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HomeMy WebLinkAboutREVISION 2-17-22 OFFICE USE ONLY: DATE FILED: �.a PERMIT# 2112-0328 REVISION FEE: `� ©� RECEIPT# PLANNING &DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 RECEIVED (772)462-1553 FEB 17 2022 APPLICATION FOR BUILDING PERMIT REVISIONS st-Lucie county PROJECT INFORMATION Permitting LOCATION/SITE ADDRESS: 1066 Nettles Blvd Jensen Beach 34957 DETAILED DESCRIPTION OF PROJECT REVISIONS: Revised engineer report-did not use ISO board.Per inspector-used plates and screws and 8d ring shank nails fz�r CONTRACTOR INFORMATION: jT �N STATE of FL REG./CERT. #: CCC13308 S1C5'F�L,UCIE CO CERT. #: BUSINESS NAME: St Lucie Roofing QUALIFIERS NAME: Jeffrey Hampson ADDRESS: 1919 SW South Macedo Blvd Port St. Lucie • FL Z • 34984 CITY. STATE. ZIP: PHONE(DAYTIME): 772-344-7193 FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC: 9/23/09 "% N Revised 06130/17 f . P UL WELCH RqC. Mechanical Electrical Civil Enginceruig 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie,FL 34984 RECEIVED Phone(772) 785 -9888 FEB 17 2022 Fax(772)785-9933 St.,Lude County Permitting 'December 3, 2021 Re. 118-ROOF 1066 NETTLES BLVD JENSEN BEACH, FL. S\1.OJC.E O1P WORK: -Remove existing roofing on sun-deck -Renail existing deck w/#10 wood screws at 6" o.c.max, -Install new roofing perplan DESIGN.CRITERIA: zrl�-0 3 Zp", FBC 2020 REVIEWED FOR ASCF,7-16 CCCE COMPLIANCE ST. LUCIE C��NTY PROJECT DATA.: �OC Building Height(ft)= 12 A (ft)= 5 Mean Roof Height(ft)= 12 Roof Pitch= 0.3 /12 Shape= FLAT/MONO c Adjustment.Factor= 1.00 REVISION ���® Improtance Factor= 1.00 N Wind Velocity= 170 mph (3 see gust) Exposure= D Enclosure Class= PARTIALY ENCLOSED Inter.Press. Coef = - 0.18 APPLIED UPLIFT DESIEN )PRESSURES OIL ROOF (ASCE.6-3 Zone 1 (Field)= 73.10. ( - PSF) Zone 2 (Perimeter/Ridge)= 96AO (-PSF) Zone 3 (Corners)= 131.40 (- PSF) 'FEB 14 2022 :lfp"Yy�i6NP�t%fYE.¢LplapH�lS[tlgt,O. dS/CaCH? LECT-CIVIL EDT3& 10,84 BILTMORE ST.#11A . PORT SAINT LUCIE,FL PAULwM-CH P.E. FLA REG N0.26945 R0 QED A!A-- Manufacturer: polyglass usa Type; mod bit NOA#: 17-0825.01 System Type; E(10)INSULATED &B(3)NON-INSULATED Design Pressure: -90 (-PSF) Membrane Type: ELASTOFLEX S6 G TORCH APPLIED Deck: 19/32 ":Plywood Base Sheet: XTRAFLEX SBS GLASS BASE Fasteners: INSULATION FASTENED WIT14 3" ROUND ONIG GALVALUM.l STEEL PLATES AND OMG HEAVY DUTY FASTNERS (spacing per base sheet attachment requirements) BASE 5HEET ATTACHMENT REQUItRE.M ENTS: ZONE 1 Base sheet attached to deck with Fasteners as speed above (Field) at 6 "O.C. in ( 4 )rows. One row is in the side lap. The other rows are equally spaced approximately " O.C. in the field of the sheet. (METHOD PER NOA) Design Pressure(-PSF): -90 ZONE 2 ; Base sheet attached to deck with Fasteners as specified above (Perimeter/.Ridge) at 5 " O.C. in ( 4 )rows. One row is in the side lap. The other rows are equally spaced approximately # " O.C. in the field of the sheet. (ENHANCED FASTENERS) Design Pressure(-PST'): -97.03 ZONE 3 : Base sheet attached to deck with Fasteners as specified above (Corners) at 3 "O.C. in ( 4 )rows. One row is in the side lap.. The other rows are equally spaced approximately # O.C. in the field of the sheet: (ENHANCED FASTENERS) Design Pressure(-PSF): -161.71 VISION DEB 14 2022 PAU tru 'CH NO. 1984 B{LTMORE ST.*114 F()R 'SAINT LUCIE,FL 2491 PAUL WEl.H P.E. FLA REG N0.2994Sa ATTAC1f PANT tCALCULA'1CI NS FOR ENHANCED FASTENERS FOR ZONE 2: PER RAS 117 FS= _j2b X(114) (P)X(RS) FS=fastener spacing(in) fy =DPX(sq.ft /fastener) _ -33.16 (1b 1 fastener) P =(design pressure req'd for zone 2) = 96.4 (lb /ft2) rove spacing = 9.84375 (in) -33.16 X 144 FS= ------------------- _ =5.0326 (in /fastener) fasteners @ 5 "O.C. 96.4 X 9.84375 AT11'ACEYENT CALCULATIONS FOR ENHANCED IF STE,HERS FOR ZONE 3 PER RAS 117 FS= _ X(/114eX' R�(]� l P)1Y (`__1 FS=fastener spacing(in) ,f,, =DPX(sq.f t �fastener) _ -33.16 (1b/fastener) P =(design pressure r eq'd for-.:one 3) = 131.4 (lb/ft2) RS= row,spacing= 9.84375 (in) .33.16 X 144 FS= ------------------- _ -3.69211 (in /fastener) ---�fasteners @ 3 "O.C. 131.4 X 9.84375 DECX.1hjSTkLLA.T1.0N- EXISTINC DECK TO BE 114 A-A L.rs D W 5d F2 I W 460 A'-q K All,work to be in compliance with product approval, manufacturer`s specifications, and the Florida Building Code 2020. Submitted by: VISION PAUL WELCH INC. 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