Loading...
HomeMy WebLinkAboutSUBMITTED PAPERS_1OFFICE USE ONLY: I � � BY DATE FILED: ( St• t,ude-C9b ht PLAN REVIEW FEE: 00 RECEIPT NO.: -�P$RMIT NUMBER: D `Jp CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: nec ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION ® 2300 Virginia Avenue .0 Ft. Pierce, FL 34982-5652 �6 f �/�•�'—�"� 772-462-1553� ,� �T"W rm i i-- d 01 /09.)�f-- 1 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE bP*- C p r to s c d t r PL PROJECT INFORMATION PS L a y 18� c �z3s LOCATION/SITE ADDRESS: 2. PROJECT NAME: SITE PLAN NAME: 3. PROPERTY TAX ID 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 7 E 45 V&&- GP11,67 5. PLAT BOOK _!�/� 6. iPAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: ::46 3 10. COMPLETE DESCRIPTION OF CONSTRUCTION PR04ECT OR WORK A TIVITY:VT— tu 1, ij6-VA,�- 11. SETBACKS (ACTUAL) FRONT: BACK: 76 RIGHT SIDE: LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes4 ! [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13 14. 16. DESCRIPTION OF PROPOSED USE: SQ. FT OF CONSTRUCTION: , 5 15. SF. FT 1st FLOOR: VALUE OF CONSTRUCTION: $ 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 6/25/09 i.4 z' OWNER INFORMATION NAME: C=. , 1 A-V l%1 UPI' �7 P ADDRESS: 13 XJ) 71L- CITY: (a 4d;::: I ��n I !J &4_::, STATE: r ZIP: 50'7 PHONE (DAYTIME):If-7 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: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): �) CONTRACTOR INFORMATION ST. of FL REG.CERT #: � { C- 42 -T / 4LV _ ST. LUCIE COUNTY CERT #: BUSINESS NAME: QUALIFIERS NAME: f i L ADDRESS: ® 4 A &I I/eS 60PJ LG� CITY: �,�� ! �/ �� /� STAATp,E,:� �(_ ZIP PHONE (DAYTIME): ( FAXAN Woi- Email: 31 ARCHIT/ENGINEER: J t- rp o'w ADDRESS: �Z� cy W #,& CITY: 'AJ {- PHONE (DAYTIME): () STATE: ZIP: BONDING COMPANY: N ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER: N Jf ADDRESS: CITY: STATE: ZIP: Ef 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. e `' y 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 JOBSITE 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 PFRUCTIOlEWIT, YOU PROMISE IN THE PER GODD-FI N WHOSE PROPERTY IS ETH TO DELIVER A COPY SUBTHE LTO ATTACH TN LAW NOTICE TO [-I C!1`►". -IIIH4 STATE OF FLpl2IDA��S COUNTY OF�`l��LL The foregoing instrument was acknowledged before me this day of -De-C— 20 by 0Oxcry" So_\`)' V-k1k\ who is personally known or has produced Signature of ANGEI.AX HUFF Commission W130MM19810� 5W �1tf,�Fha 12,2015 Bonded ihru NotaryPublic enwliters STATE OF FL D COUNTY OF "� The foregoing instrument(( was acknowledged before me this day of ]D (Pam' _ , 20 1 lI , c by �'( C 1'f) CY1LaX-u i who is personally known Signature or has produced --, l v_ ro ANIIEL9.M. HUFF OMIIlBSION # EE Dt NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBBUILDER, 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 OWNERBUILDER APPLICANTS. For specific instructions see appropriate permit checklist. 41. -1 OFFICE USE ONLY BP #: 1,loi , SECTION TOWNSHIP RANGE MAP NO. ZONING - -LAND USE LOT CVG % ,'�� TAZ NO. _ -MAXHGT FLOOD ZONE. FIRM MAP # - — 1 FLR ELF --- - - - ._OCCUP:TYPE - - - - _ _— -MAX OCCUP - _ - - - -.OF FLRS-- -'- - - - - - -- --- WATER SEWER SPRINKLERS STORMWATER _ LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before l/1990 After I/I99U - - - REQLJIIZED- APPROVED oe I -REPORT -HABITABLE RADON -PERMIT AREA FEE FEE CODE LIBRARY PUBLIC BID P ID PARKS BRACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL RO CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE, -FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADM[11,11STRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS 'SUBS ELECTRIC V GAS LOT OF RECORD FEES -REQUIRED PLUMBING / FEES DATE SENT TO ADDRESSING: = REVIEWS FRONT - ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW R Ev>EW -DATE ` I VqN RECEIVED 1 DATE - ILO�,� -COMPLETED - - INITIALS .7' z. 3 - 12�� To ; c/ . �c V dJl Pr14(f tti' ► S l� �o Gt � v e � C � �"nl� °�" % S I? d �'t � i^ e, Yn o v e ( d S � h � 615 CoMfdny dnd �4�e own2v- W-er-- wndl% � o ci j r e-2 o o a f r< c e o r f h e S'c Ube o f wor-11, , D4vtn -�� pd w fm-elp -.e s (d e m t 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 12350 1 ICRUSADER jPL PORT ST LUCIE 134987 Historic Parcel # 4224-501-0044-000/8 S/D I Treasure Coast Airpark FLU AG-5 I Zoning AG-5 Flood Map 290F Permit 1 Owner(s) Ernest E Leavitt to Jurisdiction St. Lucie County Block Lot # 144 Flood Elevation I Flood Zone X Application Type IMaster Permit w/subs Status Issued 1201-0102 Activity Type New Expiration 10/10/2012 Other - Specify 912 Permit Type Building, (Miscellaneous) Date Applied 01/1312012 Taken By angela Location Mainland* Date Issued 02/24/2012 Issued By angela =tat Fee Valuation Date Finaled Posted By Date Voided Please explain in Additional Comment Job Address 1235t1 CUSADEOw CONTACT INFORMATION Add Applicatibn Contact O C tr tr W Category Type Property Owner Contractor Name Property Owner Property Owner Business Contractor Address Email pen mac o Registration Form Phone (954) 592-9947 ext Fax ( ) - Mobile ( ) - Pager TRADESUB Attach Sub TPermit rade Sub-Trade Permit: Permit Type Electrical Sub Trade Status Issued 1201-0102-01 Contractor Taken By angela 1201-0102-01 EP Company PINE ELECTRIC INC Date Applied 01/13/2012° 1201-0102-02 PP Contn (772) 429_ 8887 Issued 02/24/2012 Owner / Buildier Issued By angela' Expiration Finaled Sub -Trade Job Description ELECTRICAL CONTRACTOR PINE 10/10/2012 , ELECTRIC HAS BEEN REMOVED FROM Finaled By CONSTRUCTION INFORMATION Units (I0 Floors 1 Buildings # Bedrooms # Bathrooms Total Sq. Ft. 0.00 Min Flood Elevation Flood Map 290E Flood Zone FCC 2 ; x,, Other Non-residential Buildi NOC Required ® NOC Received ® NOC Expiration 12/20/2012 Setbacks Front 150.00 Back 115.00 Left Side 215.00 Right Side 90.00 Job Description Additional Info ERECTION OF A50'X50' STEEL BUILDING AIR PLANE HANGAR WITH ELECTRICAND BATHROOM Please include the date and your name when adding mtonnauon. 7/23/12 ELECTRICAL CONTRACTOR CAME IN TO REMOVE HIMSELF FROM THE JOB. RECEIVED LETTER. 1/19-2012 PER EMAIL FROM AMY GRIFFIN (IN FILE VEG. PERMIT CAN BE RELEASED BEFORE THE BUILDING PERMIT IS READY. DAWN MILONE. 1 /19/2012 CREDIT CARD AUTHORIZATION WAS FAXED IN FOR VEG PERMIT #20110826B (EXPANDED) VEG PERMIT WAS SCANNED AND EMAIED TO MR. LEAVITT. CONTRACTOR WILL PICK UP VEG PERMIT. DAWN MILONE to r_1 00 U m U) � C C IL N L N E a-J I;d �O U) 0 0 c x Port St. Lucie Building Department Certificate- of Compliance (This is a partial treatment only and not a guarantee or warranty) Permit Number: / A Q l- D l 0 2 Location'of ,Property 123=, U C R (,6,1aE2 Pc Legal Description: Section Pest Control Company JAMES CORDEIRO- JC�pa O�Please Print Signature `1 41-G9 12A ��A Date Title Soil Treatment Company Information COASTAL PEST CONTROL Soil Treatment Company Name 1913 SW S MACEDO BLVD, PSL, FL 34984 Address 5594 / 8068 Soil 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) _/_/ ' as -per manufacturer's specification. If the second 'treatment is not required, a copy of the product label shalt be included with this certificate. Block Lot This form is to be filled out by Pest'Control Company Treatment Information i2 Date of Treatment TALSTAR 1 Chemical Used 0.06% Concentration Gallons Used HORIZONTAL BROADCAST Method of Application (soil mixed, etc.) Linear Footage of Area Treated Second Treatment Information Date of Treatment Chemical Used Concentration Gallons -Used Method of Application (soil mixed, etc.) 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 Buil.ding Code for protection against termites. This form MUST BE RETURNED to the Building Department before your final inspection is scheduled! •Fu44 Treatment of Q ❑ Spot Treatment a,lheTrcasu�L'o ❑ Inspection Only 772-8"-0904 Notice of Treatment or Inspection DATE SERVICE CHEMICAL BY 03-16-'12 12:49 FROM-A,M. Engineering 772-924-3580 T-250 P0001/0001 F-560 l � A. M. ENG•INEERTN6 AND r'ESTYNG', INC. 590 N.W. MERCANTILE PLACE Potter ST. LUCIIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAx: (772) 924-3580 REPORT OF FOUNDATION PAD COMPACTION Client: JM Properties of West Palm Peach, Inc 10606 Versailles Boulevard Lake Worth, Florida 33449 Site: 12350 Crusader Place Port St. Lucie, St. Lucie County, Florida Foundation pad, Airplane hanger Deport Date: March 16, 2012 Project No: 12,-1068 Lab No: ----- Technician: R. Marchand Permit No.: 1201-0102 Density tests and Hand Cone Penetrometer (HCP) readings were made at a minimum of three locations in the building pad. Density tests were performed in the upper one foot of fill. HCP readings were. taken in hand auger boreholes at one foot intervals from slab grade through the depth of fill. The density tests were performed in general compliance with ASTM D 6938. The HCP test, in conjunction with information about the soil type, is empirically correlated to the relative density of subsurface soils. Density Test No. Date Tested Location Elevation (feet) Dry Density(peb Percent Compaction In Place Proctor 1 3/15/12 Southeast Corner 0.1 110.1 112.0 99.3 2 Center Ama 0.1 109.3 112.0 97.6 3 Northwest Corner 0-11 109.1 112.0 97.4 * Elevations are below bottom of slab. The depth of the fill was approximately four feet. The fill should extend at least five feet beyond the building perimeter. At the time of our testing no information was available regarding the foundation pad setbacks. In the locations and depths that were tested, the fill has been compacted to a minimum of 95 percent of the modified Proctor maximum dry density (ASTM D 1557). No soil borings were performed below the recently placed fill. oe��C®aV6Gt¢�b6�66o�rvA •" A . x.�,•. ��Dc'.r .M {��f ,�emu'.,. M Distribution: S11liittele33ja " E�;or� r m•°o�t ;,�c� 9., r;: Client - 2 MAR 1 � 2012 i�.�''9 �xi�O� NC. �, • ,r: • �•. .rli�l, rr ! ) .. �. �y3:�1=�A�ll�ld'�•YY G 1Vlo�.rr, C:L�1.?.r'�" "•� ;� . '•,il. D VUMkm 'Plvr d }R;-4tratro�i,I F:IC.O•D, JobsVMPropertPes of 6l , IncU2350 Crusade,• Palce, PSLI12-1068 - Ahplane Hanger- Pod iv. Fill- Den.doc Structural Design Concepts -AR, Inc. 9501 N. Rodney Parham Rd, Suite K, Little Rock, AR 72227 TEL: 501-660-4000 FAX_ : 501-660-4005 COA 26565 www.ezdesign.org 'email: help@ezdesign.org March 10, 2012 Ernie Leavitt 2555 Davie Road Fort Lauderdale, FL 33317 Ref.: Building pad dimensions: 50' Wide x50' long Location: Fort Pierce, FL 34987 Project No.: P11-123 . Dear Ernie, a The bearing capacity test for the soil can be waived or not needed if the city inspector does agree with this request for the above referenced project. The building design was mainly controlled by wind uplift rather than gravity loads. Please.call for any Respectfull ; Muhammad N. Ah Principal Engineer PE 50944 co -.Woo ♦ i No 50944 :y #� t* STATE OF : Q O: . . . PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave Fort Pierce; -FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY T: ry __ will_be_usin -the followin _sub-contractozs_for the -mil 1�—�1=t1 L -g -_— g- —__ (Company/Individual Name) projectl2cated_at_� (Street address or Property Tax ID #) It is understood that if there.is any -change --of status_regarding.the.participarion 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 - ---StZucie County/ State of Florida License Number Electrical R Plumbing 7"-e--2V n, r 75 7 H C/ Mechanic Roofing Gas OFFICF, iJSF ONLY: PERMIT ISSUE DATE: yUMBER: 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: 12350 CRUSADER PL City/State/Zip: PORT ST LUCIE Parcel # : 4224-501-0044-00018 Zoning: AG-5 APPLICATION INFORMATION Permit Number: 1201-0102 Activity Type: New Permit Type: Building (Miscellaneous) Review Comments FL 34987 Jurisdiction: St. Lucie County Lot # : 44 Block: CONTRACTOR INFORMATION Contractor Name: DARMA SAINMERVIL Business Name: JM PROPERTIES OF WEST PALM BEACH INC Business Addr: 10606 VERSAILLES BLVD City / State / ZiI WELLINGTON , FL 3346 Page 1 Owner(s): Ernest E Leavitt Genia Silverberg Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? Fax Number 561-243-6979 REVIEWS AND COMMENTS Review Type Status Reviewed By Addressing Assignment Complete Lydia Galbraith Documents Missing Pending Date Started Date Complete Date Released 01 /25/2012 02/09/2012 1 Comment PLEASE PROVIDEA SUB AGREEMENT FOR ELECTRICALAND PLUMBING. THE SUB CONTRACTORS NEED TO BE LICENSED FOR THE ST LUCIE COUNTY. PLEASE PROVIDE SUB SUMMARY SHEET AS WELL. (SUB CONTRACTORS NEED TO BE ADDED TO CITY VIEW) Documents Missing Complete Dawn Milone 01/17/2012 01/25/2012 Documents Missing Complete Angela Huff 02/09/2012 r - v TRANSMISSION VERIFICATION REPORT TIME 02/09/2012 16:32 NAME ST LUCIE COUNTY FAX 7724621148 TEL 7724621148 SER.# BROL2J853898 DATE DIME 02/09 16:31 FAX NO./NAME 915612436979 DURATION 00:01:00 PAGE(S) 02 RESULT OK MODE STANDARD ECM Ferrmj 17-01_ow ® PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 019 State of Florida Certification Number (If applicable): have agreed to be the. (Company Name/Individual Name) f10, C t 1. C d l sub -contractor for J-M P r o n'r f i e S. (Type of Trade) (Primary Cont actor) for the project located at ?.135G r N 54et' fj/dc e (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 shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE PRINT NAME DATE Business Name: F I :ti 14 �• Address: P. U® ®K 12 9,55' a City/State/Zip: Fd it t i" J e��rce , FL 5q /p z? Phone: % % 2. �� 9 O .. email: OFFICE USE ONLY: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT - SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: J©/ e9 State of Florida Certification Number (If applicable): ��/ e7�� 4'o SZ',4 -Lf e . have agreed to be the (Company ame/Individu Name) k// 1 , r sub -contractor for J Pq (Type of T ade) (Primary Contr ctor) for the project located at f `LL �I'�5����- 1D(c?ic P (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 shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED 0 eH� wP PRINT NAME DATE Business Name: �_,. ,®„�J,C !� 1 c�,, ., �, �, o .f A G Address: 9 // e L-.6 & City/State/Zip: J e c-e . Phone: 6 g A0- email: OFFICE USE ONLY: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BPERMIT l � SUB-CONTRACTTRACT OR AGREEMENT �201 y 1 St. Lucie County Contractor Certification Number: 3VR State of Florida Certification Number (If applicable): aool'w a �di�l (-�hkl*yj �J �T�LICr `L/lf� have agreed to be the (Company Name/Individual Name) ,�- CC.J)L sub -contractor for (Type of Trade) (Primary Contractor) for the project located at /oZ � ��� S A� I, JOFZ (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 shown on the Contractor's License) _ ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: /1Ti Ti IC+T 7TQ11 C%NT .V- V.W .W L' V/J-• vi�a�i PERMIT # ISSUE DATE /;0/- Gio S 3( 12 7� y t r�J Lydia Galbraith From: Amy Griffin Sent: Tuesday, January 17, 2012 2:09 PM To: Lydia Galbraith Cc: Barbara Humer; Jennifer L. Evans Subject: VP 20110826B (BP 1201-0102 Lydia, Please consider this email ERD's approval of the release of the vegetation removal permit prior to the release of the building permit. It continues to be ERD's policy to require BP's prior to VP's but this policy may be waived on a case - by -case basis (as in this instance). It is also my understanding that the fee is $50 (not $55). Please let me know if you have any questions. Thanks! Amy Griffin Environmental Re-mlations and Lands Division Manager St Lucie County Environmental Resources Department Office (772) 462--2531 Fax (772) 462-1684 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. 0 �v NOTICE OF VEGETATION REMOVAL PERMIT LHIV LJ' 4LCH1[11Y�T:� h� � V Permit#: 20110826B (Expanded) Fee: .M Date Issued: 1/17/12 Property Owner: Ernest Leavitt Date Expires: Upon completion of work, or 1/17/13, whichever occurs first. Contractor CKC Inc Parcel Project Location: -..Lot 44.of.Treasure Coast Airport -Park., Property Size:.", 2:57acres Project Des 60tion Applicant re_q tswegetation :removal for construction`ofzan airplane hanger (Building Permit # TBD) a r Field Notes. = ry f S 1. HABITAT y a ` >;Uplands ` Pme flatwoods „ b Wetlands None ;observed Confirmed with SFWMD° 2. WILDNone'`observe LIFE d 3. SIGNIFICANTARCHAEOLOGICAL` OR�HISTORIC FINDINGS': one. identified. Mitigation. Mitigation is required for removal of four slash pines meeting the mitigaiton threshold totalling 64 inches. Therefore, 128 inches of mitigation is required and has been provided through preservation of the front half of the site. Permit #2011082613 Authorizes the following: According to St. Lucie County Land Development Regulations (Chapter 6.00.04) this project qualifies for a Vegetation Removal Permit. The following vegetation has been identified for removal: 1. Clearing of native and non-native canopy and understory within the area depicted on the attached exhibit (180 feet from the rear property line). This includes removal of four slash pines (diameters at breast height: 15", 15", 16", 18") which meet the mitigation thresholds outlined in LDC 6.00.05.D. Pre -Clearing Requirements: Prior to initiation of site clearing activities, the applicant shall arrange for ERD to inspect the vegetation protection barricades; clearing activities shall not initiate until barricades have been inspected and approved by ERD. Specific Permit Conditions: The property has pine flatwoods habitat not authorized for removal. Areas outside of the development footprint shall be considered preservation/protection areas (Land Development Code Section 6.00.05.A.2). A conspicuous protective barrier shall be placed and maintained around the perimeter of protected area(s) of vegetation to form a continuous boundary as specified in the General Conditions of Issuance section. General Conditions of Issuance: • The following minimum standards for vegetation protection shall be applied to areas of vegetation designated to be preserved: ■ At a minimum distance of either ten (10) feet from the edge of groups of protected vegetation or from the radius of the dripline from all protected trees, whichever is greater; ■ Protective barriers or protective designations shall remain in place until removal is authorized by SLC ERD, or until issuance of a certificate of occupancy; ■ . -In. the event that; any protective barriers are removed or altered and clearing activities are conducted within an area identified for preserve, SLC ERD is authorized to direct that all land clearing and site alteration work at the site be stopped until the barriers are restored and any necessary corrective actions taken to repair or replant any vegetation removed or damaged°as a result of tfese-encroachments: T_= • The preserve. areas and tree preservation areas shall be- .maintained in their natural state, so as not to alter the water and oxygen content- of the soil and impair Jts,function; • No grade changes or excavation,. of any'sort may be made within the barricaded. areas; • If any excavation or other activities are., `expected outside; of the preserve area or dripline, the roots should first be pruned ,(to•the depth of'required excavation) to sever ft em`de'anly;. • If underground.=utilities must be routed; through a; protected. root zone area, tunneling' under the roots shall be Irequired; • tsofthe dripline of all preserve areas irrigation -uemsb and protected trees;; • No fill material;,: construction material; concrete,: paint; `chemicals;' br; other. foreign materials shall be stored, deposited or disposed of within a vegetation preservation area; • No sign s;= permits,- wires;° or other - attachmentsF shall be'-afrixed' or : attached- to ' protected vegetation; • No. equipment, including passenger vehicles, shall be driven, parked, or stored or repaired within designated vegetation preservation areas. PLEASE BE ADVISED THAT ANY NATIVE VEGETATION DESTROYED OR DAMAGED OUTSIDE OF THE LIMITS OF CLEARING DUE TO CONSTRUCTION ACTIVITIES OR FILL PLACEMENT SHALL BE MITIGATED AT A RATIO OF 4:1 (4 INCHES OF REPLANTING FOR EACH INCH DESTROYED OR DAMAGED). Post Clearing Requirements: 1. Mitigation: Mitigation requirements are to be met through onsite preservation of 64 inches. 2. Landscaping: The landscape requirements of one native tree per 2,500 square feet of property, up to a maximum of 17 trees, must be met. As this property is 2.57 acres, 17 trees (measuring 2.5" diameter at breast height (DBH) & 12' HT), or a total of 42.5" DBH of trees. Since this property contains well over this amount of inches of native trees, this requirement can be met by preserving remaining trees onsite. Please note that landscaping requirements are separate from, and in addition to, tree mitigation requirements. PLEASE NOTE: • THIS IS NOT AN AUTHORIZATION TO PLACE FILL ON OR RE -GRADE PROPERTY. • PLEASE CONTACT A PROFESSIONAL SURVEYOR TO DETERMINE IF YOUR PROPERTY IS AFFECTED BY OR LIES WITHIN A FLOODPLAIN. • THE APPLICANT SHALL KEEP .THIS EXEMPTION POSTED ON -SITE AT ALL TIMES DURING LAND CLEARING. • THE PROPERTY OWNER AND/OR AGENT SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE STATE AND/OR FEDERAL PERMITS. Lyw( %Ylffeweal Peafflml° tklrfft�el Lam? Jl-, . .4, �JD V--n-4 315 40 60 pLao�-st.,oft(F C-*rf5'7- L-,o-r 4-L( m 50-77z —130 90 15- -------- ----------- 355 ISO R45 Lydia Galbraith From: Amy Griffin Sent: Tuesday, January 17, 2012 2:09 PM To: Lydia Galbraith Cc: Barbara Humer; Jennifer L. Evans Subject: VP 20110826E (BP 1201-0102 Lydia, Please consider this email ERD's approval of the release of the vegetation removal permit prior to the release of the building permit. It continues to be ERD's policy to require BP's prior to VP's but this policy may be waived on a case - by -case basis (as in this instance). It is also my understanding that the fee is $50 (not $55). Please let me know if you have any questions. Thanks! Amy Griffin Environmental Regulations and Lands Division Manager St Lucie County Ens; ironnental Resouarc:es Department Office (772) 462-2531 Fax (772) 4,62-1b84- 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 5t. 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. M iscel laneous--Trees Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 Date: 18 January 2012 Received By: Dawn Milone Paid By: ERNEST LEAVITT Issued To: ERNEST LEAVITT Address: LOT 44 OF TREASURE COAST AIf City: Credit Card Surcharge 4% Receipt # M201200068 Amount: $57.20 Paid With: Mastercard Credit Card Number: XXXXXXXXXXXXX9516 Check Number: 5T LUGH " .. __- - 2300 UIROIIIIA AUE FORT PIERCE, FL 34982 TERMINAL ID. 003053840 MERCHANT #: 425162444995 MC #xxxxxxxxxxxx9516 SALE BATCH: 000297 INVOICE! 000068 DATE; JAH 18, 12 TIME; 09M 8Q: B01 AUTH H0; 66430P CC, M TOTAL $57.20 BOARD OF COUNTY COMMISSIONERS PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6448 PHONE #: (772) 462-1553 DATE: 1 12w a NO. OF PAGES INCL. COVER: TO: ATTN: SENDER: Lydia Galbraith RE: 1 101 — 0IO2 PHONE #: 462-1SSS r 1c� 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: 12350 CRUSADER PL City/State/Zip: PORT ST LUCIE Parcel#: 4224-501-0044-000/8 Zoning: AG-5 Review Comments FL 34987 Jurisdiction: St. Lucie County Lot # : 44 Block: APPLICATION INFORMATION Permit Number: 1201-0102 Activity Type: New Permit Type: Building (Miscellaneous) CONTRACTOR INFORMATION Contractor Name: DARMA SAINMERVIL Business Name: JM PROPERTIES OF WEST PALM BEACH INC Business Addr: 10606 VERSAILLES BLVD City / State / Zil WELLINGTON , FL 3346 Page 1 Owner(s): Ernest E Leavitt Genia Silverberg Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? Fax Number 561-243-6979 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Complete Date Released Addressing Assignment Complete Lydia Galbraith 01/25/2012 Documents Missing Complete Dawn Milone 01/17/2012 01/25/2012 Documents Missing Pending Angela Huff Front Counter Review Complete Angela Huff 01/13/2012 To Be Reviewed by Zoning Complete 01/25/2012 To Be Review by Plans Exar Pending Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Zoning Review Incomplete Review Comments Lydia Galbraith 01/24/2012 Page 2 01/25/2012 1 Comment PLEASE PROVIDE A SUB AGREEMENT FOR ELECTRICALAND PLUMBING. THE SUB CONTRACTORS NEEDS TO BE LICENSED FOR THE ST LUCIE COUNTY. PLEASE PROVIDE SUB SUMMARY SHEET AS WELL. 01/26/2012 2 Comment PLEASE BE AWARE THATABOVE COMMENTS ONLY REFLECT THE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. TRANSMISSION VERIFICATION REPORT TIME 01/24/2012 11:21 NAME SLC CODE COMP FAX 7724626448 TEL 7724622963 SER.# BROE5J278861 DATE DIME 01/24 11:20 FAX NO./NAME 915617924227 DURATION 00:00:44 PAGE(S) 03 RESULT OK MODE STANDARD PLANNING & DEVELOPMENT'g,,... •mommm .oi nn,.�.,r .,If I , h (i � . �:,!!�!J � S tnn........ idli?SI:QSI;QI. BOARD OF COUNTY COMMISSIONERSSERVICES DEPARTMENT a o BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6448 PHONE #: (772) 462-1553 DATE: I�a NO. OF PAGES INCL. COVER: TO: ATTN: SENDER: Lydia Galbraith Cd61M] RE' () i - 0 1 0 L.- PHONE #: 462-1555 kc1 Lydia Galbraith From: James D. Beams, Sr. Sent: Thursday, January 26, 2012 7:18 AM To: Lydia Galbraith Subject: RE: 4224-501-0044-000/8 Waldo Pepper Dr/ Crusader Pl. Treasure Coast Airpark Good morning, This area is private no driveway permit from us. From: Lydia Galbraith Sent: Wednesday, January 25, 2012 10:26 AM To: James D. Beams, Sr. Subject: 4224-501-0044-000/8 Waldo Pepper Dr/ Crusader PI. Treasure Coast Airpark Hi Jimmy, We have a permit in for a hangar at above address. It looks like he wants a driveway to Crusader PI. which is a paved Ingress and Egress Easement, 30' on his property and 30' at the neighbor property. Does he need a driveway permit? Thanks, t_i�d�a g ca�bYa�th Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772) 462-6448 Email: galbraithl cDstlucieco.orq 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. l�\ 2- 0or r December 5, 2011 ERNEST LEAVITT WALDO PEPPER ST PORT ST LUCIE, FL 34987 Florida Power& Light Company Re: LEAVITT RESIDENCE: PARCEL ID 422450100440008, ST LUCIE COUNTY To whom it may concern: This is to confirm that, at the present time, FPL has sufficient capacity to provide electric service to the above captioned property. This service will be furnished in accordance with applicable rates, rules and regulations. Please provide the final site plan, site survey and electrical load data as soon as possible so the necessary engineering can begin. Early contact with FPL is essential so that resources may be scheduled to facilitate availability of service when required. Sincerely, , Mike Campbe Associate Engineer an FPL Group Company JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3658168 OR F j 3349 PAGE 261, Recorded 12/20/2011, ' 01:08 PM AFrER RECORDINO-RETURN TO- F PERMIT NUMBER: 'f hie tiaarr F.�r,ctr•! for nr• info NOTICE OF COMMENCEMENT The undersigned hereby given notice 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:? :Mkip qj6w-p5 2. GENERAL DESCRIPTION OF IMPROVEMENT: E-�A-&r= f •& A) (-z---AV 3. OWNER INFORMATION: a. Name ytA a= it Err r b. Address LQ A -Lb D 4 A J>Al 1/G c interest in property d. Name and address of fee simple titleholder (if other than owner) a A) 5'� F! y fyz 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER:.7AI PA 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: OQ /gyp 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: � I,4� 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: _ I 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_. Signature of Owner or Owner's Authorized Off eer/Director/Partner/Manager Pvrint Na�jand Provide Signatory's Title/Office State of Florida�� County of The fo oing instrument was cknowledged before me this day of 20 By (��12Sk P0- jt + (Na of person) M I I (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For r CAA-/ ► t'1,N� j (Name of p4jy on behalf of whom instrument was executed) Personally Known_ or produced the following type of ID:ao -•+ ANGELAKLHUFF Afl'O11M1l6SION1EE0036311 EXPIRES: April t2,?015 (kntd NaiefNotary Public) (Signature of NoQiry Public) ;tirr ,' p,'r h. Borded ltuu Notpry PudlcUndonnRuls Under penalties of perjury, i declare that 1 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). Siguature(s) of Owner(s) or Owner(s)' Authorized OMeer/Director/Partner/Manager who signed above: By: By �/�/�{ 5 ( L tZ 4 U Rev. WAN10D't(Rewdie8) STATE OF FLORIDA ST. LUCIE COUNTY THIS I5 TO C! RTIFY THAT THIS IS j al By Dal 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, &L'c- (Parcel Id#/Legal description/Address) 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. (lNr�S V Property Owner Name (Please Print) Prop& ty Owner Si ature Date STATE OF FLORIDA, COUNTY OF � • / (j ACKNOWLEDGED BEFORE ME THIS vim/ DAY OF G 20 I� , BY i l�r WHO IS PERSONALLY KNOWN TOME OR WHO HAS PRODUCED • da.. AS IDENTIFICATION. SIGNATURE OTARY PUBLIC E OR PRINT NOTARY/� COMMISSION NUMBER (SEAL) AUDREY & HUMPHREY *; MY COMMISSION # EE 061159 roce EXPIRES: March 6, 2015 SLCPDSD Revised 08/24/2010 of y° Bonded Thru Notary Public Undunvri!ers (k Property Appraiser - St.Lucie County, FL Page 1 of 1 PROPERTY RECORD CARD Ernest E Leavitt Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification �\)UCIECpG Site Address: WALDO PEPPER DR ParcellD: 4224-501-0044-000-8 Sec/Town/Range: 24:37S:38E Map ID: 42/23X Account* 125808 Land Use: Vac Res Zoning: AG-5 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Ernest E Leavitt Genia Silverberg TREASURE COAST AIRPARK LOT 44 (2.57 AC) (OR 1713-2047) Address: 739 NW 83rd or Coral Springs FL 33071 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 85100 Land Value: 85100 Acres: 2.57 4/10/2003 85000 00 WD 1713 / 2047 Assessed: 85100 Building Value: 0 10/9/1997 23200 00 WD 1114 / 2932 Ag.Credit: 0 Finished Area: 0 SgFt Exempt: Taxable: Taxes: 1714.1 BUILDING INFORMATION Na Sketch Available No Image Available Exterior Features View: RoofCover: - RoofStruct: - ExtType: - YearBlt: Frame: - Grade: - EffYrBlt: PrimeWall: - StoryHght: No.Units: SecWall: - Interior Features BedRooms: Electric: - PrmintWall: - FullBath: HeatType: - AvgHUFI: 1/213ath: HeatFuel: - Prm.Flors: - %A/C: %Heated: %Sprinkled: Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 1 0000-Vac Res 580 -Acres 2.43 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/pre.asp?prelid=422450100440008 12/20/2011 z MIAMI•UADE _ L'.� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION u NOTICE OF ACCEPTANCE (NOA Daybar Industries Limited 50 West Drive, Brampton, Ontario, Canada L6T 2J4 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET; SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 2908 www.miamidade.gov/bui ldingcode F a ;W ILE uOPY SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in. Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ- (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code, This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "LS-18" Outswing Commercial Steel (Galvauneal or Stainless) Doors w/ 16 ga Frames & w/wo Panic Exit Device-LM Impact APPROVAL DOCUMENT: Drawing No "09-030", titled "Double & Single LS18 Outswing Commercial Galvanneal or Stainless Steel Doors w/ Series"AS"16 ga Steel frames", sheets 1 through 3, 3A and 4 thru 19 of 19 prepared by Tilteco Inc, dated MAR 17, 2009, signed and sealed by Walter A. Tillit Jr. , P. E., bearing the Miami - Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Glazed vision liter are limited per sheet 8. 2. Min edge distance required for ITW 3/16" Tapeon (item #22) is 2-5/8" and for Power 5/16-18 caulk -in anchor is 3-3/4". LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 09-0323.21(06-0117.01) consists of this page 1 and evidences page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 10-0217.05 Expiration Date: April 07, 2015 MIAMI•DADECOUNTY Approval Date: May 05, 2010 ' Page 1 \\0 Daybar Industries Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file,# 09-0323.21) 1. Manufacturer's parts and sections drawings (transferred from file # 05-0620.06) 2. Drawing No "09-030", titled "Double & Single LS 18 Outswing Commercial Galvanneal or Stainless Steel Doors w/ Series"AS"16 ga Steel frames", sheets 1 through 3, 3A and 4 thru 19 of 19 prepared by Tilteco Inc, dated MAR 17, 2009, signed and sealed by Walter A. Tillit Jr., P. E. B. TESTS (transferred from file # 09-0323.21) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 (except sp# 7 louver) 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistant Test, per FBC, TAS 202-94 (except sp# 7 louver) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by Hurricane Testing Laboratory, LLC, Test Report No. HTL-0279-0719-03 dated 07-16 thru 08-18-2003 for specimen 1, 2, 3, 7 & 7 EMB, signed and sealed by Vinu J. Abraham, P.E. Note: The above test report has been revised with addendum letters dated Dec 16, 2004 and a revised marked -up drawing issued on 12-15-2004 by Hurricane Testing Lab, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS: (transferred from file # 09-0323.21) 1. Anchor Verification Calculations, complying w/ FBC-2007, dated 03/17/09, prepared, signed and sealed by Walter A. Tillit Jr., P. E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (transferred from file # 05-0620.06) 1. Tensile Test report No. Job# 0279-0719-03, dated March 02, 2004, issued by Q C Metallurgical, Inc, per ASTME-8, signed & sealed by Frank E. Grate, P.E. 2. Notice of Acceptance No. 07-1107.08 issued to Dyplast Product, LLC (Former Apache Products Co.) for "EPS-Expanded Polystyrene Insulation", expiring on 01/11/12. 3. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastic (Former G.E. Plastic) for "Lexan Sheet Product", expiring on 07/17/2013. F. STATEMENTS (transferred fiom file # 09-0323.21) 1. Statement letter of compliance to FBC-2007 and "No financial interest, both dated April 29, 2009, signed by Walter A. Tillit Jr., P. E. 2. Facsimile correspondence dtd Nov. 14, 2005 from DAYBAR, requesting substitution of Stainless Steel in lieu of Galvanneal Steel & BCCO response dated 11/23/05. 3. Statement letter of compliance issued by Hurricane Testing Laboratory LLC., as part of above referenced test report. G. OTHER 1. This NOA renews NOA # 09-0323.21(06-0117.01), expiring April 07, 2010. 2. Material properties data sheet of AISI 304 Stainless Steel, 2. Manufacturer/Distributor agreement between Daybar Industries Ltd. & Daybar " Southeast Service Centre, signed by respective officials (original in file #04-0818.02). k I . tA� shaq I. Chanda, P.E. ` Product Control Examiner NOA No 10-0217.05 Expiration Date: April 07, 2015 Approval Date: May 05, 2010 E-1 SHEETS CONTENT: SHEET #1 INDEX, COVER SHEET & GENERAL NOTES SHEET #2 ASSEMBLY ELEVATIONS No 1, 2, 3. SHEET #3 ASSEMBLY ELEVATIONS No 7, 7—EMB. SHEET #3A MAX. DESIGN PRESSURE RATING (psf.) SCHEDULE. SHEET #4 OPTIONAL EMBOSSED DOOR SHEET CONFIGURATIONS. SHEET #5 HORIZONTAL SECTIONS A —A & B—B. SHEET #6 HORIZONTAL SECTIONS C—C & C'—C'. SHEET #7 VERTICAL SECTIONS D—D, E, F, G, H, I AND HORIZONTAL SECTION J—J SHEET #8 DAYBAR & AIR LOUVERS VISION LITE DETAILS. SHEET #9 FRAME SECTIONS, & REINFORCINGS DETAILS AND THRESHOLD DETAIL SHEET #10 TYPICAL DOOR SECTION, "Z" ASTRAGAL & ASA STRIKE REINFORCING SHEET #11 MULLION INSTALLATION DETAILS. SHEET #12 SURFACE BOLT INSTALLATION AND DETAILS. SHEET #13 DOOR TOP AND BOTTOM TYPICAL END CHANNEL DETAIL. DOOR SURFACE CLOSER REINFORCEMENT DETAIL. DOOR SURFACE CLOSER AND END CHANNEL ASSEMBLY. SHEET #14 DOOR SNAP IN TOP CAP DETAILS. SHEET #15 HINGE BAR REINFORCING FOR DOOR. ANSI #A115.1 #86 MORTISE LOCK/RIM PANIC REINFORCING DOOR SURFACE BOLT REINFORCING DETAIL. SHEET #16 #161 CYLINDRICAL LOCK AND DEAD BOLT REINFORCEMENT DETAIL. SHEET #17 ANCHOR DETAILS. SHEET #18 ANCHOR SCHEDULE. WIRE ANCHOR DETAIL. 2 PIECE COMBINATION STUD ANCHOR DETAIL. EMA BUTTERFLY ANCHOR DETAIL. SHEET #19 BILL OF MATERIALS. GENERAL _NOTES AND SPECIFICATIONS: 1. SHOWNBON THISGLE PRODUCT AP ROVAL DOCUMENT (P.DA UD.)WINGCOMMERCIAL STEEL DOOR W/SERIES S BEEN VERIFIED OR CODE COMPLIANCE "AS" N FRAME, ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. THIS DOORS ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203 AS PER HTL LAB REPORT #0279-0719-03 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING CODE. 2. ALL COMPONENTS SHALL BE AS SPECIFIED ON APPLICABLE DETAIL SHEETS AND AT BILL OF MATERIALS (SHEET 19) OF THIS DRAWING. 3. COMPLIANCE OF EGRESS / ESCAPE REQUIREMENTS OF THESE DOORS PER FBC TO BE DETERMINED BY BUILDING OFFICIALS ON A CASE —BY —CASE BASIS. 4. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD POINT AND 90 ksi TENSILE STRENGTH. 5. ALL WELDING TO CONFORM W/AMERICAN WELDING SOCIETY A.W.S. D.1.3 AND D-19.0 REGULATIONS WITH E60XX ELECTRODES, FOR GALVANNEAL MATERIAL, AND W/AMERICAN WELDING SOCIETY A.W.S. D.1.6 REGULATIONS W/ E-308 ELECTRODES (FU=80k.9.1.) FOR STAINLESS STEEL MATERIAL 6. ALL ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRUCTURE SHALL BE AS SPECIFIED ON SHEET 17 OF THIS DRAWING. MAXIMUM ANCHORS SPACINGS SHALL BE AS PER SCHEDULE ON SHEET 18 AND ELEVATIONS ON SHEETS 2 & 3 OF THIS DRAWING. SEE SHEET 2, 3 & 7 FOR THRESHOLD ANCHORS, AND SHEET 11 FOR MULLION ANCHORS, 7. PROVIDE MAX. LOAD BEARING SHIM SPACE AS INDICATED ON SHEETS 5, 6, 7 & 17 OF 19. B. THIS DOOR WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE. 9. THESE DOOR ASSEMBLIES ARE APPROVED FOR WATER AND AIR INFILTRATION AS PER TESTING INDICATED ON NOTE 1, AND SHALL BE LIMITED TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 3 & 3A. 10. PROVIDE SPECIFIED SEALANT AT ALL DOOR FRAME, THRESHOLD AND VISION LTTE COMPONENTS INDICATED ON THIS DRAWING. 11. (a) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: I.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTORS RESPONSIBILITY. (c) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL PAD SHALL BEAR THE DATE, SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, 12. DOOR'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION . PRODUCTREVISED ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: 01 Om,F1��'dt the Florldd d DAYBAR INDUSTRIES LTD PRODUCT RENEWED ma �q 03 1235 AEROWOOD DRIVE, MISSISSAUGA •acrmplylrv,I1b the Florida Acmprance Na ON L4W 1B9, CANADA. RddirgCoa- amia6an� Zpb MIAMI—DADE COUNTY PRODUCT CONTROL APPROVED. A-rPt-- Nc 1 Expiwio. Date) ` �Y �S � � - • S_t Miemi Dad Pmdact Control 4K G Divisor Miami Dad cecw LORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) I nE7Aa tun G tIDE 1 D� 1 cETAn usn pE,lia nen 1 � fA i3OC �IGO' MAX. FRAME VIpTH 48' !IAX, phi VIDTM /R' NA%, OOOR VIOTM 2 2 8 26 8 a 1 1 e 18 19 s 6 O(fli EOfi ECf10N sQ oErAat cno } � mr� Ern�Aatisn"o 4 2 I z m � 11 Il 2 � Is w � e TYP. � �2MAX.MAX. Z75� INAL Z' 75 I NAIC� DJ A B 0 10. MC MAX. F� lA oErAa t,va 100' MAX. FRAXE 4B' 1!A%, pp(IIt MOTH VIpTH 4p• MAX ODOR MOTH 2 26 8 19 2 26+♦�B 2 1 2 8 8 l 8'a 19 o� 21 21 8 2 3YP. en� I—°6—{—.,I".—#—°:-1—FF—�a•6�..1a Io;,—I e75 111 2.71 j G _! DESIGN PRESSURE RATINGS (OUTSWING SINGLE 6 DOUBLE DOORS W/ VON DUPRIN RIM PANIC DEVICES) DESIGN PRESSURE RATINGS POSITIVE +70 PSF (OUTSWING SINGLE DOOR W/ TWO SURFACE BOLTS NEGATIVE —65 PSF 6 DOUBLE DOORS V/ FOUR SURFACE BOLTS) POSITIVE +65 PSF NEGATIVE —65 P.SF ASSEMBLY ELEVATIONS # 1, 2 & 3 SEE SECTI❑NS ON SHEETS 5, 6 & 7 - SEE SHEET 3A FOR MAXIMUM DESIGN PRESSURE RATING SCHEDULE FOR ASSEMBLY C❑MBINATI❑NS. MAR 17 K 9 07 or DCTX6 M6n 1 El EA tOK OR, 100' MAX FRAME VIO7H w DO@i VmTM 48' MAX. DmR WMTM 2 2 6 2 2 1 19 21 21 � o 18 ® rl 19 3 � �® � 2 17 E73 US GG 0 or 9A C or C' !10. EX. MAX. ?I to FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) e 7 C 40 3/8' MAX. FRAME WIDTH DETAIL M16/9 H 9C 40 3/8' MAX. FRAME VI➢TH EA. SIDE �36' MAX DOOR VI➢TH DETAIL 016/9 36' MAX. DOOR VIDTH 9C 12' MAX 1 EA. SI➢E 12' MAX 1 N N Q N O= QQ 2 x 9C 1 Q W W O= W= 9C N a 1 ® OR 9® LITES ARE PERMITTED x 1 1 r OVDED THATMLIOTE SDMOUNINGDOORS RFFLAINGE MUST HAVE FULL W= �= OR ION OFFLUSH DO DOOR VITH FLAT P 19 or 19A I W u SKIN. SEE DETAILS ON SHEET 8/19 x •� _ W P 6 ~ 6 I 7'K I X W N N W w W 22' o= 2 F. w 1 w W IRx W y u N 2 2 N S = W w Z c ¢ o 4 14 4 Q x Ia = W= _ of X W _ m W$ m 13 4 ¢¢N m m W= 2 N m N WS 9B N OS �® N J Q P 6 W= W= Oz W= N " W ~ PRODUCT RENEWED ploride 3 4 10 17 x Bu!dingCodc n TYP. ox m 3 ®10 © _¢ Acceptanc[Nola- J Et plen8oa W ` TYP. W By SLw 1K�- Z. j - 162 8 10 O.C. MAX. I 10'16 I � 2 8 10' O.C. MA% 2.75'—0—10. 0 MA .tMAX. 2.75' 2.75' MAX HAX.MAX'. hielao �[ eodoct Cootrd ➢ESIGN PRESSURE RATINGS (OUTSWING SINGLE DOORS WITHOUT SURFACE BOLTS) POSITIVE +65 PSF NEGATIVE -53.3 PSF ASSEMBLY ELEVATIONS 47 7-EMB SEE SECTI❑NS ON SHEET 7 — SEE SHEET 3A FOR MAXIMUM DESIGN PRESSURE RATING SCHEDULE FOR ASSEMBLY C❑MBINATI❑NS. WR 17 1t 99 PRODUCT REVISED ' co 111g lilh ]he Florida Bwlding Code ACE BOLTS) Ac¢planceNo� -0323.2/ ExPimlian Dore PSF PSF f o By 4+ �• L�a zJ� Mi'uO' Onde oduu Control IIivisi-n FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) DESIGN PRESSURE RATINGS (DUTSVING SINGLE DOORS WITHOUT SURF POSITIVE +65 NEGATIVE -53.3 L MAX, DESIGN PRESSURE RATING (psfr) SCHEDULE FOR INSTALLATI❑NS C❑MBINING ASSEMBLIES #1 THRU #7-EMB BETWEEN EACH ❑THER"F❑R A GIVEN ANCHOR JAMB TYPE ITEM (SEE ANCHOR SPECIFICATIONS AT JAMBS )K ASSEMBLY #1 ASSEMBLY #2 ASSEMBLY #3 ASSEMBLY #7 ASSEMBLY #7-EMB SHEET 19) (SEE SHEET 2) (SEE SHEET 2) (SEE SHEET 2) (SEE SHEET 3) (SEE SHEET 3) 6 0.157" DIA.x9 1/2" LONG WIRE ANCHOR (SEE DETAIL 21/17) +70, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.3 7 2 PIECE COMBINATION STUD ANCHOR (SEE DETAIL 20/17) +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.3 8 EXISTING MASONRY ANCHOR & E.M.A. (SEE DETAIL 22/17) +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.3 9 EXISTING WOOD BUCK ANCHOR W/WOOD SCREW LAG BOLT & E.M.A. (SEE DETAIL 22A/17) +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.3 9A EXISTING WOOD BUCK ANCHOR W/ STEEL CARRIAGE BOLT & E.M.A. (SEE DETAIL 22B/17) +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.3 9B CHANNEL IRON THROUGH BOLTING W/3/8" x 3 1/2" STEEL FLAT HEAD MACHINE SCREW & E.M.A, (SEE DETAIL 23A/17) +65, -53.3 +65, -53.3 +65, -53.3 +65, -53.3 +65, -53.3 9C CHANNEL IRON W/3/8" STITCH WELD (SEE DETAIL 23B/17) +65, -53.3 +65, -53.3 +65, -53.3 +65, -53.3 +65, -53.3 * NOTES ON FRAM HEAD REQUIREMENTS 1. FOR SINGLE & DOUBLE DOORS INSTALLED AT WOOD FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY RETAINED BY EXISTING BUILDINGS WOOD HEADER FOLLOWING DETAILS AS PER SECTION E, SHEET 7. 2. FOR SINGLE & DOUBLE DOORS INSTALLED AT STEEL FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY WELDED TO EXISTING BUILDINGS STEEL FRAME HEADER FOLLOWING DETAILS AS PER SECTION H, SHEET 7 & DETAIL 23B ON SHEET 17. 3. FOR SINGLE & DOUBLE DOORS INSTALLED AT CONCRETE /MASONRY BUILDINGS, DOOR HEADS NEED NOT BE ATTACHED TO EXISTING BUILDINGS HEADER. APPLICABLE TO SECTIONS D & F, SHEET 7, PAR 17 2,157 pRODUCf RENEWED as complying with the F OMA tmtdiag coda Acceptance Na '021•0Jr Expiration Dats:4 sy 1 k4 mad Dade ast Cantu Dhi&c PRODUCE REVISED as complying with the Florida Duilding Coda Accapt-" No 73. Z/ Expiation Doe '' tt O(O Miami Dada =Contol M-i• n, FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) t MAX. DOOR WIDTH MAX. DOOR WIDTH (SEE SHEETS (2 & 3) 230 MAX, DOOR WIDTH MAX, DOOR WIDTH (SEE SHEETS (2 & 3) 40 r- I F4 (SEE SHEETS (2 & 3) (SEE SHEETS (2 & 3) R10,875 13,0 E: L 1.969 L:) °� O'20 37,125 L3 °� _ ® ® 13.0 =y 45,048,0 =N =NLJ W_ N 0 ow aw oLd 3,510 Ay �, ° ? 6.500 QN oW 13.0 LLJ ® Ia fLi4,5 f ti 21.500 N 15,750 20.250 x¢ W ® ® 13.0 ® ® 13.0 � � f v ® ® 13.0 9.0 9,0 L 9.0 ++ L 9.0 17.5 5.0 -I I- 5.0 23.0 -I 9,0 �-{ 9.0 L MAX. DOOR WIDTH MAX, DOOR WIDTH 5.0- II (SEE SHEETS (2 & 3) 1937 TI (SEE SHEETS (2 & 3) MAX. DOOR WIDTH MAX, DOOR WIDTH �250 (SEE SHEETS (2 & 3) (SEE SHEETS (2 & 3) 8.562 ®1 0 OI� R30,195 � _ 13.0 _ k ® 8,062 15�9 I-m 1 ~� On F-M O2.©a �1.937 Iz =,d 4.5 Qa 37.0 tj _ ru 25.5 = � all 13.0 i N 19,562 o w �,� �� o W 4.5 o w 1,937 65,0 95.500 A 0 6,5 A N all 13,0 - y I 6,500 xW XW xW 34.562 fv 21.5 Ev ® ® 45 �v 21,5 13,0. e CFREVISED lyiGfl w11h Ike Florid Code4.5 ,,.of^6325 Z/ II— T cagaar-Dare �n ! 15.5 H950 j9,0 9,OL J9,0� � o0 �� II 5.0 23 ❑PTIONAL EMBOSSED DOOR SLAB SHEET CONFIGURATIONS FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) pR9DBLTRMVMTD ®rau nLm u+c 1°a"m°r1 DOUBLE h SINGLE SERIES L"B OUTSWING COMMERCIAL DRAWN BY: NOTE, GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIE SED DOORS PERMITTED IN S 'AS EMBOSeammplyingwNhHFCaide B1".p Code i6 GAGE GALVANNEAL OR STAINLESS STEEL FRAME LC. SINGLES & PAIRS LIMITED TO DESIGN Aarpdece NolO-0 I -.OS FLUSH, EMBOSSED x GLAZED ASSEMBLIES - LM. �pinOGe DaOe ILECO INe. DAYBAR INDUSTRIES LTD 3/11/09 PRESSURES NOTED FOR EACH ASSEMBLY 1235 AFIMWMD DM DATE III - mur TESTING & ENGINEERING COMPANr' u ms .&w 6 MW. J!M K Sh JM WA'Y61 GMYNS h JJIE! LAW 1BY, LINIGA Bperl ettCaohd L —7 �+..+ fJOT)an-r..m : ry�J/r7r-tsTr awxJrATTO: 90 09-030 II: 0006719 T!L• aG! eL1-!oW FA%: BfU' fi]!-4]G{ DRAWING Na �We a R A. TIL6719 o�mcx w [ mo r v wrt ! , ;� WALORI A 77 / Jr. P.E. Itil 1" 17 2�J fLORfM !!c / 4{7[i7 ter~ Gfo ao-tto/If/oa SHEET 4 OF 19 U 5A W/ DOUBLE ROW OF # xl/2' SMS SCREWS Ll' FROM EACH END AND 4' D.C. m el 6 (SEE DETAIL 21/17) 0.125' MAX. DOOR WIDTH 1/8' MAX. SHIM 5A W/ DOUBLE ROW OF #Sxl/2' SMS SCREWS el' FROM EACH END AND 4' O.C. (SEE DETAIL 22/17) ?5' 48' MAX, DOOR WIDTH NOTCH THRESHOLD EA. SIDE TO 15 SEE SHEET 11 SUIT JAMBS, SEAL JOINT WITH 11 ©9 GE SILICONE II CLEAR SEALANT O ® W/ ® INTERI❑R 16 SURFACE WEATHER STRIPAPPLIED -- u 7- 0.125 EXTERI❑R 0.125' n 48' MAX, DOOR WIDTH 100' MAX. FRAME WIDTH SECTI❑N A -A SCALE, 3/16'=1' NOTCH THRESHOLD EA, SIDE TO INTERI ❑ R SUIT JAMBS, SEAL JOINT WITH 2® GE SILICONE II CLEAR SEALANT r ® W/ ®A �© 2 (SEE SHEET 10) 16 SURFACE APPLIED / }O � WEATHER STRIP —:� / � EXTERI❑R o,Izs 48' MAX, DOOR WIDTH 100' MAX. FRAME WIDTH SECTI❑N B-B SCALE, 3/16'=1' 7 z 9 J 1 F' { 11 v PRODUCTRi!NEWED 2 wmply!ag wdh the Flarida / Ln Eu!d{ng Cale Acn•n!zaccNalD-02t 0Y6 EaplreL'oa DaL' Q— 1:7 0.125' ml Dcde act Coat M mA Divieiad PRODUCT REVISED m c mplying with the Florid Bmlding Code Acceptmtce N —0 3 23.2 i Enpimtim Mtc tot o ley Iis ek 1. l l.0 1� i de Coohol 1)41 FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) r+ f 1 in n m Ik xl/2' SM3 SCREWS @I' FROM EACH END AND 4' O.C. i ff � ill I N T E R I ❑ R © W/0 2© (SEE SHEET 10> 21 21 i NOTCH THRESHOLD EA, SIDE TO SUIT JAMBS, SEAL JOINT WITH GE SILICONE II CLEAR SEAL 29 ANT 16 SURFACE APPLIED WEATHER STRIP I (SEE SHEET 17) 1 O EXTERI❑R in in (SEE SHEET 17) 0.125' 0,125 0.125' 48' MAX. DOOR WIDTH 48' MAX. DOOR WIDTH 100' MAX. FRAME WIDTH SECTI❑N C—C 1/4' MAX. SCALE, 3/16'=l' SHIM 1/8' MAX, HIM7MSUIT NOTCH THRESHOLD EA. SIDE TO SA W/ DOUBLE REW OF JAMBS, SEAL JOINT WITH © GE SILICONE II CLEAR SEALANT ko EACH END ANDC4' OC,@1' FROM © W� ® INTERI❑R 16 SURFACE APPLIED 2© (SEE SHEET 10) WEATHER STRIP m21 ---- 21 EXTERI❑R � or A (SEE SHEET 17) 9Q o r A D.125' 0.12s 0,12s' L0 � 48' MAX. DOOR WIDTH 48' MAX, DOOR WIDTH rRo ULT RENEWED -+ (SEE SHEET 17) 100' MAX, FRAME WIDTH nplyingw ttr the Flmid� PRODUCT REVISGD ns comPlyin-W9111D lond� Duid ag Code l aeplance No lr�-n2l7.0 S DuOding Code Eapil-C—Dnle SECTI❑N C'—C'; SCALE, 3/16'=1' 2 a i O t _ lwami Miami Camud Di'i,lae bado act Cantral FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) L POURED MIN, 2-2'x4' S�A W/ DOUBLE ROW OF NOTCH THRESHOLD EA.SIDE TO 1— CONCRETE „ I WOOD PLATE #Uxl/2' SDS SCREWS @ 1' SUIT JAMBS, SEAL JOINT WITH REWD, U GE SILICONE II CLEAR SEALANT HEADER x 1/4' MAX, 1 ROM EACH END AND 4' O. C. 1 L SURFACE APPLIE Ql AT ASSEMBLY #1 f SHIM Q W/ 20 16 INTERIOR WEATHER STRIP D VkA 1/2' MIN, GYPSUM O n Q N WALL BOARD OR x o SA PLYWOOD SHEATHING (BEYOND) co � 5 � TDEMTAIL23B"/17 SEE MULLION 0 STRUCTURAL STEEL 9B DETAIL 23A/17 In INSTALLATION CHANNEL WITH 3/B' 0,125' 0,125' n� MIN, THICK WEB 36' MAX, DOOR WIDTH SHEET a_ 0 40' MAX. FRAME WIDTH = 0 ' STRUCTURAL STEEL CHANNEL L'i[�1BEYOND SECTION J-J MIN, 1/4' THICK W _ w Z STRUCTURAL MEMBER AT HEADER MUST HE DESIGNED TO SCALE, 3/16'=1' w CARRY 174 #/FT & BE REVIEWED BY BUILDING OFFICIAL POURED REQ'D.CONCRETE' REO'D, 11 CONTINUES SAME 2 + 20 x = AS SECTION IS f 2 (AT BOTTOM) SECTI❑N E 20 21 2+zo = 1 SCALE: 3/16'=1' a STRUCTURAL #10-24x1-1/2' ¢ X STEEL CHANNEL e HRU-BOLTS , a '" < w MIN. 1/4' THICK ■ .� DO 9C SEE w 16 >< w 16 \ o x D; DETAIL .. ¢ ., #10-24x1-1/2' w cn 23B/17 f w THRU-BOLTS 20 16 LOOR w 5A ®@ 10' ;: J POURED @ 10' POURED 21 LINE x ❑,C. MAX, CONCRETE F, MAX. CONCRETE w REQUIRED REQUIRED SECTION F K PRODUCTRM- SFD �+ PRODUCT REN �'p'apina8+++th D�P1,,._,:S E CT I❑N I 5mm'lyin¢w(lhihc FioFldl SECTION G d�,, „ �:;: POURED 3> 29 GE SILICONE II W Acccpte ,d 0323.2! An:pr =9N9! Al�OS C. MAX' CLEAR SEALANT Z Dme D3; 2010 CONCRETE - 7+wun ;NpI.NS.Daft L� REQ'D 2 0 M emr Da•_ Mio®1 Oadc an Canal SECTI❑N D—D °wisiaa Division SINGLE DOOR DOES NOT NEED MULLION. FLORIDA BUILDING CODE (HIGH VELOCRY HURRICANE ZONE) LATCH ONTO REINFORCED JAMB l ®moo 6 EC0 we (ENan G) DOUBLE & SINGLE SERIES L518 OUTSWING COMMERCIAL DRAWN er: 1 GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS CONTINUES SAME 16 CAGE GALVANNEAL OR STAINLESS STEEL FRAME Lc. SCALE- 3/16'=1' FLUSH, EMBOSSED & GLAZED ASSEMBLIES - L.M. AS SECTION I I L E C O INC. DAYBAR INDUSTRIES LTD 3/11/09 CAT BOTTOM) TILLfr TESTING & ENGINEERING COMPANY 1 DATE 6515NM. J6N SR m l0.1 w 9llLQ$ n Sl166 Law 196, F1Nr0a ryw,wn-rvc. r : (nVen-rvr wxwna6NLmu 09-030 SECTIONH ' = -- un6�9o9m.99m TEE• 905 670-6000 FAR- .5 Mt 10a DRAWING N9 _ E8-0006719 SCALE- 3/16'=1' Y r/ T1n WADER A nwr,l>. P.c an 9s 119 13/I95 2eu9 —_ FLORI01 U. / w1167 SHEET 7 DF 19 623 FF o .-I ON rl cT I- 1 P(�l I L 1.835 DETAIL D O.S. DIM 097 •623 .395 .623 097 00 N (� �DET. D1 N L0631.7 C 57 I.S. DIM CONT. GE SI CONE II CLEAR SEALANT ALL AROUND EXTERIOR Nlmg m 1/2" x 5/8" 20 GA. GALVANIZED COLD ROLLED STEEL GLASS STOP 1/2 x 5/8 20 GA. / GALVANIZED COLD ROLLEC STEEL GLAZING BEAD 3/8" GE LEXAN---// 30 995 DOW CORNING STRUCTURAL SILICONE SEALANT, ALL AROUND EACH SIDE 0. 4DR.046 DETAIL D DETAIL D1 20 GAGE EXTERIOR GE 3/8" THICk LEXAN SHEET 1.75 DOOR INTERIOR 5 82 7 5 MATERIAL SPECIFICATIONS: 20 GAGE CRS FRAME W/ A MINERAL BRONZE BAKED ON POWDER COAT, �N N N t 2g 19 1? 50 CONT. OOR GE 1/2" THICK GE SILICONE II � I I LEXAN SHEET CLEAR SEALANT ALL AROUN g EACH SIDE r'70 gO� I O`t Ln N �10U ^ ri 7' x 22' KIT - ELEVATI❑N13� INTERIOR '4 l 0 132 6 12 #8X7/8" F.H._/ 10 GE 1/2" THICK PHILLIPS r-41,t M I 6 SCREWS DoN I I I PER LITE DOOR CUTOUT SEE ELEVATION FOR 8 SCREWS PER LITE LEXAN SHEET HD S.M.S. @ PER KIT ELEVATION m 30 995 DOW_ DESIGN PRESSURE CORNING STRUCTURAL ON SHEET 2& 3 M N O I I SILICONE SEALANT, ALL AROUND EACH SIDE SEE ELEVATION FOR DESIGN PRESSURE 1 1 ON SHEET 2 & 3 VISI❑N LITE MANUFACTURED BY DAYBAR INDUSTRIES, LTD. 3/8' GE LEXAN GLAZING DETAIL 34 34 12' x 12' KIT - ELEVATI❑N (f9-! VLF-EZ-IG VISI❑N LITES 1/2' LEXAN GLAZED MANUFACTURED BY AIR LOUVERS, INC. Q 2MI mnm "IC (wGlxcDa"c) IL ECO INC. WALTER A RLUr ,p; P.E. FLIM/OI Uc. / 44167 N Lu fl63 06 EXTERIOR 1/2' GE LEXAN GLAZING DETAIL FRODUCT RENIEWEn av u,eiptying naa the FSodda {.'.aiding L'r_e Acccptaam No lIZ-_ � Ezpientioa Iht:A -a-1o1 S Ry Miami Dade dOUCautml Divhlm .iii isa rlcrvk` n«<pt-,::a )Ja o4-03 z3.af exriroronDma�;_2010 By Miami Wade Product Cmpui n{,•laa FLORIDA BUILDING CODE 1231 VELOCITY HURRICANE ZONE) ING COMMERCIAL W1 SERIES "AS DRAWN BY: STEEL FRAME L.G. IBLIES - L.M. i LTD 3/11/09 DATE 09-030 W4 DRAWING No drt SHEET 8 OF 19 1 t .300 FLLOCATI❑N AT FRAME 2' FA[ �11.875 J—� r MATERIAL, GAUGE 12 MINIMUM (0,097 THICK) GALVANNEAL OR STAINLESS STEEL ATTACHED W/(2) LONG MIC WELDS ONE/END. n SURFACE STRIKE REINF❑RCING 2' FACE SHOWN 1. DIE MITERE➢ CORNER CONT, WELDED INSIDE FACES & AT RETURNS 2. CAULK COMPLETE INSIDE CORNER WITH I� GE SILICONE II DETAIL 16 TYPICAL WELDED CORNER st 2.125-7-1.500� d' i �15.000--1 16 EXTRUDED ALUMINUM RESH❑LD NGP #950NA HEAD FILLER CLIP a.m F 0, PRa OQ �� 70p5 k aTA(J 7;4 Pp 12'2s lAL, 8 GAUGE S" GALVANNEAL uK STAINLESS STEEL 3 ® 4 1/2' FRAME DOOR HINGE REINF❑RCING DETAIL MATERIAL, GAUGE 16 MINIMUM (.058) GALVANNEAL OR STAINLESS STEEL 0.0750 0.0500 0,0300 ,�y m 0.6000 st Box :RIAb AUGE HUM STEEL ✓ANNEAL OR STAINLESS STEEL �5 4 7/8' STRIKE REINF❑RCEMENT FOR FRAME DETAIL ATTACHED W/M 3/16' 0 PROJECTION WELDS. 0.060 OFFSET {� c 1.1875 �2.18751 pRODUCr RENEWED nn camphdnn :v118 We Florida ' O I Dn:din, Cmic Aceepwnx hto f 0-D@l OS CspL�•c4Ocncn-2010- -2010 Dy` 170 #B-32 bd Od MiamiD¢de Pi uet Co¢ 0.7s0 SCRF W DWirlon ATTACHED TO STRIKE JAMB W/ (3) 1/8' 0 TYPICAL JAMB & HEAD SECTI❑N PROJECTION WELDS. pROD(lCI REVISED lA ❑PTI❑NAL HEAD SECTI❑N FRAME SECTIONS AND REINFORCING DETAILS KYR 17 2tT9 as ron,pi; i�g wim u,o ri¢rlao Duildirg Code AeaePta¢nNo �q-0�23 -2/ lixpirnti0¢Datc�ZOlo cb Miami Dade�Ca�+oi FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 3.0 —7 17.0 DETAIL 6 6.0 12.0 84.000 z w/ zo W/ (2)#14xl' 0.562 XTERIO H SDS SPACED t`� AS PER ISOMETRIC _T DETAIL 1,875 1.75 GASKET NG#189 1/16' x 3/8' INTERIOR —I 0.625 MATERIALi 1-1/8'X2-3/4' DEAD BOTH DOOR EDGES SEE BILL OF BOLT STRIKE 1/8' IN 2' BEVEL MATERIAL 7/8' STRIKE (2) #14)c1' SDS (TYP.) T_ 17.0 3.0 J © 'Z' ASTRAGAL IS❑METRIC DETAIL MATERIAL 0.075' THICK GALVANNEAL STEEL OR STAINLESS STEEL SECTI❑N THRU ASTRAGAL AT DOUBLE DOOR 0.593 +- 0 0.032 0 0 0.125 1.613 8.875 5.594 2.063 12GA, GALVANEAL 2.a40 OR STAINLESS 0,438 STEEL AST' STRIKE REINFORCEMENT 3xl/8' PROJECTION (2)#12-24 WELD EACH SIDE o APPED HOLES FOR 0 A.S.A. STRIKE 0.312 0.687 12 GAGE GALVANNEAL STEEL OR STAINLESS STEEL ASA 1299 STRIKE REIN.F❑RCEMENT FOR ASTRAGAL, IluuK r Kuty I WIDE SIDE EXTERID I 9) T 1.5 1 INTERIOR DOOR BACK OR NARROW SIDE LOCKSEAM FILLED WITH HELMIPRENE # C8323-1 ADHESIVE —SEALANT TYPICAL CROSS SECTI❑N THRU DOOR 3 DETAIL 6 PRODUCTRENFNSD es c'u+nplSing ;viih Ihx ROI{d.'a e�dds-; caa. bceeptorrc t7o _ 1l ,�S Eapirat,'sa Datc p Ilr , t,�, � • Li...ws� Mlnml Utdc p uct Qmw Uivuloa PRODUCrREVISED mplying xilh'Ihe Florid, Qcouilding Code A"`pt"a�Na 0 3 23. ZI Prpiratioa Dntc UIO 8Y S a , �, aui � ��� Divilinn FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) V-8620 FITTING I (2) 1/4'-20 (4) 5/16'—IB 1 MACHINE HALHINE SCREWS SCREWS TO MOUNT COVER TO HEAD 1 COVER POWERI FASTENER'S FITTING HOLLOW SET FITTING DROPIN ANCHORS IS❑METRIC t1 STRIKE G PLATE 499 EA. SIDE I EXTERIOR 15 VON DUPRIN SERIES 9954 MULLION/D❑❑R SEAL MULLION 499 STRIKE PLATE) MULLI❑N INSTALLATI❑N 15 MULLION BODY 125 THK. WALL #B1 A 500 GRADE B STEEL FIT GASKET NG#361 1/B'x3/B' APPLIED TO MULLION P/ f EXTERIOR O2 + (4) 5/1 6'fl S.D.S I AHEAD I I — -- — I 3.0 FULL ----- -- - 3.01 1 WELDED I I I FITTING STEEL 3,5 )HEA B620 FITTING 1 I 15 EXTERIOR I MULLION FITTING STEEL Z15 CONNECTION AT T❑P TLAN) SECTI❑N EXTERIOR 15 EXTERIOR Q2 + ® 4 MACHINE SCREWS E HEAD 6 FLOOR. t I #8620 BOTTOM 5/16'-1BX1-1/4' I MULLION FITTING I STEEL I 16 8620 FITTIN 2'6 POURED 2.0 CONCRETE 3 5 NOTCH OUT 2.0'x3A' 15 REQUIRED (4) 5/16'0-18 POWERS ON THRESHOLD FASTENERS CALK —IN ANCHORS W/ 1' MIN. EMBEDMENT C❑NNECTION AT BOTTOM (PLAN) SECTION 0 O17 PRODUCTREVISED 2' a 0 3.000 vs wmpl)vng with the Flaridc Huilding Code I ANCHOR PROOUC'TRENECPF.M p OPi(4,ionD, s4cccptunirN,0 -0313. '1 20f0 av avmpyag whb the Plat4ds lteic�t!, Cade Accepten:e 05' ldr s4.. lLlimy1 MULLION No/0-021X Espi,allac Date 3.500 Division Ml ' �aK� Milt um FITTING -1 Mhtml Dad Ptndoct Coat,0 Argo STEELSTE Dhdsloa FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) SEE SURFACE BOLT ENGAGEMENT DETAIL EXTERIOR 2 27 21 Q1 or lA 1 or 1A X Q F #10-24 X 1-1/2 (D or A w T R -BOLTS X x + w SEE DETAIL 'A' DETAIL 'A' 2 +®o � EXTERIOR 2 + 27 2 ©0 . ............................ :•::O.::• C==) 16 � TYPICAL SURFACE BOLT ENGAGEMENT X #10-24 x 1-1/2 pRODULTRENLVm w T R -BOLTS--plying.uh the Rarid� DETAIL AT HEAD & SILL B.idianc.de ' Aeup>accz/�- ESpImUm Dare 30 O21 By ti Ia.�.r, 16 1-1/2' #10-24x1 1/2' THRU BOLT 16 X MIlael Dade roducrc0ahD1 SEE SURFACE BOLT I Dhi,ron ENGAGEMENT DETAIL SURFACE B❑LT INSTALLATION c�i1 J PkonuCrRBViyy� AT DOOR W/ ASTRAGAL (INTERI❑R VIEW) I I�lh Ms dia W YCevrOr the F1ond NOTE, n 1' Max. —IO4--0.75 f.DN�a 9-o3zs.21 SURFACE BOLT M • rsk+ �. �(�hµol� a mdua Control MANUFACTURER-HAGER MODEL #275D �— —� @ 10' POURED ESv Sinn I MATERIAL -STEEL 8 0---+ c, MAX. REQUIRED FINISH US26D n, TYPICAL SECTION p Zl SURFACE BOLT 21 8 O # 2 7 5 D HAGER SURFACE BOLT FLORID BUILDING CODE (HIGH ING CUMMLOCITY HURRICANE ZONE) ®50m nIT6Ta ruc CxcaEGaNc) DOUBLE A SINGLE SERIES STEEL ODOOR G COMMERCIAL DRAWN 6Y: GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES 'AS 16 CAGE GALVANNEAL OR STAINLESS STEEL FRAME LG, FLUSH. EMBOSSED A GLAZED ASSEMBLIES - L.M. L09 E C Q INC. DAYBAR INDUSTRIES LTD /DATE 1555 AERG-00 ORNE. MLir TESTING A ENGINEERlNO LONPANY WSSIS• TAM mS ... taro. ( A A — ]0.T. uAOws n aTrra Law tes, auvaA 09-030 rnm.: "-rua . � : (xi>)an-rvr •wx.areu+.mu c� r x DHac000aLrnm TD: 905 625-Em0 fA[: 205 U5i"4 DRAWING No EB-00067f9 mcvter urt WALT(R A AILR Jr. P.E qa m-tro /11/as ,� SHEET 12 Of 19 nGRraa Lk-/ ++T67 I TYP. 18�2i� DOOR TOP D CHANNEL T VARIES WITH DOOR WIDTH 1/8'0 FOR SPOT Y LDS ELEVATION 3- OOBROUND '8750 � r r� � 0.0570 MIN. 0,5625 LI� TYP. In FI-1.8125-1 3.0000 1.0000 TYP. i 110T vU00 SURFACE CLOSER J 12,2500 5.0000 -1 FASTENING SLOTS PLAN TYP PRODUCrNENESVED a, complyinG'Ath the plains 1.'nlding Cede 26 DOOR TOP AND BOTTOM TYPICAL • END CHANNEL DETAIL E:pir0lMu Dale - - By L4. MATERIALS M"mmlDmde OctC0uh01 OR 16 GAUGE (0.MINIMUM �2.6250---H 0.7500 0.6250 DFtrI°u GALVANNEAL STEEL OR STAINLESS STEEL 0,2500 LO , m � o � ru �2.7500 0.7500 0,2500 T 0 0.5000 16.25 PLAN 0 N In \--t3.5000- I1 ++1 n Y ,625� � PRODUCTRGVISED ,i pI i19 f We Ff°rid° SECTI❑N 3D VIEW AeOTtOnaN° oQ-p3�3,z, \ ~ © DOOR SURFACE CLOSER \ \ ti o } o MATERIALi ,��oaD 20lt] REINFORCEMENT CLIPPED \ \ \ `T - LAMINATED TO EACH FACE OF DOOR By ` ( \ \ \ 14 GAUGE (0.074) W/ CONTACT ADHESIVE (HELHIBOND 8326-1) r' TO DOOR AT TOP EDGE o MINIMUM GALVANNEAL OR STAINLESS STEEL 1-iDede rodOq Comrof \ \ o AT HINGE EDGE AND TOP END CHANNEL. Di-. \ \ 25 DOOR SURFACE CLOSER \\ \ REINFORCEMENT DETAIL FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) \ \ ®maa X= M (on+aar lo) DOUBLE & SINGLE SERIES LSIS OUTSWINO COMMERCIAL DRAWN BY1 GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES 'AS 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME LO. DOOR SURFACE CLOSER & END \\ FL�DAYBARED uLTD LM 1L ECOINc. INDUSTRIES '/II;TE CHANNEL ASSEMBLY `' 6 ENGINEERING COMPANY 1235 AERMOOD DRIv UMSSS ""N DATE TILLIT TESTING 61SSNpW. aOM. SL ab..l°S. Iw4iA. owGN�li n. Y]I!E 6r_ ,-,� . �•: r,A,)en-gym! I.W log. CNUDA w,m.w�ew.cm+ 09-030 _ L_.::_ i • md� �Stla°Lrom nL. 905 0a5-B000 FA- 205 a25120. out DRAWING N o n.� Ile Li 7 i:i0g WIDER A Olt? Jr. P.E. FLOM04 lie 50167 an as-IIo a/II/oY a SHEEP 13 OT 19 CD 1— DETAIL A SNAP IN CHANNEL 0 f+A1�s EXACT 35,750' FOR 36' DOOR WIDTH EXACT 47.750' FOR 48' DOOR WIDTH (VARIES WITH DOOR WIDTH) STANDARD TOP CAP MATERIAL, 20 GA GALVANNEAL STEEL ASTM A-653, A-60 OR STAINLESS STEEL FOR BOTH PIECES. INSTALLATION OPTIONS, (A) CAULK AND PRESSFIT (B) CAULK, PRESSFIT AND TACK WELD CHAKlKln TOP CAP DET ASSEMBLY (IS❑METRIC) (SNAP IN CHANNEL WITH TOP CAP) 35.750' TOP PLATE FOR 36' DOOR WIDTH PRODULTRENMED 47,750' TOP PLATE FOR 48' DOOR WIDTH EniJ octoGep,In tec iTm6ln �3' (VARIES WITH DOOR WIDTH) AeeeptanaNelo O.Z+ -05 ,E:pirafim Date O 34,125' SNAP IN CHANNEL Minml Dcde uct Covhd FOR 36' DOOR WIDTH++o� m 46,125' SNAP IN CHANNEL FOR 48' DOOR WIDTH CHANNEL AND CAP PLATE - - ARE RESISTANCE ELDED ON COMMON CENTERR LINE. (4 - 5 PLACES) --� - - —�— TOP CAP-` PRODUCT 0,7500' as com I 'c REV1SPD CHANNEL Du' mg od. mD"�°';d= VIEW B A�ptence �AI'�etim Dete By lil'1.. I 4 �010 D11am.Dade -dudc.etrol 28 D❑❑R SNAP IN TOP CAP DETAIL FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) r • a ELEVATI❑N in 1.1B8 )0.313 -2,188� _L • 0 0 O • I 0.688 #12-24 SCREW (3) 1/8'0 DOOR UGE PROJECTION M❑UNTING TAB 14 GA (0,074) MIN GALVANNEAL STEEL OR STAINLESS STEEL GAGE 14 (0,074) MINIMUM RP REINFORCING SAME AS #86. LESS LOCK CLIP & MOUNTING TABS, GLUE W /CONTACT ADHESIVE 10 DOOR FACE LOCK CLIP-18GA (0.045) MIN. ONLY VALID FOR ASSEMBLY WHERE APPLICABLE 1.063 ti rLHN MATERIALI ALL GALVANNEAL STEEL OR STAINLESS STEEL @3 ANSI #A115A #86 M❑RTISE LOCK g /RIM PANIC 11 REINF❑RCING 1,687 VIEW X r 1.6871 0 u� Li I ri VIEW X PLAN 0 D, f d < 8-0.200 m o m o 0 625 0 0 0.134 N O I �i--L T 0,110 o0 m (" a o 0 � N o N — (7 — 17 a 0,343 _40--T I In N I o TO o N _ _J_ N N 3D VIEW 08179 m 1.250 0 ATERIA 114 4 1/2' HINGE BAR GAUGED(0,074) MINIMUM GALVANNEAL STEEL OR STAINLESS REINFORCING FOR D❑❑R STEEL, GLUED TO DOOR AT HEAD & SILL USING HEMILBOND 8320-1 MATERIALI CONTACT ADHESIVE. 8 GAUGE 1 8 DOOR SURFACE GALVANNEAL STEEL OR STAINLESS STEEL B❑ L T REINFORCING PRaoucrRar>snlsn R, romPlying W th the Flark• PRODOCF REVISED DETAIL Buldin -deEtp aloo `0� Pmnce NoWlh theo3d:: DN Ar Eapimhoa .zi Dote2o10 Ry 144� �• 4,Y.1� M(aml DY Dade rod•tt (.ODd®I"fz�nholmll Divlrion Miami Dade mdDct Co FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ®29ac TnIDCD we. (ER-Em c) DOUBLE & SINGLE SERIES LSIB OUTSWING COMMERCIAL GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES 'AS" DRAWN BY: 16 CAGE GALVANNEAL OR STAINLESS STEEL FRAME FLUSH, EMBOSSED i GLAZED ASSEMBLIES - L.M. L.G. L E C DAYBAR INDUSTRIES LTD 3111109 TILLIT TESTING S ENGINEERING COMPANY 1 3 Amow w DWE. LI9565wm%m DATE QISSNW, JQM. 5f, Si, JQS NRfJuI G1Raf) C M1 JJIQQ PMv : )Bn-19J0. ! : IJDap7I-IJJI e- E• f8-0006719 m 0 Llw lu.. L WIIA WANMTaN1.004 QIS-a/FAX Day 929-f 09-030 DRAWING Na - A NHL7FRTXLIT Jr.1P.F. FLOR/dl Uc. 11467 anTEL•-1W1a 9/11 m A SHEET 1S Or 19 2.365 0,6 u� T 0 CU o - o k0 �D T of '" r REINFG LING �p25 L(JOP BARREL SUPPORT I- BARREL MAT: 0.035 SATIN COAT CD SUPPORT STEEL OR STAINLESS STEEL ago . 2,632 (U 0 0,20CD CD 0,390 --1 r I . ' f CD ON CO o 10 co (U N o l --� 0.712 REINFORCING L❑❑P MAT: 0.035 SATIN COAT STEEL OR STAINLESS STEEL T o .�_ 00 CD PROBUCTRENEW6D _ O nucnmplytngwlth the F7otide 6 r VIEW X .—� euc�� l.cea< 1 Atteatonx No By ku2f coE:pfntlno Bm^ �� MicDNeP� uel ConU01� TE SUIT 8/32UNC VIEW X THREAD (4) 1/16"0 #161 EDGE REINS❑RCING PROJECTION PRODUCI,=S� as complying µ'ith the A WELDS Building Cede aridu MAT: 0.078 SATINCOAT STEEL OR �ep�w.n Din—o313.z� STAINLESS STEEL oio By 54ti �Fn-� Muni Dnde duct Canuol D4 #161 CYLINDRICAL 'LOCK AND DEAD BOLT' REINFORCEMENT DETAIL FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) SECTI❑N THROUGH EDGE REINFORCING k?F.`Z 17 2�69 � � F CONCRETE BLOCK POURED CONCRETE OR REQUIRED TO BE WOOD DOUBLE 2'XB' WOOD STUDS REQUIRED TO BE WOOD DOUBLE 2'xB' WOOD STUDS WALL RED'D GROUTED CONCRETE W/ G 0.55 NAILED TO SHEATHING REQ'D. W/ G = 0.55 NAILED TO SHEATHING REO'D, MAX. 1/8' BLOCK WALL REQ'D. '-`I SPECIFIC GRAVITY ( ) (SPECIFIC GRAVITY MAX. 1/8' ) MAX. 1/4' SHIM SPACE SHIM SPACE SHIM SPACE a' a JAMB 1Q ° 8 (SEE SHEET 18) (SEE SHEEP. 18) � (SEE SHEET 18) 1.5000 d GROUT g O EQ. EQ. d O 0 - - -- - - - — - - T - —e - -a - - - - SPOT - - - - SPOT SPOT a ad WELDS WELDS WELDS e o 0 0 4' d ° 4 3' MIN � E.D E - .. a ' ° EQ. L � EQ. 1 JAMB • CONTINUO US " " 1 JAMB 1 JAMB CONTINUOUS a ULK BOTH CONTINUOUS CAULK CAULK ..d SIDES (TYP.) 2 1/4' L CONTINUOUS CAULK BOTH SIDES (TYP.) 3' BOTH SIDES (TYP.) 3' BOTH SIDES (TYP.) MORTAR MIN f /�[ 4RRIAGE �MASONRY 4' MIN- l JOINT a 3/8" x 5' FLAT HEAD STEEL 3/8' X 6' WOOD 3/8'-16 X 6' STEEL BOLT UCAN-SLEEVE ANCHOR WIRE AN HORS IN HORIZ. MORTAR W/ 2 1/4" MIN. EMBEDMENT. �1 SCREW LAG BOLT W/ NUT AND WASHER. JOINTS; FILL JAMBS SOLID WITH GROUT PER ASTM C476 W/ MIN. COMPRESSION STRENGTH DETAIL #22A OF 2.5 Ksi (SEE SHEET 18) DETAIL #22 INSTALLATI❑N ❑F 3/8*0 LAG DETAIL #22B DETAIL #21 INSTALLATI❑N OF UCAN SCREW (9 TO WOOD FRAME WALLS INSTALLATI❑N OF 3/8"0 CARRIAGE WIRE ANCHOR © SLEEVE ANCHORS 8 TO BOLT TO WOOD FRAME WALLS INSTALLATI❑N TO MASONRY WALLS � 29 ALL AROUND MASONRY WALLS MAX 1/4' SHIM SPACE AMB(D FACE VELOS AND GE S CONE II MIN. DOUBLE 2'x4' WOOD STUDS REQ'D W/ G = 0.55 STRUCTURAL STEEL 1/B" 3/8"-12" O.C. IN BETWEEN FALL (SPECIFIC GRAVITY) CHANNEL, W/ MIN. 3/8- THICK WEB O AROUND JAMB OR 0,514 .460 AMB O HEAD C1 1.875 AMB 11 9B SPOT STRUCTURAL STEEL oPRODUrTRENEWBD FIfl"'^'Its the FT.ft o WELDS CHANNEL, W MIN. O 1/4' THICK WEB • WELD ON INSTALLATION 9C TOPAS kW BOTTOM OF FOLAND Uuidl°g Code Ezaa Dntr D• o S ••.ro JAMBS 0 12' 0. C. (SEE SHEET 18) THEREAFTER ADDITIONALLY, AT 12" 0. C. AT HEAD nda Hvduq Cauppl Oivleloe DO GE SILICONE II _ o 5.625o ALL AROUND DETAIL #23B fD.62s PRODIICFRF.VISFD DETAIL #23A INSTALLATION OF JAMB �l T�1 � oomPlyi°g with III -Florida INSTALLATION F 3/80 STEEL CHANNEL THRU WELDING 0 Amepl I' —o373. z1 1.8750 FA M,S, TO STEEL CHANNEL ha"°°oio �C Mlsmi Dade ::: o (DCLIPIN STUD � � Ccntzl ANCHOR DETAILS; ANCHOR W/ MIN. (SEE SHEEP 19) SEE SCHEDULE ON SHEET 18 THREADED PENETRATION CLIPIN STUD A THREADED PENETRATION FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) F.H. WOOD SCREWS ANCHOR PER ANCHOR (SEE SHEET 18) on% m o wa N�O W) DOUBLE h SINGLE SERIES L518 OUTSWING COMMERCIAL 1 /2" MIN. GYPSUM WALL GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME LG. BOARD OR PLYWOOD FLUSH, EMBOSSED k GLAZED ASSEMBLIES - L.M. SHEATHING RYP,) DETAIL #20 IL E C O LNe. DAYBAR INDUSTRIES LTD 3/1 INSTALLATION ❑F 2 PIECE COMBINATION T2LT TESTING x ENGINEERING COMPANY R�SSICW. .teen ll- lla Sol. NWA,L fMofl.'S, rt .11lee 7 DM LIW IBa, CHUM DATE �� STUD ANCHOR 7 INTO FRAME WALLS �� ,7: 6Hac"OaoLmm °' 0,671` E9-077U/r lEls oat e]e-.e000 fAih saf ev—�]oa '° �"°" �I �• , � 09-030 DRAWNG Ho —WOOD �'(.p } 7 09 'i� 161 1 1 29UJ WALORI A lI 1 J/. P.E. f10R/61 LIG / 44767 2E.�„ tta O!—leo l/i t/0e 4 SHEET 17 OF 19 © WIRE ANCHOR FOR DETAIL #21/17 STEEL WIRE ANCHORS (0.157" DIA, 9 1/2" LONG) IN HORIZ. Fu Min.=95.9 Ksi, Fy Min.=40.2 Ksi LEAF TO SNAP ANOTHER PIECE \mob 1b 4ftiwAh,7 LEAF TO SNAP ANOTHER PIECE n 3/32 x 1/2 HOLES TO PERMIT SNAP TO ANOTHER PIECE 11 co Ln y T 02 PIECE C❑MBINATI❑N STUD ANCHOR FOR DETAIL *20/17_ CLIPIN STUD ANCHOR MATERIAL: GAUGE 20 (0.035) ASTM A-653, A-60 GALVANNEALED STEEL PAR 17 2059 (2) 1/B'O SPOT WELDING HOLES —� 1295 Oo,, — .,<.,,, F I - I .. ' — 2 6.750 7� EMA BUTTERFLY ANCHOR (PART #PT1-008) FOR DETAILS 22/17. 22A/1722B/17 & 23A/17 MATERIAb 18 GA SATIN COAT PRODULTRENMED . co rlylnC with the Flaridf P4LOOUC C DUIT R;.:VISEp Duidi.g Cale Dus a ng with 16e Florida mld' "Code ^�m�aeH o373. 2O CaplrnSfa Data 4 7-2 E�uuion Date f 0 Dy�l0. BY `1 �• �''KJ� h9issolliade 'odud Coatmt Divl:lan Komi a& odud Cdttul Divislnn FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) s � •. 3T'4 1 � • Y- S=i BILL OF MATERIALS, PRODUCTR6NEW M u mmplylag w4d1(6e Duldlog Cade Ate9pt•Dfe NDi •r%•Z�� E•ptr•tlDe DOta - D, k 1 • LG4� IiiYmi Dede 3 mLBli CA Dl9tsio0 FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ®2— MIEm W. (D(00llIWND) DOUBLE & SINGLE SERIES LS1B OUTSWING COMMERCIAL GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES -AS-DRAWN HY: AISI 304 SERIES STAINLESS STEEL WITH Fy =45.75 Ksl - 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME LG. AND Fu= 101,3E Ksl FLUSH. EMBOSSED & GLAZED ASSEMBLIES - LM. L E C O INC. DAYBAR INDUSTRIES LTD 3i11i09 12Dfi AERDMOOD DRIVE, DATE .. TILLT TESTING & ENGINEERING COMPANY DLSSI9s AADN .. NSYLY. JLM. SL, Sh JAI. Ifi4Bl1 fxl92a'. rt J]I4E L4N IN, IlxAo4 . IJAJ.V>a, ult ft L e- n. ZW671w.�m TF1: 90! 023�900 i�:805 625-120{ DRAWING N. fR-0o067f9 n movm� urz euc uv WFLOR A. TILL/ 44 P.E. 91n m..119 �/1 Vaa i f+0 FLOR61 Ife. / 44167 SHEEP 19 OF 19 ITEM STY DESCRIPTION MATERIAL SIZE AND SPEC'S 1 1 16 GAUGE JAMB/ HEAD FRAME SERIES 'AS' 16 GAUGE .052 MINIMUM, ALL COMPONENTS OF THIS [TEN, Le., HEAD, JAMBS, REINFORCEMENTS AND ANCHORS ARE COMMERCIAL GALVANIZED STEEL (TYPE H), ASTM A653/A653M, COATING DESIGNATION AdO, KNOWN COMMERCIALLY AS PRINTABLE GALVANNEAL V/ MIN. TENSILE STRENGTH 52 KSI, MIN. YIELD STRENGTH 45 KSI, ELONGATION 40% DR STAINLESS STEEL 5 3/4' DEPTH % 2' FACE % ,OSB' MIN THICK (SEE SHEET 9) IA 1 Ifi GAUGE OPTIONAL HEAD FRAME SERIES 'AS' SAME AS REM 1 5 3/4' DEPTH X 4 3/8' FACE % .OSB' MIN THICK (SEE SHEET 9) IH 1 SURFACE STRIKE REINFORCING 12 GAGE GALVANNEAL STEEL OR STAINLESS STEEL- 12 GAGE C0.097' MIN.) x 1.500• x 11.875' LONG, SEE DETAIL. ON SHEET 9, 2 l 18 GAUGE RUSH/EMBOSSED DOOR COMMERCIAL V/ CORE 2® 18 GAUGE A45 MINIMUM. ALL COMPONENTS OF THIS ITEM, Le. FACE SHEETS, INTERNAL COMPONENTS AND REINFORCEMENTS ARE GALVANIZED STEEL CONFORMING TO ASTM A924, TO ASTM A653/A653N, COMMERCIAL STEEL CTYPE 87, COATING DESIGNATION A40, KNOWN COMMERCIALLY AS PRINTABLE GALVANNEAL V/TENSILE STRENGTH 60 KSI, AND YIELD STRENGTH MIN, 45 KSI, ELONGATION 40% DR STAINLESS STEEL' 1 3/4' THICK X (.OdS MIN), SEE SHEET 4, 5, 6 6 7. 3 3 B GAUGE ➢GDR HINGE REINFORCING GALVANNEAL STEEL OR STAINLESS STEEL' 11/4' % ID' X H GAUGE 4 3 e GAUGE FRAME HINGE REINFORCING GALVANNEAL STEEL DR STAINLESS STEEL' 1 1/2• X H 3/4' % e GAUGE S 1 STRIKE REINFORCING (FRAME) GALVANNEAL STEEL DR STAINLESS STEEL 13/6' X 7 5/16' % 14 GAUGE CA72 MEN) 6 p5 REO'D VIBE MASONRY FRAME ANCHORS STEEL V/ MIN. YIELD STRENGTH = 402Ks1 AND NIN TENSILE STRENGTH = 9S9 Ksl 9 12' LONG % 0.I57• XIN. DIAMETER 7 AS RED'➢ CLIPIN STUD ANCHORS f2 PIECE COMBINATION) STEEL, ASTM A-653, A-60 GALVANNEAL 1 7/8' % 5 5/8' X 20 GAUGE C035 MIN) V/ (4)RB % 1 5/8' V000 SCREWS 7A AS REO'D EHA BUTTERFLY ANCHOR (PART •pT1-0087 STEEL IB GAUGE STEEL SATIN COAT, B AS RED'D EMA ANCHOR BOLTS STEEL, V/ Fy = 45,000 psL 3/e' % 5• STEEL UCAN-SLEEVE ANCHOR 9 p5 REO'0 VOOD SCREW LAG BOLT STEEL, V/ Fy - 45,000 psL 3/8' x 6' 9q AS RED'➢ CARRIAGE ANCHOR BOLT STEEL, V/ Fy = 45.000 psL 3/B•-16 % 6' STEEL CARRIAGE BOLT L/4 NUT AND WASHER, PER ASTM A-307 ' 99 AS RED'➢ F.H. MS. TO STEEL CHANNEL THROUGH BOLTING STEEL, V/ Fy 45,000 psL 3/8' % 3 L2' STEEL F.H. M.S., PER ASTM A-307 9C AS RED'➢ STEEL CHANNEL NEEDING 60%% ELELTRO➢E FOR GALVANNEAL STEEL,E-308 ELECTRODES FOR STAINLESS STEEL VELD ON INSTALLATION, X[N 1/e•z3/8' STITCH VELD 10 3 HINGES -HALER HH1279, HBII68HD OR STANLEY FBBL79, FBH168 STEEL 4,5' % 4.5' STANDARD VEIGHT (.134 THICK), ATTACHED TO FRAME V/(4) 12-24x1/2' FHMS. 11 1 RIM EXIT VON DUPRIN 98/99L % LYL X TRIM V/ 499 STRIKE PLATE AS PER MANUFACTURER'S CATALOG RIM EXIT ATTACHED TO DOOR V/(4) 1/4-20x1' MS. (2) STRIKE PLATES EA MULLION 12 1 MORTISE LOCK. SCHaLGE-L9000 SERIES V/ DEAD HOf.i AS PER MANUFACTURER'S CATALOG MORTISE LOCK ATTACHED V/(2) 012-24x1/2' BREWS. 13 1 CYLINDRICAL LOCK- - SLHLAGE D SERIES AS PER MANUFACTURER'S CATALOG ATTACHED TO STRIKE PLATE W/(2) 12-24x1/2' SCREWS. 14 1 DEAD BOLT. - SCHLAGE B SERIES AS PER MANUFACTURER'S CATALOG ATTACHED TO STRIKE PLATE V/(2) 8-32x1/2' SCREWS IS 1 VON ➢UPRIN M9954 REMOVABLE MULLION 0.125• THICK A 500 GRADE B STEEL SECURED TO 499 STRIKE PLATE VITH (B7 5/lfi•d-18x1'G1IN.7 MACHINE SCREWS. ISA 1 WEATHER STRIP (NATIONAL GUARD PRODUCTS M120NA) NEOPRENE SECURED VITH DOUBLE ROW OF 46x1/2' SMS SCREVS ! 1' FROM EACH ENO AND 4. O.C. (AS PRE➢RILLED BY MANUFACTURER) I6 1 THRESHOLD tNATI➢NAL GUARD PRODUCTS 493DNA) EXTRUDED ALUMINUM (6063-T5 ALLOY) 3' z 0.500• x OABO' THICK, ATTACHED TO SLAB V/ 7/16'x 1 3/4' F. H. TAPCDN ANCHORS V/ 11/4' MIN. EMBEDMENT LOCATED ! 2 3/4' FROM EACH END AND 10' D. G 17 I 4 1/2' HINGE BAR REINFORCING FOR DOOR GALVANNEAL STEEL OR STAINLESS STEEL 123' x 10' x 0134• MEN. THICK IB l DOOR SURFACE BOLT REINFORCING GALVANNEAL STEEL OR STAINLESS STEEL 14 GAGE (0.074') x 1.607' x 3J00' z 9A00' LONG. 19 AS RED'D 3/B' LE%AN VISION CITE AS PER MANUFACTURER (DAYHAR INDUSTRIES, LTD) SEE SHEET B FOR DETAILS L COMPONENTS I9A AS REO'D 1/2' LEXAN VLF-EZ-IG VISION CITE AS PER MANUFACTURER (AIR LOUVERS, INCJ SEE SHEET 8 FOR DETAILS 6 COMPONENTS 20 I 0.75• THICK EXPANDED POLYSTYRENE DOOR CORE OR 3/4' CELL PAPER HONEYCOMB. 675' THICK DOOR CORES EXPANDED POLYSTYRENE SOLID SLAB RIGID HOARD TYPE L PCF CONFORMING TO ASTM L578 BY aPACHE PRODUCTS WITH CURRENT NOA BADE COUNTY APPROVAL OR 3/4' CELL PAPER HONEYCOMB, BONDED TO FACE SHEET VI7N CONTACT ADHESIVE HELNIBDN➢ M 8320-1 APPLICATION RATE OF 7 GRAMS PER SQUARE FOOT ON ALL CORES 21 4 B' LONG % 275 ➢HALER SURFACE BOLT STEEL V/ US26➢ FINISH ENGAGED TO THE DOOR AT TOP AND HDT717H TO HEADER 6 THRESHOLD RESPECTIVELY 6 FRSTENE➢ 70 DOOR V/ W 010-24 x 1 1/2' THRU BOLT EACH CONNECTION. 22 AS REO.O TAPCDN ANCHORS STEEL 3/16' z 1 3/4' 23 l MORTISE LOCK AND RIM PANIC DEVICE REINFORCEMENT 0.074' BIN. THICK GALVANNEAL STEEL DR STAINLESS STEEL SEE SHEET 13 FOR SUBLONJUNTS 24 1 MI61 CYLINDRICAL LOCK AND DEAD BOLT REINFORCEMENT SATIN COAT STEEL OR STAINLESS STEEL! SEE SHEET 16 FOR DETAILS n mp�l•g wits tk4 BlwWc 25 1 DOOR SURFACE CLOSER REINFORCEMENT 0.074' MIN. THICK GALVANNEAL STEEL OR STAINLESS STEEL 14 GAGE (0.074' MIN.) x 3 1/2' x 1.6875 x 16R50' LONG p-63Z3.ZJ 26 1 DOOR TOP/ BOTTOM ENO CHANNEL 16 GAGE GALVANNEAL STEEL OR STAINLESS STEEL 16 GAGE (0.057' NINJ x LH125' x L4373. p•u 20 7G/f7 77 l 'Z' ASTRAGAL 0.075' MIN THICK A 500 GRADE H GALVANNEAL STEEL OR STAINLESS STEEL' 0.075' MIN, THICK x 2.00' x (2)0,625' x 84' LONG. 28 l DOOR SNAP IN TOP CAP 20 GAGE GALVANNEAL STEEL ASTM A-653, A-60 OR STAINLESS STEEL SEE SHEET 14 FOR SIZES 29 AS RED'D CAULKING GE SILICONE II N/A YirtlDe 30 AS REO'D 995 ➢OV CORNING STRUCTURAL SILICONE N/A Florida Building Code Online Page 1 of 1 ,f v a ra . rioMa �eparnpantof BCIS Home Log In t User Registration i' Hot Topics Submit surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Busines `'' Product Approval Professi Sal r*� LASER: Public User RegulationAo Product Approval Menu> Product orADplication Search> Application List V 1 Search Criteria Refine Search Code Version 2007 FL# 12765 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Rpsulte - onnlieatinns FL# TVpe Manufacturer International Corporation Validated By Gordon Thomas, P.E. Status Approvedt "rISubcategory:Janus erior Doors Roll -Up Exterior Door Assemblies (513) 314-3653 (*Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Coovripht 2007-2010 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterOdbor.state.fi.us. Product Approval Accepts: WN ® c%hEek M, rCyrediOGreditSCarFd— http://floridabuilding.org/pr/pr_app_lst.aspx 12/28/2011 Florida Building Code Online Page 1 of 3 - -- - -- -- ---- - - --- ---- - --- - -- Florida Depanmentof BCIS Home I Log In . User Registration Hot Topics i Submit Surcharge Slats & Facts I Publications i FBC Staff , BCIS Site Map Links Search Busines Professi �alProduct Approval a USER: Public User Regulation Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL12765 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Janus International Corporation Address/Phone/Email 134 East Luke Road Temple, GA 30179 (770) 562-6052 donm@janusintl.com Authorized Signature Don Mills donm@janusintl.com Technical Representative Curtis L. Schroeder Address/Phone/Email 134 Janus International Blvd. Temple, GA 30179 (770) 562-2850 Ext360 curts@janusintl.com Quality Assurance Representative Curtis Schroeder Address/Phone/Email 135 Janus International Blvd. Temple, GA 30179 (770) 562-2850 Ext360 curts@janusintl.com Category Exterior Doors Subcategory Roll -Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Joseph H. Dixon, Jr developed the Evaluation Report Florida License PE-7768 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 05/22/2015 Validated By Gordon Thomas, P.E. iv! Validation Checklist - Hardcopy Received Certificate of Independence FL12765 RO COI 29018 cert of fi. indep.pdf Referenced Standard and Year tof Standard) Standard Year ANSI/DASMA 108 2002 ASTM E330 2002 TAS 201 1994 TAS 202 1994 http://floridabuilding.org/pr/P _app_dti.aspx?param=wGEVXQwtDgsniFBcODh9XIlX8s... 12/28/2011 Florida Building Code Online Page 2 of 3 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/22/2009 Date Validated 06/28/2009 Date Pending FBC Approval 07/02/2009 Date Approved 08/11/2009 1994 Summary of Products FL # 11IMlodel, Number or Name IlDescription 12765.1 Series 1100 Series 1100 - 26 Gauge Door Assebmly Max Size: Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 RO II 29018 Dwg T1012 Rev A.pdf Approved for use outside HVHZ: Yes FL12765 RO II 29018 Install 750 1100.Ddf Impact Resistant: No Verified By: Certified Testing Laboratories Design Pressure: +24.4/-27 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 RO AE 29018 ER-09-0008.pdf Created by Independent Third Party: Yes 12765.2 Series 1100 Series 1100 - 26 Gauge Door Assembly Max Size: 10'-0" x 14'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 RO II 29018 Dwa T1013 Rev A.odf Approved for use outside HVHZ: Yes FL12765 RO II 29018 Install 750 1100.pdf Impact Resistant: No Verified By: Certified Testing Laboratories Design Pressure: +19.4/-22.7 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 RO AE 29018 ER-09-0008.Ddf Created by Independent Third Party: Yes 12765.3 Series 3100 Series 3100 - 26 Gauge Door Assembly Max Size: 12'-0" x 20'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 RO II 29018 Dwo T1004 Rev C.odf Approved for use outside HVHZ: Yes FL12765 RO II 29018 install 3100.pdf Impact Resistant: No Verified By: Certified Testing Laboratories Design Pressure: +36/-41 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 RO AE 29018 ER-09-0007 r.pdf Created by Independent Third Party: Yes 12765.4 Series 3100 Series 3100 - 26 Gauge Door Assembly Max Size: 16'-0" x 20'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 RO II 29018 Dwg T1005 Rev D.pdf Approved for use outside HVHZ: Yes FL12765 RO II 29018 Install 3100.odf Impact Resistant: No Verified By: Certified Testing Laboratories Design Pressure: +35/-38 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 RO AE 29018 ER-09-0007r.pdf Created by Independent Third Party: Yes 12765.5 Series 750 Series 750 - 26 Gauge Door Assembly Max Size: 3'-0" x Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 RO II 29018 Dwo T1000 Rev B.pdf Approved for use outside HVHZ: Yes FL12765 RO II 29018 install 750 1100.pdf Impact Resistant: No Verified By: Certified Testing Laboratories Design Pressure: +35/-45 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 RO AE 29018 ER-09-0007 r.pdf http://floridabuilding.org/pr/P _app_4tl.aspx?param=wGEVXQwtDgsmFBcODh9XIlX8s... 12/28/2011 Florida Building Code Online Page 3 of 3 11 Created by Independent Third Party: Yes 12765.6 =r�� 50 Series 750 - 26 Gauge Door Assembly Max Size: 6'-0" x12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 RO II 29018 Dwo T1001 Rev B.pdf Approved for use outside HVHZ: Yes FL12765 RO II 29018 install 750 1100.pdf Impact Resistant: No Verified By: Certified Testing Laboratories Design Pressure: +19.9/-24.4 Created by Independent Third Party: No Other: Design pressures listed is at test width of V-0". Evaluation Reports For pressures versus widths, see Table 1, Page 4 of FL12765 RO AE 29018 ER-09-0007 r.Ddf evaluation report. Not for use in High Velocity Hurricane Created by Independent Third Party: Yes Zones. 50 12765.7 =F�� Series 750 - 26 Gauge Door Assembly Max Size:8'-8" x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 RO II 29018 Dwo T1002 Rev B.pdf Approved for use outside HVHZ: Yes FL12765 RO II 29018 Install 750 1100.odf Impact Resistant: No Verified By: Certified Testing Laboratories Design Pressure: +24.4/-27.0 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 RO AE 29018 ER-09-0007 r.pddf Created by Independent Third Party: Yes 50 12765.8 =F�� Series 750 - 26 Gauge Door Assembly Max Size: 10'-0" x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 RO II 29018 Dwo T1003 Rev B.Ddf Approved for use outside HVHZ: Yes FL12765 RO II 29018 install 750 1100.odf Impact Resistant: No Verified By: Certified Testing Laboratories Design Pressure: +19.4/-22.7 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 RO AE 29018 ER-09-0007 r.odf Created by Independent Third Party: Yes 12765.9 Series 850-5 12765.9 _7r�� Series 850-S, 26 Gauge Door Assembly Max Size: 8'-8" x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 RO II 29018 Dwo T1006-S Rev B.odf FL12765 RO II 29018 install 850.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Certified Testing Laboratories Design Pressure: +46/-54 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 RO AE 29018 ER-09-0007 r.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 The State of Florida is an AA/EEO employer. copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterRdbor.state.fl.us. Product Approval Accepts: PWI WE eCheck M C4edit91 E http://floridabuilding-org/pr/P _app_dtl.aspx?param=wGEVXQwtDgsmFBcODh9XIlX8s... 12/28/2011 BRACKET ATTACHMENT CGNCRETE/rILLED BLOCK POVERS VEDGE-BOLT, 3/8 K 1-7/A• LONG STEEL+ HEX BOLT. GR.5, 7/8-16 X 1-1/4' LONG �1 HORIZONTAL •. HEABRGOM 8-7/1• VERTICAL HEAD1 OOM BRACKET �j MEAD STOP GUIDE •--' I - STEEL JAMBS I• 20'-0• MAX VALL OPENING HEIGHT ICLEAR OPENING) 26 GA CURTAIN SIDE VIEW (x)TOR PUSH-UP O ERATIGM 5-7/6' TOR NAND CHAIN OPERATIGM 6-5/11' FOR ELCC TRIC MERATIOM: 7-3/8• FOR OUTSIDE Or CHAIN DRIVE. 8-1/a- ADTE- RIGHT SIM DRIVE SHDVW BARREL ASSEMBLY e-3/�• 12'-0• MAXWALL OPENING v10TH 'CLEAR WENING) 1.� I RI.632 CUMMERCIAL WINDLOCK GUIDE TE/ BLOCK —SS CK HEADROOM RFl3UTRFn' OPENING. VERTICAL HOIIIDXTAL !EIGHT HEADROOM HEAMIGM THOU l7• 19• B'-0• OVER B -R• TIQu 19• 21, OVER l0'-0• THR) 20• 2r 14'-0- OVER 14'-0- THRU 21• 2T 16'-0• OVER THRU THRU 22• 24• OVER 18'-0• TRRU 23• as. 20'-0• I.IBa .438 Y .7I 05 MEv¢/$K) 90 •°R13 x .M'T(STEEL) .697 �91 ENO SLOT '4 oRN@CE vMMEN PLUG ELMD2%R.109 . ISTEEL) — AIL DRAWIN R E I�it-03 AYYROVAL DM A -GUIDE: ATTACH' AT. T •ULI -03 DM C NOTE REVI i N 6i T-09 CROUND • ALL COMPONENTS SWILL BE" IBB ALL COMPONENTS A653 STEEL V/MIN WINDBAR - FY-33 KSI GALVANIZED '�'° i`.. ]n6• HaE el. .;O.C. A. --j I.GGo 1.500 . PER,ASTM 1.500 A653 0-90. f{ a' .I05 � 2.00D 2' 1.145 � y �— 3.000 GUIDE LOCK S_._]LSElJ[a R 7/16• PLUG VELD JAMBS e 8 12' OL MAY USING 3/8' % 1• POWERS �pj WEDGE -BOLT ���� ]](( 22 Vw,, 11 SLOT e 12' OL. MAX 2' E526 DHOLE SEEJR7J 2• DETAIL APTION 1 2 12' H)LE r�Q12' OC. MA% B++ iOPTIRU ]LjNGypRIL ING SCREW'',vz SLOT SA — 21 fiA ELEVATION 80TTOM BAR ASSEMBLY M' IKITT wSTEEL xOTfd IMSIDE Fr KvV/H@i OPTION 3 12 GA L105) aux: LRcx M�r1aML Ar EAIar ENmGUIDE MOUNTING DETAIL LORE v�•p rwv —T V.. IUNG NR Il]fATED AT EAW EMD AND NIDOIE AMaE UPt I LARGE MOUNTING PLATE CURTAIN PANEL BnEMEDGTE SDMaE Bar 10• i I CINSTALL ON BOTH JAMBS rOR BRACKET ATTACHENT TO STEEL JAMBS OF METAL BUILDINGS) DETAIL A ASTM A653 GR SO ZINC COATED STEE ASTRA(iAL� LOCATED r2• MAX DL STEP PLATE CAT EACH ENO) 90' MATERIAL, 53 G60 AST A6 STRUCTURAL STEEL, PRE -PAINTED WITH FULL COAT OF PRIMER LAND BAKED SILICONIZED POLYESTER FINISH COAT 26 GA CURTAINDETAIL .250 .100 J—I GRADE 50. CLASS I 2X R.109 THESE 13)Fu1ENTIAL GOLllENTS SUrt[T7ED lY JAtuS (:RiALN OFORNATIIN IF A PR3PFUXTARY NATURE AND INY /pT BE R6YApCEp OT C)SEO TO MN4iKTI1RE AC1TXDfi IN PAiIT OR TN VIU.E FOR µY TNEEXPRESO SEPEpT 1IµSSIRTMI.M�N15 fvMIE1G MUT YREr� LIpORRQ7iI fNs ENGINEERING WITHOUT PART IaAM1EHD NATENN., Ty 0 .115 (11 GA) 90• 3.036 'C.. SEE SHEET 2 FOR NOTES UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES ARE, DECIMAL FRACTIONS ANGLES HOLE DIAMETERS XX ±,03 t 1/16 t 0' 30, UNDER .251 *;o a XXX t.005 .251 to .500 1.006 -.003 OVER .500 83 Or BECKY NELSON 1-31-03 ON MILLS 1-31-03 'PRDVED DON MILLS 1-31-03 JANUS INTERNATIONAL CORPORATION 134 EAST LUKE ROAD TEMPLE, GA 30179-4435 770562-2850IFax 770-562-2264 © 2007 Janus IMemational Corporation All Rights Reserved CERTIFIED WIND LOAD RATED 26 GA SERIES 3100 DOOR ASSEMBLY MAX. SIZE 12'-0' X 20'-0' _>� DRAWIw T 10 0 4 B NONE •J %'L���'-•ii di J.t Wising 4 1/4— REV DESC IPTION -DATE APPROVAL DRA C.D;rING CONCRETE C3141.1 WING RELEASE _31-M3 ON OR FILLED BLOCK —B. GUIDE ATTACH AT- TOE H_'3_ D E.ISTIP STEEL IS ADD -GUIDE OPTION � , " B 11 G p- -ffl.4 DM, " —4 1 4' EXIS EEL IN 4 111' EXISTING c STE & L .... ... POWERS WEIGE-BELT THICKNESS e 12' O� mx e., 1489, "'MNT OF 3-1/2' IN BASE MATERIAL. S 11 DRILLZNG -DRILLING '-DRILLING SCREW 7* S REV 1/4-14 X V SELF SELF e I SCREW&­4 X V 1/4-14 X I- IT 12' D.C. QC. MAX (BOTH �TmHsl C TAIN e- C TAIN 2. a- JL I - CURTAIN I CURTAIN 318' VINDLDMS ATTACH 3/8- N Ell ATTACH I.DLOCK. ATTACH ATTACH -4 , . .,B. I .17. 2 EACH 3116.. WITH 2 EACH 3/16-0 3/6' 44 1. 2 EACH 3116j. '5" COATED RIVETS -ZINC COATED RIVETS -ZINC COATED R a * RIVETS -IBC COATED RIVETS -ZINC T WINDL13CK e EVERY OTHER ­STM �E FIdINY vm� CQ.TION VINDLOCK @ EVERY OTHER DI'ENM WIDTH CORRUGATION WINDLDCK @ EVERY - I ".• —H- CORRU(iATION INDLOCK @ EVERY OTHER CURTAIN SHEET I3ORRUGATION WIDTH OPTION I OPTION 3 4 OPTION 2 CONCRETE/FILLED BLOC( �,DS STEEL jMRS RH GUIDE MOUNT SHOWN LH WIDE MOUNT SH OWN rT �4:�- Vy -217 (PLF) Vy 1217 (PLF)— Vy -217 NLF)_ Vy -217 (PLFI N IjSSSSS 7 V. -1011 �PPL F, 3 V. .1 "PLF� j V. -1182 LF) CURTAIN V. -1182 ft F CURTAIN V' 182 CURTAW CURTAIN V- -IDII (PLr) V. _D.` (fLF) STIC VMV Vy -247 WLF) Vy -247 (PLY) -117 IF) Vy -247 THREE 3� POVEIS, DOOR MOUNTING BRACKET DETAIL (PLY] WEDGE-BOL. .1 1 NIN. ENvEmNENr IN OPTIM I STEEL JAMBS OPTION 3 -If. Z GM!�RETE/FILLEB BLOCK JAMBS L. I.E NIT,,NT ;NOWN STEEL "MZSLTERImPisFn LOAD DIAGRAM STEEL. rERT—V g FILL cELI. — .1 GENERAL NOTES 8 DESIGN BASED [IN CERTIFIED TESTING LABORATORIES, INC., TEST REPORTS IL GUIDE TO JAMB ATTACHMENT FASTENERS BEGIN 4' FROM NCL CTLA-ID24W F13R THROUGH GUIDE ATTACHMENT TO JAMB AND 1. THIS ROLL -UP B013R SYSTEM IS DESIGNED IN ACCORDANCE WITH THE FL13RIDA NO. CTLA-1194V FORME OF GUIDE ATTACHMENT TO JAMB. FL13OR AND END AT TOP OF WALL OPENING BUILDING CODE. 12. TEST DOOR WALL OPENING SIZE. 12'-0' x a, -a,. ?_ THIS ROLL -UP DOOR HAS BEEN TESTED IN ACCORDANCE WITH ASTH E-330 AND 9 ANCHOR NOTES. COMPLIES WITH ANSI/DASMA 108. A. EMBEDMENT LENGTH DOES NOT INCLUDE STUCCO FINISH. B. FOR HOLLOW MASONRY, FILL ALL CELLS @ ANCHOR WITH 2500 PSI GROUT. DESIGN LOAD . *36.0 PSI. C. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS 41.0 SPECIFICATIONS 3- WIND LOADS FOR BUILDING OPENINGS SMALL BE DETERMINED BY A PROFESSIONAL 10 DOOR OPERATION TYPE M BE PUSH-UP, HAND CHAIN OR ELECTRIC ENGINEER USING APPROPRIATE WIND SPEED AND DESIGN CRITERIA. THIS DOOR MAY BE USED WHERE THE DESIGN LOAD MEETS OR EXCEEDS THE DESIGN LOAD FOR THE BUILDING OPENING 4. THESE CONFIDENTIAL DOCUMENTS 1ART MGM SLPERIMPOTED LOADS ON THE JAMBS FROM THIS DOOR ARE DESIGNED AS V IT NA, NOT BE MRODUCD _t=T%D ��IV IN PROIiuETANY MATLmE AND VY HEREM CONTRACTORS SHALL HAVE BUILDING ENGINEER VERIFY . WHOLE FIR MIT JANUS INTERNATIONAL CORPORATION ADEQUACY 13F BUILDING STRUCTURE T13 RESIST SUPERIMPOSED LOADS Vx, Vy 77=DVRRFPr�S3 mTMNT.Y= IS NECESSARY FOR PREPARATION OF BIDS OF ENGINUSUNIi WITHOUT -TER— 134 EAST LUKE ROAD TEMPLE. GA 30179-4435 WHICH My RECALL DOCUMENTS AT MY TIME. AND BRACKET LEADS SHOWN. - — Ap� Y"""' 77D-562-2850/Fax 77D-562-2264 S. ALL WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS ACCORDANCE UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES 2DO7 Janus Intem8donal Corporation AH Rights Reserved WITH A.VM SPECIFICATIONS LAIN TEST EDITION. ALL WELDING ELECTRODES SHALL ARE- LMYT OF MEA$URI) fY1NFURN TO OLV.S. ASA GRADE E-70. CERTIFIED WIND LOAD RATED 6 DOERS SHALL BE PROVIDED WITH LUCK MECHANISMS AT THE OPTION UP THE DECIMAL FRACTIONS ANGLES HOLE DIAMETERS Arp �m_ DATE 26 GA SERIES 3100 DOOR ASSEMBLY OWNER. xx t.03 1/16 0* 30, UNDER .251 - OD40PA X -:003 BECKY NELSON 1-31-03 MAX. SIZE 12'-G' 20-01 7 ALL BOLTS AND WASHERS SMALL BE GALVANIZED OR STAINLESS STEEL WITH XXX ±.005 -.OG6 A MINIMUM TENSILE SIR .251 to .500 110 s' 1" 1 - 1004 IRCEv' STRENGTH IF 6G KSL OVER .500 *408 DON MILLS 1-31-03 B 403 mvm DON MILLS 1-31-03 NONE 2 2 ............ 0 Janus ------- JANUS INTERNATIONAL CORPORATI(IN L 134 EAST LUKE ROAD 13374 WEST PEORIA AVENLto'-. o TEMPLE, GA 30179-4435 SURPRISE, AZ 85379-9724tP International o PHONE 770-562-2850 FAX 770-562-2264 o www,janusinti.com COMMERCIAL DOOR INSTALLATION INSTRUCTIONS SERIES 31.00 PUSH-UP OPERATION SERIES 3100 SHOWN 7 LEFT TENSION END SHOWN RH OPPOSITE r BOTTOM BAR ASSEMBLY', FIGURE I Rr6HT DRIVE END 514OWN b4 OPPOSITE FIGURE 9 DOOR CURTAIN..., ............... e)i CAST AXLE SUPPORT BRACKET - 1-5,116- HAND CHAIN OPERATION ONE EACH -'I PrDOOR C, SERIES 3100 I STAMPED AXLE SUPPORT - 1-5,116- i PUSH-UP & ELECTRIC OPERATION ONE EACH PER UUUK SERIES 3100 TENSIONER ASSEMBLY 1-5/16' ONE EACH PER DMR SERIES 3100 .... ..... .. . . ......... .�'�/J it SLIDE LOCK HEX BOLT 1/4-25 X 1. STEP PLATE BEITT09" BAR NYLON INSERT NUT 4-20 Ji E ASTRAGAL HEX NUT 5/16-18 v FLAT VASHER 1/4' plaft'Walb roll u.. IMPORTANT N E61not cuffto rj.W. hold6jhp'.'d Nqft 'rMfVN are cflraelod todo.iso In step 14B. Janus Internoffo'nc on q ep re -ore nofCorrak it,, 1guarC 0,100 sp6i�ft for d(56is installed asbirpoled. Please . ­ � , i m lWon of read and undersf6 bWrri�lq POTENTIAL HAZARD EFFECT PREVENTION DO NOT stand or walk under moving door.:: a i0u Keep door in full view and free of obstructions , 4CAN CAUSE SERIOUS while operating. 4 INJURY OR DEATH y, ; DO NOT allow children to operate the door or door controls. MOVING DOOR 77 CAN CAUSE SERIOUS Turn off electrical power before removing ,} fi BURNS OR DEATH operator cover. Operator must be electrically grounded. FIECTRIC OCN Installation, repairs and adjustments must be oQ' CAN CAUSE SERIOUS made byy a trained rolling service door systems technidan using tools and instructions. INJURY OR DEATH proper DOOR MUST BE FULLY OPENED WHEN MAKING ADJUSTMENTS. E%TREME 57RING TENSION TABLE 1: Wall Fasteners for Jamb attachment of Brackets and Guides REM IAMB FASTENERS DRILL SIZE Steel 31ti-16 x 1r1/4' Hex Bolt and Nut 7it6' Brackets Concrete or Filled Block 31W x I-314' Powers Wedge -Bolt Powers 01316 Steel 114-14 x I' TEKS Screw None Guides Concrete or Filled Block 316' x 4' Powers Wedge -Bolt 319' X 1W OJ1LL O O SERIES 3100 MOUNTING PLATE (2 REQUIRED FOR STEEL JAMBS ONLY) O O O MOUNTING PLATE EVEN WITH EDGE OF OPENING MOUNTING PLATES TO BE LEVEL BOLT HEAD ORIENTATION NOT CRITICAL O SERIES 3100 MOUNTING PLATE (2 REQUIRED let Ar r, PA FOR STEEL MOUNTING PLATE - to, o JAMBS ONLY) INSTALLATION c� FIGURE 2 STOP OF OPENING Q MOUNTING PLATE EVEN WITH EDGE OF OPENING EDGE OF OPENING DE, FASTENER LOCATIONS FOR OPTION 3 FASTENER LOCATION ATTACHMENT TO FOR OPTION 1 MINIMUM 14 GAUGE I I I STEEL JAMBS I t_ STEEL JAMBS 'L— MOUNTING PLATE BOLT C4-1/4') (4-1/4') CURTAIN WIDTH + 4' (OPENING WIDTHS THROUGH 12') CURTAIN WIDTH + 3-3/4' (OPENING WIDTHS OVER 12' THROUGH 16') OF OPENING GUIDE INSTALLATION . FIGURE 3•;: FASTENER LOCATION FOR CONCRETE AND FILLED BLOCK JAMBS AND FOR OPTION 2' STEEL JAMBS. SERIES 3100 ' GUIDE CROSS SECTION SHOWN IN MOUNTING PLATE AREA, '� CLEARANCE CHARTS SIDE ROOM REOUIRED• FIGURE 4 OUTSIDE OF BACK OUTSIDE OF BRACKET OUTSIDE OF 4 OF BRACKET DRIVE END HAND CHAIN EACH END OPERATI❑N GUIDE TENSIONER END (NON-TENSIONER) DRIVE OF AXLE Push-up 4-1/4' 5-7/8' 5-7/8' — 8-3/4' 3100 DOOR Reduced Hand Chain 4-1/4' 5-7/8' 6-5/8' 8-1/8' 8-3/4' SERIES Electric 4-1/4' 5-7/8' 7-3/8' — 8-3/4' wDimenslons are taken from edge of opening EDGE OF OPENING EDGE OF OPENING END OF AXLE CLEARANCE END OF AXLE CLEARANCE OUTSIDE OF CHAIN DRIVE-i OUTSIDE OF DRIVE OUTSIDE OF TENSIONER I BRACKET CLEARANCE BRACKET CLEARANCE I�- i I I I e I I Tensioner 4 Drive End End Shown (Non-Tensioner) Tensioner end and drive end Shown can be Installed at elther _ end of door assembly, T. BACK OF BACK OF GUIDE CLEARANCE I GUIDE CLEARANCE HEADROOM FOR 3100 OPENING VERTICAL HORIZONTAL HEIGHT HEADROOM HEADROOM THRU 8'-0' 17 ' 19' OVER 8'-0' 19' 21' THRU 10'-0' OVER 10'-0' 20' 22' THRU 14'-0' OVER 14'-0' 21' 23' THRU 16'-0' OVER 16'-0' 22' 24' THRU. 18'-0' OVER 18'-0• 23' 25' THRU 20'-0' r HORIZONTAL HEADROOM a � Cr(�e O s �D e O VERTICAL. HEADROOM �3 r BEARING CARRIAGE 1/4-20 X 5/8 ' BOLT MOUNTING PLATE TENSIONER ASSEMBLY - 1-5/16' (STEEL JAMBS ONLY) .i•" FLAT WASHER 1/4' p 11 ° DOOR O } ° \ BRACKET DOOR ASSEMBLY I� AXLE 1-5/16' O DRUM 12' SERRATED FLANGE 4 HEX NUT 1/4-20 - O � HEAD STOP j � i SERIES 3100 CARRIAGE BOLT ALL ❑PERATI❑NS 3/8-16 X 3/4' NYLON INSER\ TENSI❑NER END HEX NUT 3/8-16 ��� �' I ASSEMBLY INSTRUCTI❑NS FLAT WASHER 3/8' FIGURE 5 . . LOCK WASHER 3/8' 1 v FLAT WASHER 3/8' HEX BOLT - GRADE 5 GUIDE 3/8-16 X 3/4' BEARING CARRIAGE BOLT \\ 1/4-20 X 5/8' V.MOUNTING PLATE STAMPED AXLE SUPPORT - 1-5/16' _ (STEEL JAMBS ONLY) FLAT WASHER 1/4' ° DOOR ° BRACKET \ I DOOR ASSEMBLY 0 AXLE 1-5/16' DRUM 12' SERRATED FLANGE HEX NUT 1/4-20 O HEAD STOP I i SERIES 3100 /� 4d, CARRIAGE BOLT PUSH-UP ❑PERATI❑N NYLON INSERT 3/8-16 X 3/4' N❑N-TENSI❑NER END HEX NUT 3/8-16 ASSEMBLY INSTRUCTIONS !� FLAT WASHER 3/8' i FIGURE 6 LOCK WASHER 3/8. FLAT WASHER 3/8' HEX BOLT - GRADE 5 GUIDE 3/8-16 X 3/4' .�x�. •••.•.•.� . ,��x jW t• 14 iO�90 f,�� CAST RING GEAR BEARING 63 TOOTH % HEX BOLT - GRADE 5 3/8-16 X 1-1/2' ti HEX BOLT �� LOCK WASHER - 3/8' 3/8-16 X 3/4' \\11 .— CAST AXLE CHAIN HOIST \` ASSEMBLY MOUNTING PLATE (STEEL JAMBS ONLY) r ° FLAT WASHER 1/4 DOOR T sl BRACKET I I SERRATED FLANGE \ HEX NUT 1/4-20 ti g HEAD STOP `\\ NYLON INSERT \� HEX NUT 3/8-16 FLAT WASHER 3/8'-"-_— -_ LOCK , \ Y WASHER 3/8'-:: FLAT WASHER 3/8' HEX BOLT - GRADE 5 3/9-16 X 3/4' DOOR ASSEMBLY I DRUM 12' AXLE 1-5/16' •� ��` LOCK WASHER - 3/8' SQUARE HEAD CUP POINT \ SET SCREW 3/8-16 X 1' \� CARRIAGE BOLT 1/4-20 X 1-3/4' SPACER 1-I/4' O.D. X 3/4' L CARRIAGE BOLT SERIES 3100 3/8-16 X 3/4' REDUCED HAND CHAIN ❑PERATION DRIVE END GUIDE ASSEMBLY INSTRUCTIONS FIGURE 7 CHAIN KEEPER 72 TOOTH'#41 SPROCKET CARRIAGE BOLT SPACER 1/4-20 X 2-1/2' MOUNTING PLATE 1-1/4' G.D. X 3/4' (STEEL JAMBS ONLY) f STAMPED AXLE SUPPORT - 1-5/16' FLAT WASHER 1/4' DOOR ', �, \ BRACKET BEARING AXLE 1-5/16' DRUM 12' I SPACER (3) ' 1. O.D. X 2-3/8' L STRUT (3) 9' L X 2-5/8' OFFSET DOOR ASSEMBLY 0 •� LOCK WASHER 3/8' SERRATED FLANGE 1. i Imo, HEX NUT 1/4-20 �._�___,_� +Z Fri' n HEX BOLT - GRADE 5 3/8-16 X 3-1/2' � 1 `\`�„�'/' i HEAD STOP FLAT '•CARRIAGE BOLT 3/8-16 X 3/4' SERIES 3100 ' NYLON INSERT"",, .� HEX NUT 3/8-16 WASHER 3/8' ,1,� ELECTRIC ❑PERATI❑N END \ LOCK E GUIDE INSTRUCTIONS �. WASHER 3/8' ASSEMBLYV \\� Q1XO FIGURE a FLAT WASHER 3/8' HEX, BOLT - GRADE 5 3/B-16 X 3/4' ....•... �� • Td IF F~ ' W iE SERIES 3100 STEP 1: WALL OPENING door to ba' ihsTalle ? A. Check wall opening width and height and verify these measurements against size of B: Verify that jambs are plumb. '' ��: '• �hq , ;�r. . %� ''•, ' C. Check floor and header for level. •' D. Check for adequate side clearance at jambs and clearance above and at sides of header. See CaeardAcechasts`.':• figure 4 for minimum requirements. E. Verify that the guide mounting surface on the jamb is flush. F. Make sure all parts required for installation are with the door. STEP 2: MOUNTING PLATES A. If door will install to steel jambs, mounting plates for the door brackets are required and may be welded or bolted to the jambs. B. Top of mounting plates should be located 10" above top of opening and be level with each other. Side of mounting plates should be even with edge of opening. If opening width is off, adjust locations accordingly. See figure 2. C. If mounting plates are bolted to jambs, do not use a flat washer between bolt and mounting plate. See figure 2. r dnv opera Irk riibinstqij�d on ether end of door assembly. I STEP 3: BRACKETS TO GUIDES A. Attach door brackets to guides, locating top surface of bracket 2" below top of guide. Use 2 each 1/4-20 x 5/8" carriage bolts,1/4-20 serrated flange hex nuts and 1/4" flat washers per bracket for tensioner end and the non-tensioner (drive) end for push-up operation. See figures 5 and 6. B. For reduced hand chain drive end, install drive bracket with 2 each 1/4-20 x 1-3/4" carriage bolts, 1/4-20 serrated flange hex nuts and 1/4" flat washers. Insert 1 each 1-1/4" O.D. x 3/4" long spacer tube between guide and bracket at each bolt location. See figure 7. C. For electric operation drive end, install drive bracket with 2 each 1/4-20 x 2-1/2" carriage bolts, 1/4-20 serrated flange hex nuts and 1/4" flat washers. Insert 2 each 1-1/4" O.D. x 3/4" long spacer tubes between guide and bracket at each bolt location. See figure 8. STEP 4: GUIDES AND BRACKETS TO JAMB A. Brackets and guides must be attached to jambs using fasteners shown in table 1. S. The guides should be mounted centered about the opening and spaced curtain width + 4" apart for opening widths through 12' or curtain width + 3-3/4" for opening widths over 12' through 16'. This spacing is measured from back of guide to back of guide. See figure 3. Both guides must be plumb. C. Once both guides have been correctly positioned, attach them to the jambs using the appropriate fastener at each hole location. See table 1 and figure 3. D. Check top surface of brackets to verify they are level with each other. If they are not, loosen the bracket -to - guide attachment fasteners and slide bracket(s) vertically until level. Tighten bracket -to -guide fasteners. E. Install 3 bracket -to -jamb attachment fasteners for each bracket. See table 1. STEP 5: TENSIONER END A. Using tensioner assembly's spring roll pin located in knurled wheel, rotate upward in the direction that clears the axle. B. Slide tensioner assembly over axle, with arrow pointing toward wall. Release pin. 5ee figures 5 and 9. 6 4 4,rq �-' ,- SERIES 3100. A ••'• �" STEP 6: PUSH-UP NON-TENSIONER END 9 �. . u A. Slide stamped axle support over axle, with arrow pointing toward wall. See figures 6 and 9. STEP 7: REDUCED CHAIN DRIVE END "`. '• �� A. Fasten 63 tooth cast ring gear to drum using 3 each 3/8-16 x 1-1/2" grade 5 hex bolts and 3/8"'idtKvrashers. 4�'+ B. Install 2 each 3/8-16 x 1" square head setscrews in the threaded holes in the cast axle support bracket. • '', These will be tightened against the axle later. C. Slide cast axle support bracket over axle. See figures 7 and 9. STEP 8: ELECTRIC DRIVE END A. Locate 3 each 1" O.D. x 2-3/8" long spacer tubes and 9" long x 2-5/8" offset struts between 72 tooth #41 sprocket and drum. Attach sprocket with 3 each 3/8-16 x 3-1/2" grade 5 hex bolts and 3/8" lock washers. B. Slide stamped axle support over axle, with arrow pointing toward wall. See figures 8 and 9. STEP 9: LIFTING DOOR ASSEMBLY A. Orient door with bottom bar located at 12 o'clock position. B. Lift door assembly using a forklift that has padded forks in order to prevent damage to curtain. C. Position door on brackets with tensioner and axle support resting safely on top of bracket flange. D. Door should be positioned as close as possible to the header and still be able to rotate and clear bottom bar. E. Each end of door should be equal distance from the header and the curtain must be centered in the opening. STEP 10: TENSIONER END A. Attach tensioner assembly to door bracket using 2 each 3/8-16 x 3/4" grade 5 hex bolts, 3/8" lock washers and 3/8" flat washers. See figures 5 and 9. STEP 11: PUSH-UP NON-TENSIONER END A. Attach stamped axle support to door bracket using 2 each 3/8-16 x 3/4" grade 5 hex bolts, 3/8" lock washers and 3/8" flat washers. See figures 6 and 9. STEP 12: REDUCED HAND CHAIN DRIVE END A. Attach cast axle support bracket to door bracket using 3/8-16 x 3/4" grade 5 hex bolt, 3/8" lock washer and 3/8" flat washer. B. Position chain hoist assembly on door bracket next to cast axle support and attach to door bracket using 2 each 3/8-16 x 3/4" grade 5 hex bolts, 3/8" lock washers and 3/8" f.lot washers. The spur gear on the hoist will engage with the internal teeth of the cast ring gear on the end of the drum. See figure 7. C. Connect cast axle support bracket to side of chain hoist using 3/8-16 x 3/4" hex bolt and 3/8" lock washer. See figures 7 and 9. D. Feed hand chain over chain pocket wheel and through hoist. Connect ends of hand chain, being careful not to twist chain. Hand chain may be lengthened or shortened as necessary. E. Install hand chain keeper on wall or jamb. STEP 13: ELECTRIC DRIVE END A. Attach stamped axle support to door bracket using 2 each 3/8-16 x 3/4" grade 5 hex bolts, 3/8" lock washers and 3/8" flat washers. See figures 8 and 9. STEP 14: SETTING SPRING INITIAL TENSION A. Rotate door 1-1/2 revolutions in the direction that would send the bottom bar down through the guides. B. While firmly holding the door at the bottom bar, cut the tape and plastic wrap that holds the door in a coil. Direct the bottom bar down into the guides, stopping just past the head stop area. 7 SERIES 3100 STEP 15: HEAD STOPS A. Slide head stop from outside of each bracket. See figures 5 through 8. B. Secure each head stop to bracket with 3/8-16 x 3/4" carriage bolt, 3/8" flat washer and 3/8-16 nylon insert hex nut. STEP 16: SLIDE LOCK, STEP PLATE AND PULL ROPE A. Lower bottom bar and install slide lock and step plate using 2 each 1/4-20 x 1" hex bolts, 5/16-18 hex nuts, 1/4" flat washers and 1/4-20 nylon insert hex nuts. Do this at bath ends of bottom bar. See figure 1. B. Transfer the 1/4-20 x 1/2" carriage bolts and 1/4-20 serrated flange hex nuts that were removed from both ends of the bottom bar to the 2 holes at the center of the bottom bar and angle. C. For push-up operation only, install rope in one of the hales at the center of the horizontal leg of the bottom bar angle. STEP 17: P05ITION DOOR A. Fully open door. B. At both ends of the door, slightly loosen all 3/8-16 x 3/4" hex bolts that go through the door bracket and connect to the tensioner, axle support and chain hoist. C. Push door assembly as close as possible toward header and still be able to rotate freely. Each end of door should be equal distance from the header and the curtain must be centered in the opening. D. Tighten securely all 3/8-16 x 3/4" hex bolts that were loosened in step 178. E. Tighten all.3/8-16 square head setscrews in tensioner and axle support at both ends of door. STEP 18: CHECK DOOR OPERATION A. Lower and raise the door to test door operation and balance. B. If door is easy to close, but hard to open, increase spring initial tension. C. If door is hard to close, but easy to open, decrease spring initial tension. STEP 19: ADJUST SPRING INITIAL TENSION A. Loosen all 3/8-16 square head setscrews in tensioner and axle support at both ends of door. B. At tensioner end, place pipe wrench around end of axle so that pulling down on the handle will rotate the axle to increase spring tension. C. To increase spring tension, pull down on pipe wrench. The tensioner will automatically grip the axle and hold the new tension setting. D. To decrease spring tension, momentarily pull down on pipe wrench and then lift the spring roll pin on the tensioner's knurled wheel. Gently let up on pipe wrench, allowing the axle to rotate to reduce the tension. While holding the new tension, release the tensioner's spring roll pin. The tensioner will now grip the axle and hold the new tension setting. E. Tighten all 3/8-16 square head setscrews in tensioner and axle support at both ends of door. F. Remove pipe wrench and operate door. G. Repeat steps 19A through 19F as necessary. STEP 20: WARNING LABEL tj1X l;lu A. Install warning label at a readable height on the drive side door guide or jamb. ✓ ' &'k 9 y s � 9 ! .4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT'FOR: OSTDS New APPLICANT: Ernie Levitt PROPERTY ADDRESS: Waldo Pepper Dr Port Saint Lucie, FL 34987 LOT: 44 BLOCK: PERMIT #:56-SF-1384133 APPLICATION #: AP1056212 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR863552 an LL SUBDIVISION: Treasure Coast Air Park PROPERTY ID #: [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN. ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS 0[ ]DOSES PER 24 HRS #Pumps [ ] D [ 333 ] SQUARE FEET SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND [ ] I CONFIGURATION: [ ] TRENCH [x] BED [ ] N F LOCATION OF BENCHMARK: orange spot on paved circle I ELEVATION OF PROPOSED SYSTEM SITE [ 15.0011 INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 13.001[ INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT ■ D F O T H E R ILL REQUIRED: L 4b.UU1 INCH45 PAURVA'1'IU14 r-MWU-LA6LJ: L 04.UU J -L VUn1!ib Performing Lift Dosing. Pumps must be certified as suitable for distributing sewage effluent. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E-6.013(3)(f), FAC. SPECIFICATIONS BY: I in W Tu TITLE: Environmental Specialist II APPROVED BY: LE: Environmental Specialist II Kevin W Turner DATE ISSUED: 01/12/2012 EXPIRATION DATE: DH 4016, 08/09 (Obsoletes all previous editions which may not be .used) Incorporated: 64E-6.003, FAC' v 1.1.4 AP1056212 SE859294 St. Lucie CHD 07/12/2013 Page 1 of 3 NOTICE OF RIGHTS y A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN # A02, Tallahassee, Florida 32399-1703. The Agency Clerk's facsimile number is 850-410-1448. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. 01/12/2012 21:57 7728734893 ST LUCIE HEALTH DEPT PAGE 01 PERMIT APPLICATION TO G ►` '` . 6 � o� 30�' CONSTRUCT, REPAIR, MIODIFY, well Permit #:OSTDS Permit #: OR ABANDON A WELL Fee Amount: o �St Lucie County Health Department This farm must be gomplated by the Date Paid: Environmental Flvalih — Water Pmvprdma cirt(tlsd well contractor for appmvar CUPfW UP * $150 NW Atilm Oft Pot OL Ludo, -FL 34083 prior to well construction. A�w *~. nr Leo Now of Pffl"" Owner 'w ;9.V.02/ mm:1.7 Sidi. ZIP ► Owner Pmm No. ..►.N.NN.9.............. N0...NN....... N..NNN....N.......N...N.N...............N.......1......-..\.NN...\.NII..N....NNN...1..... N...,.. N.NN•.N.NNNN...N...1 �• PROPOSED WELL: Now ❑ Replacsmant ❑ Abandonment ❑ Ropalr ❑ OthvC N.•..N.N....N.........NN.. M. ... H..N..N.NN..NIN./........................... ......N N...I.NNN.......NN.N..N.N.N1.....N.............N.. N.......... N. N►.\......\.\• 8« WELL TYPE: Single Family Dttnk(np ❑ Single Family Irrigation r❑ DOH Public Drinking p oupled < 15 semen Connsctbne/Serves Isar Ow zs paoplar or Bustnasa doe. aWtsqWIJ:).QffiWk0A t...J PEP Public Drinking P 15 Service ConnocIlIm (r Serves 25 p®ople or more) - VYUP Rpuhd PARJI E ❑ CommOrOW Irrigation. WUP Rsq ❑ Monitor —ay 0 Other wNM1\NIN.N.NNn..... .......................... NNNNNNq...N.N..NNN...............q..1NNN.NO.NNNNN.NN...... ........7AN..�...ZDiZ........ T. SITE IS ON: ❑ SEWER SEPTIC PROPOSECD DISTANCE TO SEST SEPTIC OR IC SEWER UNE: Permit UP required ? YES NO (If YES WUP must bit unty Health Department �• CUP/IfVUP: 1s a Water Use a tW ) q ENVIRONMENTAL HEALTH DIVISION ©• CONSTRUCTION METHOD: Rotary Other (Explain): GROUTING METHOD: entonite ❑ Cement er (Explain): I1.WELL CONSTRUCTION: ❑PVC 0131k Steel alvanlzed ❑ Other (Explain): 1?A, CAS[NO DIAMETER (SIZE): �� � 13• ESTIMATED: TOTAL DEPTH Yr SCREEN INTERVAL FROM' TO — `,,r, .NI\\\...........N..\...N..........................................................................-....................................1....................................... provide tits driller name, permit nww. w, and sadmeted wne dt711np or abendanmeni wis bwn panaa jM&jWW. it =%budw does not occur and SL.CHD Is not nail ied and an fee will be assssud. on or 0 and Am s» proposed vMI {option and dhlancee to analla tlusdklp SWOalrea, nsiphbortnp aslltle SPUM s and/or saw pass or sower systoMe, and al otter applicable "Mocks per Flotilla SbbrW ...•\N....NN..\. N.......... .\...N..N.....N\NN.N.NNH.NN...N..NN...N........NN..NN...r..N...N....N..N.NNNN...N.......••.•............................... WELL CONTRACTOR PERMIT AGREEMENT: i OWNERIAGENT PERMIT AGREEMENT: .1"cry"I wri e+oe+Oril sn apO=W Mte d 71tie 40. FkvW Admtnluratia Code, and vat : I wo M9 I am are owner of aw prapirtr, Wrt Me kftmetim a wlr w P +k or.reedr.eetwp.I+w►eIL a.,..m.e..te E. oburirwd e ro EOAptweamMd or wa : pI~ I. ao WW,. Gee ewe I sn► ewers of my rMPWOWPSW. undw �porreeselsa► I sue am* ail a1 wfbeoe n►wermw In Rub 4064, name AWnin UnIn Cods tFACI. : aapw >tFi. �1MIde aww.., b nw4iMn a yrvperly sbendon vYs tip Flit ; and 9249. FAC.ON be msinsabns. It MOM sstbad,s a&vd be mshwrd. oranwm ; wsR ot. I dr/r twat I sm h pant br MIs ;NMI 90bs hbumaw 1Mt d b�I a a0 e/aR a aPPM41or and atfdle0 np�br to d t r►raiw ny brm.Yon Prd�+d en , "V" b aeai *j% wd area I taw Wamad ws W~ of rie C 4"O" n le @=" Md 1W t w0 obWn nK 0pp el rwm oYw f9dwr. GUM, Or rod ; Fp 1— sa sled ebore. ON W ONS" to pwow" ar the iponsanram" was I ow fTkQ w rw ,s� be Comm ft CUM lr.L sell u+. d.Npsad.a•�r wr,r� DOFF or a nvNNWd*A axwe b Mn w.11 db. 00 Signature of WON Conno w Ltcenes No. Cate i ow;6 s arApento SipnahNs Dal® ... ...................,..........DO NOT WltiTE BELOW THIS I.1NE—FOR OFFICUL USE ONLY.................--......................... a rifts paRefn Is Afar vAWp uN71L NIOt■aAY 710MRfi ®r Au7MOA1Llo oPP�CE1t 4it piiflaawTATtVa Op TNI ar. LUCIE COUNTr NlJ1LTN OEPAriTMEN>r '�arnrlt Apvrvv.d munm to dospat septic $ysh m or MW par. s, Issue Date: WON Construction Momw: Grout Material: mpecOOA Carrrrlanb: _J4oaeved Or. Dale: .CHO Aar 1113107 SUPERVISOR REVIEW: l Version 2. 7 (612 !/11) bi TLA / DJE PRIME STEEL BUILDINGS ` 1 August 4, 2011 PRIME STEEL BUILDINGS Proiect Name: E. LEAVITT 3840 W. HILLSBORO BLVD. #207 Buildings: A->50'-0"x50'-0"x15'-0"(RCG,1.0:12) DEERFIELD BEACH, FL 33442 Attn.: BRANDON ANYZESKI l Proiect Location: FORT PIERCE, FL 34987 � NBS Proiect #: S1100382AFesjgne This Letter of Design Certification ensures that the materials furnished by the metal building supplier arec in accordance with the information specified to the metal building supplier on the order documents and summarized by the loading information listed below. The Project Engineer of Record (not the metal building supplier) is responsible for verifying that the building code and design loads meet any and all applicable local requirements. The Professional Engineer whose seal appears on this Letter of Certification is employed by the metal building manufacturer. and does not serve as or represent the Engineer of Record for this project and shall not be construed as such. DESIGN LOAD CRITERIA: Structural Loads Applied in General Accordance with: Florida (FBC 2007) MBMA Occupancy Importance Classification: 11 - Standard Buildings _ PROJECT -WIDE LOADING INFORMATION: Ground Snow Load: --- Snow Exposure Factor,Ce: --- Roof Live Load: 20.0 psf Reduc_ib_le_As_Per Code. Wind Velocity: 120 mph Wind Exposure: C Is Roof to meet UL 90 Requirements?: No Wind Importance Factor, Iw: 1.00 Seismic Criteria: Ss: --- S 1: --- Design Sds / Shc : --- Analysis Procedure: --- Seis. Imp. Factor, le: --- Basic SFRS: --- Seis. Design Category_ --- Site Class - Roof Dead Collateral Dead Bldg (psf)* Pri (psf) i Sec (p ................. .................................. :............................................. A € 3.0 1.0 1.6 i Mezzanine Information Floor Dead Load: N/A Crane Information: No cranes on building. Roof -Top Unit Information No roof -top units on building. Ct Snow Imp. Factor, Is: --- *Primary Structural Not Included �efyyLive Load: N/A w_ Jeffrey P. Barknian, P.E. 200 Whetstone Road Swansea, S.C. 29160 y�AFlorida P,E. No. 57272 The design of structural members supporting roof gravity loads is controlled by the more critical effect of roof live load or roof snow applied in accordance with the governing building code. DESIGN STANDARDS REFERENCED: Design Engineer: Mac McKenzie • AISC Specification for Structural Steel Buildings - Steel Construction Manual; 13th Edition. ( 2005. ,; • AISI North -American Specification for the Design of Cold -Formed Steel Structures, Latest Edition. �• MBMA Low Rise Building Systems Manual, Latest Edition. • AWS latest Edition of Structural Welding Code. • IBC codes are designed using the latest version of ASCE 7. • No buyout structural components provided on this project. Snow Wind Seismic .CS...........Ps.(ps?�.....Enclosure..............C.'.Cp�................R...........:..........CS............V (kips).. Enclosed t 0.18 --- --- 0.0 Floor Collateral L �C E N SF \� r- '� : No. 57272 ®` STA E OF