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HomeMy WebLinkAboutWind Load Calculation ENGINEERING RECEIVED 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(6c GC T+ SGtlnt t 1�8fr1�&i n(90 GCppos+ GCpi) PH:(954)354-0660 FAx:(954)354-0443 � = g WWW.ENGEXP.COM Max Negative Pressure(PMAx-) PMAx-= gh(6c GCpneg- GCpi) PMAx-= gh(6c GCpneg- GC-) 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 Areal Pmax+ Pmax- 6th Edition(2017)Florida Building Code # (W x H) Zone (ft) (ftZ) (ft2) K: qZ GC„J+ GC,- (Ib/ft2) (Ib/ft2) Site Information 1 85.25 x 144 End 12 85.25 48.00 0.70 35.19 0.8 -1.1 21.4 -26.4 Owner: Barry Peal 2 125.5 x 144 End 12 125.50 48.00 0.70 35.19 0.8 -1.0 20.8 -25.2 3 105.25 x 144 Int 12 105.25 48.00 0.70 35.19 0.8 -0.9 21.1 -23.2 Wind Speed(V): 152 MPH 4 125.5 x 144 End 12 125.50 48.00 0.70 35.19 0.8 -1.0 20.8 -25.2 Exposure Category: B 5 91.25 x 144 End 12 91.25 48.00 0.70 35.19 0.8 -1.1 21.3 -26.2 Velocity Pressure Coef.(Kh): 6 289.5 x 111.5 Int 18 224.16 194.01 0.70 35.19 0.8 -0.9 19.9 -22.0 ASCE 7-10 Ch 30.3.1 Table 30.3-1 0.70 7 57.5 x 40.25 End 18 16.07 7.65 0.70 35.19 1.0 -1.3 24.1 -31.8 Directionality Factor(Kd): 0.85 8 23 x 90 End 7 14.38 18.75 0.70 1 35.19 1.0 -1.3 23.9 -31.3 Topographical Factor(KzT): 1.0 9 33.25 x 90.25 End 7 20.84 18.85 0.70 35.19 0.9 -1.3 23.7 -31.0 10 119 x 40.75 End 7 33.68 32.78 0.70 35.19 0.9 -1.2 22.9 -29.4 Structure Information 11 56.25 x 140 End 12 54.69 45.37 0.70 35.19 0.9 -1.1 22.2 -27.9 12 147.25 x 139.5 End 12 45.77 45.05 0.70 35.19 0.9 -1.2 22.5 -28.4 13 176.5 x 139.5 Int 12 170.98 72.11 0.70 35.19 0.8 -0.9 20.3 -22.4 14 47.25 x 139.5 End 12 45.77 45.05 0.70 35.19 0.9 -1.2 22.5 -28.4 R rip 15 69.25 x 140 End 12 67.33 45.37 0.70 35.19 0.9 -1.1 21.8 -27.2 Vle �fERdp�' 7 77 0 0 x 103Int 9 50.07 24 0.56 0.70 35.19 0.9 -1.0 .0 22.3 -24.4 18 39 x 102 Int 9 27.63 24.08 0.70 35.19 0.9 -1.0 23.3 -25.4 19 37 x 75 End 7 19.27 13.02 0.70 35.19 0.9 -1.3 23.9 -31.2 Risk Category: II 20 37 x 75 Int 7 19.27 13.02 0.70 35.19 0.9 -1.0 23.9 -26.0 Building Classification: Enclosed 21 42 x 75 End 7 21.88 13.02 0.70 35.19 0.9 -1.3 23.6 -30.8 Int.Pressure Coef.(GCpi): 0.18 22 116 x 75 End 7 60.42 31.15 0.70 35.19 0.9 -1.1 22.0 -27.5 ASCE 7-10 Table 26.11-1 Mean Roof Height(h): 27 ft. 23 42 x 75 End 7 21.88 13.02 0.70 35.19 0.9 -1.3 2 1 3-A. ' ' -30.8 Roof Slope(0): Sloped 24 69 x 75 End 7 35.94 13.02 0.70 35.19 0.9 -1.2,\' 22. //729.2 �3 Roof Slope Coefficient(9c): 1.0 25 42 x 75 End 7 21.88 13.02 0.70 35.19 0.9 1 3. 30,8 Min.Building Dim.(L): 2 ft. 26 51 x 74.5 End 7 26.39 12.85 0.70 35119 R904 End Zone Distance(a): 3 ft. 27 51 x 74.5 Int 7 26.39 12.85 0.70 35.19 4.0• 23.3 6 28 36 x 74.5 Int 7 18.63 12.85 0.70 35.19 171 o MV3 8 -26.0 1.THBNFORMATDN GNTENDED TOPROVDEDESGN PRESSURESFOR THEPURPOSEOFTiENSTALLATDN OFGLAZED UNRS80PENNG PROTECTION ASPROPOSED AND PROVIDED EIYOTHERSNOCERTFDATDN,.EI-iy GORDON DI IST(5,Fit DPRESSEOORAILIED.SOFFEREDASTOTHEVALDTTYORAPPLDABLRYOFANYPROPOSEDSYUNORCOMiONENTUSMALONOWRHTHESEPRESSURESALLPRODUCTSSMALLBENSrALLEDNSTRDTACCORDINCE FLP ` VAD FLORDAMOOUCTAPFROVALSINO MUSTMEETTHESEMEMSESFOR mEGNEN MLMRATDNS t NOCERTFDATION OR REVEW GOFFEAED THATTHEPROPOSED UNRSMEErMYEGRESSREDURS.�ITSALLEGRESSESIESAAETOSEADDREMM BYTHEPERMTTTNG CONTRACTOR AND THELOCN.@1LDNOOFFL ((�� Prepared In accordance with:ASCE 7-10. G.TIEHOSTSTRUCTUREGASSINIED TO BEMWUATETOWmiSTANOTHELOMSMIOSEDBYTHSC)8MMASWORKREFLAGIZSMTNOFRAMNG,OROPeINGSDEMNMMIDCMR SYM1ENONEER OFRECORD R. e• EI �� Ch 30. Wind Loads-Components and Cladding THECONTRACMP"LDNGOFFOMSHA.LVERFYTHAT THESUBSTRATEDPO4D DURNGWORKGSOUMD FOR INSTALLATION OFTHISS%1SLFDEFGBICESMEFOUND N THED=NG HOSTSTRUCTURETH6 f N Fl llip7NL P g OR THEEORSHA.LBENOTFEDEEFORECON7NUNGCONSTRUC7DNAN ER DREMRVESTHERGHTTORNSPECTANDEEVAUATEDESGN.NOWAARANTV.ERHERE)MRESMORLVLED.SCONTANEDHEREN. (� 6th Edition(2017)Florida BuildingCode !.OMFNSONSARESHOWNMLLUSMATEDESIONFORCESMDOT MDESGNCRRERRTHEYMAYVMYS.GHTLY•70TNEDx TTHATTiEOP NGMEAGNOTSALLLERTHMS%OFTIEMGNEEREDDEEDN. % [\ CONTRACTOR ISTOVEIFYALL FIELD DRINSIONSPRIOR TO INSTALLATION. S ENGNEERSEALAFFD®HERETOVA.DATESSTRUCTURA.DESIGN MSIOWN ONLY.USEOFTHISS'ECFDATDN SYCONTRACTOR,eIeLNOEANSM&SRVMHARK&EM HGENGNEERFORALLCOSTSDAMMESNCLUDNG / S nr \ ©2018E-Tempest.com PLM FEESSAPPELLATEFEESRESULTNGFROMM4TERIALFABRDATDN.MrEAEAEDTDN,6CONSTRUCTIONPRAGTOESBEYONDTHATWHCHBCALLED FOR BYLOCAL.STATEAFEDBMM&CODESAFROMOEIMTIDNSOF7NE /OItlA� 1` \\\ 1D:storntsmartse-P1460 S.ENGINEERING TxiRESSHMNOTVSITED TISJOSSM-NFORMATDNCONTANED HEREIN 6BASFD ON CONTRACTOR SUPPLED DATAAND MEASIRSLENT&ENGNEEiNG EXPRESSSHAL NOTSEHELD RESONSELEOR LVBLEN 1111 G��1T ma IU SBS MYWAYFOR ERRONEDUSOR NACCURATEDATAOR MEASURMENT&WORKSHALL BEFIELD VERIFIED PRIOR TOCONSTRUCTDNANGNEERNG Exm ESSS ALLSENOTFIED AND GIVEN M OPPORrUNRYTO RE-EVALUATEOUR WORKUPON DISCOVERYOFMYNACCURATENFORMATDN PRIOR MODIFICATION OFECISING FIELD CONDTTDNSMD FABRICATION AND INSTALLATION OFMATERViS. WITH RAISED N IN SEAL 11/12/2018 Pa e 1 of 1 7.E=EPTASEXPRESSLYPROVDEDH6iEN.NOADDRDNA.CERTFCATDNSORAFFRM0.TDNSMENTENDED. 9 ALTSiATDN$aDDIDNSOROTHER MMKNGBTOTHGOOCUMENTMENOTPeiNRIEOAIDNVADATEOUflCEATFDATDN' VALID FOR JOB ONLY S'T'C.�RM License a chobee Blvd, 4047 Okeechobee Blvd,Ste 106, st Beach,FL 33409 ART wevw.Sto�SmartS conn FILECO o Southeast Florida Property Information Building Information Owner: Barry Peal Wind Zone: 152 MPH. Address: 15362 Navion Dr RECEIVED Exposure Category: B Port St.Lucie,FL 34 87 Minimum Building Dimension: 2 ft. N O V 19 2018 Mean Roof Height: 27 ft. It Risk Category: II 5T: 6mrlp COWNty, permlaino Design Pressure Calculations FOpening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) IFElevation(ft) Pressure(psf) Pressure(psf) 1 End 85.25 144 12 21.4 -26.4 2 End 125.5 144 12 20.8 -25.2 3 Int 105.25 144 12 21.1 -23.2 4 End 125.5 144 12 20.8 -25.2 5 End 91.25 144 12 21.3 -26.2 6 Int 289.5 111.5 18 19.9 -22.0 7 End 57.5 40.25 18 24.1 -31.8 8 End 23 90 7 23.9 -31.3 9 End 33.25 90.25 7 23.7 -31.0 10 End 119 40.75 7 22.9 -29.4 11 End 56.25 140 12 22.2 -27.9 12 End 47.25 139.5 12 22.5 -28.4 13 Int 176.5 139.5 12 20.3 -22.4 14 End 47.25 139.5 12 22.5 -28.4 15 End 69.25 140 12 21.8 -27.2 16 Int 79.25 140 12 21.6 -23.7 17 Int 70 103 9 22.3 -24.4 18 Int 39 102 9 23.3 -25.4 19 End 37 75 7 23.9 -31.2 20 Int 37 75 7 23.9 -26.0 21 End 42 75 7 23.6 -30.8 22 End 116 75 7 22.0 -27.5 23 End 42 75 7 23.6 -30.8 24 End 69 75 7 22.8 -29.2 25 End 42 75 7 23.6 -30.8 Page 1 of 2 J 801 License STORM 4047 Okeechobee Blvd, Ste 106, SMARTVilest Palm Beach,04.33409 Phone(561)229-0048 www.StormSmaftSE.com of Southeast Florida Property Information Building Information Owner: Barry Peal Wind Zone: 152 MPH. Address: 15362 Navion Dr Exposure Category: B Port St.Lucie,FL 34987 Minimum Building Dimension: 2 ft. Mean Roof Height: 27 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Positive MaxNegative Number Zone Width(in) Height(in) Elevation(ft) 1[:t:a:x ure(psi) Pressure(psfl IF 26 End 51 74.5 7 23.3 -30.2 27 Int 51 74.5 7 23.3 -25.5 28 Int 36 74.5 7 23.9 -26.0 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.61h Edition(2017)Florida Building Code. Page 2 of 2