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HomeMy WebLinkAboutEngineering . ENGINEERING - EXPeeSS®." Design Wind Pressure(PMAX+, PMAX-): ASCE 7-10, Ch.30.4.2/30.6.2 160 SW 12th AVENUE, #io6 h__<60 ft. h>60,ft. DEERFIELD-BEACH, FL,33442 Max Positive Pressure(PMAX+) PMAX+ = gh(6c GCppos+ GCp) PMAX+ = gh(ec GCppm + GCp) PH:(954).354=0660 FAx;(954)354-0443 WWW.'ENGEXP'.COM Max Negative Pressure(PMAX-) PMAX-= gh(6c GCpneg-GCpI) PMAX-= gh(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 SizeElevation, Area Arear PRmax+ PR,ax 5th Edition(2014)Florida Building Code_ #' (W x H) Zone ` (ft) (ft2) (ft2)' K= qZ GCP+ GCP- (Ib/ft2) (Ib/ft2) Site Information 1 52 x 62 Int 7 22.39 8.90 0.85 53.38 0.9 -0.9 37.6 -54.1 2 36 x 62 Int 7 15.50 8.90 0.85 53.38 0.9 -0.9 37.9 -54.5 Owner: Frederick or Waltra Maurer 3 36 x 62 Int 7 15.50 8.90 0.85 53.38 0.9 -0.9 37.9 -54.5 4 141 x 96 Int 7 94.00 46.02 0.85 53.38 0.8 -0.8 33.3 -49.6 Wind Speed t 170 MPH 5 107 x 95 Int 7 70.59 26.50 0.85 53.38 0.8 -0.8__3_4.1 -50.5 Exposure Category: C Velocity Pressure Coef.(Kh): 1.34 ASCE 7-10 Ch.30.3.1 Table 30.3-1 Directionality Factor(Kd): 0.85 Topographical Factor(Kzr): 1.0 Structure Information R CF p: .o' Risk Category: H Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ASCE 7-10 Table 26.11-1 Mean Roof Height(h): 130 ft. ;, r Roof Slope(0): Flat Roof Slope Coefficient(0c): 0,9 . ' Min.Building Dim.(L): 60 ft End Zone Distance(a): 6 ft. L .� b• 17 }3 oL �I. a!i 1.THEN FORMATIONGNTENDEDTOPROVIOEDESIGNPRESSURESFORTHEPURPOSEOFTHENSTALLATIONOFGLAZEDUNRS&OPENINGPROTECTONASPROPOSEDANDPROVIDEDBYOTHERS.NOCERTFICATION.ETTHER�1.'i?':••,jr'-Y•'ire.-JEFFREY EXPRESSED OR IMPLIED,6 OFFERED ASTOTHEVALIDITYOR APPLICASLRYOFANYPROPOSED SYSTEM OR COMPONENT USED ALONG WTRITHESEPRESSURESALL PRODUCTS SHALL BE INSTALLED N STRICTACCORDANCE 4VPH".;",•:'�;'•;t ". Prepared m accordance with: VALID FLORIDAPRODUCTAPPROVALSPNDMUSTMEETTHESEPRESSURESFORTHEGNENSIELMRATIONS �';ris 1.,�'; ;=c;+ FLPE0660974';.5, ASCE 7-10.Section 30. Wind Loads-Com bnents and 2.NOCEPTFICATDNORREVEWISCF EAEDTHATTHEM POSED UNBSME£TANYEGRESSREOUNEMMM&LEGRESS6SIIESMETO READDRESSED BYTHEPERMRTNGCONTRACTOR ANDTHELOCALSULDNGOFFCNL, Components 3.THEHOSTSTRUCTUREISASSUMED TO BEADEOUATETO WITHSTANDTHE LOADSMPOSED BYTH6 DESIGN ASWORKREPLACESEX6TNG FRAMNG,OR OPENINGS DESIGNED AND CERTIFIED RYAN ENGINEER OF RECORD(EOR):. �1 .1.',/� THECONTRACTORIBULDNG OFFICIAL SHALL VERIFYTHATTHESUBSIHATEEXPOSED DURNG WORKISSOUND FOR INSTALLATION OFTHISSYSIEMF DEFICENCESAREFOUND IN THEEWTNG HOST STRUCTURE ENGINEER Cladding ORTHEEORSHALLBENOTFIEDBEFORECONTNUNGCONSTRUCTIONMORESERVESTHER13HTTORE-NSPECTMDREEVALUATEDESIGN.NOWARRANTY,ETTHMEXPRESSEDORMPLED,6CONTANEDHEHFd 5th Edition(2014)Florida Building Code 1.DMMSJONSARESHOWNTOLLUSTRATEDESIGNFORCESMDOTHERDES6NCRRERKMH WYVMYSLnHTLY,TOTHEDa ENTMATTHEOPFNNGM&ISNOTSMALLMTHMS%OFMEENGHE MDESIGN 1 CONTRACTORETOVERFYALLFIELDDMENSIONSMK)RTONSTALLATION. ;I✓.� 16 ff 5.ENGIN A SEAL AFFIXED HERETO VALIDATESSTRUCTURAL DESIGN ASSHOWN ONLY.USEOFTH6 SPECIFICATION BYCONTRACTOR.O.I.NDWNFIES&SAVESHMMLESSTHSENGNEER FOR ALL COST&DAMAGES N CLUONG r ✓, j I T ;^.��' ©2016 E-TenlpeSt.com - LEGAL FEES&APPELLATEFEESRESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICESBEYOND THATWHOH 6 CALLED FOR BYLOCAL,STATE&FEDERAL CODES&FROM DEVIA NSO ID: storn:tight-PManrer,FredericValtr A. FTHIS 6.ENGNFERNGIXESSHASNOTV6DH6JOBSRENFORMATIONCONTANENCONTRACTORSIPPEDDATAANDMAREENTQOEERGEPRE5ALNOTBEHELOREPONflLNBEQ�,RMO t; I, /�; CERT OF AIIIITH419885 •:";4` ANYWAYFOR ERRONSOUSOR INACCURATE DATAOR MEASUREMENTSWORKSHALA SEFELD VERIFIED PRIOR TO CONSTRUCTION.ENGNEERING EXPRESSSHALL EENOTFED AND GIVEN AN OPPORTUNITYTO REE%%LUATEOURjT i, 7• WORKUPON DISCOVERYOF ANYNACCURATENFORMATION PRIOR TO MODIFICATION OF Ek6TNG FELD CONDIRONSMD FABRICATION AND INSTALLATION OF MATERIALS 'WITH�RAISE[)ENGINEER SEAL�T 03/30/2016 Page 1 of 1 7.MEDT SEJ RESSLYPROMDEDHERE-N,NOADDRONALCMTFOATIONSORA RMATDNSMENT DED. •ALTERATIONSADDITDNSOROTHERMMKNGSTOTHEDOCUMETITMENOTPERM=OMD NVALDATEOURCERTFCATION• VALID.FCR .dOB ONLY ST-- 1918 Corporate Drive Boynton Beach,FL 33426 WIN OWS Ph.561-922-6747 Fax.561-292-3562 Property Information Building Information Owner: Frederick or Waltra Maurer Wind Zone: 170 MPH. Address: 10600 S Ocean Dr#402 Exposure Category: C Jensen, FI 34957 Minimum Building Dimension: 60 ft. Mean Roof Height: 130 ft. JUL Risk Category: If Design Pressure Calculations Opening Location Device --] Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(pso 1 1 lilt 52 62 7 37.6 -54.1 ---------.—.........------------ -- ...--- -- ---- ---------- -------------- 2 Int 36 62 7 37.9 -54.5 --..........._..._....._......-................._.----. --- --- ._..-- -- --- ..__._..... - ----—-.._._..----------- ------ --- ------------- 3 Int 36 62 7 37.9 -54.5 4 Int 141 96 7 33.3 -49.6 5 Int 107 95 7 34.1 -50.5 Prepared in accordance with:ASCE 7-10.Chapter 30. Wind Loads-Components and Cladding.5th Edifion(2014)Florida Building Code. Page 1 of 1 . a ® ® ® ✓� A A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner 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 PRODUCT ROUGH ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING MULLION WINDOW SHUTTERS NUMBER or Interior OR DOOR NUMBER (+)PSF (-) PSF (+)PSF (-)PSF DIMENSIONS REQ Y/N SIZE REQ Y/NINA I Int w 7/9"Lami IG 15-0618.02 55 55 0.0 0.0 5307 52x62 N N 2 Int w LamilG 15-0618.02 55 55 0.0 0.0 5307 36x62 Y N 3 Int \]',1 7/8°Lami16 15-0618.02 55 55 0.0 0.0 5307 36x62 Y N 4 Int D I°Lami IG FL14848.2 70 70 33.3 49.6 19997 141x96 n n 5 Int D I°Lami IG FL14848.2 70 70 34.1 50.5 19997 107x95 n n