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HomeMy WebLinkAboutWind Load Calculation ENGINEERING EXPRESS° Design Wind Pressure(PMAX+, PMAX-): ASCE 7-10, Ch.30.4.2130.6.2 160 SW 12th AVENUE, #106 h:560 ft. h>60 ft. DEERFIELD BEACH, FL 33442 Max Positive Pressure(PMAx+) PMAX+ = gh(9D GCppos+ 13%) PMAx+ = n(eC GCppGs+ GCpI) PH:(954)354-0660 FAX:(954)354-0443 g WWW.ENGEXP.COM Max Negative Pressure(PMAx-) PMAx-= gn(Oc GCpneg-GCpI) PMAx-= gn(9e GCpneg-GCpI) Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads-Components and Device CalculationS:ASCE 7-10, Chapter 30,All Subsections Cladding Size Elevation Area: AreaT q Pmax+ Pmax- Sth Edition(2014)Florida Building Code # (W x H) Zone (ft) (ft2) (ft2) K _ GCP+ GCP- (Ib/ft2) (Ib/ft2) , Site Information 1 18 x 62 Int 7 7.75 8.90 1.03 57.39 1.0 -1.1 43.8 -47.5 owner: Richard or Terry Sinai 2 18 x 62 Int 7 7.75 8.90 1.03 57.39 1.0 -1.1 43.8 -47.5 3 52 x 50 End 7 18.06 6.26 1.03 57.39 1.0 1 -1.3 1 42.1 -55.2 4 36 x 52 Int 7 13.00 6.26 1.03 57.39 1.0 -1.1 43.0 -46.7 Wind Speed 160 MPH 5 36 x 62 Int 7 15.50 8.90 1.03 57.39 1.0 -1.1 42.5 -46.2 Exposure Category: D Velocity Pressure Coef.(Kh): 1 11 ASCE 7-10 Ch.30.3.1 Table 30.3-1 Directionality Factor(Kd): 0.85 Topographical Factor(KzT): 1.0 Structure Information SL a R�p� RCF o'�P��✓! Fhtl f� sro F 4 Risk Category: II Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ASCE 7-10 Table 2611-1 Mean Roof Height(h): 23 ft. Roof Slope(9): Sloped Roof Slope Coefficient(9c): 1.0 - Min. .0 'Min.Building Dim.(L): 9 ft. End Zone Distance(a): 3 ft. 1.THISNFORMATIONISNTENDEDTOPROVDEDESGNPRESSURESPORTHE PURPOSEOFTHENSTALLATONOFGLAZEDUNRS&OPENNGPROTECTION ASNH0IOSEDANDPROVIDED SYOTHERS.NOCERTFCATON.EITHER GOR)OAUTH 0,P.E. EXPRESSED OR MKED.SOFFERED ASTOTHEVAUDITYOR APPLCABLITYOFANY PROPOSED SYSTEM OR COUPON ENT USED ALONG WITH THESEPRESSURES ALL PRODUCTSSHIXL SEN STALLED N STRCTACCORDANCE WRH Prepared in accordance with: VALID FLORIDA PRODUCT APPROVALSANDMUST MEETTHESEPRESSURES FOR THEGNFNWELMRATDNS 2.NOCERTFCATON OR REVIEW COFFERED THATTHEPROPOSED UNRSMEETIWYEGRESS REOUNEMENTSALL EGRESSGSUESARETO READDRESSED SYTHEPEAMRTNG CONTRACTOR AND THELOCAL BUILDING OFFICIAL. ASCE 7-10.Section 30. Wind Loads-Components and S.THEHOSTSTRUCTURE CASSUMEDTOSEADEOUATETOWIIHSTANDTNELOADSMPOSEDRYTH6DESGNASWORKREPLACESEJISTNGFRAMNG,OROPENNGSDESIGNED AND CERTFEDWAN ENGNEEROFRECORD(EOR). CladdingTHECONTRACTORRULDNGOFFCL4LSHALLVERFI'THATTHESUBSTRATEOMSEDDURNOWORKCSOUNDFOR NSTALLATONOFTHSSYSTEMFDEFICENCESAREFOUNDNTHEEXCTNGHOSTSTRUCTURE71SENONEFR OCT17 ORTHEEORSHAI.LEENOTFEDSEFOR ECONTNUNG CONSTRUCTION AND RESERVESTHERGHTTO RENSPECTAND REEVALUATE DESIGN.NOWARRANTY ETMER E)TRESSED OR MRED,S CONTAINED H ER EIN. 5th Edition/2014 Florida Buildinnn Cade 4.DMENSONSARESHOWNTOLLUSTRATEDESGN FORCESAND OTHER DESIGN CRMLA.THEYMAYVARYSLGHTLY,TOTHEEENTTHATTHEOPENNGAREASNOTSMPLLERTHAN S%OFTHEENGNEEREO DESIGN. 1 ) O CONTRACTORETOVERFYALLFELDDMENSONSMORTONSTALLATON. 5.ENGINEER SEAL AFFIED HERETOVALDATESSTRUCTURAL DESIGN ASSIIOWN ONLY.USEOFTHCSPECFCATON SYCONTRACTORM.LN DEMNFES&SAVESHARIA.ESSTHSENGNEEA FOR ALLCOST&DAMAGESNCLUDNG ©2017 E-Tempest.com LEGALFEES&APPELLATEFEESRESULTNGFROMMMERIALFABRCATION,SYSTEMERECTON,&CONSTRUCTDN PRACTICESBEYONDTHATWHCH SCALLED FOR BYLOCAL.TATE&FEDERALCODES&RIOMDEVMTHONSOFTHC PLAN. ID:stolmtight-P6168 S. FNGNEFANGFXPRESSHASNOTV9TEDTHSJOBSRENFORMATONCONTANEDHMMIS 15EDONCONTRACTORWPKEDDATAANDMEASUREMENT&ENONEERNGDERESSSNALLNOTSEHELDRESPONSCLEORLNBLEN O885 ANYWAYFOR ERRONEOUSOR INACCURATE DATAOR MEASUREMENTSWORKSHALL BE FELD VERFED PRIOR TOCONSTRUCTON.ENGNEERNG EXPRESSSHALL SENOTFED AND GIVEN AN OPPORTUNRYTO RE-EVALUATEOURWORKUPONDSCOVERYOFANYNACCURATENFORMATONPRIORTOMODFCATONOFBKISTNGFELDCONDRONSANDFABRICATONANDNSTALLATIONOFMATERWL& WITHER SEAL 10/10/2017 Page 1 of 1 7.EXCEPT ASEXPRESSLYPRONDEDHEIHEN,NOADDRIONALCERTFOATICNSORA IRMATIDNSPAE NTENDED. 'ALTERATION ADDRONS.OROTHERMARIRNGSTOTHCDOCUMENTARENOTPERMRTEDANDNVALDATEOURCERTFCATION' VALID FOR JOB ONLY STMR IGHT 1918 Corporate Drive I OWS Boynton Beach,FL 33426 WNDPh.561-922-6747 Fax.561-292-3562 Property Infonnation Building Information Owner: Richard or Terry Sinapi Wind Zone: 160 MPH. Address: 5609 Spruce Dr Exposure Category: D Fort Pierce,F134982 Minimum Building Dimension: 9 ft. Mean Roof Height: 23 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(paPressure(psf) ll 1 Int 18 62 7 43.8 -47.5 2 Int 18 62 7 43.8 -47.5 3 End 52 50 7 42.1 -55.2 4 Int 36 52 7 43.0 -46.7 L5 Int 36 62 7 42.5 -46.2 6 Int 7 42.5 -46.2 Prepared in accordance wish:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code. Page 1 of I WINDOW & DOOR OPENING INFORMATION A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING MULLION SHUTTERS NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF DIMENSIONS REQ Y/N SIZE REQ Y/N/NA 1 Int W 7B°LamilG 15-0618.03 55 55 43.8 -47.5 74x63 18x62 N N 2 Int W 7,R.,Lami IG 15-0618.03 55 55 43.8 -47.5 74x63 18x62 N N 3 End W 7/8°LamilG 15-0618.03 55 55 42.1 -55.2 74x63 52x50 N N 4 Int W 78"L."'i IG 15-0618.05 55 55 43.0 -46.7 36x68 36x52 N N 5 Int w 7/8"LamilG 15-0618.05 55 55 42.5 -46.2 36x68 36x62 N N 6 Int YY