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HomeMy WebLinkAboutBuilding PlanI 4 L 1 Lj In pUtZL1►aJ (4b'v4c, 14 � RBI 2 62 00P VW -A 15,U,14 4:7 1Pg�' OF PC>g�:;T II ( •� �M t . b 2 -2�1 r�vC. �f<A►.� U �?li � 0� os'T n 14)-r�,11,�1,1� " 121•0� I 121•a'I NOTES: 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIDICATION S, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECIDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUIL)ING CODE (FBC) 2014. 5) STRUCTURE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VOY HEAVY TERMITE INFESTATION AREA. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSF 3) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 4) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIEDHARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS ANDISTANDARD PRACTICIES. . I r Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # Owners Name Applicant: Product 'Opening Design Product Rahtl Msnutadturer Modal Number Product Approval Oyes Methodd Atbchmenf Proasurae Deal nPrMsuris Number e Rpofing Material ZI .,p,� - ZI - (e7. cf LIP10" Tlicc ee 7g,1 Z3 —94A COHAo a.- 2yWA P6G '19A1-I"Ir I NIA pgR LpmF ASSotl8L.a1 P4At-1 PAUL WELCH P.E. Signature: ON PLAN I n Prof: PAUL WELCH P.E. 29945 _ Cert. No. n..._. M Ijf a tuna: � r Vi , I� I P rIul�llRMF clllaj� Ica ", IM 4147n,At nA:-, File Copy SEE DETAIL 1 V-V Planning & Development Services Department D Building & Code Regulations Division ti MIS SHEET FASTENER iCIO AS PER L0C SPAN TABLE. 0 MAX q' OC. 2300 Virginia Avenue, Fort Pierce, FL 34982-(772) 462-1553 PBN PAN' "0' ACROSS WIDTH AT INTERIOR SUPPORTS rgBWµREE J 1. (yp,)� AND AT T-5'-T At PANE fN05 SOAI� i Certification for Design Load Compliance - Project Name: FOIE BARN Project Address: Sr. LUCIE COUNTY -- SIDELAP FASIFHER 1/4--14 SD9 WITH WASHER o 24' o.D. ' Perinit#: Occupancy Type: U Construction Type: v MIN 18 CA, 50 NSI STEEL TYPICAL PANEL INSTALLATION X-SECTIQN INSTRUCTIONS FOR USE: (OE51G11 BY OtN[f15) • This certification must be completed, signed, and sealed by the design professional of record. I12-t4 X 1-1[[4�' LONG SIOEW FASTENER /12-14 x 1-1/4' Lone 5EY ci tUXC UT OIRIINO CI$W • Submit (2) copies for residential, (3) copies for commercial with all permit applications Involving the following: xf 1/4'-14 SETS WITH WITH WASHER • 1Y O.C. WASHER O 24' O.C. � WASHER 0 o New Residences (single or multi -family) ( B y) o Residential Addition ' o Any accessorystructure requiring a building permit o Any non-residential structure. PBR PWRD " Note: Form not required for Interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. W 16 cA a rpol"IS MR11 e0' O.C. (DESIGN BY OTHERS) r..-- TOR �OW� L� I DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that aooiv) ANO SPANS) 1. DESIGN CODE: Florida Building Code 2014 Edition with 20 _Supplements using ASCE 7-10 SECTION VIEW 2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open ' 3. Risk Category:_( XII_III IV Exposure Category: _B X [ D . 2 I/2' 4. Design Wind Velocity 160 mph 124 ASD N A LRFD End Zone Width: �j ft SDELAP FASTENER S. Mean Roof Height: 11 ft Roof Pitch: a :12 Parapet: N/A It - . 1/4--14 BD5 WITH WASHER o 24' O.C. GENERAL NOTES: 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft Ca/ 15'MRH, clearly label on all plan openings): 12-14 X 1-1/1 LONG 1. STRUCTURAL RODP PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE G SCROR 19.3 19.3 19.3 33.6 33.6 N/A / FLOP BUILDING CODE (FBCA IT W WTN I. PANELS SHABE N. 26 (1 0.0175'). EFFECTIVE COVERING WIDTH Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: -30.7 -53 5 -79.1 -36.4 .44.9 N/A OF PANEL a DB'. 5. ROOF PANELS SHAM BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS 7. Design Loads: Floor. N/A PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony: N/A PSF DRAWING. PBR PANEL 4. PANELED DESIGN YPNO LOADS SHALL BE DETERMINED FOR EACH THIS Dock: N/A PSFDeck: N A PSFStalrs: N/A PSF Fence: N A PSF Railin N/A PLF CONCENTRATED _I I Railings: / DESIGN WILT. �(arN 26 cA) ARE EATERY cox NOT L IWABLE WI WHEN THE REOVIED DESIGN ORAL LOADS'., ARE MAN THE ALLOWABLE WINO LOADS ON THIS DMWRG, g, Were Shear Walls Considered For Structure? _Yes Not Applicable Explain Why Not: IS DRIED 5. ALL FASTENERS MIF O IN ECOROCCU WITH WEE DRAWING & THE FLORIDA FASTENERS ACCORDANCE BUILDING CODE. F A ODRAWI NLE OCCURS BETWEEN THE MINIMUM RMIRLINS% 6. g5i5/TRUSSES MUST BE DESIGNED TO WWn� DSHALL WINOCON� AS 9, Is A Continuous Wad Path Provided? X Ves_Not Applicable Explain Why Not: -MIN ID CA.. 50 Nil STEEL REOURED FOR EACH APPLICATION AND ARE THE RESPONSNLITY OF OTHERS. (DESMN er OTHERS) 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _yes DETAIL I DEEIGN PROFESSIONAL f.ERTIFICATION STATEMENT: Tye �1' ( f C I C t 1 T ATTAINMENTS OR ATTAICNMENTS I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to CONCEALEDFASTENERS comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie RESPONSIBILITI OF THE County.I also certify that structural elements depicted an these plans provide adequate resistance to the design ROOFING ASSEMBLY Ili... ARETHE forces specified: p G01(TMOTOp GP R C�RQ Paul Welch P.E. 5115 PER FL# 18717.1 - Print Name Carl # & Co. Cart Auth. & Co. r Auth - Paul Welch Inc. - ON PLAN 5/19/2017 ALL ROOFING INSTALLATIONS SHALL BE IN ACCORANNCE WITH FBC 2014. signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL - - - - - Company Name &Address SLCCDV Form If020-12 Revised 3/15/12(is) _ --- - --'- G _M TOL Indc-mr/ rnaccc>r-- -tp -- . O� INcSEP I SANDALLPrfOPOSEDWORK �� Ihrr nislo ' Lf / ARE S tce" sG�G BJECT TO ANY CORRECTIONS R 4c - i,E1EII EDBYFIELDINSPECTORSTHAT RE'LtE -E ..DATE C;'i1AAY BE NECESSARY; IN ORDER TO PLANS AND pEIzrzlT MUST B KEPT ONJQL eL L 11 AVM'NOINSPECTTC.NWILLB£ PLY �NITH �A.L �-nPPLICABI._ CODESr Njf<?AL- � I t7a I;r 4A ...,._ .. `Lla GA I Me'Tl�.i. I'P.t� I oWN �L. pP106 � Tel s� I�Itij AzIle" F �e ATgGt1�_ _A (iVJEEhI 4�1�+.a ft O e �,,., - . (�'%' �I'L" 114l L;j. 1M1,11'�j't') 1 O , CI �J/% 9 i t r6 WOO �jl.oa i tiJ (a (0) 5/V' -r14 KLJ f3o Ts A T (4) - W®pL� r2'e--&s 1 I?oc3F FrZA ,IQL-� FLA Co `x (C) P.T. ,0%J o ©r. > PQ -1' Fast IIJTo PAUL WELCH INC. = AICCHANICAL ELECTRICAL CN/L ENGINEERING 1984S.W, BILTMORESr SUITE,# I IT - = PORrSr. LUCIE, FL 34984 PHONE (772)785-9888 EMAX PWELCHINCOAOL.COM PAUL WELCH, P.E. FLA REG NO.29945 MAY 1-9 2011