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HomeMy WebLinkAboutPLANSeb(ENGINEERING FEXPRESSO 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAX: (954) 3540443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7-10 Ch 30 Wind Loads -Components and Cladding 6th Edition (2017) Florida Building Code Site Information owner: Shirley Perry Wind Speed (V): 160 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.27 ASCE LIOOL 30.33 TMe 30.3.1 Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: II Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 ASCE 7-/07able 26.11.1 Mean Roof Height (h): 50 ft. Roof Slope (0): Flat Roof Slope Coefficient (Bc): 0.9 Min. Building Dim. (L): 50 ft. End Zone Distance (a): 5 ft. nNa.,..W:aely nec...oIP..Aa P..Av-If Aere Z1n rl, ind2/vnA7 h560 ft. h>60 ft. Max Positive Pressure (PmAx+) PMAx+ = gh(OD GC/po, + GCp) PMAx+ = gh(OD GClpas + GCp) Max Negative Pressure (PmAx-) PmAx- = gh(OG GCm - GCp) PMAX- = gh(Oc GCpneg - GCp) "Romeo (`nlrnlafinneR A VrF 7- In 71-t,, CO A//.G,hcartinne # Size (W x,H) Zone Elevation (ft) Area (ft2) Arear (ft2) K= q= GCp+ GCD- P.G.+ (lb/ft2) PMae- (lb/ft2) 1 37 x 72 End 30 18.50 12.00 1.16 64.74 1.0 -1.3 44.0 -57.5 2 37 x 72 End 30 18.50 12.00 1.16 64.74 1.0 -1.3 44.0 -57.5 3 37 x 72 End 30 18.50 12.00 1.16 64.74 1.0 -1.3 44.0 -57.5 4 72 x 96 End 30 48.00 21.33 1.16 64.74 0.9 -1.2 41.3 -51.9 5 72 x 96 End 30 48.00 21.33 1.16 64.74 0.9 -1.2 41.3 -51.9 6 37 x 72 End 30 18.50 12.00 1.16 64.74 1.0 -1.3 1 44.0 1 -57.5 7 37 x 72 End 30 18.50 1 12.00 1 1.16 64.74 1.0 -1.3 44.0 -57.5 8 37 x 72 End 30 18.50 12.00 1.11, 64.74 1.0 -1.3 44.0 -57.5 9 37 x 72 End 30 18.50 12.00 1.16 1 64.74 1 1.0 -1.3 44.0 -57.5 10 37 x 72 End 30 18.50 12.00 1.16 1 -1.3 44.0 -57.5 QO. �\GENSE i No PEg2328 i= 4C NOGMxTDORADM6OGDRUNNOTA4Wno MCO T�EMPUEUREs�w.MYMRMnMUNRABM 5AmMEroMN BNEhIMC0R0.DGNm0IFNmGOOC \ pared in accordance vilh:ASCE 7-/0. RFCY THsHO.SUCNRE6LMMMdMUAMRW4MDxEOSPPoWMMD2AWWXRVESGRIIG.M9N6DSMMDWmE®ANH=N9cmRx/ A- n1MoumXFOTOMONGOre�sww 30. end Laads-Co Components and Cladding (2017) Florida BuildingtOdC MffMEmmz DUANGWORxsmuxomRNNOFNsmFDvMCEMEaxD DT...NL..EONUNGCCNWRUMDRSE ERMTTORENTMDADUPDMN.NOWRMWMmV DORM..0MMNPN. �•• .. DMEUMNGEMUMCDENmRCEMDMMDMNCR9WiYMYMHRY.MTEBTTVTHEONOMFSNOTLMMl%OFNEMGNE0=.. . . \\/ Re's MUOMRND2MMNOLUWCFNRCDRCWXMR.LLNDME6GIIMLS BMGNmRXCWAD,,.NCLUONOFdtrl0n ewroxsoFms ! SSfr^FG1 \; /ON, 02019E-TempeaLeom aAa./i/{{karaP t\�\.V•\ fltvindowdoo r-P6863 YAPN1� CUMD®MDGRN.ORMNmm..AMOUR AATH 19885ID: RMWORNXKLREDFMPRROCONMUCN.MGNENGAEMLLMN AUYFOREuRONEOUSORN WORxuwxomOL YOFMYNnCURn NFORw MRMWDPCAroNoF GFa CONDmxsMOFemmA NMONsrn NOFe RLs WDH RAISED GINEER SEAL 0$/1$/20I9 Page 1 of 1 1 �RASe""�rmowmxmErv.xomDimxlLcmTECAroxsDRumwaRs.waEroNswonnxsoROTxmwwu+GsroTxsoauLertaLExoTPeLwrtm MDrvvxoaEauRGwTFSAron• i VALID FOR 1)JOBONLY Opening I Size (Wx H) 0. Omit (Not Replacing) 1'. Single Hung lMndow Mulled 37 x 77 (Series 110) 17-1018.08 `V 2, Single Hung window Mulled 37 x 72 1 (Series 110) c� Z018.08 3. Single Hung Window 37x72 (Series 110 17-1018.08 4. XX Sliding Glass Door 72 X 96• (series 150) 17-1218.20 S. XX Sliding Glass Door 72 x 96' (Series 150) 17-1218.20 6: Single Hung Window 37 x 72 (Songs 110) 17-1018.08 7, Single Hung window Mulled 37 x 72 (Series 1.10) 17-1018.08 6. Single Hung Window Mulled 37x72 (Series 110) 17-1018.08 9. Single Hung Window 37 x 72 (Series 110) 17-1018.08 - 10. Single Hung Window 37 x72 (Series 110) 17-1018,06 O�J \YED Other Unit 8 7 s 9 1x4x72 mullion 5 4 Living Room 3 Egress Bedroom MRH 40' 3rd Floor Bath Room Beth Bath Kitchen Roam Room 0 ain Doo Bedroom 10 Egress 2 1x4x72 mullion®�� �O O 0 llg� , N N fM 0) * V Q a Q J a oLL G1 s U :c =a U) Z t: CD0 LL tT 10T TO SCALE ag 14, 2019 3rdaFloor a1 1