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Home My WebLink AboutPLANSIt(ENGINEERING EXPRESS 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAx: (954) 354-0443 WWW.ENGEXP,.COM Wind Load Calculation ASCE 7.10 Chapter 30 Wind Loads - Components and Cladding 5th Edition (2014) Florida Building Code Information Owner: Wind Speed (V): 165 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.57 ASCE 7-10 a. 30.3.1 Tabie 30.3.1 Directionality Factor (Kd)'. 0.85 Topographical Factor (KZ ): 1.0 Structure Information Risk Category: II Building Classification: Enclosec int. Pressure Coef. (GCpi): 0.18 ASCE 7-10 hobte 26.11-1 Mean Roof Height (h): 170 ft. Roof Slope (B): Flat Roof Slope Coefficient (0c): 0.9 Min. Building Dim. (L): 48 ft. End Zone Distance (a): 4.8 ft. Design Wind Pressure (PuAx+. PMAx-): ASCE 7-10. Ch. 30.4.2130.6.2 Ld h'<60 f h>60 ft. Max Positive Pressure (PMAx+) PMAx+ = gh(OD GCpoon + GCpi) PMAx+ = gh(OG GCS + GCpi) Max Negative Pressure (PMAx-) PMAx- = gh(Oc GCpReg - GCp) PMAx- = gh(6e GCpw - GCpi) Device Calculations:ASCE 7-10. Chaprer 30. All subsections ``# Size (Wtx H) Zone Elevatliii (ft)•,.. A"rea (ftK) Anear " )* (it2 . � _: ¢ w ,� Xqr S GCp+, :GCps P is + :, 2 (Ib/ft) ' PRNI.- 2 (lb/ft) 1 98.25 x 96.75 Int 30 66.01 22.35 1.16 68.85 0.8 -0.8 42.6 -56.2 2 497 x 96.25 End 30 332.20 571.78 1.16 68.85 0.6 -1.0 34.8 -65.9 3 71 x 96 End 30 47.33 21.33 1.16 68.85 0.8 -1.6 43.9 -98.6 4 110 x 95.5 End 30 72.95 28.01 1.16 68.85 0.8 -1.5 42.3 -92.6 C M d9! D 1 • E .J Prepared in accordance with: 1. -------BYGmmsxucNF EaREROO OR Fmm.soNmmuromevunmonuasranroFxrcmawsmsmErnonwAsuimrusmuexGwnHmESETFmREsurTooMcrosxru e1NRfaLm N smeTAGCORDr Cc su bum F1oRRMMO0VGToM(RM48NIU M STM07THM TraUXmFOR msGoul Sa RRIFTONS GORDON DIBA7rRqTO,P.E FLPE ASCE 7-10. Section 30. end Loads - Components and zxocTTFOATDNORREVeEISORmmMeTMETOTO4D UNRSMUTurvmROOMOO MOTMru.R;RFaSMURROETO FarnDR�RrmExaummocaxrRxroRu�DmELocumLoxeaFFexE xTMExosrsmuCTono.mi.1.AREooAMMr.sTMRD.ELDwswosnrnrxnDEmxaawoRNRENneESEmn�omuao.onORNNGSDOSONED DCERROMOMMMToOM OFRECORDMOR). CladdingOOKTOoTORTUeDNOORnHL.N4 5th Edition (2014) Florida Building Code RFYmermEm0N11REnMaMDURNOWORRVT0 NOMRNso1A OFRIE 5 FDEFCENC6NIEFWNDNMEFYSMOHOSTaMU.ToRETRuo4GNEER on MEWR 6NYLREN omEDDEFOR E00mNUNO CONSIHUCTDNNIDR6MrsRa RGHTTO RENSeKiNID RFEVKUAR DMON.NOWMRMrrffm61 RMR6ORD OR N M,MCONiNIm HFAEN. A' MmSONSM CM0oVN TDE UV TRREDMRR MRGERAV D OTHER TERRA CRFmKmE NAVVMYS HRY.TOTMEEY TP ffMECt N. A MNOr LET MAN R%OFMEENGNE RED UEEGN. JUL 2 O�1 TORM.TOR NroKRRYNLR DDM SC SMCA TO NSraIATOA. 6. METOVkDATMRMULNRd1 DEOM fiOui WNONLV.UMEOFMG4TCRGRTON DYCONMMITOR,RoND04MUE HMMLE4TIGmoRM MR XLCO7&DAMMESNGLUDNO // I// m 2017 E-Tempest.com LECkneSFALPRR£DM LK.N.FE6&AMaLATEFRSREsVLnIGMOM MATmW.RMRoATON.MImmELTONACONSIRUCTDN MXMoMTRONDm TWHCHECAtmmR UImERLSOkWAHOTM CODES& MOMDGMTOHSOFmG / ID: foldingshutter-PO3272017013NO301 g MIGG:Ea xG EMONMRSOOT4PImmEDO YIRBaosloN auaJRM`T. s...Rau. DER AUTH N9M ORMFOUREMODo XWHLaMnaD ORMM nMmAcmRmaun RRMGO NO IMMDGROMAN mrWAYFOR EARMEW3DRNMGCURAMnRRMATuNMuRTOM0DoATuN rKRMRQrED TORTOCIXIMRD MORN.mON4RNGE#T®mKLffNORIDINOOAHI AV OKORTINIIYTORFEVNVAIEWP woRAumx DrcovelvocNnNxcoRATExwnwroxmoRTouoorcAroxoFEmixGEsoconDlm.suDFrmcATwAND nnuumxorwTGlwa WITH ENGINEER SEAL 07/27/2017 Paoe 1 of 1 1 °Dar's°°n®'rrRrnmmxmE-N.xowo�IONucelTrcATc«soRAFmwTrnISTE-AR.-OR-m--r. FORIIIJOBONLY Customer: DOZETOS WorkOrder Number: 03272017013 N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 -56.2 98.25 96.75 115 98.75 95.5 9"o.c. 9"o.c. 2 -65.9 487.75 96.25 483.75 96.25 93 3"o.c. 3"o.c. 3 .98.6 71 96 86.25 98 94.75 6"o.c. 6"o.c. 4 -92.6 110 95.5 132.25 1 97.5 94.25 6"o.c. 8"o.c.