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Home My WebLink AboutFLOOR & ROOF FRAMING PLANNOTES: 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, 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 PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2014. 5) STRUCTURE' LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTA ION AREA. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED, 4) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICI ES. Planning & Development Services Department Building & Regulations Division Product Review Affidavit' Building Permit # Owners Name Applicant: Product " opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Tvve f 1S (A' b rl 2 eooP >ASSUkll,Llj Roofing Material Z1 `6o': �53•S lie ZI fo7.4I 22 '�f[o^ LINIoo r�OElEu4-ATaXf /� 2yAA �� %� -H ( - 71,1 ZAj 'pI'tb COWtFAJ1u. r- I�� Ir I I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: PAUL WELCH PIE. Signature: ON PLAIN I Design Prof: PAUL, WELCH PIE, Cert. No. 29945 Date: 1 Planning & Development Services Department SEE DETAIL 1 Building &Code Regulations Division THIS SHEET FASTENER SPACING AS PER LOAD SPAN - h(�jif TABLE. SPACED O MAX 12' D.C. '• - 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-15S3 PER PANEL I ACROSS WIDTH AT INTERIOR SUPPORTS /-Pkti;,L 12' (TYP.) AND AT 7'-5'-7' AT PANEL ENDS, Certification for Design Load Compliance Project Name: POLE BARN Project Address: ST.LUCIE000NTY eMEIAP FASTENER (./4"-14 SOS WITH Permit Occupancy Type: U Construction T MIN 16 GA., 50 KS, STEEL TYPICAL PANEL INSTALLATION X-SECTION WASHER o 24" O.C. INSTRUCTIONS FOR USE: P YP Type V (DESIGN BY OTHERS) • This certification must be completed, signed, and sealed by the design professional of record. /12-14 X 1-1/4 LONG SIDELAP FASTENER %/12-14 x 1-%C4 LONG • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: SELF DRLUNO SCREW 1/4"-14 SOS WITH SELF DRILLING $CREW WITH WASHER m 12' O.C. WASHER O 24" O.C� WITH WASHER O o New Residences (single or multi -family) 7'-5'-7' O.0 o Residential Addition o Any accessory structure requiring a building permit 0 Any non-residential structure. pAeLRjtt ' 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. MIN 16 G4 SUPPORTS LW 60' QC. (DESIGN BY OTHERS) �- FOR ALLOWABLELOADSTABLE I DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that aoolv) AND SPA) 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: _I X11_III IV Exposure Category: _B_X_C_D 2 1/2• 4. Design Wind Velocity 160 mph 124 ASD N A LRFD End Zone Width: J ft SIpEtAP FASTENER I S. Mean Roof Height: 11 ft Roof Pitch: a :12 Parapet: N/A ft 1 /4I-A 4 SOS WITH WASHER o 24' O.C. 1,16E . NOTFs 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): /12-14 X 1-1/4 LONG I. STRUCTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE 19.3 19.3 19.3 33.6 33.6 N/A SELF DRILLING SCREW FLORIDA BUILDING CODE (FBC). Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: WITH WASHER 2. PANELS SHALL BE MIN. 26 GA_ (t R 0.0175"). EFFECTIVE COVERING WIDTH -30.7 -53.5 -79.1 -36.4 -44.9 g '' _N/A OF PANEL = 30'. 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS 7. Design Loads: Floor: N/A PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony: L N/A PSF PBR PANEL DRAWING. (MIN 26 GA) 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT.,- THIS Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A pli' /CONCENTRATED PANEL SYSTEM MAN NOT L INSTALLED WHEN THE REQUIRED DESIGN VnKDRAWING. LOADS g• Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not: ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. PP ' p Y 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING k THE FLORIDA BUIL04NG CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING 6: THE COOS, THE CODE SHALL CONTR01.. 9. Is A Continuous load Path Provided? X Yes Not Applicable Explain Why Not: MIN 18 GA.. 50 K51 STEEL 6, PURLINS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS --- REQUIRED FOR EACH APPLICATION AND ARE TIIE RESPONSIBILM OF OTHEAS. (DESIGN BY OTHERS) .10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted?- Yes DETAIL I PJSIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to _ comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. 1 also certify that structural elements depicted on these plans provide adequate resistance to the design ROvFITR,fP ASSMBLY nts... forces specified: PER FL4 118711 r7.1 EtPaul Welch P.E. - _ 29945 / 5115 Print Name. Cert # & Co. Cert Auth. Pau: Welch Inc. ON PLAN ALL ROOFING INSTALLATIONS SHALL BE IN ACCORANNCE WITH F.BC 2014. signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address - - --- - SLCCDV Form # 020-12 Revised 3/15/12 (JS) r - Vs?_.03 A }Tz�"I, f-;,r:ri'6,IMI�t,1,.,. eQ A i- ` ne f(�� S' r�• f 4 iD tt •,.�` _ `.,._.. I'..A�-E'h ��,� Rc �f,9 v,1 d't.t^z �L•a Y F `Cj�,f�"„ F'P J `� _. 1 i �y�F'!F- T.� 1.vs a. r., t �1 ,n .. ,+e, ,,.,f T a• , k;� '{ 1 /.� v,n (HS ,`�S )a i?.+.Hy�N A,i �1 i 6° •.., ...-.. -- y r�� ,�, _,--•~..A�` 1,, aY�, �' ICE rA ��- �� ^�t�l., i y��i l�4> f"� 1�At.C�M:,.)_.i t.....i I�1 1 M1j 1 \ 0 0, ;4 I:-Ii...�,r_I-f'� �Ir�LI►�'�.'�:� i 11iI�Illlll Till III=111 Ills I1TTi.IM-IlTsllt li!`III' '=1UI„ (IG11TT ,.._ ..,...........ww l x� GGb lI,II I).r �B .. Ill. I:It .1 F, 1111a=111 (II 'Alf, rPld ., k{@r..=a� �(k r lei T1 '"' FIT Iris E'11,F`� V Lv,!�4•= ICI A / 11 z 4 1- a ,I I'%4 VIA- ST. LUCIE COUNTY BUILDING DIVISIO REVIEVIC FOR REVIEWED BY DATE _ l' C PLANS AND PERMIT MUS i BE KEPT ON JOB OR NO INSPECTION yV?I.1, �E MQr`E THESE PLANS ANO AU PROPOSED WORK ARE SUI�1EGT TO TAN i, CM i! (,.TIONS REGUREC D'YRL:i 0 ? a ; TPiAT MAYBE NECESSA: rY Aar Ct)ER 1'c� COMPLY WITN A" APOW0: 6; 4OI)ESt �aNCFAIED FASII MS OR ATTACHMENTS ARE THE RESRONSIBILp OF THE CONTRACTOR OF RECORD Mn� r pbi ...-�.�.._..v...:«.._...«...„,.......w.�..�....w,.a.e.,•..�.�..,,,w.a.,•. �wa•+n..�,.•o.,� .n.n.>.ew.,.:,.. .,snw:e,a..-xnx.yv...r..w.,,,.4.....nrmm�.'m�„«m,..aw�...;.,manse.m,:�r..,.m",.yam.�.,.mv,...r..ma.+r,�,..w.,.u.;..:...em.�s.e,,,:.u..�- �' m„�•,,,-u ....u,.:. „ . .,nrr,x. ,.-.- ;cam: ,.,. ,.-:.....__ ,...,.,... -• y: I; SCANNED BY ST LUCIE COUNTY SHEET NUMBE Ch INC. MECHANICALELECTRICAL CIVIL ENGINEERING 1984 S. W. BILTMORE SST. SUITE # f l.4' PORT ST. LUCIE, FL 34984. PHONE ('772)785-9888 EMAIL PWELCH/NCCaAQL.COM PA UL WEL CH, P. E: FLA REG No. 29945 NOV -2 L 2017