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04-1660-000y . t 1 e 1` • ' WINDOW 9- PRESSURES 5862 SW 76 ST PRIETO ENGINEERING LLC. PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE : 7/12/2004 DESCRIPTION : Area 8.33 sf 2nd floor * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND�VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kit i a RQOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z r 146 MPH C 2 1.00 1.00 5.00 : 12 8.3 FT2 25.0 FT 15. 0 FT (22.62 DEG) Kh = 0.945 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 60.9 60.9 SUCTION (psf) -66.0 -81.5 qh = 51.6 PSF qz = 46.3 PSF ' = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 lUILDING WIDTH = 50.0 FT :ORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUST0MER : Window pressures JOB NUMBER : DATE : 7/12/2004 DESCRIPTION : Area 6 sf 2nd floor _ * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kit ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z 146 MPH C 2 1.00 1.00 5.00 : 12 6.0 FT2 25.0 FT 15.0 FT (22.62 DEG) Kh = 0.945 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 60.9 60.9 SUCTION (psf) -66.0 -81.5 qh = 51.6 PSF qz = 46.3 PSF ' = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 tUILDING WIDTH = 50.0 FT :ORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE : 7/12/2004 DESCRIPTION : Area 19 sf 2nd floor _ * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 RQOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 19.0 FT2 MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 DISTANCE, Z = 15.0 FT Kz = 0.849 T WIND LOADS WALL AREA 4 5 GCp ( +) 0.951 0.951 GCp ( -) -1.051 -1.302 PRESSURE (psf) 58.3 58.3 SUCTION (psf) -63.5 -76.4 qh = 51.6 PSF qz = 46.3 PSF ' = qh [ ( GCp ) - ( GCpi) ] ;Cpi = ± 0.18 lUILDING WIDTH = 50.0 FT :ORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE : 7/12/2004 DESCRIPTION : Area 25 sf 2nd floor _ * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPtISURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 KZt = 1.00 RQOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 25.0 FT2 MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 DISTANCE, Z = 15.0 FT Kz = 0.849 Y WIND LOADS WALL AREA 4 5 GCp ( +) 0.930 0.930 GCp ( -) -1.030 -1.259 PRESSURE (psf) 57.2 57.2 SUCTION (psf) -62.4 -74.3 qh = 51.6 PSF qz = 46.3 PSF ' = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 SUILDING WIDTH = 50.0 FT :ORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE : 7/12/2004 DESCRIPTION : Area 45.5 sf 2nd F1 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 K22t = 1.00 ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 45.5 FT2 MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 DISTANCE, Z = 15.0 FT Kz = 0.849 .. WIND LOADS WALL AREA 4 5 GCp ( +) 0.884 0.884 GCp ( -) -0.984 -1.168 PRESSURE (psf) 54.9 54.9 SUCTION (psf) -60.0 -69.5 qh = 51.6 PSF qz = 46.3 PSF = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 3UILDING WIDTH = 50.0 FT .ORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE : 7/12/2004 DESCRIPTION : Area 17.3 sf 2nd floor * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR K2t RSOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z 146 MPH C 2 1.00 1.00 5.00 : 12 17.3 FT2 25.0 FT 15.0 FT (22.62 DEG) Kh = 0.945 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.958 0.958 GCp ( -) -1.058 -1.316 PRESSURE (psf) 58.7 58.7 SUCTION (psf) -63.9 -77.2 P a 4 5 a 4 b qh = 51.6 PSF qz = 46.3 PSF = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 50.0 FT CORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE : 7/12/2004 DESCRIPTION : Area 15.32 sf 2nd floor * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 K2t = 1.00 RQOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 15.3 FT2 MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 DISTANCE, Z = 15.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.967 0.967 GCp ( -) -1.067 -1.335 PRESSURE (psf) 59.2 59.2 SUCTION (psf) -64.3 -78.1 qh = 51.6 PSF qz = 46.3 PSF ' = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 tUILDING WIDTH = 50.0 FT :ORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE : 7/12/2004 DESCRIPTION : Area 8 sf 2nd floor * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kit = 1.00 ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 8.0 FT2 MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 DISTANCE, Z = 15.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 60.9 60.9 SUCTION (psf) -66.0 -81.5 qh = 51.6 PSF qz = 46.3 PSF ' = gh[(GCp) - (GCpi)) ;Cpi = ± 0.18 SUILDING WIDTH = 50.0 FT :ORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE : 7/12/2004 DESCRIPTION : Area 33.3 sf * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 KIt = 1.00 RQOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 33.3 FT2 MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 DISTANCE, Z = 6.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.908 0.908 GCp ( -) -1.008 -1.216 PRESSURE (psf) 56.1 56.1 SUCTION (psf) -61.3 -72.0 a 4 5 a 4 b qh = 51.6 PSF qz = 46.3 PSF P G B= gh[(GCp) - (GCpi)] Cpi = ± 0.18 UILDING WIDTH = 50.0 FT CORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE : 7/12/2004 DESCRIPTION : Area 23 sf _ * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kit = 1.00 ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 23.0 FT2 MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 DISTANCE, Z = 6.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.936 0.936 GCp ( -) -1.036 -1.272 PRESSURE (psf) 57.6 57.6 SUCTION (psf) -62.7 -74.9 qh = 51.6 PSF qz = 46.3 PSF = gh((GCp) - (GCpi)] Cpi = ± 0.18 UILDING WIDTH = 50.0 FT 'ORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE 7/12/2004 DESCRIPTION : Area 17.3 sf * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Ktt = 1.00 R90F SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 17.3 FT2 MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 qh = 51.6 PSF DISTANCE, Z = 6.0 FT Kz = 0.849 qz = 46.3 PSF WIND LOADS WALL AREA 4 5 GCp ( +) 0.958 0.958 GCp ( -) -1.058 -1.316 PRESSURE (psf) 58.7 58.7 SUCTION (psf) -63.9 -77.2 ' = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 BUILDING WIDTH = 50.0 FT :ORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE 7/12/2004 DESCRIPTION : Area 45.2 sf * ** DESIGN wnm LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 K2t = 1.00 RQOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 45.2 FT2 MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 qh = 51.6 PSF DISTANCE, Z = 6.0 FT Kz = 0.849 qz = 46.3 PSF WIND LOADS WALL AREA 4 5 GCp ( +) 0.884 0.884 GCp ( -) -0.984 -1.169 PRESSURE (psf) 54.9 54.9 SUCTION (psf) -60.1 -69.6 ' = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 4UILDING WIDTH = 50.0 FT :ORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE : 7/12/2004 DESCRIPTION : Area 4 sf * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 4.0 FT2 MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 DISTANCE, Z = 6.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 60.9 60.9 SUCTION (psf) -66.0 -81.5 a 4 5 a 4 b qh = 51.6 PSF qz = 46.3 PSF P G B = gh[(GCp) - (GCpi)) Cpi = ± 0.18 UILDING WIDTH = 50.0 FT CORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE : 7/12/2004 DESCRIPTION : Area 7.3 sf * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Ktt = 1.00 RQOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 7.3 FT2 MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 DISTANCE, Z = 6.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 60.9 60.9 SUCTION (psf ) -66.0 -81.5 qh = 51.6 PSF qz = 46.3 PSF ' = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 lUILDING WIDTH = 50.0 FT :ORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE : 7/12/2004 DESCRIPTION : Area 6 sf * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 6.0 FT2 MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 DISTANCE, Z = 6.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 60.9 60.9 SUCTION (psf) -66.0 -81.5 qh = 51.6 PSF qz = 46.3 PSF = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 SUILDING WIDTH = 50.0 FT .ORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE : 7/12/2004 DESCRIPTION : Area 20 sf * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 KZt = 1.00 ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 20.0 FT2 MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 DISTANCE, Z = 6.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.947 0.947 GCp ( -) -1.047 -1.294 PRESSURE (psf) 58.1 58.1 SUCTION (psf ) -63.3 -76.0 qh = 51.6 PSF qz = 46.3 PSF = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 GILDING WIDTH = 50.0 FT 'ORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE : 7/12/2004 DESCRIPTION : Area 27 sf * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 K2t = 1.00 RPOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 27.0 FT2 MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 DISTANCE, Z = 6.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.924 0.924 GCp ( -) -1.024 -1.248 PRESSURE (psf) 56.9 56.9 SUCTION (psf) -62.1 -73.6 a 4 5 a 4 b qh = 51.6 PSF qz = 46.3 PSF P G B= gh[(GCp) - (GCpi)] Cpi = ± 0.18 UILDING WIDTH = 50.0 FT CORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE : 7/12/2004 -DESCRIPTION : Area 19 sf * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 19.0 FT2 MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 DISTANCE, Z = 6.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.951 0.951 GCp ( -) -1.051 -1.302 PRESSURE (psf) 58.3 58.3 SUCTION (psf) -63.5 -76.4 qh = 51.6 PSF qz = 46.3 PSF ' = gh[(GCp) - (GCpi)) ;Cpi = ± 0.18 GILDING WIDTH = 50.0 FT :ORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE : 7/12/2004 DESCRIPTION : Area 21.28 sf * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 21.3 FT2 MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 DISTANCE, Z = 6.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.942 0.942 GCp ( -) -1.042 -1.284 PRESSURE (psf ) 57.9 57.9 SUCTION (psf) -63.0 -75.5 qh = 51.6 PSF qz = 46.3 PSF = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 IUILDING WIDTH = 50.0 FT :ORNER DISTANCE, a = 5.0 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Window pressures JOB NUMBER : DATE : 7/12/2004 DESCRIPTION : Area 42 sf * ** DESIGN WIND LOADS - ASCE 7 -98 * ** ' * ** COMPONENTS AND CLADDING * ** WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z 146 MPH C 2 1.00 1.00 5.00 : 12 42.0 FT2 25.0 FT 6.0 FT (22.62 DEG) Kh = 0.945 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.890 0.890 GCp ( -) -0.990 -1.180 PRESSURE (psf) 55.2 55.2 SUCTION (psf) -60.3 -70.1 qh = 51.6 PSF qz = 46.3 PSF = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 iUILDING WIDTH = 50.0 FT :ORNER DISTANCE, a = 5.0 FT STRUCTURAL • CALCULATIONS 5862 SW 76 ST PRIETO ENGINEERING LLC. v SOUTH MIAMI Luis A. Prieto- Portar, P.E. Consulting Engineer Eng(s): J.M - K.C. AC1530 Sect 7 REINFORCED MASONRY EXTERIOR WALLS 9.66 FT HIGH - FIRST & SECOND FLOOR Horizontal Pressure ( windward wall) Wall Span 9.6 ft PWz4 = -60.5 psf Zone 4 Wall Thicknes 8.0 in PwZS = -70.5 psf Zone 5 d= 3.8 in Assuming spacing @ 48 in. o.c. Try: 1 # 6 bar @ 48 Number of Bars 1 As= 0.44 in. 2 fm = 2000 psi f s = 24000 psi Fm = 0.33xf m Fm = 666 psi Em = 1000xf m Em = 2000 psi Es= 29500 psi n= 15 P = 0.0024 pn = 0.0355 k = 0.2333 j = 0.9222 2 /kj= 9.2963 Effective Width Cf -3 SUMMARY ZONE 4 REQ. ZONE 4 ZONE 5 STEEL BLOCK GOOD GOOD GOOD GOOD STEEL: ZONE 4 REQ. ZONE 5 REQ. MOMENT- M= fsxAsxjxd= M= 37,105.07 lb-in= 3,092 lb -ft LOAD ALLOWABLE 268.41 lb/ft= 70.6 psf > -60.50 -70.5 GOOD GOOD BLOCK MOMENT EFFECTIVE WIDTH 48 In M= fmxbxd2 /(2 /kj)= M= 49,917.52 lb -in= 4,160 lb -ft LOAD ALLOWABLE 361.09 lb/ft= 90.3 psf > -60.50 -70.5 GOOD GOOD PROVIDE. 1# 6 Cab- 48" FOR MASONRY WALL 9.66 FT HIGH AT ZONES 4 AND 5 - 1st 8 2nd FLOOR SOUTH MIAMI LARGE OPENINGS IN WALLS Horizontal Pressure ( windward wall) Wall Span 10.0 ft Wan Thickness 8.0 in d= 3.8 in Assuming spacing @ 48 in. o.c. Try: 1# 6 bar @ 48 A s = 0.88 in. 2 fm= 2000 psi f s = 24000 psi Fm = 0.33xf m Fm= 666 psi Em= 1000xf, m Em = 2000 psi Es = 29500 psi n= 15 P = 0.0082 pn = 0.1217 k = 0.3864 j = 0.8712 2 /kj= 5.9411 Luis A. Prieto - Portar, P.E. rig Engineer Eng(s): J.M - K.C. ACI 530 Sect 7 'OND FLOOR) PwZ4 = -60.5 psf Zone 4 PwZ5 = -70.5 psf Zone 5 Number of Bars 2 Wall Opening 6.167 Effective Width 28 SUMMARY ZONE 4 REQ. ZONE 4 ZONES STEEL BLOCK GOOD GOOD GOOD GOOD TIE DOW 6.17' 28" 8 1 8 ----------- - - - - -� 8 EFFECTIVE MASONRY JAMB STEEL: ZONE 4 REQ. ZONES REQ. MOMENT M= fsxAsxjxd= M= 70,102.73 lb-in= 5,842 lb -ft LOAD ALLOWABLE 467.35 lb/ft= 86.3 psf > -60.50 -70.5 GOOD GOOD BLOCK MOMENT EFFECTIVE WIDTH 28 In M =1.33 fmxbxd2 /(2 /kj)= M= 60,599.56 lb -in= 5,050 lb -ft LOAD ALLOWABLE 404.00 lb/ft= 74.6 psf > -60.50 -70.5 GOOD GOOD PROV: 2#6 AT EACH SIDE OF OPENING (SEE PLAN S -2) FOR LARGE WINDOWS Luis A. Prieto- oar, . . Consultina Enaineer B -1 Garage Beams 8" X 28" length: 17.33 ft. or 207.96 in height: 28 in. Roof Loads : d eff : 25.81 in. DL: 25 psf width: 8 in. LL: 30 psf Beam self weight: 0.233 kip / ft Factored roof loads : Factored beam self weight: 1.4 DL + 1.7 LL = 0.086 kip / ft2 = 0.33 kips / ft Effective Bearing Length: 11.66 ft w„(tofaq = 1.58 kips / ft Moments: F = 0.4442 Moment Coefficients: Moments K„ p As (min) at end supports = 1/16 29.65 kip -ft 67 0.0033 0.68 in at mid point = 1/8 59.29 kip -ft 133 0.0033 0.68 in at endspans = 1/14 33.88 kip -ft 76 0.0033 0.68 in Provide: 2 #6 TOP & BOT. Check Deflection: S = 5� w *L4) 0.070 in. E = 3.12E +06 psi 384 *E *I 1,X= 14634.7 in Sc�uow� = U240 = 0.867 in O.K. V„ = 1/2 w„ L = 13.69 kips Check critical shear section, V„ @ d V„ @ d = [( 0.51- - deff)/ 0.5L] x V„ = 10.29 kips Vn = V„ 4 = 12.10 kips Vc = 2 Sgrt( f j bd = 22.62 kips V� / 2 = 11.31 kips By ACI 11.5.5.1. Check if stirrups are required. V„ > Vc / 2 Stirrups are required. Yes By ACI 11.5.4.1. Spacing of shear shall not exceed d/2 Max. spacing: 12.91 say , 13 in. Reinforcement needed until V„ = Vc / 2 This occurs at : 8 ft. from centerline of beam Provide: 2 # 3 stirrups @ 6" o.c.from ands, bal. @ 12" o.c. Luis A. Prieto-Portar, Consultina Enaineer 92-4 Entrance Beams 8" X 36" length: 22.33 ft. or 267.96 in height: 36 in. Roof Loads : d eff : 33.81 in. DL: 25 psf width: 8 in. LL: 30 psf Beam self weight: 0.300 kip / ft Factored roof loads : Factored beam self weight: 1.4 DL + 1.7 LL = 0.086 kip / ft2 = 0.42 kips / ft Effective Bearing Length: 9 ft W u (total) = 1.44 kips / ft Moment Coefficients: at end supports = 1/16 at mid point = 1/8 at endspans = 1/14 Provide: 2 #6 TOP & BOT. S = 5f w -L4) 0.083 in. 384 *E *I S(auow) = U240 = 1.117 in O.K. E = 3.12E +06 psi lm= 31104.0 in 4 V„ = 1/2 w„ L = 16.12 kips Check critical shear section, V„ @ d V„ @ d = [( 0.51- - deff)/ 0.5L] x V„ = 12.05 kips Vn = V„ 4 = 14.18 kips V, = 2 Sgrt( f j bd = 29.63 kips Vc / 2 = 14.82 kips By ACI 11.5.5.1. Check if stirrups are required. Vn > Vc / 2 Stirrups are required. By ACI 11.5.4.1. Spacing of shear shall not exceed d/2 Max. spacing: 16.91 say , 17 in. Reinforcement needed until V„ = Vc / 2 This occurs at: 12 ft. from centerline of beam 6" o.c.from ands, bal. @ 12" o.c. F= 0.7622 Moments K„ P (min) As 45.00 kip -ft 59 0.0033 0.89 in 90.00 kip -ft 118 0.0033 0.89 in 51.43 kip -ft 67 0.0033 0.89 in O.K. E = 3.12E +06 psi lm= 31104.0 in 4 V„ = 1/2 w„ L = 16.12 kips Check critical shear section, V„ @ d V„ @ d = [( 0.51- - deff)/ 0.5L] x V„ = 12.05 kips Vn = V„ 4 = 14.18 kips V, = 2 Sgrt( f j bd = 29.63 kips Vc / 2 = 14.82 kips By ACI 11.5.5.1. Check if stirrups are required. Vn > Vc / 2 Stirrups are required. By ACI 11.5.4.1. Spacing of shear shall not exceed d/2 Max. spacing: 16.91 say , 17 in. Reinforcement needed until V„ = Vc / 2 This occurs at: 12 ft. from centerline of beam 6" o.c.from ands, bal. @ 12" o.c. Vu = 1/2 % L = 15.83 kip Check critical shear section, Vu @ d Vu @ d = [( 0.51- - deff)/ 0.5L] x V„ = 13.86 kip Vn = Vu /0 = 16.31 kip Vc = 2 Sgrt( f j bd = 13.69 kip Vc / 2 = 6.85 kip By ACI 11.5.5.1. Check if stirrups are required. Vn > Vc / 2 Stirrups are required. Yes By ACI 11.5.4.1. Spacing of shear shall not exceed d/2 Max. spacing : 6.25 say , 6 in. Reinforcement needed until Vn = Vc / 2 This occurs at : 4 ft. from centerline of beam Provide: 11 # 3 stirrups a@ 6" o.c. from supports, ball. @ 12" o.c. Luis A. Prieto - Portar, P. E. Consulting Engineer B -3 Interior T -Beam 10" X 14" Under Front Balcony length: 16.75 ft. or 201 in height: 14 in. Loads : d eff : 12.5 in. DL: 30 psf width: 10 in. LL: 40 psf Beam self weight: 0.15 kip / ft Factored Loads : Factored beam self weight: 1.4 DL + 1.7 LL = 0.110 kip/ ft2 = 0.20 kip / ft Tributary width from slab: 4.00 ft DL (stab) : 0.0875 kip /ft 2 Total Factored Load: 0.99 kip /ft Additional loads from 2nd floor walls and tie beam: Wt. of 8 "x12" tie beam: 100 Ibs /ft Wt. of blocks: 60 psf Ht. of wall: 9 ft W (wall and beam) = 0.896 kips / ft Total Factored Load: 1.89 kip / ft F Ku P As Mu = 1/8 wu L = 66.29 kip -ft 0.130 509 0.0110 1.38 in Provide: 4 #6 TOP & BOT. (LAYERED) Vu = 1/2 % L = 15.83 kip Check critical shear section, Vu @ d Vu @ d = [( 0.51- - deff)/ 0.5L] x V„ = 13.86 kip Vn = Vu /0 = 16.31 kip Vc = 2 Sgrt( f j bd = 13.69 kip Vc / 2 = 6.85 kip By ACI 11.5.5.1. Check if stirrups are required. Vn > Vc / 2 Stirrups are required. Yes By ACI 11.5.4.1. Spacing of shear shall not exceed d/2 Max. spacing : 6.25 say , 6 in. Reinforcement needed until Vn = Vc / 2 This occurs at : 4 ft. from centerline of beam Provide: 11 # 3 stirrups a@ 6" o.c. from supports, ball. @ 12" o.c. Luis A. Prieto- Portar, P.E. Consultinq Enqineer Y Terrace Beams 10" X 12" Provide: 4 #6 TOP & BOT. (LAYERED) Vu = 1/2 wu L = 18.68 kip Check critical shear section, Vu @ d Vu @ d = [( 0.51- - deff)/ 0.5L] x Vu = 16.29 kip V„ = Vu 4 = 19.16 kip Ve = 2 Sgrt( f, ) bd = 11.50 kip Vc / 2 = 5.75 kip By ACI 11.5.5.1. Check if stirrups are required. V„ > V, / 2 Stirrups are required? Yes By ACI 11.5.4.1. Spacing of shear shall not exceed d/2 Max. spacing: 5.25 say , 5 in. Reinforcement needed until Vn = V, / 2 This occurs at : 2 ft. from centerline of beam Provide: 11 # 3 stirrups @ 6" o.c. from supports, bal. @ 12" o.c. length: 13.66 ft. or 163.92 in height: 12 in. Loads : deft : 10.5 in. DL: 30 psf width: 10 in. LL: 40 psf Beam self weight: 0.13 kip/ft Factored Loads : Factored beam self weight: 1.4 DL + 1.7 LL = 0.110 kip / ft2 = 0.18 kip / ft Tributary width from slab: 8.00 ft DL (slab) : 0.0875 kip /ft 2 Total Factored Load: 1.76 kip /ft Additional loads from 2nd floor walls and tie beam: Wt. of 8 "x12" tie beam : 100 Ibs / ft Wt. of blocks: 60 psf Ht. of wall: 10 ft W (wall and beam) — 0.98 kips / ft Total Factored Load: 2.74 kip/ ft F Ku P As Mu = 1/8 wu L2 = 63.79 kip -ft 0.092 694 0.0160 1.68 in Provide: 4 #6 TOP & BOT. (LAYERED) Vu = 1/2 wu L = 18.68 kip Check critical shear section, Vu @ d Vu @ d = [( 0.51- - deff)/ 0.5L] x Vu = 16.29 kip V„ = Vu 4 = 19.16 kip Ve = 2 Sgrt( f, ) bd = 11.50 kip Vc / 2 = 5.75 kip By ACI 11.5.5.1. Check if stirrups are required. V„ > V, / 2 Stirrups are required? Yes By ACI 11.5.4.1. Spacing of shear shall not exceed d/2 Max. spacing: 5.25 say , 5 in. Reinforcement needed until Vn = V, / 2 This occurs at : 2 ft. from centerline of beam Provide: 11 # 3 stirrups @ 6" o.c. from supports, bal. @ 12" o.c. Luis A. Prieto - Portar, P.E. Consultinq Enqineer C - J Arched 8" X 36" Terrace Beams length: 15 ft. or 180 in height: 36 in. Loads : d eff : 34.5 in. DL: 30 psf width: 8 in. LL: 40 psf Beam self weight: 0.30 kip / ft Factored Loads : Factored beam self weight: 1.4 DL + 1.7 LL = 0.110 kip/ft' = 0.42 kip / ft Tributary width from slab: 5.50 ft DL (slab) : 0.0875 kip /ft 2 Total Factored Load: 1.51 kip /ft F Ku P As Mu = 112.09 kip -ft 0.794 141 0.0033 0.91 in Provide: 2 #7 TOP & BOT. S = 5 *w *L4 0.018 in. E = 3.12E +06 psi 384 *E *I 1,X= 31104.0 in S(allnw) = U240 = 0.750 in O K. Vu = 1/2 w„ L = 21.30 kip Check critical shear section, Vu @ d V„ @d = [(0.5L- doff) /0.5L]xV„ = 13.14 kip Vn = V„ 4 = 15.45 kip V, = 2 Sqrt( f j bd = 30.23 kip Vc / 2 = 15.12 kip By ACI 11.5.5.1. Check if stirrups are required. V„ > Vc / 2 Stirrups are required? Yes By ACI 11.5.4.1. Spacing of shear shall not exceed d/2 Max. spacing: 17.25 say , 17 in. Reinforcement needed until Vr, = Vc / 2 This occurs at : 7 ft. from centerline of beam Provide: 2 # 3 stirrups @ 6" o.c. from supports, bal. a@ 12" o.c. Luis A. Prieto-Portar, Consultina Enaineer o -o Gazebo Beams 8" X 16" length: 13.17 ft. or 158.04 in height: 16 in. Roof Loads : d eff : 13.81 in. DL: 25 psf width: 8 in. LL: 30 psf Beam self weight: 0.133 kip/ft Factored roof loads : Factored beam self weight: 1.4 DL + 1.7 LL = 0.086 kip / ft2 = 0.19 kips/ft Effective Bearing Length: 11.75 ft W u (total) = 1.45 kips / ft Moments: F = 0.1272 Moment Coefficients: Moments K. P (min) As at end supports = 1/16 15.69 kip -ft 123 0.0033 0.36 in at mid point = 1/8 31.38 kip -ft 247 0.0033 0.36 in at endspans = 1/14 17.93 kip -ft 141 0.0033 0.36 in Provide: 2 #5 TOP & BOT. Check Deflection: S = 5� w *L4) 0.115 in. E = 3.12E +06 psi 384 *E *I 1,OC = 2730.7 i n 4 Sc�uow> = L/240 = 0.659 in 0. K. V„ = 1/2 w„ L = 9.53 kips Check critical shear section, V„ @ d V„ @ d = [( 0.51- - deff)/ 0.5L] x V„ = 7.86 kips V„ = V„ = 9.25 kips Vc = 2 Sgrt(fc ) bd = 12.10 kips V� / 2 = 6.05 kips By ACI 11.5.5.1. Check if stirrups are required. V„ > Vr / 2 Stirrups are required. Yes By ACI 11.5.4.1. Spacing of shear shall not exceed d/2 Max. spacing : 6.91 say , 7 in. Reinforcement needed until Vn = Vc / 2 This occurs at : 4 ft. from centerline of beam 6" o.c.from ands, bal. @ 12" o.c. Luis A. Prieto- Portar, P.E. Consulting Engineer Slab Band: (SB- 1,SB -2) Assuming # 6 bars h= 7 in. fc = 3000 psi d = 5.88 in. fy = 60000 psi Wu= 0.233 kip /ft2 Tributary width from slab: 13.0 ft Factored load / foot of slab: 3.02 kips / ft Provide: 27.80 50.82 60 351.9 ( -M) 1st int. support 99.44 0.17 577 0.0125 4.40 10 #6 7 #6 3 #6 kips in in in. 2 ( +M) 2nd span 76.64 0.17 445 0.008 2.82 7 #6 TOP.&.BOT.CONT. Additional top steel over 1st support Max Shear: Vc = 2sgrt(fc)bd b (req'd) : try bd = - Moments: ( +M) - 1st span Mu= 28.24 - F= 0.17 Ku= 164 p = 0.0033 As = 1.16 Req'd Steel: 4 # 6 Provide: 27.80 50.82 60 351.9 ( -M) 1st int. support 99.44 0.17 577 0.0125 4.40 10 #6 7 #6 3 #6 kips in in in. 2 ( +M) 2nd span 76.64 0.17 445 0.008 2.82 7 #6 TOP.&.BOT.CONT. Additional top steel over 1st support Luis A. Prieto - Portar, P. E. Consulting Engineer Slab Band: (SB- 3,SB- 4,SB -5) Assuming # 6 bars h= 7 in. f = 3000 psi d = 5.88 in. fy = 60000 psi Wu= 0.233 kip /ft2 Tributary width from slab: 12.0 ft Factored load / foot of slab: 2.79 kips / ft Mu= F= Ku= P = As Req'd Steel: Max Shear: Vc = 2sgrt(fc)bd b (req'd) try bd = ( +M) 1st span 20.00 0.13 151 0.0033 0.89 4 #6 24.59 44.95 46 270.3 ( -M) 1st int. support 49.19 0.13 372 0.008 3.00 7 #6 kips in TOP.&.BOT.CONT. 3 # 6 in 3 # 6 Additional bottom steel along 2nd span in. 2 Additional top steel over 2nd support ( +M) ( -M) 2nd int. ( +M) 2nd span support 3rd span 30.46 67.11 41.24 0.13 0.13 0.13 230 507 312 0.0045 0.011 0.0065 1.22 2.97 1.76 4 #6 7 #6 4 #6 Provide: 4 # 6 TOP.&.BOT.CONT. 3 # 6 Additional top steel over 1st support 3 # 6 Additional bottom steel along 2nd span 3 # 6 Additional top steel over 2nd support Luis A. Prieto- Portar, P.E. Consulting Engineer Slab Band: (SB -6) Assuming # 6 bars h = 7 in. f = 3000 psi d = 5.88 in. fy = 60000 psi Wu= 0.233 kip /ft2 Tributary width from slab: 6.5 ft Factored load / foot of slab: 1.51 kips / ft solve for a Max Shear: Ve = 2sgrt(fc)bd b (req'd) try bd = Moments: ( +M) Max. Mu= 56.70 - F= 0.10 Ku= 548 p = 0.012 AS = 2.54 Req'd Steel : 6 # 6 13.09 kips 23.93 in 36 in 211.5 in. 2 Provide: 6 # 6 TOP.&.BOT.CONT. TS -1 4 "x 4" Steel Column (Worst Case) Slab Loads : Factored slab loads DL: 30 psf 1.4 DL + 1.7 LL = 0.110 kip / ft2 LL: 40 psf Beam Dead Loads: (Critical Case Front Porch) SIB 1 - SB 2 length: 13.4 ft. or 161 in height: 7 in. d eff : 4.81 in. width: 60 in. w„ = 3.02 kip/ ft Rc = 60.48 kip Rc (total) = 60.48 kips Using a 4 "X4" steel column, filled w/ 3000 psi concrete AS = 3.5 i n 2 A9 = 15.75 i n 2 f c = 3000 psi Pn(max) = 0.80[0.85f c(A9 - AS) + Asfy] fy = 60000 psi Pn(max) = 235 kips Pn(max) >> Rc (total) O. K. Factored Load: 0.233 kip /ft2 f = 3000 psi Tributary Area : 238 ft.2 (Worst Case) Vu = 60.48 ksi Asssume : 12 by 12 Plate over steel column b, = perimeter of critical section for slab. bo = 76 in. bo d = 532 in.' Vc _ 0 4 sgrt(f jbod 99.1 > 60.5 0. K. Find Thickness of Plate: t P f P = 0.384 ksi t P = 0.62 in. TI ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.0 The higher the score, the more efficient the home. r 1.tJ w construction or existing 2. 4-igle family or multi - family 3. 4;ber of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d Tint/other SHGC - double pane S. Floor types a. Slab -On -Grade Edge Insulation b. Raised Concrete c. N/A 9. Wall types a Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. Concrete Deck Roof - Dropped c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. Sup: Unc. Ret: Con. AH: Interior Alex Martinez, 5862 SW 72 ST, MIAMI, FL, 33143- R=0.0, 260.3(p) ft _ New _ 12. Cooling systems Single family _ 1 a. Central Unit _ 5 _ b. Central Unit No _ b. N/A _ 3896 ft2 c N/A Single Pane Double Pane _ DHP- Dedicated heat pump) 434.0 ft2 0.0 ft2 _ 13. Heating systems 0.0 ft2 0.0 ft2 _ a. Electric Strip 0 0 ft2 0.0 ft2 Sup. R=6.0, 250.0 ft _ MZ- C- Multizone cooling, Sup. R=6.0, 250.0 ft b. Electric Strip R=0.0, 260.3(p) ft _ c. N/A R =0.0, 1618.0ft2 _ 14. Hot water systems _ a. Electric Resistance R=4.1, 51 18.0 ft2 b. N/A _ c. Conservation credits (HR -Heat recovery, Solar _ DHP- Dedicated heat pump) R =30.0, 2332.0 ft2 _ 15. HVAC credits R =10.0, 1564.0 ft2 _ (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, _ PT- Programmable Thermostat, Sup. R=6.0, 250.0 ft _ MZ- C- Multizone cooling, Sup. R=6.0, 250.0 ft MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building _ Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 59.0 kBtu/hr _ SEER: 12.50 _ Cap: 36.2 kBtu/hr SEER: 12.35 Cap- 31.2 kBtu/hr COP: 1.00 Cap: 15 0 kBtu/hr COP: 1.00 Cap: 66.0 gallons EF• 0.88 _ 4� "o4VVIEsT,�r� °� 11111 ?,Ee p � we *NOTE: The home's estimated energy performance score is only available through the FLARES computer program This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPADOE EnergyStar'designation), your home may gual ify for energy efficiency mortgage (EEII) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec. ucf edu for ejormation and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, ntact the Department of Community Affairs at 8501487 -1824. EnergyGauge® (Version: FLRCPB v3.30) FORM 60OA -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: EP Single Family Residence - Address: 5862 SW 72 ST City, State: MIAMI, FL 33143- Owner: Alex Martinez - Climate Zone: South Builder: Permitting Office: South Miami Permit Number: Jurisdiction Number: 1. New construction or existing New _ 12. Cooling systems 2. jngle family or multi - family Single family _ a. Central Unit Cap: 59.0 kBtu/hr - 3. umber of units, if multi - family 1 - SEER: 12.50 4. Number of Bedrooms 5 _ b. Central Unit Cap: 36.2 kBtu/hr 5. Is this a worst case? No _ SEER: 12.35 6. Conditioned floor area (ft2) 3896 ft2 c. N/A 7. Glass area & type Single Pane Double Pane a. Clear glass, default U- factor 434.0 ft2 0.0 ft2 _ 13. Heating systems b. Default tint 0.0 ft2 0.0 ft2 _ a. Electric Strip Cap: 31.2 kBtu/hr _ c. Labeled U or SHGC 0.0 ft2 0.0 ft2 COP: 1.00 8. Floor types _ b. Electric Strip Cap: 15.0 kBtu/hr _ a. Slab -On -Grade Edge Insulation R =0.0, 260.3(p) ft _ COP: 1.00 b. Raised Concrete ft2 _ c. N/A c. N/A _ 9. Wall types _ 14. Hot water systems a. Concrete, Int Insul, Exterior R=4.1, 5118 0 ft2 _ a. Electric Resistance Cap: 66.0 gallons b. N/A _ EF: 0 88 c. N/A _ b. N/A d. N/A _ e. N/A c. Conservation credits 10. Ceiling types _ (HR -Heat recovery, Solar a. Under Attic R =30.0, 2332.0 ft2 _ DHP- Dedicated heat pump) b. Concrete Deck Roof - Dropped R =10.0, 1564.0 ft2 _ 15. HVAC credits c. N/A (CF- Ceiling fan, CV -Cross ventilation, 11. Ducts _ HF -Whole house fan, a. Sup: Unc. Ret: Con. AH: Interior Sup. R =6.0, 250.0 ft _ PT- Programmable Thermostat, b. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 250.0 ft MZ- C- Multizone cooling, MZ- H- Multizone heating) Glass /Floor Area: 0.11 Total as -built points: 61522 PASS Total base points: 61627 I hereby certify that the plans and specifications covered by this calculation are in co wit th lorida Energy Code. PREPARED BY* ose orates - DATE: l)-4 /Z� Zc7v I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCPB v3.30) FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 5862 SW 72 ST, MIAMI, FL, 33143- PERMIT #: BASE AS -BUILT FGLASS PESditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 3896.0 32.50 22791.6 Single, Clear NW 90 10.7 20.0 48.42 0.69 6637 Single, Clear N 9.0 107 20.0 3646 074 5429 Single, Clear N 2.0 185 30.0 36.46 0.99 10867 Single, Clear N 2.0 198 20.0 3646 0.99 7247 Single, Clear N 2.0 5.3 6.0 3646 0.89 1937 Single, Clear N 2.0 53 10.0 3646 0.89 3228 Single, Clear N 2.0 51 4.0 36.46 0.88 128.0 Single, Clear N 20 10.0 440 36.46 096 1544.0 Single, Clear S 2.0 198 200 66.93 1.00 13324 Single, Clear S 20 170 40 66.93 099 266.3 Single, Clear S 10.0 107 18.0 6693 0.53 640.0 Single, Clear S 19.8 107 250 6693 0.45 755.2 Single, Clear S 2.0 7.3 36.0 66.93 0.85 20442 Single, Clear S 2.0 7.3 25.0 6693 0.85 14196 Single, Clear SW 10.0 107 10.0 7341 053 392.4 Single, Clear SW 2.0 7.3 16.0 7341 0.88 1030.1 Single, Clear W 14.0 107 18.0 70.53 050 639.5 Single, Clear W 5.0 20.8 26.0 7053 0.92 16944 Single, Clear W 2.0 80 20.0 7053 0.92 12949 Single, Clear W 2.0 52 60 70.53 0.82 3478 Single, Clear W 20 6.8 10.0 70.53 0.89 626.5 Single, Clear W 19.5 10.7 460 70.53 0.45 14589 As -Built Total: 434.0 19148.9 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.1 5118.0 2.32 11848.2 Exterior 5118.0 2.70 138186 Base Total: 5118.0 13818.6 As -Built Total: 5118.0 11848.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 00 0.00 0.0 Exterior Wood 420 9.40 3948 ' Exterior 420 6.40 268.8 Base Total: 42.0 268.8 As -Built Total: 42.0 394.8 EnergyGauge® DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 5862 SW 72 ST, MIAMI, FL, 33143- PERMIT #: EnergyGaugeTM' DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 BASE AS -BUILT CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 34140 2.80 9559.2 Under Attic 30.0 2332.0 2.77 X 100 6459.6 Concrete Deck Roof - Dropped 10.0 1564.0 13 67 X 1.0 21379.9 Base Total: 3414.0 9559.2 As -Built Total: 3896.0 27839.5 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 260.3(p) -20.0 - 5205.0 Slab -On -Grade Edge Insulation 0.0 260.3(p -20.00 - 5205.0 Raised 16180 -2.16 - 3494.9 Raised Concrete 0.0 16180 0.80 12944 Base Total: - 8699.9 As -Built Total: 1878.3 - 3910.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 3896.0 18.79 73205.8 38960 18.79 732058 Summer Base Points: 110944.2 Summer As -Built Points: 128526.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 128526.6 0.620 (1.067 x 1.165 x 0.90) 0 273 1.000 24310.0 1285266 0 380 (1.067 x 1.165 x 0 90) 0.276 1.000 150968 110944.2 0.4266 47328.8 128526.6 1.00 1.119 0.274 1.000 39405.5 EnergyGaugeTM' DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 5862 SW 72 ST, MIAMI, FL, 33143- PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Ornt Len Hgt Area X WPM X WOF =Point 18 3898.0 2.36 1655.0 Single, Clear NW 9.0 10.7 20.0 6.00 0.97 1169 Single, Clear N 9.0 10.7 200 6.03 097 117.0 Single, Clear N 2.0 18.5 30.0 6.03 1.00 180.6 Single, Clear N 2.0 19.8 200 603 100 1204 Single, Clear N 2.0 5.3 6.0 6.03 0.99 357 Single, Clear N 2.0 5.3 100 603 0.99 59. Single, Clear N 2.0 5.1 4.0 603 0.98 23. Single, Clear N 2.0 10.0 440 6.03 099 2639 Single, Clear S 2.0 19.8 20.0 449 1.00 8951 Single, Clear S 20 170 40 4.49 099 179 Single, Clear S 100 107 18.0 4.49 131 1063 Single, Clear S 198 10.7 25.0 4.49 1.43 160.4 Single, Clear S 20 73 360 4.49 1.03 1661 Single, Clear S 2.0 7.3 25.0 449 1.03 115.3 Single, Clear SW 10.0 10.7 10.0 506 1.11 559 Single, Clear SW 2.0 7.3 16.0 506 101 81 9 Single, Clear W 14.0 107 18.0 5.49 1.03 101.9 Single, Clear W 5.0 20.8 260 5.49 100 1426 Single, Clear W 20 80 20.0 5.49 1.00 1097 Single, Clear W 2.0 52 60 549 100 330 Single, Clear W 2.0 6.8 100 5.49 100 549 Single, Clear W 195 107 460 5.49 1.03 2608 As -Built Total: 434.0 2413.9 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.1 5118.0 1 03 52971 Exterior 51180 0.60 30708 75.6 Base Total: 5118.0 3070.8 As -Built Total: 5118.0 5297.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0 0 Exterior Wood 420 2.80 1176 Exterior 42.0 1.80 75.6 Base Total: 42.0 75.6 I As -Built Total: EnergyGauge® DCA Form 60OA -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3 30 42.0 117.61 FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 5862 SW 72 ST, MIAMI, FL, 33143- PERMIT #: BASE AS -BUILT FUnder NG TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points ttic 3 414 0 0.10 341 4 Under Attic 30.0 2332 0 0.10 X 1.00 233.2 250.2 Concrete Deck Roof - Dropped 10.0 15640 0.16 X 1.00 { Base Total: 3414.0 341.4 As -Built Total: 3896.0 483.4 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 260.3(p) -2.1 -546.5 Slab -On -Grade Edge Insulation 0.0 260.3(p -210 -546 5 Raised 16180 -028 -453.0 Raised Concrete 0.0 16180 100 1618 0 Base Total: -999.6 As -Built Total: 1878.3 1071.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 38960 -006 -233.8 3896.0 -0.06 -2338 Winter Base Points: 3909.5 Winter As -Built Points: 9149.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 9149.7 0.675 (1.085 x 1.137 x 0 91) 1.000 1.000 6936.7 91497 0.325 (1.085 x 1.137 x 0.91) 1.000 1.000 33350 3909.5 0.6274 2452.8 9149.7 1.00 1.123 1.000 1.000 10271.7 EnergyGaugeTM DCA Form 60OA -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3 30 FORM 60OA -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 5862 SW 72 ST, MIAMI, FL, 33143- PERMIT #: BASE CODE COMPLIANCE AS -BUILT WATER HEATING r Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms + Heating + Hot Water = Total Points Points Points Volume Bedrooms Ratio Multiplier 5 2369.00 11845.0 66.0 0.88 5 100 236900 1.00 118450 As -Built Total: 11845.0 PASS EnergyGauge'rm DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3.30 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 47329 2453 11845 61627 1 39405 10272 11845 61522 PASS EnergyGauge'rm DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3.30 FORM 60OA -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 5862 SW 72 ST, MIAMI, FL, 33143- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1 ABC 1.1 Maximum:.3 cfm /s .ft. window area; .5 cfm /s .ft. door area Exterior & Adjacent Walls 606.1 ABC 1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall, ■ 6121 foundation & wall sole or sill plate; joints between extenor wall panels at corners, utility penetrations; between wall panels & top/bottom plates, between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends `{ 612.1 Water flow must be restricted to no more than 2 5 gallons per minute at 80 PSIG Air Distribution Systems 6101 from and is sealed to the foundation to the top plate Floors 606.1.ABC.1 2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION- Frame floors where a continuous infiltration barrier is installed that is sealed HVAC Controls 607.1 to the perimeter, penetrations and seams. Ceilings 606.1 ABC. 1.2 3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, Common ceiling & floors R -11. soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams Recessed Lighting Fixtures 606.1.ABC.1.2 4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2 0 cfm from conditioned space, tested Multi-story Houses 606.1.ABC.1.2 5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606 1.ABC 1.3 Exhaust fans vented to outdoors, dampers, combustion space heaters comply with NFPA, have combustion air. CA_99 nTLJFD DDFCPDIDTIVF MFACI IDFC /mutt ha mat nr aueaarlari by all raciripncac_1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built -in heat trap required Swimming Pools & Spas 6121 Spas & heated pools must have covers (except solar heated) Non - commercial pools must have a pump timer Gas spa & pool heaters must have a minimum thermal efficient of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2 5 gallons per minute at 80 PSIG Air Distribution Systems 6101 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics, R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 6041,602.1 Ceilings -Min R -19 Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGaugeTm DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3.30 Residential System Sizing Calculation Summary Alex Martinez Project Title: Code Only 5862 SW 72 ST EP Single Family Residence Professional Version MIAMI, FL 33143- Climate: South 7 /7C /7nnA Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) Load Load Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 56 r. 434 sqft Winter design temperature 47 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F 1 ter temperature difference 23 F Summer temperature difference 15 F Total heating load calculation 59970 Btuh Total cooling load calculation 66083 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip) 77.0 46200 Sensible (SHR = 1) 169.7 95200 TOTAL HEAT LOSS 1 59970 Latent 00 0 1610 Btuh Total latent gain Total 144.1 95200 WINTER CALCULATIONS Winter Heating Load for 3896 sqft) Duols(5 %) Load component Load Load Window total Window total 434 sqft 11544 Btuh Wall total 5118 sqft 24566 Btuh Door total 42 sqft 444 Btuh Ceiling total 3896 sqft 5306 Btuh Floor total See detail report 8886 Btuh Infiltration 252 cfm 6367 Btuh Subtotal Btuh Duct gain 57114 Btuh Duct loss Total sensible gain 2856 Btuh TOTAL HEAT LOSS 1 59970 Btuh Int Doors(,' Floors(, 5 %) SUMMER CALCULATIONS CI Immor (:nnlinn 1 rind /fnr ARQR cnftl Load component Load Window total 434 sqft 10675 Btuh Wall total 5118 sqft 16419 Btuh Door total 42 sqft 437 Btuh Ceiling total 3896 sqft 7725 Btuh Floor total 0 Btuh Infiltration 220 cfm 3633 Btuh Internal gain 12100 Btuh Subtotal(sensible) 50988 Btuh Duct gain 5099 Btuh Total sensible gain 56087 Btuh Latent gain(infiltration) 8385 Btuh Latent gain(internal) 1610 Btuh Total latent gain 9995 Btuh TOTAL HEAT GAIN 66083 Btuh Leserd httem&V%) Lderd I o-t< ciao-,(, 8%) V*ft(41 %) (19%) couh9r(9%) 6%) CeMrkgs(12%) Duds(8%) WeW25 %) h 1 %) EnergyGauge® System Sizing based on ACCA Manual J PREPARED BY: DATE. EnergyGauge® FLRCPB v3 30 System Sizing Calculations - Summer Residential Load - Component Details Alex Martinez Project Title: Code Only 5862 SW 72 ST EP Single Family Residence Professional Version MIAMI, FL 33143- Climate: South Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 7/25/2004 EnergyGauge® FLRCPB v3.30 Type Overhang Window Area(sqft) HTM Load Window Panes /SHGC /U /InSh/ExSh Ornt Len H t Gross Shaded Unshaded Shaded Unshaded ` 1 1, Clear, DEF, B, N NW 9 10.6 20.0 00 20.0 18 37 740 Btuh 2 1, Clear, DEF, B, N N 9 106 200 0.0 20.0 18 18 360 Btuh .� 3 1, Clear, DEF, B, N N 2 185 30.0 0.0 300 18 18 540 Btuh 4 1, Clear, DEF, B, N N 2 197 200 0.0 20.0 18 18 360 Btuh 5 1, Clear, DEF, B, N N 2 5.33 60 0.0 6.0 18 18 108 Btuh 6 1, Clear, DEF, B, N N 2 5.33 100 0.0 10.0 18 18 180 Btuh 7 1, Clear, DEF, B, N N 2 5.08 4.0 0.0 4 0 18 18 72 Btuh 8 1, Clear, DEF, B, N N 2 10 44.0 0.0 44.0 18 18 792 Btuh 9 1, Clear, DEF, B, N S 2 19.7 200 200 00 18 28 360 Btuh 10 1, Clear, DEF, B, N S 2 17 4 0 4 0 0.0 18 28 72 Btuh 11 1, Clear, DEF, B, N S 10 106 180 18.0 0.0 18 28 324 Btuh 12 1, Clear, DEF, B, N S 19.8 106 25.0 250 0.0 18 28 450 Btuh 13 1, Clear, DEF, B, N S 2 7.25 36.0 36.0 0.0 18 28 648 Btuh 14 1, Clear, DEF, B, N S 2 725 25 0 25.0 0.0 18 28 450 Btuh 15 1, Clear, DEF, B, N SW 10 10.6 10.0 10.0 0.0 18 45 180 Btuh 16 1, Clear, DEF, B, N SW 2 7.25 16.0 2.1 139 18 45 663 Btuh 17 1, Clear, DEF, B, N W 14 10.6 18.0 18.0 0.0 18 52 324 Btuh 18 1, Clear, DEF, B, N W 5 207 260 00 26.0 18 52 1352 Btuh 19 1, Clear, DEF, B, N W 2 8 20.0 0.0 200 18 52 1040 Btuh 20 1, Clear, DEF, B, N W 2 516 6 0 00 6 0 18 52 312 Btuh 21 1, Clear, DEF, B, N W 2 683 10.0 0.0 10.0 18 52 520 Btuh 22 1, Clear, DEF, B, N W 195 10.6 46.0 460 00 18 52 828 Btuh Window Total 1 1 434 1 10675 Btuh Walls Type R -Value Area HTM Load 1 Concrete - Exterior 41 5118.0 3 2 16419 Btuh Wall Total 5118.0 16419 Btuh Doors Type Area HTM Load 1 Wood - Exter 42.0 104 437 Btuh Door Total 42.0 437 Btuh Ceilings Type /Color R -Value Area HTM Load 1 Under AttictLight 30.0 2332.0 1 2 2798 Btuh 2 Concrete Deck Roof - Dropped /Light 100 15640 32 4927 Btuh Ceiling Total 3896.0 7725 Btuh Floors Type R -Value Size HTM Load 1 Slab -On -Grade Edge Insulation 0.0 260.3 ft(p) 00 0 Btuh 2 Raised Wood 0.0 1618 0 sqft 0 0 0 Btuh Floor Total 1878.3 0 Btuh EnergyGauge® FLRCPB v3.30 Manual J Summer Calculations Residential Load - Component Details (continued) Alex Martinez Project Title: Code Only 5862 SW 72 ST EP Single Family Residence Professional Version MIAMI, FL 33143- Climate: South 7/25/2004 Infiltration Type ACH Volume CFM= Load Natural 0.35 37674 220.2 3633 Btuh Mechanical 0 0 Btuh Infiltration Total 220 3633 Btuh Internal Occupants Btuh /occupant Appliance Load gain 7 X 300 + 10000 12100 Btuh Key. Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF' for default) (InSh - Interior shading device: none(N), Blinds /Dapedes(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Omt - compass orientation) EnergyGauge® FLRCPB v3.30 Subtotal 50988 Btuh Duct gain(using duct multiplier of 0.10) 5099 Btuh Total sensible gain 56087 Btuh Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) 8385 Btuh Latent occupant gain (7 people @ 230 Btuh per person) 1610 Btuh Latent other gain 0 Btuh TOTAL GAIN 66083 Btuh Key. Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF' for default) (InSh - Interior shading device: none(N), Blinds /Dapedes(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Omt - compass orientation) EnergyGauge® FLRCPB v3.30 System Sizing Calculations - Winter Residential Load - Component Details Alex Martinez Project Title: Code Only 5862 SW 72 ST EP Single Family Residence Professional Version MIAMI, FL 33143- Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 23.0 F 7/25/2004 Window Panes /SHGC /Frame /U Orientation Area X HTM= Load 1 1, Clear, Metal, DEF NW 20.0 26.6 532 Btuh 2 1, Clear, Metal, DEF N 20.0 26.6 532 Btuh 3 1, Clear, Metal, DEF N 30.0 26.6 798 Btuh 4 1, Clear, Metal, DEF N 20.0 26.6 532 Btuh 5 1, Clear, Metal, DEF N 6.0 26.6 160 Btuh 6 1, Clear, Metal, DEF N 10.0 26.6 266 Btuh 7 1, Clear, Metal, DEF N 4.0 26.6 106 Btuh 8 1, Clear, Metal, DEF N 44.0 26.6 1170 Btuh 9 1, Clear, Metal, DEF S 20.0 26.6 532 Btuh 10 1, Clear, Metal, DEF S 4.0 26.6 106 Btuh 11 1, Clear, Metal, DEF S 18.0 26.6 479 Btuh 12 1, Clear, Metal, DEF S 25.0 26.6 665 Btuh 13 1, Clear, Metal, DEF S 36.0 26.6 958 Btuh 14 1, Clear, Metal, DEF S 25.0 26.6 665 Btuh 15 1, Clear, Metal, DEF SW 10.0 26.6 266 Btuh 16 1, Clear, Metal, DEF SW 16.0 26.6 426 Btuh 17 1, Clear, Metal, DEF W 18.0 26.6 479 Btuh 18 1, Clear, Metal, DEF W 26.0 26.6 692 Btuh 19 1, Clear, Metal, DEF W 20.0 26.6 532 Btuh 20 1, Clear, Metal, DEF W 6.0 26.6 160 Btuh 21 1, Clear, Metal, DEF W 10.0 26.6 266 Btuh 22 1, Clear, Metal, DEF W 46.0 26.6 1224 Btuh Window Total 434 11544 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete - Exterior 4.1 5118 4.8 24566 Btuh Wall Total 5118 24566 Btuh Doors Type Area X HTM= Load 1 Wood - Exter 42 10.6 444 Btuh Door Total 42 4446tuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 30.0 2332 0.8 1866 Btuh 2 Concrete Deck Roof - Drop 10.0 1564 2.2 3441 Btuh Ceilina Total 3896 53066tuh Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 260.3 ft(p) 18.6 4841 Btuh 2 Raised Wood /Enclosed 0 1618.0 sqft 2.5 4045 Btuh Floor Total 1878 8886 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 37674(sgft) 252 6367 Btuh Mechanical 0 0 Btuh Infiltration Total 252 6367 Btuh EnergyGauge® FLRCPB v3.30 V Manual J Winter Calculations Residential Load - Component Details (continued) Alex Martinez Project Title: Code Only 5862 SW 72 ST EP Single Family Residence Professional Version MIAMI, FL 33143- Climate: South 7/25/2004 Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManuaU Heat Transfer Multiplier) Key- Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3.30 Subtotal 57114 Btuh " Totals for Heating Duct Loss(using duct multiplier of 0.05) 2856 Btuh Total Btuh Loss 59970 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManuaU Heat Transfer Multiplier) Key- Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3.30