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HomeMy WebLinkAboutProject information ENGINEERING EXPRESS® Design Wind Pressure(PMAX+, PMAX-):ASCE 7-10, Ch.30.4.2130.6.2 w 160 SW 12th AVENUE, #106 h<60=ft7s h>60Tft DEERFIELD BEACH, FL 33442 Max Positive Pressure(PMAX+) PMAX+ = gh(Bc GCppos+ GCpi) PMAx+ = gh(6c GCppos+ GCpI) PH:(954)354-0660 FAx:(954)354-0443 WWW.ENGEXP.COM Max Negative Pressure(PMAx-) PMAx-= gh(ec GCpneg-GCpi) PMAX-= gh(6c GCpney-GCpi) Wind Load Calculation ASCE 7-10 Ch 30 Wind Loads-Components and Device Calculations:ASCE 7-10, Chapter 30,All Subsections Cladding Sie Elevation area Arear PmaX+ 6m Edition(2017)Florida Building code # (W x>H) Zone"' K� q�. , q GGp+ GCp (Ib/ft?) (Ib/ftp) -Site-Information- -________- _ 1 97 x 109 Int 7 - 73.42 27.50 1.03 - 64:79 0.8 -0.9 -36:6- --40-1- Owner: Hutchinson Island Shoppes 2 76 x 109 Int 7 57.53 27.50 1.03 64.79 0.9 -1.0 37.3 -40.8 LLC 3 131 x 109 Int 7 99.16 39.72 1.03 64.79 0.8 -0.9 35.8 -39.3 Wind Speed(V): 170 MPH Exposure Category: D Velocity Pressure Coef.(Kh): 1.03 ^ 0 zo fr- ASCE 7-10 Ch.30.3.1 Table 30.3-1 Directionality Factor(Kd): 0,85 Topographical Factor(KzT): 1.0 REVIEWED FO R Structure Information CODE COMPLIANCE ST. LUCIE COUNTY BOCC loo :dpi of 1 ,r�rEa oil =�:'l;rytl slo 4 Risk Category: II Building Classification: Enclosed File COPY Int.Pressure Coef.(GCpi): 0.18 ASCE 7-10 Table 26.11-1 Mean Roof Height(h): 15 ft. Roof Slope(6): Flat Roof Slope Coefficient(Ac): 0.9 Min.Building Dim.(L): 9 ft. i End Zone Distance(a): 3 ft. �N O0�. GSE Q - ------ - -- --- -- 1.THMNFORMATIONENTDJDEDTOPROVDEDESDNFRESSURESFORTHEPURPOSEOFTHENSTALLATDNOFGL MUNRS80PENNGPROTECTDN/SPROPOSEDANDPROVIDEDBYOTHERSNOCERTFICATDN.ERHMRDOND ATTISTO��. EXPRESSEDORMPLED,SOFFERED ASTO THEVALDRYOR APPLDABLRYOFANYPROPOSED SYSTEM OR COMPONENT USED ALONGWaH THESEPRESSURESALL PRODUCTSSHALL BENSrALLEDIJSTRIOTACCORDANCEVC� . VALD FLORDAPRODUCTM OVALSMIDWUMEETTHESEMESSURESFORTHEGNENSTCELMRATIONS - ELP 82328 • W_ 2.NO CERTIFICATION OR REVIEW LSOFFFAED THATTHE PROPOBED UNRSMETTPNVE'GRESSREOUDTEMENTSALL EGRESS65UESMETO BEADDRESSFD BVTHEPERMRTNG CONTRACTOR ANDTHELOCPL BUILDING OFELIAL. repared In aCCOIdanCC W1t11:ASCE 7-1 Q. 3.THEHOSr STRUCTUREISASSUMEDTOSEAO EOUATETOWITHS ANDTHELOADSMPOSEDBYTHEDESnN/ WORKRE ESEaSTNGFRAMNG,OROPENNGSDESDNEDANDCERTFEDBYANENGNE OFRECORQ.CWR1. C1i30.-WindLoads--_Components-and Claddin THECONTRACTORWLDNGOFFICIAL SHALL VERFYTHATTHESUBSrRATEEXPOSEDDURNGWORKISSOUNDFOR INSTALLATION OFTHISSYSTEhLFDEFDEHCFSAREFOUNDNTHE E=NGHOSTSTRUCTURETHIS'ENGN r.� g----- --OFt THEEORSHALLBENOTFEDBEFORECONTNUNGCONMUCTDNANDRFSERVESTHERnHTTORE-NSPECTANDRElYALUATEDESDN.NOWARRANTY.13THER EXPRESSED OR MPLED,SCONTANED HEREIN.-�- -- -�- ---- th Edition(2017 Florida BuildingCode 4.DMENSDNSARESHOWNTOLLUSTRATEDESDN FORCESANDOTHFR DESDNCRRERWTHEYMAYVARYBLDHTLY•TOTHEE(rENTTHATTHEOPENNGAREASNOTSMALLERTHAN5%OFTHEENGNEEREDDESnN. . T� ` CONTRACTOR ETO VFRFYALL FELD DMBJSDNSPRDR TO INSTALLATION. 5.ENGNEER SEAL AFFD®HERETOVALDATESURUCTURALDESION ASSHOWN ONLY.USEOFTHESPECPIOATION BYCONTRACTOR,eIaLNDE RESSSAVESHARMLESSTHEENGNEER FOR ALLCOST&DM1AGE5NCLUDPJLi ©2020 E-Tempest.com LL WAL FEESLAPPELLATEFEESRESULTNG FROM MATERIAL FABRICATION,SYSTEM ERECTION,LCONSTRUCTION PRACTDESBEYONDTHATWHDH ISCALLEDFOR BYLOCAL.STATESFEDERAL CODESSFROM DEVIFTIONSOF TUG/p FLO Q, ID:odonnell-P9592 6.ENGNEERNGEXNi ESSHASNOTVWMTHSJOBSRENFORMATIONCONTANEDHERENERASEDON CONTRACTOR SUPPLED DATAAND MEASUREMENTS ENGNEERNG ENPRESSSHALL NOTBEHELD RESPONSE LEORLNB EPS �-CERT A ANYWAYFORERRONBOUSORNACCURATEDATAOR MEASUREMENTSWORKSHALL BE FELD VERFIED PRIOR TO CONSTRUCTIONANGNEERNG F(PRESSSHALL BENOTFIFD AND GIVEN AN OPPORTUNITYTO REVALUATE OUR /p rT WORKUPONDWOVERYOFANYNACCURATENFORMATIONPRIOR TOMODFCATION OFEX6TNG FELD CONDIDONSAND FABRIOATDN AND INSTALLATION OFMATERVI.S01/28�2020 Page 1 of 1 T•EXCEPTASEXPRTSSLYPROVDED HERE-N.NOADDRIONALCERTFCATIONSORAFFIRMATDNSARENTENDED. / 1'ALTERATIONSADDrrDNSOROTHERM INGSTOTHBDOCUMENTARENOTPERMIrrEDANDNVALDATEOURCERTF10 N' / ,t ,IOBONLY