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HomeMy WebLinkAboutplans lm�-rm--L ENGINEERING Design Wind Pressure(PMAX+, PMAX-): h!560 ft. h>60 ft. CORPORATE OFFICE: Max Positive Pressure(PMAX+) PMAX+ = gh(ec GCppG6+ GCpi) PMAX+ = gh(9c GCwos + GCpi) 401 West Atlantic Ave.,R10#219 Delray Beach,FL 33444 Max Negative Pressure(PMAx-) PMAx-= gh(6c GCme9-GCpi) PMAx-= gh(Ac GCpneg-GCpi) (954) 354-0660 1 (866)396-9999 TEAM @ENGIN EERINGEXPRESS.COM ENGINEERINGEXPRESS.COM Device Calculations: ASCE 7-16, Chapter30,All Subsections Size Elevation, Area Areal -Pnia4 Pmax Wind Load Calculation # (W x H) Zone (ft) (ft2) (ftz) KZ.' qz GCP+ GCp- (Ib/ftz) (Ib/ft2) ASCE 7-16 Ch 30 Wind Loads-Components&Cladding 7th Edition(2020)Florida Building Codc 1 36 x 62 Int 7 15.50 8.90 1.03 64.79 1.0 -1.1 46.8 -50.9 Site Information 2 36 x 62 Int 7 15.50 8.90 1.03 64.79 1.0 -1.1 46.8 -50.9 3 36 x 38 Int 7 9.50 3.34 1.03 64.79 1.0 -1.1 48.2 -52.3 Owner: Lawrence Tosto 4 36 x 38 Int 7 9.50 3.34 1.03 64.79 1.0 -1.1 48.2 -52.3 5 36 x 37 Int 7 9.25 3.17 1.03 64.79 1.0 -1.1 48.2 -52.3 Wind Speed(VOLT): 170 MPH 6 36 x 38 Int 7 9.50 3.34 1.03 64.79 1.0 -1.1 48.2 -52.3 Exposure Category: D 7 36 x 38 Int 7 9.50 3.34 1.03 64.79 1.0 -1.1 48.2 -52.3 Velocity Pressure Coef.(Kh): 1.08 Directionality Factor(Kd): 0.85 Topographical Factor(Kzr): 1.0 Structure Information N�y RECEIVED z� APR 0 O�Vol,wi s permitting DepartrneT' St.Lucie:_Gong; Risk Category.- II Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 Mean Roof Height(h): 20 ft. Roof Slope(0): Sloped Roof Slope Coefficient(0c): 1.0 I I*J 1 11111//�/', Min.Building Dim.(L): 3 ft. `--N IE 7, End Zone Distance(a): 3 ft. `� S Prepared ln accordance with:ASCE7-I6. I.THISINFORMATIDN TENDED TO ER PRESSURSFORTH EUR UNFS&OPENING N AND PROVIDED B OTHER&NOCERFIOATgN,EIHER EXPRESSED OMPL®,60FFEREOASTOTHEVALNRVORAPRCALRYOFMYPROPOSEDSMEMOR COMPONENT USED ALONGWRHTHESE � 4'�i)tibard Neet'brE.[FL Pl�.8 -8 j Ch30.Wind Loads-Components&Cladding LMRATgRNS&LPRODUCTSSHALLBENSTALLEDNSTRICTACCORDANCEWRHVALK)FLORDAPRODUCTAPPROVALSAND MUST MEETTHESEPRESSURES FOR THEGNEJSIZE 7rh Edition(2020)Florida Building Code Y.NO CERTIFICATION OR AEJSV 6OFFERED THATTHEPROPOSED UNITSMEETANYEGRESSREOURERENT&ALL EGRESSIMUESAAETO READDRESSED BYTHEPERMITTNG CONTRACTOR ��• AND THE LOCAL BULDNG OFFCIAL 0. 3.THEHOST5TRUCTUREISAS.AIMEDTOMMEOUATETOWBHSTANDTHELOADSMPOSEDB EDESIGNASWOFIKRERACFSEX6TNGFRAMNG,OROPENNGSD6gNEDANDCERTFFD Design Pressure ASD(allowable stress design) BYANENGNEFAOFRECORD(EOR).TNECONTRACTOR,BULDNGOPMMSHALLVERFYTHATTHESUBSTRATEF OSDIDURNGWORKESOUNDFORNSTALLATCNOFTHESYSTEMF RR L/�� (��g DEFIOENCIESARE FOUND INTHEID(MNG HOSTSTRUCTURE.TH6ENGNEER OR THEEOR SHALL BENOTFED BEFORECONTNUNG CONSTRUCTION AND RESERVESTHERIGHTTO RE MAR A. �022 0* NSPECT • � �' Wind Ye10Clty 1$YULT(ultimate) ANDREEVALUATEDESDN.NOWARRANTY,ETTHF D"ESSEDORMPLED,6CONTANEDHEREN. * 4.DUMMNSMESHOWNTOLLUSTRATEDE NFORCESANDOTHERDEMNCRDEAE4THEYMAYVARYSLIGHTLY,TOTHEE% TTHATTHEOPENNGAREASNOTSMN.LERTHPNS%OF '' " -. Q�•.•• �` VASD=sgrt(0.6 YULT) THEENGNEEREDDESGN.CONTRAOTORISTOVERFYALLFELDDNENSgNSPRIDRTONSr&"MN. A 5.ENGINEER SEM AFFCff9 HERETO VAL6)ATESSm UCNRAL DESION 0.55HOWN ONLY.USEOFTHISSPECFrATDN BYCONTRACTOR..t.LNDEIMJ &S4VESHAAMLESSTHIS NGNEER MR / 2022E-Tem est,Coln N N ALLCOST.DAMAGESCLUDG LEGAL FEES&APPELLATEFEESRESULTNG FROM MATERIAL FABRCATON.SYSTEM ERECTION.&CONSTRUCTioN PRACTCESBEYONDTHATWHCH 6 I }® 0 ` P CALLED BYLOCAL.STATE&FEDERALCODES&FROMDENATONSOFTH6RPN. / �A _•. c� 6.END N EERNGFDRRESSH0.NOTV6REl THISJOB NFORMATCNCONTANE)HEMISBASEDONCONTRACTORSUPPLFDDATAPNDMEABUREMEJTSENGNEERNGDPRESSSHALL I 6'W•• •�♦ 3+ ID:odonnell-P12757 NOTREHMDRESPONSELEORLW ENMlYWAYFORERRON EOUSOR NACCURATEDATAOR MEASUREMENTSWORKSHALL BEFE DVEiffED MDR TOCONSTRUCTIOWENGNERNG EXPHESSSHALL UENOTFED AND GM AN OPPORTUNRYTO R&EVALUATEOUR WORKUPON DMCOVERYOF ANYNACCURATE INFORMATION PRIOR TO MODFCATION OFDBSTNG FELDCONDrTIONSMDF }.��!(T{ $ TTT,,, NEER SEAL 03/24/2022 Page 1 of 1 7.DCEPTASEXPRESSLYPROVDEDHER N NOADDngNNTCERTFCATDNSORAFFRMATIONSARENTENDED. Cert Qt�AU`A 1�I�'� ��B NLY � 0ONG Design Wind Pressure(PMAX+, PMAX-): , Wa h:560 ft. h>60ift. CORPORATE OFFICE: Max Positive Pressure(PMAx+) PMAx+ = gh(ec GCppos + GCpi) PMAx+ = gh(6c GCppos+ GCpi) 401 West Atlantic Ave.,R10#219 Delray Beach,FL 33444 Max Negative Pressure(PMAx-) PMAX-= gh(6c GCpneg-GCpi) PMAX-= gh(ec GCPn-g-GCpi) (954) 354-0660 1 (866)396-9999 TEAM@ ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM Device Calculations: ASCE 7-16, Chapter30,All Subsections Size Elevation Area Arear' PmaX+' , Pm Wind Load Calculation # (W x H) Zone (ft) (ft2) (ft2) K7 qZ GCP+ GCP (lb/ft2) (Ib/ft2) ASCE 7-16 Ch 30 Wind Loads-Components&Cladding 7th Edition(2020)Florida Building Code 1 36 x 62 Int 7 15.50 8.90 1.03 64.79 1.0 -1.1 46.8 -50.9 Site Information 2 36 x 62 Int 7 15.50 8.90 1.03 64.79 1.0 -1.1 46.8 -50.9 3 36 x 38 Int 7 9.50 3.34 1.03 64.79 1.0 -1.1 48.2 -52.3 Owner: Lawrence Tosto 4 36 x 38 Int 7 9.50 3.34 1.03 64.79 1.0 -1.1 48.2 -52.3 5 36 x 37 Int 7 9.25 3.17 1.03 64.79 1.0 -1.1 48.2 -52.3 Wind Speed(VOLT): 170 MPH 6 36 x 38 Int 7 9.50 3.34 1.03 64.79 1.0 -1.1 48.2 -52.3 Exposure Category: D 7 36 x 38 Int 7 9.50 3.34 1.03 64.79 1.0 -1.1 48.2 -52.3 Velocity Pressure Coef.(Kh): 1.08 Directionality Factor(Kd): 0.85 Topographical Factor(Kzr): 1.0 Structure Information 9r _E 5Jo e a oti; , '¢DDG 'y RECEIVED s APR 05 202? Risk Category: II Building Classification: Enclosed Permitting Departme, Lucie County Int.Pressure Coef.(GCpi): 0.18 St. i Mean Roof Height(h): 20 ft. Roof Slope(6): Sloped \\`119 9 19fif Roof Slope Coefficient(0c): 1.0 Min.Building Dim.(L): 3 ft. ,.... End Zone Distance(a): 3 ft. ��• ®� Z�• 1.THONFORMATlON6NTENDMTOROVDEDESGNPRESSURESFORTHEPURPOSEOFTHENST&LATIDNOFGLAZEDUNITS60PENNOROTECTONA9ROPOSMMDROVDMIW 'Richard Prepared In accordance WI111:ASCE 7-l6. OTHERSNOCERTFICATpN,EITHEREWRESSEDORMPLIED.ISO FMEDMTOTHEVALDIIYORA ICABLIfYOFMIYROPOSMSYSTEMORCOMPONENTUSM&ONGWRHTHESE g" •E. PE 8 �y9 Ch30.Wind Loads-Components&Cladding PRESSURESALLPRODUCTSSHALLSENSTALLEDNSTRDTACCORDANCEWITHVALDFLORDARODUCTAPPROVALSAND MUST MEETTRESE PRESSURES FOR THEGNFNSIZE LMCERT S e�/�t� • Oe 7tli Edition(2020)Florida Building Code Y.NOCERTFGATDNORREVEW60FFEREDTHATTHEROPOSEDUNRSMEETMVEGR65REOUREMENTS&LEGRE55GI ESARETOBEADDRESSEDBYTHEPHMRTNGCONTRACTOR i]6 LL ANDTHELOCALBULDNGOFFpWL MAF-2 5 3.THEHOST STRUCTUREISASSUMED TO BEADEOUATETOWRHSTANDTHELOADSMPOSEDDYT EDESGNp WORKREPLACESDWTNGFRAMNG.OROPFNNGSDEMNEDMDCERTFIED ®� DesignPressnreASD(allowablestressdesign) WAN ENGNEEROF RECORD(EOR).THECONTRACTORRULDNGOFFICIALSHALLVERFYTHATTNESUBSTRATED)OSEDDURNGWORKESOUND FOR NSTALLATDNOFTH6SYSTEMF Wind Velocityis VOLT ultimate DCFpENCIESME FOUND N THEE%NTNG HOSTSmUCTURETHIS ENGINEER OR THEEORSH&LBENOTFEDBEFORECONTNUNGCONSTRUCTDNMD RESERVESTHERIGHTTORE. i ®�.•• �® (ultimate) NSPECTMDREEV&UATE DESGN.NOWMRPNTYETTHER EXPRESSED OR MPLED,ISCONTANEO HFAEN. VASD-Sgrt(O.6*VULT) C DIMENSTHEMGNEEREDDESGN.CONTRACTOR6NSARESHOWN STODVERFYALLF DOMENSIDNSRDRTONSTALLATp NYSLDHTLYTOTHEFMENTTHATTHEOPENNG AREA6NOT5MALLER TMPN S%OF e 46 •. �� �d2 S. ENGNEERSF/ILAFFMHMETOVALDATESBTRUCTUHALDESIGNASSHOWNONLY.USEOFT ISSPECMATIONWCONTRADTOR.oI.LNDE tFFS&SVFSHMMLESST iseiGNF FOR / •. F \1 02022E-Tem est.Coin ALLCOST6 DAMAGESNCLUDNG LEGAL FEES&APPELLATEFEESRFS p ULTNG ROM MATERIAL FASRAD @A ON.SYSiERECTD R N.ECONSTRUCTION ACTICESBEYOND THATWHDH6 / r� p CALLED FOR B ES YLOC&,STATFEDFRALCODES&FROMDEVDLTDNSOFT MPLM. , 6.ENGNEEANGEXPRESSHASNOTmrrEDT EJOBSITENFOFtmm CONTAINED HR1NtSBASED ON CONTRACTOR SUPRED DATAMD MEASUREM TSENGNEERNGFXNIESSSH&L ID:odonnell-P12757 NOT BEHELD RESPONSELEOR LIABLE IN MYWAYFOR ERRONTOUBORNACCURATEDATAORMEASUREMENTSWORKBH&LME DVERF1m MORTOCONSTRUCTDN.MGNEFRNG ``\\ EXRESSWALLBENOTFEDMDGNENMOPPORTUNOYTOREEV&UATEOURWORKUPONDtSCOWRYOFMYNACCURATENFORMATDNRDRTOMODFGATGNOFUJ6,.GFFLD t { �/ p 1;1I nf1 GINEER SEAL 03/24/2022 Page 1 of 1 T.EXC-ASE)(RESSLY ROVDMHER N NOMDnpN&CMTFDAMNSORAFFNMATONSMENTMDEO. Ce Ot AU h!`9"� N� VALID F 1 JOB ONLY