDtlIYpIS. n[vnmJ132 X 1 1/4 3/16 dWEIFR W4£f K11H fA9Gli ffi . Y 4]F gdWXO cr II. T... KR HIM X%NX Xp AN 1 11Y X 1 IAl 1a6 FASIFNFA MIT, P•z' Sai I. LWB]X SIF4 M] XV➢ WfM K. JIUI 1/4 SNxN lw ��T{�• FAslamv vmtMT 1vAaYA - 5 Alum i/ sa£T ro sraucN0.V. pTv¢eXaxs sm¢Mxr smam wrinrcfloxs — xD. /tut 1/a smaTis 6EvsTTRNS ME AV CT[ G4115. EIYE SIT (61FII 1X%]O6.$S EIGAIFA TVH 1/4• ' AW W RI NID PYLOX4 1/]'J Fl6U' SIxYCTIP/L ATTH]da1I5 93F WOLI➢:6 Cp➢R Y%RHM6 xIX 1NI0 41F AwW6 CNafi"M SIFfl. XIX IESf.�PL@I FASTENER Ix1110EME � 1ffAp-FASTEHatWARM W9¢A /f0 Y 1 1 /2 YMIX N0. 114M/4 S41X XMI( ND. /10%1/3 ST01 SpF 2WHNE CA®M SIFEL q]I 1GIJ •T, -�^ FASIAv iItMIF1 N45xkN Am�f Fm PI SImA C FIA9IMG TO N - 'AY6P! UNB YWICN$ NNb 'TD' /1P11 1/1 STKK'Y m AKE,V6. P6x6 CTXWmw .W0 LINEN SNFEi iO 51@E( W1PIElTMS PAM15 RI Y9CD SR6ICILP2 -(1/f' xIX XF1D SDP! PEWdE11) NOTE: ALL HEX HEAD SIZES SHALL REQUIRE A 5/16' HEX SOCKET UNLESS NOTED. BASIC PARTS AND PIECES LONGSPM. WALLS - AB CLAMP AND WOOD BLOCKING BUILDING STRUCTURAL _ BUILDING STRUCTURAL GUNE NG STRUCTURAL PRIOR TO WALL SHEETING ALIGN WALL GIRTS AS SHOWN IN GE03/AA BY OTHERS (SUGGESTED) UNE (GIF(f LINE) NNE (GIRT LINE) GIRT LINE)1 2' INSULAPANELPON'(BYOTHERS) IF REQUIRED, SHOULD BE INSTALLED PRIOR TO THE AND FASTENERS) CHTECTURAL RO RESSES ALONG -THE WALL;NUEDIN THE SANE MANNER M SHEETING WOOD BLOCKING RIB PANEL INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND ALGN. THEPANEL RIB WITH THE STRUCURALOR GIRT UNE AS SHOWN. T IS t)RRE IaYY USE A SPIRIT LLONG SPAN WALL MAIN FASTENER 5 ILEVEL OR TRANSIT ON EACH PANEI_T IS RECOMMENDED THAT A SMALL 2 I' () ARCHITECTURAL L WEDGE/SPACER BE PLACED UNDER THE PANEL AT ME BASE ANGLE... APPLY FASTENER 1 �III(G PANEL` �.12X1 1/4 PANEL WA�-L MAIN. FASTENER(S) THE WALL PANEL OVER THE INSULATION AND INSTALL WALL FASTENERS -AT. ALI SEQUENCE RtPTION ¢ MAIOR RIB OVERLAPPING RIB 1 -0 O.C. 812X1. 1/4 STRUCTURAL WALL MEMBERS BEGINNING WITH ME TOP MOST ATTACHMENT AND BIR PROCEEDING DOWNWARD (SEE SUGGESTED NUMERICAL FASTENER SEQUENCE). REMOVE. THE WEDGE/SPACER BEFORE ATTACHING PANEL AT BASE ANGLE. M NOT ERECT PANEL BY ATTACIIING AT BOTH FNn.% TO THE MIDDLE OF 1 suEn PfdCWINN: ARCH. Y' RIB PANEL ME PANE THIS R WORKING X, Ka SIFP. srt on ane MP. U.N.) - w ww. aNls w Mw 6..I1 - ,gTlos FPx TO w LONG SPAN PANEL BEARING RIB BEARING RIB INSTALL THE NEXT PANEL BY SIDELAPPING THE RIB WITH THE FIRST PANEL (AS r0saa A saaus rtwxv.PANELOVERLAPPING -- SHOWN). CHECK FOR PLUMBNESS AND FASTEN THIS PANEL IN THE SAME S 2—� l R16 OVIItIAPNNG RIB MANNER AS THE FIRST PANEL CONTINUE TO SHEET THE WALL USING WALL 4 I J/ \/ (T1P. U.N:)� ' I PROCEDURE. CUT PANELS AT DOORS, WINDOWS, LOUVERS AND OTHER'WPLL BEARNG OVERAPPING RIB III II OPENINGS AS REQUIRED. I i RIB E0. E0. EO EQ. EQ EQ. ¢ ¢ ¢ SHEETING CAN USUALLY BE STARTED FROM EITHER ENO OF THE BUILDING AND 1 /8'o ROLE CONTINUED ETHER IN THE DIRECTION OF LEFT TO RIGHT OR RIGHT TO LEFT 1/8.0 HOLE 1/8.0 HOLE M SHOWN. HOWEVER BY APPLYING THE SHEETS TOWARD THE DIRECTION OF LONG SPAN III PANEL LW AND THE PREVAILING' VIEW, THE OVERLAP LINE AT THE SIDELAP OF EVERY PANEL I•x BLANKET INSULATION PRE -DRILLED HOLE DUAL ARCHITECTURAL PANEL LAP AND ARCHIIECTURAE. V RIB PANEL LAP WILL BE LESS VISTBLE. THE SAME PRINCIPLE CAN BE APPLIED WHERE HEAVY (BY OTHERS) PRE -DRILLED MILE DUAL AND PRE -DRILLED HOLE DETAIL PREVNUNG WANDS OCCUR BY PLACING THE LAPPED EDGE ON THE _LEEWARD LONG SPAN III PANEL SHOWN, SIDE (DOWNWMD SIDE) OF THE PANEL .RIB. ARCHMULTI RIB SIMILAR TECTURPL III BBOwN, WALL PANEL INSTALLATION WC64 9 LONG SPAN III, ''V' RI IdP, h PRE-ORIWN I L INSURE AL RIB FOR SRE SCREWS. '6 ARCH(IECTURPL V RIB PANELS SIMILAR NO SHOWN WILL INSURE ALL SCREWS ME ALIGNED: - NOTE TO AVOID DIMPLING DO NOT OVER TORQUE LONG SPAN III, ARCHITECTURAL III, ARCHITECTURAL Y RIB, OR MULTI -RIB WALL PANELS _'AB SCREWS. - ROOF PANEL BUNDLE .SPREADER BAR ROOF AND WALL PANELS (LOCATE OVER RIGID FRAME) ROOF AND WALL PANELS INCLUDING COLOR COATED. ALUMINUM COATED AND GALVANIZED, PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL UNLOADING AND ERECTION PERSONNEL SHOULD FULLY UNDERSTMD'THAT THESE PANELS ME QUALITY MERCHANDISE WHICH MERIT CAUTIOUS _ _ CAME IN HANDLING. - _ - - - - UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF SHEETS SHOULD BE URS TO .�O�FaT au9M u0.�6w� _ --- ENDS �OF ME SD OFF HEETS OR TE TRUCK O SDEERIBS. THEME EE PACKAGESE TAKEN SHOUM BE STO ENSURE TORED NO DAMAGE THE GROUND SUFFICIENTLY HIGH ENOUGH TO ALLOW AR CIRCULATION UNDERNEATH ME PACKAGES. THIS AVOIDS DUAL 'A' GROUND MOISTURE AND DETERS PEOPLE FROM WALKING ON THE PACKAGES. ONE END OF THE PM%AFd RIGID FRAME _ I 1 PURUNS BLOCKING ��yll"1111— QO PREVENT G RUNS OVER PACKAGE FROM ROWNT OVER UNDER WEIGHT OF PANEL PACKAGE.) PURNN JI1 it lLd l 'A' RAFTER TO FACILTATE THE HANDLING OF THE ROOF PANELS, PANEL BUNDLES CAN BE LIFTED AND PLACED ON THE ROOF IF LOCATED AT A RIGID FRAME AND WITH BLOCKING IN PLACE TO PREVENT THE PURUNS FROM ROWING OVER. 00 NOT SLIDE BUNDLED PANELS ALONG. ROOF FRAMING. WHEN LIFTING BUNDLED SHEETS, MAKE CERTAIN THAT THE BUNDLE IS ADEQUATELY SUPPORTED. AS A RULE WHEN UFONG, NO MORE THAN 1/3 OF THE LENGTH OF THE PANEL SHOULD BE LEFT UNSUPPORTED:_ REFER TO ERECT IN DRAWINGS FOR THE ROOF PANEL MARKINGS AND STAGE BUNDLES ACCORDINGLY. THIS WILL MINIMIZE PANEL HMOUNG AND SPEED THE ERECTION PROCEDURE. .PANEL STORAGE ON ROOF RC54. IP AA WHEN HANOUNG OR UNCRATING THE PANELS, LEFT, RATHER THAN SURE, THEN MMT. BURRING EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ME SLID OWE! ONE ANOTHER. NEVER ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. ROUGH AND IMPROPERHANDLING OFPANELSISANEXCUSABLE-AND APRIME EXAMPLE OFPOORJOB SUPERVISION. CAUTION: PANELS ME SLIPPERY. OIL OR WAX THAT HAS BEEN USED ON THE ROOF AND WALL PANELS FOR PROTECTION AGAINST WEATHER DAMAGE WILL MAKE THEM A VERY SLIPPERY WALKING SURFACE WIPE DRY ANY OIL THAT HAS PUDDLED FROM BUNDLES STORED ON A SLOPE DEW, FROST OR OTHER FORMS OF MOISTURE GRM)IL INCREME THE_SNPPERINESS OF THE PANELS. PANEL STORAGE NOTES- 1 RC95 AA I:UUIF vlY•IN SCALE:I NONE FOR CONSTRUCTION I DRAWN BY:j JEF FOR APPROVAL CHECIQ.D B'T: - TJ MR PERMIT OMY FOR PREUMINMY DESIGN ARPD BY: DATE HARBOUR RIDGE PROPERTY OWNERS AS T/03/1212600 NW HARBOUR RIDGE BLVD. y04/12 PALM CY, FL H/04/12RICHARD K. DAVIS CONSTRUC 11645101 SED-009 GU CUP IN CLOSURE 1 J_ F HING FSJ1-LENGTH I N C P N OF SCREW UPP UPPORT TRIM END ACEEUNDER CUP) I LENN GTH 1F PANEL E SUPPORT TRIM E E STRUT IGNAL FASTENER (A) T BE ROOF PANEL -ROOF FASTENER (A) -ROOF FASTENER (B) - LONG SPAN .III L3P #14 X 3 4- 1 #12 X 1 Y 4- LOC. SEW (LOC) 1 #14 X V #14 X I - STANDING SEAM (S2P, 53P) 1'#14 X 1- -- #14 X 1' - CAULK BOTH SIDES OF CLOSURE EAVE SUPPORT FASTENER SDHH STANDARD_ GUTTER DETAIL AT OPEN, SIDEWALL -._ UO1- INSIDE CLOSURE. CAULKING_. DETAIL _. EAO1 EAVE SUPPORT FLASHING .ATTACHMENT 910.1 AG LONG SPAN III SHOWN - ARCHITECIURAI. AND V RIB TYPICAL BAARCHITECTURAL III, ARCHITECURAL Y RIB OR LONG SPAN III WALL PANELS AA ALL ROOF PANFLS NOTE: REVIEW SAVE TRIM DETAILS IF FLANGE BACK GUTTER IS TO BE -) Vp LOSCCKTION OED AS MIS F DIE OMASDC, GES THE 4 I/Y 1/4'y I/Y ♦ wIX FASIdFSS.. SPAN III PANEL ROOF TRIM FASTENER (9)PER PANEL J - • TAPE MASTIC 114 X 3/4 EAVE CLOSURE FVSHING EAVE SUPPORT FLASHING NOT' INSIDE CLOSURES OMITTED FOR CLARITY. FAVE mtfT FASTENER INSTALLATION AT EAVE EA26 LONG SPAN III ROOF - -- - - - BA ncvuiuna I nu. HLVISIUIY] Awe '. I u 't, 1-1 L It I ORAWING SUBMITTAL I$GA(.E� NONE DATE 1 REVISED FOR CONSTRUCTION - - JEF NIX 04/04/12 CMC 04/13/12 ST" HP,RBOUR RIDGE PROPERTY OWNERS AS - - - - - - C 3 FOR coNsm mom 12600 NW HARBOUR RIDGE BLVD, C ]FOR APPRPML PERMIT ONLYFOR -PALM m w CY, FL AMFOR PflET110NAR1' WC RICHARD K. DAMS CONSTRUC DRAWING. CAD BY: TJ 04 03/12- OB:1as:OT Vn. 38.1 NUMBER' 11645101 SED-010 T - 9iunIMo tum �N+mc S+�Y - TAPE MASTIC (CONTINUOUS 'PIGTAIL' MASTIC TO JOIN srtmwlx. YNMA'N e,m wUwr INSUUBON 1 1/2•¢•� �AT PANEL SIOELAPS) CONTINUOUS SEALING RUN OF CA, APPPgElf w (01' OTHERS) - 1/2 TM ROOF FASTENER(5) MASTIC UNDER RAKE FLASHING WE MASTIC tE ASHING ,t `TS STRUCTURAL FASTENER(S) 1/2 TM - PANEL MAJOR RIB i @00%TRIIA4 SDA RFNER(S) a (NOTE MASTIC LOGPON) INSULATION (BEARING RIB) (SEE DETAIL RC35MA) J (BY OTHERS) \ LONG SPAN 111 FIELD CUT PANEL "::..:. TAPE MASTIC. -. .BACKUP FL OF BACKUPFVSHING 1/2 TN SAVE CLOSURE. FVSHINGPANEL ,y FEB-10.0 (NOTE Mp$TIC LOCATION) TFOS_FASTENERS) ' TAPE MASTIC 3/4 TMEAVE CLOSURE FLASHING _ - MASTIC IXIENSION EAVE. SUPPORT BLIND RNET(S).ASTENER(S) EAVESUPPOFLASHING 1/8 RNET &HINDINSIDE CLOSURE J; FLASHING :. .SAVE STRUT EAVE CLOSURE FLASHING ^. .. RAKE FLASHING FSJ'J*, FLASHING TR1-15.2 / BOND RIVET(5) - TAPE MASTIC (CON➢NOUS TOP / AND UNDERN iH INSIDE I" CLOSURE) - 1/4b URETHANE CAULK PRIOR TO THE INSTALLATION OF THE FIRST ROOF PANEL THE SIDEWALL FLASHING AND ENOWALL CLOSURE) UR FLASHING/SHEETING SHOULD HAVE BEEN CCMPLEIED AND THE ROOF INSULATION STATED: STARE MASTIC LOCATION AT THE FAVE IS CRITICAL TO ENSURE A us A LINE OF 3/4' X 3/16' TAPE MASTIC DOWN THE EAVES AS SHOWN ABOVE: LEAVE THE PAPER WEATHER TIGHT SEAL THE SIDELW MASTIC MUST EXTEND WALL MAIN FASTENER(5) EAVE STRUT BACKING ON THE TAPE UNTIL THE ft00F PANED IS READY TO BE SECURED. OUTSIDE CLOSURE .DOWN: FROM THE TOP OF THE RIB -TO THE MASTIC ON THE SAVE CLOSURE THE MASTIC EXTENSION MUST SPLICE `` �BUND RNEf INTO THE. SAVE MASTIC. 1/8 RNET V FLASHING MASTIC AND INSULATION APPLICATION AT EAVE. - EAZB. LEAVE_MASTIC DETAIL AT PANEL SIDELAP _..EA29 ..RAKE FLASHING _ FL02 LONG SPAN OT ROOF WITH OPEN. SIOEWALL - - - - BO LONG SPAN III ROOFS - - - BA LONG' SPAN III - - - BA NOTES 1. ROOF FLASHING LAPS SHALL BE SEALED WTIH 3/4 X 3/16 TAPE MASTIC. 2.. SELO CUT BACKUP FLASHING, FEB-10.0, AND REINFORCE FLASHING ENOLAPS. AS INDICATED ON THE. ERECTION DRAWINGS: - • FEB IS INTENOED`AS A'BACKEN PLATE TO PREVENT IAP SCREWS FROM. BACKING OUT. STOP AL. FEB SHORT (INBOARD) OF MASTIC, CLOSURES AND SUPPORT MEMBERS UNDER FLASHING. . FEB'-EXTENDED INTO THESE AREAS WILL INTERUPT THE GASKET.CREATED BY THE CONTINUOUS MASTIC .APPLICATION. ADJUST FIELD CUT FEBLENGTHS AS REQUIRED. 3. PREDRILL 1/4.0 HOLES AT UPPER AND LOWER FLASHING FOR 7114 FASTENERS. DO NOT PREDRILL BACKUP FLASHING. - 4. ALL FLASHING IAPS SHALL BE TWO INCHES. 5. VALLEY GUTTER LAPS SHALL BE.. SEALED: WITH 2 X. 3/16 TAPE MASRC MD SH,A L BE STITCHED WITH 114 ROOF FASTENERS TWO INCHES ON CENTER. QUANTITY WILL VARY-WHH GURER SIZE 6. FOR FLASHING LAPS NOT SHOWN, USE THE FOLLOWING AS A GUIDE; • TOP SIDES OF FLASHINGS THAT ARE EXPOSED TO ROOF CONDITIONS, USE /14 ROOF FASTENERS THREE INCHES ON CENTER THROUGH MASTIC, AND FIELD CUT FEB-10.0 (IF SPACE ALAW9). • ALL OTHER CONDITIONS. USE 1/8 INCH BLIND RNETS THREE INCHES ON CENTER. FLASHING. LAP GENERAL NOTES FLO6 ('STANDARD GUTTER AMA AA ROOF 8: WALL POETS TAPE MASTIC OMITTED FOR CIARIIY. 1/2 TN CAULK G5 RIDGE (2) 1/4'0 BENS GABLE ZEE RARE FLASHING GP ASHING CABLE ZEE Vi ROOF TRIM FASTENERS) 80G6-20.0 8' PURUNS STILUCNRAL FASTENER(S) 7l14.% 3/4 �.�WALL TRIM FASTENERS) 95G6-20.0 (9 i 2' PURUNS3 y12 X1 1/4 RARE SUPPORT FLASHING (5 REO'D.) 14 X 3/4 12Gfi-20.0 12 PURLINB) (2) PER FURUN f3 RE00.) RAKE DETAIL RA02 RAKE CAP INSTALLATION RA03 LONG SPAN III ROOF PANEL - BA LONG SPAN III ROOF W/DIE FORMED RIDGE - BA - ul na wwc v.0 w,c ..N It I UHAWIXG ISUSMRTAL I SCALE I NONE DATE 1 REMSED FOR CONSTRUCTION JEF M 04/04/12 CMC 04/13/1z sT"^'s HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. CY, FL RICHARD K. DAVIS CONSTRUC - AMERICAN BUILDINGS COMPANY - - - - - - 1. FOR coTslrsIICRON [ ] FOR APPROJAL [) FOR PERwtr araxPALM L ] MR PRFLMINM2Y Dm" BY: JEF 04/03/12 - CHECKED BY: TJ 04/04/12 DESmN APPO Br: CMC 04/04/12 DRAWING] NUMBER' 11645101 SED-011 T cAo BY: Ti 04 03 12 06:55.08 V>. 38.1 ROOF TRIM FASTEINER(S RARE FLASHING WE SUPPORT ANGLE - 1 1/4' NAIL - I - `` $14%3/4 RSA-1 BLAND GUTTER ENDCAP (3) REOUIREO iiRN.Aj" iRl vET 1/8 RIVET I RA<E ENDCAP T ROOF PANEL UNNERSAL RAKE TRIM .' ALIGN WITH PAVE SEAL T • RACE FLASHING TAI �t : ' �: ;. CORNER CAP BOX I .: ` r*�..:. �`�� TCB_L - ROOF MAIN FASTENER(S $12 %61 10/ 14 .:: .. APPLY URETHANE CAULK i .,4` r......... ALL AROUND �`.� ` I .' .. ^..ti...:: 1/40 BEAD. , (NOT TO PASS INROUGN PURUNJ GIS- GttrtER � TAPE MASTIC • .� 13/4 TN TAPE MASTIC Ut —li_ K 1/2 TN 0 BE URETHANE CAULK - `. a.......... `. `�� 1/4'O. BEAD SDND'RNEf- (12 REO'D. PER ____ ____________ _ 1 g RCPPI `� I RAKE SUPPORT FLASHING N ^ BUILDING, CORNER) '. BLIN(I'RNEf I BUILDING CORNER (SEE NOTES) (10 REO O. PER (SEE NOTES) SUP ANGLE CUP NOTES: CM BOX 1/8 CL-21 1. START. AND STOP GUTTER AND RAKE FLASHING I PURUN (1) PER PURUN AT BUILDING CORNERS AND ALIGN WITH OUTSIDE - EDGE OF WALL PANEL AT CORNERS. I GABLE 2EE WE ENDCAP 2. THE FIRST 10 FEET OF THE RAKE FROM THE CORNER -�- `� `. TREC__ ``. PART A' SHOULD BE TEMPORARILY ATTACHED TO ALLOW ADJUSTMENL TrAR STRUCTURAL FASIENER(S WALL PANEL NOT SHOWN RAKE EN _ WHEN INSTALLING THE. CORNER BOXES. PERMANEN UY ATTACH 4arts T01ET RAIAlIR W:IN. THE RARE AFTER CORNER BOXES ARE INSTALLED. mK = D1,L4 (2)i PER CL� 21 FOR CLARITY TTIEC_ PART V CORNER, CAP BOX INSTALLATION _ RA04W if .RAKE_. DETAIL ___. _.-. --_ _RA05. UNIVERSAL RAKE_ ENDCAP_ INSTALLATION LONG SPAN IA ROOFS (UNIVERSAL RAKE) AA 'EXPANDED NEW OF RARE CONNECTION /LONG SPAN III ROOF B({ LEFT HANDSHOWN- - - - - - 'AA ROOF STITCH FAST0,IM(S) ROOF MAN FASTENER(S) ROOF PANEL- T �$14 X 3 4. $12 X 1 1/4 SEE DETAIL A' C. MAJOR RIB q• 1 -fi' O (SEE NOTE? 1 -0' O.C. - ROOF MAIN FlSTNER(S) 1/4 ROOF STITCH FASTFJJER(5)) (TYP AT PANEL SIOEI #12 X 1 $14 X 3/ TYPICAL FASTENER LAYOUT AT INTERMEDIATE PURUNS O. 1'-6' O.Q. I. - -I - ROOF STITCH FfSTNER(S) MASTIC 114 X 3/4 - UPPER PANEL I v ALL AREAS ON ALUMINUM COATED PANELS THAT REOUIRE MASTIC SHOULD BE WIPEDCLEAN it WITH A MILD ALL PURPOSE DETERGENT CLEANER BEFORE MASTIC APPLICATION. 39DIE: 1'-6' O.C. (SEE NOTE) 1/2 'F I PANEL RUNS EXCEEDING 45 FEET IN LENGTH MUST BE MADE WITH TWO OR MORE PANELS. LOCATE 0'-6' O.C. FOR FIRST MASTIC - ROOF MAN FASTENER(S) : INSTALL A CONTINUOUS RUN OF MASTIC ALONG THE LENGTH OF THE ROOF WERE THE PANEL r. 5'-0" FROM -PAYE FOR ICE AND - SNOW CONDITIONS. DETAIL 'A' 1/2 TM' __ $12 X 1 1/4 r I ENOLMS OCCUR .AND ALSO ALONG THE LENGTH OF THE PANELS WHERE ALL SIDELAPS OCCUR AS SHOWN -IN THE DUAL AT LEFT. SECURE THE ENDLAPS WITH $12X1 1/4 ROOF FASTENERS (TV?. AT SIOEIAPS) it I I r I I AND THE PANEL SIDELAPS W$14 SWCH ROOF FASTENERS. ROOF MAN FASTENER(S) - I $12 X 1 1/4 ROOF PANEL - SEE DETAIL 'A' MAJOR RIB TAPE MASTIC - 1/2 TM I (CONTINUOUS ALONGC� _ r I PANELS AT SIOELAPS) r 'TAPE MASTIC TYPIR LOWER PANEL // r TM " -- - rNRNUOUS ALONG PPMELS AT SIDEI-APS) ROOF MAN FASTNER(S) 14 X 3/4 ROOF PANEL PURUN SHOWN, BAR JOIST SIMILAR i mr�slww we w vAx¢. .�irvnrs srtn ax rui I 9xSAQ w xoT sw tt� vAxOs JmN. HULv gamn SEE DETAL 'A' TONG SPAN III PANEL wlu FuipfJs MAJOR RIB W nOf SRl+af vurtY5 Lxl0. fVLLY gQMFD MN GASIFNE6 TYPICni FASTENER LAYOUT AT FAVF FASTENER LAYOUT.. RCOS ROOF PANEL ENDCAP RC06 EA � - -1 2 me PANEL LAP DETAIL. RC07 (OWINUOUS ALONG LONG SPAN IV ROOF - LONG SPAN III ROOF BA LONG SPAN III/MULTI-RIB - BA SA _ - _ ANELS AT SIDELAPS) ROOF MAN FASTENER(S) ,' _ _ _-.. _ _ _ _ .. _-ROOF MAN FASTENERS - ROOF MAN FASTENER(S). (TIP) O� ROOF SIRCH FASTENER(S) � OW. AT PANEL SIDELAPS) LONG SPAN III PANEL $I2%1 1/4 MASTIC LONG SPAN III PANEL S' MINIMUM II y 11 01 D.C.. 1'-0' .C, 1/2' TM "LR/RC4L' LONG SPAN III ROOF TRIM FASTENERS) INSULATION �E. OF RIB PANEL it (B) PER PANE. BEARING (BY OTHERS) r LONG SPAN III PANEL /14 X 3 4 RIB i OVERLAPPING IL ___ ------ ------ _-____------ RIB TAP MASTIC (COW.) iI 1/2 TM I� it i ROOF MAIN FtSTFNER(S) _ i I e I PURUN J GABLE 2EE • I A ENOWALL RAFTER � I `• a THE FIRST RUN OF PANELS IS NOW READY INSTAI.ED. BEGIN WITH THE PAVE PANEL INSTALL PURUN I THE FIRST. CAVE PANEL N O RIB EVEN WITH THE ENO OF THE CENTER LANE OF THE DING „ LONG SPAN III NOTED ERECTION PURUN THE PURUNS. UNLESS NOTED DIFFERENTLY ON THE BUILDING ERECTION DRAWINGS, EXTEND THE (CONT.) PANEL STRUT - -END 3' PAST THE (ALOWER LINE EXTENDED OUT FROG THE ROMOWT _ - 1%2 TM WILL WILL HELP KEEP THE LANE STWGW . UFT THE LOWER END OF THE PANEL ENOUGH TORENOVE THE THE EAVE TRIM PAPER BACKING FROM APPROXIMATELY 3 FEET OF THE MASIIC ALONG THE TOP OF THE INSIDE „ CLOSURE AT THE EAVE PUSH DOWNWARD ON THE PANEL AT THE -MASTIC LOCATION TO INSURE THE GABLE ZEE MASTIC, CLOSURE AND PANEL ADHQRE TO EACH OTHER AND FASTEN THE PANEL WITH ROOF 8OG6-20.0 (8' PURUNS) FASTENERS AS SHOWN. MASTIC DETAIL AT PANEL ENDLAPS AND SIDELAPS 1 RC08 NOTE: 9506-20.0 IS 1/2' PURUNS) FIRST PANEL INSTALLATION RC11 INSIDE- CLOSURE LOA 6-20.0 (12' PURUNS) LONG SPANINROOF PANELS _ BA NOT SHOWN FOR LONG SPAN III ROOF - - BA * CUM". SAVE STRIR -MADE N0. - REVISIONS MAUEICKDj DATE JENGRI DATE I N0. REVISIONS - CKD I GR DATE ORMING SUBMRTAL , STATUS SCAT: NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC AMERICAN BUILDINGS COMPANY 1 REVISED FOR CONSTRUCTION JEF NIK 04/04/12 MC 04/13/12 - - - - - [•] FOR CONSTRUCTOR [ ]FOR APPRWK FOR PBUJIT oNor [ ] FOR PRELA6NIRY DRAWN ffy:j JEF 04// /12 - - CHECKED BY: TJ O4/04/12 DESIGN APPO BY: CNC 04/04/12 DRAWING. NUMBER' _ - - N0• 11645101 SED-012 T con a T.. o4/a3 1z 0s N 36.1 NER(S) ROOF TRIM FASTENER(S) {p14X_ SDRF 3' O.C. GE DIE FORMED RIDGE INSTALLATION RIDGE DIE FORMED RIDGE PANELS ME TO BE INSTALLED M EACH SIDE OF THE ROOF IS SHEETED. DIE FORMED RIDGE ROOF MAIN FASTENERS) THIS WILL AID IN KEEPING BOTH SIDES OF THE ROOF ALGNED. AFTER HAVING INSTALLED A L30FR_ I (9) PER PANEL UPPER ROOF FLASHING TAPE MASTIC RUN OF PANELS ON EACH SIDE OF THE ROOF, APPLY MASTIC TO THE PANELS AS SHOWN 12X1 1/4 PIECE "B' 3/4 TM AT LEFT. SET DIE FORMED RIDGE. PANEL IN PUCE AND INSTALL TAP AND PURLIN FASTENERS. T / APPLY MASTIC &ONG THE TOP OF THE LEADING RIB TO PREPARE FOR THE NEAP SIDELAP. I I ('LOWER ROOF FLAMING / PIECE "A" TIC W III PANEL RUN FAS NER(S) TROOFXT31M4 I�HIGHSIDEEEEAHVEGFUSHING II ��1APETM STIC (CONT)) PANEL CLOSURE I��COE'M C I II PANEL CONFIGURATION) ` LONG SPAN III ROOF PANEL RIDGE FLASHING OR HIGH SIDE EAVE, ATTACHMENT RC35 LONG SPM III ROOF I -BA. OVERLAPPING RIB OUISIDE� (THIS RIB OVERLAPS PRET DING PANEL) ------ ` J BEARING LEGBEARING LEG (BEARING LEG GIVES ' SUPPORT TO SIDELAP) DETAIL 'ADETAIL 'R' DIE FORMED RIDGE SHOULD NOT BE USED ON BUILDINGS WITH ROOF PLANES GREATER THAN 75' WOE SVEIY PNFGMtic w NO PDECN ON Flbl YONLLII $xalft TRVWII a NOT wAVf NI u16EWIS0 WCG TD usE THE sNTsr mo vosr a PAWLS _ PRMUCINE FAFCMLI IEMXIaFS I M IELM SPAN I 5 RIDGE PURUN BACKUP FLASHING-� FEB-10.0 �FlELO CUT TO LENGTH LENGTH'REQUIREMENT -DETAIIS RIDGE/HIP; 'RC33J. RN E/HIGH SIOE EAVE FLOJ. HOLES MUST BE .DRILLED PRIOR TO APPLYING MASTIC. TEMPORARILY LW PIECE -'S' OVER PIECE 'A'. PRE -DRILL THE REQUIRED NUMBER OF 1/4.0 HOLES THROUGH BOTH 'A' & "B' PIECES OF ROOF FLASHING BUT NOT BACKUP FLAMING. SLIDE PIECE 'Bn BACK AND APPLY TAPE MASTIC AND BACKUP FLASHING ON PIECE 'A' AS SHOWN. LAP PIECE 'a' OVER PIECE 'A' BEING CAREFUL TO ALIGN HOLES. -INSTN ROOF FASTENERS AS SHOWN. CONTINUE PROCESS ALONG ROOF CONDITION. DIE FORMED .RIDGE, INSTALLATION RC30 - RIDGE. DETAIL RC31.:.. .I SECTION THROUGH ROOF .FLASHING LAP RC35A. LONG SPAN III ROOF PANELS BA I I LONG SPAN III. ROOF W/DIE FORMED RIDGE I BA i AA ROOF FASTENERS 12X tp fu x T +/a PW]IN4 3lF DNLLME XIX XEN STNIDNO ffIF Dfl¢LXC XEY VA4UA HFID FASIEIRR WTI 1/4 FASRN O. W 1 wA 1/4 TuAu xa. 1tDx+ +/{ soPo' TtAW( xo. /+nit V+ mwry eeFlKetpn ,. AffiIGlUR ' , WPIX .LID DE-FpdEO pxg1N A4D DIE-FOxN9'. PYlS CCNxFCINMS TIN.. FxIgSFD 9Po£! xID(1E fNPIDC110fO MOD E]'m¢D $IRET TD $m -ZNC coxxFTnvs. - TD mmm- c arwTcnas. AwuNw-axc Aunr-cattn flmFs um Awwulxtiu-znc wim'-calm ilooFs oxir. Nl Pt&-Rg91m fl0"32 il4 smw PIffLNY mF DPoM➢16 MIX nFID NNdf NQ %11{%S/f mnF e�lGanmr 0/e-P war E t/s'e T/16 DF .3 N raauaEa) µD Pµ6 9Dk3A CDMSCI.tll6. FlA9tlNG TO PA TO C@INECIICN$ MD DIpA FWD¢L To 91F£T TD SXEET CMUSCTOHS. HUIYNUY-2M NLDYKDARL RiDfS µD .VL fl2-C= XDU SPECIAL CONDITION FASTENERS TP2xt+/a 93F�fRLLAW CYdpw' sRv. 1&X Iffµ FASIEXFA.MIWIIF WA91pI Marx na /+a+ +/a mla d®YLAS GIffiE µ6E ATFMHUFM TO RYdMS K4 E SVM FAl£ fLSli ATVp1NENF. JESC®112 SO z t Va TFIG 1X SELF IMO CAO.bX 51EF1 MIX NFI➢ FASIFNEA 'itm W/91D( W mNMt uwX ra... /tvt r/4 mlvaa $IAOWAD SFIf WiCNp IIIX wA9LLli nEAD Ap$yA¶py FASTENER N111 WASNFA (5IE➢. 110CMIEffi EtOtNG 1WN 11 Gl uYvx na /tan/� mxxx mo w ro AND Inauoxc 1/40 eFPtx'dT� GAaE ANGIE ATrAowvR ro aw .iauis. 0/a9 i•vur E Vp aEARma xac �awr4D) DTI 1. N9 PµE1 90F1M CUWECIIBE M91P1D TD PAVFL QWNELTANS /NO T� EbO® 9YEI1a N. fdIDtECINY6 AWNMUY-aNc N1DY-Cb.1Fa IKKxS afRY. MISCEMAIIEOUS FASTENERS tl E t/e mlrm Po,£T twa no. +/a wvEr ItAtIm FL1901G LWS. INO FlI9UN6 ro PurtL rarmECNln¢ NOTE DON flECWNDIt SVETr PIECVON P PM NO! .A ON fl0 N W NDf SIFP ON PAYEES PN1FL ALWATS SIFP ql UXT MO. YN!¢D.WIX FIAT SUflFIIE FASRNFa EXAMPLE L P 24- 30.0 30'-0" IN LENGTH 24 GAGE (22; 24, 26, & 29 GAGE AVAILABLE) 24 ONG SPAN ERECTION OF THE LONG SPAN PANEL REQUIRES THAT THE PROPER DIRECTION OF ITS APPLICATION BE MADE. THE DESIGN OF THE PANEL INCORPORATES A BEARING LEG INTO ITS LEADING EDGE WHICH PROVIDES SUPPORT FOR PROPER NESTINGAP OF THE OVERLAPPING ME OF THE NEXT PANEL THE INSTALLATION OF THE PMELS (SHOWN AT LEFT) PROCEEDS FROM LEFT TO RIGHT. HOWEVER, UNLESS FIELD CIRCUMSTANCES DICTATE OTHERWISE, INSTALLATION OF PANELSCANPROCEED FROM EITHER LEFT TO RIGHT OR RIGHT TO LEFT AS LONG AS THE OVERLAPPING RIB IS LAPPED OVER THE BEARING RIB. PANEL MARKING AND SIDELAP DETAILS -RC63- LONG SPM I BB /12Y 1 1/2 IFYS 91F' WRN16 GWNX SIFIl NEY NFIa FASfgNO wTldlf WM191FA (51E4110.Y1IE4F5 CIGATE1 t/a• µD UP TO µD IN4ypND /212] VHE AM'SE AR/OIYEM 1X flW .q63. /t0 x , + ms rAPPnc eumrn srEEt IEx xFAn xIAV9wNEA ANTI xta401 T Na /taxt t/z snarx A� samn PTO WCaD SIRULTME (114'/{• MIX xFM $Gatti gEaPdD) ALL HU HEAD SIZES SHALL REQUIRE A 5/16' HEX SOCKET UNLESS .NOTED.. BASIC PARTS. AND PIECES. RC61 LONG SPAN ROOF MBA SVEIY FAEGINpIt usE Q9N NANAa PE 6F5 ILLIING a PAoxm � nDAIAG a aTs AQFAS LONG SPAN III PANEL TAPE MASTIC (CONTINUOUS AT SIDEUP AND ACF PANEL WIDTH TO BACKLAPPED) 1/2 TM CLOSURE EAVE SALI(LWPING THE PANE1S IS ROUTINELY DONE TO MATCH PANEL COVMAGE WITH THE BUILDING (ENGTN THIS IS DONE WITH THE UST ROOF PANEL INSTA . THE PANEL MAY BE BACICAPPED 1' OR 2' AS REQUIRED TO COMPIEIE PMEL COVERAGE WHEN BACIGAPPNG PMB-c, MASTIC MUST BE A'PUE) BETWEEN THE TWO PANELS AT THE EAVE AND AT PANEL ENDLAPS. AS SHOWN -ABOVE PANEL BACKLAPPING RC75 LONG SPAN III ROOFS BA SIDEWALL SHEETING DIRECTION A— QOF RIDGE?7 SIDEWALL M BOTH SIDES OF A GABLED BUILDING DING IS SYMMETRICAL. ABOUT THE M. IF THE BUILDING IS NOT SLOPED MOM THE EAVE TO EAVE, BUILDING" ERECTION DRAWINGS. EAVE PANELS �INTERMEDATE PANELS RIDGE PMELS MMALL RIDGE PMELS INTERMEDIATE PANELS —EAVE PANELS DIRECTION OF ROOF PANEL ERECTION RC64 LONG SPAN III ROOFS I BA SCALE: NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS FOR cansTRurnoN DRAwn er: JEP o4/03 12 72600 NW HARBOUR RIDGE BLVD. FOR APPRQVAL CHECKED BY: TJ o4/a4/+z PALM CY, FL FOR PERMIT ONLY FOR PR UMINM1' I DESIGN APPO BY: I CMC 04/04/12 RICHARD K. DAVIS CONSTRUC 11645101 SED-013 ERECTION NOTES - T. ALL AREAS WHERE MASTIC IS TO BE APPLIED SHOULD BE WIPED CLEAN WITH A WILD DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPUCATION. THIS WILL ENSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGNRIESS. 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE BE USED TO SECURE THE INSULATION TO THE EAVE THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE: INSULATION. ADDITIONAL ATTACHMENTS (BY OTHERS) MAY BE REQUIRED. O. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST WEATHER TIGHT CONNECTION IN ROOF ANDWALL. AREAS WHERE. APPLICABLE 4. WHEN MELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OR OTHER CURING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. THESE METHODS. WILL DAMAGE THE PANTED AND OALVALUNE FINISH AND VOID ANY WARRANTIES. USE DOUBLE CUT SHEARS, NIBSLERS.OR OTHER CUTTING_ DEVICES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED 'EDGES. - ERECTION. NOTES._. RC97 LONG SPAN BA No. REVISIONS MADE CKO I DATE JENGRI DATE I NO.1 REVISIONS MADE CKD I DATE JENGRI DATE I DRAWNO SuBMIRAL STATUS ISCALE. NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS }2600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICKARD K. DAVIS CONSTRUC - AMERICAN BUILDINGS COMPANY _ T RDMM FOR CONSTRUCTION JEP NTK D4/04/12 CMC 04/13/12 C•1 FOR axsmucnoN [ ) FOR PERMIT O [ ]FOR PERMIT NXar C 1 FOR wmmwRY oRAwn Br: JEF o4/oD/Tz CHECIQD BY: TJ 04/04/Tz DEsICN APPO rn: CMC 04/04/12 NUMDIER° 11645101 SED-014 Rer.No. 1 CAD sr.rJ o4 oD Tx 0635:12 vPr, aEN 50/ CMAC"Y WITHOM 2'x2' ANGLE, ROOF SLOPE 1:12 NAX (WITHOUT BEVEL WASHER) 200# CAPACITY WITH 2'x2' ANGLE.' ROOF SLOPE 1:12 MAX (WisoicuT BEVEL WASHER) 10 WITHOUT WITH PURUN SEE AL50 (SH15AA) 50g CAPACITY WITHOUT 2'x2' ANGLE, SEE ALSO (SHiSM) ROOF SLOPE 1:12 MAX 1 1j2" (WITHOUT BEVEL WASHER) MAX, PURLIN NUT FASTENERS) 7/16' RIU-) LZ'x2'xt/e's 6' LONG) (FIELD HOLE _ (FEUD DRILL) (FIELD DRILL) 3/8'0 ROD HANGER V�_ 3/8"0 ROD HANGER' • ANGLE MAY BE OMRTEO WITH MGM LOADS 50 LBS. OR LESS. NOTE' NOTE USE OF THIS DETAIL WILL REQUIRE THE USE OF THIS DETAIL WILL REQUIRE THE ROD HANGER TO BE BEM AFTER INSTALLATION ROD HANGERaHAII BE BEM AFTER NNSTAIADON NOTE SO THAT R HANDS VE NOTE: SO THAT R RANGS VE PURUN UP MUST NOT THE METAL SUPPLIER NOT SUPPLER PURUN LP MUST NOT THE METAL BUILDING SUPPLER IS NOT SUPPLIER BE DISTORTED. EFORBUILDINGT RESPONSIBLE FOR THE DESIGN OR ADEQUACY O BE DISTORTED. RESPONSIBLE FOR THE DESIGN OR ADEQUACY OF THE BEM fl00 HANGER: OF THE BEM ROD HANGER. HANGER. DETAIL AT_.PURLINS -_. __. SHOt HANGER. DETAIL AT-PURLINS _ SH01A - - -AA ROD MGM WITHOUT REINFORCING ANGLE 250# CAPACITY WITHOUT 2'x2' A"^" ROOF SLOPE LESS THAN OR EQUAL TO 4.12 CADDY PURUN CLAMP MODEL 315 SEE ALSO (SH14M) 500# CAPACITY WITH 2'x2' ANGLE, (SHiSPA) ROOF SLOPE LESS THAN OR EQUAL TO 4:12 250#. CAPACITY wIM 2'x2" ANGLE, ROOF SLOPE GREATER THAN 4:12„ BUT LESS THAN 8:12 NOTE USE OF THIS DUAL WILL REQUIRE THE ROD HANGER TO BE BEM AFTER INSTALLATION 3/8.0 ROD HANGER SO THAT IT HANGS VERTICALLY. THE METAL BUILDING SUPPUM IS NOT RESPONSIBLE FOR THE DESIGN OR ADEQUACY OF THE BEM ROD HANGER, iNOTE PURUN UP MUST NOT BE DISTORTE). HANGER DETAIL. AT PURLINS SH02A PURUN CLAMP WITHOUT REINFORCING ANGLE IiAA 500$ CAPACITY - ROOF SLOPE LESS THAN OR EQUAL TO 1:12 �PURUN 25/64"0 HOLE (FIELD DRILL) CADDY 1 1 /2" MAX. IRA_ FASTENER(S) TEN (2'x2'zt/8'x 6' LONG) • ANGLE MAY BE OM11-fED WITH HANGER LOADS 250 L 1. OR LESS EXCEPT THAT ANGLE IS REQUIRED 3/8'0 ROD HANGER WITH -SLOPE GREATER THAN 4:12, BUT LESS THAN E12. NOTE USE OF THIS DUAL WILL REQUIRE THE NOTE ROO HANGER TO BE BEM AFTER INSTALLATION PURUN UP MUST NOT SO THAT IT HANGS VERTICALLY. BE DISTORTED. THE METAL BUILDING SUPPLER IS NOT - RESPONSIBLE FOR THE DESIGN OR ADEQUACY HANGER. DETAIL. AT PURLINS OF THE BEM ROD HANGER. _ SH028 PURUN CLAMP WITH REINFORCING. ANGLE I AA - 5008. CAPACITY PURUN SEE A50 (S ROOF SLOPE LESS THAN - OR' EQUAL TO 1:12- (S 25/64'9 HOLE SA/NY %-PRESS (FIELD DRILL) SIDEWINDER PIPE HANGER MODEL MP 35 (I) 3/4" MIN4e* MIN.* LOCK NUT SAMMY X-PRESS SIDEWINDER PIPE HANGER MODEL SWXP 35 • NOT TO EXCEED 3/8.0 ROD HANGER MID-DEPTHOF PURUN 3/8.0 ROD HANGER • NOT TO EXCEED MIO-DEPTH OF PURUN NOTE USE OF THISDUAL. WILL REQUIRE. THE ROD HANGER_ TO BE BEM AFTER INSTALLATION SO THAT IT HANDS, VMTICAIIY. THE METAL BUILDING SUPPUER IS NOT RESPONSIBLE FOR THE DESIGN OR ADEQUACY OF THE BEM ROD HANGER HANGER DETAIL AT PURLINS SH11 ROOF SLOPES LESS THAN OR EQUAL TO 1:12 AA 200# CMACITY WITH 2'x2' ANGLE. ROOF SLOPE 1:12 MAX (WITHOUT BEVEL WASHER) 1 NUT WASHER PURUN SEE PISO (SH15M 250# CAPACITY WITHOUT 2'x2' ANGLE, ROOF SLOPE LESS THAN OR EQUAL TO 4:12 500/ CAPACITY WITH 2'x2' ANGLE. ROOF SLOPE LESS THAN OR EQUAL TO 4:12 r(2) STRUCTURAL FASTENER(S) 250# CAPACITY WITH 2'x2' ANGLE. ROOF SLOPE GREATER THAN d12X1 1/4 TEK 4:12, BUT LESS THAN 8:12 CADDY PURUN CLAMP - 6' LONG) 7/16.0 HOLE 3/8.0 ROD HANGER (FIELD DRILL) NOTE - USE OF THIS DETAIL WILL REQUIRE THE NOTE: It ROD HANGER TO BE BENT AFTER INSTALLATION PURUN UP MUST NOT SO THATITHANGS VERTICALLY. THE METAL BUILDING SUPPUER IS NOT BE DISTORTED. - . RESPONSIBLE FOR THE DESIGN OR ADEQUACY OF THE BEM ROD HANGER. HANGER. DETAIL:. AT -PURLINS. ROD HANGER WITH REINFORCING ANGLE- - � m# CAPACITY PROVDED ROD HANGER IS WITHIN - EMFR^ONE-­THIRD OF 3, 3ANGLE SPAN SEE AL50 (6H15AA)-- FASTENERS ANGLE (ttP. (L2'x2-x1/8-x 3- LONG TYP. ] 16'o ( EID I (L3%3'x3/16' x LENGTH) ROD HANGER WITHOUT WITH 1 SEE ALSO (SH14AA) PURUN (SN1SM) FASTENER(S) (L2'x2'zl/6'x 6" TANG) 3/5.0 ROD _BANGER , NOTE: USE OF THIS DUAL WILL REQUIRE THE ROD HANGER TO BE ENT AFT N B ER I STALLATION • ANGLE MAY BE OMRTED WITH THAT IT HANGS VE - HANGER LOADS, 25p USE. OR LESS THE THE METAL BUILDING SUPPLIER NOT SUPPLIER THAT ANGLE IS REQUIRED RESPONSIBLE FOR THE DESIGN OR ADEQUACY O WITH S WITH SLOPE GREATER THAN 4:12, OF THE BEM R00 HANGER. BUT LESS THAN 8:12. NOTE: PURUNUPMUST NOT BE DISTORTED. HANGER. DETAIL AT ..PURLINS SH02. PURUN CLAMP - '- AA NOTE '+ :'E'• 14F USE OF THIS DETAIL WILL REQUIRE THE; ROD HANGER TO BE BEM AFTER INSTALLATION SO THAT R HANGS VE . `=6• �••- THE METAL BUILDING SUPPLERUPPUERNOT NOTE O FIELD WAILING REQUIRED, RESPONSIBLE FOR THE DESIGN OR ADEQUACY SEE OETNL ENI OF THE BEM ROD HANGER HANGER DETAIL _.BETWEEN PURLINS SH03 I CLAMP INSTALLATION "NOT ALLOWED" -SHO6 AA CLMAP' CAUSING .BEM PURUN LIP - - AA 3]5#. CAPACRY ROOF SLOPE LESS THAN OR EQUAL: TO 4:12 250# CAPACITY ROOF SLOPE GREATER 4:12, BUT LESS THAN I ALSO NOTE '3/8-0 ROD MGM — USE. OF THIS. DUAL. WILL REQUIRE THE ROD HANGER TO BE BENT AFTER INSTALIATON NOTE,'SO THAT IT HANGS VERTICALLY. THE METAL BUILDING SUPPLER IS NOT PURUN UP MUST NOT RESPONSIBLE FOR THE DESIGN OR ADEQUACY BE DISTORTED. OF THE BEM ROD HANGER. HANGER DETAIL AT PURLINS SH71A HANGER DETAIL AT PURLINS SH12 SIDEWINDER PIPE HANGER FOR SLOPES LESS THAN OR EQUAL TO 1:12 AA ROOF SLOPES LESS THAN 8:12 AA DATE NO. REVISIONS MADE CKO I DATE IENGRJ DATE I DRAWING SUBWRAL nANs I$GALE. NONE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC REVISED FOR CONSTRUCILON JEF NIN 04/04/12 CNc 04/13/12 FOR PERMIT FOR PERNR oi6xFOR PREU MINARr ECKED BY: TJ ODAE1 DEslciN arPD WCMC CAD BY: TJ 04/03 12 06:55:12 11645101 SED-015 1 375j CAPACITY SLOPE LESS THAN SEE ALSO (SHI4M) OR EQUAL To 4:12 (SHISAA) 250J CAPACITY SEE ALSO (SHT4M) ROOF SLOPE GREATER THAN (SH'5AA) T j2" OR EOVAL TO 6:12 CADDY PURLIN CLAMP MODEL 315 IS AVAILABLE 2501 CAPACITY SLOPE3MAX. 41 PURUN VIA THE MANUFACTURER'S WEB SITE: , LESSREATER THAN BTF12 ! SAMMY k-PRESS SWIVEL PIPE HANGER PURUN EQ. www.erico.com MODEL SXP 35 25//64'0 HOLE (FIELD DRILL) + 4. SAMMY X-PRESS. EQ. SWIVEL PIPE HANGER MODEL SXP 35 SAMMY X—PRESS SWIVEL PIPE HANGER MODEL SXP 35, SAMMY X—PRESS SIDEWINDER PIPE HANGER 25/64.0 HOLE MODEL SWXP 35, AND INSTALLATION TOOLS ARE nun DRILL) AVAILABLE VIA THE, MANUFACTURER'S. WEB SITE: 3/8'0 ROD FLINGER 3/e'0 ROD RANGER.. - www.scimmysuperscrew.com/scimmyxpress.htm NOTE PURUN UP MUST NOT BE DISTORTED. - WARNING THE HANGER CAPACIDES SHOWNON THE AIIERICAN BUILDINGS COMPANY DETAILS REPRESENT THE LIMMUM ALLOWABLE SINGLE HANGING LOAD 'THAT `A TYPICAL' PURLIN CAN SAFELY SUPPORT UNDER THE BEST OF CIRCUMSTANCE -.USING THE PARTICULAR HANGER DEVICE SHOWN IN THE DETAIL MANY FACTORS BEYOND THE CONTROL OF THE METAL BUILDING SUPPLIER AFFECT THE ABILITY OF A PURUN TO SAFELY SUPPORT.HANGING LOADS COMBINED WITH OTHER REOUIRED ROOF LOADS. DUE TO THE VARIABLES-INVOLVED-M' HANGING. LOADS AND THEIR ATTACNMENTS'TO THE PURUNS; THE METAL BUILDING SUPPLIER CANNOT ASSURE THAT THE PURUNS FOR A PARITCULAR BUILDING PROJECT CAN SAFELY SUPPORT THE M IAUA1 ALLOWABLE. HANGING LOADS IN.. COMBINATION., WIRE OTHER ROOF LOADS.. .. -. IT IS THE RESPONSIBILITY OF THE HANGER.. SYSTEM INSTALLER TO COORDINATE WRN TIE ENGINEER OF RECORD FOR THE, OVEAL PROJECT TO ENSURE A SAFE HANGING LOAD' INSTALLATION.. THE. METAL BUILDING ENGINEER IS NOT THE ENGINEER' OF RECORD FOR THE OVERALL PROJECT, WITHOUT�SPECIFIC' CERTIFICATION. FOR INDMDUAL HANGING LOADS, THE NET':EFFECTS:.OF; APPLIED WAGER LOADS INSTALLED ON A'PARTICULAR PURUN. SHALL' NOT EXCEED -THE 'NEVIEFFECTS OF THE CERTIFIED UNIFORMLY APPLIED DESIGN. COLLATERAL LOAD. SEE SHEET ABC-1,' HANGER .DETAIL AT.: PURLINS _ SH12A HANGER. DETAIL AT PURLINS SH13 I WEBSITES FOR PREAPPROVED. HANGER. DEVICES - _ SH14.. HANGER CAPACITIES WARNING... - .._.._ SH16 SWIVEL PIPE HANGER FOR SLOPES LESS THAN 8:12 - AA ROOF SLOPES GREATER THAN OR EOVAL TO 8:12 - AA _ - - - AA - - - - AA NOTE: OTHER METHODS OF ATTACHING HANGING LOADS, NOT SH11, SH12, AND SH13, ARE GENERALLY PERMITTED. HOWEVER, THE HANGER LOAD MUST NOT EXCEED 50 SPECIFIC PRIOR APPROVAL FROM A QUALIFIED DESIGN DEPICTED ON DETAILS SH01 , SH02, SH03, POUNDS PER HANGER LOCATION (WITHOUT PROFESSIONAL FOR A PARTICULAR LOAD). .GENERAL HANGER NOTES S At AA RA g W151JULL SCALE: NONE DATE STATUS - HARBOUR RIDGE PROPERTY OWNERS AS FOR CONSTRUCTION DRAWN Br: JEF 04/03/12 12600 NW HARBOUR RIDGE BLVD. FOR P ONLY � Dar: Ta O4/04/12 PALM CY, FL FOR PRBnIryRY DESIGN APPD Br: cuc o4/o4j1z RICHARD K. DAVIS CONSTRUC UMBEL, N.111645101 SED-016 NUMBER' 9AP-P76614 �IP&E - F Y SAma- 026-7 AN AMERICAN BUILDING Building Success- Through Partnerships" A.B.C. JOB NO. N-G¢5/-D4- �� l4z zQ�crroN AW(5 f, SAFETY COMMITMENT American Buildings Company disclaims any responsibility for injuries or damages which may result farm the interpretation and implementation of these safety and erection practices since the actual erection operations and conditions are beyond American Buildings Company's comml. It is assumed that only experienced, knowledgeable ereoors with trained crews and proper equipment will be engaged to do the erectbn. It is emphasized that American Buildings Company is a manufacturer of moral building components and is not engaged in the erection of it traduce. Opinions expressed by American Buildings Company about erection practices are intended to present only a guide as to how the component should be ma nbldtocreatea building. The experience, expertise and skillsof the erection crews as well w the equipment available for handling the moral determines the quality of erection and the ultimate customer satisfaction of the completed building American Buildings Company strongly recommends that safe working conditions and accident prevention practices be the top priority on any job site. Local, scale and federal safety and health standards should always be followed to help insure worker safety. Make certain all employees know the safest and most productive way of erecting a building. Emergency telephone numbers, location of first aid stations and emergency procedures should be known to all employees. Daily meetings highlighting safety procedures, the use of hard hat, rubber sole shoes for rouf work, proper equipment for handling material and safety nets where possible are recommended erection practices. American Buildings Company intends that these precautions be interpreted and administered with sound judgment consistent with god safety practices. American Buildings Company has a corrmmorr t to manufacture quality building components that an be safely erecred. Safe erection practices are the responsibility of the erector and individual employees of the erectors. The erector's supervisory personnel should be remain to both communicate safety practices to it employees and enforce proper erection practices. However, the safety commitment and job site practices of the erector are beyond the comrol ofAmerfran Buildings Company AMERICAN BUILDINGS COMPANY A LVLICOEi COMPANY YOUR SAFETY AT WORK Correct Tool Usage Make cenain the correct card is available and used for each phase of building erection. Worker should maintain a firm, safe position when using any tool and a comonnt awareness of their location to the roof edge. Use approved tie offs, netting or ails when working on roof surfaces. Check wire mpe for broken strands, broken wireand kinking Replace damaged, unsafe more immediately. Personal protection equipment should always meet OSHA standards. Always wear approved eye protection. Electrical tools must be properly grounded. Do net use electrical tools or equipment while standing on wet surfaces. Return tools to their proper place when not in use. Don't allow tools, blocking or materials to become falling hazard. USE THE CORRECT TOOL FOR THE CORRECT JOB Rem rnbet Daily meetings highlighting employee safety procedures will reduce the number of employee accidents. YOUR SAFETY AT WORK Employee Safety The safety of each employee should be the 'Number I - priority as each lob sire. American Buildings Company strongly recommends that each employee be properly trained and supervised in safe work practices. If you feel that you have not bean properly trained on safety procedures or are not being properly supervised, contact your supervisor. kYhile at work remember Untrained or unqualified personnel should not be permided access to a reef or the erection site. Work areas should be kept clean and orderly at all times. Improper tool usage may result in injury. Make certain that the correct tool is available and issued for each phase of bui dung o ecdon. Return tools when net in use to their proper places. A firm commitment to employee salary is the first step in each successful building erection. DAILY MEETINGS HIGHLIGHTING EMPLOYEE SAFETY Ressambeel Daily meetings highlighting employee safety procedures will reduce the number of employee accident. YOUR SAFETY AT WORK SAFETY PRECAUTIONS FOR ROOFING WORK American Buildings Company strongly recommends that erection employees be continuously trained and retrained in safe and productive work practices. Woking on the roof area in the installation of roof strec urals, insulation or roof panels requires propermining, correct equipment and constant alarness to minimize the danger offelis. Hatchet should be wom on job sites to prevent injury from falling objects Workers should always be aware of their location to the reef edge. Safe work practices on the following erection duties should be carefully reviewed with erection crews prior to beginning each job. PANEL MAY COLLAPSE IF NOT PROPERLY SECURED Partially attached or unattached panels should never be walked out Reef panels must be completely attached to the purlins and to panels on either side before they can be a safe walking surface. Unsecured roof panels are flexible and cannot be relict upon for bracing support or stability. Be cautious of strong wind when handling roof panels. DO NOT: t. Step on rib at edge of panel L Step near crease in bat edge of panel 3. Step on an umeNrd panel Roof panels must never be used as work platforms. A runway w specifiedin °OSHA Safety and Health Regulations for the Construchon Industry' should be used for platform work YOUR SAFETY AT WORK Moving or lifting loads Say well in the clear of any moving load. Keep hands and feet clear at all times. Workers should be trained to centedly locate the point of cableattachment and in the correct and safe operation of lifting equipment. Hard hat meeting OSHA standards, steel we shoes with metatarsal guard and eye protection should be worn at all times. Sony in the clear of any lifted load. Make certain all framing is properly bused or guyed before lifting lines are removed. STAY WELL IN THE CLEARI Rememberl Daily meetings highlighting employee safety procedures will reduce the number of employee accident. YOUR SAFETY AT WORK PANELS MAY BE SLICK A protective coating,do-, frost or any othermoistum may cause panels to be slippery. Wipedown panels before installation orwalking on panels. Wear rubber sole work boots. When on the tool, use OSHA approved protection devices such as safety lines, safety nets or a catch platform. UNSECURED PANELS MAY SLIP IF STEPPED ON Employees should b, continuously wamd to over step on a single unsecured mef panel or a neck, of roof panels laying unattached on the purlins. Secure each end of walkboards with clamps at appropriate fasteners and place walkbeards in the fiat of panels. Walkboards should run to the full length of the panel and be fastened together by drilling hole near the end of each board and tying it with rope to the neat board. (Cut a groove in the bomom of each board so thashe board will lie flat and not tip back and forth because of the room. --Oa-�tA SAFETY PRECADFIONS AB safety ptaratNore refened to WotghoN the publloation, al OSHA safety, requirements orother astomaryor statutory requirements must be adhered to In order to mayimtra employee safety. Daily meegtys descn'bity safewods pnxedmes, use of hard hat, rubberaate shoes for roofwork. paper equlpmem t ulandling material and edge Of roof protection devices are recommended erection pact eras. YOUR SAFETY AT WORK Moving or Lifting loads Staywellinthedearofanymovingload. Keephandsancifenclearatalltimes. Workers should be trained to correctly locate the point of cable attachment and in the correct and safe operation of lifting equipment. Hard hat meeting OSHA standards, steel toe shoes with moserarsal guard and eye protection should be wear at all times. Stay in checker of any lifted load. Make cenain all framing is properly braced or guyed before lifting lines are removed. STAY WELL IN THE CLEARI Remembal Daily meatings highlighting employee safety procedures will reduce the number of employee accident. INTRODUCTION 'American Buildings Company has designed the structural components of your building in accordance with the design criteria specified to American Buildings Company by is customer, the End User and its Design Professionals. American is not the Design Professional of Record for the End User or it project. American recommends that the preliminary erection drawings and design certifications be reviewed by you with the s eneal contractor. End User and the End User's Desian their Design Professionals are responsible for design specifications, load criteria and all related load factors ad all essential design specifications affecting design. American will take no part in the merchant ofthe building components. Proper erection of the building component in accordance with American's erection drawing„ erection manuals and details is critical to the building being able to achieve it design specifications. The erector,general connector and all the persons associated with the specification, purchase and erection of American's building should consult with and comply with the Common Industry Practices as set forth in the Metal Building Manufacturers Association Metal Building Systems Manual (2002 Edition) which is applicable to the purchase, design and erection of your preee,incered metal building, and by reference is incorporated into this manual' AM]MCAN BUILDINGS COMPANY GENERAL FOUNDATION NOTES CERTIFICATION AND SCHEDULE OF DRAWINGS 1. THE METAL BUILDING SUPPLIER. AMUNES NO RESPONSIBILITY OR UABILU( FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. 2. THE FOUNDATION DESIGN SHOULD BE CONE WITH DUE REGARD TO THE SPECIFIC SOIL COMMONS PRESENT AT TINE ACTUAL JOBSITE S FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICUVR BUILDING AND MUST BE ADEQUATE TO RESIST ALL OF THE CRITICAL COMBINATONS FOR EACH OF THE VARIOUS LOADING COMMONS.. THESE REACTIONS AND LOU) COMBINATIONS MUST BE USED TO DETERMINE WE DESIGN LOADS TO BE RESISTED BY THE FOLINIVIMONS. 4. REINFORCING BARS. WARE MESH, ANCHOR ROD SHEAR ANGLES, TIE RODS AND / OR HAIRPINS ((HOOK BARS SHOULD BE INCORPORATED AS REQUIRED INTO WE FOUNDATION DESIGN THE HORRONTAL THRUST AT THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL. READI�ONS. MUST BE SUSTAINED BY HAIRPINS, TIE RODS, BUTTRESSES, OR OTHER DEPENDABLE MEANS. 5. IECTEND TO THEGNANRA. GRADE.EXTEND IN ALL CASES THE FOOLING MAUL INTO EXTEND AT LEAST WHERE CHES BELOW LOLL FROST LITHE FILL MUST NE PROPERLY COMPACTED OR THE FOOTING SHALL 6. D%PANSION OR CONSTRUCTION JOINTS SHA1 BE MOM AS REQUIRED IN FOUNDATION WADS AND SLAB, AS SPECIFIED BY THE FOUNDATION DESIGNER. -7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE LEVEL AND SMOOTH. ANCHOR RODS SHALL BE ACCURATELY SIT TO A TOLERANCE 31/16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A 21/8 INCH TOLERANCE S. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED TINE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE SMMGM OF MOD P.S.I. AT 26 DAYS. S. UNLESS M`UCIRY NOTED OTHERWISE ALL EMBEDDED STRUCTUM STEEL (INCLUDING ANCHOR ROOS). OTHER MATERIALS. AND LABOR SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR 10. ANCHOR RODS SHOULD BE AS MOM AND CALLED FOR. INCLUDING PROJECTION FROM CONCRETE, DAMEIER AND CLAMMY. 11. TFJE EMBED ENT OF TILE ANCHOR RODS IN TIE CONCRETE AND CONFIRMING AMOVACT OF ANCHOR ROD EDGE DISTANCE IS WE RESPONSIBILITY OF THE FOUNMMON DESIGNER. E MQUE REACRONS ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. 12.,,ALL ANCHOR RODS MALL BE ASTY FIS54 GRADE 36 OR EQUAL IN ORDER TO CONFORM M THE METAL BUILDING SUPPUER'S DESIGN ASSUMPTIONS BASED ON THE ALOWABU STRESSES GIVEN IN THE MSC MANUAL OF STEEL CONSTRUCTION. 13. ANCHOR ROD DIAMETERS FOR WE PRIMARY FRAMING AND ENDWALL MULLING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE ANCHOR BOLT PLAN. ANCHOR RODS FOR MQUED OPENINGS SNAL BE 1/2 INCH DIAMETER UNLESS OMERi NOTED. BASIC MATERIAL SPECIFICATIONS PRIMARY MAKING STEEL STEEL FOR MILL -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASAP A 36. ASTM A 572 GRADE SO OR 55, OR ASAP A 991 SLEET. FOR ALL BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF THE FOLLOWING: A ASAP A 1011 M. GRADE 55 S. ASIM A 1011 HSLAS. GRADE 55. CLASS 1 C. ASTU A 572 GRACE 55 0. ASM A 529 GRADE S5 STEEL FOR ENDWALL 'C' SECTIONS MAUL CONFORM TO ASAP A 1011 SS, GRADE 55, OR HSLM, GRADE 55, CLASS 1. STEEL FOR ROUND PIPE SECTIONS SHALL CONFORM TO ASAP A 500 GRAPE B. 42 NEI. SECONDARY OWING rrn . STEEL. USED TO FORM PURINS. GIRLS, CAVE STRUTS AND 'C' SECTONS SHALL CONFORM TO ASM A1011 SS, GRADE 55, OR HSIS GRADE 55, CUSS 1, OR IF GA.VANRED SHALL WNFORM TO ASAP A03 SS, GRADE 55. WO OR HSLAS, GRADE 55, CLASS 1, G90. ROOF AND WALL PANEL MATERIAL FMEWOR PANELS SHALL. CONFORM TO ONE OF THE FOLLOWING: PANEL MATERIAL SHALL SE ALUMINUM -ZINC AIRY -COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASAP A 792 M. OWE W. MATERIAL. MAY BE OTHER 26 OR 24 GAGE PANEL MATERIAL MA-1. BE ALUMINUM -ZINC ALLOY -COATED SLED. CONFORMING TO THE REQUIREMENTS OF ASAP A 792 M, GRADE 50, CLASS 1. LANTERN. WY SE EITHER 24 OR 22 GALE • PANEL MATERX SHALL BE ZINC -COATED GALVANWO STEEL GOADING DEEGNATON MO. CONFORMING TO THE REQUIREMENTSAP OF ASA 653 M. GRADE 80. CI ACG 1 OR CLASS 2. OR HSAS, GRADE SO. MATERIAL NAY BE 26 R.24 GAGE PATS TERALL MV1 N AL MAY BE EITHER 24 ORCOAMM (GALVAA2E0) STEEL. COATNG DESIGNATION MO. CONFORMING TO WE RFAUIREMENTS OF ASTI1 A 03 SS.USS , OWE W. CLASS 1 OR C3, THIS IS TO CERTIFY THAT WE MEW. BUILDING COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY FOR THE REFERENCED RUILDING HAVE BEEN DESIGNED IN OUR OFFICE FOR FABRICATION IN OUR EUFAULA. AL PLANT. IN ADDITION TO THE DEAD LOUD (D).OF THE BUILDING COMPONENTS, THE MEMBERS ARE DESIGNED ON THE FOLLOWING DESIGN BASS: COLLATERAL LOAD (C) 5 paf On Hoof YembeAa 5 psf On Supporting Framee ROOF LIVE LOAD 0) 20 paf on Roof Mambms With Reduction On Supporting Frames As Permitted By Code WIND LOAD (W) - High Velocity Hurricane Z.. - No (.In act in Doda r Broiard county) Wind Exposure Category Based on Surface Roughness m B I I0 mph Basle Wind -Speed (3-sacond gust) Enclosure ClossificaDon = 'Open Buildings _ Ildemol Pressure Coeffcian s m +0.0 and -0.0 Wind Impedance Factor - 1.0 Design Pressure for WcU Componelds and Cladding = +32.27 psf and -43.03 Ind Chaifieation of Building = M Al buildings and other cbuclury except Nose fisted in Categories 1, ill, and W SHEET I DATE NUMBER ABC-2 M-1 M-2 AS-3 E-01 E-02 04/O6/12 E-O3 04/06/12 BE F E-04 04/O6/12 1125' E-OS 04/O6/12 SEO-001-010 1 04/06/12 AMERICAN BUILDINGS COMPANY SERVICEABILITY STANDARDS (2OD6 MENA MANUAL CRITERIA) WILL BE USED FOR DESIGN AND FABRIGTON OF YOUR ORDER. _ WE ABOVE DESIGN LOADS ARE APPLIED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE THE DESIGN IS IN GENERAL ACCORDANCE UNION 2OD5 A5C 360-05 SPECIRCAMON FOR STRUCTURAL STEEL BUILDINGS AND 2004 AS NASPEC NORM AMERICAN CRD-FORMED STEEL SPECIFlGTION. PROOLIOT APPRMAL ANTI CERIIFMATONS 1. A WILAPPROVAL FOR ROOFING (FL704-R2 AND 114813-R1), SITYl1CNT5 (FL8961-RI AND R7709-R1). AND AND PANELEL WALLS (N05-112). REV. N0. I SHEET NUMBER I DATE 1:42NE � RRI MRTERIMSt BRACE CASIFS: ASM A 475, 7-STRAND ENS WE CABLE BC4=1/4' DA(Tnm) BC5-5/16' DU(lurn) BM-3/8' Dx(l0mm) BU= 1/2' aA(13mm) THE CERTIMNG ENGINEER HEREWITH IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROTECT AND 5 BRACE RODS: ASIM A 572, 50 KS! (UPSET THREADS BR5-5/8' DU(1Bmm) BR6-3/4' DA(20.) BR7-7/8' DA(23mm) BE -I' Mk(26mm) • ••.• ONLY CERTIF'ONG THAT THE DESIGN OF THE METAL BUILDING COMPONENTS -FURIM E0 BY AMERICW BUILDINGS COMPANY SATS'Y THE DESIGN REOUIREMENTS SPECIFIED ABOVE AND ON THE A.B.C. CONTRACT. THIS OR ASM A 529. SO KSI (TIT THREADS BR9 =1 1/8' DU(29mm) BRIO 1 1/4bM.(32mm) 6R11=1 3/8' DU(35mm) BR12- 1 1 2' DI. M. / ( ) II Y1t �•}�'K.elepg1 a Q�yIA���F/��� �pAT a'I�T' CERTIFICATION EXCLUDES THE ERECIION'OF THE STRUCTURE. STRUCTURAL PRIMM NOTE 'SHOP COAT PRIMER IS INTENDED TO PROTECT WE STEEL FRAIJING DURING TUNSPORTATON TO ME JOBSITE AND FOR .NOT NOTE THAN 45 DAYS FROM WE APPLICATION:ngpsAA/� STORAGE IN EXTREME COLD TEMPERATURES OR WINTER SNOW CONDITIONS, INCLUDING TRANSPORTATION ON SALTED OR CHEMICALLY TREATED ROADS WILL MVERBELY AFFECT TIDE Q1�,IW\!` '4 WIVYe\ lL etJ�i���UI� ^fT_E/)MIIVFW�sg ■.+ � V I x DURABILITY AND LONGEVITY OF THE PRIMER WE COAT OF SHOP PRIMER DOES NOT PROVIDE THE UNIFORMITY OF APPEARANCE. OR THE DURMIIM AND CORROSION RESISTANCE OF A FIELD APPLIES FINISH COAT OF PANT OVM A SHOP PRIMER MINOR ABRASIONS TO THE SHOP COAT PRIMER CAUSED BY HANDLING, IAADING, SHIPPING, UNLOADING AND ERECTION ARE UNAVOIDABLE AND ARE NOT THE RESPONSIBIITI' OF THE NET0. BUILDING SUPPLER ABC IS NOT RESPONSIBLE FOR THE DETERIORATION OF THE PRAM OR � H lNF'I N iI; • 1 A I IN IL • "INe I a fW, WInow"te 7 I ? 41 R:. PRIMARY CONTACT LISA 'PARTON 334-688-2225 CORROSION THATMYRESULT FROM NEITHER ATMOSPHERIC AND ENWRONNENTAL CONDITIONS NOR THE COMPATIBILITY OF WE PRIMER TO ANT' FIELD APPLIED WADING.' .` i I' Il.iil iNIwRpMR•• On YIS88(IdResubmit - -- N/LLy_Je`.o,y,eJ,A IA_ FIELD ISSUES _ JOHN SEARCY 334-688-2215 "'''•' • FIELD ISSUES BO BENTLEY 334-688-2716 'AS A MINIMUM AND SECONDARY TO MORE STRENUOUS JOB SPECIFIC REQUIREMENTS. PROJECTS LOCATED IN CANADA MUST BE ERECTED WTMIN TOLERANCES AS DEFINED h' IN SECTION 29.7 OF SPEORCAMON S16.01 AND PROJECTS IN OTHER LOCATIONS MUST BE MECIEO WITHIN TOLERANCE AS DEFINED IN WE LATEST EDITION OF THE TFs�,)�D�r� .w'1•�L.. wTMiFED��i i� ..Iie.l. META. BUILDING SYSTEMS MANUAL, PUSUSHM BY THE NSMA.' lE PRMCT AND COYRMIX WITH UM&VIDWAITi091 GM It - . #E CDIVTW DOMINI &Off OMTNACM D) RESI)MAE r •' i I H - _ CONSTRUCTION BRACING NOTE }III DIMEMONS AND GUANT170 TO BE CGNFBYED AND PORNRY AS . FALSEWDRI, MaBBING OR OTHER EUEMENTS REQUIRED FOR WE ERECTION OPERATION IS TO BE DETERMINED, , IIIm i�' �� MUSTULRNGSECU�MOM STEEL D5.RWESUL�NNC BY WE ERECTOR. RECO�DESIGNED ANY �pNDARS�INST TO D Oft GSEISMI M ON OPERA IN ON�� IA.•.. � 4,1\TLIWUEI'l/YllllllllluL7/Iq- .... WE 0ALED WE ERECTIADS WIND ANEL RE9EPPORTS THOSE�PWHIN WEWSMIICTUUACTIVITY MONST - �THODS•TE�i " WES, S SAND RIO�U(IY:S `NN\VSV`VCa�]N.• . • .. �L1MoN,ANDFOA OFT i:': �c� V�C�NSF�'•. Q of 58298 i HARBOUR RIDGE T-SHED FOR COHSIRUCIIa FOR APPRILI FOR PERMIT ONLY FOR PIEl➢.RiANY PAD BLDG. NONE I DATE -HARBOUR RIDGE PROPERTY OWNERS AS I 04/04/12 12600 NW HARBOUR RIDGE BLVD. JETS 04/04/12 PALM CY, FL IT.RMc w/as/12 RICKARD K. DAVIS CONSTRUC 11645104 ABC-1 ROOF PANELS TYPE L3P GAGE.Z CO OR &Qr PAINT WARRANTY• NO WEATHERTICHMESS WMRNfIY:N9— UL 90 CERTFICATION: NO FACTORY MUTUAL CERIIFlCATKIN' NO WALL ETT • T1PF• NONE C.1GE_ COLOR RASE• PANT WMWMY_— EAVE TREATMENT • —X STANDARD GUTTER W/ DOWNSPOUTS -M- FT O.C. (MAIL) FLANGE BMX GUTTER W/ DOWNSPOUTS _ FT O.C. (MAX) SIMPLE EAVE TRIM DELUXE EAVE TRIM ICE AND SNOW TREATNEM TRIM COLORS RAKE TRIM; REGWPTO GUTTER / EAVE RFGWPTO DOWNSPOUTS- FPCWPTD FRAMED OPENINGS• CORNER BASE TRILL MISCELLANEOUS: - PRIMER COLOR PRIMARY: RFD SECONDIT RED ROOF FASTENERS STANDING SEW 0 A. 14 X 1 SELF DRILL HEX HEAD B.14 X 1 SELF DRILL HEX HEAD W/ WASHER STANDNG SEMI II A. y14 X 1 SELF DRILL HEX HEM B./14 X I SELF DRILL REX HEAD W/ WASHER NO SPAN III 4 SELF ORILl. HEX HEAD W WASHER A.B.314X 3/1/ SELF DRILL HEX HEAD W% WASHER LOC SEW A //14 X 1 SELF DPoLL HEX HEAD W/ WASHERB./14 X 1 SELF DPoLL HEX HEM W/ WASHER WALL FASTENERS LONG SPAN W OR ARCHIIECNRIL IO A //12 X 1 1/4 SELF DPoLL HEX HEAD B /14 X 3/4 SELF DRILL HEX HEAD SHADOW PANEL A $12 X 1 SELF DPoLL NEX HEAD W/ NUT BLANK B. 14 X 3/4 SELF DRILL HEN HEM TRIM FASTENERS ALL FASTENERS ARE J14 a 3/4 SELF DRILL A - SHEEIING/FLA VING TO STRUCTURAL CONNECTIONS B . SXEEDNG/M51@lG TO SHEETING/FLASHING CONNECTIONS INSULATION BY THE BY WET& BLDG NONE OTHERS SUPPLIER THICK WIDTH FACE COLOR ROOF X WALLS X RGID BOARD, ROOF_ WAUS- - BEAILNC PLATE THERMAL MccR BY 011m+c. BY THE METAL BUILLDING'S1PFUER:.—(1' THI]L d SPACER MP (FOR LOG SEAM WITHOUT INSULATION) WALK DOORS QTY SZE TYPE SWING LOCIW CLOSER COLOR LINER TRIM LINROTRIM — _ 3000 _ 6070 _S _NL __HG — __ _YES --NO _ _YES —NO — _ MM _ 070 _S _TIE JHG — _ _YES —NO _ _YES —NO — _ W70 _ 6010 _S _.NL JHG YES __NO _ _YES —NO — _ W70 _ W70 _S __M JHG — — —YES Y10 YES -.LINO FRAMED OPENINGS CITY WIDTH HEIGHT SILL HEIGHT ER WRAP IRON LINER TRW UN a01RN — —YES NO _YES _NO — —YES —NO _YES _NO TES —NO _YES _NO — —YES --NO _YES _NO — —YES —NO _YES _NO — —YES —NO YES —NO — —YES —NO _YES _NO — —YES —NO _YES _NO — —YES TNO _YES _NO — —YES 0 YES _NO VANQQL+S SELF -FLASHING THERNA-PANE. CLAN, BURNISH SATE Ill' WIDTH HEIGHT LINER TRIM LINER TRIM COLOR TES —NO —YES ---NO —YES --NO —YES NO —YES _ NO IS4IRPEI� ROOF CURB FRAMING RECENT PRODUCT REVISIONS SG'F_S ARE INSIDE TO INSIDE CURB DIMENSION AS UNDERSTOOD BY THE NErA1 BUILDING SUPPNERIHE FOIJOWING NOTES NAY OR NAY NOT PERTAIN TO THIS DO NOT CUT PURUNS FOR CURB FRMING UNLESS RELEASED BY A CEROFlED DESKH ENGINEER SPECIFIC JOB BUT ME NOTEWORTHY PRODUCT CHANGES. NAX9IUM LOAD FOR STANDARD ROOF CURB FRMIING IS 30001. THE N IRJDE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURBS MUST BE 1. THIN( SAEETYI CLEAN Y SPECIFIED IN THE ORDER DOCUMENTS - CIY WIDTH LENGTH SLOPED AT RIDGE ROOF CURBS OTY OUTSIDE WIDTH OUTSIDE LENGTH NEW. HT. GAGE COLOR e' 18 NY 18 71X L• .IF FACADE CLEAR CORNER TYPE VERT OR SLOPED HDGHT LENGTH PROJECTION UNDER FACADE UNIT FACIA PANEL TYPE : GAGE COLOR: TRIM COLOk SOFFIT PANEL TYPE GAGE COLOR: TRIM -COLOR BACK PANEL. TYPE : GAGE COLOR TPoN COLOR• CANOPIES CLEAN EL OFFR IIi DIY EW SW SLOPE PROJECTION LENGTHUNDER BFAJI PANEL TC PE COLOR EAVE TRW TRIM COLOR DOWNSPOUT ELBOWS ONLY: — DDWNSPOUr RETURN: — OVEBNANS DIY PROJECTION LENGTH SOFFB TYPE COLOR O1Y WHOM HEIGHT LINER TRW LINER TRW SW_ COLOR Sy —YES —NO DOWNSPOUT ELBOWS ONLY: DOWNSPOUT RETURN: —YES —NO _ — EW 1 510 39' —YES TO EW 1 - 5'0 39' _ —YES —NO —YES —NO PARTTDONS OTY WIDTH LENGTH HEIGHT PANEL TYPE GAGE COLOR LINER PANELS INCLUDED LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR CORNER TRIM(NCO NEDTRIY TRW COLOR — —YES TXO —YES NO - — —YES ---NO _YES 0 — - —YES —NO —YES _NO _ ROUND 20• THROAT WHITE VEN ILATORS TITS ENO —YES No SPECIAL NOTES QUANTITY _ RIDGE MOUNTED _ SLOPE MOUNTED 9• X 10' RIDGE VENTILATORS -- OT AT 10' SECTIONS UNDER FEET CONTINUOUS _ _ROOF-JAXS OTT TYPE MISCELLANEOUS MATERIAL UK-3 1/4' - 4' DLWEER DK-5 4' - A' DMETER DK-8 T' - 13' DLWEIER - - REV. FOR CONSTRUCTION STATUS iIIK SCALEl NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS [•] FOR CONSTRUCTION [[ I 04/05/12 12600 NW HARBOUR RIDGE BLVD.FOR MPROL I OPERNR owx wJEF 04/0512 PALM CY, FL [ I FOR. I DESIGN MPD Ut.1 WC 04/05/12 RICHARD K. DAMS CONSTRUC 11645104 ABC-2 A Mt HHl HZ 1 B C REACTION SCHEMATICS NOTE: THE FRAMING AT THIS ENDWALL LINE IS NOT DESIGNED TO ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO THIS FRAME LINE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS UNLESS EXPLICITLY NOTED OTHERWISE LOADING CONDMON FRAME LINES 1-2 B (kip.) (MiPe) (NiIJI P—N) D +4.1 NA +1.1 C +3.9 NA NA L +12.6 NA —61.7 W —19.9 to +12.5 —Od le +02 —75.5 la +755 PORTAL FRAME N1 H1 /1 1 2 H2 N LOADING CONDMON COL LINE S. BETWEEN R's. 1 O 2 1 2 v (Npe) HI I (Wpe) v (kips) H1 I (MPe) D +1.0 +0.1 +1.0 —0.1 L NA KA NA NA W —7.9 to +7.9 —7.4 to +7.4. —7.9 to +7.9 —7.4 to +7.4 Hl - hor ntal tome in Ne plane of fmme H1 pmiiontal force in Uat plane of frame R2 w Korimntcl force perpenCcular to the plane of fmme H2 horizontal force pmpaa,SWW to the plane of fmme HARBOUR RIDGE T—SHED FUEL/WASH PAD BLDG. E N0. REVISIONS IMADEICKV I DATE 10,16111 DATE NO.1 REMSIONS MADE CK O GATE EN GR DATE DRAWING SUBMIT AL STAWS SCALE: NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS h7 FOR coNmnl = DRAWN Ba TJ 04/04/12 12600 NW HARBOUR RIDGE BLVD. [) F� ApPRaYAL CHECKED By.1 JMF 04/04/12 PALM CY, FL AMERICAN 9UILDINGS COMPANY [ ) FOR PERMIT ONLY ( ) FOR I RRUIINARY DESIGN APPD GY.1 CNc 04/05/12 RICHARD K. DAMS CONSTRUC DRAWING. 11645104 AB-2 RLv.No. CAD W.- I TJ 04 04 12 10:44:0.5 Ver. 31,2 NUMBER' 0 3, 10 10 .3 e I I 8 2 2 2 2 2 2 AB AB n n N Y ^N _ f0 10 'N O Y I 142 I-" _N I 14z BP02-C BP03-C 3 8 PLATE 3 8 PLATE BP01-C BP01-C 1 PLATE 1 PLATE BASE PLATE DETAILS 0 HARBOUR RIDGE T—SHED FUEL/WASH PAD BLDG. F ERECTION NOM-11 ALL ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED) ABOVE THE BOTTOM OF THE COLUMN BASE PLATES, EXCEPT 1/2 INCH DINHETER SOL.TS LOCATED AT DOORS WHICH SHALL HAVE PROJECTION OF 1 DICH. ALL BOLTS SHALL HAVE A MIMMUM THREAD LENGTH OF 1/4 INCH LESS THAN THE PROJECTION. THE PROJECTIONS SPECIFIED PROVIDE FOR A SINGLE EASE PLATE THICIOIESS AND APPLICATION OF ONE 3/16 INCH WASHER AND ONE HEAVY HEX NVT. IN THE INSTALLED POSITION, THE TOP OF THE ANCHOR BOLT'MUST BE FLUSH WITH OR ABOVE THE TOP OF THE NUT, ADDITIONAL PROJECTION LENGTH MUST BE CONSIDERED AND PROVIDED FOR MIS SUCH AS GROUT, DOUBLE NUTS, PLATE WASHERS, LEVELING PLATES, ETC., THAT WY BE SPECIFIED BYOIHEItS PROJECTING THREADS SHOULD BE GREASED OR OIHER%RSE PROTECTED FROM CORROSION. N0. REVISIONS MADE CK D I DATE IENGRI DATE I NO.1 REVISIONS IMADEIM'DI DATE IENGRI DATE I DRAY.ING SUS6111TAL I c,, r. I NONE DATt HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC AMERICAN BUIU)INGS COMPANY L.J � �consm0cIJ0N 13 [ 1 Fat PEsom aar I) Fat —N+RI' DRAWN BY: TJ 04/04/12 CHECKED JEF 04/04/1z DESIGN APPD BY.1 CMc 04/05/12 DRAWING. NUMBER' 11645104 AB-3 REVAO. 0 CAD er: rJ w w tz tm44H5 v�. 362 7 28',0 T I PR-050, r-I w-a0t ra-aa `o 0 0 e c EW. sb 1 Sob 40'0 OUT TO OUT OF PRIMARY FRAMING SHAKEOUT PLAN 5'0 HARBOUR RIDGE T—§HED FUEL/WASH PAD BLDG. E NO. REV ONS I MADE CKD I DATE IENGRIDATE NO. REMMONS INADEJCKPOI DATE JENCRI DATE I DRAWING SUBW --sT" - SCEI-F;I NONE - DATE - HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC' .. AMERICAN BUILDINGS COMPANY 1 REV. FOR CONSIRUCNON Ta Nnc cuc a/ts/Iz _w/os/tz h] FDR cgrsTRucnoN I I FOR APP "E I ] FGR PEwIR orar [ ]FOR PIiE1DDNN21' DRAWN Br: TJ 04/05/12 - aE«m er: JEF - os/as/,z DEEM APPD By.1 CMC Iw/ds/iz DRAWING. REv.No. NUMBER' 11645104 E—Ot t cAo BY, Ta Gt 04,2 MM:02 Vc. a 2 I x 3 5 O 2'5(+- 1/16) 1'10 is I'll 22 116 .. 116 5 O 2'5(+- 1/16) 12 19,63. 2'2 I'll 1'10 I 19'6 TO RDGE 19% TO RIDGE 39'0 Oa TO OUT OF GRT LINE RIGID FRAME CROSS SECTION. AT FL'S. 1 & 2 FFMLE 1M 11645104.OU 04/04/12 10.37 NOTE: THE FRAMING AS DEPICTED IS NOT DESIGNED TO .ACCOMMODATE ANY FUTURE EXPANSION. HARBOUR RIDGE T-SHED FUEL/WASH PAD BLDG. E 0 u N0. REVISIONS MADE CKD DATE ENGR GATE N0. REVISIONS MADE CKD GATE ENGR DATE I ORANING SU6NRTAl TT"^n - g�yl F; NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD.FOR PALM CY, FL RICHARD K. DAMS CONSTRUC AMERICAN BUILDINGS COMPANY 1 REV. FOR CONSRUCDON rJ W 04/05/12 WC 04/16/12 h] FOR GDN91RUGDON po wlu- FOR PEW.IR alit FT1R FlmnnNFRY ORRNTI m: Tr C11ECJ(ED 9r: .IEF - E04/O05/12 DEsmN AF'PD fir: cub DRAWING. NUMBER' RLVNO• 11645104 E-02 1 ran er: ra o4 a t2 1o,u:o2 vim. 36.2 40'0 OW TO OUT OF PURLJN LINE VO I 3010 2 SO EW. O'IWiG ((e2�212-/O.OF'1 E.W. O'HANC T2Z 2EOu.� CP3­12-\ c Tear �wi 53 S3 S3- DR 36.0 52 \ 52 /52I IPFSL SI y Sf y I S1C1-14 IPFBI. PFBR I I I PFHR S2 /// S2 \\\ 52 / S3 F915 36.0 53 S3 \ CPB-2-/ -EAVE SINUf UNE (SEE SW.) 76 7'6 T6 122140.OP1 f61 OWED CAL U.N. 5'0 30'a 5.0 E O'HANC E.W. O 'H.WCC 1 2 L 40'O Off TO OUT OF PURUN UNE r S1 - 9(9C14- 7_10 1/4NN. ROOF FRAMING PLAN S52i = 9C11�1Al /6NN THIS ROOF SYSTEM DESIGN USES ANTI -ROLL CUPS INSTALLED AS SHOWN IN SECTION RF50/AA (uphill) OR RF50/AAA (downhill) AND RF51/BA ON DRAWING SED-002. LOCATIONS ARE INDICATED ON THE ROOF FRAMING PLAN. ���777Clip Mark Number is: CL-14 �-It' NOTE: ALL ROOF PANEL RIB TO PURUN INTERSECTIONS JT REQUIRE FASTENER(S). �FDE-2 d-FDE-2 \ \ \ \ \ \ \ \ \ \ \ \ \ \ Y Y Y Y Y Y Y Y Y Y Y Y Y Y m 0 P_ 01 d ci00 r Y S 1 1 Y 1 Y Y Y Y Y 1 I 1 6 6 N N N N N 6 6 LL 6 6 N N 3 3 3 3 3 3 3 3 3 3 3 3 3 3 14 L3OFR241 Y Y Y Y Y Y Y Y Y Y Y d 0 W 0 T Y 1 Y Y Y Y Y I I Y Y I 1 I 6 6 2 2 T 2 2 6 1 6 d 1 1 d 3 3 3 3 3 3 3 3 3 3 3 3 3 `FDE-2 ROOF. SHEETING -PLAN `FOE-2 HARBOUR RIDGE T-SHED FUEL/WASH -PAD BLDG. E -. _ .. N0. REVISIONS IKODEICKVI GATE IENGRI DAIS INO.1 REVISIONS INAOEICKVI DATE—FENDATE—Fe—Ml GATE I ORNNNC SaeMIffA1 SCALE: NONE DATE I REV. FOR GONSIRUCnON TJ NIR 04/06/12 cuc 04/16/12 SfAfo6 - HARBOUR RIDGE PROPERTY OWNERS AS �•� �Pco noN uRAwn er. TJ . w/05/12 12600 NW HARBOUR RIDGE BLVD. I I FOR PFH1R ONLY d1EC10D FD': Jff O4/OS/12 PALM CY, FL AMERICAN BUILDINGS COMPANY [ ] FOR DESIGN APFro ar: cuc 04/05/I2 RICHARD K. DAMS CONSTRUC DRAWING. REVAO. r>D W.. IJ O4 04 12 1m44:02 Vm 38.2 NUMBER' 11645104 E-03 1 (i)12G6-20.0. (B)a-zl, (1 fzs�-1 7)12G6-20.0. (B)CL-21. (I)Rr� I r[15)M-152 W'/(1S)RSF-. i15)FJ2 k (77RCLI r iZ)TR1-15.2 W/(1.S�ftg-t. (1S)FJ2 t 1 ,R0�1 I (57NEG-2 TOM k TRECL 1 TCB1R h TRECR I 19'6 1 1916 U 39'0 OUT 70 DUT OF GW INE ENDWALL FRAMING AT FRAME LINE 1 NOIB THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMOOATE ANY FUTURE MANSION. TMIL 3 19'6 39'0 OUT TO OUT OF GIRT DNE ENDWALL FRAMING AT FRAME LINE 2 NOfE THE FRAMING AS OEPA^IEO A13or ISNOT DESIGNED 1D ACCOYMOWE ANY FUTURE MANSION. ENDWALL FLASHING AT FRAME LINE 1 VCL-21. MRS" k (15)NEC-2 (15)RSF-1. (1.5)FJ2 (B))CL-21, (1)RSA-1 W/(IS)RSF-1. (1.5)FJ2 h (1S)MEC-2 -------------------- r-TCBIR J: TRFLR ENDWALL FLASHING AT FRAME LINE 2 HARBOUR RIDGE T—SHED FUEL/WASH PAD BLDG. E NO REVE30N5 MADE c D DVE ENGR OATS NO. REVSIONS IMADEICK-DI DATE IENGR DATE DRAWMO-SllUM& SCALENONE DATE I REV. FOR COWMCDDN TJ NIX a/06/12 cuM•/ c D16/12 6TA HARBOUR RIDGE PROPERTY OWNERS AS [•I FOR W1si =ION JDRAWN EFY.1 TJ 04/05/12 12600 NW HARBOUR RIDGE BLVD. [ ) FOR APPR `O,,y JEF 04/05/12 PALM CY, FL [ ) MR FDt10T owx AMERICAN.BIIILDINGS COMPANY [ 7 rva FRD1Imav:r IDESM APPD M.1 CYc o4/05/12 RICHARD K. DAVIS CONSTRUC DRAYnNG. REVND. CAD BY: TJ 04 04/iz 10w:w V;. 362 NUMBER• 11645104 E-04 1 m rGE-1R r(S)=i W/(3)iFTJ91, (3)IM k (33)W-15.2 _ _ GE-1L1 SIDEWALL FLASHING LAYOUT AT LINE A r1EBSS3-39.11 1/2P1 `RR-0101 RR-0101J 50 3VD 5'0 Ew. D'HANc Ew. OWNS 1 2 L 60'0 Our TD Our OF GIRT LINE F SIDEWALL FRAMING PLAN AT LINE A EiM-1R r(3)TGT1. W/(3)TFO91, (3)7FSE 3 (3)FSJ1-152 GE-ILF SIDEWALL FLASHING LAYOUT AT LINE C Ew. I\-RR-M01 40'0 OW TO OUT OF GDR LINE SIDEWALL FRAMING PLAN AT LINE RR-Ml1 PORTAL FRAME SPLICE BOLT TABLE SPLICE DIY SEE DEPM CLEAR AT SPLICE A B 3/4 K 2 2.2 3/4 1511 1/2 B B 3/4 % 2 2'2. 3/4 13.11 1/2 C 4 1/2 % 2 5 7/8 N/A D 4 1/2 % 2 5 7/8 N/A -VIMC IMC 4 ----- _------------------------------------ ----- T PR-0501 RR-OWt joI B RR-DWl PFBL(FS.) A PFBR(FS PFBR(NS.) PFBL(NS RI-ml-/ LpC-D5o1 510 Ew. O'HANG 30'0 CONCRETE MAND (NOT BY ".C) M-O5U1 W-O4D1 s'D E.W. O'HANC 40'0 DX TD Oa OF GIRT LINE SIDEWALL FRAMING PLAN AT LINE B HARBOUR RIDGE T-SHED FUEL/WASH PAD BLDG. E N0. REMSON5 161ADEICWD I DATE IENGRI DATE I NO.1 REVISIONS IMADEICK'Dj DATE JENGRI DATE I DRAWING 9BLDRAL SrA^ I gPAIF; INONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC AMERICAN BUILDINGS COMPANY I M. MR CONSIRUC11Dx I TJ I Hnc I D4/DB/12 CNc 1 04/16/l2 I•] FOR GGNsmuDlax C ]FOR APPROJAL [ ]FOR PFR1Bf Drrlr [ ] FOa PRETJWBARY DRAWN er. TJ "/05/12 CIECIG=D S.JEF - 04/05/12 DESGN APPD Bh CW^, oa/Ds/Iz DRAWING. NUMBER' aEv.NO• 11645104 E-05 I CAD BY: TJ 04 04 12 1D:44:04 Vim. 3B.2 RIGID sum IT�nVlax SLAY 'AL p GFM !F ALL M)A05 HNC 1RRID BY AH ME Q YiTNE Ofltf£ qID WH¢5 AM iFS.T GFM OF YT9Y. LOI➢S THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF OR WALLS IS TO HAVE THE PRIMARY FRAMING PLUMB AND SQUARE FOR BEST RESULTS, R IS RECOMMENDED THAT A TRANSIT BE USED WHEN ERECTING THE STRUCTURAL STEEL BE SURE TO READ THE GENERAL ERECTION GUIDE PRIOR TO COMMENCING ERECTION. SAFETY NOTES: THE METAL BUILDING SUPPLIER STRONGLY RECOMMENDS THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE LOCAL STATE AND FEDERAL SAFETY AND HEI3.TH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP ENSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY TELEPHONE NUMBERS, LOCATIONS OF FIRST AD STATIONS AND EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL'EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES, THE USE OF HMO HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL AND SAFETY NETS WHERE POSSIBLE ME RECOMMENDED ERECTION PRACTICES. THE METAL BUILDING SUPPUER INTENDS THAT THESE DRAWINGS BE INTERPRETED AND ADMINISTERED WITH SOUND JUDGMENT CONSISTENT WITH GOOD SAFETY PRACTICES. ALL SAFETY PRECAUTIONS. OSHA SAFETY REQUIREMENTS, OR ANY OTHER APPROPRIATE SAFETY REQUIREMENTS, CUSTOMARY OR STATUTORY, MUST BE ADHERED TO, TO ENSURE MAIQMUM WORKER SAFETY. IF OIL OR OTHER SUPPURY SUBSTANCES ME SPILLED ON THE ROOF/DECK PANELS, WIPE THEM OFF IMMEDIATELY TO PREVENT SUPPING OR FARING. YOU SHOULD MAINTAIN A FIRM, SAFE POSITION WHEN USING ANY TOOL YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE ROOF EDGE WHEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON THE ROOF AREA DO NOT UNDER ANY CIRCUMSTANCES STEP OR WAY( ON THE SURFACE OF ANY nsERGU55 SKYLIGHT. IFFOOT TRAFFIC IS NECESSARY OVER SKYLIGHT, USE WALK BOARDS THAT ME PROPERLY SUPPORTED BY THE BUILDING PURUNS. W 0n A3 HEAD BOLT oIUJETER DIMENSION W BUILDING. ALIGNMENT _ GE01 I SAFETY COMMITMENT GE70 I ASTM A325T BOLT IDENTIFICATION MF01 AA AA AA BOLTED JOINTS: BOLTED JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS-, JUNE 30. 2004. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. UNLESS NOTED OTHERWISE ON THE MC ERECTION DRAWINGS, ALL A325 BOLTS ME USED IN CONNECTIONS DEFINED AS SNUG —TIGHT JOINTS (ST). FOR INSTALLATION IN SNUG —TIGHT JOINTS, ALL BOLT HOLES SHALL BE ALIGNED TO PERMIT INSERTION OF THE BOLTS WITHOUT UNDUE DAMAGE TO THE THREADS. BOLTS SHALL BE IN ALL HOLES WITH NUTS THREADED BEFORE COMPACTING THE JOINT TO THE SNUG=TIGHT"POSITION; PROGRESSING SYSTEMATICALLY. MOM THEMOSTRIGID PART -OF THE JOINT. THE SNUG TIGHT CONDITION IS THE TIGHTNESS THAT IS ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR THE TMLL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH SO THAT THE CONNECTED PILES ME SOURLY SEATED AGAINST EACH OTHER, BUT NOT NECESSARILY IN CONTINUOUS CONTACT. MORE THAN ONE CYCLE THROUGH THE BOLT PATTERN MAY BE REQUIRED TO ACHIEVE THE SNUG —TIGHT COMMON, NhTRIp MPUCMLE WHEN THE SEISMIC RESPONSE MODIFICATION COEFFICIENT, R. IS TAKEN GREATER THAN 3. NOTE THAT LOADINGS FROM WIND OR SNOW ME NOT CONSIDERED SIGNIFlCMT LOAD REVERSAL dR FATIGUE LOADINGS. SLIP CRITICAL JOINTS ME REQUIRED WHEN SUP IS DETERMINED TO BE DETRIMENTAL TO THE PERFORMANCE OF THE STRUCTURE' INSTALLATION METHODS PERMITTED FOR PRETENSIONED AND SUP —CRITICAL JOINTS INCLUDE TURN OF THE NUT PRETENSIONING, CALIBRATED WRENCH PRETENSIONING, TWIST —OFF —TYPE TENSION CONTROL BOLT ASSEMBLIES, AND DIRECT -TENSION —INDICATOR PRETENSIONING. PRETENSION VALUES EQUAL TO OR GREATER THAN THE VALUES USTED IN THE BOLT PRETENSION SCHEDULE SHAY BE PROVIDED. FOR ACCORDANCE WITH T TURN —OF —NUT PROCPRETENSIONING, T ALL BOLTS .'TVJL FIRST BE TIGHTENED IN THEN BE ROTATED WITH THE SNUG —TIGHT PROCEDURE THE NUT OR HEM M MEDULEP SHALL THEN BE ROTATED BY THE AMOUNT SPECIFIED F THE -BOLT PRETENSION SCHEDULE PROGRESSING WRENCH FRON THE EDST RIGID PARE OF THE JOINTS THE PARE NOT TURNED BY THE WRENCH SHALL BE PREVENTED FROM ROTATING DURING THIS OPERATION. ASTM A325 BOLT PRETENSION SCHEDULE BOLT DIA tlb SPECIFIED MINIMUM BOLT PRETENSION NUT OR HEAD ROTATION FROM SNUG -TIGHT CONDITION Lb544, 4Eb<LhSBdo 1/2.0 - 12 KIPS 1/3 TURN 1/2 TURN 3 4.0 - 28 KIPS 7/8.0 39 KIPS 1'0 - 51 KIPS (Lb- LENGTH OF BOLT) INSPECTION: INSPECTION REQUIREMENTS FOR SNUG —TIGHT JOINTS CONSISTS OF VERIFICATION THAT THE PROPER FASTENER COMPONENTS WERE USED AND THAT THE CONNECTED ELEMENTS WERE FABRICATED PROPERLY. AFTER ASSEMBLY, IT SHALL BE VISUALLY ENSURED THAT THE PLIES ME SOLIDLY SEATED AGAINST EACH OTHER. BUT NOT NECESSARILY IN CONTINUOUS CONTACT, AND TUT WASHERS, IF REQUIRED; HAVE BEEN USED. NO FURRIER EVIDENCE OF CONFORMITY IS REQUIRED. FOR TURN —OF —NUT PRETENSIONING. IN ANDIRON TO THE INSPECTION REQUIREMENTS FOR. SNUG -TIGHT JOINTS; THE INSPECTOR SHALL OBSERVE THE PRE —INSTALLATION VERIFICATION TESTNG AND MONITOR THE WORK IN PROGRESS TO ENSURE THAT THE BOLTING CREW PROPERLY ROTATES THE TURNEDELEMENT BY THE AMOUNT SPECIFIED IN THE SCHEDULE. ALTERNATIVELY, WEN THE FASTENERS ME MATCH -MARKED AFTER INITIAL FT —UP (SNUG —TIGHT CONOMON), VISUAL INSPECTION IS PERMITTED. THE SIDE OF NUTS AND BOLTS THAT HAVE BEEN IMPACTED SUFFICIENTLY TO INDUCE THE MUTIMUM PRETENSION LOADS WILL APPEAR SLIGHTLY PEENED. NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED. BOLT INSTALLATION & INSPECTION.. NOTES MF91 1/2.0. 3/4.0.. 7/8.0 & 1.0 STRUCTURAL BOLTS (A325) AA HARBOUR RIDGE T—SHED DRAWING SUBMITTALI SCALE 1-1 FOR CONSIROCDDN DRAWN 8Y:I Ti [) MR APPROVAL CHECKED BY: [ ] FOR PERMIT ONLY [ 1 FOR PREUNRURY DESIGR MPO B PAD BLDG. OATS HARBOUR RIDGE PROPERTY OWNERS AS t/us/12 12600 NW HARBOUR RIDGE BLVD. $/m/12 PALM CY, FL I/a5/12 RICHARD K. DAMS CONSTRUC 11645104 SED-001 ;d>♦:Nilii —EYE BOLT BEVEL TYPICAI • n �Z 4 • �C/l CABLE GRIP J • COLUMN/RAFTER FLANGES OMITTED FOR CURRY. WOOD RIGID FRAME 9YEIY nnssomaw bd P NLM Bas31a To BE A F.G 1Nw+o To line 851XM no: Roa, wo. 9CVID w 2' a3N.WPIp.,T TWA RAR. 2' 2' NOTCH Straight pudins are a necessity. Zee sections have a natural tendency to roll out of plane and deflect horizontally. This must be corrected by forcing the puffins into proper plane and spacing. Wood blacking is recommended as one method W accomplish this. Typical construction of wood blocking is shown above. A 2 16 minimum board size should be used. Refer to the cross section framing allowing. that accompanied the building to determine the partin size and spacing. Measure the pudin flange and cut notch in board accordingly. PP y�yLdl licr'm Pi,cWn Before installing the roof panels and insulation, be certain that the pudins arc straight and at 99 to the slope of the root Use wood blocking to assist with parks alignment H adjustment is needed. Start with one row of temporary blocking in the center of the bay. Use additional rows of blacking if,needed to maintain straight Pudlns. As sheeting progresses to within one Panel - width of the blacking it should hold the pudins in alignment allowing the blocking W be removed. Mo9e blocking to nest bay as the erection pragresses. PURLIN BLOCKING CABLE/ROD BRACE DETAIL BRO1 BOLT REQUIREMENTS FOR SECONDARY FRAMING CONNECTIONS BS01 GE02. AA a RAPIERS I AA I AA END BAY SAVE STRUT EAVE STRUT BRACKET ' (SHOP WELDED) W1101 6lAHGE lI1.W1E4 YCQ6WIY BWMING GNME DOUBLE DIDID BIT pEGWRD AµY,1FD 9A,1, ] , MTIX ,/S' AViT 9YT Tart LNFFD.YB�R9 , N.1tl ,YI /3I5} vour PEQY® FOR 1/ ,n YEY EQU (REQUIRESIM¢ lam tin NE x 1 I6 11, Y9]18 M{9 fE I 211•A2g T 1•F]Ri IS 1 Y' J 18 9 6E 1 • S 1 1 % 1 1/4 ♦ in x 1 14 ASAT 3/8' 12 Ira s VI. DEI 11 'A % 1 3116 9VIE in x 1.1 ♦A325T 18 % R ] 16 AM9 aE 1 S AIIIt Y 1 1 { A)SSi 15 ] T5 1/ 1 T 3 ] I6 M{9 aE Y A] X 2 - 13 1 I ] 16 9 aE 1 12 FJYJT Man X A]]ST x a „ sE a TEOIWiS wfIDEO PAFlFR C,IK F9fl Ptaaal ATl/Qi6l,T 4 11 NOTE. ONE A 10BL 11gJ' ¢4, TAPPED flidd6 R!Au : TI2 USE OF call, WtUt 6IDS CABLE wala�Ps snwlDavays . I PURLIN Qa.£5 W211 NIlaILY. MnsL AIRAY£5 WM 9WP Am 1/12 HVIXNUT �2�/ (4) REQUIRED PER SAVE SRtUT END CONNECTION 1/2 X 1 1/4 A325T/ 1/2 HVHX NUT AMI—ROLL CUP CL-12 = 8' PURUNS CL-13 = 9 1/2' PURUNS CL-14 = 12' PURUNS ROOF MAN FAASSTEfla1Nf (S) 1/2 11 RI% 1 1/4 A325f/ {4 ORFORFVNOES> 7/16' — 1 L=, 77(221HHMAX NUr 25T/ ANTI —ROLL CUP CL-12 = 2' PURUNS CL-13 = 9 1 /Z(FPURUNS M SIDE) RAFTER CL-14 12' PURLIN$ ENDWALL 0 PANEL — PURUN CORNER COLUMN) V vt spa wrt waax vttTY FlaI, MAY V 6LwAR wva osx• w�Rmm sIE sum PI¢cwnlan: (TYPE OR euclwe SCIEs GAOL oRass LOW/HIGH SIDE EAVE STRUTCONNECTION(BYPASS GIRTS) RF32R ANTI —ROLL DETAIL UPHILL RF50 ANTI —ROLL DETAIL RF51. ALL RARER/COLUMN FLANGE WIDTHS - AA RIGID FRAME RAFfER - A({ ENDWALL RAFTER LONG SPAN III PANEL BA HARBOUR RIDGE'T-SHED-FUEL/WASH. PAD.BLDG. E ORMOND Sueurt SCALE: NONE DATE STATUS HARBOUR RIDGE PROPERTY OWNERS AS (•] FOR caiismuaoaN DRAWN W. TJ 04/05/12 12600 NW HARBOUR RIDGE BLVD. I. ]FOR lPPROVAL - CHECKED BY: JEF 04/05/12 PALM CY, FL I; ] FQR PER11R ONLY (] FOR PRE1LIPf6RY oESGN Mpn By.1 cuc w/DS/12 RICHARD K. DAMS CONSTRUC 11645104 SED-002 RIDGE BRACE (TYP. THIS CHANNEL LOCATION) SNEIY PNTtwlun: NOTE. FIELD REQUIRED RIDGE BRACE CHANNEL. r& PN NL Boas, SEE DWELDDING 9.5C14—LENGTH STRUCTURAL FASIENER(S) SEE SR96YAA SRU111 FASIENER(Sjj 1/2 % 1 1/4 A325T/ IGID FRAME *BRACE CHANNEL Q12XI 1/4 (2) ,12X1 1'/ 1/2 HVHX NUT FTER AT SP CINGSPWITHN �(2) 5/8' MIN. EDGE 018f. 5/8' MIN. EDGE DIST. WITH (2) HT WASHERS (ONE UNDER THE BOLT HEAD PURUN / GIRf , ANTI -ROLL CUPS) AND ONE UNDER THE NU1) WELD MOLE BRACE TO THE TOP RANGE OF ITHE 0 0 RAFTEN OR FIELD DRILL 9/I6'0 HOLE 1 1�4' FROM WEB AND CONNECT WITHPURUNS I 1/2 0 A325T BOLT wiN 1/2 HVHX NUT BRACE ANGLE .0'0 SBA1__ U ry) F _________________________________CPB-1 4,i __________________�(TYP CBPORTAL FIELD ATTACH FIELD ATTAC FRNTE BRACE i FRARAFTER JCOWMN ib' TIIBICX FASTENER(S) STRUCTURAL FASIE (2) #12X1 1/4 (2) /12X1 1/ - .'ATTACH '� PFB STIFFENERSTRUCTURAL 3/4 % 2 A325T/ J/4 (SEE DETAI .4 • * * * * �� SfRln FRAME BRACE PB-_ BOTH SIDES 1/2 X 1 1/4 A325T// IF REQUIRED BY DESIGN AS NOTED ON 1/2 HVeU( NLff THE BUILDING ERECTION DRAWINGS _ RIDGE SPACING (NO WASHERS REQUIRED) TYPICAL BAY *NOTE. RAFTER OR COLUMN PoRTAL FRAME SPACING AND LOCATION AS REQUIRED BY DESIGN. BRACING KEY PLAN BR90 DETAIL AT RIDGE PURLIN BR94A FRAME BRACE_ BR17. PORTAL FRAME KNEE FRAME BRACE BR22 8', 9 1/2' & 12' PURLINS W/THROUGH-FASTENED ROOF BA 12' ZEE PURUN BRACING AA FOR BYPASS PURIINS / GIRTS AA IAA ADDED STRUT PURUN RIGID FRAME RAFTER USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER (IF RE0'D) ____---� OUTSIDE FLANGE WILL ALLOWMOISTUREBLOCKINGPLACED THROUGH -FASTENED ROOF ___----' II II PEEPROVIDE ADDITIONAL AIR COVER THE STACKED BUNDLES WITH ATARP OR PLASTIC COVER LEAVING ENOUGH ________________________________________________-- ___________________ WELD ANGLE BRACE TO THE TOP FLANGE OF 1 1/C OPENING AT THE BOTTOM FOR MR TO CIRCUTATB ----� ---__-_- THE RAFTER OR FIELD DRILL 9/16'0 �_ _ ____---^ HOLE 1 1f4' FROM W® AND CONNECT WTRi 1/8 ----^- 1/2 0 A325T BOLT wiN 1/2 HVHX N07 w'nr PIiEGWIGN: _____________________ __________ • ____ __ PoRTALFIELD BEND PM- FRAME BAT STIFFENER AND RAFTE___—____ --RACE STIFFENER ANGLEA %nRT& STIUCRIRA FASTENERS) SBA1((1)) ARCHRECN IR�ANEDBHOWN $12X11/4ATTACH PFB_ TO COLUMN 1YP.EACH PURUN U.N. STIFFENER USING (1) „ " MULTI RIB SIMILARSTRUCTURAL FASTENER(S) 3/4 % 2 A325T/__ TARP OR PATIC COVER6' MIN (3) d12%1 1/4 3/4 HVHX NUT'- COLUMN USE SPACERS BETWEEN BUNDLES1"PORTAL BLOCK ABODE GROUND RIGID FRAME COLUMN TIE DOWN SECTION "A —A" - BRACING WITH THROUGH —FASTENED ROOF. BR97 PORTAL FRAME KNEE BRACE. AT RAFTER FLANGE BR22A PANEL STORAGE. GE51 CONNECTION FROM PORTAL STIFFENER TO RAFTER TOP FlNJGE AA LONG SPAN III, ARCHITECTURAL III, AND MULTI -RIB PANELS AA LAP DETAIL BA .. HARBOUR RIDGE T-SHED 'FUEL/WASH PAD. BLDG. E 40. REVISIONS I MADE CKD I DATE JENGRI DATE I NO.1 REVISIONS MADE CKD MTE IENGR DATE DRRMNG SUBUITIA. SIA115 SCALE: NONE DAIS HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC AMERICAN BUILDINGS COMPANY 1 REV. FOR CONSTRUCTION TJ NTK a/os/12 cuc 04/16/12 [•1 MR CONSTRICTION [ ] FOR P [ ]roR PERMIT ERMrt aar [ ] FOR PNELimwARr DRAWN BY: Ti 04/05/12 - CRECKEO ar: REF - 04105V12 DESIGN APPO BY. 1 CMC 04/05/12 DRAWING NUMBER:11645104 SED-003 I REVAO. 1 CAD BY: TJ 04 04 12 16:OSA4 V.. 38.2 • CTS • DOWNSPOUT FDS-14.4 GUTTER BLIND RNET 1/8 RNLT ALONG DASHED LINE :UT ALONG SOLID UNE GUTTER ELBOW FDE-2 DOWNSPOUT TURNOUT DOWNSPOUT (FIELD mFT) DOWNSPOUT TIER ELBOW FOE-2 ELBOW FDE-2 DOWNSPOUT RETURN CTS 1/8 TUBE BOND RIVET 6 REQUIRED 1/8 RIVET DOWNSPOUT FDS-14,4 OR BLIND RIVET (6) 1/6 RIVET EAVE DOWNSPOUTS DOWNSPOUT CUPS (FDC-2) 10 1 K. FDS-14.4 & 3 PC. ME-2 2 12' 1 PC. FDS-14.4 & 3 PC. FDE-2 2 14' 1 PC. FOS-14.4 & 3 PC. ME-2 3 16' 1 PC. FDS-14.4 & 3 PC. ME-2 3 IF 1 1 2 PC. FDS-14.4 & 3 PC. FDE-2 4 20' 1 1 2 PC. FDS-14.4 & 3 PC. FDE-2 4 22' 1 1 2 PC. FDS-14.4 & 3 PC. FDE-2 4 24' 2 PC. FDS-14.4 & 3 PC. FDE-2 5 26' 2 K. FDS-14.4 & 3 PC. FDE-2 5 28' 2 PC. FDS-14.4 & 3 PC. FDE-2 6 30' 1 2 FC. FDS-14.4 & 3 PC. FDE-2 6 32' 1 2 1 2 PC. FDS-14.4 & 3 PC. FOE-2 6 34' 2 1 2 PC. FDS-14.4 & 3 PC. FDE-2 7 ]6' 2 1 2 PC. FOS-14.4 & 3 PC. ME-2 l W 1 3 PC. Ma-14.4 & 3 PC. FDE-2 I B An 1 3 PC. FDS-14.4 & 3 PC. ME-2 I B DOWNSPOUT OUTLET DETAIL 1 GT01 DOWNSPOUT DETAILS GTO8 RIVET LOCATIONS AT DOWNSPOUT LAP OR ELBOW CT04 DOWNSPOUT SCHEDULE AT OPEN SIDEWALL GTO6 AA AA AA AO FLANGE HACK GUTTER TGTI BUND RIVET (12 REO'0.1PER LAP) (2) 1/4'0 BEADS SEAL ` T�P' LAP FLANGE BACK GAINER ' TCF_ GUTTER TGT1 GUTTER LAP BUNG RIVET (/8 RIVET PER LAP) FASTENERS AT GUTTER LAP AND ENDCAP CUP COVER TRIM ) AT PANTED ROOFS ONLY) CUP COVER TRIM ) AT PANTED ROOFS ONLY) GUTTER ENDCAP GE-1 f PLACED IN FLAT OF PANEL ENSURE ATTACHMENT OF SCREW THROUGH EAVE SUPPORT TRIM. SPREADER BAR srAr uTss a ixe aria or alms _ _ _ _ _ _ eeae uwm et Nrc irvT urlae _ _ _ OEN2 9E SLIS i0 NFID HINDS AKI F¢r ar u av uaixc �nms _ _ _ DETAIL 'A' RIGID FRAME PURUNS ,BLOCKING (TO PREVENT PURUNS PACKAGE FROM ROLLING OVER UNDER WEIGHT OF PANEL PACKAGE) PUIIIIN ➢L ILLl11iIL •aILiL•a• RAFTER TO FACILITATE THE HANDLING OF THE ROOF PANELS, PANEL BUNDLES CAN BE UFFED AND PLACED ON THE ROOF IF LOCATED AT A RIGID FRAME AND WITH BLOCKING IN PLACE TO PREVENT THE PURUNS FROM ROLLING OVER DO NOT SLIDE BUNDLED PANELS ALONG ROOF FRAMING. WHEN LIFTING BUNDLED SHEETS MAKE CERTAIN THAT THE BUNDLE IS ADEQUATELY SUPPORTED. AS A RULE WHEN LIFTING. NO MORE THAN 1/3 OF THE LENGTH OF THE PANEL SHOULD BE LEFT UNSUPPORTED. REFER TO ERECTION DRAWINGS FOR THE ROOF PANEL MARKINGS AND STAGE BUNDLES ACCORDINGLY. THIS WILL MINIMRE PANEL HANDLING AND SPEED THE ERECTION PROCEDURE GUTTER LAP AND GUTTER ENDCAP FASTENER DETAIL GT07. GUTTER CLIP PLACEMENT DETAIL GT7 SA PANEL STORAGE ON ROOF RC54 AA AA I AA HARROLIR. RIDGF T—SHED FUEL/WASH PAD BLDG. E ROOF AND WALL PANELS GALVANIZED; PROVIDE ERECTION PERSONNEL WHICH MERIT CAUTIOUS WHEN HANDLING OR UNCRATING THE PANELS. UFT. RATHER THAN SUDS THEM APART. BURRING EDGES MAY SCRATCH THE COATED SURFACES MEN SHEETS ARE SLID OVER ONE ANOTHER. NEVER ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. ROUGH AND IMPROPER HANDLNG OF PANELS IS INEXCUSABLE AND A PRIME EXAMPLE OF POOR JOB SUPERVISION. CAUTION: PANELS ARE SUPPERY. OIL OR WAX THAT HAS BEEN USED ON THE ROOF AND WALL PANELS FOR PROTECTION AGAINST WEATHER DAMAGE WILL MAKE THEM A VERY SLIPPERY WALKING SURFACE WIPE DRY ANY OIL THAT HAS PUDDLED FROM BUNDLES STORED ON A SLOPE DEW, FROST OR OTHER FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS PANEL STORAGE NOTES RC95 AA NO. REVISIONS I MADE CK D DATE ENGR DATE N0. REVISIONS MADE CK D I DATE JENGRI DATE I DRAWNO SUBMITTAL STAB I Sr, r. I NONE DATE - BOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC AMERICAN BUILDINGS COMPANY 1 REV. FOR CONSTRUCTION Ti NTK 04/06/12 CMC 04/16/lz [•) Fm+ CQNSRtlIC110N [) FOR APPROVAL [ ) F'OR PERMrt orar [ ] FOR PREUMNA9Y DRAWN BY: TJ 04/05/12 CHECKED LTI". JEF o /05/12 DESIGN APPD BY CMC o /05/12 DRAWING. NUMBER' 11645104 SED-004 REVNO. ' 1 - CAD BY: Ti 04 04,12 16N)5.H)8 Va. 3M (BI 1CTGU�iTEORW cuP GUTTER CUP COVER TRIM SENEESURE ATTACHNEM OF SCREW THRWGN EAVE SUPPORT TRIM (REQUIRED AT PATCGCNTIEO ROOFS ONLY) TAPE NASRC __ __ ____________ (PLACE UNDER CUP) 3/4 TM i GUTTER CUP ______ 3' LENGTH LACED IN FLAT OF PANEL VARIES I ROOF PANEL EAVE SUPPORT TRIM ROOF FASTENER(S1(A� TFSE 1 PER GUTTER CU ME STRUT SEE CHART BELOW \ OPTIONAL FASTENER (A) CUTTER \\`MUST BE TGTI PRE -INSTALLED GUTTER CUP STRUCTURAL FASTENER(S) GC -A ' 3'-0' O.C. /12X1 1/4 1'-0' O.C. SAVE CLOSURE FLASHING BOND RNEf WALL MAIN FASTENER(S) • TFOS_ 1/B RNET /12X1 1/4 0 FLASHNG AND 2 -0' O.C. 1 5/16' 'J' FLASHING 1 -0' O.C. P WORK AS REQUIRED FSJI-�� T CREATE EIIDCAPS A, F PANEL ROOF FASTENER (A) ROOF FASTENER (B) LONG SPAN III l3P ty14 X J 4'1112 % 1 1 4' LOC SEAM LOC 14 % 1'1 #14 X 1' STANDING SEAV (S2P, S3P) 114 X 1 1 #14 X I- EAVE SUPPORT 71/{' NOTE: REOEW EAVE TRIM DETAILS IF FLANGE BACK GUTTER IS TO BE STRUCTURAL FASTENER ) USED AS THIS OPRON CHANGES THE Q12X1 1/4 SOHN I/Y LOCATION OF THE MASTC. 1 -0' O.C. { 1/7 NOT w DP R� CN pma N6w { 1/ maw Wm y sTxumn SPAN IN PANEL � ROOF TRIM FASTENER(S) d14 X 3/4 THE MASTIC (9) PER PANEL STRUCTURAL FASTENERS 12%1 1/4' EAVE CLOSURE FLASHING -O, O.C. NOTE INSIDE CLOSURES SAVE SUPPORT FLASHING ONMEO FOR CLARITY. EAVE STRUT STANDARD GUTTER DETAIL AT OPEN SIDEWALL EA01. EAVE SUPPORT FLASHING ATTACHMENT EAl0 FASTENER INSTALLATION AT EAVE EA26 AO ARCHITECTURAL 111. ARCHITECTURAL V' RIB OR LONG SPAN III WALL PANELS AA LONG SPAN III ROOF BA ALL ROOF PANELS NOTE: SEE DETAIL EA26M LONG SPAN III ROOF TRIM FASTENER(S) ROOF PANEL #14 X 3/4 INSIDE CLOSURE TAPE NASRC _ AOU M E�2 OFCOM LOSU E) TFSE SUPPORT FUSHING EAVE CLOSURE FLASHING TFOS_ EAVE STRUT • EXTEND FLASHING AND FIELD WORK AS REQUIRED STRUCTURAL FASTENERS) TO CREATE ENDCAPS77 �12 % 1 1/L • I I . V-D- O.C. 4 0 SECTION AT SIMPLE EAVE 1 EA04 LONG SPAN III ROOF / OPEN SDEWAU_ I BO 4 HARBOUR RIDGF T—SHFD FDFI /WASH PAD RI DC F NO. REVISIONS IMADEICKD I DATE JENGRI DATE N0. RENASION IMADEICKD I DATE - JENGRI DATE I UMWING SUBMITTAL ST^'� SGALE: NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICMU K. DAVIS CONSTRUC AMERICAN BUILDINGS COMPANY 1 REV. FOR CONSTRUCTION TJ NTK Dy06/12 CMc D4/16/12 L. FoPo6a mrsRlunoH ( 1 FOR PEAMR OI11.Y I ) t R PREIINRURY DMWN ar: TJ o4/os/T2 CHECKED BY.1 JET 04/05/12 DESIGN APPD BY.1 CMC 04/05/12 DRAWING. NUMBER' 11645104 SED-005 REV.NO. T GAD BY: Ti 04 a 12 16.a5;12 Va. 38.2 ROOF R ASHING I APS AND END TRANqMQN9 EXPOSED TO ROOF CONDITIONS 1. ROOF FLASHING LAPS SHALL BE SEALED WITH 3/4 X 3/16 TAPE MASTIC. 2. FIELD CUT FEB-10.0 BACKUP FLASHING TO REINFORCE FLASHING ENOLAPS AND TERMINATIONS. INSTALL FEB AS SHOWN IN CONNECTION DETAILS (INBOARD) OF MASTIC, CLOSURES AND SUPPORT MEMBERS EXTRA CARE SHOULD BE TAKEN: DO NOT EXTEND FEB Iwo THE MASTIC DO NOT EXTEND FEB BEYOND THE BUILDING ENVELOPE FEB EXTENDED BEYOND THE BUILDING ENVELOPE INTERUPTS THE GASKET CREATED BY THE CONTINUOUS MASTIC APPLICATION. ADJUST FIELD CUT FEB LENGTHS AS REQUIRED. 3. STANDARD FASTENER SPACING AS SHOWN ON CONNECTION DETAILS WLL NEED TO VARY TO ENSURE A COMPLETE GASKET SEAL AT SOME LOCATIONS. I' • INCLUDING (BUT NOT UNITED TO) THE FOLLOWING. • DECREASE STITCH FASTENER SPACING FROM 6' O.C. TO 3' O.C. AT FLASHING LAPS AND TRANSITIONS. EXAMPLES: RIDGE FLASHING TO RAKE CAP • HIP FLASHING TO TRCZ AT EAVE RIDGE CAP TO PEAK BOX • AT ALL EXPOSED ROOF FLASHINGS ENDLAPS INSTAL. A STITCH FASTENER THROUGH THE UPPER FLASHING 2 1/2'FROM THE ENDLAP. (SEE DETAIL RC35WAA) 4. VALLEY GUTTER LAPS SHALL BE SEALED WITH 2 X 3/16 TAPE MASTIC AND SHALL BE STITCHED WITH 014 ROOF FASTENERS 2' ON CEMER. QUANTITY WILL VARY WITH GUTTER SZE. 5. PREDRILL 114.0 HOLES AT UPPER AND LOWER FLASHING FOR 114 FASTENERS. DO NOT PREDRILL FEB BACKUP FLASHING. 6. FOR ROOF FLASHING LAPS NOT SHOWN IN DETAILS, THAT ARE EXPOSED TO ROOF CONDITIONS, USE THE FOLLOWING AS A GUIDE; • REINFORCE THE TOP SIDE OF ALL FLASHING ENO TRANSITIONS EXPOSED TO ROOF CONDITIONS USING 114. ROOF FASTENERS, 3' ON CENTER THROUGH MASTIC AND FIELD CUT FEB-10.0 (AS SPACE ALLOWS) FLASHING LAPS NOT SHOWN AND NOT EXPOSED TO ROOF CONDMON ]. FOR FLASHING LAPS NOT SHOWN AND NOT EXPOSED TO ROOF CONDITIONS, USE THE FOLLOWING AS A GUIDE; • USE 1/8 INCH BLIND RIVETS 3' ON CENTER: GENERAL REQUIREMENT 8. AU- FLASHING LAPS SHALL BE TWO INCHES. 33) CAULK FLASHING LAPS AND TRANSITIONS — GENERAL REQUIREMENTS FLO6 RAKE FLASHING V FL02 STANDARD GUTTER FL09 AA LONG SPAN III BA AA r '• HARBOUR RIDGE T—SHED FUEL/WASH PAD BLDG. E NO. REVISIONS MADE CKD DATE ENGR DATE NO. REVISIONS INIAUEICKu I DATE JENGRI DAIS I DRAWING SOHNrtTA1 SCALE: NONE DATE 1 REV. FOR CONSTRUCTION Ti Inc 04/06/12 CMC o4/16/12 �015 HARBOUR RIDGE PROPERTY OWNERS AS C•) FOR LONSI MGN ok 04/05/12 12600 NW HARBOUR RIDGE BLVD. C) FOR APPROPERMIT . 04/05/12 PALM CY, FLAMERICAN BUILDINGS COMPANY FOR PEFOII DratFOR PRE1WINNi1' CNC 04/05/12 RICHARD K. DAVITS CONSTRUC DRAWING.11646104 SED-006 REv.No.CAD W.. TJ t4 Vc. 38.2 NUMBER' 1 J B' MINU FIELD CUT 6" SECTION OF Ni11E ROOF h WALL PANELS ROOF TRIM FASTENER(S RAKE FISHING RAKE SUPPORT ANGLE 1 1/4' CR/IM.AG'TAPE MASTIC BACKUP FLASHING OMfIED FOR CLARITY. �14x3/4 GUTTER ENDCM (3) REQUIRED RSA-1RAGS "LF/IK 1/2 TM FEB-10.0 LONG SPAN IN PANELBA TAP RAKE ENDCAP AIJGN WTIH EAVE SEALLTDFR— ROOF PANELDIE-FORMED RIDGE TMMASTC T RAKE FLASHING\` GABLE ZEE CORNER CAPCEL ___ FIARHING RAKE FLASHING ..` :�`.... �''. �;•:,A I ROOF MAI®FAASXTENER(SRAKE s___TRt-15.2 6 O.C.__________—_—____ TR1-15.2 (NOT TO PASS TNRO(/GN PNBiJN)'fIF MAIN FASTENERS) GTmER....:3/4 TM�C STRUCURAL FASTENERSLE CLIP ` � UREIWWE CAULK `�— -'..- TAPE MASTIC812 TM(2) 1/2`` x1 1/ PER CL-21PURUN � 1/4'0 B .�URET1iANE •� '`- CAIJ LK 1/4'9 BEAD- T T `��iTRCL_ RAKE CAP SUN4 RNET GGfTSS PPORT Fl/SHING `� } f (12 REO D. PER J-�: K' I _____________—__________ --- WALL WALL "N FASTENER(S) 812 %1 1/4 I r 1 r I 1 ENDCAP] / RNEf `:� I WE SUPPORT FLASHING _ r 1 —0 D.C. WALL TRIM FASTENER(S) `. r BUILDING CORNER ' ONE RIVET r BUILDING CORNER ¢')4 X J/4 1 I (SEE NOTES) (10 REp40. PER (SEE NOTES) SUP ANGLE CUP 1 -0 O.CC, 1 BLIND RPJL NOTES: CAP BO%) CL-21 'J' FLASHING 1/8 RIVET 1. START AND STOP GUTTER AND RAKE FLASHING 1/8 RIVET i PURUN (1) PER PURUN FJ2 �`` �`1 (12 REQUIRED) AT BUILDING CORNERS AND ALIGN WITH OUTSIDE PURU EAVE CLOSURE FLASHING 1/4'0 URETHANE CAULK �`.1 EDGE OF WALL PANEL AT CORNERS. GABLE ZEE GABLE ZEE NEC-2 CATS 2 THE FIRST 10 FEET OF THE RAKE FROM THE CORNER V 80G6-20.0 ((8' PURUNS)) ROOF TRIN FASTENERS) �\ WALL TRIM FASTENER(S) SHOULD BE TEMPORARILY ATTACHED TO ALLOW MIUSMENT XFAp STRUCURAL FASIFNER(S) WALL PANEL NOT SHOWN 95G6-20.0 (9 1/2' PURUN53 STRUCTURAL FASTENERS) RAKE SUPPORT F1A411NO /14 % 3/4 /14 % 3/' WHEN INSTALLING THE CORNER BOXES. PERAIANENfLY ATTACH xgo �F12 % 1 1/d FOR CIARLTY 12G6-20.0 12' PURUNS) P=) P 1� 1�RUN RSF-1 (9 REO'D.) (3 REp'D. THE RAKE AFTER CORNER BOXES ARE INSTALLED. (2) pQL pL_21 RAKE DETAIL ` RA02 RAKE CAP INSTALLATION 1 RA03 CORNER CAP BOX INSTALLATION RA04W RAKE DETAIL RA05 LONG SPAN III ROOF PANEL / AT OPEN WALL I BO LONG SPAN III ROOF W/DIE FORMED RIDGE I BA LONG SPAN III ROOFS (UNNERSAL RAKE) AA EXPANDED VIEW OF RAKE CONNECTION / LONG SPAN III ROOF I BA ROOF STITCH FASTENER(S) ROOF NAN FASTENERS) HOOF PANII SEE DETAIL 'A' ROOF RAIN FASTENER(S) (iYP) ROOF 1WN FASTENER(S) (TIP) BOND RNETS �$14 X 3 4 / Q12 % 1 i/4 i'-0' O.C. NAJOR RIB LONG SPAN I11 PANEL ¢12X1 1/4 /12%1 1/4 1/8 RNFf (TYP) I I UNNEtSN. RAKE TRIM 1'-6' O.C. (SEE NOTE) MASTIC TN 1'-0. O.C. LONG SPAN III PANEL B' MINIMUM CRmrk' - ROOF TRIM FASTENER(S) �0 OF RIB 9) PER PANEL YINSULATIONHERS) SEARING (BY DRIERS) N ..... LK E CAULK ALL ROOF STITCH FASTENER(S) "14 % 3/4' RIB . .. ; i Br1�UND 14 X 3 - - N/A`TIC - _ _ _ _ _ .:..;. .:..::.: IL yc....: 1 5m �� 1 2 TN 1'-6' O.C. SEE NOTE) ------- ------- - ------_______ ROVERLAPPING ..... LOCATE O.C. FOR FIRST - ROM FROM PINE FOR ICE AND SNOW SNOW CONDITIONS. TIFF r p• (ryp, AT SIOELAPS) ROOF MAIN FASTENER(S) RXROOF PANEL SEE DETAIL 'A" MA DR RIB a _ y PURUN GABLE 2FE iT G ENDWAII RAFTER RO ROOF OF MAIN FASTENER(S) THE FIRST RUN OF PANELS IS NOW READY TO BE INSTALLED. BEGIN WRH THE EAVE PANEL INSFA LL X 3/4 ROOF PANEL 'A' THE FIRST EAVE PANEL WITH THE CENTER LINE OF THE OVERLAPPING RIB .EVEN WITH THE END OF RPHE ENDCAP WE SEE DETAIL PURUN THE END PURUNS. UNLESS NOTED DIFFERENTLY 3' PAST THE ON THE. BUILDING ERECTOR DRAWINGS, EXTEND ((A SIRING LINE EXTENDED THE THE LOWER SAVE TRECNAIOR RIB WILL HELP KEEP THE LINE STRAIGHT. LIFT OUT FROM THE LOWER END OF THE PANEL ENOUGH TO STRUT REMOVE THE PART A' RAKE ENDCAP SAVE TRIM PAPER CLOSURE BACKING FROM APPROXIMATELY 3 FEET AT THE EAVE PUSH DOWNWARD ON OF THE MASTIC ALONG THE TOP OF THE THE PANEL AT THE MASTIC LOCATION TO INSIDE INSURE THE PAR _S" T1PICer -FlS1FFiERTREC LAYOUT AT EAVE GABLE ZEE MASTIC; ZEE FASTENERS CLOSURE AND PANEL ADHERE TO EACH SHOWN. OTHER AND FASTEN THE PANEL WITH ROOF BOGS((e' PURLINS) AS UNIVERSAL RAKE ENDCAP INSTALLATION RA70 FASTENER LAYOUT RC05 NOTE: NOT INSIDELOAN 95G6-20.0 (9 1/2' PURUNS) 12Gfi-20.0 12' PURLINS) FIRST PANEL INSTALLATION LONG SPAN III ROOF PANELS RC11 BA LEFT HAND SHOWN - AA LONG SPAN III ROOF SA CLARITY. EAVE STRUT ROOF STITCH FASTENER(S) J14 X 3/4 TAPE 1/M 1/MASTIC MAIN FASTENER(S) x 1 1/4 R DIE FORMED RIDGE PANELS ARE TO BE INSTALLED AS EACH SIDE OF THE ROOF IS SHEETED. THIS WILL AD IN KEEPING BOTH SIDES OF THE ROOF ALIGNED. AFTER HAVING INSTALLED A RUN OF PANELS ON EACH SIDE OF THE ROOF. APPLY MASTIC TO THE PANELS AS SHOWN AT LEFT. SET DIE FORMED RIDGE PANEL IN PLACE AND INSTALL LAP AND PURUN FASTENERS APPLY MASTIC ALONG THE TOP OF THE LEADING RIB TO PREPARE FOR THE NEXT SIDELAI'. DIE FORMED RIDGE SHOULD NOT BE USED ON BUILDINGS WITH ROOF PLANES GREATER THAN 75' WIDE. - TAPE MASTIC 1/2 TM MUM SVEIY FlSCWrgR FAOI.W]RQR sldAn E .wm v P wix an uxsEouuu FIB RI u$ TIE 54TFTAVO'NpST : ff PANELS .:. PR W YCIM1E � MELR91 T:MN W 6. SPAN N PANEL PURUN DIE FORMED RIDGE INSTALLATION RC30 LONG SPAN III ROOF PANELS BA F RIDGE RIDGE DETAIL R_C31 . HARBOUR RIDGE T—SHED FU LONG SPAN IT ROOF W/DIE FORMED RIDGE BA ' - - E TTDATE.... OWING SUBMITTAL ST" SCALE: NONE. DATE. HARBOUR RIDGE -PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC /12 cMc o4/s/,z [•1 FOR CONSTRUCTION [ 1 FOR APPROVAL [ ) FOR PERUM ONLY C ) FOR PRLKOHMa' DRAWN Br: rJ 04/05/12 CNECIOD BY: JEF W 12 DS / /. 061GN .APPD BY: cNc a In; /t2 PAD BLDG. E 11645104 SED-007 1 ROOF TRIM FASTENER(S) 814X SDRF � 3/4 TM 3' O.C. (UNLESS OTHERWSSE NOTED) UPPER ROOF FLASHING TAPE MASTIC PIECE 'B' � LOWER ROOF FLASHING PIECE 'A' BACKUP FLASHING J FES-10.0 'FIELD CUT TO LENGTH 'LENGTH REQUIREMENT DETAILS - 1� RIDGE/HIP; RC33-1 PARE/HIGH SIDE EAVE; FLOC 2. HOLES MUST BE DRILLED PRIOR TO APPLYING MASTIC. TEMPBRARILY LAP PIECE 'S' OVER PIECE 'A': PRE -DRILL THE REQUIRED NUMBER OF 1/4'0 HOLES THROUGH BOTH 'A' & 'B' PIECES OF ROOF FLASHING BUT NOT BACKUP FLASHING. SLLBE.PIECE 'S' BACK AND APPLY TAPE MASTIC AND BACKUP FLASHING ON PIECE 'A' AS SHOWN. LAP PIECE 'B' OVER PIECE 'A' BEING CAREFLL TO ALIGN HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS ALONG ROOF CONDMON. SECTION THROUGH ROOF FLASHING LAP RC35A AA OVERLAPPING RIB; %� UISIDE (THIS RIB OVERILP��----- PRECEEDING PANEL) —J BEARING IEG� `- BEARING LEG `• (BEARING LEG GIVES SLPPORr TO SIDELAP) ROOF FASTENERS SPECIAL CONOIRON FASTENERS 1116 112X 11 a 112X I1/! I If P(YYNY.SFIf U.eLLNC xq nEN STAVNl10 31i OxOLxE IQf w 9YA HpD SIF [iOLNC W@fN 51Q1 Mll xFM FASIpIw Y11H WASMR FASNBH Y1M WA91FA FASIFNw X Y' 0 TY^xx x4 71XX1 /a my Yua m p., I/. m YNu m III., 1/a ma A�1Ntl "'miON' dlSddDD] P.WIN ML pE-RYe D RI.HW Nm pff n VO CE IHNE RFN>IYFNF 10 PJH8I5. rmcE rnamnoxs ANo prom srtn' Rmrx aaaawra A+m groom a¢r eE a svaY uc R54 ATA>ruFlrt. m sAocluwt corarFcnpHs ro SIMMIYRN. rnracrnpa. uMlorcw-Xmculm'KCArm R. um uuumn-lac root -corm Roes axp. aa®®m NL PPE-HwmLm Rp3S /u X I tp rqs SDF. ppIME fA9B'JN SIFIl Hq HFID aIM.qmW F/STFNw MJI1M 1/4 �1 YA9xH1 9H 1/1 'PIOAUY mF OIpLNG Xq XMD SrAN¢Vm Alf OLLINC IE)t'M9RA XW /E6Ct.INM FASIFNw WM VA96A ASIFNfA MM V.ISXfA (#A1FR T000:645 MW 19 Gl. YYM XQ /I!U/f mXF YIN. N0. /IfXT/! SppV .ANTI IR i0 AND OMLUm1L 1/a•) AND cAac rAMI: Ampwwr ro aw soars �IT/6P Peare t�a•A 'P Pnm el/!•A . FAF D PMa1 MD C)MIIECIIONi F1A40XD fL901G IDGM1 1/16 TD P.Cp EMKIa INO DIMA EGVm aw AcIXPMFL SIDEUPar1NmlXpS. m PA•.il pHNEC1UN5 A VIVA DSYEFD 012 X 1 1/3 SDF tlNNG GWpM =L MN HIM 91mT TO SXFkT WvxFG1YINS S¢EF m 91FkT tlAWdenol6. F.V1Tfl1E11 .= MA91w uuumw-mt wm-DylEn rm95 um rllomNY-axc ALLN ATED Fo Pnr. Yutt HD. nvt 1/2 WHK15 NL Rd-FW61® PD3S �g Y.Ny MISCELLANEOUS FASTENERS fsrm rX10aLffi DIVATLR rj 1/4 um uP ro ANo 0bllmm tp'I W&F NYL AR.bWFM m eN JDaIS ➢E�tl 1RA9DM1ET I x 1 1/R rAwwc ulmon srm xq xMn.P1.1 1/2Po RAsaxcm PHItl5HM(1/!XIX XFID SOGQT IVWWm) NOTE: ALL HEX HEAD SIZES SHALL REQUIRE A 5/16' HEX SOCKET UNLESS NOTED. BASIC PARTS AND _PIECES RC61 LONG SPAN ROOF BA eViiY PRECMJIpIt XRIY PFELWIICIC D] NBI SITP DII BF N NJF 5'IFP Otl PN@5 PNIFl .LLWpS SIFP M VMR FNLT 4M✓ED WIII RAr sIRFr�. Tl4TfNFAS ION SPAN PAN PANS IDENTFlCATON MARK NUMBFRR)ENTIFlCATON MARK NUMBER EXAMPLE UP 24-30.0 Y 30'-0' IN LENGTH 24 GAGE (22, 24. 26. & 29 GAGE AVAILABLE) LONG SPAN ERECTON OF THE LONG SPAN PANEL REQUIRES THAT THE PROPER DIRECTION OF ITS APPUCATON BE MADE THE DESIGN OF THE PANEL INCORPORATES A BEARING LEG INTO TITS LEADING EDGE WHICH PROVIDES SUPPORT FOR PROPER NESTING OF THE OVERLAPPING RIB OF THE NEXT PANEL THE INSTALLATION OF THE PANELS (SHOWN AT LEFT) PROCEEDS FROM LEFT TO RIGHT. HOWEVER, UNLESS FIELD CIRCUMSTANCES DICTATE OTHERWISE, INSTALLATION OF PANELS CAN PROCEED FROM EITHER LEFT TO RIGHT OR RIGHT TO LEFT AS LONG AS THE OVERLAPPING RIB IS LAPPED OVER THE BEARING RIB. PANEL :MARKING AND SIDELAP DETAILS 1 RC63 LONG SPAN I BB LONG TAPE MASTIC (CONTINUOUS AT RE SIDELAP AND ACROSS PANEL WIDTH TO BE BACKIAPPEO) 1/2 TM EAVE BACKLAPPINC THE PANELS IS ROUTNELY DONE TO MATCH PANEL COVERAGE WIN THE BUILDING LENGTH. THIS IS GONE WRH THE LAST ROOF PANFI. TNSTAIJED. THE PANEL MAY BE BACIQAPPED 1' OR 2' AS REQUIRED TO MIMPLLTE PANE. COVERAGE WHEN BACWAPPING PANELS, MASTIC MUST BE APPUED BETWEEN THE TWO PANES AT THE EAVE AND AT PANE ENDLAPS AS SHOWN ABOVE PANEL BACKLAPPING RC75 LONG SPAN III ROOFS BA. [ARBOUR RIDGE T—SHED..FUEL/WASH RAWING SUBMIT& SCALE: NONE DATE STANS MR wRsIRMwDH DRAWN sr: ra was/ FOR APPROVAL CHECIQD BY: JEF 04/OS/ FOR PERMIT ONLY FOR PRELIMINARY oLKIt;N APPO RY: OIC D4/05/ THE LONG SPAN III ROOF PANELS HAVE BEEN DESIGNED SO THAT BOTH SIDES OF A CABLED BUILDING CAN BE SHEETED SIMULTANEOUSLY. IF THE ROOF OF THE BUILDING IS SYMMETRIC& ABOUT THE RIDGE. THE SHEETING CAN BEGIN AT EITHER ENDWALL HOWEVER, IF THE BUILDING IS NOT SYMMETRICAL ABOUT THE RIDGE OR IF THE BUILDING IS SINGLE SLOPED FROM THE EAVE TO SAVE, THE SHEETNG MUST BEGIN AT THE ENDWALL INDICATED ON THE BUILDING ERECTION DRAWINGS SHEETING DIRECTION 4— Ct OF RIDGE? SIDEWALL EAVE PANELS INTERMEDIATE PANELS RIDGE PANELS ENDWALL RIDGE PANELS �-INTERMEDIATE PANELS EAVE PANELS DIRECTION OF ROOF PANEL ERECTION RC64 LONG SPAN III ROOFS BA ERECTION NOTES: 1, ALL AREAS WHERE MASRC IS TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD DETERGENTOR AN ALL PURPOSE CLEANER BEFORE MASTC APPUCATON. THISWILL ENSURE A. GOOD SEAIJNG SURFACE AND .IMPROVE WEATHER TIGHTNESS.. 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE BE USED TO SECURE THE INSULATION T0. THE SAVE. THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. ADDITIONAL ATTACHMENTS -(BY OTHERS) MAY BE REQUIRED, 3. ALL DCPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST WEATHER TGHT CONNECTION IN ROOF AND WALL AREAS WHERE APPLICABLE. 4. WHEN FIELD OUTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OR OTHER CURING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. THESE METHODS WILL DAMAGE THE PAINTED.AND GALVALUME FINISH AND VOID ANY WARRAKIIES. USE DOUBLE CUT SHEARS. NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES ERECTION NOTES RC91 LONG SPAN I BA HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC 11645104 SED-008 501 CAPACITY WITHOUT 2k2' ANGLE, ROOF SLOPE 1:12 MAX (WITHOUT BEVEL WASHER) 200f CAPACITY WITH 2'k2' ANGLE, ROOF SLOPE 1:12 MAX (WITHOUT BEVEL WASHER) 1 WITHOUT ANGLE SHOIA , WITH ANGLE SHAN01A ' 7/16- HOLE) . (FIELD DRILL) PURUN SEE ZO (SH15M) (2) STRUMRAL FASTENER(S) (Hi ANGL/LE) 6' LONG) �3/8'0 ROD HANGER WITH • AGUE MAY BE OUS. J - HANGER LOADS 50 lBs. OR LESS. NOTE USE THIS Na REQUIRE THE I- ROD HANGER TO TO BE BEM AFTER INSTALLATON BE NOTE: THAT ITE HANGS V. PUf6JN UP MUST NOT WE META BUILDING SUPPUER NOT BE DISTORTED. RESPONSIBLE FOR THE DESIGN O OR ADEQUACY OF THE BEM ROD HANGER. HANGER DETAIL AT PURLINS SH01. AA 50d CAPACITY WITHOUT 2'x2', ANGLE, ROOF SLOPE 1:12 MAX (WITHOUT BEVEL WASHER) NUT WASHER 7/i6'0 HOLE l (FIELD DRILL) NOTE PURUN UP MUST NOT BE DISTORTED. SEE ALSO (SH15M) PURUN 3/8.0 ROD HANGER NOTE USE OF THIS DETAIL WILL REQUIRE THE ROD HARDER TO BE BENT ASTER INSTALL.ATI01 SO THAT IT HANGS VERTICALLY. -THE MEUL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THE DESIGN OR ADEQIJ C OF THE BEM ROD HANGER HANGER DETAIL AT PURLINS SH01A ROD HANGER WITHOUT REINFORCING ANGLE AA CAPACITY WITH 2's2' ANGLE, - .�v PURUN ROOF SEE ALSO (SH15M) ROOF SLOPE 1:12 MAX II(�l (1VI1}IOIR BEVEL WASHER) 1 1/t (, (2) STRUCTURAL FASTENER(S) //-$12X1 1/4 TEK NUT WASHER 7/16.0 HOM 3/8 0 ROD HANGER (FIELD DRILL) NOTE PURUN UP MUSE NOT It BE DISTORTED. HANGER DETAIL AT PURLINS ROD HANGER WITH REINFORCING ANGLE 250$ CAPACITY WITHOUT 2's2' ANGLE, SEE ALSO SH14M ( ) S00# CAPACITY WITH 2'x2' ANGLE SEE ALSO (SH14AA) 400/ CAPACITY PROVIDED ROD HANGER IS WITHIN CENTER ONE-THIRD OF 3'x3'ANGLE SPAN ROOF SLOPE LESS THAN OR EQUAL TO 4:12 (SN15A) ROOF SLOPE LESS THAN OR EQUAL TO 4:12 PURUN (SH15M)_ (200j CAPACITY OTHERWISE) 1 1/2" 250p CAPAdtt WITH 2'x2' ANGLE, ROOM SLOPE GREATER THAN 1 1 /2)R MAX 4:12, BUT,LESS THAN 8:12 MAX'. 2) STRUCTURAL FASTENERS 12X1 -1/4 TIX _ CADDY WMOD CLAMP MODEL 315 � 'PURUN � CADDY PURUN LLAMA I MODEL 315 ��-]� #1 STRUCTURAL FASTENERS) �¢12X1 1/4 TEK /8 T P. I NOTE USE OF THIS DETAIL WILL REQUIRE THE ROD HANGER TO -BE BEM AFTER INSTALLATION 'Go THAT IT HANGS VERTICALLY. ROD HANGER WE METAL BUILDING SUPPUER IS NOT RESPONSIBLE FOR THE DESIGN OR ADEQUACY OF THE BEM ROD HANGER. NOTE PURUN UP MUST NOT BE DISTORTED, HANGER DETAIL AT PURLINS _ SH02A PURUN CI-AMPWITHOUTREINFORCING ANGLE I AA 500@ cAPAcm IsEE ROOF SLOPE LESS THAN OR EQUAL TO 1:12 _ ......, 25//64'0 HOLE (RhD DRILL) SAMMY X-PRESS SIDEWINDER PIPE HANGER MODEL SWXP 35 • NOT TO EXCEED MID-DEPTi OF PURUN 3/8'0 ROD HANGER NOTE _ USE OF THIS DETAIL WIL17REQUIRETH5- ROD HANGER TO BE BEM AFTER INSTALLATION SO THAT IT HANGS VERTICALLY. WE META, BUILDING SUPPUER IS NOT RESPONSIBLE FOR WE DESGN OR ADEQUACY OF THE BEM ROD HANGER. - HANGER DETAIL AT PURLINS SH1.1 ROOF SLOPES LESS THAN OR EQUAL TO 1:12 AA 6' LONG) NOTE USE OF THIS DETAIL WILL REQUIRE THE ROD HANGER TO BE BEM AFTER INSTALLATION SO THAT IT HANGS VERTCALLY. THE METAL BUILDING SUPPUER IS NOT RESPONSIBLE FOR THE DESIGN OR ADEQUACY OF THE BEM ROD HANGER SH01B AA SEE ALSO (SH15AA) ANGLE(L2's2'x1/Bk 3' 250Q CAPACITY WITHOUT 2'x2' ANGLE. ROOF SLOPE LESS THAN SEE ALSO (SH14A) OR EQUAL TO 4:12 PURUN (SH15 ) 500/ CAPACITY WITH 2'x2' ANGLE, ROOF SLOPE LESS THAN OR EQUAL TO 4:12 2501 CAPACITY WITH 2'x2' ANGLE, ROOF SLOPE GREATER THAN 1 1/2" 4:12, BUT IF55 THAN 0:12 MAX. CADDY PURUNCLAMP (2) STRUCTURAL FASIENER(S) MODEL 315 (112X1 1/4 TEK WITHOUT ANGLE SH02A (WITH ANGLE) AA WITH ANGLE SH02A OPTONAL Aurl c . (L2'.V 1/8% 6' LONG) 3/8.0 ROD HANGER NOTE USE OF THIS TWILL REQUIRE THE ROD HANGER TOO BE BE BENT WSTW ATON • ANGLE MAY BE OMITTED WITH UF SO THAT I- HANDS VE Y.SUPPUER HANGER LOADS 250 IIS OR LESS THE METAL BUILDING SUPPUER NOT THAT ANGLE IS REQUIRED O RESPONSIBLE FOR THE DESIGN OR ADEQUACY WITH S WITH SLOPE GREATER THAN 4:12. OF THE BEM ROD HANGER. BUT LESS THAN 8:12. NOTE: PURUN LIP MUST NOT BE DISTORTED. HANGER DETAIL AT PURLINS SH02 PURUN CLAMP I AA BANGLE •' (2-x %I/B'x 6' LONG) 7//16'0 HOLES (ODD DRILL) `ANG�° (1-3'x3'i3/16' x LENGTH) NOT. ALLOWED ANGLE MAY BE OMITTED WITH 3/8'0 ROD HANGER s• HANGER 250 LEIS. OR LE55 A IXCEW THAT ANGLE IS REQUIRED THAT 3/8'0 ROD HANGER _ NOTE WITH SLOPE GREATER THAN 4:12._ USE OF THISGER RETAIL WILL REQUIRE THE BUT LESS THAN 8:12. NOTE ROD HANGER BE BEM INSTPLATION USE OF THIS RETAIL WILL REQUIRE THE AN LEY. THAT R HANGS VERTICALLY. NU. R00 HANGER TO BEM AFTER INSTALLATION THE METAL BUILDING SUPPUER IS NOT W PURUN MUST NOT SO THAT HANGS VER S NOTE FIELD REQUIRED. RESPONSIBLE FOR THE DESIGN OR ADEQUACY R BE DISTORTED. WE METAL BUILDING SUPPUER IS NOT - SUPPLIER EMAL E SEE DEWL ENFWAv OF THE BEM ROD HANGER. RESPONSIBLE FOR THE DESIGN OR ADEQUACY HANGER DETAIL AT PURLINS OF THE BEM ROT HANGER SH02B HANGER DETAIL BETWEEN PURLINS ..SH03 CLAMP INSTALLATION "NOT ALLOWED" SH06 PURUN CLAMP WITH REINFORCING ANGLE AA - - . AA CLAMP CAUSING BEM PURUN UP AA 50Df CAPACITY ROOF SLOPE LESS THAN OR EQUAL TO 1:12 SAMMY SIDEWINDER PIPE MODEL SEE A50 (SH14M) 3750 CAPACITY SN15AA) ROOF SLOPE LESS THAN ( OR EQUAL TO 4:12 250# CAPACITY 25/64'0 HOLE ROOF SLOPE GREATER (FIELD DRILL) 4:12, BUT LESS THAN I 3/4R V WASHER MIN* Loa NUT }:� l 3/8'0 ROD HANGER • NOT TO EXCEED T1 MID-0EPOF PURUN .-(b��d)/ NOTE: USE OF THIS DETAIL WILL. REQUIRE WE ROD HANGER TO BE BEM AFTER INSTALLADON SO THAT IT HANGS VERTCALLY. THE MEW- BUILDING SUPPUER IS NOT RESPONSIBLE FOR WE DESIGN OR ADEQUACY OF THE BEM ROD HANGER HANGER DETAIL AT PURLINS SH11A SIDEWINDER. PIPE HANGER FOR SLOPES -LESS THAN OR EOUAI TO 1:12 AA. NOTE: PURUN UP MUST NOT BE DISTORTED. HANGER DETAIL AT. PURLINS 1 SH12 ROOF SLOPES -LESS THAN 11:12 1 AA alumna nunwU.N. SCALE: NONE DATE - BTATUS HARBOUR RIDGE PROPERTY OWNERS AS C•) FGR CON61R110110N 1DRAWN BY: TJ 04/D5/12 12600 NW HARBOUR RIDGE BLVD. C] FOR W war CHECIQD BY: JEF o4/0s/tz PALM CY, PL I ]FORwmDe+Aa' DESIGN MPD BY: CNC 04/05/12 RICHARD K. DAMS CONSTRUC PAD 11645104 SED-009 SEE ALSO (SH14M) 250 CAPACITY ROOT REATER THAN (SR15AA) OR EQUALUAL TT GO 812 3759 CAPACITY ROOF SLOPE LESS THAN OR EQUAL TO 4:12 2501 CAPACGY ROOF SLOPE GREATER THAN 4:12. BUT LESS THAN 8:12 SANMY X-PRESS PI PE IPE HANGER NOIPE SAP 355 NOTE PERLIN UP MUST NOT BE DISTORTED. 25/64.0 HOLE (FIELD DRILL) ROD HANGER SEE Also (sH1aa) (SH=) CADDY PURLIN CLAMP MODEL 315 IS AVAILABLE VIA THE MANUFACTURER'S WEB SITE: www.erico.com SAMMY X—PRESS SWIVEL PIPE HANGER MODEL SXP 35, SAMMY X—PRESS SIDEWINDER PIPE HANGER MODEL SWXP 35, AND INSTALLATION TOOLS ARE AVAILABLE VIA THE MANUFACTURER'S WEB SITE: www.sommysuperscrew.com/sommyxpress.htm WARNING THE HANGER CAPACITIES SHOWN ON THE AMERICAN BUILDINGS COMPANY DETAILS REPRESENT THE MAMMUN ALLOWABLE SINGLE HANGING LOAD THAT A TYPICAL PURLN CAN SAFELY SUPPORT UNDER THE BEST OF CIRCUMSTANCES USING THE PARTICULAR HANGER DLVICE SHOWN IN THE DETAIL NAVY FACTORS BEYOND THE CONTROL OF THE METAL BUILDING SUPPLIER AFFECT THE ABILITY OF A PURLN TO SAFELY SUPPORT NWGNG LOADS COMBINED WITH OTHER REQUIRED ROOF ICA . DUE TO THE VARIABLES RNOLVED N RANGING LOA05 AND THEIR ATTACHMENTS TO THE PURUNCANNOT �RE THAT THE PURUNS FOR A PARTICULAR THE PROJECT CAN ILDING �SAFELYESSUPPORT THE MAXIMUM ALLOWABLE HANGING LOADS IN COMBINATION WRH OMER ROOF LOADS. IT IS THE RESPONSBILLIY OF THE HANGER SYSTEM NSTAL.ER TO COORDINATE WITH THE ENGINEER OF RECORD FOR THE OVERALL PROJECT TO ENSURE A SAFE HANGING LOAD -INSTALLATION. THE METAL BUILDING ENGINEER IS NOT THE ENGINEER OF RECORD FOR THE 04EIR&L. PROJECT. WITHOUT SPECIFIC CERTIFICATION FOR INDIVIDUAL HANGING LOADS. THE MET EFFECTS OF APPLIED HANGER LOADS INSTALLED ON A PARTICULAR PURLNN SHALL"NOT- EXCEED THE NET EFFECTS OF THE CERTIFIED UNIFORMLY APPLIED DESIGN COLLATERAL LOAD. SEE SHEET ABC-1. HANGER DETAIL AT PURLINS SH12A HANGER DETAIL AT PURLINS SH13 WEBSITES FOR PREAPPROVED HANGER DEVICES SH14 HANGER CAPACITIES WARNING SHt6 SWNEL PIPE HANGER FOR SLOPES LESS THAN 8:12 AA ROOF SLOPES GREATER THAN OR EQUAL TO 8:12 ,A.A. AA AA NOTE: OTHER METHODS OF ATTACHING HANGING LOADS, NOT SH11, SH12, AND SH13, ARE GENERALLY PERMITTED HOWEVER, THE HANGER LOAD MUST NOT EXCEED 50 SPECIFIC PRIOR APPROVAL FROM A QUALIFIED DESIGN DEPICTED ON DETAILS SH01 , SH02, SH03, POUNDS PER HANGER LOCATION (WITHOUT PROFESSIONAL FOR A PARTICULAR LOAD). GENERAL HANGER NOTES -SH15 AA IARBOUR RIDGE T—SHED FUEL ISCALF--1 NONE suTus FDR CONSRNCRON DPAWN BY: TJ F� APPRD✓u CHECKED BI': J6 FOR PElTNR ttll.Y FOR PIiF1fA0NARY DESIGN APPD BY: CI SH PAD BLDG. E ATE HARBOUR RIDGE PROPERTY OWNERS AS 4/G5/12 12600 NW HARBOUR RIDGE BLVD. 4/os/1z PALM CY, FL 4105/12RICHARD K. DAVIS CONSTRUC 11645104 ei A174128&IIE i 11211 2�1 T z3�12O/- 02�g AN AMERICAN BUILDING ,"Bui/dih9► Success- Through Partnerships" A.B.C. JOB NO. //-I.A6/•D3 evi L �-Qlmz- Zwo SAFETY COMMITMENT American Buildings Company disclaims any responsibility for injuries or damages which may result from the interpretation and implementation of these safety and erection practices since the actual seMion operations and conditions are beyond American Buildings Company's control. It is assumed that only experienced, knowledgeable erectors with trained crews and proper equipment will be engaged to do the erection. It is emphasized that American Buildings Company is a manufacturer of metal building components and is not engaged in the erection of is products. Opinions expressed by American Buildings Company about erection practices are intended to present only a guide as to how the components should be assembled to create a building. The experience, expense and skills of the erection crews as well as the equipment available for handling the metal determines the quality of erection and the ultimate customer satisfaction of the completed building American Building Campanr stongly recommends that safe working conditions and accident prevention practices be the top priority on any job site. Local, state and federal safer• and health standards should always be followed to help insure worker safety. Make certain all employees know the safest and most productive was of erecting a building. Emergency telephone numbers, location of For aid stations and emergency procedures should be known to all employees. Daily meeting highlighting safety procedures, the use of hard has, rubber sole shoes for roof work, proper equipment for ham ling material and safety nets where passible are recommended erection practices. American Buildings Company intends that these precautions be interpreted am administered with sound judgment consistent with goad safety practices. American Buildings Company has a commitment to manufacture quality building component that can be safely erected. Safe estnue practices are the responsibility of the erector and individual employees of the erectors. The erector's supervisory personnel should be amain to both communicate safety Practices to it employees and enforce proper erection practices. However, the safety commitment and job site prcices of the erector are beyond the central ofAmeriam Buildings Compeer AMERICAN BUILDINGS COMPANY A nE.ICGti COMPANY YOUR SAFETY AT WORK Correct Tool Usage Make certain the correct toot is available and used for each phase of building erection. Worker should maintain a Gran, safe position when using any tool am a constant awareness of their location to the roof edge. Use approved tieo&, ending or sells when working on roof surfaces. Check wire rope for broken sands, broken wire and kinking. Replace damaged, unsafe rope immediately. Personal pmtwion equipment should always meet OSHA samaras. Always wear approvedeye protection. Electrical tools must be properly grounded. Do net use electrical tools or equipment while sanding on wet surfaces. Return tools to their proper place when not in use. Don't allow tools, blocking or materials to biome a falling head. USETHECORRECTTOOL FORTHE CORRECFIOB Remembarl Daily meeting highlighting employee safety procedures will reduce the number of employee accident. YOUR SAFETY AT WORK Employee Safety The safety of each employee should be the 'Number t' priority at each job site. American Building Company strongly recommends that each employee be properly mined and supervised in safe work practices. If you feel that you have not been properly trained on safety procedures or are not being property supervised, contact your supervisor. While at work remember: • Untanned or unqualieed personnel should not be permitted access to a roof or the creation site. Work areas should be kept clean and orderly at all times. Improper tool usage may result in injury. Make certain that the coned tool is available and issued for each phase of maldingerection. Return tools when not in use to their tamper places. A firm commitment m employee safety is the first step in each successful building erection. DAILY MEETINGS HIGHLIGHTING EMPLOYEE SAFETY RemeFnberl Daily meeting highlighting employee safety procedures will reduce the number of employee accident. YOUR SAFETY AT WORK SAFETY PRECAUTIONS FOR ROOFING WORK American Building Company strongly recommends that erection employees be continuously trained and retramed in safe and productive work practices. Working on the roof area in the installation of roof strurnals, insulation or roof panels requires proper taming, correct equipment and constant alertness to minimize the danger of falls. Homilies should bewom on job time to prevent injury hum falling objects. Workers should always be aware of their location to the roof edge. Safe work practices on the fol lowing erection duties should be carefully reviewed with erection crews prior to beginning each job. PANEL MAY COLLAPSE IF NOT PROPERLY SECURED Partially attached or unattached panels should never be walked on[ Roof panels must be completely attached to the purlins am to panels on either side before they an be a safe walking surface. Unsecured roof panels are flexible am cannot be relied upon for bracin& support or stability. Be cautious of strong wind when handling roof panels DO NOT: 1. Step on rib at edgeof panel R. Step near, aerate in rib at edge of Panel 3. Step on an unsecured panel Roof panels must never be used as work platforms. A runway as specified in 'OSHA Safety and Health Regulations for the Construction industry' should be used for platform work. YOUR SAFETY AT WORK Moving or Lifting Inds Stay well in the clear of any moving load. Keep hands am feet clear at all times. Workers should be mined to correctly locate the points of cable a tachment and in the correct and safe operation of liking equipment. Ham has meeting OSHA standards, steel tam shone, with metatarsal guard and eye protection should be want at all times. Stay in the clear of any lifted lead. Make certain all forming is properly braced or guyed before lifting lines are removed. SFAY WELL IN THE CLEAR! Remember) Daily meeting highlighting employee safety procedures will reduce the number of employee accident. YOUR SAFETY AT WORK PANELS MAY BE SLICK A protective coming, dow,fmsr, or any other moisture may cause panels to be slippery. Wipe down panels before installation or walking on panels. Wear rubber sole work boot. When on the roof, use OSHA approved protection devices such as safety lines, safety net or a catch padorm. UNSECURED PANELS MAY SLIP IF STEPPED ON Employees should be continuously warded to never step on a single unsecured roof panel or a stack of roof panels laying unattached an the Forms. Secure each am of walkboads with clamps at appropriate fasteners and place walkbmrds in the Bat ofpanels. Walk6oads should run to the full length of the panel and be fastened together hydrillinga hale near the end of each board and tying it with rope in the next board. (Cut a groove in the lamom of each bonds, that the bad will lie gat and not tip back and forth because of the rope). B— SAFETY PRECAUTIONS All safety Precautions intense to throughout tht Gablicadon, an OSHA safety requirements or other customary or staMory requirements must bee adhered to In order to mandents empon me safety. Daily meetings desedbug safe work procedures, use of had has molter sole sloes for roof work. proper equipment for handling materisl and edge of roof protection devices ere recommended mention produce. YOUR SAFETY AT WORK Moving or Lifting leads Stay well in the clear of any moving load. Keep hands and has clear at al I times Workers should be trained to correctly locate the pointy of cable attachment and in the correct and safe operation of lifting equipment. Ham hats meeting OSHA standards, steel tam shoes with metaasal guard and eye protection should be worst at all times. Stay in the clear of any lifted load. Make certain all framing is properly baced or guyed before lifting lines are removed. STAY WELL IN THE CLEARI Rememberl Daily meeting highlighting employee safety procedures will reduce the number of employee accident. INTRODUCTION 'American Buildings Company has designed the structural component of your building in accordance with the design criteria specified to American Building Company by it customer, the End User and it Design Professionals. American is not the Design Professional of Record for the End User or its project American recommends that the preliminary erection drawing and design certifications be reviewed by you with the general contractor, End User and the End User's Design Professionals of record prior to fabrication and erection in order to assets that the End User and it Design Professionals ameatisfied with the specifications and the design. The customer,EndUser and their Design Professionals are responsible far design specifications, load criteria and all related load factors and all essential design specifications affecting design. American will take no pan in the section of the building component. Proper mention of the building component in accordance with American's erection drawings, erection manuals and details is critical to the building being able to achievehadesignspecifications. The erector, general convector and all the persons associated with the specifiatian, purchase am erection of American's building should consult with and comply with the Common Industry Practices as set (arch in the Meal Building Manufacturers Association Metal Building Systems Manual (3003 Edition) which is applicable to the purchase, design and emorian of your n.,inared metal buildin& and by reference is inrorpoatm law this manual.• AMMICAN BUILDINGS COMPANY A FYI. =MM COMPANY F GENERAL FOUNDATION NOTES CERTIFICATION AND SCHEDULE' OF DRAWINGS - 1. ME MEAL BUILDING SUPPLIER ASSUMES NO RESPONSISLBY OR Ll FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSRNCRON. 2 ME FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO ME SPECIFIC SOIL CONDITIONS PRESENT AT ME ACTUAL JOBSML 3. FOUNDATION MUST -BE DESIGNED FOR ME APPLICABLE REACTIONS AS THEY APPLY TO A -PARTICULAR BUILDING AND MUST BE ADEQUATE TO. M!iUT.ALL OF ME CRITICAL COMBINATIONS FOR EACH OF ME VARIOUS LOADING CONDWONS. THESE REACTIONS AND LOAll COMBINATIONS MUST BE USED TO DETERMINE ME DESIGN LOAM TO BE RESISTED BY MEFOUNDATIONS." 4. REINFORCING EARS. MW MESH, ANCHOR ROD SHEAR ANGLES, THE RODS AND / OR HAIRPINS (HOOK FINS) SHOULD BE INCORPORATED AS REQUIRED INTO ME FOUNDATION DESIGN. ME HORIZONTAL THRUST AT ME COLUMN 80.5E ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS. MUST BE SUSTAINED BY HAIRPINS, TIE RODS. BUTTRESSES, OR THIS HS TO CERTIFY THAT THE METAL BUILDING COMPONENTS FURNISHED B/ AMERICAN BUILDINGS COMPANY FOR THE REFERENCED BUILDING HAVE BEEN DESIGNED IN OUR OFFICE FOR FABRICATION IN OUR EUFAULA. AL PLAN(. N ADDITION TO THE DEAD LOAD (0) OF THE BUILDING COMPONENTS, THE MEMBERS ARE DESIGNED ON THE FOLLOWING DESIGN PAcic• , COLLATERAL LOAD (C) 5 W 0. Roof Membero 5 psf On. Supporting Frames - SHEEr NUMBER . - DATE REV. N0. Er NUM ER DATE REV. N0. ABC-1 04/05/12 2 ABC-2 04/05/12 .. .1 --. OTHER DEPENDABLE MEANS. - -. - FILL RUST BE PROPERLY COMPACTED OR ME FOOTING SHN1 A ALL 5. COLUMN FOOTING SHOULD GRADE. E%tEND TO THE NATURAL GRADE IN N.L CASES ME FOOTING SHALT. EXTEND AT LEASE 6 INCHES BELOW THE LOCAL FROST LINE CAS OF 12 INCHES INFO NATURAL SQL, OR AS7- 6 IRE TILL E USED, LOCAL 6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SUB, PS SPECIFIED BY THE FOUNDATION DESIGNER 7. ME TOP OF ME FOUNDATION OR FLOOR SHALL LEVEL BE SQUARE, AND SMOOTH. ANCHOR RODS SHALL BE ACCURATELY SET TO A TOLERANCE d//16 INNON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INOMOLUAL COLUMN. AU. OTHER DIMENSIONS SNNL HAVE A t1/8 INCH TOLERANCE B. T:OLUMN BASE PLATES AAE DESIGNED NOT TO IXCEEO ME AUU0WABLE BEARING STRESS OF CONCRETE MAT, HIS A MINIINM C04PRESSAE STRENGW OF 2500 P.S.L AT 28 DAYS. 9. UNLESS EXPUCIRY NOTED OTHERWISE, All EMBEDDED SiRUCNRk2 STEEL (INCLUDING ANCHOR RODS), OTHER MATERINS. AND LABOR SHALL BE SUPPLIED BY THE FOUNDATION 'CONTRACTOR - _ _ ROOF LIVE COATI ((U) 20 ps( on Roof Nemhen With Reduction On Supporting Framn b Permitted By Code WIND,,�I:OAD (W) ' ' High Velocity Hundcane zone = No (s0< net 'n Once or Broedrd county) Wind Exposuro Cotegoryry Bash on Surface RoVghnen B 140 mph Basis Wind: Speea oa doc ed ) Entlasurc pastifiea0on Entlosed Bliildl�l�gs Internal Pressure; CoeffaeMs +O 18 and -0.18 .'Wind hnoortonce Fociar, 110 _ .'.. Dnign Pressure for Wall Components and Cladda,g _. +32.27 pd and -43.03 pd Cksaifieation of Bufidm9 U. AO buildings and oNer structurn except Nose listed in Categories I, ITS, and IV Classification AR-1 3 - 04/03/12 0 . M-2 04/03/112 0 AB-3 04/03/12 0 E-01.,. 1 , ,04/05/12 ' 1 - E-02 04/05/12 1 10. ANCHOR RODS SHON.O BE AS, SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY. 04/95/12 1 111 ME EMBEDMENT OF ME ANCHOR RODS IN ME CONCRETE AND CONFIRMING ADEQUACY OF ANCHOR ROD EDGE DISTANCE IS ME RESPONSIBILITY OF ME FOUNDATION DESIGNER. THE FRAME REACTIONS ARE CONSIDERED ME MINIMUM LOADS TO BE DEVELOPED. LADIES: -• - 1, ALL WELDING MUST BE PERFORMED BY AWS QUALIFIED WELDERS FOR THE WELDING PROCESSES AND POSITIONS TO BE USED. ALL WELDING AND WELD PREP MUST BE COMPLETED AND NSUALLY INSPECTED TO AWS ACCEPTANCE CRITERIA E-04 04/05/12 1 - f2. ALL ANCHOR RODS SNARL BE ASTM F1554 GRADE 36 OR EQUAL IN ORDER TO CONFORM TO ME METAL BUILDING SUPPUM'S DESIGN ASSUMPTIONS BASED ON ME A LOWABIE STRESSES GNEN IN THE ASC MANUAL OF STEEL CONSTRUCTION., - ((TTABLE B.1)),IN ACCORDANCE WITH THE APPLICABLE AWS STANDARD. WELD ELECTRODES USED FOR ALL FIELD WELD PROCESSE5. MUST BE SELECTED: FROM TABLE ZLIAN AWS. DIA FOR GROUP II MATERIAL GREATER THAN OR EQUAL 0.125' AND E-OS 04/05/12 1 ' E-06 04/05/12 1 " 13. ANCHOR ROD DVJJEIERS FOR ME PRIMARY FRAMING AND ENDWM1 FRAMING PRE DENOTED AT RESPECTNE BASE PLATE DETAILS OR ON ME ANCHOR BOLT PLR. ANCHOR RODS THICK OR TABLE 11 IN AWS. DI.3 FOR MATERAL LESS THAN0.125' THICK ALL FILLER MATERIAL MUST. HAVE A Fu OF 70 KS. FOR FRAMED OPENINGS SLAIL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED, - - - BASIC MATERIAL SPECIFICATIONS PRIMARY. FRAMING .STEEL STEEL FOR MILL -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO ME REQUIREMENTS OF ASM A 35. ASTM A 572 GRADE 50 OR 55, OR ASTM A S92. STEEL FOR ALL BUILT-UP SECTIONS:SHAL CONFORM TO ONE OR MORE OF ME FOLLOWING: - - A., ASTM A 1011 SS. GRADE 55 - - B. ASRA A 1011 HSIAS,GRADE 55, CLASS 1 C, ASAP A: 572 GRACE 55 D. ASIMA 529 GRACE, 55 STEEL FOR ENOWML •C- SECTIONS SHALL CONFORM TO ASTM A 1011 SS, GRADE 55, OR HSVS, GRACE 55, CLASS 1. STEEL FOR ROUND PIPE SECTIONS SHALL CONFORM TO ASM A NO GRADE B, 42 KSL SECONDARY FRAMING STEEL STEEL USED TO FORM PURUNS, GIRLS, SAVE STRUTS AND 'C' SECTIONS SHALL CONFORM TO ASAP A1011 SS, GRACE 55, OR HSIAS GRACE 55, CUSS 1. OR IF GALVANRFD SHALL CONFORM TO ASAP A653 SS, GRADE 55. 00 OR HSLAS, GRADE 55, CUSS 1. G90. ROOF AND WALL PANEL MATERIAL EXTERIOR PANELS SHALL CONFORM TO ONE OF ME FOLLOWING: PAND- MATERIAL SHAD- BE ALUMINUM-LNC ALLOY -COATED STEEL CONFORMING TO ME REOUTREHENTS OF ASAP A 792 SS. GRADE W. MATERIAL MAY BE EITHER 26 OR 24 GAGE - PANEL MATERIAL SHALL M ALUMINUM-21NC ALLOY -COATED STEEL CONFOWNG TO ME REQUMMENTS OF ASTN A 792 SS. GRADE N. CLASS 1. MATERIAL MAY BE EWER 24 OR M GAGE - PANEL MAlFN61L SHALL. BE ZINC -COATED (GALVANIZE01 STEEL. COATING DESIGNATION G90, CONFORMING TO ME REQUIREMENTS OF ASIN A 653 S9. GRADE 80. CLASS I OR CUSS 2, OR HSLLS, GRADE 80. MATERW- NAY BE EITHER 26 OR 24 GAGE PANEL MATERIAL SHALL BE ZINC -COATED (GALVA4I2ED) STEEL. COATING DESIGNATION GSO, CONFORMING TO ME REQUIREMENTS OF AST/ A 653 SS, GRADE 50, CLASS 1 OR CLASS 3, MATERIAL MAY BE EITHER 24 OR 22 GAGE BRACF MATERIAL BRACE CABLES: ASAP A 475. 7-STRAND ENS WIRE CABLE BC4=1/4' DIA(7mm) BC2i=5/16• DIA(Bmm) BC6-3/8' D0.(IOmm) So=1/2' OIA(13mm) BRACE RODS: ASTM A 572. SO KS[ (UPSET THREADS) M5-5/8'bIA(16mm) SM-3/4' DIA(20mm) 9R7=7/8' DA(23mm) Ma -I' DA(26mm) OR ASAP A 529, 50 KSI.(CUT THREADS) SM=1 1/8' DIA(29mm) BR10=1 1/4DA(72mm) SRI1-1 3/8' DIA(M.) BR12=1 1/2' DIA(39mm) 'SHOP COAT PRWER.IS INTENDED TO PROTECT ME SIM FRAMING DURING TRANSPORTATION TO ME JOBSTE AND FOR NOT MORE THAT 45 DAYS FROM ME APPLICATION. DURABILITY IN EXTREME COLDFMPRITEMPERATURES OR WINTERSNOW FHO CONDITIONS, INCLUDING TRANS PORTATION ONSALTED OR CHENICALLY TREATED ROADS WHLL ADVERSELY AFFECT ME OF ABLRY AND LED FINISH OF AT PRIMER' ME COAT OF SHOTS ANTHER ABRASIONS PROVIDE ME UNIFOAT P MOF ER CAUSED BY, A ME .LOADING, AND CORROSION RESISTANCE AND OF A ION E UNA FINISH COAT OF PATH OVER A'40P PRIMER MINOR ABP IMIN TO ME SHOP 'C IS PRIMER CAUSED BY OR ME , LOADING, SHIPPING. UNLOADING OR DIRECTION ARE T MAY AND PINE NOT ME IJ SPHERIC N OF ME NEPL. BUILDING SUPPLIER ABC IS NOT RESPON ME FOR THE O ANY FIE ARON OF THE PRIMER OR CORROSION THAT NAY RESULT FROM NEITHER ATMOSPHERIC AND EMIRONNFMAL. CONDITIONS NORMS CONPATBIUIY OF THE PRIMER TO ANY' FIELD APPLIED COATING.' 'AS A MINIMUM AND SECONDARY TO MORE STRENUOUS JOB SPECIFIC REQUIREMENTS, PROJECTS LOCATED IN CANADA MUST BE ERECTED WITHIN TOLERANCES AS DEFINED IN SECTION 29.7 OF SPECIFICATION S16.01 AND PROJECTS IN OTHER LOCATIONS MAST BE ERECTED WITHIN TOLERANCES AS DEFINED IN TINE LATEST EDWON OF ME METAL BUILDING SYSTEMS MANUAL, PUBLISHED BY ME RBM0.' - CONSTRUCTION BR LING IS= TEMPORARY SUPPORTS. SUCH AS TENPOFMTY Gt , BRACES, FABEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR ME ERECTION OPERATION IS TO BE DETERMINED, FURNISHED AND INSTAL BY ME ERECTOR THESE SUPPORTS MUST SECURE ME STE11 FRAMING, OR ANY PARRY ASSEMBLED STEEL FRAMING. AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH ME STRUCTURE WAS DESIGNED RESULTING FROM WIND AND OR SEISMIC ACTTA AND AGAINST ME LOADS RESULTING FROM ME ERECTION OPERATION. E-07A E-O8. AMERICAN BUBDINGS.COMPANY SENACEABRRY STANDARDS (2006 MBMA MANUAL CRITERIA) WILL BE USED FOR DESIGN AND FABRICATION OF YOUR ORDER. THE ABOVE DESIGN LOADS ARE APPLIED N ACCORDANCE WITH ME 2007 FLORIDA BUILDING CODE ME DESIGN IS IN GENERAL ACCORDANCE WRFC 2U05 AISC 360-05 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND 2004 AS MASPEC NORTH AMERICAN. COLD -FORKED STEEL SPECIFICATION. PRODUCT APPROVAB, AVD CETRIFICT10NS, I. FLORIDA PRODUCT APPROVAL FOR ROOFING (FL704 ]E! AND FL4813-RI), SKYLIGHTS (MB961-RI Mm FL7709-RI), AND PANEL WALLS (R705-R2). AND 5 BUILDINGS STEPHEN A. BROCK ARCHITECTS HNC: I ` H .- Approved I♦ • Apppi0V8dASCOR2CI �" �,!,;;!: PRIMARY CONTACT LISA PARTON 334-688-2225 "'i' Reuse and Resubmit I j i FIELD ISSUES JOHN SEARCY 334-688-2215 .Lp+ App OVed FIELD ISSUES BO BENTLEY 334-688-2716 1 tTtSfi'EW®ONLYPoRCONFPNi 6AN�WIiN1FlEDE31(�7Q� r':1. THE PROJECT AND CONIPWLNCE MTH THE WORMA00N OIVEN IN 1HE-CONTRACT DOQMWS. THE CONMWICR a RESPDNSWLE FOR M ENSIONS AND QUANTITIES TO 5-- CONFIRMED AND ..I,...: ;. o pLLIDH I UU)TT4A4/ / .. CORREILVED AT THE SITE; FOR INFOWTION THAT FWAiN3 :. J U A y smay IO THE FABRICATION PRDCESSES OR TO THE NEAN% \`\\��� Y ' ...... ME'MDOS, TECHMQUES, SEQUENCES AND PROCEDURES OF .•"�NS`1:Q•'-,7,4 4� STRUM, AND--�COOgOWA71aY0=TRADM "G /DATE`'/ I : w` - - - . �- 7E OF %_11 STA 4 HARBOUR RIDGE CHEMICAL D TENSIONS - MADE CKO DATE OR DATE ORAMINC SUBMRTIL SCALE: NONE DATE FOR PERMIT TJ cRM c4/04/1z CNC a4/o4/12 STATUS HARBOUR RIDGE PROPERTY OWNERS AS FOR CONSTRUCTION TJ M 04/05/12 CMC 04/13/12 T•3 FOR cpR9TRvcuoN DRAWN Br. rJ _ c4/a3/iz T 2600 NW HARBOUR RIDGE BLVD. - - - [ 3 POR APPRQVIL CHECKED BY: ORM 04 03 12 - [ ] FQR PEr6JIT ofaY / / PALM CY, FL " [ ] FaR PREUMINA iY DESIGN APPD-sY: cuc a4/oa/1z RICHARD K. DAMS CONSTRUC 11645103 ABC-1 I mex2 ROOF PANELS TYPE L3P GAGE2¢ L•DLOR ACT WALK CRY DOORS - SDI TYPE SWING LOOLSET CLOSER COLOR LINER TROT 11I TRIM ROOF CURB. FRAMING _ RECENT PRODUCT REVI IONS SAS ARE MOE TO INSIDE CURB DIMENSION AS UNDERSTOOD BY WE METAL MUM FOLLOWNG NOTES NAY OR WAY NOT PERTAIN TO THIS _ DO -NOT CUT. PURUNS'FOR CURB FRANNG UNIESS REIEASEO.: BY A CERTIFIED DESIGNENGINEER.SPECIFIC JOB BUT ARE NOTFDmORIHY PRODUCT CWWGES. PAINT WAFPMM-110_ WEATHERDGHTNESS WARRAND`.HO— 1 i W70 W70 1LS HCR— ]LINO Wtl9L_ 2LN0 K .: NAXWUM .LOAD ' -FOR STANDARD. ROOF CUM FRANING IS 3000/. - _ _NL _HG — _YES _YES - THE MAND LTHE ON OF SUPPORTED 8Y ROOF CURBS NLLST BE 1. THINK SAFEM UL 90 CERIIFlGDON: NO _ 3070 _ 5070 J: _NL JIG _YES _NO YES _n0. DOCIJOADS CLEARLYSPECIFlED IN .THE ORDER DOCUNENIS SPECIFIED _ ., , ... FACTORY NLTWiL CERTIFlGTION, HO._ _ _ 3070 _ IND70 _S _NL JHG _YES _NO _ _YES ENO OTY MGM LENGTH SLOPED AT RIDGE 3070 _ 6070 _S _U. Ji0 _YES —NO _ _YES —NO -- — WALL PANEL_ S TYPE. LBP GAGE:2_6 COLoR•SUBGPIO aAss.RA-20 FRAMED .OPENINGS ROOF CURBS PANT WARHANIY:IIO GTY YAOIH HEIGHT SILL HEIGHT FIR WRAP TRIM UNER TPoN mm TRIM OTY OUTSIDE NOW OUTSIDE LENGTH NM: HT. CAGE COLOR - COLOR 8' 18 Z 3.4• 3'r 8'0.1 /8 _YES _X_w _YES 2-No is + EAVE TREATMENT 2_ 2*4- "r — `'. —YES _X-NO _YES I -NO ' X STANDARD GUTTER W/ Gow sPouTS 9_ FT D.C. (MNI) i 16• -197 —YES xN0 _YES x.No SKYLIGHTS / WALL uGl4rs ' FLANGE BACK GUTTER W/ DOWNSPOUTS FT O.C. 1— 10- 10' YES xw YES iLNO TRANSLUCEW SIMIGHTS OM S7E_ TRIM_ SWPLE EAVE TRW YES —NO YES _NO TRANSLUCENT 4' 5' WAIL UGHTS QTY— _ DELUXE EAW TLau — _YES _N0 YEB —NO ' ICE AND snow. TREATYEW • — —YES --- _No —YES —No FACADE _YES _NO _YES _NO CLEAR CORNER . —. TYPE VENT OR SLOPED HEIGHT LENGTH PROJECTION UNDER FACADE _ _YES _NO _YES _NO TRIM COLORS - - - - _YES _NO _YES _NO RNQ TRM; REGNMO GUTTER / EAVE " KG O .. - DOWNSPOUTS:-M2.EPM FRAMED OPENINGS, SUBGP70 FACW PANEL TYPE : GAGE: _ COLOR._ TRIM COLOR: VANSOiFR _ CORNER:... .. SUBGP700 BASE TRIM: :m PANEL TYPE: GAGE _ COLOR TRIM COLOR SELF -FLASHING THERNA-PAW GLASS. BURNISH SLATE .MISCELLANEOUS: - GAIN PANEL TYPE : GAGE _ COLOR WIN COLOR: - OTY NOW HEIGHT UNER TRIM LINER TPoY - COLOR PRIMER COLOR — — —YES ---NO CANOPIES PRIMARY' RED SECONDARY RED _YES _NO CLEAR SOFFIT SOFFIT pTY EW SW SLOPE PROJECTION LENGTH UNDER BETA PANEL TYPE COIAR _ ROOF FASTENERS —YES NO STANDING SEAM D —YES ENO _ A 14 X 1 SELF DRILL HEX HEAD B. �14 X f SELF DRILL HIX HE01D W/ WASHER YES __No ERNE TRIM : TRIM COLM DOWNSPOUT ELSOAS ONLY: DOWNSPOUT REURN: _ STANDING SEAN In A 14 X 1 SELF ORLL HEX HEAD B. 14 X 1 SELF DRILL HEX HEAD W/ WASHER LOUVERS - WHITE _OVERHAN AONSTABE W/ BIRD SCREEN OTY PROJECTION LENGTH SOFFIT TYPE COLOR ' LONG -SPAN IR B. //14 X 1 SELF DRILL NIX HEAD W/ WASHERSw B. /1% 3/44 SELF DRILL HIX XE1D W/ WA3HElN 0TY WOW HEIGHT UNER TRIM UNER TRIMCOLO _ Sw LOC SEAN- _YES _NO DOWNSPOUT E180W5 ONLY: DOWNSPOUT RETURN: ' B. #14 X 1 SELF GRILL HIX HEAD. W/ WASHER . YES NO WALL FASTENERS _YES _NO _. LONG SPIN"W. z TES _NO A f17 % T 1/4 SETF DR81 HEX HEAD 6 14 X 3/4 SELF DIBL HEX HEAD —YES —NO PARTITIONS OTY VADTH LENGTH HEIGHT PANEL TYPE GAGE COLOR . _ _ SHADOW PANEL LINER PANELS _ A X 1 SEIF DRILL HHEAD W/ NUT BANK - - LINER TRIM (CAP INCLUD - B.HEX14 $12 X 3/4 SELF DRILL HEX HEAD LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR CORNER TRY COLUNN 1 Wn1 COLOR TRIM FASTENERS —YES _NO ._YES _NO ALL FASIFN_ ERS ARE. {44 a-3/4-SELF DRILL YES ___AO YES ---NO ` YES _NO _YES --NO FASTENER NOTE YES YO _YES _NO A - SHEEIING/FIASNING TO SIRUCRJRAL CONNECTIONS B - SHFETINC/F1A411NG TO SHEETING/RASXING CONNECTIONS .. ROUND 20' THROAT WHffE VEMILATORS SPECIAL NOTES - INSULANON BY THE BY METAL BEDD _ QU/N111Y RIDGE WUNIBJ _ SLOPE MOUNTED - NONE ODgRS SUPPLER THICK WOW FACE COLOR ROOF X 3_ — — 9' X 10' RIDGE VENTILATORS WALLS _ x -3 _ _ OTY AT 10' SECTIONS LINEAR FEET CONTINUOUS - RIGID BOARD:_ ROOF_ Wu S• BEARING RATE_ - ROOF- THERYAL LOOK:— BY OTHERS_ pn TYPE MISCELLANEOUS eucro Ie ueTl:rxlel BY THE METAL BUILDING SUPPLER _(1' THICK ONLY) DK-3 1/e - 4' DMETER _ SPACER STRIP :— (FOR LOC SEMI WITHOUT INSULATION) OK-5 4' - 7' DIANEJEIR - - - DK-8 Y - 13' DWIETER - - - ND. - INEVnTunB AW tjl u I uAIL I"UKI YAIe I nu. rHCWaluna ..rugmjuuj vole .. w'. I unnPn o .Ll - T^ns IF. F: - NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC ' .�rt AMERICAN BUILDINGS COMPANY 1 REV. FOR CONSTRUCTION Ti FORearmRucneN AaPapvu� ONLY PREIIIIINARI' DFRAM BY: Ti 04/04/12 B., cBJ 04/04/12 DEBIGr, APRo -ar: cue 0E/04/i2 DRAxnNG. - - - - NUMBER' 11645103 ABC-2 BIG. 1 TJ 04 03 12 10:06,'19 Y . 38.1 REACTION SCHEMATICS Y1 I C B A V N1�\ H� ) H21 C B A V NOTE THE FRAYING AT THIS ENOWMl LINE IS NOT DESIGNED TO ACCOMMODATE FUTURE ADDITIONS REACTIONS CORRESPONDING TO THIS FRAME LINE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS UNLESS EXPLICITLY NOTED OTHERWISE. LOADING CONDITION .FRAME LINE 1 - C - B .. A V. (Yips). III (HP.) (V (kips) IIIH2 . (Hp.) (wp)' V (WI) H2 (kips) D +0.3 NA +0.7 NA NA +0.3 NA G " '+G.3 ' NA +1.0 NA NA +0.3 .. NA L +12 NA +4.1 NA NA +1.3 NA W -2.2 to +1.7 -2.1 to +2.1 -7.6 to +1.7 =2.1 to +2.1 -2.6 to +2.4 -2.2 to +0.1 -2.6 to +2.6 Hi - nonzontm face in me pion in Tram H2 a horizontal font perpendlealaY -te the plane of frome NOTE: THE FRVnNG AT THIS ENOWALL LINE IS NOT DESIGNED TO ACCOWJODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO THIS FRAME LINE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT WENDED TO INCLUDE ANY FUTURE MODIFICATIONS- UNLESS EXPLICITLY NOTED OTHERWISE. LOADING COMMON FRAME LINE 5 .._.. I - e A V (Nip.) 1-11- (HPe) V (HPe) H1 (WI.) r H2. (kP.) V (Mm') D +0.3 NA +0.7 NA NA +0.3 C +0.3 NA +1.0 NA NA +0.3 L +1.3 NA +4.1 NA NA +1:3 W -22 In +1.7. -2.1 to +2.1 -7.6 to +1.7 -2.1 to +2.1 -2.4 to +2.6 -22 to +0.1 ni : nova m i toree ,n me pane m me H2 horizimtcl face perpemimlar-to-me plane d frame N1 Hy�} 2 V C A N LOADING CONDMON FRAME LINES 2-4 -.c - A V (Mps) HI . (lope) H2 O6pe-) V (MPe) Hi (HP-) H2 (WF-) D v +1.2 +0.3 NA +12. -0.3 NA. C +1.6 +OS NA +1.6 -0.5 NA L +3.8 +12 NA +3.8 -1.2 NA W -9.2 -4.3 to +1.4 - NA -9.7 -0.9 to +4.8 .. NA. W at X Brace6 _ -9.6 - -4.3 to +1.4 ----2.4 to +Z4 -10.0 -0.9 to +4.8 -2.6 I. +2.6 H2 - horizaMal form parpendietilar to the plane of frame HARBOUR RIDGE CHEMICAL D DRAMING sueumu SCALE'. NONE [.) FOR I DRAWN BY: TJ [ ] FOR APPRMAL CHECRED BY: [ ] FOR PEAYIr ONLY ] FOR I'1ZE1lldNARY DLH APPO I IF HARBOUR RIDGE PROPERTY OWNERS AS 12660 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC 11645103 AB-2 0 I� M m M 12 12 12 3/4'AB 6 BP01-B 378 PLATE LINE 81 81 " m 8 32 3 2 a 112 r n BP04-B 3 8 PLATE 6 1212 12 3/4 AB GIRT 1NE LINE- 1'0 BP06-B 378 PLATE GIRT LINE m I f n d 3/4'AB 12 12 12 6 BP02-B 378 PLATE 6 12 2 3/4-AB BP07-B- 3 8 PLATE --BASE PLATE -DETAILS 1'D _GIRT LINE m I M m N 3/4-AS 12 2 �2. 6 BP03-B 3 8 PLATE n GIRT 112 LINE 2 . 3 r 3 m 62 I BP05-B 378 PLATE 6 2 12 12 3/4-AB _ N � M n �N I m GIRT 10 -LINE BP08-B 378 PLATE HARBOUR RIDGE CHEMICAL D )R BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED) : BOTTOM OF THE COLUMN BASE RATES, EXCEPT 1/2 INCH BOLTS LOCATED AT DOORS WHICH SHALL HAVE PROJECTION I. SHALL HAVE A MNIMUM THREAD LENGTH OF 1/4 INCH LESS PROJECTION. THE PROJECTIONS SPECIFIED PROVIDE FOR A SE PLATE THICIWESS AND APPLICATION OF ONE 3/16 NCH tM ONE HEAV/ HEX NUT. Mr THE: INSTALLED-POSTON, THE IE ANCHOR BOLT MUST ;SE FLUSH .WITH, OR ABOVE THE TOP R. SUCH AS G LENGTH: WSTDOUBLE U CONSIDERED AND PROVIDED SUCH AS. GROUP... DOUBLE NUTS.; PLATE WASHERS. LEVELING I-, THAT MAT BE SP) BY OTHERS THREA05 SHOULD BE BE GREASED OTHERWISE PROIECTFD. ROSION NO. - REVISIONS MADE CK0 I DATE JENCRI DATE I NO.1 REVISIONS I MADEJ CKD DATE JENGRI DATE DRAING SI ITTAL I SCN_E: NONE DAZE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL _ RICHARD K. DAMS CONSTRUC AMERICAN BUILDINGS COMPANY - [•] FOR CONSTRUCTION FOR PERMIT O [) Fat vFRa ONLY [ ) FOR PRO.DRURY DRAWN BC TJ 04/03/12 atEa® Bn aw 04/03/12 - DESIGN APPD BY: CNC 04/04/12 DRAWINc. - REVNO. NUMBER• 11645103 AB-3 D CAD B/i TJ of oz 12 is:n:3s- -va..-3Ba - ..:..x a..._.-.... -. B 14 1/2 X 1 1/4 7 7/8 1150 13/16 C 4 1/2 X 2 7 7/e 11'4 1/8 N i„ 12 1F- 5 O 3'9(+— 1/16) V53, 35 2'1 1 2*2 I'3 g 14.8 6 TO CL OF COLUMN 1 rB g TO a OF COLUMN 1'3 e B 32'0 OUT TO OUT OF GIRT NNE COLUMN & BEAM CROSS SECTION AT FL. '1 NOTE: THE FRAMING AS DEPICIFD ABOVE G NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. HARBOUR RIDGE CHEMICAL D n r NO. REVISIONS - MADE CKD I DATE ENGR GATE I NO.1 REVISIONS IMADEICK'Dj DATE IENGRI DATE I DRAWING SVB AL - ST^ - I SCALE: INONE - DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHAR[l K. DAVIS CONSTRUC - AMERICAN UILDINGS.COMPANY B 1 REV. FOR CONSTRUCTION Te NIK 04/09/12 CMc 04/13/12 - - - - - ['] FaR cora7aucnm, [ ] FOR APPROVN. [ ] FOR I'F18/R orar C ] FOR pREuwnwRr _ oRAwn eY: r3 04/04/12 - CHECIQD er: CRN 04/04/12 - - oESICN APPo er: cMc 04/04/12 DRAWING. - NUMBER' 11645103 E-02 REv.No. 1 - - CAD BY.Tr o4/oz 12 1sni:32 V«. 39.1 SPLICE BOLT TABLE 5 CE OTY SIZE OEPTN CIEAR AT SFLKE A 6 3/4 X 2 TO 1/2 10'3 9/1fi 2 3/4 X 2 3/4 REF. SR4UMA) B 6 3/4 X 2 1 10 1/2 1 11'5 13/16 12 2 - 30'8 ie 5 C 3'9(+- 1/16) 2'1 3'5 3n 3153A 6E43L-26 & ff843R-2.6 8. ib1A 'Vol e - 1'811 287 CLEN - I I1 8 21 . 32'0 011T TO OI1T OF GIRT LINE _ C A NOTE: FRAME BRACE BOTH SIDES AT SPECIFIED LOCATIONS RIGID FRAME CROSS SECTION' AT FL'S. 2 — 4 FRAME IM 11615101.02A 04/02/12 08:10 . ' HARBOUR RIDGE CHEMICAL D NO.1 REVISIONS ImAcElmo I DATE ENOR OAIE NO. REVISIONS IM4DEIOKD DATE I ENGR DATE DRAWING SUBMOTAL n" BCAL.E. NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC AMERICAN BUILDINGS COMPANY FOR CONSTRUCHON - TJ NIX 04/05/12 CMc 04/13/12 - - [-I F°R CWnTRUCnON [) FDR.wFRDyx. F� DRAWN. BY. Ti 04/04/12 CHECKED BT: - CRII o4/04/12 DESIGN APPO BY: CMc a4/04/12 DRAWING. 11645103 E-03 MAD. NUMBER' - 1 CAD BY. TJ - 04 02 12 15:17:32 Vm 3&1 SPLICE BOLT -TABLE SPLICE Qw SIZE OEPTH CLFM AT SPLICE A { 1/2 X 1 1/4 7 7/e 10-8 3/16 B { 1/2 X 1 1/4 7 7/8 11'10 13/16 C 1 41 1/2 X 2 7 7/8 11'4 1/8 O tV 12 3� 29'4 9e 5 O 3'9(+— 1/16) 3'5 ;a. 1.3 71 1 14'8 A TO CL OF COLUMN 1 14'8 g TO CL OF COLUMN 32'0 OUT TO OUT OF GIRT ME COLUMN & BEAM CROSS SECTION AT FL. 5 NOTE THE FMING AS DEPICTED ASM IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. 2'1 , 22 1 2 2 HARBOUR RIDGE CHEMICAL D 0 i7 O Y tl =0 I &?1 Zm p N I v 02 7e 8 DRAW SUBYNTAL SCALE: NONE DATE STATUS HARBOUR RIDGE PROPERTY OWNERS AS I FM QON6IRU 014 I OMM W. I Ti 04/04/12 12600 NW HARBOUR RIDGE BLVD. I FOR MPRwAL CHECKED BY: CRM - 04 04 12 I FOP PmMR Drat / / PALM CY, FL I FOR PRD-onHrm' I DESIGN A M Br: CUC 0410411, RICHARD K. DAVIS 'CONSTRUC 11645103 E-04 1 lVI LALh 0 —�R_ NOTE. ALL ROOF PANEL RIB TO PURUN INTERSECTIONS J� , REQUIRE. FASTENER(5). (HIGHsmq m m m m m 0 m m m m m m \ m \ m \ m \ m \ m \ m \ m \ m \ m \ m \ m \ m \ \m m \ m \ \ \ \ \ \ \ \ \ \ \ \ N N N N N N N CI N N N N N N N 'N N N N N N A t 17 I n f A I- A l n I h l n I n I A -I 1 n I 17 '1 A I A I 'A l A I n I n 1 n I A I A I A I A I A I n I n I m ry m tV o N m N N N m N m N m N ry N m m N m N m N m ry m N m ry m N N N N N n N m ry 1 n 6 3 1 7 L 3 6 3 6 3 6 9 '6 3 6 3 1 9 R 3 6 7 LL 3 6 3 L 3 6 7 1 3 6 3 6 7 1 3 p - 3 d 3 6 3 6 3 d 3 6 !3 6 9 o L-D F➢-14.4 D FDE-2 (2)EDG-2 " [LowsDEi ROOF SHEETING PLAN HARBOUR RIDGE CHEMICAL D ' VD.. REMONS IMADEICCD I 'DATE JENGRI DATE I DRAMiNG 51MUMAL I BCE I- I NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC , . _ AMERICAN BUILDINGS Cc T REV. FOR COI Mn=DN - - T3 'NTK _04/05/12 CNC _ D4/13/12 - - [- FOR-MN5Diwnm [ ] FDR AFPRWAL [-) RM PEwGf orrlT [ ]FOR pr+Elba>.m DPAWN ar: ra --- 04/04/12 CIff:T:i® BY: CR11 - .... - " 12 /�/ oEsax1 ArFro eri -cuC 04/04/12 DIRAN7NG. 11645103 E-06 NUMBER CAD Ern I Ti 04 12 15:1735 Vw. 3&1 3'4 16'0 3070 PREA DOOR PKG. UP DJ8OC4-4.1D 5116W1 - DJBOC4-4.8 5 f�1 LAP(U.N.) 8216-16.3K2 (ZI FtEOURM GAL U.N. 16'0 32'0 Off TO OUT OF G19T ME 03 - DHBOC4-3.4 THIS ENDWALL FRAME MUST NOT BE ERECTED WITHOUT THE CROSS BRACING. REFER TO THE FRAME CROSS SECTION AT THIS FRAME LINE FOR THE REQUIRED CROSS BRACING.. GABLE ANGLE GA-1 TYPICAL AT CORNEM ENDWALL FRAMING AT FRAME LINE 1 NOTE THE FRAMING AS. DEPIcTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION NOTE: FlMD LAG STRUCTURAL CH NEL TO MASONRY -WALL W/l/2- ANCHOR BY OTHERS AT 4'0 O.0 MAX. 1n NOTE ALL WALL PANEL RIB TO GIRT 1 INTERSECTIONS REQUIRE FASTENER(S). Al (35)FPFV-2 W/(3.5)FPEC-1 Al - 3070 PREA DOOR PKG. UP SHEETING PACKAGE MKW EW01S—B AT FRAME LINE 1 (UP26) HARBOUR RIDGE CHEMICAL D NO. REVISIONS IMADEJCWD I DATE JENGRI DATE I N0. REVISIONS IMADEICKO I DATE IENGRI DATE I "T15 I SCALE: NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSIRUC AMERICAN BUILDINGS COMPANY 1 REV. FOR CONSTRUCTION TJ NTK 04/05/12 CMC 04/13/12 I`] FOR cm61RlK.T10N [ ] FOR APPROVAL [ 7 FOR PQdR max I ] F>ra PREl116NAliY DRAWN BY: TJ 04/04/12 �.: CRtI 04 W 12 / / - oTsicN APT'D Br: cMc a/aa/1z DRAWING. - - NUMBER' 11645103 E-07 REVNo. 1 CAD W. Ti 04 02 12 15:1704 Va. 3&1 n n LAP(U.N.). 8216-16ZZK (2 flEOLUED ux THIS ENOWALL FRAME MUST NOT BE ERECTED WITHOUT THE CROSS BRACING. REFER TO THE FRAME CROSS SECTION AT THIS FRAME LINE FOR THE REQUIRED CROSS BRACING. 16'0 3'4 32'0 OUT TO OUT OF GIRT ME - 3070 PREA DOOR PKG. L3P D6 - DH80C4-3.4 - 'DJSX0 411 5/8AP1 GABLE ANGLE GA-1 TYPICAL AT CORNERS - DJ80C4-4.10 5/16M ENDWALL FRAMING AT FRAME LINE 5 NOTE THE. FRAMING AS -DEPICTED ABOVE. IS NOT DESIGNED TO ACCONNODATE ANY FUTURE ENPANSION... NOTE: FIELD LAG STRUCTURAL CHANNEL TO MASONRY WALL W/1/2' ANCHOR BY ORERS AT 4'0 O.C. MAIL. NOTE ALL WALL PANEL RIB TO GIRT INTERSECTIONS REQUIRE FASTENER(S). 3-7-, 34 X 3'4 F.O. �FDH2 (Te [1 �I LLI O ; i a qj 4-FSJI j1 3.7 a e i e i n < i i a ILFI#12 3.7 l a rc P M RI II In 71 "I ILL LLI L4 Li (3.5)FPN-2 W/(35)FPEC-1 A2 - 3070 PREA DOOR PKG. UP SHEETING PACKAGE MK# EW05S-8 AT FRAME LINE 5 (LZP26) HARBOUR RIDGE CHEMICAL D NO.1 REVISIONS INVDEIaCDj DATE JENGRI DATE I NO.1 REASIONS IMADEICKRL DATE JENGRI DATE DRAWING SUBYITTN. SCALE. NONE DATE t REV. FOR CONSTRUCTION TJ 1 NIK 1 04/05/12 cuc w/13/tz �A HARBOUR RIDGE PROPERTY OWNERS AS - ['3 FCR WHSfR6CD0N- DRAWN BY. Ti 04/04/12 12600 NW HARBOUR RIDGE BLVD. [ ]FOR AP14RavAL� Ttr: aEt 04/04/tz PALM CY, FL [ 3 FOR PEmmr oNLr AMERICAN BUILDINGS COMPANY [ ]FOR PIELL6NNRY omcN APPD er: aC W04/12 RICHARD K. DAMS CONSTRUC DRAWING. - REVAO. CAD By.TJ a o2 12 ts:n:34 Per. 38.1 NUMBER' 11645103 E-07A T -1FMCS�tGH 1/9NM 1MXN-1CanGLIOH 1M.. 8212-22,01Q< 8Z12-21.OKK fU1 ��� 8z16-i2.aKK I -r �t I SZ16-21.ow ?ut ��� �-u I I �' I f I m11.5-2D.01,114 ,. -C8X115-2o.ONN �� C8X113-20.0NN- - - - CSX11.5=20.ONN 2'4 X 24 F.D. - -. 2'4 X 2'4 F.O. (5.0 SILL) - (5.0 SILL) // 2 FOR WILL OPEN T2(NOT - _ BRS-23.1 BY . 2'0 2'0 L (U.N.) w(U.N.) 1 0 I I (TYPIC 19,0 200 REW(TYPICA�I.O20'aWEO D1 - DH80C4-2.4 D2 - OJ8OC4-6.2 3/4AP1 D3 - WBDC4-6.2 3/48P1 Solo 0U( TO OUT OF GIRF (LOWSTOE) SIDEWALL FRAMING PLAN AT LINE C NOTE FIELD LAO STRUCTURAL CHANNEL TO IUSONRY WALL W/1/2- ANCHOR BY OTHERS AT 4b O.C. YNL 2'0 LAP(U.N.) - n NOTE ALL WALL PANEL RIB TO GIRT , u--] INTERSECTIONS REQUIRE FASTENER(S). GE-1R _ 55 1 W 55 CI & 55TFSE. GE IL 1'D m m, N N N N N N N m I y N N N ry N m d ry N N ,y I 1 I 1 I 1 1 I 1 1 I I I I I 1 1 I I I -T12-2.7 0 I -an 1 0 I 0 I 0 I 0 �I �I 41- LJ 6i 4- LJ FSJt-2.7 FSJ1-27 T( %50 Tow ZF.O. (50 SU) (S)FPFV-2 W/(8)FPEC-1 (LOWSIOE) SHEETING PACKAGE MK# SW01S—B AT LINE C (UP26) HARBOUR RIDGE CHEMICAL D DRAWNG SUBWITAL STATUS SCALE-' NONE N FOR COtSTRUO110N I DRAWN ffY:j TJ [) FOR MPNOVAL Cl1ESB BYCity: []� DmcN APPO Byd a QA7E HARBOUR RIDGE PROPERTY OWNERS AS 1/ 12 12600 NW HARBOUR RIDGE BLVD. 1/04/12 PALE,.( CY, FL 1/14/12 RICHARD K. DAMS CONSTRUC 11645103 E-08 1 1H8065-19.11 1 M1 7H8095-19.11 1 H lmBOS5-19.11 1 2 148095-19.11 7 2HK m BZ14-1R11 1 2X1 U14-19.11 i 2X1 8Z14-19.11 1 2X1 n \` BRS-2211 -r 21 DH80G-16.0 22 . DHSOC4-16.0 8Z16-5.9 1 4K2 DHSOC4-10.0. BZI6 5.9 1 42K \ // n N Z1 \_ Z2 ` N _ 8216-5.9 1 4KZ ` N IIZI -5.9 1 4ZK. 23 N < n n n t N n N N N Y Y M a a P1 P2 C8X1151204NN / OPEN 3'2(1/2 MR W A NRY WML DT � n / N 81'iIB.G BRS-22.10 +. IWO X 10'0 F.O. , 16'0 X 1010 F.O. 1010 X 10'0 F.O. 2O 20 - - 20 L/P(UN.) LAP(U.N.) IAP(U.N.) 1,0 16'0 1 2'0 1 1'11 1610 2'1 5'0 IWO 510 CBX71.5-1.9 1/4NN 6216-2.8 1/4P1 MIIZ-4.9 7/4NN 6216-21.OKK (11 REQUIRED (2) REQUIRED (1) REQUIRED (2) REQUIRED C11 U.N. TYPICAL UN. IC& U.N. TPICAL UN. ll'o 1'0 19'0 20'0 20'0 19'0 5 4 3 2 1 80'0 OUT TO OUT OF GIRT UNE 21 - B216-1.9 1/4P7 P2 - CB%I1:5-6.7 7/2KN 22 - SZ16-2.9 1/4P1 23 +. SZI6-2.10 1/4P1 PI - CSX11. 3 1/2NN (HIGHSIDE) SIDEWALL FRAMING PLAN AT LINE A NO - FIELD IAG STRUCTURAL CHANNEL TO n MASONRY W W/1/2' ANCHOR SY ,� NOTE: ALL WALL PANEL RIB TO GIRT OTHERS AT 4'0 Q.C. Wx d-) INTERSECTIONS REQUIRE FASfENER(S). 1HEL1R 5.5THLI-15.2 THELIL N N \ \ N N \ \ N \ N \ N N \ \ N N N N \ \ \ \ n IH I I n n I 1 n I 71 I Vl II 1 I A 11 VI II 1 I I I LL 6 6 4 1 6 1 6 6 6 6 6 (2)FOH2-8.4 - (2)FDH2-8.4 _ (1)FDH2-10.3 C O_ C OO O O OO I I 1 I I I IZ I I I YI I N I Yl W I 1 I h YI i0 W 16'0 X IWO F.O. IWO X IWO F.O. IWO X 10'0 F.O. '- (0.25)FPFV-2 W/(0.25)FPEC-1 (0.5)FPFV-2 W/(O.5)fPEC� (0.75)FPFV-2 W/(0.]5)FPEC-1 (3)FPFV-2 W/(3)FPEC-7 ' (MCHSIOE) SHEETING PACKAGE MK# SW02S-B AT LINE A (13P26) • HARBOUR RIDGE CHEMICAL D N0. REVISIONS IMADEICKD I DATE IENGRI DATE I NO.1 REVISIONS IMADEIC<D LDATE JENGRI DATE IORAWINC SUBYRp1 SCALE. NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC AMERICAN BUILDINGS COMPANY 1 REV. FOR CONSIRUCDON TJ NTK 04/05/12 WC 04/13/12 - - L•) PON CONSRIU0110N [ ) FOR APPROVN. [ 1 Fat PETaur oraY [ ) FOR PREL10HNt1' DRAWN BY: TJ 04/04/12 CHECKED Br: CRu U4/04/12 DESK2t APPD BY: CMC 04/04/12 DRAWING. - NUMBER' 11645103 E-09 REVNO. T GAD Br Ti 04 02 12 15:1]:35 Va. 38.1 SOUME SOUME RIGID a� TL ff u1 uws ISMC YT4➢ Bf THY T14E 6 uFmw HMI£ MEP xHRos u�o RL1 ..e a urnac ar>ras.... ME FIRST STEP IN THE SUCCESSFUL INSTALLATION OF ME ROOF OR WALLS IS TO HAVE THE PRIMARY FRAYING PLUMB AND SQUARE FOR BEST RESULTS. IT IS RECOMMENDED THAT A TRANST BE USED WHEN ERECTING THE STRUCTURAL STEEL BE SURE TO READ ME GENERAL ERECTION GUIDE PRIOR TO COMMENCING ERECTION, THE METAL BUILDING SUPPLIER STRONGLY RECOMMENDS THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE ME TOP PRIORITY ON ANY JOB SITE LOCH. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP ENSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY TELEPHONE NUMBERS, LOCATIONS OF FIRST AD STATIONS AND EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL. EMPLOYEES. DAILY MEETINGS HIGHUGHTNG SAFETY PROCEDURES, THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL AND SAFETY NETS WHERE POSSIBLE ARE RECOMMENDED ERECTION PRACTICES. THE METAL BUILDING SUPPLIER.. INTENDS THAT THESE DRAWINGS BE INTERPRETED AND ADMINISTERED WITH SOUND JUDGMENT CONSISTENT WITH GOOD SAFETY PRACTICES. ALL SAFETY PRECAUTIONS. OSHA SAFETY REQUIREMENTS. OR ANY OTHER APPROPRIATE SAFETY REQUIREMENTS. CUSTOMARY OR STATUTORY, MUST BE ADHERED TO. TO ENSURE MAXIMUM WORKER SAFETY. IF OIL OR OTHER SLIPPERY SUBSTANCES ME SPILLED ON THE ROOF/DECK PANELS, WIPE THEN OFF IMNEDUTELY TO PREVENT SUPPINGORFALLING. YOU SHOULD "WAN A FIRM, SAFE POSITION WHEN USING ANY TOOL YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE ROOF EDGE WHEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON ME ROOF AREA DO NOT UNDER ANY CIRCUMSTANCES STEP OR WALK ON ME SURFACE OF ANY FIBERGLASS SKYLIGHT. IF FOOT TRAFFIC IS NECESSARY OVER SKYUGKT, USE WALK BOARDS THAT ME PROPERLY SUPPORTED BY ME BUILDING PURUNS. BOLT DIAMETER DIMENSION W 1/2' . 7/8' 3/4' -1 1/4- - /8' 1 7/16- 1 5/8. A3 n HEAD BUILDING ALIGNMENT GEQ7 I SAFETY COMMITMENT.. _ GE70 I. ASTM A325T BOLT IDENTIFICATION MF01 BOLTED WITH NUTS THREADED I BOLTS, JUNE 30, 20". OTHERWISE ON ME ABC DEFINED AS SNUG -TIGHT IDLES SHALL BE ALIGNED IETHREADS. BOLTS THE JOINT TO THE T EACH OTHER, BUT THROUGH THE BOLT CONNECTIONS WITH A325 BOLTS WHICH ARE DEFINED AS PRETENSIONED (PT) OR SUP -CRITICAL (SC) JOINTSWILL BE NOTED AS SUCH ON ME ABC DRAWINGS OR BY ME ENGINEER OF RECORD. ALL CONNECTIONS WITH A490 BOLTS ARE EITHER PRETENSIONED (PT) OR SUP -CRITICAL (SC) JOINTS. PRETENSIONED JOINTS ME TYPICALLY REQUIRED WHEN ME JOINT IS SUBJECT TO SIGNIFICANT LOAD REVERSAL THE JOINT IS SUBJECT TO FATIGUE LOAD WITH NO LOAD REVERSAL.; ME BOLTS ARE SUBJECT TO TENSLE FATIGUE. ME BUILDING SUPPORTS A CRANE OF OVER 5-TON CAPACITY. OR ME CONNECTION ISPART OF ME SEISMIC LOAD RESISTING SYSTEM AND ME ASC SEISMIC PROVISIONS (ASC 341) ARE APPUCABLE. ME SEISMIC. PROVISIONS ME APPUCABLE WHEN THE SEISMIC RESPONSE MOD19CAMON COEFFICIENT. R. IS TMEN GREATER THAN 3. 'NOTE THAT LOADINGS FROM WIND OR SNOW ME NOT CONSIDERED SIGNIFICANT LOAD REVERSAL OR FATIGUE LOADINGS. SUP CRITICAL JOINTS ME REQUIRED WHEN SUP 1S DETERMINED TO BE DETRIMENTAL TO ME PERFORMANCEOFME STRUCTURE INSTALLATION METHODS PERMITTED FOR PRETENSIONED AND SUP -CRITICAL JOINTS INCLUDE TURN OF THE NUT PRETENSONING, CALIBRATED WRENCH PFETFNSIONING. TMST-OFF-TYPE TENSION CONTROL BOLT ASSEMBLIES. AND DIRECT -TENSION -INDICATOR PREIENSIONING. PRETENSION VALUES EQUAL TO OR GREATER THAN ME VALUES USTED IN ME BOLT PRETENSION SCHEDULE SHALL BE PROVIDED. FOR INSTALLATION BY TURN -OF -NUT PRETENSIONING. ALL BOLTS S FIRST BE TIGHTENED IN ACCORDANCE WITH THE SNUG -TIGHT PROCEDURE ME NUT OR HEM AS APPLICABLE SHALL MEN BE ROTATED BY ME. AMOUNT SPECIFIED IN ME. BOLT PRETENSION SCHEDULE PROGRESSNG SY XICALI.Y FROM ME MOST RIGID PART OF ME JOINT. ME PART NOT TURNED BY THE WRENCH SHALL BE PREVENTED FROM ROTATING DURING THIS OPERATION. ISTN A325 BOLT PRETENSION SCHEDULE BOLT DIA dC SPECIFIED MINIMUM BOLT PRETENSION NUT HEAD ROTATION FROM � SNUG -TIGHT CONDITION LbSldo 4db <LbSDtlp.. 1/2;0._. 12 KIPS: 1/3 TURN 1/2 TURN 3 4.0 28 KIPS 7/8.0 _ _ 39 KIPS 10 51. KIPS (Lb- LENGTH OF BOLT) INSPECTION INSPECTION REQUIREMENTS FOR SNUG -TIGHT JOINTS CONSISTS OF VERIFICATION THAT ME PROPER FASTENER COMPONENTS WERE USED AND THAT ME CONNECTED R ENTS WERE FABRICATED PROPERLY. AFTER ASSEMBLY, IT SHALL BE VISUALLY ENSURED THAT THE PLIES ARE SOUDLY SEATED AGAINST EACH OTHER. BUT NOT NECESSARILY IN CONTINUOUS CONTACT, AND THAT WASHERS, IF REQUIRED, HAVE BEEN USED. NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED. FOR TURN -OF -NUT PRETENSIONING, IN ADDITION TO ME INSPECTION REQUIREMENTS FOR SNUG -TIGHT JOINTS, THE. INSPECTOR SHALL OBSERVE THE PRE -INSTALLATION VERIFICATION TESTING AND MONITOR THE WORK IN PROGRESS TO ENSURE THAT ME BOLTING CREW PROPERLY ROTATES ME TURNED ELEMENT BY THE AMOUNT SPECIFIED IN ME SCHEDULE. ALTERNATNELY, WHEN ME FASTENERS ME MATCH -MARKED AFTER INITIAL FIT -UP !SNUG -TIGHT CONDITION), VISUAL INSPECTION IS PERMITTED. ME SIDE OF NUTS AND BOLTS THAT HAVE BEEN IMPACTED SUFFICIENTLY TO INDUCE ME MINIMUM PRETENSION LOADS WALL APPEAR SLIGHTLY PEENED. NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED. BOLT INSTALLATION & INSPECTION NOTES MF91 1/2.0. 3/4.0, 7/8.0 & 1.0 STRUCTURAL BOLTS (A725) AA HARBOUR RIDGE CHEMICAL D DRAWANO SUBi SCALE: NONE DATE STAB HARBOUR RIDGE PROPERTY OWNERS AS I FOR CONSTRUCTION DRAWN BY: TJ 04/04/12 12600 NW HARBOUR RIDGE BLVD. I FOR APPRGJA' CHECKED BY: CRY 04 04 1z I FOB PE;w MY / / PALM CY, FL 1 Fa+ P�NAE+Y DIsm MPD By.1 c1Ac lovovl, RICHARD K. DAMS CONSTRUC 11645103 SED-001 SVflY RZWrtYYG' ENN 'NU¢NM9RIIlD � TP — ro YSE rxE sNasr lNo Yasr pNM+CmE ERTrnmY tEaNOu¢ EAVE STRUT (6) SAVE STRUT BRACKEE{{ (SHOP WEIDEI) • EAVE FRAME BRACE PLATE BR40A M RAFTER ' CLOSEST TO INSIDE KNEE COLUMN NOTE LONGER BLT• IF FRAME BRACE TABS TO BE REQUIRED FORSUPPUSPUCE�PLATE BEM IN FIELD AS RED. TO EFB_-- CONNECTION EAVE FRAME BRACE. CONNECTION (BYPASS) BR4O DIAGONAL HAUNCH CONNECTION FROM EAVE STRUT TO SPLICE PLATE AA SYEIY AIECWIgR ENII NtlYFA SNOIrtD ff TRNNO ttl US TF Y3IIT M9 u05f PipWN:IM1E 0¢Clron TEOIXNNES STRUCTURAL EAVE STRUT (fi) PER EAVE:I 0 4 rOWALL RASTER `1/]4)HVHX NUT 1/4 A325T/ 1 1/41 1/4- 1 : I m n n - I w : I •� aSL 9/16'0 COLUMN NOT SHOWN FOR CLARITY. - SPMCE PLATE CORNER COLUMN ft OF COLUMN • EAVE FRAME BRACE • LENGTH WILL VARY BASED UPON CONNECTION THICKNESS MEW •A -A. E_ - CONNECT AT ENDWALL RAFTER SPLICE SPLICE PLATE BOLT CLOSEST TO INSIDE KNEE • FRAME BRACE TABS TO BE NOTE sr xAwOLPi c n..= EE lYmS BEM IN FIELD AS RED. LONGER BOLT SUPPLIED IF eEEvc urnm rn .va TK£.um c DORM m S1mE m NEFP xlvns REQUIRED FOR SPUDS PLATE AM rtlT aPAR OF uwWe uwx TO EFB= _ CONNECTION - EAVE FRAME BRACE CONNECTION DETAIL.. BR4OA CORNER COLUMN. CONNECTION DETAIL AT BLDG. SAVE-EF12 DIAGONAL HAUNCH CONNECTION FROM EAVE STRUT TO SPLICE PLATE AA COLUMN TO RAFTER CONNECTION I AA (2) 1/2 X 1 1/4 A325T/—--------------------- H ------------ ssnrl%W .CY STAY Yfl1. T1E QFM Q S A. cE E14 EOIIlS uF1/2WXHT . aTRMu xwemW/ AeWEw EEf aEAe amF P'^aEn°xcHAIrooYns A325T BOLTS (TYP.) (SEE CROSS SECTION FOR A325T BOLTS Nm P8T arA¢ ov uumc IR.➢S < SIZE AND QUANRII') ON (SEE CROSS SECTION OR SIZE AND QUANTITY) FRAME BRACE PURLIN (2) 1/2 A325T/ (2) 1/2 X 1 1/4 A325T/ /2 HVHX 1 2 HVHX NUT NAY VARY SEE BSD1M RIGID FRAME COLUMN ENDWALL RAFTER STIFFENER ENOWALL INTERIOR COLUMN • ylm�� RIGID FRAME COLUNN� RIGID FRAME RAFTER RIGID FRAME TINTER ENDWALL INTERIOR COLUMN CONNECTION DETAIL EF26W I DIAGONAL HAUNCH CONNECTION AT BLDG. EAVE MF11 I DIAGONAL HAUNCH CONNECTION AT HIGHSIDE FAVE MF16 COLUMN TO RAFTER CONNECTION1 AA RIGID FRAME AA RIGID FRAME - AA WEB OF RAFTER '�ur WEB OF COLUMN CING R00 CONNECTOR "NIX NUT HIXOR RAFTER _ I A7 BOLT/ NBR--UNGT CUT WISHER HV HVHX NUTROD BRACE I HILLSIDE WASHER I BWP_ BOLT BEVEL BWP_ TYPICAL CABLE GRIP T CABLE • COLUMN/RATER FLANGES OMITTED FOR CLARRY. 'CABLE/ROD BRACE DETAIL AA CUP I HILLSIDE WASHER (SHOP WELDED) �- CUT WASHER A325T BOLT/ R00 BRAZE BR_-(ENGm HEX NUT H HX NUT - RACINC R00 CONNECTOR SI EIfjC_ I cumlL - � INTERIOR COLUMN COLUMN ENDWALL ROD CONNECTION TO CORNER COLUMN AMA HARBOUR RIDGE CHEMICAL D OflmNG SUBMR` - I SCALE: - NONE STATUS I FFOR CONSTRUCTION I DRAWN BY: TJ APPRI I FOR PELDMIT ONLY CHECKED BY: CRY I POR PRFDIYNMY DESIGN APPD BY: n 1 1/41 1/4- 9/1610 HOLES j 1 COLUMN NOT SHOWN S/ ^ FOR HIGHSIDE ENOWALL� SHOWNCLARITY.RDFTER ` (4) 1/2 X1/2)HVH NUT IL OF COLUMN HIGHSIDE CORNER COLUMN MEN. A-ALENGTH WILL VA BASED ON ENDWN RAFTER SPLICE R CONNECTION THICKNESS such PIEV' lI STAY W6L W ME QFM 6 EdLS M[ uwm er ANr rnre uTwc Wente[ slu ro Ws NA.ms uIo RxT EIFAR a< uwx tD+vs CORNER COLUMN CONNECTION DETAIL AT HIGHSIDE EAVE -EF14- COLUMN TO RARER CONNECTION AA ^. A32W[ '(5) TV. NF1ER H T Gw kAAm A� !� mi TYPICAL CONNECTION AT GAPS q 3- • T a w—yllllLlG___ IVYEE$ 1. 9W5 ISO AT G > 1/ -. 2 fMCE MII-T.. BETYTDI MLT PASS AS IEOUWF➢ W CVS W W1PN39QY An* 0EATFR THAN 1/C A10 TG{ Wfyp. [ E• E 1 W 1 TAN 011-TN 9 1• TEN. • E . T BOM E816 •TAR1✓m S m bl t A= Ste- SME SECTION A' -'A' .. AL-9UwWG YAIFAUL YYD SIE6 (SFCOON i19rtXIGN GP) S RUS $MYYLVC NETNLS 9YILL41 TYPICAL HAUNCH SHIMMING DETAILS 1 MF1.9 RIGID FRAME I- AA DA�HARBOUR RIDGE PROPERTY OWNERS AS 4/Da/12 12600 NW HARBOUR RIDGE BLVD. A/D4/12 PALM CY, FL 4/04/12 RICHARD K. DAMS CONSTRUC NUMejI :1 11645103 SED-002I '—"' �i�f/7:if7dffie'�iltT.a7l�2 eFi� � tir irl �ii�li�� ��6rii>FI��ItEif�Llg �itlii7iR1�� ®®D'Ei€7��Lf�i✓ ��AiiZ>�AE7!•tT�ilwi�ls�'�.ii�L1RFFi ®�i:✓i>Fl(l�"F��Ii'Ei>I�FiiR/71G�® 0D/'�57pffi��'s'slccra_pr.�ll�F� ®AwiZil6)C�'>_�i:F>FFiitI�iTF�i OEM 0 WOOD RIGID FRAME Straight puHim are a necessity. 2ec sections have a natural tendency to roll out of plane and deflect har@antally. This must be connected, by forcing,the Fuldns into proper plane and spacing. Wood blacbng is recommended as one method to accomplish .this. oon71LP! Ha'.]dVfi To BE A TN1JM eATAIm ro TNmc libVAIN muvwedpiV� sBww wsw Noll Pndln Rlaakina w 1112 ro TBr1L TICCATGSS, UPPFD A9LCl5 IE➢UaS llff Ilg 6 Yf]!fD plFlElt SIPS Before installing the roof panels and insulation, be certain that the pudins are straight and at SIT • to the slaps of the roof. Use wood blocWng to assist with pudin alignment if adjustment is needed. Start mth one raw of temporary blocking in the center of the bay. Use additional rows of blackingif needed to maintain straight putllns. An sheefng progresses to within one panel width of the blocking it should hold the puffins in alignment allowing the blocking to be removed. Nova blocking to next bay is the erecfon progresses. BOLT REQUIREMENTS .FOR .SECONDARY FRAMING CONNECTIONS. BSO1. AT RAFIEIS. - AA %//�� INTERNmwTE BAY EAVE smin-�\\\�y//�%'% J` SVEIY PrdGamph WOULD KwA15 wFM BIE11 'MT3A 9iaND EE lnVfeL UIIhS' rac Bosh a uETH VARIES ro ICE lr¢ sucsr .wB uP.,fr swa.'Q5 rmx svAF E022 IMrdIRM FISLnO IEbaaPfS 325T/ EAVE STRUT BRACKET (SHOP WELOED) 1/2 X 1 1/4 A325T/ 1/2 HVHX Na (2) REQUIRED PER EAVE STRUT END CONNECTION 2' NOTCH Typicot construction of wood blocking is shown above. A 2 x 6 minimum board size should be used. Refer to the crass section framing drawings that accompanied the building to determine the pudin size and spacing. Measure the puffin Range and not notch in board accordingly. 1/2 X 1 1/4 A325T/ 1/2 HrvHX NUT 0 1/2' 1 (2) 1/2'X 1 1/4 AZ125T/ 1 2 HVHX NUT OR AS AN OPTION (1) 1/2 X 1 1/4 A32ST/ 1/2 H1g1X NUT AND (1) 1/2X2 3/16 A44g DE - TTP MAY VARY SEE BSO1M S+iilY nflFCYI1MR FUr 'RYMFIY SrSEIY iNSr. PURLIN BLOCKING GE02 STANDARD PURLIN LAP F01 AA BYPASS CONDITION _ - AA ENO BAY EAVE STRUT wmama sxalan uwrs w"An PURUN aL0.£5 Ylm MAVOIIIIa YETK 9JflFYE WIX 91AW kDGES 1/2 X 1 1/4 A32ST/ AND -ROLL CUP 1/2 HVHX NUT CL-12 = B' PURLING CL-13 9 1/2- PURUNS I CL-14 a 12' PURLING SAVE STRUT BRACKET (SHOP WELDED) 1/2 HVHXI NUT�25T/ (4) REQUIRED PER EAVE STRUT END CONNECTION % 1 1/4 A325T/ ( NUT ANGES > 7/16- - I X 2 A325/ { NUT sMxrr rnEcannR. -. P u ; Ell an EUEn^H M1 EC OFGaIALS N IECIILC SIRW E. enUt PURLIN CONNECTION DETAIL AT ENDWALL FRAME RF03R LOW/HIGH SIDE EAVE STRUT CONNECTION (BYPASS GIRTS) 1 RF31R LOW HIGH SIDE EAVE STRUT CONNECTION BYPASS GIRTS RF32R I ANTI —ROLL DETAIL UPHILL 1 RF50 BYPASS. INSET h FLUSH CONDITION AA ALL RAFTER/COLUMN FLANGE WIDTHS I AA ALL RAFTER/COLUMN FLANGE WIDTHS I AA RIGID FRAME RAFTER IAA ROOF PANEL ROOF MR CL-14 - ROOF 112X1 AT CUP ROOF OF RAFTER sVflr MCMITtlll: rd U sE nxd! su9mgAup mBEwesa. vrpoucmc Es¢cnox 1taPoWFS (2" 1/2 X 1 1/4 A325T/ 2 Ill NUT TOP' MARK PURUN WEB REINFORCEMENT CUP CL-15 (SEE NOTE FOR LOCATIONS) (2)) 1/2 X 1 1/4 A325T/ ' 1/2 HVHX NUT —PURUN WEB REINFORCEMENT CUP RAFTER PLATE MUST BEAR ON RAFTER C1-15 TOP' MARK TO TOP Pt ATE MUST BEAR ON RAFTER TOP' MARK TO TOP )) / 1/211Mt% 5N PURUN NUT OR R AS AN OPTION ( 1/2 X 1 1/4 A2125T/ —_ �Icn-- - � ��(2)-1/2-X 1 1/4 A325T/- - — 1I2-HVHX NUT ENOWALL RAFTER NOTE WHEN ATTACHING CL-15 USE TWO 1/2 HVHX NUr OR AS AN OPTION � (IWI 2# 3/16 AH9 OE - TTP VAAY ymr pm0yl.,m; BOLTS. TOP BOLT LOCATION VARIES (1) 1/2 X 1 1/4 A325T/ 1 2 HVHX NUT SEE BSO1M WR woRion sVEm hen. BY MEMBER DEPTH AND (11R/2X2 3/16 A 9 DE - TP MAY VBSAOYIM SEE -ANTI—ROLL DETAIL RF51 PURLIN WEB REINFORCEMENT CLIP DETAIL RF53 PURLIN WEB REINFORCEMENT CLIP DETAIL RF54 •ENDWALL RAFTER LONG SPAN III PANEL BA LONG SPAN III PANEL I BA AA HARBOUR RIDGE CHEMICAL D N0. REVISIONS MADE CX D I DATE JENG1I DATE I NO.1 RENSNINS IMADEICKRJ DATE IENGRI DATE I DRAWING SUSMINAL Suu. I SCALE. NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM _CY, FL RICHARD K. DAVIS CONSTRUC -" ' AMERICAN BUILDINGS COMPANY 1 REV. FOR CONSTRUCTION TJ NIK O4/OS/12 CMc 04/13/12 - - - [•7 FOR APP5O ucnON [) MR APPROVAL [)FOR pIS61R oar [ ] FOR PRELiatuxr DRAWN ar: TJ oyo4/12 CHECKED ED: CTW 04 04 12 / / DESIGN APPD ITY.1 CMC 04/04/12 DRAWING. 11645103 SED-003 aEv3J0. NUMBER' 1 CAD ITT: TJ 04 03 12 09:22:53 Ver. 38.1 PURUN PURUN WED REINFORCEMENT CUP AT MJTI- ROLL CUP ROLL CUP ANTI ROLL PURUN SPACING P ,RUN SPACING AT AND -ROLL CUP CL-12 = 8' PURUNS BRACE CHANNEL • CPS-1 CPB-1 BRACE CHANNEL CPS-1 CL-13 9 1/2' PURLING 6C16-LENGTH FIELD ATTACH USING FEUD ATTACH USING 6C16-LENGTH (4) STRUCTURAL FASTENERS I (4) STRUCTURAL FASTENERS I FEUD ATTACH (2) 1/2 % 1 1/4 A325T/ /12%1 1/4 SOHH 112X1 1/4 SDHH STRUCTURAL FASTENER(S) (2) /12X1 1/4 SDHH PURUN AT SPACING WTIH ANTI -ROLL CUPS 1/2 HVH% NUT ) I (SEE NOTE FOR LOCATIONS) �`.� PLATE MUST BEAR ON RAFTER :. SEE DETAIL BR9DBA 4OP' MARK TO TOP ) __ _ _____ - PURUN (1YP.) I - _ PDPo,IN ".. .) t____- (2) 1/2 % 1 1/4 A325T/ i I BRACE CHANNEL 1/2HVHX NUTS - i �• i i _ _ RAFRER • 1/2 X 1 1/4 A325T/ HVHx LIT AND -ROLL CUP .. RR FOR FLANGES LLS1] / CL-I3 (S(TT�RUCTURAL JFASTENER(S) TYP. BEACH PURUN U.N. • > 9/16' _ 1' LOCATION AND ORIE ATION WY VARY 1/2 % 2 A325T/ REFER TO ERECTION DRAWINGS •BRACE CHANNEL MAY BE LOCATED ON THE UPHILL OR - BRACT ANGLE 1/2 HVHX NUT DOWNHILL SIDE OF THE ANTI -ROLL CUP CONNECTION. $$BAR NOV: WHEN ATTACHING CLCA USE TWO RAFTER REFER TO ERECTION DRAWINGS. (CONTNUOUS) FIELD ATTACH BOLTS. TOP BOLT LOCATION VARIES INSTALL BRACE CHANNEL AS CLOSE AS POSSIBLE CONNECTION AT FRAME LINE CONNECTION AT BRACE ANGLE STRUCTURAL FASfENERTS) BY UMBER DEPTH wnr p¢rrnmre EM]I WYa3A Pwun � nwxm TO THE ANiI-ROLL CUP. NN (2) #12%1 1/4 50 H i0 VY ME SVFSf Y0 YOST_ pRllwlLiRE EREenall RnvagEs. BRACE ANGLE SBA1 ANTI -ROLL CLIP DETAIL ....._ . RF57 / BRACING DETAIL THROUGH -FASTENED 8' OR 9 1/2' -PURLING ROOF BR51 I BA BRACE CHANNEL. INSTALLATION.. ABOVE BRACE ANGLE _ BR92 PURUN WEB REINFORCEMENT CUP REQUIRED I AA 1 I BA ADDED 4 UT PURUN... svnv vRmJNpre vaNaRs vwln NE 1RAmm N - (IF REQ'D) __________i mgyEp EAFLMW INTF'➢WSS THROUGH -FASTENED ROOF _------'A ____________________________________- ___ F�'�'�' 1/2 % 1 1/4 A325T/ 1 1/2-H- ______________________ 1/2 HAHX NUT _____ _____ _ _ ________ _ WITH (2) HT WASHERS PURUN GIRT _ _____________ __ __ _ _ __ (ONE UNDER THE BOLT. HEAD ______________________ -_—----_-----_---�_ AND ONE UNDER THE E __ MASONRY WALL. COLUMN O oI I O 9 Oi � i FINISHED FLOOR - I •I / i ' ----- ___-- e BRACE ANGLE FRAME BRACE .. GRADE LEVEL '. .!,!'.;.:• A FASTENER(S) SBAI A TY�. (STRUCTURAL (1$E 1AC2X1 1/ H PUR4UN U.N. _ FRAME BRACE FB-_ BOTH SIDES ' STRUCTURAL FASTENER(S) 1/2 X 1 1/4 A325T/ IF REQUIRED BY DESIGN AS N01ED ON -DRAWINGS fi' MIN (3) III= 1/4 1(2 HVHX NUR (NO WABH REQUIRED) THE BUILDING ERECTION E.- RAFTER OR COLUMN BRACING WITH THROUGH -FASTENED ROOF BR97 FRAME BRACE BR17 FOUNDATION _ MA02 SECTION "A -A' - BA FOR BWASS PURLING / GIRTS iL AA MASONRY APPUCATIONS SECTIONS AT MASONRY SIDEWALL I AA TAP DETAIL USE MOO BLOCKING TO ELEVATE AND SLOPE THEE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. MOO BLACKING PLACED BETWEEN PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER THE STACKED BUNDLES 'M H A TARP OR PLASTIC COVER LEAVING ENOUGH OPENING AT THE BOTTOM FOR AIR TO CIRCULATE WALL PANEL WALL FASTENER 2.0 i LAG BOLTS / 5 -0' O.C. - 12%1 1 4 / 1'-0' IS.C. (BY OTHERS) ErStIY AECVnIa2 wmam sxaum urAs afAJR aaxs'rNLN xAmx vwvs BOND RIVET 1/8 RNET 2 -0' D.C. HEADER CHANNEL I I . 1 I I � T t/2' I MASONRY y LONGSPAN III PANELS SHOWN, • MCHRECNRAL m AND PANEL IRA!y EC-1 MULTI RIB SIMILAR TARP OR PLASTIC COVER USE .SPACERS BEiWE}]i BUNDLES -DRIP-FLASHING ., FPFV 1 _ L y BLOCK ABOVE GROUND TIE DOWN -WALL PANEL TO MASONRY DETAIL MAO8 PANEL STORAGE GE51 . MASONRY APPUCATIONS PARTIAL MASONRY WALLS - AA LONG SPAN III, ARCHITECTURAL Of, AND MULTI -RIB PANELS I AA HARBOUR RIDGE CHEMICAL D N0. REVISIONS MADE CK D GATE 1ENGRI GATE N0. REVISIONS MADE CK D DATE ENGR DATE CRANING SUBMITTAL STATUS ST�AI F: NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CN FL RICHARD K. DAVIS CONSTRUC ' AMERICAN BUILDINGS COMPANY 1 REV. FOR CONSIRUCRON - - TJ I NTK 1 04/05/12 CNC 04/13/12 - - [•] FOR CONSIRUCDON I 1 FOR APPRWAL [ 1 FOR PE Aur ONLY I 1 FOR PRELIMINARY DRAWN BT: TJ 04/04/12 CHECIQD BY: CRN 04/04/12 - I DESIGN APPO BY: CMC 04/04/12 DRAWING. 11645103 SED-004 NUMBER' REVtRD. 1 - - CAD BY. TJ 04 03 12 09:2255 Vtt. 3H.1 FIANCE 1Hx]GaJs SLYIIM � GNIfF DSuat REp12ED Xin+ ..S ; Nt+a �cu6eD I➢IT IA^PE➢1/2 1 AY5 OR - FOR ln'I'M ] 11-te In %T1 Il 4 -te s eIn x x 13 In9 -" 11 31C - J- - 17 X.2 MII5T 11 In X,.2 ] a -lase GE In .x 2 M x 1.y 4 is _ 2 x t. t 15 x A.1 X 2 ,vest'. + .x 2 AT25T _14 x] s -Amm 112 x 2 AT25T u2sr J'IT JLa-xa-&3zflL- In X'2A1 21 1 x 1 .X3 AII5!- - JI i1-18 1 X35/b"AYI)'TE 1 X 2AVST V25T P n-ta t xJs wTma 1 x2'A=_. t .%2 AJ25T. 1 1 11 - f0 1 % J 5 w - - SPFIIV. GROEII 9'E4K UPmfA aNTi. m R a PEEa1P1ET61FD 11w Au caaars euu .�EIE . A�w IM1.n�o� sit'Ir 2 X 6 WOOD EBRLQC S1) KING xuxY M1T_ w rwr sU•, m w arlm m vNL ePrs m utE sans ro. m Tq5 PPtrumaiwnff W9A A SFaJ6 PYUb. GIRT SPACING FRAME COLUMN TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE. A 2 X 6 MINIMUM BOARD SIZE SHOULD BE USED. REFER TO THE CROSS SECRON FRAMING DRAWINGS TO DETERMINE THE GIRT SIZE AND SPACINGS.' - - INSTALLATION OF THE BUILDING WALLS IS GENERALLY DONE BEFORE THE ROOF. BEFORE STARTING THE WALL SHEETING OR INSULMON, CHECK TO BE SURE THAT THE EAVE STRUT AND GIRTS ARE SfRA1GHT AND PLUMB. TO ALIGN THE GIRTS, CUT TEMPORARY WOOD BLOCKING BOLT. REQUIREMENTS FOR.. SECONDARY FRAMING CONNECTIONS BS02 TO THE PROPER IIIIGDH AND. INSTALL BEIWEEPI THE UNES OF GIRTS. THIS BLOCKING CAN BE _ AT COUJUNS - --- MOVED FROM BAY TO BAY WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED. NORMALLY, ONE ❑NE OF BLOCKING PER BAY WILL BE SUFFICIENT. • ENOWAu 1 1 SV£fY PPEGW11Oro W N'JT S1EP. R M p1YB RI Wl1 m115 GI EUE 511MS iAlllff iU .gEiIE TG TWS PPECVIIgN uAl' PE41Li W A SCORNER COLUMN �� �i' - . 1/2 % NUT T HVH% 1/2 I SDHUC1URA- FASTENER(S) #12XI 1/4 • UTILITY CLIP CL-2 GABLE ANGLE GA-1 (2) 1/2 X 1 1/4 A325T/ 1 2 HVHX NUT MY SEE VARY BSO2M - TYP 1/2 X rM (') T/2 % 1 1/4 A325T/ i//2 HVHx NUT AND (1) 1/2X2 3/16 A419 DE - TYP WAY VARY SEE 9SO2AA GIRT BLOCKING .GE03 BYPASS LAPPED GIRT CONNECTION TO COLUMN WF02R --AA - AA lbwt4q---, FLANGE • NOT REQUIRED IF OPEN ENDWALL CORNER GIRT CONNECTION (RIGID FRAME CORNER COLUMN) WF04 BYPASS GIRT TO COLUMN CONNECTION (LAPPED GIRTS ONLY) 1 WF10R BYPASS GIRT TO COLUMN CONNECTION LAPPED GIRTS ONLY WF10RA BYPASS CEE GIRT WF71 R BYPASS SOMALI. / BYPASS, INSET ORFLUSHENDWALL AA STEP ONE - AA STEP TWO AA AA (17 1/2 % I I/4 A32BT/ Cz) 1/2 x 2 HVHX NUf AND (1) I/axe 3/16 A419 DE - T1P MAY VAR SEE BSO2N NOTE -- FOR NON -LAPPED GIRT CONNECTIONS Z) OF THE APPROPRIATE 25T BOLTS MUST BE USED. 'BYPASS GIRT WF58R BYPASS NON -LAPPED GIRT CONNECTION TO COLUMN WF61R HARBOUR RIDGE CHEMICAL D AA I AA NO- REVISIONS NADEICKD I DATE JENGRI DATE I NO.1 REVISIONS MADE CKO I GATE IENGRI DATE I ORANZIG TUSUVIAL SCALE. NONE GATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM Cy, FL RICHARD K. DAVIS CONSTRUC AMERICAN BUILDINGS COMPANY 1 REV. FOR CONSRRUCTON rJ M 04/05/12 MC 04/13/1z - - - 1.7 POF cwle CTION [ 1 FOR APPRwN. [; � � DRAWN ar: rJ a4/o4/u cNECIan BY CRH 04 o4/12 / DmGn APPD 19r: aJc 04/04/12 DRAWING. REu'a- NUMBER' 1 1645103 SED-005 1 CAD BY: TJ 04 03 12 OB:z2:sT ve. 3a1 EAVE CLOSURE FLASHING SAVE SUI FLASHING EAVE STRUT ' OUTSIDE CLOSURE LOAI . • UINGSPAN PANEL (TYP.) DRETHANE CAULK GTs r-EAVE TRIM :G'D. PER I -AP RIVET THINGS TO REMEMBER 1. THINK SAFETY. 2. CARE FOR PANELS IN ACCORDANCE WITH ERECTION GUIDE 3. ALIGN GIRT. 4. PLUMB FIRST AND EVERY PANEL 5. CHECK COVERAGE ON EVERY PANEL 6. FOLLOW. SCREWATTACHMENT SEQUENCE - TRAILING TO LEADING. TOP TO BOTTOM. ]. DO NOT EXCEED INSUTATION THICKNESS (4• MAX.). 8. DO NOT -RATCHET OR OVERTIGHTEN WALL PANEL SCREWS. THIS WILL CAUSE 'DIMPLING'. S. USE THE MT OF THE LONGSPAN PANEL TO APPLY PRESSURE WHEN INSTALLING. (SEE EXAMPLE) 1O:.DONOT .USE ABRASIVE SAWS OR OTHER. CUTTING TOOIS: WHICH PRODUCE HOT METAL PARDCLES OR BURNED EDGES. THESE METHODS WILL DAMAGE THE PANTED AND GALVALUME FINISH AND WILL V01 ANY WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES WHICH DO SNOT PRODUCE HOT METAL. PARTICLES OR BURNED EDGES. 7 T ALONG DASHED LINE 'UT ALONG SOLID LINE OUTSIDE CLOSURE INSTALLATION AT EAVE EA37.. OUTSIDE CORNER FLASHING FL08 PANEL. INSTALLATION. NOTES GE04 DOWNSPOUT OUTLET DETAIL GTO 1. LONGSPAN WALLS - - AB LONG SPAN III WADS AB LONGSPAN WMJ.. PANELS AB AA GLITTER CUP COVER TRIM ENSURE ATTACHMENT bF SCREN TCGC _T_HROUGH EAVE SUPPORT TRIM (REQUIRED AT PANTED ROOFS ONLY) -----_ --ROOF PANEL PLACED IN FIATT OF P ESL TAPE MASTIC EAVE CLOSURE FIISHING I ` 314TM LENNGTH FEC_ GUTTER II SAVE SUPPORT FLASHING TGT1 TFSE(T) DOWNSPOUT CUP- n STRUCTURAL FASTENER(S) MC-2li EAVE STRUT DOWNSPOUTFO (iYP. i�SIDEWALL GIRT FOS-14.� II i l SIDEWAEL PANEL (TYP.) DOWNSPOUT CUP U FOC-2� BUND RIV T TTYI.1 DOWNSPOUT ELBOW FINISHED FLOOR 1/8 RNET BUNG RIVETS (2 R CLIP O WALL PANEL) 1/8 SIDEWALL PANEL GTS 1/8 TUBE DOWNSPOUT FDS-14.4 BUND RNET (6) 1/8 RIVET EAVE DOWNSPOUTS _ DOWNSPOUT CUPS (MC-2) 10' -1 PC. MS-14.4 & 1 PC. FOE-2 2 12' 1 PC. MS-14.4 & I. PC. ME-2 -2 14' _1 K.'FDS-14.4 &.1 PC. 40E-2. 3 IF 1-PC. FDS-14.4 & 1 K. FDE-2 3 1W 1 / 2 PC. FOS-14.4. & I -PC. FOE-2 4 20' 1 1 2 PC. FDS-14.4 & 1 PC. FDE-2 4 22' 1 1 2 PC. MS-14.4 & 1 PC. ME-2 4 24' 2 K. MS-14.4 & 1 PC. FDE-2 5 26' 2 PC. MS-14.4 & 1 PC. FDE-2 5 28' 2 K. FDS-14.4 & 1 PC. ME-2 6 30'..2 PC. FDS-14.4 & L PC. FOE-2 6 1 2 1 2 PC. FOS-14.4 k t PC. FDE-2 6 34 2 1 2 PC. FDS-14.4 &4 l PC. FOE-2 ] 36' 2 1 2 PC. MS-14.4 & 1 K. FOE-2 ] 38' 3 PC. MS-14.4 & 1 PC. ME-2 8 40' 3 M MS-14.4 & 1 PC. ME-2 8 DOWNSPOUT DETAIL GT02 SECTION THROUGH DOWNSPOUT 1 GTO3 RIVET LOCATIONS AT DOWNSPOUT LAP OR ELBOW GT04 DOWNSPOUT SCHEDULE GTO6 li AA - -I AA I AA i AA FLANGE BACK GUTTER �NEII' I+IECNIIIF(1: M.tf 9gND ff TWKD M ME flMnR fImIMM1 Prt.1ffA�5 foR Au �aBS. INSULATION I •••• GUTTER BUND RNryEEjT TGT1 TRIM INSULATION AND iivr (12 REO-0. - TURN VINYL. BACK. INSULATION 1/8 NNEEff i iiMUST NOT BE EXPOSED TO CUP (2) 1/4.0 BEADS OF GUTTER SEAL EACH GUTTER CUP TRIM CG�� \Vgll PANELWEATHER. GLT3TCGCREOUIREO AT ROOFS ONLY)GUTTER LAP \ I GLITTER CLIP ii • � � GCUP CC -A n a II II d ` C n d j GUTTER ENOCAP�FLViGE BASE ANGLE BACK GUTTER GE -I ° BUND RIVET Lj _TGF_. _ -- - -- - -_ (128 RREOO''D, PER LAP) _ :K PLACED IN FIAT OF PANEL GUTTERENDCAP THROUGH EENVVEK SUPPPCOf f TRIIY FASTENERS AT GUTTER LAP AND ENDCPP � ^GUTTER LAP AND GUTTER ENDCAP FASTENER DETAIL GT07 GUTTER CLIP PLACEMENT DETAIL GT78A SUGGESTED INSULATION DETAIL AT WALL PANEL BASE 1 IN02 AA I AA HARBOUR RIDGE CHEMICAL D N0. REVISIONS I MADE CK D I DATE ENCRI DATE NO. REVISIONS IMAOEICK*DI DATE JENGRI DATE I DRAWING SDBMITTAL STATUS I SCALE. NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC AMERICAN BUILDINGS COMPANY 1 REV. FOR CONSTRUCTION TJ NTK 04/05/12 &C a/13/u C•7 FoR comsmumm C 1 MR APPRQ WA C 7 Fm+ PERMIT ONLY C ]FOR PRELeeIWLY DRAWN W; TJ 04/04/12 �, rn11 a4 w / /12 DESIGN APPD BY: CMc 04/04/12 DRAH7NG. NUMBER] 11645103 SED-006 REVNO. 1 CAD BY:TJ 04 03 12 08:22se V, 3R,1 LON SIRMI PANEL (TYP.) GABLE ANGLE7 CAP FLASHING (SEE NOTE 2)� FCP-1 WALL STITCH FASTENERS)) OYP. AT SIDELPS. SEE NOTE 2) 14 X 3/34 DETAIL 2'-0. O.C. CNLY WALL MAN FASIENER(S) SEE NOTE i) 12X T 1/{ 0' O.0 DUAL 'A' NOTE 1. OUTSIDE CLOSURE REQUIRED FOR BLDG. ' SLOPES 1 1/2' 12 OR LESS. e NOTE' 2. CAP FLASHING RES'D. 1. WAD. FASTENER(S) REQUIRED AT SIDEWA L FOR BLDG. SLOPES OUTSIDE ttOSURE GREATER THAN 11/2 12. NOTE 1) AND ENDWALL GIRLS, BASE ANGLE. EAVE (SEE STRUT AND GABLE ANGLE FASTENER LAYOUT ' SHOWN ALSO APPLIES FOR LINER ANDPARTITION PANELS. ' 2. PANEL =CH FASTENER(S) AS. SHOWN REO'D. ONLY AT PANEL SIDELAPS OR AT FLASHING LAPS AND FLASHING TO PANEL CONNECTIONS. GOOD ALIGNMENT OF THE FASTENERS WILL GIVE A PROFESSIONAL APPEARANCE OF`SHEET INSTALLATION. THIS CAN BE ACCOMPLISHED BY PRE-DRIWNG HOLES IN THE SHEETS AT IDENTICAL LOCATIONS. UP TO 15 SHEETS CAN BE STACKED TOGETHER AND DRILLED USING A TEMPLATE SHEET. USE 1/8' OR 5 32' DLWEIER DRILL BR FOR SHEET TO STRUCTURAL FASTENERS AND A 1/4' 1 BR FOR THE SIDELAP CLEARANCE HOLES. CLEAN METAL RUNGS OFF PANEL SURFACES AFTER DRILLING TO AVOID OUST STANS. THE TEMPLATE SHEET SHOULD BE LAID . OUT IN ACCORDANCE WITH THE BURRING ERECTION DRAWINGS. SINCE PRE-DRIWNG WILL 'HAND* THE SHEETS IT IS NECESSARY TO SELECT THE END. OF THE BUILDING FROM MICH THE SHEETING 15 TO BEGIN. PRIOR TO DRILLING THE TEMPLATE SHEET IT SHOULD BE CHECKED FOR PROPER HOLE LOCATIONSADNNST THE BUILDING FRAMEWORK BE SURE THERE IS NO SAG IN THE PURMNS OR GIRLS: PRE -DRILLED TEMPLATE SYEIY P.fftl.Vl101t kWtS IYFIA 09Y wPAVrIDEYE PFo1iLM1 wet, aPMulvC uaus m Qxcme sl2mw ore: NOTE' WOOS FASTENER LAYOUT ENDS OF PANELS ALIGNED TO LONG SPAN III WALL MAN FASTEI ER(S) (TYP) 112X1 1/4 V-0' O.C. BOND RIVET TYPICAL 6 REO'D. PER FLASHING LAP 1/8 RNET PANEL. CLOSURE DETAIL AT _RAKE _ _ RAO1_ FASTENER LAYOUT i WC05 I PRE —DRILLING.. FOR FASTENER LOCATIONS WCOB I CORNER FLASHING _DETAIL (OUTSIDE) WC21 ARCHUECLURAL III. ARCHITECTURAL Y RIB OR LONG SPAN III WAIc AB LONCSPAN WALLSAg LONGSIAM III WALL PANELS AB LONG SPAN III WALLS AB such P16Gullw[ m rlar sits, m w ane a wAu 6GI5 OI EUf STV2 FNIIS lU ME,E TO Tf5 PPEGYIpN WY wS6T W A swws wNKr. STRUT CLOSURE FLASHING T 31/4FASTENER($) O.C. AT PANEL RIBS EAVE SUPPORT FLASHING OUTSIDE CLOS (SEE SECTION GABLE N LONGSPAN III PANELS CORNER FLASHING FCR-LENGTH FLASHING AT PANEL RIBS NOTE 5) AT PANEL SCEIAPS 85�@ /t2 Y 1 t/4 SMf Ir1uLHc CV0'll s1EO. HEX FASIEWi 'AIMM /4 W9f NQ /12%1 1/. SOXX d�l(dWtl a13 N' NFAIFll1 ooa16. wux nccAs s*c ¢5� 112 Y 1 ip F SFIi wUllNG fAtli W106V4 Nd IHNI ASIpFIi MIHOYf wWIFA Mua xlv /12x1 1/. s1Yw 7/1fi Ta snuciuv4 CW1xErnoxs (� LT� .wc1E oats uYi MISCELLANEOUS FASTENERS t/9' ILW ILt4T WIIX. W. t/B ISrET A'SYd1Ntl PIAwNc LVs.Nm ilhvuxc 10-PA`IF1. 6YMECT.G16 n/Ie Ixuertx tmtr wm vAs¢x LLVIX xY SM-1 A`13Gd1� sm221r smDAP mw¢aale SPECIAL CONDITION FASTENERS ➢L89 y12u x 1 Ip mu sT2r pdLLP14 cvmuv ma nx ,vra W iA$IFN. /13Y1 w12XI t/4RR V4M W. $wIM. Mt L�IPCIIO �Ilx1N 12 u flFL1 mxLTw1A AlieblwHlS ➢ES®tl /12 Y 1 In Rx2 W F LWWx4 CN✓f51Fi116JI IffM F.lS1FNfA w11M A LL� xP. n2x, ,n =WAx4 eaWna (sIFII 11«#IE'g5 ONNEq IYIx t/.• um..1m To AMI wlvmwc t/2% Tv3n smunwu ATnv�mAs ILtt�➢➢fA LEs�. 2H IIc x 1/: IIINIxN: wTalvtc xd IN.N av TA^RNC cumw sR¢ 1¢x p®y F av dS,p.EA wwaYf wASNIA xd➢ wl9lElt /,o x 1 1/2 LLVM W. n.Xi/. STUN W'df N6 nO111n 51101 M JI I/2 43F TM . CVai(M StEt1 xEY xdD mr�n� � fAS1FNtA SeE1M WPM1L'IpxS, flA40tq i0 Y4,V7Y JYw YyyApS 1110t W. hail ,n SI,m'Y 1I XI t/2 p"11 PANf1 CQVffCMI^ IND UPER SfYEf l(I emveT• (� SMRT CRII¢LTRS - P.WF]_ WWU 5191CIU.E - HTeN (1/. X TVA➢ Soo¢r aawan) NOTE: AL HEX HEAD SIZES SHALL REQUIRE A 5/16' HEX SOCKET UNLESS NOTED. BASIC PARTS AND PIECES WC61 LONGSPAN WALLS IAB DFSCBI®4tl SELF -DRILLING COLOR MATCHING HEX HEAD WALL FASTENER WITHOUT WASHER kEIA-20 SPECIAL ORDER DESCRIPTION: NGLE /17. X 1 7/I6 SOHHND MPI ICeTON GENERAL NOTES: SHEET TO STRUCTURAL CONNECTIONS (BASE AND GABLE ANGLE. GIRLS, SAVE STRIDS, ETC.) 1. CROWD OR STRETCH PANELS SUGHLY AS NECESSARY TO MAMAN 3'-0' COVERAGE PER PANEL _ 2. PANELS MUST BE INSTALLED SQUARE WITH BUILDING FRAME 3. PANEL SIOELAPS STITCHED 2'-0' ON CENTER WITH 114 WALL FASTENERS. 4. USE TOUCH UP PANT WITH AN ARTIST TYPE y� BRUSH. DO NOT USE AEROSOL TYPE PANT FOR TOUCH UP. THIS FASTENER SHOULD BE USED AT ALL WALL PANEL S. GIFTS ARE TO BE BLOCKED TO MAINTAIN VERTICAL CONNECTION DETAILS IN LIEU OF THE WALL MN BASE ANGLE CORNER GIRT FLANGES. FAILURE TO "WAN VERTICAL GIRT FASTENER(S) 112 X 1 1/4 AS CURREWLY SHOWN FBC-1 FLANGES WILL CAUSE DIMPLING OF PANELS AT SCREW LOCATIONS. TYPICAL CORNER DETAIL AT PANELS WC20 NON —DIMPLING WALL FASTENER WC62 LONG SPAN III WALL PANELS I AB LONG SPAN 111 WALL PANELS AND R-19 OR 6' THICK BLANKET INSULATION - AB HARBOUR RIDGE CHEMICAL D.. DATE NO. REVISIONS MADE CK D DATE ENGR DATE DRAWING SUSHTTA, ST"R15 SCALE: NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC 1 REV. FOR CONSTRUCTION TJ NIK 04/05/Iz cuc o4/la/lz 1e1 m co�u U!RON. lm [ ] FOfl PWIR ONLYoEAP� C J FOPRELIMINARY I DRAWN EY:1 Ti 104104117 ya4/1z rcc 4/o/2 11645103 SED-007 CLAMP AND BY OTHERS R l FASTENER — SEQUENCE sYtHr rxttNmare STAY MZL M RIE UFM V IMOS ftWE YPSll 9Y MIY T}E IYIiHG OENCL BE SLPE t0 F£ID IVNOS AVO iEET LVMOT YPRIL LWIi BUILDING STRUCTURAL LINE (GIRL LINE) 1" WALL MAIN FASTENER(S) BLOCKING1 i]/30 -/";,-1 -O..CC . LLONG SPAN RG PANEL OF 50 G MAJOR RIB (GVEIRWPING RIB) aR LONG SPAN PANEL an. (TYP. U.N.) BEARING- OVERLAPPING WB RIB EO $ EO. 1/8.0 HOLE LONG SPAR! III PANEL LAP AND PRE -DRILLED HOLE DETAIL LONG SPAN III PANEL SHOWN, MULTI RIB SIMILAR III PANEL SHOWN, MULTI -Poe; k V RIB PANELS SIMILAR SPREADER BAR I .­ ..II. w.I I .... •A• RIGID FRAME_ I' I-PURIJNS BLOCRINC �'-1II1I-''� 'ZIP PURUNS PACKAGE FROM ROWNG OVER UNDER WEGHT OF PANEL PACKAGE.) PURUN DETAIL 'A' RAFTER TO FACUTATE THE HANDLING OF THE ROOF PANELS. PANEL BUNDLES CAN BE LIFTED AND PLACED ON THE ROOF IF LOCATED AT A RIGID FRAME AND WITH BLOCKING IN PUCE TO PREVENT THE PURUNS FROM ROWING OVER. DONOTSLIDE BUNDLED PANELS ALONG ROOF FRAMING. WHEN LIFTING BUNDLED SHEENS, NM(E CERTAIN THAT THE BUNDLE IS ADEQUATELY SUPPORTED. AS A RULE. WHEN UFTING, NO MORE MAN 1,13 OF THE LENGTH OF THE PANEL SHOULD BE LEFT UNSUPPORTED. REFER TO ERECTION DRAWINGS FOR THE ROOF PANEL MARKINGS AND STAGE BUNOLESUCCOROINGLY. THIS WILL MINIMUE PANEL. HANDLING AND SPEED THE ERECTION PROCEDURE PANEL STORAGE ON ROOF RC54 AA MAIN FASTENER(S) 1/4 O.C. BEARING RIB ARCH. PANEL GVERLAPPING (TYP. U.N.) �B E0 4 E0. 1/8.0 HOLE ARCHITECTURAL PANEL LAP AND PRE -DRILLED HOLE DETAIL PRE-DRIWNG OVERLAPPING RIB FOR SmCH SCREWS AS SHOWN WIU 'INSURE ALL SCREWS ARE ALIGNED. NOM TO AVOID DIMPLLNG DO NOT OVER TORQUE SCREWS. BUILDING STRUCTURAL PRIOR TO WALL SHEETING ALIGN WALL GIRLS AS SHOWN IN GEO3/AA LINE (GIRT LINE) 1 Z. INSULATION (BY OTHERS) IF REQUIRED, SHOULD BE INSTALLED PRIOR TO THE PANEL WSTALLATION AND CONTINUED IN THE SAME MANNER AS SHEETING A ZMGNRPL V HIB PANEL PROGRESSES ALONG THE WALL. INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND ALIGN THE PANEL RIB WITH THE STRUCTURAL OR GIRT LINE AS SHOWN IT IS EXTREMELY IMPORTANT THAT ME FIRST WALL PANEL OF INSTALLED PI LIVE, USE A SPIRIT LEVEL OR TRANSIT ON EACH PANEL. IT IS RECOMMENDED THAT ASMALL WALL MAIN FASTENER(S) W GE/SPACER BE PLACED UNDER. THE PANEL -AT THE BASE ANGLE APPLY $12X1.1/4 THE WALL PANEL OVER ME INSULATION AND INSTALL WALL FASIENFNS AT ALL 1 -0 O C STRUCTURAL WALL -MEMBERS BEGINNING WITH THE TOP MOST ATTACHMENT AND PROCEEDING DOWNWARD (SEE SUGGESTED'NUMERICAL FASTENER SEQUENCE). REMOVE THE WEDGE/SPACER BEFORE. ATTACHING PANEL AT BASE ANGLE. aQ- AFCH: Y''RIB PANEL NOT FRECT PANEL BY ATTACHING AT BOTH MOB WORKING TO ME MIDOLF OF - -- -- -- ME PANEI­ THIS (TYP. U.N.) . BEARING RIB INSTALL THE PANEL THE RIB WITH THE FIRST PANEL (AS CHECK F FASTEN THIS PANEL IN THE SAME B ESSSDELAPPINGFA SHOWN). CHECK FOR PLANENESS OVERLAPPING R® TIN .MANNER AS 7CU FIRST PANEL CONTINUE TO -SHEET THE WALL USING THIS PROCEDURE CUT PANELS'AT DOORS, WINDOWS, LOlNERS'PND-OTHER WALL OPENINGS AS REQUIRED. EQ EQ. a SHEETING CAN USUALLY BE STARTED FROM,EITHER END OF THE BUILDING AND CONTINUED EITHER IN THE DIRECTION OF LEFT TO RIGHT OR RIGHT TO LEFT 1/8.0 HOLE AS SHOWN. HOWEVER BY APPLYING THE SHEETS TOWARD THE DIRECTION OF ARCHITECTURAL V RIB PANEL LIP THE PREVAILING VIEW, THE OVERLAP LINE AT THE SIDELAP OF EVERYPANEL WILL BE LESS VISIBLE THE SAME PRINCIPLE CAN BE APPLIED WHERE HEAW AND PRE -DRILLED HOLE DETAIL PREVAIUNG WINDS OCCUR BY PLACING ME LAPPED EDGE ON ME LEEWARD SIDE (DOWNWARD SIDE) OF THE PANEL RIB. BACKLAPPING THE PANELS V OR 2' IS ROIMELY GONE TO MATCH PANEL COVERAGE WITH THE BUILDING WIDTH AND LENGTH. ON ME SIDEWALL THIS IS DONE WITH THE LIST PANEL INSTALLED. ON THE ENOWAL THIS IS DONE AT THE RIDGE AND WILL BE MARKED ON THE ERECTION DRAWINGS. ENOWAL. PAIREL.S SHOWN, SIDEWAL1 PANES SIMILAR LONG SPAN III SHOWN. ARHIIECTURAL III & ARCHITECTURAL V RIB SIMILAR. WALL PANEL INSTALLATION 1 WC64 PANEL BACKLAPPING WC75 LONG SPAN III, ARCHITECTURAL III, ARCHITECTURAL Y RIB, OR MULTI -RIB WALL PANELS I AB ARCHITECTURAL III, ARCHITECTURAL V RIB OR -LONG SPAN III WALLS I AB ROOF AND WALL PANELS COLOR COATED, ALUMINUM COATED AND GALVANIZED, PROVIDE VARIED-CONOTTONS..ALL UNLOADING'AID ERECTION PERSONNEL THESE PANELS.ARE OUALIY MERCHANDISE WHICH MERIT CAUTIOUS WHEN HANDLING ON UNCRAMNIG THE PANELS. UFT. RATHER THAN SLIDE, THEM APART. BURRING EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SLID OVER ONE ANOTHER. NEVER ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND.. ROUGH AND IMPROPER HANDLING OF PANELS IS INEXCUSABLE AND A PRIME EXAMPLE OF POOR JOB SUPERVISION. CAUTION: PANELS ARE SUPPERY. OIL OR WAX THAT HAS BEEN USED ON THE ROOF AND WALL PANELS FOR PROTECTION AGAINST WEATHER DAMAGE WILL MAKE THEM A VERY SLIPPERY WAIVING SURFACE WIPE DRY ANY.OIL THAT HAS FUDDLED FROM BUNDLES STORED ON A SLOPE DEW. FROST OR OTHER FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS. PANEL STORAGE NOTES _ RC95 AA HARBOUR RIDGE CHEMICAL D DRAWnc sueumAL SCALE: I NONE STATUS ] FOR CONSTRUCTION I DRAWN BY. -I Ti FOR. APPROVAL CHEO(ED BY: CRAP ] FOR PETIT ONLY ] FOR PRETONARY OEM Gm APPD W.- a DARE HARBOUR RIDGE PROPERTY OWNERS AS T/D4/1s 12600 NW HARBOUR RIDGE BLVD. T/04/12 PALM CY, FL T/aa/+z RICHARD K. DAMS CONSTRUC 11645103 SED-008 CUP IN IER(S CUP 16`HHS*ENT OF SCREW YE SUPPORT TRIM TAPE MASTC (PUCE UNDER CUP) 14 TM 3 LENGTH - ROOF PANEL CAULK BOTH SIDES OF CLOSURE EAVE CLOSURE FLASHING WALL PANEL OPTIONAL FASTENER (A) MUST BE PRE -INSTALLED ROOF aANLEL OF FASTENER (A) ROOF FASTENER (B) LONG SPAN III L3P 14 X 3/4- #12 X 1 f 4' -- LOG SEAM (LOG) 1'#14 X 1' #14 X 1^ -- - SGNDING SEAM (S2P, S3P) 1 #14 X 1' /14 X 1' NOTE: SEE DETAIL EA268A NOTE FOLD INSULATION BACK, IT MUST NOT BE EXPOSED TO THE WEATHER ROOF TRIM F14 N III SPAN PANEL X 3/4 i14 3/4 sNE1r PIEGNNIov: :JIOND � 1PM1ED IN 1# BCM HlanM PRomAtRs FGR ALL aces MR TAPE IW2 C INSIDE CLOSURE _ �AOU (TOOF FLASHING CLOSURE) TFSE(T)PPORT DWE CLOSURE FLASHING _I TFEC- WALL MAIN FASTENER(S) .,• .• .._ /12 X 1 1/4 E"� STRUT V-0' O.C. INSULATION (ar OTHERs) WALL TRIM FASTEN ERIS) STRUCTURAL FASTENER(S) .. - /14 X 3/4 /12 X 1 1/4 V-O' D.C. 1 -a' D.C. WALL PANEL OUTSIDE CLOSURE Nm- NOWIONML LEG OF FMNGE BCPL GuliFn w( RIWGREOURED) b WSTiuID SI NEEN THE l c A FACE CUM M4 ROOF TRIM FASTENER(S) NOTE SEE DETAIL RC35BA /14 X 3/4 TAPE MASTIC (CONTINUOUS) 2 N OUTSIDE CLOSURE B070M OF CLOSURE) LCA LONG SPAN IN PANEL HIGHSIDE FLASHING THL_- 15.2 r� _ NOOF MIN FASTENER(S) J12 X 1 1/4 WALL TRIM FASTENER(S) /14 X VI) WALL MAIN FASTENER(S) 1'-0+ G.G. #12 X 1 1/4 1'-0' O.C. OUTSIDE CLOSURE WALL PANEL HIGHSIDE EAVE STRUT STANDARD GUTTER DETAIL WITH GUTTER CLIP ATTACHMENT EAD1 INSIDE CLOSURE CAULKING DETAIL __ EA01 SECTION AT SIMPIE.EAVE WITH SHEETED SIDEWALL EA04 HIGHSIDE EAVE FLASHING ATTACHMENT... _ EA05 AA LONG SPAN III SHOWN - ARCHITECTURAL AND V RIB ITPICAL 'BA LONG SPAN IN ROOF / MCHNECTURAL OR LONG SPAN IN WALLS I BB LONG SPAN IN ROOF / ARCHITECTURAL OR LONG SPAN IN WALLS BB EAVE SUPPORT aSNwm Xlwrtan.IN NOTE: • E CLOSURE NOTE RENEW EAVE TRIM DETAILS IF FLANGE BACK GUTTER IS TO BE woam � INSULATION (BY OTHERS) INSULATION IS TO BE FOLDED TAPE (CONTINUOUS USED AS THIS OPTION CHANGES THE F� - BACKAT THE EAVE-DO NOTUNDERNUNSULATIONI/YLOCATION ALLOW INSULATION TO BE 1/2 TMY OF THE MASTIC. TO THE WEATHER. OTHERS)EXPOSED (T(COMIN OU3 ALONGFAVE SUPPORtPOF � CLOSURE) m ANM Nun EAVE CLOSURE F41/Y=E �v INSDE CLOSURE TAPE MASTICTCONTINUOUS J�HIN UNDERNEATH WALL TRIM FASTE I/4'LONG LOSRE) `,. STRUCTURAL FASTENERS) SPpN III PANEL EAVE SUPPORT 9 ........ FLASHING EAVE CLOSURE FLASHING WALL PANELALL MAIN FASIENER(S) ROOF TRH( FASTENER(51 TAPE MASTIC WALL PANEL ARCH. WALL PANEL OUTRIDE C (B) PER PANEL #14 X 3/4 SHOWN, OTHERS SAVE STRUT SIMILAR PRIOR TO THE INSTALLATION OF THE FIRST ROOF PANEL THE SIOEEWALL AND ENDWALL SHEETING - EAVE CLOSURE FVSHING WALL FASTENER SHOULD HAVE BEEN COMPLETED AND THE ROOF INSULATION STARTED. START A LINE OF FAVE SUPPORT 1/2' X 1/8' TAPE MASTIC DOM THE EAVES AND ALONG TOP OF CLOSURE AS SHOWN FLASHING _ABOVE LEAVE THE PAPER EACKING-ON THE TAPE ALONG THE TOP OF THECLOSUREUNTIL THE ROOF NOTE: INSIDE CLOSURES EAVE STRUT PANEL IS READY TO BE SECURED. OMITTED FOR CLARITY: EAVE STRUT _ EAVE SUPPORT FLASHING ATTACHMENT EA10. FASTENER INSTALLATION AT :EAVE EA26 ARCHITECTURAL ILL ARCHITECTURAL V RIB OR LONG SPAN III WALL PANELS I AA LONG SPAN IN ROOF BA ALL ROOF PANELS n TE OFFS NDIIC ...TAPE MASTIC CONTINUOUS L —. — I1aRaAIm•fn AT PANEL SID ) �( CONTINUOUS SEALING RUN OF ROOF FASTENER(S) �y `gTij' MASTIC UNDER RAKE FLASHING 1 ROOF TRIMFASTENER(S).14 PANEL NAJOR RIB //14 X 3/4 SORF 'C (SWING (SEE DETALL RC35W) LONG SPAN I11 FlELO-CUT PANEL 6' SECTION OF i BACKUP FLASHING \\ WALL FEB-10.0 PANELCkti, .. ....., --�iAPPE MAST! TO JOIN CONTAIN OUS CLOSURE MASTIC AND INSULATION APPLICATION AT EAVE EA28 LONG SPAN III ROOFS I_ BA iE EAVE FLASHING 1.2 ROOF TRIM FASTENER(S) 14 X 3/4 SDRF SEE DETAIL RC35AAA) SAVE SUPPORT - #` .— -- u •" TAPE MASTIC: / PLASHING I 3/4 TM J// INSIDE CLOSURE I I EAVE CLOSURE FLASHING I *` ` 8' SECTION OF I `` FIELD CUT BACKUP FLASHING �"� STRUT RAKE FLASHING FEB-10.0 BOND RIVET TR1-15.2 ; 71/8 RIVET TAPE MASTIC CONTINOUS TOP •ADJUST MR CUT LENGTH AS AND UNDERN TIH INSIDE /A ` ` REQUIRED. CLOSURE) _ 1/4'0 URETHANE CAULK STOP FE3 SHORT OF 'PIGTAIL' / GIS CLOSURES AND SUPPORT MASTIC IC TIGHT SEAL TREE AVESIDIS CRITICAL u SST SUURREJp MEMBERS UNDER FLASHING. 1 /4.0 URETHANE CAULK OUTSIDE ttOSURE WEApOWN FIR THE TOP OF THE RIB TO THE MASTIC ON `` (SEE NOTE 2 AT FLOBNJ - . G75 THE FAVE CLOSURE THE MASTIC EXTENSION RUST SPLICE BLIND RNET ` INTO THE EAVE MASTIC. 1/8 RVET - • EAVE MASTIC DETAIL AT PANEL SIDELAP EA29 RAKE FLASHING FL02 HIGH SIDE EAVE FLASHING FLO3 LONG SPAN IN ROOFS BA LONG SPAN IN BA LONG SPAN III BA - _ HARBOUR RIDGE CHEMICAL D NO.1 REVISIONS MADEjCWD I ENGR DATE NO. REVISIONS IMAJAEICKOJ DATE JENGRI DATE DRAWING SL®BRAL I SCALE. I DATE - - I REV. FOR CONSTRUCTOR I TJ I NIK 1_04/05/12 MCI 04/13/iz " IWE30UR RIDGE PROPERTY OWNERS AS I•I FOR caRsmucllan oluwN er: rJ - w/o4/Iz 12600 NW OUR RIDGE BLVD. [ )FOR APPROVAL CHECKED BY: - w/o4/tz PALM CYO FL 3 AMERIGAN BUILDINGS COMPANY [ FOR PERMIT ONLY [ ) iDR PREW@WRY DESIGN APPD Iffe.1 CUC 04/04/12 RICHARD K. DAMS CONSTRUC DRAVANG I REMNO• CAD W.- a TJ 04 03 12 M::05 Vn. 38.1 NUMBER' 11645103 SED-009 1 ROOF PANEL N GM; 1. ROOF R.SHING LAPS SHALL BE SEALED WITH 3/4 % 3/I6 TAPE MASTIC. 2. FIELD CUT BACKUP FLASHING, FEB-10.0, AND REINFORCE FLASHING ENDUPS AS INDICATED CLOSURE ON THE ERECTION DRAWINGS. -" --- __ ____ -- J '-' INSTRUCTION • FES IS INTENDED AS A BACKER PLATE TO PREVENT LAP SCREWS FROM BACKING OUT. _— — - _ __ _______ T — ____ _ STOP ALL FEB -SHORT .(INBOARD) OF MASDC, CLOAIRES AND SUPPORT MEMBERS EAVE CLOSURE FLASHING I __ _. —'— UNDER FLASHING. _ FEB EMENDED INTO THESE AREAS WILL INIERUPT THE GASKET CREATED BY THE - 1. PRIOR TO SHEETING THE ROOF OR WALL., THE 6TRUCTURAL FRAMING CONTINUOUS MASTIC APPUCARON. ADJUST FIELD CUT FEB LENGTHS AS REQUIRED. MUST BE SQUARE AND PLUMB. - - / EAVE CLOSURE FLASHING O. PREDRILL 1/4'0 HOLES AT UPPER AND LOWER FLASHING FOR 114 FASTENERS. EAVE SUPPORT FLASHING DO NOT PREDRILL BACKUP FLASHING. T WALL FASTENER(S) 2. BLOCK OR SUPPORT THE GIRTS AND EAVE STRUT TO PREVENT THE ' " /12X1 1/4 - SUB FRAMING FROM SAGGING. BLOCKING MUST BE USED BETWEEN 4. ALL FLASHING VaS SHALL BE TWO INCHES. WALL PANEL WALL FASTENER(S) ENDWALL COLUMNS AND SOMALI- COLUMNS AND SHOULD REMAIN Q14J( 3/4 GUTSIOE CLOSURE IN PUCE UNTIL ALL WALL SHEETS ARE INSTALLED. 5. VALLEY GUTTER LAPS SHALL BE SEALED WITH 2 % 3/16 TAPE MASTIC AND SHALL BE STITCHED - BLNKET INSULATION V-0' O.C. - WITH #14 ROOF FASTENERS 1V10 INCHES ON CENTER. QUANTITY WILL VARY WITH GUTTER SITE "SHOWN, 3. PLACE THE EAVE SUPPORT FLASHING ON THE SAVE STRUT, LEAVING 6. FOR FLASHING LAPS NOT USE ME FOLLOWING AS A -GUIDE; 4 AN 1 1/2' OPENING BETWEEN THE OUTSIDE FACE OF THE • TOP SIDES OF FLASHINGS THAT ARE EXPOSED TO ROOF CONDITIONS, USE 814 ROOF EAVE STRUT AND THE -INSIDE OF THE FAVE SUPPORT FLASHING. FASTENERS THREE INCHES ON CENTER THROUGH MASTIC, AND FIELD CUT FEB-10.0 (A 2 % 4 WORKS WELL TO 03TNN THIS SPACE). THE 1 1/2' (IF SPACE ALLOWS). OPENING WILL ACCOMMODATE THE ARCHITECTURAL III, ARCHITECTURAL Y RIB OR LONG SPAN III WALL PANELS. AN OPENING OF 3 1/8' • ALL OTHER CONDITIONS. USE 1/8 INCH BUND RIVETS THREE INCHES ON CENTER. MUST BE MAIMNNED FOR -SHADOW PANELS. SECURE THE,EAVE SUPPORT FLASHING WITH /12 % 1 1/4' SELF ORILL'FASTENERS BLANKET INSULATION LOCATED V-O' O.C. THESE ARE PERMANENT FASTENERS AND MUST BE INSTALLED. REMOVE ANY SPACERS USED FROM BEHIND THE EAVE SUPPORT' FLASHING. INSTALL EAVE CLOSURE FLASHING FLASHING .LAP GENERAL NOTES FL06 YPANEL ROOFFA�ENERS AA AAFAVE AND MUST ERNSTALLED WITH ROOFY 4. INSTALL THE ROOF:PANELS ACCORDING TO THE APPROPRIATE MANUAL AND/OR ERECTION; DRAWINGS. REMEMBER THE PANEL. OVERHANG DIMENSION IS USUAUIY FROM THE FACE OF THE EAVE STRAIT AND SHOULD BE MEASURED AS REQUIRED BY THE ERECTION DRAWINGS. 5. WALL PANELS AND INSULATION MAY NOW BE INSTALLED. SECURE THE INSULATION TO THE FACE OF THE RAVE Jf STRUT AND BASE ANGLE I GUTTER ' ACCORDING TO MANUFACTURERS RECOMMENDATIONS. SLIDE THE WALL I TGri `` EN PANEL BETWEEN THE SAVE STRUT AND SAVE CLOSURE FLASHING, K II i PLUMB THE PANEL AND SECURE WITH THE WALL FASTENERS. II FASTENERS MUST EE INSTALLED BELOW THE EAVE TRIM, 6. INSTALL THE PANEL CLOSURES AND SECURE THE RAVE CLOSURE FLASHING TO THE WALL PANELS. i' STEP 1. SEE INSTRUCTION NO. 5 STEP 2. SEE INSTRUCTION NO, 5 STEP 3. SEE INSTRUCTION NO. ' SEE NOTE SEE NOTE - SEE NOTE f•. i 1/8 RRIVET i ! ; ``; �� /B IVET VET URETHANE CAULK 4 NOTE GIS SHADOW PANE. INSTALLATION SHALL VARY FROM THE DETAILS SHOWN. SEE THE SHADOW _ PAN¢ ERECTION DRAWINGS FOR FASTENER AND FLASHING DETAILS. ROOF SHEETING PRIOR TO WALL SHEETING INSTRUCTIONS EA7 1 STANDARD GUTTER FLO9 AA AA BTrc IitT.W11N!11: FASTENER AND WASHER .. .M9KIMD IN6 TPrlxm w OR OTHER MEANS (BY OTHERS) .` _ - ' MN, - 1 1/4' MAX. HIGHSIDE EAVE FLASHINGt� Inam °�MN RRo MAY BE USED TO ATTACH �aOnsINSULATION TRAA/G[' CR/RGG' (BEFORE EAVE CLOSURE RA05 ROOF TRIM FASTENER(S) ROOF TRIM FASTENER(S)3/4 FLASHING IS ATTACHED) ROOF PANEL NOTE: LONG SPAN 111 PANEL EU / TAPE MASDC (3) % REQUIRED (3) REQUIRED FOLD Mt.71ATION HACK ONTO ---- -------_ ITSELF FOR COMPRESSION I T T (3) REO41RE0 1/2 TIM --- BETWEEN -- BETWEEN EAVE STRUT MD ' I i TAPE MASTIC ROOF PANEL IT MUST NOT BE 1/2 TM l { EXPOSED TO THE. WEATHER -� ____ L--"�`-- INSULATION ' APPLY URLTLNE CAULK ALL AROUND EAVE CLOSURE FLASHING ROOF MAIN FASTENER(S) �- --- GIS RAKE FLASHING 1/40 BEAD ```� TFEC_ SUP ANGLE CUPCL- ., .• ``� I 1 T STRUCTURAL FASTENEi(S1 (1) PER PURUN �:�.j -_- ' I EAVE STRUT 2 %1 1/ (2)}PER CL-21 RAKE FLASHING__— I - _________-_— — EAVE SUPPORT .. .:...........:..... .:. --_ FLASHING ' DOUBLE SDED TAPE (BY OTHERS) FSE-1 OR TFSE RAKE SUPPORT FLASHING I TO BE USED TO SECURE INSULATION. WP11 PANEL I I RSF-1 If BLAND RNET I .'::.': '.'::.. ` 1/ REQUIRED .•.:..:...______ FIASHINC� I TRIM INSULATION AND RA01 -__ _ TURN NNYL BACK. INSULATION AB WE ENDCAP _ - - — MUST NOT BE EXPOSED TO WEATHER _ PURL WALL PANEL _ ALIGN WITH EAVE SEAL GABLE 2EE ((8' PURLINS77 B00.0 BLIND RIVET HIGHSIDE CORNET BO% 1//8 RIVET THCL_ ' 95G (9 1/2' PUflUNS) IS S12 XI IAA FASTENER(S) XI APPLY URETHANE CAULK ALL AROUND (4) ftEOUIRED 1206- 12Gfi-20.O 12' PURLINS)) 2 PER GflUN C1) FU us 1/4.0 BEAD .SUGGESTED INSULATION ATTACHMENTS AT EAVE 1 IN01 WE DETAIL RA02 HIGHSIDE CORNER BOX RA04A AA LONG SPAN III ROOF PANEL I BA LONG SPAN III ROOF WITH STANDARD RAKE BA - _... _ HARBOUR RIDGE CHEMICAL D N0. REVISIONS MADE CKD I DATE ENGR GATE N0. - - REVISIONS MADE CKD GATE- ENGRI DATE I ORAWNG SU6MIRAL STAT15 - I SGAI E. NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC AMERICAN BUILDINGS COMPANY 1 REV. FOR CONSTRUCTION Ti NTK 04/05/12 CMc 04/13/12 - [•] FOR NnasmucnoN [ ]FOR APPROVN. [ 7 FoR PERYIT Gear [ 7 FOR MOUMIN.RY DRAWN er: TJ - 04/04/12 CHECKED BY: CRM 04 W 12 / / - - omcN APP I BY.1 CMc 04/04/12 DRAWING. 11645103 SED-010 NUMBER' REVNO. T CAD BY: TJ - 01 W 12 099HI7 Ver. 38., ROOF TRIMFASIENEA(S RAKE FLASHING RAKE SUPPORT ANGLE 1 1/4' MAX RNEfs i14%3/4 CURER ENDCAP EOUIRED RSA-1 _ T;F/IM/1 1/a I HIGHSIDE PAVE PUSHING BLIND RIVETSoy RIVET (TTP) (]) (ryp)R I UNIVIIHSLL RAKE TRIM /`1/8 T EEAVE SF.N. T ALIGN Wf1Z ROOF PANEL RAKE FARING I id' _ / CORNER CAP BOX 1 TCB_l ROOF MAIN FASTETIER(ST 11" : e:' . APPLY URETHANE CAULK g- I .;:::::':'.=::6E AL. AROUND fit.. $12 X 1 1/{i 1/40 BEAD iiiii::c'..`.+::.ii'_?ti!2i:: G LAROUNRE�FFIANE CAULK GITffER P-. r.� ' Iiiia' TAPE MASTIC 314 TN (NOT TO PALS 1A/FOl/G// PURVN) "�- ` ``• -b-__TS ALL BEAD GULKEAD TAPE MASTIC 1/2 TN .:.: GTS URETHANE -a-- __�I• 1/4 0 B URETHANE CAULK GTS .J s•: 1/4'O,BEAID BLIND RNET 1 GTS (12 REON PER �^--- �� - Cqp� RAID: SUPPORT FLASHING 1/8 • BUILDING CORNER) I BURRING CORNER- - BLINDRIVET ' (SEE NOTES) (10 FEW PER (SEE NOTES) SUP ANGLE CUP NOTtS: CAP BOX I CL-21 HIGHSIDE EAVE T. START AMID STOP CURER AND RAKE FLASHING 1/8 R I PURUN (1) PER PURUN �- -- ��ENOCAP AT BUILDING CORNERS AND A IGN WITH OUTSIDE EDGE OF WALL PANEL AT CORNERS. GABLE ZEE BANE ENDCAP `�` ME TREC 2. THE FIRST 10 FEET OF THE RAKE FROM THE CORNER suiTr "SHOULD BE TEMPORARILY ATTACHED TO ALLOW ADJUSTMENT �¢ SIPAn M1AK EM STRUCNRAL FASTENER(S) WALL PANEL NOT SHOWN FOR CLARTY PART A' Ru(E-��'� ``��` WHEN INSTALLING THE CORNEA BOXES. PERMANENTLY ATTACH opts YETI HNmUKI lark 12 X 1 1/4 THE RAKE AFTER CORNER BOXES ARE INSTALLED. -' NLVm Fmk ( PER CL-21 PART 'B' CORNER. CAP BOX INSTALLATION RA04W RAKE DETAIL. .. RA05 UNIVERSAL RAKE ENDCAP.. INSTALLATION RA70 HIGHSIDE EAVE ENDCAP - RA70A LONG SPAN N ROOFS (UNNE35A1'RAKE) AA EXPANDED VIEW OF RACE CONNECTION / LONG SPAN III ROOF BA LEFT HAND SHOWN - - - (� - - - - ROOF STITCH FASTENERS) ROOF MAN FASTENER(S) ROOF PANEL j12 % 1 1/4 SEE DETAIL 'A' ROOF MAIN FASTENER(S) ROOF MAIN FASTENER(5) (TYP) j12%1 1/4 �14 X 3/4 1'-0' O.C. -MAIOR RIB LONG SPAN III PANEL }12X1 1/4 ROOF TRIM FASTENER(S) 1 -6' O.C. (SEE NOTE) ' MASTIC i /2' iN p_p• D.C. LONG SPAN III PANEL 8' MMIMUM L•N//IC4/.- 1 ¢14X- SORT 3' O.C. - ROOF TRIM FASTENERS O INSUUTION E OF RIB ROOF STITCH FASTENER(S) .. (9) PER PANEL $14 X 3/4 BEARING (BY OTHERS) RIB --_ UPPER ROOF NG TAPE MASTIC $14 X 3/4 NOSTC - -..- _ .OVERLAPPING PIECEFHMIR 3/4 TN NO1E; 1'-6. 0.Q (SEE NOTE) 1 2 TM _---___ -_—_ _-___-_ RIB LOCATE 0'-6' O.C. FOR FIRST 1 LOWER ROOF FLASHING i PIECE 'A' V-0' FROM EAVE FOR ICE AND 'A' SNOW CONDITIONS. . (i1P. AT SIDELAPS) I ROODETAIL #12FXM1 1/ASTENER(5) ROOF PANEL SEE DETAIL 'A' BACKUP FLASHING m ' D PURUN GABLE 2EE "FIELD CUT TO LTH LENGTH ENDWALL RAFTER 'LENGTH REQUIREMENTDEfuLS 1• qD REDI RIDGE/HIP; RL3J33- �. to RAKE/HIGH SIDE EAVE; FLORA 2. LAP • ROOF MN FASIENER(5) NN ROOF PANEL c THE FIRST RUN OF PANELS IS NOW READY N O INSTALLED. BEGIN RIB THE PAVE PANEL D OF THE FIRST EAVE PANEL WITH THE CENTER. LINE OF THE OVERLAPPING RIB EVEN WITH THE F1H0 OF Q14 % J/4 SEE DETAIL 'A' RUN THE 3' PAS . UNLESS NOTED DIFFERENTLY ON THE BUILDING ERECTION pRAWINGS, EXTEND'THE LOWER END 3' PAST THE $It,CIS9��E_EBy�$di}11 (A STUNG LINE EXTENDED OUT FROM THE ENE STRUT HOLES MUST BE DRILLED PRIOR TO APPLYING MASTIC. TEMPoRARILY TAP PIECE 'B' OVER PIECE A'. PRE -DRILL THE REQUIRED NUMBER OF 1/4'0 OR RIB WILL HELP KEEP THE LINE STRAIGHT. LFf IN LOWER ENO OF THE PANEL ENOUW TO REMGVE THE BOLES THROUGH BOTH 'A' h "B' PIECES OF ROOF FLASHING BUT NOT BACKUP FLASHING. EAVE TRIM PAPER BACKING MOM APPROMMATELY 3 FEET OF THE MASTIC ALONG THE TOP OF THE INSIDE SLIDE PIECE 'B'� BACK AND APPLY TAPE MASTIC AND BACKUP FARING ON PIECE 'A' SHOWN. CLOSURE AT THE SAVE. PUSH ON THE PANEL AT THE MASTIC LOCATION TO INSURE THE TAP PIECE '9' OVER PIECE 'An BENC CAREFUL TO-AIJGN HOLES. INSTALL ROOF FASTENERS AS EN TYPI el F cTFNER eypTr aT FA GABS ZED DHME TO MASTIC. CLOSURE AND PANEL ADHERE TO EACH OTHER AND FASIFNIHE PANEL WITH ROOF SHOWN.- CONTINUE PROCESS ALONG ROOF CONDITION. (8' PURIJNS) FASTENERS AS SHOWN. - ; FASTENER LAYOUT RC05 NOTE: INSIDE CLOSURE LON NOT SHOWN FOR 95G6-20.0 (9 1/2- PURLNS) 12G6-20.0 (12- PURLINS) EAVE STRUT FIRST PANEL INSTALLATION 1 RC11 LONG SPAN III ROOF PANELS - - BA SECTION THROUGH ROOF FLASHING LAP RC35A LONG SPAN III ROOF BA AA CLARITY: ROOF FASTENERS . SPECIAL CONDITION FASTENERS 1 1�16 P: z /1xl 1p&lVIx"4FKIETER WM W9lA SIQ9V 'MIN M 171 F/SaNEA/1 X6 Ft'1x1 I/.1/4 SOpW IWVII N0. /19t1 t/41''''''S: Tl RINK A.W PE�➢NIEp''O )F TRIM FASTENERS () 1{ % 3 4 TO sRuelBwA aNMCimX6 slNlt:nvai mravErnPm. uuum u m e wmtaMm wms Mm uu.xIAA m c Xua alm xmrs PAY. ma T < ' AU_ Ra NETS lm ROPs z 1 1/4 mF olmwlo ca®ox sR¢ lax IIFin RIDGE F�SHINC OR HIGHSIDE PAVE FUSHING=IBC I I - ILM (I• yNTPt alRlwu spi fllduRt M]t fASIFT'FR WM M49afl NA'D( Xa FIAfP/{ SIRE dPHN FAmXm vJIM II14 Sl /Ixl 1/s moa4 xUn slAvuVm 9IF Pa1NG 1®t v6A MFIO EPBSMSQI FASIFIEA Y 1 M/4 (5'IE UTM)]6ffi COMER IWH 12 N LLXP: X6 AIAX]/H ]PIII••' MN W m N1D Y1x116Y 1/H'1 AFl3Kd>%m a AN RPOmm ro 9W .Ims3 f' TAAPpE MASTIC (CONT.) 1/2 TM 7/T6 UUµ�t�s1/a•• R�I%aeRm) >�WL ER.£ AIN FM S R `C EME AC P.W6 SLF1M CPMRTP6 PLASTIC II] x i t/] 10.5 A ' I I I D ' /�`T ro FA wua vu AND sacT TO sHEMT coxMt'Ir+¢ MEYt m PA cParFCTMXfi Alm CTHI Ex EDP XP Pm wmon s m ax Pm ueaT m aa]T PTM 4=KL FALTpaR Eff m vAvw 1 N NI. /1]xl 1/2 !21 3 /yV1pM1Y-yNC A11P/-p]Nm] Au Ra�vasan RCCEB XO]f5 A'm .1LWNW-31XC H1p/-lM1FD .®OfS ML% �TqO • 1 PANEL CLOSURE I I I I • MISCELLANEOUS FASTENERS AYL O1SP mAA,.0 W7/]jW 1/4 I I r E Q 2 TNIM I ( ALONG fJHE INPE NT CNAw To BAR X16 ONIINUOUS PANEL CONFIGURATION) °A'E - miv c cA®ax snag IE]I IIFAn - FASIFIEB J1 1 1/2 M91WC VPS AND RA4YNC S1Nt W. /101 1/] STOIY ro FMIEL conlacroxi e®5e>mtl LONG SPAN' III ROOF PANEL FYY1] m YJ'A 51NICIlIff. (t/4• xFX ISAn PA%Pr RFQIP2C) �µ A011 NOTE ALL HU HEAD SIZE'S SHALL REQUIRE A 5/16- HEX SOCKET UNLESS NOTED. -RIDGE FLASHING OR HIGH SIDE EAVE ATTACHMENT RC35 BASIC PARTS AND PIECES I RC61 LONG SPAN ROOF -BA J HARBOUR RIDGE CHEMICAL D • LONG SPAN III ROOF BA N0. REVISIONS MADE CK D I DATE JENGRI DATE I NO.[ REVISIONS MADE CK D I DATE - JENGRI DATE I DRAWING SU8IRRAL 1 SG1LE: NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY• FL RICHARD K. DAMS CONSTRUC AMERICAN BUILDINGS COMPANY 1 REV. FOR CONSTRUCTION Ti NTK 04/05/12 MC 04/13/12 - 1 I:'] FOR CONSTIELIC110N [ 1 FOR APPROVAL [ FOR PETaur coat FOR PREIRRNARr DRAwn-Em rJ 04/04/12 CHECKED Br cRM 04/04/12 DESIGN ARPD Eir: ac 04/04/12 DRAWING. 11545103 SED-011 RLVNo. NUMBER' 1 CAD 8Y: TJ 04 07 tz 09�3K5 Ver. ME OVERLAPPING RIB OUTSIDE - (THIS RIBOVERLAPS PRECEEDING PANEL) /---� N • J BEARING LEG-/" � BEARING LEG (BEARING LEG GIVES SUPPORT TO SIDELAP) ERECTION NOTES: 1. ALL. AREAS WHERE MASTIC IS T0. BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD DETERGENT OR AN ALL PURPOSE CLFANM BEFORE MASTIC APPLICATIONS THIS WILL ENSURE A GOOD SEALINGSURFACEAND IMPROVE WEATHER TIGHRNML 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBT SIDED TAPE BE USED TO SECURE THE INSULATION TO THE SAVE. THE META SLIMING SUPPLIER IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. ADDITIONAL ATTACHMENTS (BY OTHERS) MAY BE REQUIRED. 3. ALL EXPOSED FASTENERS SHOULD'PENETRATE THE SEALANT FOR THE MOST WEATHER TIGHT CONNECTION IN ROOF AND WALL AREAS "ERE APPLICABLE 4. WHEN FIELD CUTTING PANELS OR TRIM GO NOT USE ABRASIVE SAWS OR OTHER CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. THESE METHODS WILL DAMAGE THE PANTED AND GALVALUME FINISH AND VOID ANY WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES WHICH 00 NOT PRODUCE HOT METAL PARTICLES OR BURNED MGM ERECTION NOTES RC91 LONG SPAN I BA vtEir FPFeunwrc vhTY (41EGURtl! W NW s RI M ( ro trot mr aN vwms PWAA ALVAx 6 a AmTa nut B:MIID WIx RAT S AM FA51FNDiS THE LONG SPAN III ROOF PANELS HAVE BEEN DESIGNED SO THAT BOTH SIDES OF A GABLED BUILDING CAN BE SHEETED SIMULTANEOUSLY. IF THE ROOF OF THE BUILDING IS SYMMETRICAL ABOUT THE RIDGE THE SHEETING CAN BEGIN AT EITHER ENOWALL HOWEVER, IF THE BUILDING IS NOT SYMMETRICAL ABOUT THE RIDGE OR IF THE BUILDING IS SINGLE SLOPED FROM THE EAVE TO EAVE, THE SHEETING MUST BEGIN AT THE ENOWALL INDICATED ON. THE BUILDING ERECTION DRAWINGS SIDEWALL SHEETING DIRECTION CEOF RIDGE ' ERECTION OF THE LONG SPAN PANEL REQUIRES THAT THE PROPER OF ITS APPLICATION SAVE FlISHING BE MADE. -THE DESIGN OF THE PANEL INCORPORATES A BEARING LEGG INTO INTO ITS S LEAPING EDGE EAVE PANELS WHICH PROVIDES SUPPORT FOR PROPER NESTING OF THE OVERLAPPING RIB OF THE NEXT PANEL THE INSTALLATION OF THE PANELS (SHOWN AT LEFT) PROCEEDS FROM LEFT TO RIGHT. HOWEVER, UNLESS FIELD CIRCUMSTANCES DICTATE OTHERWISE, INSTALLATION OF PANELS CAN PROCEED FROM SAC PING THE PANELS S ROUTINELY GONE TO MICH PANEL COMWE WTIN THE BUILDING LENGTH. INS EITHER LEFT TORIGHTOR RIGHT TO LEFT AS LONG M THE OVERLAPPING RIB IS.. LAPPED OVER SIOEWAII IS DONE WITH THE LAST ROOF PANEL OLSTALED. THE PANEL MY BE'BACXIAPPED 1' OR 2' AS REWIRED THE BEARING RIB. TO COMPLETE PANEL COVERAGE WHEN BAXIM IPPING PANELS, MASTIC MUST BE APPLIED BETWEEN THE TWO PANELS AT THE EAVE AND AT PANEL ENI]L&PS AS SHOWN ABOVE. PANEL MARKING AND SIDELAP DETAILS RC63. DIRECTION OF ROOF PANEL ERECTION RC64: PANEL BACKLAPPING RC75 LONG SPAN BB LONG SPAN III ROOFS - BA LONG SPAN UI ROOFS I BA ENUWALL (FAR TONG SPA: PANEL IDENTIFICATION MARK NUMBER EXAMPLE OP 24-30.0 Y 30'-0• W LENGTH 24 GAGE-(22. 24, 26, h 29 GAGE AVMIABLE) LONG SPAN CLIP CONNECTION TO JAMB COLD FORMED JANR. SHOWN, HOT ROLLED JAMB SIMILAR 614 x 2 J/4 AI: I (s3A WHSHEERR WITH WAE FINGER SG AND EF THREADS. THIS IS DESIGNED TOCONNED TOMM 2 A32ST/ wx NUT JAMB TO RAFTER WEB 1) WASHER )T S10E LONG SPAN III PANEL EAVE PANELS TAPE MASTIC — INTERLIMATE PANELS (CONTINUOUS AT SIDELAP AND ACF PANEL WIDTH TO RIDGE. PANELS BACKLA PED) 1/2 ENDWAIL RIDGE PANELS INTERMEDIATE PANELS JAMB TO RAFTER WEB CONNECTION EF28W RIGID FRAME / BYPASS BEAM k COLUMN MOMMIL I AA HARBOUR RIDGE CHEMICAL D CLOSURE N0. REVISIONS JMADEIC 'D I DATE JENGRI DATE I NO.1 REVISIONS MADE C 'D I DATE IENGRI DATE I DRAWING SUBMRTAL STANS Ig E. NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC AMLRICAN BUILDINGS ANY ^ I REV. FOR OONSTRUCNON - TJ NTR 04/05/12 MC 04/13/12 Fn cnoN [ ] FOR PERMIT ONLY [ 1 FOR �ARl' DRAWN ar: TJ 04/04/12 aREcl(m Br: oral a4/a4/12 DESIGN APPO BY: AMC 04/04/12 DRAVRNC -- NUMBER' 1 1645103 SED-012 REVAO• T cAo W. Ti - 04 03 12 09M:12 Vn. 38.1 EAVE STRUCTURAL FASTENER(S) X 1 1/4 4 1/2' JAMB 1/2 HVNX1 NUT CUP CL-3 STRUCTURAL FASTENERS FOR GIRT ATTACHMENT TO EAVE STRUT 112X1 1/4 1'-0' O.C. STAGGERED 4 1/2' TB) STRUCTURAL FASTENERS fFOR JAMB CUP ATTACHMENT Q12X1 1/4 OPENING JAMB BUTTON HEAD BOLTS 1/2 X 1 1/4 L-4 (12' JAMBS) 1/2.0 ANCHOR BOLTS (BY OTHERS) ANGLE NOTCH) • -� __ ._.. GIRT CUP - I NUT ' CL-3 1/2 HVHXUT 4 1/2 X 1 1/4 A325T/ 1/2 HVHX NUT JAMB STRUCTURAL FASTENER(S) WNDOW (6) J12 X 1 1/4 • BUTTON HEADBOLTSTS REQUIRED AT STRIP WI JAMB TO GIRT CONNECTION I OF01 JAMB BASE ATTACHMENT,. TO GIRT. OF018 JAMB TO EAVE STRUT CONNECTION .WITH REINFORCING GIRT _ OF06A JAMB BASE CONNECTION OF11 2 3/4' (8' JAMBS) 3 1/4' (S 1/2' JAMM) CLIP 1 1 3 3/8' (12' JAMBS) CL-10 (12' JRJES) I I I 1/2 X 1 1/4 A325T/ HEADER i 1/2 HNHX NUT 1' GIRT i I I i 1 I I I _ ___________ Y 1 1 1/2 X 1 1/4 A325T/ I 1/2 HVHX NUT w i I z a I I i i I I i BUTTON HEAD BOLTS 1/2 X 1 1/4 1307 I FIELD CUT AND FIELD DRILL GIRT AT Fla, LOCATED FRAMED OPENINGS A __S�AB OF _ 2 1/2 ____ 1 1/8. A DOOR MO 1 3/8 .DOOR WIDTH + 2 3/4" TYPICAL ANCHOR ROD LAYOUT GENERAL NOTES FOR FIELD LOCATED FRAMED OPENINGS : 1. OVERHEAD DOORS ARE FIELD LOCATED. CUT STANDARD PANELS AND GIRTS AS REQUIRED. 2. MAXIMUM HEIGHT OF DOOR IS 2'-D' LESS THAN SAVE HEIGHT. 3. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS 4. JAMBS MUST BE LOCATED A MINIMUM OF 1'-0' FROM CENTER LINE OF COLUMNS. 2 t 2 3 GENERAL NOTES FOR SHOP LOCATED FRAMED OPENINGS 1 FINISH FLOOR 1/2 1. OVERHEAD DOORS ARE SHOP LOCATED. SOME PANELS MAY REQUIRE FIELD FINISH GRADE CUTTING. ). •�. i J 2. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS. 1/2'0 ANCHOR ROM (BY OTHERS) SECTION "A -A' GIRT TO JAMB CONNECTION OF16 HEADER TO JAMB CONNECTION OF21 FRAMED OPENING ANCHOR ROD, DETAIL -OF61 FIELD AND SHOP LOCATED FRAMED OPENING NOTES OF91 AA SIMILAR AT SILL - _ AA AA AA C'L1m21 3 UL) WALL MAIN ML) COVER FLASHING JAMB sttTr H¢twnae vVz06 slvan AtsPrs N'M EIAfS M0I MINOLVG YETK 9PYI(S VIX 94VP DXS WALL MIN FASTENER(S) 112X1 1/4 1'-0' O.C. PANEL 'SECTION AT HEADER AND COVER FLASHING OT21 SECTION AT SILL AND COVER FLASHING OT22_ SECTION AT FRAMED OPENING JAMB OT26 HARBOUR RIDGE CHEMICAL D AS' AB LONG SPAN III WALLS _ AB N0. - REVISIONS NAPE pCD DATE ENGR GATE N0. TENSIONS MADE CK0 GATE ENGR GATE GRAWITW aBWfpL ST"N� SCALE-- NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAVIS CONSTRUC 1 REV. FOR CONSTRUCTION TJ NTx a4/as/1z cMc 04/T3/12 CONS m000N C 1 FOR APPROVK C ]FOR PEJBJR orar FOR PRELIMINARY DRAWN Iffi TJ 04/a/12 CHECKED BY: cRu 04 04 / /1z DESIGN APPD BY-.1 cmc lo4/"/i2i 11645103 SED-013 1 N FFOOR DOORMBJATO SUB -JAMB CONNECTION SEE OETALLWDWAS PERSONNEL DOORJAMB DETAILS AT V-6°GIRT (8°GIRT) WD04 ARCHITECTURAL III, ARCHITECTURAL N' RIB aM LONG WAN III WALL PANELS I AS SECTION THROUGH PERSONNEL DOOR HEADER WD11 AR[HffECRIRALIII,AROIREC URRL V RIB am LONG WPANID WALL PANELS AB L NOTCH PANES AS REQUIRED FOR INSTALLATION OF HEAD FASHINC, L WHEN HELDCURING PANELS ORTRJM DO NOT USEABRASMESAWS OR OTHER CUTTING METHODS HOTMETAL PARTICLES OR BURN THE CUT EDGES. THESE METHODS WILL DAMAGETHE PAINTED AND GALVAWME FINISH ANOVOIDANYWARRANOES USE DOUBLE MwEARS, NIBBLERS OR OTHER CALLING DEVICES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES:' 'PRE -ASSEMBLED ONLY PERSONNEL DOOR PANEL OPENING WD09 ARCHRECTURALIII, ARCHITECTURAL N' RIB and LONG SPAN III WALLS I AB w8-IAMB WALL FASTEN® wB-JANW �p 4=114 DOORJAMB B'O.G DOORJAMB 2--W O.G 1 _ V RIB ANS. 1/2-min. 3(2'min. IAMB FLASHING FIELD CLJf JAMBFLASHING FJSSIENGHI AS REQ*D FJJSB-ENGTH SECTION THRU IAMB wAONG SPAN III PANEL SECTION THRU JAMB W/ARQITTECrUM V* RIB PANEL WALLEASTERER SUB-lWB ?J2>Q 114 OOORIAMB X-T O.C. ARQIffECNRALIIi PANEL 1/2-MIM JAMB FLASHING FJJ59-LENGTH SECTION THRU JAMB w/ARCHITECNRAI iB PANEL JAMB FLASHING FLASHING (IF NOTE INISHED FLOOR WALL PANELS BELOW SILL NOT SHOWN FOR CLARITY OPENING WIDTH I `WALL PANEL NOTE FIELD SLIT PANELS AND SLIDE HEAD OR SILL FLASHING BEHIND PANELS SHEETING AND FLASHING ELEVATION OTOA ARCHTTECNRAL III, ARCHIIECTURAC WALLS AB V RIB, LONG SPAN 11 AND MULTI -FIB PANEL WAL HARBOUR RIDGE CHEMICAL D WAILFFASTl E 2'-0' L4 W/ARCHTTECTJRALY. RIB PANEL WALL FASTENER SUB -JAMB IT=114 Y.DOORJA . PERSONNEL DOORJAMB FLASHING DETAILS . WD10 ARCHDECTUMIII,ARCHTECTURAL Y MBand LONGSPAN III WALLPANSS AB NO. REVISIONS I NADE CKO I GATE JEXGRI DATE I NO.1 REVISIONS IMAGE CKD QATE JENGRI DATE I DRAWING SUES. & GT"Tln SGALE: INONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC AMER]CAN BUILDINGS COMPANY 1 -REV. FOR CONSTRUMON Ti NIN w/os/12 CMC 04/13/12 - - - C•, FM CNON I I FOR PEmJT o Y L I FOR Flmmwl:r OMWN BY: TJ as/oa/12 - CIJECI® Br: CRM 04/04/12 - - - - - LJFSIGN APP I BY.1 CNc 04/04/12 DRAWING. 11645t03 SED-014 NUMBER' IND. 1 CAO BY. Ti 04 03 12 OB23:16 Var. 3B.1 501 CAPACITY WITHOUT 2•x2• ANGLE. SEE N.SO (SH15M) 50� CAPACITY WTRIOM 212' ANGLE, SEE ALSO (SH15M) 200Q CPPACITY WITH 2'x2' ANGLE, PURLIN SEE A150 (SH15M) 250# CAPACTTY WITHOUT 2•x2' ANGLE. ROOF SLOPE LESS THAN SEE ALSO (SH14M) ROOF SLOPE 1:12 MAXPURUN ROOFWrHSLOPE BEVEL 2MAXWASHER) ROOF SLOPE 1:12 MAX (WIHOUT BEVEL WASHER) 1 1/2" ROOF SLOPE 1:12 MAX (WITHOUT BEVEL WASHER) OR EQUAL TO 4.12 PURUN (SH15AA) MiOt 5000 CAPACITY WITH 2'x2' ANGLE, 2001 CAPACITY WITH 2'x2' ANGLE. ROOF SLOPE LESS THAN ROOF SLOPE 1:12 MAX PURUN OR EQUAL TO 4.12 (WITHOUT BEVEL WASHER) - 1 t/2` 2508 CAPACITY WITH Yx2' ANGLE, 1 1/2. NUT MAX. (2) STRUCTURAL FASTENER(S) ROOF SLOPE GREATER THAN 1 1/2 MAX. 812%1 1/4 TIX 412, BUT LESS THAN 8:12 MAX. WRHOM ANGLE SHOIA WASHER (2) STRUCTURAL FASTENERS) CADDY PURUN CLAMP MODEL: 315 (2) STRUCTURAL FASTENER(S) SHOtA IVITTI ANGLE 812X1 1/4 TEK NUT $12X1 1/4 lEK (WITH ANGLE) (WITH ANGLE) WITHOUT ANGLE SH02A .. WASHER AA - OPTIONAL WITH ANGLE.. SH02A ANGLE OPTIONAL ]/I6- HOLE (L-wxl/B'x 6- LONG) 7/16.0 HOLE - ANGLE (FIFE GRILL) (FIELD GRILL) 3/8'0 ROD HANGER - j�N,GLL (L2'x2'x1/8"x 6' LONG) (21x2°xfx 6- LONG) 3/8"0 ROD HANGER.. 3/8"0 ROD HANGER NOTE: ]/16'm MOLE 3/8'0 ROD HANGER USE OF THIS DETAIL WILL REQUIRE THE • ANGLE MAY BE OMITTED WITH E NOTE: (FIELD DRRL) ROD HANGER TO BE BENT AFTER INSTALLATION ! ANGLE MAY BE OMITTED WITH HANGER LOADS 50 LBS. OR LESS. NOTE USE OF THIS DETAIL WILL REQUIRE THE NOTE SO THAT R HANGS VERTICALLY. THE METAL BUILDING SUPPLIER IS NOT HANGER LOADS 250 LEIS. OR LESS EXCEPT THAT ANGLE IS REQUIRED USE OF THIS DETAIL HILL REQUIRE THE NOTE ROD HANGER TO BE BENT AFTER INSTAllARON USE OF THIS DETAIL WILL REQUIRE THE RESPONSIBLE FOR ME DESIGN OR ADEQUACY WITH SLOPE iHMI 4:12, ROD HANGER TO BE BEM AFTER INSTALLATION SO THAT IT HANGS VERTICALLY. NOTE: ROD HANGER TO BE BENT AFTER INSTALLATION OF THE BEM ROD HANGER. AN 0:12 BUT LESS THAN 8:12. NOTE:' PURUN UP MUST NOT SO THAT IT HANGS VERTICALLY. THE METAL BUILDING SUPPLIER IS NOT PURUN NP NUSf NOT BE DISTORTED. THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THE DESIGN OR ADEQUACY PURUN UP MUST NOT SO THAT R HMIGS VERTICALLY. ME METAL BUILDING SUPPLIER IS NOT NOTE: BE DISTORTED. RESPONSIBLE FOR THE DESIGN OR ADEQUACY OF THE BEM ROD HANGER. BE DISTORTED.- RESPONSIBLE FOR THE DESIGN OR ADEQUACY PURUN UP MUST NOT OF THE BEM ROD HANGER. OF THE BEM ROD HANGER. BE DISTORTED. HANGER DETAIL AT PURLINS SHOt. HANGER.DETAIL AT .PURLINS _ SH01A - HANGER -DETAIL AT PURLINS - SH01B HANGER DETAIL AT .PURLINS. _ .SH02 - - - AA ROD HANGER WITHOUT REINFORCING ANGLE I AA ROD HANGER WITH REINFORCING ANGLE _._ AA PURUN CLAMP AA. CAPACITY 2'x2' ANGLE, SEE ALSO (SH14M) 500 CAPACITY WITH 2'x2' ANGLE, SEE ALSO (SH14M� 400/ CAPACRY PROVIDED ROD HANGER IS WITHIN CENTER ONE-THIRD OF 3"x37ANGLE SPAN SEE ALSO (SH15M) ' ROOF SLOPE LESS 1T0fAMN OR EQUAL TO 4:12 (SIR15M) ROOF SLOPE LESS THAN OR EQUAL TO 412 PURLIN (SH15M (200j CAPACITY OTHERWISE) - ,a 1 1 /2" 250b CAPACITY WITH 2'x2' ANGLE, SLOPE GREATER THAN 1 ANGLE (TYP. �'•�' MAX. ROOF 1 4.12. BUT LESS THAN 8:12 X. MAX.( 2) STRUCTURAL FASTENERS }12X1 1/4 TEK (L2'x2'x1/8-x 3" LONG) > PURUN PURUN 1/8 x✓ 4j9¢ ' CADDY PURUN CLAMP MODEL 315 CADDY PURUN CLAMP MODEL 315 (2) STRUCTURAL FASTENER(S) /12X1 1/4 TEK _�wWt` ;}• its • BENT UP PLICATE • 7//RUN 16'0 HOLE ARGUE - LENGTH) CLAMP OF NOTALLOW NOTE (2•x2•xt/8-x 6- LONG) (hELD DRILL) (L3'x3'z3/1fi' x •2j•' OF THIS DETAIL WILL REQUIRE THE • ANGLE MAY BE OMITTED WITH 3/8'0 ROD HANGER USE to ROD HANGER TO BE BEM AFTER INSTALLATION 3/8'0 R00 HANGER HANGER LOADS 250 LES. OR LESS "i;•. yam' - SO THAT IT HANGS VERTICALLY. EXCEPT THAT ANGLE IS REQUIRED 3/e'0 ROD HANGER NOTE: THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THE DESIGN OR ADEQUACY WITH SLOPE GREATER MAN 4:12. BUT LESS THAN 8:12. NOTE USE OF THIS DETAIL WILL REQUIRE THE": ems+ OF THE BEM ROD HANGER USE OF THIS DETAIL WILL REQUIRE THE ROD HANGER TO BE BEM AFTER INSTALLATION SO THAT TT HANGS -VERTICALLY."^• v w+-•r NOTE NOTE: ROD HANGER TO BEM AFTER INSTALLATION THE METAL BUILDING SUPPLIER IS NOT '' � `^rw<t€ • PURUN UP MUST NOT PURUN LIP MUST NOT S 50 THAT R HANGS VERTICALLY. THE METAL BUILDING SUPPLER IS NOT NOTE: C REQUIRED, ENFWA_ RESPONSIBLE FOR THE DESIGN OR ADEQUACY OF THE BEM ROD HANGER. BE DISTORTED. BE DISTORTED. RESPONSIBLE FOR THE DESIGN OR ADEQUACY SEED DETAIL SEE DETAIL HANGER DETAIL AT PURLING SH02A HANGER DETAIL AT PURLINS OF THE DENT ROD HANGER. _SH02B HANGER. DETAIL. BETWEEN PURLINS SH03 CLAMP INSTALLATION ".NOT ALLOWED" SH06 PURUN CLAMP WITHOUT REINFORCING ANGLE I AA PURUN CLAMP WITH REINFORCING ANGLE AA IAAI CLAMP CAUSING BEM PURUN UP AA- 500j CAPACITY _ - SEE ALSO (SH14MA 500f CAPACITY - PURUN SEE ALSO (9V14M) 375E CAPACGY _ -" SEE ALSO (SH14M) ROOF SLOPE LESS THAN OR EQUAL TO 1:12 (SH15M ROOF SLOPE IF THAN OR EQUAL TO 1:12 -4X-�PRESS (SI115M) THAN OREQUAL LESS 4:12 (SH15M) RUN PURUN - 250p CAPACITY • - SAMMY X-PRESS 25/64.0 HOLE (FIELD DRILL) ROOF SLOPE GREATER THAN 4:12. BUT LESS THAN 8:12 SIDEWINDER PIPE HANGER MODEL SWIM 35 SH 11A 25/64.0 HOLE (FIELD DRILL) 3/4 WASHER 3/4" MIN. NUT MINSAMMY LOCK X-PRESSSIDEWINDER PIPE HANGER MODEL SWP 35 NOTTO DEPTH OEE PURLIN 3/8'0 R00 HANGER NM TO EXCEED 3/8.0 ROD HANGER SAMMY• SNIVEL PIP25/64'm HOLE MID -DEPTH OF PURUN MOD(FIELD DRILL) NOTE NOTE: 3/8"0 ROD USE -OF -THIS DETAIL WILL REQUIRE THE - USE OF THIS DETAIL WILL REQUIRE THE - ROD HANGER TO BE BEM AFTER INSTALLATION ROD HANGER TO BE BEM AFTER INSTALLATION NOTE SO THAT R HANGS VERTICALLY. SO THAT IT HANGS VERTICALLY. PURUN LIP MUST NOT THE METAL BUILDING SUPPLIER IS NOT THE METAL BURRING SUPPLIER IS NOT BE DISTORTED. RESPONSIBLE FOR THE DESIGN OR ADEQUACY RESPONSIBLE FOR THE DESIGN OR ADEQUACY OF THE BEM ROD HANGER. OF THE BEM ROD HANGER HANGER DETAIL AT PURLINS _ SH11 HANGER DETAIL AT PURLINS _ SH11A HANGER DETAIL AT PURLINS 1 SH12 ROOF SLOPES LESS THAN OR EQUAL TO 102 AA SIDEWINDER PIPE HANGER FOR SLOPES LESS THAN OR EQUAL TO 1:12 AA ROOF SLOPES LESS THAN 8:12 AA • HARBOUR RIDGE CHEMICAL D NOLI REVISIONS MADE CRO I DATE JENCRI DATE I NO.1 REM90NS JmAUEJCKDj DATE JENGRI DATE I DRAWING SUBMITTAL SOALE. NONE DATE HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC ERICAN AMBUILDINGS COMPANY FOR CONSTRUCTION - rJ NTK 04/05/12 MC 04/13/12 - - - - (•) FOR CONSIRUCIIDN FaR �O FOR PEmR afar [ ]a FOR PRELIMINARY ORANTT BY: TJ D4/04/1z cHEfQO:D BY: CRM - 04/04/12 DESIGN APPD BY. -I ONG 04/04/12 DRAWING. 11645103 SREv.No. NUMBER' ED-015 1 - GAD BY: TJ 0,1/03112 09:23:10 Ver. 38.1 375/ CAPACITY ROOF SLOPE LESS THAN OR EQUAL TO 4:12 2500 CAPACITY ROOF SLOPE GREATER THAN 4:12, BUT LESS 1HIUR 8:12 ]P.LNT A-YHF .SWIVEL PIPE MGM MODEL W 35 i NOTE A PURUN LIP MUST NOT BE DISTORTED. SEE ALSO (SHI4M) 250JJFF CAPACITY (SH15M) OROEQUAL SSLOPE GREATER THAN 25/64.0 HOLE (FIELD DRILL) ROD HANGER SEE AI50' (SH14M) (BH,sAA) CADDY PURLIN CLAMP MODEL 315 IS AVAILABLE VIA THE MANUFACTURER'S WEB SITE: www.erico.com SAMMY X—PRESS SWIVEL PIPE HANGER MODEL SXP 35, SAMMY X—PRESS SIDEWINDER PIPE HANGER MODEL SWXP 35, AND INSTALLATION TOOLS ARE AVAILABLE VIA -THE MANUFACTURER'S WEB SITE: ww�v.sommysuperscrew.com/sommyxpress.htm WARNING THE HANGER CAPACTIE5 SHOWN ON THE AMERICAN BUILDINGS COMPANY DETAILS REPRESENT THE MAHIMUM ALLOWABLE SINGLE RANGING L04D,THAT.A TYPICAL PURUN CAN SAFELY SUPPORT UNDER THE BEST OF CIRCUMSTANCES USING.RRE PARTICULAR HANGER DEMCE SHOWN 'IN'THE DEGIL MARY FACTORS BEYOND THE CONTROL OF THE. METAL BUILDING SUPPLIER AFFECT THE.ABILRY OF APURLIN'TO SAFELY SUPPORT HANGING LOADS -COMBINED WITH OLDER REQUIRED ROOF LOADS. DUE TO THE VARWBLES INVOLVED IN HANGING LADS AND THEIR ATTACHMENTS TO THE. PURUNS, THE METAL BUILDING SUPPLER CANNOT ASSURE THAT THE PURLINS FOR A . PARTICULAR BUILDING PROJECT CAN SAFELY SUPPORT THE MAMMUM ALLOWABLE HANGING LOADS IN COMBINATION WITH LOTHER, ROOF' LOADS. I - - T IS THE RESPONSTBIM OF THE HANGER SYSTEM INSTALLER TO COORDINATE WITH THE ENGINEER OF RECORD FOR THE OVERALL PROJECT TO. ENSURE'A SAFE HANGING LOAD INSTAUARON. THE METAL BUNTING ENGINEER 5 NOT THE ENGINEER OF RECORD FOR THE OVEtkU,,PROIECT. WITHOUT SPECIFIC CERIIFICARON FOR-INDMDUAL-HANGING LOADS, THE NET EFFECTS OF APPLIED_ 'HANGER LOADS INSTALLED'.ON A PARTICULARRJRUN SHALL NOT EMCEED THE NET EFFECTS OF THE CERTIFIED UNIFORMLY APPLIED DESIGN COLLATERAL LOAD. SEE SHEET ABC-1. HANGER DETAIL AT PURLINS _. SH72A HANGER DETAIL AT PURLINS SH13 WEBSITES FOR PREAPPROVED HANGER.DEACES SH14. HANGER CAPACITIES WARNING 1 SH16. SWIVEL PIPE HANGER FOR SLOPES LESS THAN 8:12 AA ROOF SLOPES GREATER THAN OR EQUAL TO 8:12 1 AA I AA I AA. NOTE: OTHER METHODS OF ATTACHING HANGING LOADS, NOT SH11, SH12, AND SH13, ARE GENERALLY PERMITTED HOWEVER, THE HANGER LOAD MUST NOT EXCEED 50 SPECIFIC PRIOR APPROVAL FROM A QUALIFIED DESIGN DEPICTED ON DETAILS SH01 , SH02, SH03, POUNDS PER HANGER LOCATION (WITHOUT PROFESSIONAL FOR A PARTICULAR LOAD). GENERAL HANGER NOTES SH15- AA HARBOUR RIDGE CHEMICAL D DRAWING SUBLIIRK SCALE-. I NON FOR CONS111UCIION DRAWN BY: FOR APPROVAL CHECIQD BY: FOR PEEWIT QLLY FUR PRDmHARY DESN.TN MPO BY: I Ti 04/03/12 HARBOUR RIDGE PROPERTY OWNERS AS 12600 NW HARBOUR RIDGE BLVD. PALM CY, FL RICHARD K. DAMS CONSTRUC 11645103 SED-016I - 1