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HomeMy WebLinkAboutDrawing z ' O enn �` p� ! E (Itilol Replacing} 1 S#ngleHuigWindovrMulled �, MRH 20' 1st Floor Suite 0 $enEs 1200) o VOA 75-0?3D 03 1 c .� 2 Single Hung Window Mulled ;: 00 0 OA 15 01;3D Q3 ao $ Single Hing Window Mulled r ® :a ((Senes 1700) f LU (� IVOA 15 0190 03 LU J 4 Single Nun Wintlow Mulled O la' (Senes 1700ti Cn O OA 15-0130 03 5 Single Hun Winddw 7 6 5 4 3 (Senes 1.700, (37 x 38 d37 x 38) (37 x 38) (37 x 38137 x 38) co 1lOA?50?9003 G r If 6Sin�le Hung Window Mulled y m ((S��enes?700) Bath NOR 15 6130 03 LL- 7-fSihgle^Hung WinM dow ulled ROOM to v c senesYl7QD) Kitchen Dining Room >_ v 0A45'0130"03 C M QJ co cO E Bedroom L% r, a Y M 1,0 N Oo LO � r � as zp n �y, CO Bedroom Living Room z (37 x 63) CU dILL 10) C ' (37 x 63) O Bath 3 � � Y Room U a° Main Door xs Egress COPYRIGM E-ENPEfiT.LON 1 SCALE: Adjoining Suite NOT TO SCALE DATE: Aug 26,2016 PAGE DESCRIPTION: Site Plan PAGE: OF r A Windows match existing windows ENGINEERING ,EXPRESS° Design 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 Pressure PMAx+ PMAx+ = n 6c ) PMAx+ = gn(6c GCppos+ GCpI) PH:(954)354-0660 FAx:(954)354-0443 ( ) g ( GCppD�+ GCpI WWW.ENGEXP.COM Max Negative Pressure(PMAx-) PMAx-= gn(8c GCpneg-GCpI) PMAx-= gn(6c 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- , 5th Edition(2014)Florida Building Code # Zone Kr Ciz GCp+ GCp' (W x H) (ft), (ft2) Or) (Ib/ftz) (Ib/ftz), Site Information 1 37 x 63 End 7 16.19 9.19 1.03 57.39 1.0 -1.3 41.4 -54.5 2 37 x 63 End 7 16.19 9.19 1.03 57.39 1.0 -1.3 41.4 -54.5 Owner: Roberto Delgado 3 37 x 38 End 7 9.76 3.34 1.03 57.39 1.0 -1.4 42.7 -57.2 4 37 x 38 End 7 9.76 3.34 1.03 57.39 1.0 -1.4 42.7 -57.2 Wind Speed(V): 160 MPH 5 37 x 38 End 7 9.76 3.34 1.03 57.39 1.0 -1.4 42.7 -57.2 Exposure Category: D 6 37 x 38 End 7 9.76 3.34 1.03 57.39 1.0 -1.4 42.7 -57.2 Velocity Pressure Coef.(Kh): 1.08 7 37 x 38 End 7 9.76 3.34 1.03 57.39 1.0 -1.4 42.7 -57.2 ASCE 7-10 Ch.30.3.1 Table 30.3-1 Directionality Factor(Kd): 0.85 Topographical Factor(KzT): 1.0 Structure Information .�P� I�rEa�pb da.l Risk Category: lI � 612 Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ASCE 7-10 Table 26.11-1 Mean Roof Height(h): 20 ft. Roof Slope(0): Sloped Roof Slope Coefficient(0c): 1.0 Min.Building Dim.(L): 40 ft. End Zone Distance(a): 4 ft. 1.THIS NFORMATION ISNTENDED TO PROVIDE DESIGN PRESSURESFOR THEPURPOSEOFTHE NSLALLATION OFGLAZED UNITS&OPENNG PROTECTION AS PROPOSED AND PROVIDED EVOTHERS.N OC ERTFICATgN.EIfHFA ".ICFFRfy FRIANT,P.E., EXPRESSEDORNMED,SOFFEREDASTOTHEVALIDRYORAPPUCAEL"OFANYPROFOSEOSYSTeAORCOMPONENTUSSDALONGWRHTH2SEPRESSURESALLPRODUCTSSHALLBENSTALLEDNSTRICTACCORDANCEWRH I II FREE IANT t Prepared In accordance with: VALIDFLORIDAPRODUCTAPPROVPLSAND MUST MEETTHESEPRESSURESFOR THEGMQI SFELLIITATIGNS 1 FL.;E00606/'!; 2.NOCERTIRCATgNOR REVEWISOFFEREOTHATTHEPROPOSEDUNRSMEETMIYEGRESSREOUNEMENTSMLCGRESSMUESMETOBEADORESSEOBYTHEPERMRTNGCONTRAGTORANDTHELOCALBULDNGOFFGW., ASCE 7-10.Section 30. Wind Loads-Components and 3.THEHOSTSTRUCTURE ISASSUMED TO BEADEOUATETO WITHSTAND THELOADSIMOSED BYTHIS DESIGN ASWORKREPLACESEJDSTNG FRAMNG,OR OPENINGS DESIGNED AND CERTFED BYAN ENGNEER OF RECORD(EOR). Cladding THECONTRACTORMLDNG OFFICIAL SHALL VERFYTHATTHESUBSTRATEEXPOSED DURNG WORKISSOUND FOR INSTALLATION OFTHISSYSTMF DEFCENCE.SAREFOUND N THE EXISTNG HOSTSTRUCTURE•TNLSENONEFA g ORTHEEORSHALLBENOTFEDBEFORECONTNUNGCONSTRUCTK)NMIDRESMVESTHERLiHTTORE.NSPECT-DREEVMUATEDESGN.NOWARRMaTY,ErrHEREXPRE55EDORM0.ED,SCONTANEDH6iEN. _ 5th Edition(2014)Florida Building Code 4•DMHJSONSARESHOWNTOLLUSTRATEDESGNFORCESANDOTHEADESGN CRHERIATHEYMAYVARYSLGHTLY,TOTHEEXTFNTTHATTHEOPENNGMi ISNOTSMMLERTHAN 5%OFTHEENGNEERED DESIGN. CONTRACTOR ISTOVERFYALL FIELD DN1BdSIONSPROR TO NSTALLATGN. 5.MON FER SEAL AFFBED HERETO VALIDATESSTRUCTURAL DESIGN ASSHOWN ONLY.USEOFTHISSPECFCATGN SYCONTRACTOR,et.LNDEMNFI6&SAVESHARMLESSTHEE GNEER FOR ALL COST&DAMAGESNCLUDNG u ©2016 E-Tempest.com LEGAL FEES&APPELLATEFEESRESULTNG FROM MATERIA-FABRCATCN.SYSTEM ERECTON.&CONSTRUCTON PRACTCESBEYOND THATWHCH ISCMLED FOR BYLOCAL.STATE&FEDERM CODES&FROM DEVIATGNSOFTHIS ID:flwindowdoor-P4287 6.E0.N NEENNGEJFRMHASNOTVEiTEDTHISJOBBRENFORLMTGNCONTANEDHERENEBASEDONCONTRACTORSIPMEDDATAANDMF REMENTSENGNEERNGE RESSSHMLNOTBEHELDRESPON5 EORLNBLEN Al1THti9885 ANYVJAYFOR FARONEOUSOR NADCURATE DATAOR MEASUREMENTSWORKSHALLBEFiiD VEHFED PRIDR TO CONSTRUCTION.FNGNEERNG EKRiESSSHALL K NOTFED AND GMETI M1 OPPORTUNRYTO REEVMUATEOUR WORKUFON DISCOVERYOFANYNACCURATE INFORMATION PRIOR TO MODIFICATION OF BOiTNG FIELD CO NDrIIONSMIDFABRCATIONMIDNSTALLATONOFMATERWLS. WITH RAISED•ENGINEER SEAL 08/26/2016 Page 1 of 1 T.BCEPTASEJ)IPRESSfYMOADEDHEREN,NOADDITONALCERTFCATCNSORAFFNMATGNSAAENTENDED. ALTERATONEADDRION OROTHER MAAMGSTOT SDOCUMENTARENOTPERMRTEDANDNV&IDATEOURCFATFCATON' VALID FOR JOB ONLY