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HomeMy WebLinkAboutEngineering *�NGINEE F�l Q O Design Wind Pressure(PMAX+, PMAX-): � �ESo h<_60 ft. h>60 ft. CORPORATE OFFICE: LMax Positive Pressure(PMAx+) PMAX+ = gh(9c GCppos+ GCpi) PMAX+ = gh(9c GCppos + GCpi) 160 SW 12th AVE, SUITE 106 DEERFIEL'D BEACH, FL 33442 Max Negative Pressure(PMAx-) PMAx-= gh(6c GCpneg-GCpi) PMAx-= gh(6c GCpneg-GQx) (954) 354-0660 1 (866)396-9999 TENGINEEI INGE GEXPRE.CO M Device Calculations:ASCE 746, Chapter30,All Subsections ENGINEERINGEXPRESS.COM Wind Load Calculation Size Elevation Area Areal Pmax+ PmL- ASCE 7-16 Ch 30 Wind Loads-Components&Cladding # (W x H) Zone (ft) (ft2) (ft2) KZ qZ GCp+ GCp- (Ib/ft2) (Ib/ft2) 7th Edition(2020)Florida Building Code 4 142.75 x 79.51 Int 1 7 1 78.81 47.17 1 1.03 1 64.79 1 0.8 1 -0.8 1 39.9 1 -54.7 Site Information Owner: CHARLES V LACROIX Wind Speed(Vut,T): 170 MPH Exposure Category: D Velocity Pressure Coef.(Kh): 1.46 Directionality Factor(Kd): 0.85 Topographical Factor(Kzr): 1.0 Structure Information M� w S e ° e A o° �[ S Risk Category: II Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 Mean Roof Height(h): 110 ft. Roof Slope(0): Flat Roof Slope Coefficient(0c): 0.9 Min.Building Dim.(L): 142 ft. End Zone Distance(a): 14.2 ft. Prepared in accordance with:ASCE?-76. '' HERM TION D EDTOPROVIDEDESIGN LsFOR mRRPRORPOsSYM UA H RlChatd Neet,P.E.[FL PE 86488]OTsNOCERTFDATDNEIMEAEXPRESSED ORNPL®. oFFEflASTOTHEALGYORAD�ITYF�POPOmSYSTEOR OMPONBOTECTION TSEDLONGWITHTHEM Ch30.Wind loads-Components&Cladding RE PRESSURES MODUCTSSHALLBENSFALLEDNSmDTACCORDANCEWIfHVALDFLORDAPRODUCTARROVALSANDMUSrMEERHSEPREMRE5FORTHEGNBIE¢E LATIO 7th Edition(2020)Florida Building Code 2.NOCEiTFDATDNOR REVIEW 60FFEREDTHATTHEPROPOSEDUNIrSMEEFANYE3RESSREOURBAEJTSALLEGRESSGSIESARETOBEADDRESSEDBYTHEPFAMRTNGCONTRACTOR AND THELOCAL BULDNG OFFCIAL. 3.THEHOSTSTRUCTUREGASSUMEDTO BEADEOUATETOWIDISTANDTHELOADSMSE)BYTHGDESG N N ASWORKREPLADFSEW GFRANNG,OR OPEINGSOESGNEDIWD CERTIFIEDDesignPressurcASD(allawablestressdesign) BYANERGNEEROFRECORD(BOR).THECONTRADTOR,9ULDNGOFFGWLSHALLVERFYTHATTHES1BSrRATEE160SEDDURNGWORKGSOUND FOR NSTALLATDNOFTHISSYSTBAF Q ®�� DEFCENCESARE FOUND INTHEEIGTNG HOSrSTRUCTURETHGBIGNEEA OR THEEOR EIALLBENOTFIED BEFORECONTNUNG CONSTRUCTION AND R6EiVESTHERGHTTO FIE- Wind Velocity IS VOLT(ultimate) JDL NSPECTAND REEVALUATEOESGN.NOWARRANTY,ETIHER EXPRESSED OR N.PLED,6CONTANED HEREN. VASD=sglt(O.6*VULT) C THENSINSAFtESESGNTOLLUS CTTEDMGERFYALLFELDDHEDEMNRDRTOkTHEYMAYVAY3GHTLY.TOTHEDaMTTHATTHEOPEINGAREAGNOTSMALLER THAN 5%OF ` S. ENGINEER HERETOVALDATESSTRUCTURALDESDNASSHOWNONLY.USEOFTHrSPECFDATDN DYCONTRACTOR,elaLNDE.NF6a5AVTSHAAIAESSTHEENGNEM FOR - ©2021E-Rem est.com ALLCOST&DAWOESNCLUDNOLERALFEESBMPElATEFEESRESULTNGFROMMATEINLFABRDATDN,SYSIEAERECTDN,&CONSmUCTDNMACTDESBEYONDTHATWHDHG p CALLED FOR BYLOAL,STATE&FEDERALCODES&FROMDEMTDNSOFTHGPLMI. 6.ENGINEERING PRESSHASNOTVWED THWOSSITENFORMATDN CONTANED HEREIN GBASED ON CONTRACTOR SUPPLIED EI DATAAND MEASDRIDAMMGN�ANG D"ESSSHALL V I ID:allainericanwpb-P8820 NOTBEHELDRESPONSBLEORLVSLENANYWAYFORBRRONEOUSORNA000RATEDATAORMIE/SIIRFMEJTSWORKSHALL BEFELD VERIFIED PRIOR TO CONSTRUCTDN.EIGNEERNG CONDSSSHALL FANIGATDN ION AND GIVENANOPPUNFrYTOR& ALUATEOURWORKUPONDISCOVERYOFIWYN N ACCURATEFORMATDN MDR TOMODFlCATIONOFECSRNGFELD Cert of Auth#9885,WITH ENGINEER SEAL O6/11/2021 Page 1 of 1 7.DMEPr/SE)PRESSLYPROVDEOHLAEN,NOADDnDNALCERTFDATIONSORAFFRMATIONSAAENTEND®. VALID FOR(�)JOB ONLY •ALTEIIATIONSADDRIONSOR OTHER NARKNGSTOTHE m DOCUMENTARENOTPML TT AND NVALDATEOUR CEATFCA RON LEVINSON BUILT aa� ALL-AMERICAN STORM (DEFENSE f NYii L [L A 0LA-s3 Property Information Building Information Owner: CHARLES V LACROIX ' Wind Zone: . 170 MPH. Address: 801 S OCEAN DR UNIT 506 Exposure Category: D FT PIERCE,FL 34949 Minimum Building Dimension: 142 ft. Mean Roof Height: 110 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 7 0.0 0.0. 2 Int 7 0.0 0.0 3 Int 7 0.0 0.0 4 Int 142.75 79.5 7 39.9 -54.7 5 Int 7 39.9 -54.7 6 Int 7 39.9 -54.7 7 Int 9d0 a�:� 39.9 -54.7 Prepared in accordance with:ASCE 7-16,Chapter 30. Wind Loads-Components and Cladding. 7th Edition(2020)Florida Building Code. Page 1 of 1