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HomeMy WebLinkAboutDesign Wind Loads".c D.F. CONSULTANTS, INC. 9000 SHERIDAN ST., *136 PEMBROKE PINES, FL 33024 (954)431-4846 , Copyright 1999 by Tondelli Engineering, P.A. Tampa, Florida .USTOMER-: MARTIN FOWLER rOB NUMBER 01-2524 DATE : 2/19/2001 )Ef3CRIPTION FIXED WINDOWS #1,2,3 *** DESIGN WIND LOADS - . SCE 7-95 *** *** COMPONENTS AND CLADDING *** TIND VELOCITY = 110 MPH =OSURE CATEGORY = C 3UILDING CATEGORY = 2 _MPORTANCE FACTOR = 1 . D b Czt = 1.00 =F SLOPE = 6.00 12,1 (2.6.56 DEG) 'RIBUTARY AREA = 28.8 FT2 ZEAN ROOF HEIGHT = 20.0 FT ''Kh = 0.902 qh = 27.9 PSF )ISTANCE, Z = 6.0 FT Kz = 0.849 qz = 26.3 PSF WIND LOADS WALL AREA 4 5 GCp (+} 0.919 0.919 GCp (-) -1.019 -1.238 PRESSURE (psf) 30.7 30.7 $ SUCTION (psf) -33.5 -39.6 p, 1p 10,111) = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 !UILDING WIDTH = 86.5 FT :ORNER DISTANCE, a = 8.0 FT D.F. CONSULTANTS, INC. 9000 SHERIDAN ST., 4136 PEMBROKE PINES, FL 33024 (954)431-4846 Copyright 1999 by Tondelli Engineering, P.A. Tampa, Florida :USTOMER : MARTIN FOWLER -OB NUMBER 01-2524 DATE : 2/19/2001 )EoCRIPTION FIXED WINDOWS #4,5,6,7 *** DESIGN WIND LOADS - ASCE 7-95 *** *** COMPONENTS AND CLADDING *** TIND VELOCITY = 110 MPH ;XPOSURE CATEGORY = C SUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 'zt = 1.00 :OOF SLOPE = 6.00 : 12 (26.56 DEG) .'RIBUTARY AREA = 33.0 FT2 LEAN ROOF HEIGHT = 20.0 FT Kh = 0.902 )ISTANCE, Z = 6.0 FT Kz = 0.849 r WIND LOADS WALL AREA 4 5 GCp H 0.908 0.908 GCp (-) -1.008 -1.217 PRESSURE (psf) 30.4 30.4 SUCTION (psf) -33.2 -39.0 qh = 27.9 PSF qz = 26.3 PSF = qh [ ( GCp ) - ( GCp i) ] �Cpi = ± 0.18 ;UILDING WIDTH = 86.5 FT :ORNER DISTANCE, a = 8.0 FT D.F. CONSULTANTS, INC. • 9000 SHERIDAN ST., *136 PEMBROKE PINES, FL 33024 (954)431-4846 Copyright 1999 by Tondelli Engineering, P.A. Tampa, Florida °USTOMER : MARTIN FOWLER 'OB NUMBER 01-2524 DATE : 2/19/2001 1ESCRIPTION FIXED WINDOWS *8 *** DESIGN WIND LOADS — ASCE 7-95 *** *** COMPONENTS AND CLADDING *** BIND VELOCITY = 110 MPH ,XPOSURE CATEGORY = C SUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 zzt = 1.00 :OQF SLOPE = 6.00 : 12 (26.56 DEG) 'RIBUTARY AREA = 11.6 FT2 1EAN ROOF HEIGHT = 20.0 FT Kh = 0.902 )ISTANCE, Z = 6.0 FT Kz = 0.849 r WIND LOADS WALL AREA 4 5 GCp (+) 0.989 0.989 GCp (-) -1.089 -1.377 PRESSURE (psf) 32.6 32.6 SUCTION (psf) -35.4 -43.5 qh = 27.9 PSF qz = 26.3 PSF = gh[(GCp) - (GCpi)] �Cpi = ± 0.18 iUILDING WIDTH = 86.5 FT :ORNER DISTANCE, a = 8.0 FT D.F. CONSULTANTS, INC. 9000 SHERIDAN ST., #136 PEMBROKE PINES, FL 33024 (954)431-4846 Copyright 1999 by Tondelli Engineering, P.A. Tampa, Florida 'USTOMER : MARTIN FOWLER "OB NUMBER 01-2524 DATE : 2/19/2001 1ESCRIPTION FIXED WINDOW #9,10 *** DESIGN WIND LOADS - ASCE 7-95 *** *** COMPONENTS AND CLADDING *** `IND VELOCITY = 110 MPH ;XPOSURE CATEGORY = C SUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 :zf = 1.00 ,OOF SLOPE = 6.00 : 12 (26.56 DEG) 'RIBUTARY AREA = 16.8 FT2 IEAN ROOF HEIGHT = 20.0 FT Kh = 0.902 )ISTANCE, Z = 30.0 FT Kz = 0.982 WIND LOADS WALL AREA 4 5 GCp (+) 0.960 0.960 GCp (-) -1.060 -1.320 PRESSURE (psf) 31.9 31.9 SUCTION (psf ) -34.6 -41.9 qh = 27.9 PSF qz = 30.4 PSF = qh [ ( GCp ) - ( GCp i) ] �Cpi = ± 0.18 !UILDING WIDTH = 86.5 FT :ORNER DISTANCE, a = 8.0 FT D.F. CONSULTANTS, INC. 9000 SHERIDAN ST., *136 PEMBROKE PINES, FL 33024 (954)431-4846 Copyright 1999 by Tondelli Engineering, P.A. Tampa, Florida 'USTOMER : MARTIN FOWLER �OB NUMBER 01-2524 DATE : 2/19/2001 )ESCRIPTION FIXED WINDOW # 11,12 *** DESIGN WIND LOADS - ASCE 7-95 *** *** COMPONENTS AND CLADDING *** UND VELOCITY = 110 MPH 'XPOSURE CATEGORY = C 0ILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 'zt = 1.00 :OOF SLOPE = 6.00 : 12 (26.56 DEG) 'RIBUTARY AREA = 16.8 FT2 1EAN ROOF HEIGHT = 20.0 FT Kh = 0.902 )ISTANCE, Z = 30.0 FT Kz = 0.982 WIND LOADS WALL AREA 4 5 GCp (+) 0.960 0.960 GCp (-) -1.060 -1.320 PRESSURE (psf) 31.9 31.9 SUCTION (psf) -34.6 -41.9 qh = 27.9 PSF qz = 30.4 PSF = qh [ ( GCp ) - ( GCpi) ] �Cpi = ± 0.18 BUILDING WIDTH = 43.5 FT ;ORNER DISTANCE, a = 4.4 FT •'D.F. CONSULTANTS, INC. 9000 SHERIDAN ST., #136 PEMBROKE PINES, FL 33024 (954)431-4846 • Copyright 1999 by Tondelli Engineering, P.A. Tampa, Florida :USTOMER : MARTIN FOWLER FOB NUMBER 01-2524 DATE : 2/19/2001 )ESCRIPTION : FIXED WINDOW # 13,14 *** DESIGN WIND LOPM8 - ASCE 7-95 *** *** COMPONENTS AND CLADDING *** IIND VELOCITY = 110 MPH =OSURE CATEGORY = C 0ILDING CATEGORY = 2 :MPORTANCE FACTOR = 1.00 �H = 1.00 'OQF SLOPE = 6.00 : 12 (26.56 DEG) 'RIBUTARY AREA = 39.2 FT2 ZEAN ROOF HEIGHT = 20.0 FT Kh = 0.902 qh = 27.9 PSF )ISTANCE, Z = 16.0 FT Kz = 0.86 qz = 26.7 PSF WIND LOADS WALL AREA 4 5 GCp {+) 0.895 0.895 GCp (-) -0.995 -1.191 PRESSURE (Psf.) 30.0 30.0 SUCTION (psf) -32.8 -38.3 ' = qh [ ( GCp ) - ( GCpi) ] TCpi = ± 0.18 4UILDING WIDTH = 43.5 FT :ORNER DISTANCE, a = 4.4 FT • D.F. CONSULTANTS, INC. 9000 SHERIDAN ST., *136 PEMBROKE PINES, FL 33024 (954)431-4846 • Copyright 1999 by Tondelli Engineering, P.A. Tampa, Florida USTOMER : MARTIN FOWLER OB NUMBER 01-2524 DATE : 2/19/2001 ESCRIPTION DOUBLE FRONT DOOR *** DESIGN WIND LOADS - ASCE 7-95 *** *** COMPONENTS AND CLADDING *** IND VELOCITY = 110 MPH XPOSURE CATEGORY = C UILDING CATEGORY = 2 MPORTANCE FACTOR = 1.00 .zt = 1.00 .OQF SLOPE = 6.00 : 12 (26.56 DEG) RIBUTARY AREA = 45.4 FT2 .EAN ROOF HEIGHT = 20.0 FT Kh = 0.902 1ISTANCE, Z = 4.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp H 0.884 0.884 GCp (-) -0.984 -1.168 PRESSURE (psf) 29.7 29.7 SUCTION (psf) -32.5 -37.7 qh = 27.9 PSF qz = 26.3 PSF = gh[(GCp) - (GCpi)] �Cpi = ± 0.18 UILDING WIDTH = 86.5 FT :ORNER DISTANCE, a = 8.0 FT D.F. CONSULTANTS, INC. • 9000 SHERIDAN ST., #136 PEMBROKE PINES, FL 33024 (954)431-4846 • Copyright 1999 by Tondelli Engineering, P.A. Tampa, Florida :USTOMER : MARTIN FOWLER FOB NUMBER 01-2524 DATE : 2/19/2001 )ESCRIPTION DOOR #2 *** DESIGN WIND LOADS - ASCE 7-95 *** *** COMPONENTS AND CLADDING *** IIND VELOCITY = 110 MPH 'XPOSURE CATEGORY = C iUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 'zt = 1.00 tOOF SLOPE = 6.00 : 12 (26.56 DEG) 'RIBUTARY AREA = 23.8 FT2 4EAN ROOF HEIGHT = 20.0 FT Kh = 0.902 )ISTANCE, Z = 4.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp (+) 0.933 0.933 GCp (-) -1.033 -1.267 PRESSURE (psf ) 31.1 31.1 SUCTION (psf) -33.9 -40.4 qh = 27.9 PSF qz = 26.3 PSF ' = qh [ ( GCp ) - ( GCp i) ] TCpi = ± 0.18 0ILDING WIDTH = 86.5 FT :ORNER DISTANCE, a = 8.0 FT • D.F. CONSULTANTS, INC. �9000 SHERIDAN ST., *136 PEMBROKE PINES, FL 33024 (954)431-4846 Copyrlg ht 1999 b Tondelli Engineering P A Tampa Florida :USTOMER : MARTIN FOWLER -OB NUMBER 01-2524 DATE : 2/19/2001 )ESCRIPTION ROOF *** DESIGN WIND LOADS - ASCE 7-95 *** *** COMPONENTS AND CLADDING *** IIND VELOCITY = 110 MPH :XPOSURE CATEGORY = C iUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 'zt = 1.00 tOQF SLOPE = 6.00 : 12 (26.56 DEG) 'RIBUTARY AREA = 2986.5 FT2 ZEAN ROOF HEIGHT = 20.0 FT Kh = 0.902 qh = 27.9 PSF )ISTANCE, Z = 20.0 FT Kz = 0.902 qz = 27.9 PSF GABLE/HIP ROOF WIND LOADS ROOF AREA 1 2 3 GCp (+) 0.300 0.300 0.300 GCp (-) -0.800 -1.400 -1.400 PRESSURE(psf) VERT. COMP. HORIZ. COMP. 13.4 12.0 6.0 13.4 12.0 6.0 13.4 12.0 6.0 SUCTION(psf) VERT. COMP. HORIZ. COMP. -27.4 -24.5 -12.2 -44.1 -39.5 -19.7 -44.1 -39.5 -19.7 a a a a 2 1 2 2 1 2 3 3 3 3 P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 86.5 FT CORNER DISTANCE, a = 8.0 FT