Loading...
HomeMy WebLinkAboutEngineering ENGINEERING EXPRESS° Design Wind Pressure(PMAx+, PMAX-): ASCE 7-10, Ch.30.4.2130.6.2 160 SW 12th AVENUE, #106 h<--60 ft. - — h>60 ft. DEERFIELD BEACH, FL 33442 Max Positive Pressure(PMAx+) PMAx+ = gh(9G GCppos+ GCp) PMAx+ = gh(Oc GCppos+ GCp) PH:(954)354-0660 FAx:(954)354-0443 WWW.ENGEXP.COM Max Negative Pressure(PMAx-) PMAx-= gh(6D GCpm-GCp) PMAx-= gh(6e GCpneg-GCp) Wind Load Calculation ASCE 7-10 Ch 30 Wind Loads-Components and Device CalculationSMSCE 7-10, Chapter 30,All Subsections Cladding Size Elevation Area Arear Pmax+ Pmax- 6th Edition(2017)Florida Code # (W x H) Zone (ft) (ft2) (ft2) KZ q, GCp+ GCp- (lb/ft2) (lb/ft2) Site Information 1 640.5 x 98.251 End 1 110 1 437.01 1 949.63 1 1.46 1 86.31 1 0.6 1 -1.0 1 40.9 1 -64.5 Owner: DENTON, FRED Wind Speed(V): 165 MPH Exposure Category: D Velocity Pressure Coef.(Kh): 1.54 ASCE 7-10 CIL 30.3.1 Table 30.3-1 Directionality Factor(Kd): 0.85 Topographical Factor(KzT): 1.0 Structure Information Slop\ R� P Risk Category: H Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ��11 11171 qr ASCE 7-10 Table 26.11-1 Mean Roof Height(h): 150 ft. \��� �� �'• ��� //� Roof Slope(9): Flat Roof Slope Coefficient(0c): 0.9 Min.Building Dim.(L): 75 ft. - No 46S49aIC$ennardo PE End Zone Distance(a): 7.5 ft. ;a �L PE#'i549 C/A 9885 ® �F 1.T ISNFORMATDNISNTENDEDTOMOVDEDESDNMESSURESFORTHEMRPOSEOFTHENSTALLATDNOFGLAZMUNRS&OPENNOMOTECTDNASMOPOSMMDMOVI)M`V DER N. XP M R®EXPRESSED OR .60FFERm ASTO THEVALDTIYOR AMCABLRYOFANYPROPOSED SYSTEM OR COMPONENT USED ALONG WIN THESEPRESSURESALL PRODUCTSSHALL BEN STR CTO� ICE VALDFLORDAPRODUCT APPROVALSAND MUST MEETT-IESE PRESSURESFOR THEGNEN SUE IMITATIONS. IL nu ��2.NOCERTFCATONORREVIEWISOFFEREDTHATTNEMPOSED UNITSMEETANYEGRESSREOUREMENTSALL EGRESSISSUESARETO BEADDRESSED EIYTHETERMITNG CONTRACTOR AN LVL LDTYJO I'Arepaled In accordance Wrth:ASCE 7-10. &.THEHOST STRUCTUREEASSUMEDTOBEADEOUATETO WITHSTAND THELOADSMPOSED EYTHISDESTN ASWORKRTRACESS(SRJG FRNRIG.OR OPENNGS DESIGNED AND CERTFED BY OV$� REC.Ch 30. Wind Loads-Co onents and Claddin THE CONTRACTOROULDNGOFFCIAL SHALL VERFYTHATTHESUBSTRATEDMSm DURING WORKISSOUND FOR NSTALLATON OFTHISSYSRMF DEILENCIESAAEROUNO N THEEMY NGT1�a yT G GINjnp S ORTHEEORSHALLBENOTFED BEFORECONMUNG CONSTRUCTION MID RESERVESTHEROHTTO RE-NSPECTAND REEVALUATE DESIGN.NOWARRANTY.BTHERDMRESMDORMRED.ISCO th Edition(2017 Florida Buildin Code 4.DMENSONSARESHOWN TO LLUSTRATEDESON FORCESAND OTHER DESIGN CRREUATHEVMAYVMIYSLOHTLY.TOTHEIX TTHATTHEOPENNG ARFAISNOTSMALLER THAN 5%OFTHEENGCONTRAC � /q g S. EIGIN SEA.BARMED HERETO VMDATESSTRUCTUR DES13N AS OWN ONLY.USEOFTHISSPECFCATDN BYCONTRACTOR.oteLNDE FES&SAVESHMMESST E ENGINEER FOR ALL COST a DAM/V3 NtLpt� 9 ©2020 E-Tempest.com LEGAL FEES&APPELLATEFEESRESULTNG FROM MATERIAL FABRCATON.SVSTEU ERECTDN.&CONSTRUCTON PRACTCESBEYOND THATWHCH ISCWl®FOR SYLOCAL.STATEB FEDERAL CODES&FROM DEVWTONSOFTHIS PLAN. 1D:foldingslzutter-P05262020008NO301 B.ENGNEERNGDRRESSHASNOTVISTEDTHISJ0(SIENFORMATONCONTANE)HEiENISBASEDON CONTRACTOR SUPPLEDDATAANDMESUREMENTSENGNEERNGD(PR6SSHALLNOTBEHELDRFSVNSIELEORLL46EN C AUTH#9885 MTY WAYFOR ETRONEOUSOR NACCURATEDATAOR MEASUREJENTSWORKSHALLSEFELD VERIFIED PRIOR TOCONSTRUCTONANGNEERN ExR G iESSEHALLSENOTFE AND D GIVEN AN OPPORTUNITYTOREEVALUATEOUR WORKUPON DISCOVEiYOF ANYNACCURATENFORMATON PRIOR TO MODIFICATION OFE)WTNG FELD CONDRIONSAND FABRICATION AND INSTALLATION OF MATERIALS WrrH ENGI SEAL 08/17/2020 Page 1 of 1 T.EXCEPTASEPRESSLYPROVDED H ERE-N.NOADDITONAL CERTFCATIONSOR AFFRMATDNSARENTFNDED. g ALTERATONSADDIRJNSOR OTHER MFRKNGSTOTIIEDOCUMEITARENOTPERMIREO AND NVALDATEOUR CERTIFICATION• VALID FOR(1)JOB ONLY I Customer: DENTON #1206 WorkOrder Number: 05262020008 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -64.5 640.5 98.25 640.5 98 94.75 9"o.c. 9"o.c. I i I I I