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HomeMy WebLinkAboutAPPROVED, EngineeringCORPORATE OFFICE: - 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 (954) 354-0660 1 (866)396-9999 TEAM @ ENGIN EERINGEXPRESS. COM ENGINEERINGEXPRESS.COM Wind Load Calculation ASCE 7-I 6 Ch 30 Wind Loads - Components & Cladding 7th Edition (2020) Florida Building Code Site Information owner: ROBIN COOGAN Wind Speed (VuLT): 160 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.08 Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: II Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 Mean Roof Height (h): 20 ft. Roof Slope (0): Sloped Roof Slope Coefficient (0c): 1.0 Min. Building Dim. (L): 4 ft. End Zone Distance (a): 3 ft. Prepared in accordance with: ASCE7-16. Ch 30. Wind Loads - Components & Cladding 7th Edition (2020) Florida Building Code Design Pressure ASD (allowable stress design) Wind Velocity is VOLT (ultimate) VASD=sgrt(O.6 * VoLT) © 2021 E-Tetnpest.con: ID: odonnell-P11042 10/07/2021 Page 1 W--cion Winil Preccnre (PMAx+. PMAX-1: v h:560 ft. h>60 ft.':" ' Max Positive Pressure (PMAx+) PMAx+ = gh(6o GCppos + GCpi) PMAx+ = gh(Oc GCppos + GCpi) Max Negative Pressure (PMAx-) PMAx- = gh(Oc GCpvg - GCpi) PMAx- = gh(Oe GCpneg - GCpi) navira (`alrnla*inns• ARIL F7_1Ki Chnntor 40 All.Cuh-tin- # Size (W x H) . ' , Zone° 'Elevation (ft): Area ' (ft2) AreaT - (ft2) Kz : q= `` , GCp+ GCP- PmaX+.. (lb/ft2) . PmaX- (Ib/ft2) 2 37 x 71 Int 7 18.24 11.67 1.03 57.39 1.0 -1.1 41.0 -44.7 3 36 x 71 Int 7 17.75 11.67 1.03 57.39 1.0 -1.1 41.1 -44.7 4 26 x 71 Int 7 12.82 11.67 1.03 57.39 1.0 -1.1 42.0 -45.6 5 26 x 71 Int 7 12.82 11.67 1.03 57.39 1.0 -1.1 42.0 -45.6 6 112 x 102 Int 7 79.33 29.04 1.03 57.39 0.8 -0.9 37.0 -40.6 7 126 x 104 Int 7 91.00 36.75 1.03 57.39 0.8 -0.9 36.6 -40.2 8 126 x 104 Int 7 91.00 36.75 1.03 57.39 0.8 -0.9 36.6 -40.2 9 47 x 96 Int 7 31.33 21.33 1.03 57.39 0.9 -1.0 39.5 -43.2 10 53 x 71 Int 7 26.13 11.67 1.03 57.39 0.9 -1.0 40.0 -43.7 11 53 x 71 Int 7 26.13 11.67 1.03 57.39 0.9 -1.0 40.0 -43.7 12 143 x 86 Int 7 85.40 47.34 1.03 57.39 0.8 -0.9 36.8 -40.4 0 CV I O 119 N O C7 > LO U z JEL C) Uj OTHER&NOCERTMATDN,ETfHERDfPRESSEDORMPLIED.60FFERED ASTO THEVALDRYOR APPLIOABLITYOFANYPROPOSE) SYSfE4OR COWONENT USED ALONG WITH THESE L -e RlChard'Neet P.E:.,[FL PE:H6488] °"d PRESSURE&ILLLPRODUCTSSHALLSENSTALLED N STRDTACCORDANCEWRH VALD FLORDAPRODUCTAPPROVALSMID MUSTMFEfTHESEPRESSURESFOR THEGNEN SFE LAIRATIONS. 2. NO C ERTFIOATION OR RE 6OFFERED THAT TH E PROPOSED U NITSME-ETANYEGRESSREOUNFMENTS. ALL EGR ESSISSU MARE TO BEAD DRESSED BYTHEPERMRTNGCONTRACTOR �- ANDTHELOCALSULDNGOFFICK. 3. THEHOSrS RUCTUREISASSUMEDTOBEADEOUATETOWRHSTMDTHELOMSMPoSEDWY ISDMDNASWORKR@-4CESECSTNGFRAMNG,OROPENNGSDESGNEDMDCMTF® i BYAN ENGINEER OFRECORD(EOR).THECONTRACTOR,BULONG OFFICIAL SHALL VEREFYTHATTHESUBSTRATEEJPOSEO DURING WORK6 SOUND FOR INSTALLATION OFTHISSYSfEAF DEFDENCESAREFOUNDNTHEECETNGHOSr STRUCTURE.TH6ENGN EER OR THEEOR SHALLSENOTFED SEFORECONTNUNGCONSTRUCTON AND RESERVMTHEROHTTO RE- r ♦ - NSPECTAND RE-EVALUATEDESON. NO WARRMTY.MMEi EXPRESSED OR MPLm,6CONTANED HMEN. ; ^` 4. DMEdSONSARESHOWN TOLLUSTRATEDESIGN FORCMANDOTHER DESIGN CRITEiLATHEYMAYVARYSLOHTLY.TOTHEEME.ITTHATTHEOPFNNGAREASNOT&WJLMR ANS%OF THEENGNEEREDIDESIG CONMArTORSTOVERFYALLFIE.DDFAMSIDNSMDRTONU&LAMN. 6. ENO WEER SEALAFFD® HERETOVALDATESSMUCTURALDESONASSHOWN ONLY.USEOFTHISSPECIFOATON BYCONMACTOR,.I.LNDEMNFES&SAVESHMMLMSTHSENONEER FOR w9t GQ,a ,��{ i��,C �S r•�`� ALL COST& DAMAGMNCLUDNG LEGAL FEMBAPPELLATEFEMRMULTNG FROMMATERIAL FASRIOATION,SYSTEM ERECTION&CONSTRUCTION PRACTIOMBEYOND THATWHIOH is l L=• CALLED FOR BYLOCPL,STATE&FEDERALCODM&FROMDEWITONSOFTHIS M. � 6. MGNEMNGEXPRESSHfSNOTV6RE SJOBSRENFORMATONCONTANEDHMENIS&--DONCONMR TORSUP0.mDATAANOME/SUREMENTS.dGNEMNGF ESSSHALL NOTBEHELDRESPDNSELEOR LbAME N ANYWAYFOR ERRONEOUSOR NACCURATEDATAOR MEASUREENT&WORKSHALL BEFELD VERIFIED PRIOR TOCONSTRUCTON.ENGNEEFNO EXPRESSSHALLBENOTFfa AND GM34 AN OPiORTUNfTYTOREEVALUATEOURWORKUPON DISCOVMYOFANYNA.CCURATENFORMATION PRIOR TO MODIFICATION OF EX6TNGFBD� i-CONODONSAND FABRICATION AND INSTALLATION OFMATERIAL + T 7. EXCEPTASOffRESSLYPROVDE EDHERN,NOADDRONALCETIRCATOO NSORAFFRMATNSARE NTENDED. L(��, :IOB;ONLY ' ALTMATON%ADDMONS,OR OTHER MNRKNGSTOTH6DOCUMEITARENOTPERLWrrED AND NVALDATEOUR CERTIFICATION• �.. J 1. MISINFORMATION 6NTEIDED TO PROVDEDESIGN PRESS)RMFOR THEPURPOSEOFTHENSTALLATION OFGLAMD UNITS&OPENNG PROTECTION AS PROPOSED AND MOWED BY