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HomeMy WebLinkAboutEngineering 1_6�ENGINEERING �1-a3s3 EXPRESS® Design Wind Pressure(PMAX+, PMAX-):ASCE 7-10, Ch.30.4.2130.6.2 160 SW 12th AVENUE h<_60 ft. h>60 ft.. DEERFIEL-0 BEACH, F 33442 RECEIV Qax Posi ve Pressure(PMAx+) PMAx+ = gh(ec GCppos+ GCpI) PMAx+ gh(Ac GCppos+ GCpI) PH:(954)354 0660 Fax:(954)354-0443 WWW.ENGEXP.0 M NOV 9 2 Max Neg tive Pressure(PMAx-) PMAx-= gh(Ac GCpneg-GCp) PMAx-= gh(Ac GCpvg- GCpI) Wind Load Calcul 'on ASCE 7-10 Ch 30 Wind Loads-Co TT�n sLti' Device C culations:ASCE 7-10, Chapter 30,All Subsections Cladding Codnt3'f F It -tln Size Elevation Area AreaT PmaX+ PmaX- 6th Edition(2017)Florida Building Code - (W x H) Zone (ft) (ft2) (f t2) KZ qL GCp+ GCP- (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 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 CIL 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 35.19 1.0 -1.3 23.9 -31.3 Topographical Factor(Kzr): 1.0 9 33.25 x 90.25 End 7 20.84 18.85 0.70 1 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 47.25 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 of 15 69.25 x 140 End 12 67.33 45.37 0.70 35.19 0.9 -1.1 21.8 -27.2 25 x Int 12 77.05 10 e ' �rEa�p6 16 770 0 x 103Int 9 50.07 240.56 0.70 35.19 0.9 -1.0 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: H 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?-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 23.6 -30.8 Roof slope(e): Sloped 24 69 x 75 End 7 35.94 13.02 0.70 35.19 0.9 -1.2 22.8 -29.2 Roof Slope Coefficient(6c): 1.0 25 42 x 75 End 7 21.88 13.02 0.70 35.19 0.9 �i�. -30.8 Min.Building Dim.(L); 2 ft, 26 51 x 74.5 End 7 26.39 12.85 0.70 35.19 0.9�` /-.-30.2 End ZoneDistance(a): 3 ft. 27 51 x 74.5 Int 7 26.39 12.85 0.70 35.19 0.� _ ,-1'.Q\CIi.3 . -25.5 28 36 x 74.5 Int 1 7 1 18.63 1 12.85 1 0.70 1 35.19 1_0 -1.1 23.9 0-26.0 -p t.MISINFORMATION SNTENDED TOPROVDEDESGN RIESSURESFR THEPURFOSEOFTHENSTALLATDN OFGLA�UNITSAOPENNG PROTECTION ASNIOTOSED AND PROVIDED BYOTHERBNO CERTFCATADLL.E4IER GORDON% BATT Ora.E. D(PRESSEO OR LIL®,SOFFERED ASTOTHEVALDRYOR APPLCASLRYOFANYPROPOSED SYSTBU OR COMPONENTUSID ALONG WITH THESEPRESSURESMLPRODUCTSSHALL BENSTALLED N STRDT'ACCORDANCEW M VALID FLORDAPRODUCTAPPROVALSAND MUSTMEETTHESEPHESSURESFOR THEGNEN SIZELMITAONS FL 2.NOCMTFCATIONORREVEW60FFERMTRTTHERIOPOMUNRSMEETMYEGRESSREGUREL4NTSALLEGRESSIMUESMETOBEADDREGFDBYTHEPEAMDTNOCONMACORMDTHELOCALBULDN60FFCIA- ICpaIT%11n aOCOIdanC0 Wlth:ASCE 7-1O. 3.MEN SMUCTUREBASSUMEDTOWE EOUATETOWRHSTMOTHELOADSMVSEDBYTHBOEMNASWORKRBNACFSOMMGFRMING,ROPENNGSOESIGNMMDCMTFIDWMMGNEEROFFID(Oq). Ch 30. Wind Loads-Components and Cladding THECONTRAOTORAXRDNG OFFrMSHMLVERFYTHATTHESUBSTRATEOPOSED DURNGWORKSSOUND FOR INSTALLATION OFTHBSYSTBAF DEFCENCESMEFOUND N THEEMNG HOSTS TRUGTUR�FQO{TBEI(GNEER V P g OR THEEOR SHALL BENOTFED BEFORECRTNUNG CONSTRUCTION AND RESERVESTHERDHTORE-NSPE;TMD RE-LYALUATEDFSDN.NOWMRMTY,EOHEA EXPRESSED OR MILED,SCONTANED HEREN!1 G Q 6th Edition(2017)Florida Building Code d.UMENSIONSMESHOWN OLLUSTRAMDES13N FORC6MDOTHER DESIGN RRERLITHEYMYVMY3OHRY,OTHEEXTEITT WTHEOF HOMFASNOTSAALLER MAN S%OFTHEENGNERED DESGN1�1 �OnV1O \ CONTRACOR6O VEiFYALLFlaD DMENSIONSPggq TONSTALLATION. / � •• T\1 �•,' 5.ENONffR6EN.AFFDDD HEgETO VILDATESSTRUCORM DESGN ASRIOWN ONLY.USEOFTH6°PCCFCATDN aYCONTRACTOR,eteLNDEMNFE86SAVESHMLLE56THSENGNEEi FOR ALL COST60N1KaE�1�LUy_(q��� � ©2018 E-Tempes7.com LEGAL FEE4AIFPaLATEFEEBRE6ULTNG FROMMATERW.FAHICATIDN,SVSTBAEAWTON,ACRSTRUCTGN PRAGTCESBEIDNDTNATWMCH SCALLQ)FOR BY LOCAL,bTATESFEDEiMCOO ESLFROM DEVN7D�l/DFp1[�l• � ..•••• PLM. l7.(`�' ID:stormsmartse-P1460 S.ENGIN EER NG EKPRESSHASNOTVSTTEU THSJOEJTE.N FORMATION CONTAINED HMEN SBASED ON CONTRACTOR SU IRED DATAMD MEASURBJ@nS ENGINEERING EXPRESSERLL NOT BEHELD RESPONBREORCyBEN F/ {�t A 1(L C H FT WORKUPONDISCOVERYOFANNAL'CURATENFORMANTIO PRIOR OMODFCATIONOFEXBTNOFIELDCONDITONSANDFABRCATIONANDNSTING ALAIOOFMATEIAL& AND ONFNMOPNgONfTVTOREEVALUATEOyR1t l kt-�'TL�IPV' "fD GINEERSEAL 11/12/2018 Page 1 of 1 7.E)CEPT SEXPRESLYPROVDEDNE E.N,NOADDRDNALCERTFCATDNSORAFFNMAONSMENTENDED. 1 I t, NCE •ALTERATIONSADDRION$OR OTHER MARKNGSOTHSDOCUMENTMENOTPERNRTEO AND NVALDATEOUR CERTIFICATION VALID FOR JOB ONLY