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Home.Owner Tosto-Galat Residence Contractor Paradise Exteriors
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----------Address---j22-Lake Vista-Trail-205- --1918-Corporate-Drive-- �NEFq� - —
Port St.Lucie,FL 34952 Boynton Beach,FL 33426 a yc
Date 3/2/2020 Job# _ J �ti Specialty Engineering Consultants, Inc.
�4� SLS
Window/Door WIDTH HEIGHT Window/door Allowable pressure Req'd Wind Shutter Product rated
MARK replaced? Product Approval# see NOA Pressure,see calc's required? for impact? Comments
SGD,mull (in) (in) (y/n) N psf (-)psf N psf (-)psf (y/n) (y/n)
1 DSH 36 49 y FL 15780.8 55 60 41.3 45.0 n y Living Room
2 DSH 36 49 y FL 15780.8 55 60 41.3 45.0 n y Living Room
3 DSH 52 37 y FL 15780.8 55 60 41.2 54.7 n y Bedroom 1
4 DSH 36 37 y FL 15780.8 55 60 42.4 46.0 n y Kitchen
5 DSH 52 49 y FL 15780.8 55 60 40.8 54.0 n y Dining
NOTES
1 Replace existing doors or windows as designated with new doors w/current Miami-Dade product approval or State of Florida product approval
2 No chane in rough opening sizes were made. The existing opening is not to be modified.
3 All door and window frames to be attached through wood bucks per NOA specifications.
Quantitv andspacing of fasteners shall be in accordance with the NOA and/or manufacturer's specifications.
4 Shutters or impact resistance is required in accordance with the"Existing Building Florida Building Code"section 507.3,"area replaced is greaterthan 25%of total aggregate area".
5 Wind design pressures are calculated in accordance with,Florida Building Code 2017,ASCE 7-10,Method 2,see attached calculations.
6 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.
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Specialty Engineering Consultants,Inc
1599 SW 30 Ave.#20
Boynton Beach,FL 33426
D.Adam LeBlanc,PE#77012
7-10-CC HVHZ_Paradise Denise_#.xls 2 of 3
_ _ FL CA#0009217
4
Com p6n'ent and Cladding Pressures,Wall and/or Window-components_in_accordance-withASCE 7-10-w/-mean-roof-height<-60-ft-- -- -------
Home Owner Tosto-Galat Residence Contractor Paradise Exteriors a
Address 22 Lake Vista Trail 205 1918 Corporate DrivePort St.Lucie,FL 34952 Boynton Beach,FL 33426 Specialty Engineering Consultants, Inc.
Date 3/2/2020
Loads specified are for Allowable Stress-0.6*W ult 2.4.1#7 0.6D+0.6W
Zone 4 Zone 5
For theta<10 degrees the GCp values have been reduced by 10% Unbreached Unbreached
Effective Area
Opening of component GCp GCp GCp P P P P
Mark width in height in (ft-2) Area Used (positive,4&5 (negative,4 ne alive,5positive negative positive negative
1 36.0- 49.0 12.3 12.3 0.97 -1.07 -1.34 41.3 -45.0
2 36.0 49.0 12.3 12.3 0.97 -1.07 -1.34 41.3 -45.0
3 52.0 37.0 13.4 13.4 0.97 -1.07 -1.34 41.2 -54.7
4 36.0 1 37.0 9.3 10.0 1.00 -1.10 -1.40 42.4 -46.0
5 52.0 49.0 17.7 17.7 0.96 1 -1.06 1 -1.32 1 40.8 -54.0
V(mph) 170 1620 FBC for HVHZ,or Fig.26.5-1a
1.0
Risk Category 1I Table 1.5-1,page 2
Exposure C Section 26.7
Length of Building(ft) 174 5
Width of Building(ft) 116 _
Mean Roof height(ft) 26 ® P 9 h'(GCp
' � I
Kz 0.95 Table 30.3-1 a
Kd 0.85 Table 26.6-1,page 250
a 5
Kzt 1 Figure 26.8-1,page 252 a a
pitch of roof 3/12 14.0 degrees 5
theta 14.0 degrees
1.0 Reduction factor for slope of roof
qh(pso 59.94 Velocity Wind Pressure Q mean roof height
GCpi 0.18 -0.18 0.55 -0.55 See Table 6-7 pg 62 L��rtrs+ute�orq r .,
at 11.60 10%of width 1 t`t`4
a2 17.40 10%of width 2
a3 10.4 0.4*mean roof height
a 10.40 End Zone distance
No. 77
-- -- - -- --- r '. - TE--OF- •' -
Specialty Engineering Consultants,Inc
1599 SW 30 Ave.#20
Boynton Beach,FL 33426
D.Adam LeBlanc,PE#77012
7_10_CC_HVHZ_Paradise_Denise #.xls 3 of 3 FL CA#0009217