HomeMy WebLinkAboutAPPROVED 7_16_CC _HVHZ_Foley_13 Lake Vista Trl #106_PSL_SEALEDEMark Type W H
1 SH 35.875 37.375
2 SH 52 49.5
3 SH 52 49.5
4 SH 29.4375 62
5 SH 29.4375 62
6 3.5x1.5" AL Mull 29.4375 62
13 Lake Vista Trl #106
Port St. Lucie, FL. 34952
Foley Residence
3/11/2021
Change out:
5 Windows
no size modifications
7_16_CC _HVHZ_Foley_13 Lake Vista Trl #106_PSL.xls
1 of 3
Specialty Engineering Consultants, Inc
1599 SW 30 Ave. #20
Boynton Beach, FL 33426
Adam LeBlanc, PE #77012
FL CA# 0009217
Home Owner Contractor Max Guard Hurricane Windows
Address 2253 Vista Pkwy #12,
West Palm Beach, FL. 33411
Date 3/11/2021
(+) psf (-) psf (+) psf (-) psf
1 SH 35.875 37.375 y FL 8153.2 70 110 42.4 56.8 n y Kitchen
2 SH 52 49.5 y FL 8153.2 70 110 40.8 44.5 n y Dining Room
3 SH 52 49.5 y FL 8153.2 70 110 40.8 44.5 n y Living Room
4 SH 29.4375 62 y FL 8153.2 70 110 41.3 44.9 n y Bedroom
5 SH 29.4375 62 y FL 8153.2 70 110 41.3 44.9 n y Bedroom
6 3.5x1.5" AL Mull 29.4375 62 y FL 29827.1 100 100 41.3 44.9 n y Vertical, Between Openings 4 & 5
1
2
3
4
5
6
MARK Comments
NOTES
Window/door
replaced?
(y/n)
Shutter
required?
(y/n)
Req'd Wind
Pressure, see calc's
Product rated
for impact?
(y/n)
Wind design pressures are calculated in accordance with, Florida Building Code 2020, ASCE 7-16, Method 2, see attached calculations.
We have attempted to accurately depict the field conditions based on information submitted by others. This information may be lacking but we respectfully submit that this does not impact our calculations. If
there is a substantial difference, then notify this engineer for a revised plan/calculations.
Allowable pressure
see NOA
No change in rough opening size(s) were made. The existing opening is not to be modified.
All door and window frames to be attached through wood bucks per NOA specifications.
Quantity and spacing of fasteners shall be in accordance with the NOA and/or manufacturer's specifications.
Shutters or impact resistance is required in accordance with the "Existing Building Florida Building Code" section 707.4, "area replaced is greater than 25% of total aggregate area".
Window/Door
SGD, mull
Replace existing doors or windows as designated with new doors w/ current Miami-Dade product approval or State of Florida product approval
Foley Residence
Product Approval #HEIGHT
(in)
WIDTH
(in)
Port St. Lucie, FL. 34952
13 Lake Vista Trl #106
Specialty Engineering Consultants, Inc.
7_16_CC _HVHZ_Foley_13 Lake Vista Trl #106_PSL.xls 2 of 3
Specialty Engineering Consultants, Inc
1599 SW 30 Ave. #20
Boynton Beach, FL 33426
D. Adam LeBlanc, PE #77012
FL CA# 0009217
Home Owner Foley Residence Contractor Max Guard Hurricane Windows
Address 13 Lake Vista Trl #106 2253 Vista Pkwy #12,
Port St. Lucie, FL. 34952 West Palm Beach, FL. 33411
Date 3/11/2021
For theta < 10 degrees the GCp values have been reduced by 10%
Opening
Mark width (in)height (in)
Effective Area
of component
(ft^2)Area Used
GCp
(positive, 4&5)
GCp
(negative, 4)
GCp
(negative, 5)
P
positive
P
negative
P
positive
P
negative
1 35.9 37.4 9.3 10.0 1.00 -1.10 -1.40 42.4 -56.8
2 52.0 49.5 17.9 17.9 0.96 -1.06 -1.32 40.8 -44.5
3 52.0 49.5 17.9 17.9 0.96 -1.06 -1.32 40.8 -44.5
4 29.4 62.0 12.7 12.7 0.97 -1.07 -1.34 41.3 -44.9
5 29.4 62.0 12.7 12.7 0.97 -1.07 -1.34 41.3 -44.9
6 29.4 62.0 12.7 12.7 0.97 -1.07 -1.34 41.3 -44.9
V (mph)170 1620 FBC for HVHZ, or Fig. 26.5-1b
1.0
Risk Category II Table 1.5-1, page 4
Exposure C Section 26.7
Length of Building (ft)164
Width of Building (ft)103
Mean Roof height (ft)26
Kz 0.95 Table 26.10-1, page 268
Kd 0.85 Table 26.6-1, page 266
Kzt 1 Figure 26.8-1, page 268
pitch of roof 5/12
theta 22.6 degrees
1.0 Reduction factor for slope of roof
qh (psf) 59.94 Velocity Wind Pressure @ mean roof height
GCpi 0.18 -0.18 0.55 -0.55 See Table 26.13-1, page 271
a1 10.30 10% of width 1
a2 16.40 10% of width 2
a3 10.4 0.4*mean roof height
a 10.30 End Zone distance
Zone 4
Unbreached
Zone 5
Unbreached
Component and Cladding Pressures, Wall and/or Window components in accordance with ASCE 7-16 w/ mean roof height < 60 ft
22.6 degrees
Loads specified are for Allowable Stress - 0.6*W(ult) 2.4.1 #7 (0.6D+0.6W)
Specialty Engineering Consultants, Inc.
P q h GCp GCp i
7_16_CC _HVHZ_Foley_13 Lake Vista Trl #106_PSL.xls 3 of 3
Specialty Engineering Consultants, Inc
1599 SW 30 Ave. #20
Boynton Beach, FL 33426
D. Adam LeBlanc, PE #77012
FL CA# 0009217