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HomeMy WebLinkAboutDrawing 'jj-� V20RE..INEERING® Design Wind Pressure(PMAx+, PMAX-): ASCE7-10, 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+ = gh(6o GCppos+ GCpi) PMAx+ = gh(AG GCppos + GCpi) PH:(954)354-0660 FAx:(954)354-0443 WWW.ENGEXP.COM Max Negative Pressure(PMAx-) PMAx-= gh(8IO GCpneg- GCpi) PMAx-= gh(6IO GCpneg-GCpi) Wind Load Calculation ASCE 7-10 Ch 30 Wind Loads-Components and Device Calculations:ASCE 7-10, Chapter 30,All Subsections Cladding Size Elevation Area Areal G PTOBX+ PmaX- 6th Edition(2017)Florida Building Code # Zone` Kz z GCP+ GCP- (W x"H) ° (ft) (ft2) (ft2). �(Ib/ft2)' (Ib/ft2) Site Information 1 94.5 x 95 Int 14 62.34 20.89 1.03 64.79 0.9 -1.0 46.9 -51.3 Owner: TURTLE REEF CLUB 2 93.5 x 95 Int 21 61.68 20.89 1.09 68.69 0.9 -1.0 46.9 -51.4 3 94.5 x 94.75 Int 28 62.18 20.78 1.15 72.22 0.9 -1.0 46.9 -51.3 Wind Speed(V): 170 MPH Exposure Category: D Velocity Pressure Coef.(Kh): 1.30 ASCE 7-10 CIL 30.3.1 Table 30.3-1 p� Directionality Factor(Kd): 0.85 0 Topographical Factor(KzT): 1.0 m Structure Information � M ® qy� R of 0 0 -0 0 _417 Risk Category: ]I Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ?-- ASCE 7-/OTable 16./1-/ Mean Roof Height(h): 58 ft. M. Roof Slope(A): Flat / Roof Slope Coefficient(0c): 0.9 QjC) ,•' LICE/vs� Min.Building Dim.(L): 118 ft. : End Zone Distance(a): 11.8 ft. No pE82328 o 1.WON FORMATION 6NTENDEDTOMOVDEDES13N PRESSURES FOR THEPURPOSEOF THE INSTALLATION OF GLAZED UNITS&OPENING PROTECTION AS PROPOSED AND PROM EDSY OTHERS NOCERTIF MN.RTyER •• ggqg gQJN DIB TTISTO. EXPRESSEDORMPLIED.6OFFERED ASTOTHEVALDRYOR APPLICABLaYOFANYPROPOSED SYSTEMOR COMPONENTUSM ALONG WITH THESEPRESSURESALL PRODUCTSSHALL BENSTALLEDNSTRIOTACCORDPN i7 �E •� VALID FLORDAPRODUCTAPPROVPLSPNO MUST MEETTHESEPRESSUREPORTHEGNEN SLa:LMITATIONS / ? \ 2.NOCERTFCATIONORREVEW60FFEREDTHATTHE PROPOSED UNITSMEETANYEGRESSREOUIREMENTSALL EGRESSESUESARETO SEADDRESSED BYTHEPERMITTNG CONTRACTOR AND THELOCAL SULDNG OFFlCF0.: Prepared lIl accordance with:ASCE 7-10. 3.WEND S STRUCTUREGASSUMED TO BEADEOUATETOWITHSTAND THELOADSMPOSED BYTH6 DESIGN ASWORKREPLACESEMSTNG FRAMNG.OR OPENNGSDEWNED AND CERTIFIED BYAN ENGINEER OF RECORD(EORI. ZORIDPV �\ Ch30. Wind Loads-Components andCladdin THECONTRACTORMULDNOOFFDLAL SHALL VERIFYTHATTHESUBSTRATEE%POSEDDURNGWORKESOUND FOR NSTALLATDNOFTHISMSTEMFDEFDFNCffSAREFOUNDN THE D(STNGHOSTSTRUCTURETHGENGNI� (((��� �!� ppp �• \ � ORTHEEORSHALLBENOTFiFp BEFORECONTNUNGCONSTRUCTDNANDRESEHVESTHERCHTTORENSPECTANDREEVALUATEDESIGN.NOWARRANTY.ERHERE)IPRESSEDORMR .6CONTANEDHEREN. �• � th Edition(2017)Florida Building Code G.DMHJSIONSARESHOWNTOLLUSTRATEDESCNPORCESANDOTHFROEDNCRITFAVLTHEYMAYVARYS r.HTLY.TOTHEIXTENTTHATTHEOP@INGMR ENOTSMALLERTHANS%OFTHEBGNEDREDDEDN. CONTRACTOR 6TO VERFYALL FIELD DMT3ISIONSPRIOR TONSTALLATION. ESINCLUDING ©2019 E-Tempest.com S LEGGINEER SEAL&FEESLAP�L�FEERESULTNG FROMMATE IALFPBRCATIDHERETO V&IDATESSTRUCTUR&DESIGN N.SY5TWMECTDNOWN F CONSTRUCTION PRACTDEBEYONDTHAATION NWHICH 6SCALLED FOR SYLOCALSTAATTE FEDERPL CODES&MOM DEVNTCNSOFTH6 RAN. 1D:allamericanwpb-P6763 8.DIGNEERNGD(PRESSHASNOTV6ITED THISJOSSRENFORMATION CONTANED HEREIN&BASED ON CONTRACTOR SUPPLIED DATAAND MEASUREMENTSENGNEERNGEJ(PRESSSHALLNOTBEHELD RESPONSEtiLEOR LIASLEN CERTOFA T #9� ANYWAYFOR ERRONEOUSOR INACCURATE DATAOR MEASUREMENTS WORKSHALLL BEFELD VERIFIED PRIOR TO CONSTRUCTDN.ENGNEERNG EXPRESSSHALL BENOTF®AND GIVEN AN OPPORTUNRYTO REEVALUATEOUR WORKUPON DISCOVERYOFMIYN/CCURATENFORMATDN PRIOR TO MODIFICATION OFD(6TNG FELD CONOTIDNSAND FABRICATION AND NSTALLATDN OFMATERW.S WITH ENGI E RSEAL 11/15/2019 Page 1 of 1 T.EXCE ME)ORES:lYPROVEDTDHEREN.NOADDRDNALCERTFTCATDNSORAFrSMATIONSARENTENDED. 9 ALTERATIONS.MDTTDNSOROTHERMARKNGSTOTHMDOCUMDJTARENOTPFRMRTEDANDNVKDATEOURCFRTFCATDN' VALID FOR(� .I BONLY Opening I -'Size (WxNj' 1. WINDOW -�,94 1/2 x95 (1ST FLOOR) 2. WINDOW 93;1/2 x 65, (2ND FLOOR). 3. WINDOW 94'1/2 is 94 3/4' (3RD FLOOR) Ztn tm ON N/A 3 3RD FLOOR 2 2ND FLOOR in Lo 1ST FLOOR J 0 m C� z J LL Q LL W CU U Ul 0w ui NORTH SIDE OF BUILDING LEFT J m O O W Z ,. CO"MGHTE-TEMPEGT.COM SCALE: NOT TO SCALE Nov 13,2019 PAGE DESCRIPTION: Site Plan PAGE: OF� 1 • A A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone -10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. PRODUCT APPROVAL REQUIRED OPENING MAXIMU MULTIPLE OPENING (Location) -IS THIS A GLAZING PRODUCT APPROVED PRESSURE RATING -DESIGN PRESSURE M ROUGH WINDOW ARE LOCATION Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS NUMBER or Interior OR DOOR TYPE NUMBER (+)PSF (-)PSF (+)PSF (-)PSF TESTED DIMENSIONS MULLION REQ Y/N SIZE REQ Y/N/NA 1 Int WINDOW LMI 17-1218.12 80 -80 46.9 -51.3 48 X 96 94.5x95 YES NO 2 Int WINDOW LMI 17-1218.12 80 -80 46.9 --51.4 48-x 96 93.5x95 YES NO 3 Int WINDOW LMI 17-1218.12 80 -80 46.9 -51.3 48X96 94.5x94.75 YES NO