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HomeMy WebLinkAboutSUBMITTED PAPERS1. 2. 3. 4. 5. S 3 OFFICE U ate: %�� `Fee Due: Receipt# Permit # ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning 2300 Virginia Avenue ' Ft. Pierce, FL 34982-5652 SCANNED 772-462-1553 B SYt. Lucre county APPLICATION FOR ALUMINUM STRUCTURES PERMIT PROJECT INFORMATION LOCATION/SITE ADDRESS: Z 12 I'Rn q£y- S R 6aA ___ __j PROJECT NAME: Vyk SITE PLAN NAME: PROPERTY TAX ID #: LEGAL DESCRIPTION �`(attach heex`ttra sheets if necessary): _ I � 3� 4-D S / SL d� S L ea-,�ss Q 9 Vw - (_ i . G9 Act Cz PLAT 6. PAGE 7. BLOCK BOOK NO. NO. 9. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS _1 %7� G! x �s�• 11 I i�I•Z� , . C-CR� , 10. SETBACKS (ACTUAL) FRONT: BACK: -1, 07 RIGHT SIDE: z 5`-► LEFT SIDE: 11. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVER)t" OF STRUCTURE) r TYPE OF CONSTRUCTION N=New SG = Slab on Grade JUL-;4d,� A= Addition SR = Raised Slab c IR=Rebuild IWD=Woodbeck&)��D�4 v + N IME SIONS S QUARE FEET OF CONSTRUCTION SCREEN ROOM CCI�NEW EXISTING X �� C� 5 ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABrrABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ SUNROOM ❑ NEW ❑ EXISTING X ❑ SHED ❑ NEW ❑ EXISTING X ❑ POOL ENCLOSURE ❑ NEW ❑ EXISTING X ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER RYTQ'rTATr] ArV'CCCI%DV OT TfnTT ❑ NEW ❑ EXISTING' X ❑ OTHER: ❑ NEW ❑ EXISTING.11.1 X ❑ POOL FENCE Linear feet I TOTAL SQUARE FOOTAGE OF CONSTRUCTION I r-Sf5 q H 12. VALUE OF CONSTRUCTION: $ -11-600 °O 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.-are1not consistent with similar types of construction activities: - If the value is $2500 or mole,, a•RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 Rev. 31112009 , M1 OWNER INFORMATION � NAME: 2oxq U ,vim "r t)� ADDRESS: Z l P�'S 1 CITY: ��`�� �\ C� q STATE: l-- ZIP - PHONE (DAYTIME): (7 3�' �� / EMAIL: -- FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: - ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): ( ) CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT # ^I m !T b 6 �1 to � ` ST. LUCIE COUNTY CERT " c "73 BUSINESS NAME: Ste, Rp rl d 0. QUALIFIER'S NAME: w ' a . ADDRESS: f b fSd?.t UGC p CITY: ! f f`�� E' /� STATE: CL /� ZIP PHONE (DAYTIME): ( 7 �O �D d �% �� FAX NO. ��� 177" email: �CiG[/Vl! �i� ARtHITECI ENGIIQEER:,' S C DC��)7, ,r �. e.•e,,i Sew � CITY: 'C % Plt (r �,JOtte i- STATE: E7Y fOCLL' ZIP 33 PHONE (DAYTIME): (Z-2)-7 2- NOTE: W APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING REQUIREMENTS All suc'�structures,will be subject -to the,tquirements of the ST. LUCIE COUNTY DEVIyLOPMENT CODE. scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan. ❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for inspection verification. ( not required for construction unrelated to storms) OFFICE USE ONLY SECTION j q TOWNSHIP RANGE �� MAP NO. 1.14lq 1 Additional ZONING fprLAND USE LOT CVG % Permits D------ 4 i •� v REPORT ` O BIMS FEE $ MISC FEES ITOTAL FEES CODE " BUILDING & ZUN 1N u xE V llS W y` REVIEW FRONT COUNTER ZONING SUPERVISOR PLANS EXAMINER ` VEGETATION VALUE OF CONSTRUCTION USINGG ICC TABLE COMPLETE ATE to W II j It �o���I��'��1 '�I���•��. INITIALS PLAN REVIEW SPECIFICATION CHECKLIST PLEASE PROVI 1 ONE OF THE FOLLOWING: 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license. ❑ 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide To Aluminum Construction in High Wind Areas. ❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113. (I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WELL NOT BE CONSIDERED A PART OF A SUBMISSION. • All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x I I" or larger. • All relevant tables & details; if using a manual, must be properly highlighted and must match design checklists & drawings. • The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified thereon. • All elevations must be shown, including 4'' wall detail, dimensions and all material must be sized and identified. • All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"]. • All methods of fastening or other details which are relevant to the design must be identified on the Plans. • All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"]. • All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. • All ridge beams and super gutter or fascia attachments must be identified. • All roof pans or composite panels, with gauges and spans, must be sized and identified. • All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications. • All light metal alloys which are utilized shall be designed in with the Florida Building Code of 2007, Chapter 20, including 2006 revisions. • Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self-closing,.self- catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified. (B) 2 electric schematics, in accordance with the N.E.C., if applicable. (C) Design pressures, per ASCE-7, identified on the openings of all Plans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. (IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE FOLLOWING ADDITIONAL ITEMS: (1) The designer or engineer will state on all Plans, which Category of Design [3.1.2) will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 structure, as defined in the -current Edition of 3.1.2.4 and 3.1.2.5, proper energy calculations and long form equipment sizing calculations shall be'required, pursuantlo Chapter 13 of the current State of .Florida•'$utlding Code••- _� �,�, " ' (V) MOBILE HOMES (FAG,15C 2.0081 -TAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS .a, (Pan or Composite)`LOVER.EXISTING ADJACENT STRUCTURES TO AMOBILE HOME SHALL REQUIRE: (a) A 4'h wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial number and current owner's name and street address. (b) That the complete guide to H.U.D. specifications be strictly adhered to. (c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall assume full responsibility for both structures' integrity by site specific documentation. CERTIFICATION: This application is hereby made in order 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. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT 1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and zoning in this. jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the re uirements of the Engineer of Recor)is inade uate condition to withstand the uplift and weight of the a m structure an aid structure will not PY edothe nthe structure that was in existence prior to remov "es rms. OR CONTfMCTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me me this day of by who is personally known to me, or who has produced 1 ` L of Notary IMPORTANT NOTICES: DAWNMILONE :a4Y COMMISSION # 00 EXPIRES: Maroh 22 gond'AIhN IWON Pub"' l STATE OF FLORII�A�e COUNTY OF S , The foregoing instrument was acknowledged before me me this Zq day of b &J D-e� , 20 t h by GO-trkk kb-rn\ who is personally. known ,/ to me, or who has produced RIA MY t�MMISSION B EE 10T195 EXPIRES: June 28.20 8wftd1bTuNd"PUbIr-UMW • TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOT is BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION &THE OWNER/BLDR AFFIDAVIT. • ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. • WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. JOSEPH E. SMITH, CLER"- THE CIRCUIT COURT — SAINT LUCIE COUNTY BILE # 3649503 OR BO '341 PAGE 1526, Recorded 11/21/2011p '12:28 PM B d ` I/ o . a�3< PkRMIT NL@Raru• 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: 7/ / '/ 7� �DBD Ddd irZ•�fG3!/%7L7�►L� 2. GENERAL DFSCREMON OF Ii1fl 3.OWNER INFORMATION: a. c.interest d. Name and address of fee 4. CONTRACTOR'S NAME 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6: LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER- 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor s Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER- 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is . specified) Signature of Owner or / 1(/ Print Name and Provide Signatory's Title/Office Owner's Authorized OfficerfDlcecter/Partner/Manager State of Florida + Countyof a• H LCGt�C The fo go)41 ing iostru nt was aclmowl d ed before me, this day of 6 20��. By L)Jmry ,as_ QWDI ]°4- (Name) (1hx of authority ... e.g. Owner, offi=, trustee, attorney in fact) For (Name ofpaoy on behalf of whom instrument was executed) Personally Known_ or produced the following type of ID: /✓ Y I C AI IQ �Ol r ViCIGRMANMWMF (Printed Name of Notary Public 1111b1litl9010NE�tU7J� ) (Signature of Notary Public) 6XpIpE�,lutNy,£p16 Batata Zhu MNrp ItAM IA'tltMr W a Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are weCL belief (section 92.525, Florida Statutes). t Si 7LU*", of 0wne ) or Owner(s)' Authorized Officer/Director/Partner/Manager whb signed above: By: . - By. D�.� D� �� o A. a...asno:am�aKo.a rt STATE OF FLORIDA ST. LUCIE COUNTY __ _r.-r-ruleIQA THI TI;L W By: Dal LEGAL DESCRIPTION: South one;40f of the South one-half of the South Wf 1/4 of the South East 1/.4 of thdalth East 1/4 Less the Canal 39 Right Of Way of Section 19. Township 35 South, Range 40 East, St Lucie County, Florida. ABBREVIATIONS: (*)=lot verified by field measurement f=Value as platted & field measured .F.E.#Finished Floor Elevation SET =-Set 5/8" iron rebor with MS --Value as measured in field OH--OH—OH— Over Head Wires yellow cap marked "PSM 5543" X—X—X-= Cha i n Link Fence FDI 5/8" Iron Rebor R.O.W. = Ight of Way 0-0--0S Wood Fence PL=Value as platted R = Radius of curve L = Length of curve A = Delta of Curve Aib= Site Benchmark MEAS. = Measured- S.F.=Square Foot CONC. = Concrete ®= Water- Meter = �Power Pole = Bell South ®= Wel I **** FINISHED FLOOR TO BE DETERMINED BY HEALTH DEPT. MIN. STUB OUT ELEVATION. ELEVATION SHOWN HEREON IS FOR PERMITTING PURPOSES ONLY PER. ST. LUCIE COUNTY BUILDING DEPT. REQUIREMENTS AND IS NOT NECESSARILY THE ACTUAL PROPOSED FFE. SURVEYORS NOTES: 1. Unless otherwise noted only platted easements are shown hereon. 2. No underground utilities or improvements were located unless otherwise shown. 3. This site lies within Flood Insurance Rate Map Zone X. 4. Flood Zone shown hereon is an interpretation by the surveyor and is provided as a courtesy. The flood zone should be verified by a determination agency. 5. Bearings shown hereon are based on the East line of Sec. 19/35S/40E as being N01'58'52"W 'according to the Plot described hereon. 6. P.U.D.E. denotes Public Utilities and Drainage Easement. 7. All Lot dimensions shown are pet plat unless otherwise shown. PROPOSED PLOT PLAN (SUBJECT TO CONTRACTOR, HEALTH DEPT., AND BUILDING DEPT. APPROVAL) NORTH UNE OF S.E. 1/4 OF THE SW 1/4 SEC. rn _T1 m � m C7 II W 0 o0 �°V°p z Z w z 04 .IRC N t 4 i 1 1 �� ` may ---:tea• _ tii � IRC N PSM 5543 NOT TO SCALE 022.671 .00 62.17 c � l` PROP. PROPOSED RESIDENCEN 2.96CD �; CONCRETE PROPOSED FFE _ . to 22 04 DRIVEWAY `14 19.60 NGVD '29 38.33 ' 4: 83. PORCH CD V. o '0 : 2.83 24.33o 1& 0 .00 18X36 38.67 5' W I I a & - k: '35S 40E PNT ON SEC. LINE Irn o rn rn -q rn rn � K' LEC �'I�I~oNT � � �pp�� I � rn SIDES �� t' C f I m Ci�� (443-0002-000/7) -- FFE = 19.42 NGVD '29 , ,; SETS RC }` 659.t1. i P 7° E � 110 I -04 WELL AND SEPTIC a R= RIM OM FEE C> - . �i I o m Jr ism , � a - {v 0 o °659.61 " SET J5 IR� � � , E PSM 5543 APPARENT 15 R.O.W. TAKING 46' CANAL 39 R/W PER RECORD i � tila -a23� ST. LUCIE CdUNTV BUQ DINCG DIMION REVIEWED FOR CO REVIEW& ` `, DATE EERY MUST BE KEPT ON JOB PLANS OR NO INSPECTION WILL BE MADE. SCALE:1 n=80' Atlantic Land Designs of the Treasure Coast 1112 INDUSTRIAL BOULEVARD Jensen Beach, FL, 34957 (772) 398-4290 DATE:11-30-0 DRAWN: SW 2007-1163 DATE: REVISIONS 11-30-07 PLOT PLAN 12-6-07 REVISED HOUSE LOCATION :11-28-07. Certified to: Uean and Indian River National Bank Fast Title I hereby certify that the survey shown hereon is true and correct and is based on actual measeurements.taken in the field. This survey meets the Minimum Technical Standards of Chapter 61G17 Florida administrative code. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL Jarr_ A: Ce4iro Jr., P .Y. RAISED SEAL OF A FLORIDA Professions u eyor h Ycpp No 5543 LICENSED SURVEYOR AND YAPPER State of Florida CONTRACTOR: South Florida Aluminum Products, Inc. DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 2007 Florida Building Code with 2009 Supplements, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A and 1-B of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-05. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Category 1. 2. Basic Wind Speed, Table 1609 State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: 130 MPH. Exposure Category, Paragraph 1609.4.3: B 3. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1. Foundation Design Actual Maximum Beam Span: 21'-0" Footing Size: 8" x 8" w/(1) #5 Cont 25" overlap at _joints on 3" chairs and filled W/ 3000 PSI Grout. The foundations are based on a minimum soil bearing pressure of 1,500 psf. bearing capacity of soil shall be verified by licensed contractor prior to pouring concrete. Specifications The following specifications are applicable to this project: 1. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate'/4" max - ASTM C 33 iii. Air entraining +/- 1 % - ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. 2. Aluminum extrusions shall be 6005 T5 Alloy 3. Fasteners are required to be SAE Grade 2 or better zinc plated. 4. All Self Mating Beam Sections are to be stitched with #14 screws 6" from ends and 24" center to center. 5. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. 6. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4101.17 Residential Swimming Barrier requirements. 7. Screen material shall be 20/20 Better View or 18/14 screen. All other material shall be approved by Suncoast Architecture & Engineering, LLC. 8. Door location shall be determined by contractor in the field. 9. Roof bracing shall be a minimum 2"x2"x0.44". Connection shall be similar to C/A-2 w/ top strap. Roof Type Roof Type: Mansard 1 X 2 O N N X ^ILO I� N 2X4 SMB 2X2DJ N '1r)100 2X2DJ N I `0 X 2 X 4 SMB �0100 I O N N I I X X X I N I (-0 2X4 I A SMB r0100 / N X / X O I 1 X2 / 2)-8„ 8'-0" EXISTING COVERED PATIO UNDER TRUSSED ROOF 5" SUPER GUTTER 1X2 A-2 2X2 2X2 2X2 -2X2 A-9XF LIJ m m m A-2 XXX� N (n N (n N (I) 2X2 2X2 2X2 2X2 Li 11 C0 D A-2 � 2X2 N. 24'-0" O I , 1X2 �- m m o 2X2 N O 00 N N(n N(n pX X c)m N � N 2X2 2X2 2X2 2X2 X, X N � N 1X2/ I C A-2 ,-5'-74 --5 731) 74 --5 1X2 N X 0 2X2 I. B A-2 1'-5" o pp� � �DOQQQ�6 pulflflafl� 9°� W a J J o � w W CD ~ Mp v w o- Q 00.o z U Z W -i W , W J p 0En �u-mrn 1- Q = W � N F— ❑ man^ O U o m< .Li LL m � Q Q F-LL , 06 W U W W l— U = w m f- m V U n D � s QZ H L1' � " s LL; < W �LLm z W Z_ N° "N W 2)() tea^ Z (D oa^ Z) Z ,0p w Cl)W vuLL U3 W tY � -, Li WC) Q W CD lY U W C) 0 O � of W CY)O �NLL.. A-1 PLAN ALUNUNUM MEMBERS DIMENSIONS RIGID LIGHT CONNECTION #14 SCREWS _." UPRIGHT SMB BEAM SMB NO SCREWS 5 YB " x 2" x 2 X UPRIGHT Q �•- i"a °a® HOLLOW SECTIONS 2x2: 2"x2"x0.044" 2 X4 2 X4 SIZE -2"BREAK FORMED a zx3: 2"x3"x0.050" 2 X4 SMB 2X5 SMB 8 5032 H-32ANGLE ,® 1.* � • 2x4:2"x4"x0.050" 2x5: 2"x5"x0.050" 2X4SMB 2X6SM6 8 `>i� SELF -MATING OF SNAP SECTION-TYP �' ° �, ° LIJ MINIMUM 2 SMB UPRIGHT FOR BEAMS MIN l-# SLAB 2500 PSI I 1 _X5 ---------• LARGER THAN 2 X 6 MSMB CONC W/ FIBERMESH o F-T:.° 0 �, OPEN BACK SECTIONS2X5SMB® 1 x2. 1 x2 x0.040 1 x2 O BASE PLATE - TYP m r 0 ° ..........................___..................................................._:........:.._....................................:.................._...._...... 2 X4 SM B 5 1x3: 1"x2"x0.045" 2X5SMB 2X5SMB 6 .B. os� ....................... _................................... ...._..._.........._.........._......_.................. .... ...... ._............_,................ ..,..... 7Y"'MIN CONC ANCHOREMBEDMENT ® ®� SNAP SECTIONS 2X5SMB 2 X 6 SMB 6 2.r� mid 2 x 2 Snap: 2" x 2" x 0.045" 2 X 5 SMB .... .. Z X 7 SMB ......:.. ...._ 6 ..... ............. 1 MIN 5d MIN EDGE DISTANCE FROM EXTERIOR OF COLUMN TO ° O °�� 2 x 3 Snap: 2" x 3" x 0.050" 2X5SMB 5 SM B 2 X 8 SM B J a OUTSIDE EDGE OF SLAB I 16 ^ y B 0 MINIMUM 2 X6 SMB UPRIGHT FOR BEAMS 2x4Snap: 2"x4"x0.045" 6 ©0 SELF MATING (SMB) -- ._ . ....... -. _ ....... . . ....... ..... _ LARGER THAN 2X8SMB SIDE VIEW (1) 1/2" CAP SCREW w/ NYLOCK JAM NUT- IN LIEU OFNYLOCKJAM 2Yz" xYe" x (GIRT OR PURLIN WIDTH +Y"x13EAMDEPTH OR PROFESSIONAL SEAL 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" NUT, JAM NUT w/ THREADLOCKER MAYBE USED WIND ZONES 130 + USE TIGHTEN TO CONTACT - DO NOT UPRIGHT DEPTH NG ALUM BACK] NG PLATE I I LLI CL _2 X 6 SM B 2 X 6 SM B 2 X 4 S M B 2X5SMB _ 5 6 2x7SMB: 2" x 7" x 0.057" x 0. 120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2 X6 SMB 2 X6 SMB _ _ 6 (2)%"x4"LDT OVERTIGHTEN WIND ZONES 100 120 I I = = = - J o J o w 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" w» _. 2 X 6 SM B _ _ .. _ 2 X 7 SM B :........... _ .. 6 TO USE (3) l/4 X 2 1/4" TAPCONS � 1" 2" BASE PLATE ANCHORED TO I (4#10 x 1 Y2" SMS INTO SCREW W o 5 v 2 x 10 SMB: 2" x 10" x 0.092" x 0.399" ........................... 2 X 6 SM B ............................................................................ 2 X 8 SM B ............................ 9 x CONC w/ 1/4" X 1 1/2" QUIKSET 6" - - - - BOSSES m M rn a _ .. 2 X 6 SM B .. 2 X 9 SM B .... 12 ....... _.................. _ _ _ MAX EACH SIDE OF O T AND 24" O.C. MAX Q r x 00 2 X 6 SMB 2 X 10 SMB 12 C 2"X2" OR 2"X3"MEMBER V co W ? o AL7CY-INPLA OF ANCHORS, NOVOBON oo-oso I _ U �LL_5 _USE2_X6SMBF_ASTENERSCHEDULE FOR UPRIGHTS 2 X 7 SMB AND LARGER a. ADHESIVE MAY BE ED - APPLY 3l8" WIDE MAY T OUTSIDE EDGE - NO BEAD WI N 6" OF UPRIGHT. 24" C/C LE W 1" GAP FOR I I SNAP OR SELF -MATING BEAM ONLY N w m m I- Q F I- o 3 N n O IY a U O m Lu m - _ FRONT VIEW DI2AINA -MAX VERTICAL GAP = U) LL o F MUST BE CLEAN 1 AUANSEALED OR ACID ETCHED 1 PRIOR TO APPLICATION OF ADHESIVE C L B PURLIN OR GIRT TO BEAM OR POST DETAIL LU A-2 SCALE: NTS 2" x 4" OR LARGER SELF -MATING UPRIGHT TO DECK DETAILS A-2 SCALE: NTS U N W # � U T W M - = A C) D FOR SLOPED BEAMS, MAINTAIN 5/8" SCREW SPACING 0 X FROM EDGE OF BEAM 3/165052-H32 GUSSET #14 SMS 1 1/4" O.C. " Q O o z SELF -MATING 6" BEAM -NOTCH FOR UPRIGHT r h` - 'opy Z m � W m o 2 w LL o N .062" INTERNAL BACKING PLATE TO COVER ALL SCREWS 2" x 2" PURLINS ATTACHED TO BEAM WMIN (4) #10 x 1 Y" SMS P1F1� Q W y w m i; PLACE WASHER UNDER z r ¢ n V SCREW IN GUSSET CORNER PROJ PURLIN LENGTH X 2" X 1/8" 5032 - Z 5/8" TYP • H32 ANGLE EA SIDE OR Lu � Z oO w o0 2" x 2" GIRT SECTION - ATTACHED TO • �, \ PROJ PURLIN LENGTH X 2" X .063" U r u. U) W BEAM w/ (4)1 YZ SMS • • • 5032-H32 RECEIVNG CHANNEL I • • 1" x 2" OPEN BACK GIRT SECTION jl • \ 2" x 2" EXTRUSION • ATTACHED THRU UPRIGHT TO BEAM w/(2) I� • • • • #10x1Y"SMSBTOGIRT w/#10X1Y" �I SMS 24" C/C • • • I © • • • 1 1/4" TYP \ • • 1" x 2" OPEN BACK EXTRUSION I I � � J LU LU LL SCREW PATTERN • 5/8" TYP (SEE TABLE ABOVE) 2"X2"X0.090" ANGLE W/[If (4) #14X3/4" EA LEG 5 • NOTCH POST AS REQUIRED I LLJ Q LL1 U 5/8" TYP EDGE 1 4" (MIN) UPRIGHT 3 2-" \ 8 2 �8" I Q LL_ 0 �8 O8 W �L O � D 5" I UPRIGHT L U VA1RIEB - �OO7F- 5^ NOTES: I I 00 of 8 Of T O 1. GUSSET DIMENSIONS ARE MINIMUM IZ m N LL - (2) REQ'D - (1) EA SIDE OF BEAM - MAY BE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1.1/4" C/C SPACING 3. GUSSET LENGTHS REMAIN CONSATANT, WIDTHS CHANGE TO MATCH BEAM SIZE F SLOPED PURLIN CONNECTION DETAIL A-2 TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL - RIGID MEDIUM SCALE: NTS [DETAJI3LS RIGID LIGHT CONNECTION - ALL WIND ZONES - 6" BEAM r�E A-L SCALE: NTS A-2 SCALE: NTS / c/ -a W ..nnnnnA_ `ac6r�y vaoe® cj o o ° S.S. CABLE 1/6' e .. X. jv oOo ®vg GRADE T 4' . . a ,T'j}'�(4' N9MNiAt'/ SLAB IN - PROFESSIONAL SEAL a W •i %' x 3 V EMBED WEDGJLL 2500 PSI CONC 6 x 6 - 10 x 10 W r ' ANCHOR WWM OR FIBERMESH CD N m (1)#5 CONT ON 3' 8„ CHAIRS 0- Q 8' fij 0 RIBBON FOOTING FOOTING Q Z M U Z W m- m NOTES FOR ALL FOUNDATION TYPES: w w u o 0 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING � W PRESSURE OF 1,500 PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED F Qp < BY LICENSED CONTRTACTOR PRIORTO POURING CONCRETE n 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND O ZE C C COMPACTED PRIOR TO PLACEMENT OF CONC. (, O m xx 0 3. CONCRETE SHALL BE PER SPECIFICATIONS IN THE DESIGN SUMMARY � LL m U r LL LETTER c A CONTINUOUS FOOTING H-1 CABLE CONNECTIONS AT FOUNDATION C cc A_3 NOT TO SCALE /� _� SCALE: NTS D UN � W U [ U s I = s Q z z o� n • - (1) 3/8' x 2" LAG SCRE (9) 4 ? co Z r m i» < W LL N Q W NWmv (2) 2- WIDE EXTRUDED O = !2 z GUTTER BRACES V NREQUIRED AT ALL BEAM y" PLATE ON 45° ANGLE Z ¢ C OR UPRIGHT ATTACHMENT i Z) Z . w O J w J POINTS w/ (2) #8 X 3/4" SMS ' U ~ cn LL! w ' INTO GUTTER LIP i � • MATING • cr ' ELEMENT EYE BOLT FOR CABLE TENSION • w ll� -J w LL \ • / I ( LJ..I CON CTORTOVERIFY w U 2 x FASCIA -IF 1'x_ 1"x 2" x 0.044" OPEN BACK FASCIA OVER 2' x "SUB I I Q LL FASCIA, LENGTHEN LAG PERIMETER FRAMING F- L.L_ O LLJ SCREWS TO FULLY I I 0 - 2' x 2"Ye xX ALUM PENETRATE SUB FASCIA. W ' RECEIVING CHANNEL w/ (2 IF OTHER FASCIA, ADD 2"x I I ROWS #14 x 5/9 SMS 1 1/4" 4" PT FASCIA w/ y' LAG O o) IY ' O.C. INTO BEAM - EA SIDE BOLTS - 1 & INTO TRUSS TAILS 0 -COUNTERSINK FLUSH. WHEN INSTALLING Ys" LAG SCREWS, (4) #14 X %" SMS INTO GUTTER PRE -DRILL w/ Y" DRILL TO ' w/.062" BACKING PLATE ON PREVENT SPLITTING. . INSIDE OF GUTTER GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL H-2 CABLE CONNECTION AT CORNER SCALE: NTSA-3 A_3 A-3 NOT TO SCALE DETAILS /O —l4 —//