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Home My WebLink AboutEngineering Design Wind Pressure(PennX+, PMAX-): h:560 ft. : . . h>60 ft" CORPORATE OFFICE: - Max Positive Pressure(PMAx+) PMAx+ = gh(6o GCppos+ GCq) PMAx+ = gn(AG GCppw + GCS) 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 Max Negative Pressure(PMAx-) PMAx-= III GCp,.g-GCpi) PMAx-= gn(6G GCpneg-GCp) (954) 354-0660 1 (866)396-9999 TENGINEEI INGE PRES .CO M Device Calculations: ASCE 7-16, Chapter 30,All Subsections ENGINEERINGEXPRESS.COM P .Size `Elevation Area ' AreaT . Pmax+. . Pmax Wind Load Calculation # Zone' / KZ q=. GCp+ GCp- 2 2 ASCE 7-16 Ch 30 Wind Loads-Components&Cladding (W x H) (ft) (ft2) (ft2) (lb/ft ), (Ib/ft ) 7th Edition(2020)Florida Building Code 2 37 x 71 Int 7 18.24 11.67 1.03 57.39 1.0 -1.1 41.0 -44.7 Site Information 3 36 x 71 Int 7 17.75 11.67 1.03 57.39 1.0 -1.1 41.1 -44.7 4 26 x 71 Int 7 12.82 11.67 1.03 57.39 1.0 -1.1 42.0 -45.6 owner: ROBIN COOGAN 5 26 x 71 Int 7 12.82 11.67 1.03 57.39 1.0 -1.1 42.0 -45.6 6 112 x 102 Int 7 79.33 29.04 1.03 57.39 0.8 -0.9 37.0 -40.6 Wind Speed(VULT): 160 MPH 7 126 x 104 Int 7 91.00 36.75 1.03 57.39 0.8 -0.9 36.6 -40.2 Exposure Category: D 8 126 x 104 Int 7 91.00 36.75 1.03 57.39 0.8 -0.9 36.6 -40.2 Velocity Pressure Coef.(Kh): 1.08 9 47 x 96 Int 7 31.33 21.33 1.03 57.39 0.9 -1.0 39.5 -43.2 Directionality Factor(Kd): 0.85 10 53 x 71 Int 7 26.13 11.67 1.03 57.39 0.9 -1.0 40.0 -43.7 Topographical Factor(Kzr): 1.0 11 53 x 71 Int 7 26.13 11.67 1.03 57.39 0.9 -1.0 40.0 -43.7 12 143 x 86 Int 7 85.40 47.34 1.03 57.39 0.8 -0.9 36.8 -40.4 Structure Information 0 -Z C o �� Q L�t9 N O C 00� i 5 > LIM U s � o � / iF- R- U1 E Risk Category: lI -j EL Building Classification: Enclosed CZ) co Int.Pressure Coef.(GCpi): 0.18 Mean Roof Height(h): 20 ft. Roof Slope(0): Sloped Roof Slope Coefficient(1 1.0 ( 4 r A- Min.Building Dim.(L): 4 ft. End Zone Distance(a): 3 ft. prepared accordance with:ASCE7-16. 1.MISNFORMATIONISNTEJDEDTOPROVDEDESIGNPRaWRESFORTHEMRPOSEOFTHENSTOLLATIDNOFGLAZEDUNRS60PENNGPROTECTUNAS PROPOSED AND MOWED BYRichard Neet P E:.;[FL PE'86488] �d p OTHER&NO CERTFCATON.ETTHER EXPRESSED OR MPLIED,BOFF EDASTOTHEVALDRYORAPPLCA "OFANYPROPOSED SYSfEA OR COWONEIT USED ALONG WITH TH ESE L I Ch30.Wind Loads-Components&Cladding LMRSATRESALLPRODUCTSSHALLSENSTALLE)N STRCTACCORDANCEWR D HVALFLORDAPRODUCTAPPROVALSMIDMUSTMFEFTHESEPRESSURESFORTHEGN@ISFE f 7th Edition(2020)Florida Building Code 2.NOCERTFCATIONORRE SOFMRMD ATTHEMOPOSEIUNITSMEETMYEGRESSREOUNEMEJTSALLEGRESSZMMMETOSEMDRESSM THEPERMITNOCONTRACTOR '1 r - MD THELOCAL SULDNG OFFCK. 3.THEHOSrSMUCTUREBASSUMED TO BEADEOUATETOWR`HSTMD THELOADSMPoSED SYTHBDESGN ASWORKREPLiCES EIl6TNG FRAMN N G,OR OPENGSDESCNED AND CERTIFIED Design Pressure ASD(allowable stress design) BYAN ENGINEER OFRECORD(E-OR).THECONTRACTORBULONG OFFICIAL SHALL VERIFYTHATTHESUBSTRATEEXPOSED DURING WORKIS SOUND FOR INSTALLATION OFTHISSYSrENLIF Wind Velocit IS VULT ultimate DEFCENCESMEFOUNDNTHEECETNGHOSTSTRUCTUR&THr ENGN EER OR THEEOR SHALLSENOTFED 660RECONTNUNGCONSTRUCTON AND RESERVESTHEROHTTO RE- 4♦ y ( ) EALUATEDEiN.NOWRTV, IHE PHE:E OR ME,EO EN.NSPECTANDRE M R` 4.DMEdSONSMESHOWN TOLLUSTRATEDESIGN FORCESMDOTHEG DESIGN CRIBiLATHEYMAYVMYSLOHTLY,TOTHEFXTE,ITTHATTHEOPFNNGMEASNOTSMALLM THAN S%OF ' VASD=sgrt(O.6*VULT) THEEIGNEEREIDESIG CONMArTORSTOVERFYALLRE.DDPAMSIDNSMDRTONUT LAMN. 5.ENO WEER SEALAFFD®HERETOVALDATESSMUCTURALDESONASSHOWN ONLY.USEOFTHISSPECIFCATON BVCONMACTOR,eI.LNDFMNM&S VESHMMLESSTHSENON®i FOR �„ w9t Z. W , .{i�� ALL COST&DAMAGES14CLUDNG LEGAL FEES&APPELLATEFEESRESULTNG FROMMATEGIAL FASRCATION,SYSTEM ERECTION,&CONSTRUCTION PRACTCESBEYOND THATWHCH IS ` p L=, r 02021E-Tempest.com CLLL®FORBYLOCAL,STAE&FEDERPLCODFS&FROMDEW TONSOFTH6FLM. A a G 6.MGNEMINGEXPRESSHASNOTVWWE SJOBSRENFORMATIONCONTANEIHMENISahSE>ONCONMR TORSUP0.mDATAANOMESUREMENTS. dGNEERNGF ESSSHALL - ID:odonnell-P11042 NOT BEHELD RESPONSBLEOR LIABLE N ANYWAYFOR ERRONEOUSOR NACCURATEDATAOR MEASUREAENTSWORKSHALL SEFIELD VERIFIED PRIOR TOCONSTRUCTION.ENGNEERNO E(PRESSSHALIBENOTFFD AND GM34 AN OPFORTUNfrYTOREEVALUATEOURWORKUPON DSCOVERYOFMYNACCURATENFORMATON PRIOR TOMODFICATON OFDmTNGFBD� �{ " -CONORONSAND FABRIC NANO NSTALLATONOFMATERW:� T '.' 10/07/2021 Page 1 of-1- T.IXCEPTASEffRESSLYPROVDEIHEREN,NOADDMNALCEGTIRCATONSORAFFRMATONSMENTEIDED. ' JOB ONLY 'ALTERATDNS,ADDIIDNS,OR OTHER MNRKNGSTOTHBDOCUMENTARENOTPOLTn ED AND NVALDATEOUR CERTWCATION• �..