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HomeMy WebLinkAboutdesign pressured ENGIREE-RQG Design Wind Pressure(PMAX+, PMAX-): _ '-' E So h!560 ft. N>60,t. CORPORATE OFFICE: Max Positive Pressure(PMAx+) PMAX+ = gh(9c GCppos+ GCpi) PMAX+ = gh(6o GCppos + GCpi) 401 West Atlantic Ave.,R10#219 Delray Beach,FL 33444- Max Negative Pressure(PMAx-) PMAx-= gh(6c GCpne9-GCpi) PMAx-= gh(9c GCpne9-GCpi) (954) 35470660 1 (866)396-9999 TEAM @ ENGIN EERINGEXPRESS.COM ENGINEERINGEXPRESS.COM Device Calculations: ASCE 7-16, Chapter30,All Subsections Size. Elevation Area Areal PmaK+' ` Pm�- Wind Load Calculation # (.W x H) Zone (ft) (ft2) (ft2) K� q�' GGP+ °GCP (lb/ft?) (lb/ft2) ASCE 7-16 Ch 30 Wind Loads-Components&Cladding 7th Edition(2020)Florida Building Code 1 474 x 97 End 7 319.29 520.08 1.03 61.03 0.6 -1.0 31.8 -64.5 Site Information Owner: HAEG° RICHARD Wind Speed(VuLT): 165 MPH Exposure Category: D 0 Velocity Pressure Coef.(Kh): 1.54 Directionality Factor(Kd): 0.85 M Topographical Factor(Kzr): 1.0 � ® � Structure Information O Z ® •�-y NCO 0 o� one 0 M icy sow p Risk Category: Bolding Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 M Mean Roof Height(h): 150 ft.Roof Slope(0): Flat `0 Roof Slope Coefficient(0c): 0.9 , Min.Building Dim.(L): 90 ft. ` r..t: = End Zone Distance(a): 9 ft. (J,;i j J O, .. Prepared maccordance WIth:ASCE 7-16, I.THISINFORMATION ISINTEND ED TO MOM EDESIGN PRESSURES FORTH EPURPOSE OF THE INSTALLATION OF GLAZ UNITS&OPM14G PROTECTION AS PROPOSED AND PROVIDED BY °-Richard Neet, P.E. FL.P.E.,86488 OTH MS.NO CERTFCATDN,ERHER E)"ESSED OR MPLIED,60FFERED/STOTHEVALDRYORA nR LRYOFMIYPROPOSEDSYMEM OR COMPON ENT USED ALONGWITTHESE 19 Uy Ch30.Wind Loads-Coanponents&Cladding PRESS RRE ALLPRODUCTSSHALLRENSTALLEDNSTRCTACCORDANCEWIDIVALDFLORDAPRODUCTAPPROVALSANDMUSTMEETTHESEPRE55URESFORTHEGNFNSZE �� . LLIMU�I �j 9 O' 606� a 7rh Edition(2020)Florida Building Code 2,ANDTH LOCALB LDINGOW60FFFAED THATTHEPROPO ED UNRSMEETANYEGRE55RE0UPEMENTSALL EGRE556S EGARETO BEPDDRE55ED BYTNEPE MR NG CONTRACTOR VF EB � r ANDHOST AL TUREE OFFIC W.. 6�q6 3.THEH NGNEROFREORD(ER).OE ONMATETOWRHSTPNOTHELOADSMPOSEDBYAT6ESCNrRATE REPLACESE4GWO FISSOUNOROINSTASDESCN FTHIS CSTMIF -` I- ._.. Design Pressure ASD(allowable stress design) BYANENGNEFAOFRECORD(C-0R(.THECONTRACTORDULDNGOFFCVLLSHALLVER&YTHATTHESUBSRATEEPnO5ED0URNGWORK6S0UND FOR NSTALATCNOFTH65Y5FEMF P I' DE Wind Velocity is VuLr(ultimate) N FICIENCIESARE FOUND IN SPECTANO EEVALUATEDESIGN�.NONWARRMW,,ERHEREXPRESEEDORNMEDG HOSTSTRUCTURETHIS ENGINEER OR H EEOR SHALL6CONTANEDHMEN NOTF�BEFORECON NUNG CONSTRUCTION MD R6ERVE5THERCHTTO RE g' b VASD=sgrt(O.6*VOLT) A THE NSIONSAEDESCN CONTRACTOR 6ILLUSTRATE 0VERFYN.LFIELDDNENSIp 8NORITTONSTA MLkTHaWYV Y&IGHTLYTOTHEEXTMTTHATTHEOPENNGMi EAENOTSANLLERTHAN5%OF •• r, '94� 5.ENGNEERSEALAFF HERETO VALDATESSTRUCTURALDESIGN ASSHOWN ONLY.USEOFTHISSPECFCATION WCONTRACTOR.ataLNU@ FFS&M4 HAAL4ESS BH GNEM FOR ALL COST&DAMAGESINCLUDNG LEGAL FEES&APP3LATE FEES RESULTING FROM MATERIAL FABRCATDN.SYSPEM ERECTCN,&CONSTRUCTCN PRACTICES BEYOND THATWHCH 6 %�,••• _ �2022 E-Tempest.corn CALLED FOR SYLOCAL,STATE&FEDERALCODES&FROMDEVWnONSOFTHIS PLAN. lily; �R 6.ENGNEEANGE RESSHASNOTVBMTHISJOBSRENFORMATDNCONTANEDHEREN6G�5EDONCONTRACTORSU EDDATAANDMEASUREMENTSENGNEEANODX ESSSHALL _ �~ ID:foldingshutter-P12162021002N0301 NOTBEHELD RESPONSE EORLABLENANYWAYFORERRON EOUSORNACCURATEDATAORMEA$URFMMTSWORKSHALLWF6 DVFAFm MIDRTOCONSMUCTION.ENGNEERNO F ESSSHALLBENOTFED AND GM AN OPiORTUNRYTOREEVALUATEOURWORKUPON DLSCOVERYOF-YNACCURATENFORMATDN MDR TOMODFCATCN OFEXWNG FELD CON DRCNSANDFABRCATIONANDNSTALLATCNOFMATERNLS Cert of Aufh 9885;, ,,H_ENGINEE EAL- 01/31/2022 Page 1 of 1 T.EXCEPTASEXPRE55LYPROVDEDHEAEN FATFCA CNSOR AFFN,NOADD CNAL CMATDNS=NTENDED. VALI'. Y