1125 NE 91 Terr (7)10.30'
NC \
35.50'
ONE STORY; CBS
RESIDENCE# 1125
LOT 17
5' Conc.Walk
24.50'
5.5' Parkway
FN D.I. P.3 /4°
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NE 91 TERRACE
50.00' Total R/W (By PLAT)
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18.15'
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0.5' Gutter °
23' Asphalt
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WIND LOAD SCHEDULE
OPENING
LABEL
GLAZED OPENING
HORIZ.
(INCHES)
DIM.
VERT.
(INCHES)
NO. OF
GLAZED
PANELS
SMALLEST GLAZED
HORIZ.
(INCHES)
PANEL
VERT.
(INCHES)
EFFECTIVE
WIND AREA
(SQ. FT.)
BUILDING
ZONE
(Note 4)
DESIGN
POSITIVE
(PSF)
LOAD
NEGATIVE
(PSF)
1
37
38
2
30
16
3.3
Interior
46.5
-50.4
2
37
38
2
30
16
3.3
End
46.5
-62.2
3
74
38
2
34
32
7.6
Interior
46.5
-50.4
4
74
38
2
34
32
7.6
End
46.5
-62.2
5
19
25
2
12
10
0.8
Interior
46.5
-50.4
6
19
26
2
12
10
0.8
End
46.5
-62.2
7
37
63
2
30
28
5.8
Interior
46.5
-50.4
8
37
63
2
30
28
5.8
End
46.5
-62.2
9
37
26
2
30
10
2.1
Interior
46.5
-50.4
10
37
26
2
30
10
2.1
End
46.5
-62.2
11
37
50
2
30
22
4.6
Interior
46.5
-50.4
12
37
50
2
30
22
4.6
End
46.5
-62.2
NOTES:
1. Wind Toads are determined in accordance with the 2004 Florida Building Code and ASCE 7 -02.
2. Wind load calculations are based upon a mean roof height as provided by the Contractor and noted herein.
Contractor /Building Official shall verify the mean roof height in the field.
3. Calculation is valid for Enclosed Structures only.
All glazed openings shall be impact resistant or have impact protective devices.
4. End zones for this installation are those areas within 3.0 feet of the exterior corners of the building.
End zones are based on the building dimensions provided by the Contractor.
Contractor /Building Official shall verify the layout plan in the field.
5. This document shall be used for determination of wind loads only.
Component installations shall be in accordance with the appropriate product evaluation documents.
Wind loads are applicable for component installations at any elevation below the roof.
6. Wind loads are applicable for use on window and glazing systems.
For Toads on other systems, contact our office.
7. This document shall be valid only when there appears an original signature,
date and embossed seal from V. J. Knezevich, P.E.
8. Use of this document is subject to the Terms and Conditions of Use, Version 1.0, available on the
web at http: / /ASCE7 -02.TheTTGroup.com, and any other applicable agreements between the
Client, named above, and Thornton - Tomasetti Group, Inc.
/
�.
13 Jun -2006
°
V. J. Knersvic , • . FL License #10983
Thornton Tomasatti Group, Inc. FL COA #7519
Roof Siope = 4.000 inches rise per 12 -inch run PROCESSED BY: Lin Ardente
Roof Siope = 18.43 degrees
PAGE: 1 of 2
Smallest Side of Building = 18.00 feet
Internal Pressure Factor, GCpi = 0.18 (fully enclosed building)
Topographic Factor, Kzt = 1.00 (non -hilly area)
Directionality Factor, Kd = 0.85 (Product evaluation documents shall not incorporate allowable stress increases.
End Zone = 3.0 feet Verify with product evaluation documents.)
• • •.. • • • ••.
•• .. • • • •• •• •
Thornton D Tomasetti
• .. • •
••
... ••
.. .•• • •••.
330 N. Andrews Avenue, Suite 450 :: Ft. Lauderdale, Florida 33301 :: Phone: 954.522.3690 :: Fax: 954.5:26§1:: www.ThePTGroup.F6m' •'
• • ••• •••
ASCE 7-02 DESIGN WIND LOADS FOR COMPONENTS & CLADDING FOR VERTICAL SUvF4gE$.• ••
• •
• •
Basic Wind Speed, V = 146.0 m.p.h (3 sec peak gust) CLIENT: Eduardo ltp6 • • • • • • •
Exposure Category = C Sunshine Home Improvements
Importance Factor, I = 1.00 (non - assembly / non - essential facility) DATE: 06/07/2006, 22:20:45
Roof Eave Height = 9.00 feet STRUCTURE: James Pagliaroli
Roof Peak Height = 13.00 feet
1125 NE 91 Terr.
Miami, Fl 33138
Mean Roof Height = 11.00 feet ORDERED BY: EDUARDO
WIND LOAD SCHEDULE (continued)
OPENING
LABEL
GLAZED OPENING
HORIZ.
(INCHES)
DIM.
VERT.
(INCHES)
NO. OF
GLAZED
PANELS
SMALLEST GLAZED
HORIZ.
(INCHES)
PANEL
VERT.
(INCHES)
EFFECTIVE
WIND AREA
(SQ. FT.)
BUILDING
ZONE
(Note 4)
DESIGN
POSITIVE
(PSF)
LOAD
NEGATIVE
(PSF)
13
53
38
2
32
32
7.1
Interior
46.5
-50.4
14
53
38
2
32
32
7.1
End
46.5
-62.2
15
37
76
2
30
35
7.3
Interior
46.5
-50.4
16
37
76
2
30
35
7.3
End
46.5
-62.2
17
74
50
2
34
44
10.4
Interior
46.4
-50.3
18
74
50
2
34
44
10.4
End
46.4
-62.0
19
36
80
2
28
72
14.0
Interior
45.5
-49.4
• • ••• • • • •••
•• •• • • • •• •• •
•
Thornton = Tomasett f ..• ; .
Page 1 for:
1. Input design data.
2. Notes applicable to the Wind Load Schedule.
Note: This document is not complete without all pages.
•
• •• • • -- ••
• • • • • .• _ •••
• • • • . • • . • •
• • • •
330 N. Andrews Avenue, Suite 450 :: Ft. Lauderdale, Florida 33301 :: Phone: 954.522.3690 :: Fax: 954.5 ; wv� , .Th iTG roup.cem• • •
ASCE 7 -02 DESIGN WIND LOADS FOR COMPONENTS & CLADDING FOR VERTICAL SURFI Eq
• • •...••
• • •
• •
CLIENT: Eduardo Hep@ • • • • •..
Sunshine Home Improvements
DATE: 06/07/2006, 22:20:45
STRUCTURE: James Pagliaroli
1125 NE 91 Terr.
Miami, Fl 33138
ORDERED BY: EDUARDO
PROCESSED BY: Lin Ardente
PAGE: 2 of 2
• •
•
•
•
•
••
WIND LOAD SCHEDULE
OPENING
LABEL
GLAZED OPENING
HORIZ.
(INCHES)
DIM.
VERT.
(INCHES)
NO. OF
GLAZED
PANELS
SMALLEST GLAZED
HORIZ.
(INCHES)
PANEL
VERT.
(INCHES)
EFFECTIVE
WIND AREA
(SQ. FT.)
BUILDING
ZONE
(Note 4)
DESIGN
POSITIVE
(PSF)
LOAD
NEGATIVE
(PSF)
20
72
96
2
31
85
18.3
End
44.7
-58.6
21
28
96
1
24
92
15.3
End
45.2
-59.6
NOTES:
1. Wind loads are determined in accordance with the 2004 Florida Building Code and ASCE 7 -02.
2. Wind load calculations are based upon a mean roof height as provided by the Contractor and noted herein.
Contractor /Building Official shall verify the mean roof height in the field.
3. Calculation is valid for Enclosed Structures only.
All glazed openings shall be impact resistant or have impact protective devices.
4. End zones for this installation are those areas within 3.0 feet of the exterior corners of the building.
End zones are based on the building dimensions provided by the Contractor.
Contractor /Building Official shall verify the layout plan in the field.
5. This document shall be used for determination of wind loads only.
Component installations shall be in accordance with the appropriate product evaluation documents.
Wind loads are applicable for component installations at any elevation below the roof.
6. Wind loads are applicable for use on window and glazing systems.
For loads on other systems, contact our office.
7. This document shall be valid only when there appears an original signature,
date and embossed seal from V. J. Knezevich, P.E.
8. Use of this document is subject to the Terms and Conditions of Use, Version 1.0, available on the
web at http: / /ASCE7- 02.TheTTGroup.com, and any other applicable agreements between the
Client, named above, and Thomton - Tomasetti Group, Inc.
,,
• / S
__—
13 - 2006
V. J. Knezevich, . FL License #10983
Thomton- Tomasetti Group, Inc. FL COA #7519
• • • • • •
• • • • • • • • •
Th orn t on T omasett i � ' `� • •
.• • _ � . •
• • • • • • . -• • •.
• • • • • • • • . • • •
. . • • • •
•
330 N. Andrews Avenue, Suite 450 :: Ft. Lauderdale, Florida 33301 :: Phone: 954.522.3690 :: Fax: 954.522.3691 www.TheTTGroup.com
•
ASCE 7 -02 DESIGN WIND LOADS FOR COMPONENTS & CLADDING FOR VERTIC L V�4� • •• •
•
..
• • • ••• ••
•
Basic Wind Speed, V = 146.0 m.p.h (3 sec peak gust) CLIENT: Eduardo Hepp
Exposure Category = C Sunshine Home Improvements
Importance Factor, I = 1.00 (non - assembly / non - essential facility) DATE: 0611112006, 17:21:40
Roof Eave Height = 9.00 feet STRUCTURE: James Pagliaroli
Roof Peak Height = 13.00 feet M 1125 iami, 91 Terr. M, FI 33138
Mean Roof Height = 11.00 feet ORDERED BY: eduardo
Roof Slope = 4.000 inches rise per 12 -inch run PROCESSED BY: Lin Ardente
Roof Slope = 18.43 degrees
PAGE: 1 of 1
Smallest Side of Building = 18.00 feet
Internal Pressure Factor, GCpi = 0.18 (fully enclosed building)
Topographic Factor, Kzt = 1.00 (non -hilly area)
Directionality Factor, Kd = 0.85 (Product evaluation documents shall not incorporate allowable stress increases.
End Zone = 3.0 feet Verify with product evaluation documents.)