Loading...
HomeMy WebLinkAboutDrawing, layout FOLDING SHUTTER CORP. ENGINEERING LAYOUT SHEET i CUSTOMER NAME WORK ORDER N0. SHEET 0 i 19 o BY: DATE: PRGO �Z�� lo ' 7 ►q AY°v'i1 RECEIVED Out--51099 permltting Department St,Lucle County �I fa i v,n _ c x C o Z � G � N � n n Cr Z. i v�+ C� bi I a �o i I ®pY PR003 I lb(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 DEERFIELD BEACH, FL 33442 Max Positive Pressure(PMAx+) PMAx+ = gh(6c GCppDs+ GCpi) PMAx+ = gh(9e GCppos + GCpi) PH:(954)354-0660 FAx:(954)354-0443 WWW.ENGEXP.COM Max Negative Pressure(PMAx-) PMAx-= gh(ec GCp,-g-GCpi) PMAx-= gh(9C GCpneg-GCpi) Wind Load Calculation ASCE 7-10 Ch 30 Wind Loads-Components and Device Calculations:ASCE 7-10, Chapter 30,All Subsections Cladding Size Elevation Area AreaTPIRax+' Pinax- 6th Edition(2017)Florida Building Code # Zone Kz GCp+ GVr+p- (W x H) (ft) (ft?) (ft2), Gz � (Ib/ft2) '. • (Ib/ft?). Site Information 1 785x 105 End 7 572.40 _ 1426.45 1.03 61.03 0.6 -1.0 - 31.4- 62.0-- Owner: FARGO 2 73 x 105 Int 7 53.23 25.52 1.03 61.03 0.8 -0.8 39.1 -53.6 3 89 x 105 1 Int 1 7 64.90 1 25.52 1 1.03 1 61.03 0.8 -0.8 38.4 -52.9 Wind Speed(V): 165 MPH Exposure Category: D Velocity Pressure Coef.(Kh): 1.48 ASCE 7-10 Cb.30.3.1 Table 30.3-1 Directionality Factor(Kd): 0.85 Topographical Factor(KZT): 1.0 Structure Information RCF 0® h Risk Category: II G Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ®� G ASCE 7-10 Table 26.11-1 Mean Roof Height(h): 120 ft. a O Roof Slope(9): Flat y Roof Slope Coefficient(Ac): (),9 1111111111 Min.Building Dim.(L): 90 ft. �® �/� �\\\\gDN3 End Zone Distance(a): 9 ft, _Z/0O 1.THLSNFORMATgN SNTENDED TOPROVDEDESGN PRESSURESFORHEPURPOSEOFTHENSTALLATION OFGLAMD UNIM&OPENING PROTECTION ASPROPOSED AND PROVIDED WOTHERS.NO CERXICATION,ERHER GORDON DI T STO,P.E. EWRESSEDORMRtFD,SOFFERED TMHEVALIDRYOR APRgAA��C1fYOFPNYPROPOSFDSYSTEMOfl COMPONENT USED ALONG WITH THESEPRESSURESALL PRODUCTSSHALL BENSTALLED IN STRICTAge(YDMCEWRH �y [' ) - VALDFLOflDAPRODUCTPPFROVPLSANDMUSTMEETTHESEPRl?SSUAESFOR THEGNEN SRELMRATIONS 1.1 }t-A FLP ��y�a')T 2.NOCERTFEATgNORREVEWSOFFEREDTHATTHE PROPOSED UfJITSMEETANYEGRESSREOUNEMENT&ALL EGRESSSSUESARETO BEADDRESSED BYTHEPERMITTIMG CONTRACTOR AND THELOCAL-B[JLQNGOEFICWL. Prepared In aCCOrdaaCC WIIh:ASCE 7-IO. S.TNEHOS STRUCTURES SSUMEO TO BEADC-0UATETO WRHBTARD THELOADSMPOSED BYTHSDESSN ABWORKRFI LACESFWTNG FRAMNG.OR OPENNGSDESDNED AND CERT FED By ENGNEE{COF yESQRD(EOR).eo' ^ Ch 30. Wind Loads-Components and Cladding THECON RPCTOR SULDNG OFFICIALSHA LVFA6YTHATTHE$U MTRATE EXPOSED DURING WORK SSOUND FOR NSTALLAMN OFTHSSYSTEM.F DEFICENCESAREFOUND N THEE)aPNG HOST STRTTC SENGNEER `' P _ _ g OR THEEOR SHPLLBENOTFED BEFORECONTNUNG CONSTRUCTION AND RESFAVESTHERGHTTO RE-NSPECTAND REEVALUATEDCSGN.NOWARRANTY.ERHER EXPRESSED OR MPLED,SCONTANT31HER W. __. _ _6th Edition(2017)FlorldQ Bulldtng Code -4:DMEJSDNSAR ESHOWNTO ILLUSTRATE DESGN'PORCTSAND OTHER DESIGN C RUM[A.THEYMAYVARYSUGHTLY,TO TH EEXTENTTHATTH E OPENING AR EA S NOTSMALLERTHAN S%OF THE EN GNEER ED4�SG�•, `` - CONTRACTORSTOVERFYALLFELDD0. SDNSPRDRTONSTALLATDN. �� '>6 as 5.MONEER SFAL AFFIXED HERETO VALDATESSTRUCTURAL DESIGN ASSHOWN ONLY.USEOFTHSSPECFICATDN WCONTRACTOR.,t,LNDWNFIES&SAVESHARMLESSTHS ENGINEER FOR ALLCOST&DAMgG£S BSC B7(i V• ©2019 E-Tempest.com LEGAL FEES&APPELLATEFEESRESULTNG FROM MATERIAL FABRICATION,SYSTEM ERECTION&CONSTRUCTION PRACTICESBEYOND THATWHIOH SCALLED FOR BYLOCAL,STATE&FEDERAL CODES&FROM DE,4A S,j/TH5 ID:foldingshutter-PO9232019010 6.ENGNEERNGEXPRESSHASNOTVSREDTHSJOBSRENFORMATIONCONTANEDHERENZak%EDONCONTRPLTORSUPPLIEDDATAANDMEASUREMFNTSQJGNEER NG SMESSSHALL NOT BEHELD RESPONSStEOR CV�LyN,'• .. .• �� ANYWAYFOR ERRONEOUSOR NACCURATEDATAOR MEASUREIAENTSWORKSHALLBEFELD VERFrD PRIOR TOCONSTRUGMN.ENGNEERNGEXPRESSSHALLBENOTFEDANDGNENANOPPORTUNTTYTOREEG U T UR 1/t/ WORKUPON DISCOVERYOF ANYNACCURATENFORMATDN PRIORTO MODFDATION OF EIVING FIELD CONDITIDNSAND FABRICATION AND NSTALLATION OFMATERNLS y 10/16/2019 Par1e 1 of 1 EXCEPTASEXPRESSLYPRONOEDHEREN,NOADOMONALCERTFICATIONSORMMMATIONSARENTENDED. ��� NO NEER SEAL J •ALTERATDNSADDRIONS,OROTHERMARKNGSTOTHSDOCUMENTARENOTPERMffTEDANDNVALIOATEOURCERTFDATDf/I1j \np1 (1)JOBONLY JOB INSPECTION SHEET Job Name:Fargo WO# 09232019010 Anchor Opening Spacing Wall Size Shutter Shutter Shutter Top Unit No. pressure W x H Width Height Span Bottom 1 62 785 x 105 785 105 102 2 53.6 73 x 105 73 105 102 3 52.9 89 x 105 89 105 102 it �b 6.34Np 1 10, Ox CP i