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HomeMy WebLinkAboutEngineering tb<.E.NGINEEIIING EXRESSDesign Wind Pressure(PMAX+, PMAX-): ASCE 7-10, Ch. 30.4.2130.6.2 160 SW 12th AVENUE, *106 h<_60,ft: h>60 ft. DEERFIELD BEACH, FL 33442 Max Positive PressurePMAX+ PMAX+ = n GG PH:(954)354-0660 FAX:(954)354-0443 ( ) q ( GCppDR + GCpi) PMAx+ = gn(Gc GCppGs+ GCpi) WWW.ENGEXP.COM Max Negative Pressure(PMAX-) PMAx-= gh(Gc GCP N-GCpi) PMAx-= gh(Gc GCpneg-GCpi) Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads-Components and Device CalculationS:ASCE 7-10, Chapter 30,All Subsections Cladding Size° Elevation Area" 'Areal` Pmax+ : Pmax- stn Edition(2014)Florida Building Code # VV z H Zone ft ft? . f 2 K�.' qz. GCp+�,' ` GCp IbLft2 2 ( , ), { ) ( ) (t ) , . ( ) (Ib/ft ) Site Information 1 53 x 38 Int 7 13.99 6.50 1.03 64.79 1.0 -1.1 47.2 -51.3 2 106 x 80 Int 7 58.89 26.01 1.03 64.79 0.9 -1.0 42.7 -46.8 Owner: Beers. June 3 106 x 80 Int 7 58.89 26.01 1.03 64.79 0.9 -1.0 42.7 -46.8 4 144 x 80 Int 7 80.00 48.00 1.03 64.79 0.8 -0.9 41.7 -45.8 Wind Speed(V): 170 MPH 5 144 x 80 Int 7 80.00 48.00 1.03 64.79 0.8 -0.9 41.7 -45.8 Exposure Category: D 6 36 x 60 Int 7 15.00 8.33 1.03 64.79 1.0 -1.1 47.0 -51.0 Velocity Pressure Coe.3-/(Kh): 1.08 ASCE 7-10 Cb.30.3.1 Table 30.3 7 36 x 60 Int 7 15.00 8.33 1.03 64.79 1.0 -1.1 47.0 -51.0 Directionality Factor(Kd): 0.85 8 36 x 80 Int 7 20.00 14.81 1.03 64.79 0.9 -1.0 46.1 -50.1 Topographical Factor(KzT): 1.0 9 106 x 80 Int 14 58.89 26.01 1.03 64.79 0.9 -1.0 42.7 -46.8 10 72 x 80 Int 14 40.00 14.81 1.03 64.79 0.9 -1.0 43.9 -48.0 Structure Information 11 72 x 80 Int 14 40.00 14.81 1.03 64.79 0.9 -1.0 43.9 -48.0 R OF o e .�I�rER�pIX Risk Category: II Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ASCE 7-10 Table 26.11-1 r SFA Mean Roof Height(h): 20 ft. Roof Slope(0): Sloped Roof Slope Coefficient(0c): 1.0 Min.Building Dim.(L): 6 ft. � f End Zone Distance(a): 3 ft. a 1.THENFORMATIONGNTENDED TO PROVIDE DESIGN PRESSURESFOR THEPURPOSEOFTHEINSTALLATION OFGLAZED UNITS&OPENING PROTECTION AS PROPOSED AND PROVIDED BYOTHERSNO CERTFDATIOI481HER JEFFREY FRfANT pEJ EXPRESSED OR IMPLIED,60FFERED ASTO THEVALIDITYOR APPLDABLITYOF ANYPROPOSED SYSTEMOR COMPONENTUSED ALONG WITH THESEPRESSURES.&L PRODUCTSSHALL BEINSrALLED IN 77,A.DTA000FHANCEWITN '" J, y =,;,; -- - -- -------Prepared-in-accordance-with:-�/ALID FCORIDAPRODUCTAPPROVALSMDMUSTMEETTHESEPRMURESFORTHEGNINMZnNrrATION �- f-qy,'FL FE OOB09/4 - ASCE 7-10.Section 30. Wind Loads-Com onents and Z•NOCERTFICATDNORREV ISOFFEREDTHATTHEPROPOSEDUNITSMEETANYEGRESSREOUW FT FNTSA LEGRESSESUESARETO BEADORESSEO BYTHE PERM RING CONTRACTOR AND THELOCPL BULpNOOFFOW 3 P S.THEHOST STRUCTUREISASSLIMED TO DEADEOUATETO WITHSTANDTHE LOADSMPOSED BYTHIS DESIGN ASWORKREPLACESEXISTNG FRAMNG,OR OPENINGS DESIGNED AND CERTIFIED WAN ENGINEER OFR EC ORD(EOR) 1 Claddin THECONTRACTORBULDNG OFFICIALSHALLVERFVTHATTHESUBSTRATEEJFOSED DURING WORKGSOUND FOR INSTALLATION OF THLSSVSTFM F DEFICENCIESAREFOUND N ENG HOSTTHE BSTRUCTURETHLSEN GNEER S ORTHEEORSHALLBENOTFEDBEFORECONTNUNGCONSTRUCTDNANDRESERVESTHERIGHTTORENSPECTANDREEVALUATEDESIGN.NOWARRANTY,EBHEREXPRESSEDORMPLED,LSCONTANEDHERFN 5th Edition 12014 Florida BuildingCode A.DEaSDNSARESHOWN TOLEY LUSTRATEDMIGN FORCESAND OTHER DESIGN CRMIkTHMAYVARYSLDHTLY,TOTHEE WTTHATTHEOPBJNGAREAISNOTSMAI.LERTHAN S%OFTHEENGINEERED DESIGN J 1 ) MCONTRACTORETOVERFYALLFELDDMENSDNSPRIORTO NSTPLLATDN. :" J 5.ENGIN RSEPLAFFMDHERETOV&DATESSTRUCTURALDESIGNA SHOWNONLY.USEOFTHMSPECFICATIONSYCONTRACTOR.,taLNDEMNFES&S4 HARMLESS EMGNEERFORALLCOST&DAMAGESNCLUDNG f - €, 0 2016 E-Tem est°Com LEGAL FEES&APPELLATEFEESRESULTNG FROM MATERIAL FAEiDATDN,SYSTEM ERECTION.&CONMUCTDN PRACTICES BEYONDTHATWHDH ISCALLED FOR EYLOCAL,STATE&FEDERAL CODES&FROM DEMTDNSOFT E / ID:odonnell-P1490 PLAN. y 6.BJGINEERNGIXPR ESSHASNOTVGITED TH6JOBSITENFORMATIONCONTANEDH13iEN 6lRASED ON SUPPLIED DATAMD ENGNEERNGEXPRESSSHALLNOT BEHELD CERT OF AUTN#9885 ANY WAYFOR ERRONEOUSOR INACCURATE DATAOR MEASUREMENTS WORKSHALL BEFELD VERFED PRIOR TO CONSTRUCTDN.ENGNEERING EXPRESSSHALL BENOTFED AND GNEN AN OPPORTUNMYTO RC-EVALUATEOUR WORKUPON DISCOVERYOF ANYINACCURATENFORMATDN PRIOR TO MODIFICATION OF EMSTNG FIELD CONDRIONSAN D FABRICATION AND NSTALLATIDN OF MATERIALS , r W ITHRAISED,ENG INEER SEAL 04/14/2016 Page 1 of 1 T•DlCEPTASEXPRESELYPROVIDED HEREIN,NO ADDITIONAL CERTFICATIONSOR AFFRMATDNSARENTEJDED. �Y- 'ALTERATIONS ADDITIONS OR OTHFA MPAKNGSTOTHBDOCUMENTARENOTI MITTEDANDNVALIDATEOURCFRTFCATION'b.' VALID.Fbi ( BONLY