HomeMy WebLinkAboutAPPROVED KORNILOFF DIGITAL WINDLOAD7_16_C&C _HVHZ_TallBuildings_Temp.xls
1 of 3
Contractor
Statewide Windows and Doors
3725 Investment Lane,
West Palm Beach, FL 33404
Specialty Engineering Consultants, Inc
1599 SW 30 Ave. #20
Boynton Beach, FL 33426
D. Adam LeBlanc, PE #77012
FL CA# 0009217
Mark Type W H
1 SH 30.75 50.75
2 SH 35.75 62.375
3 SH 35.75 62.375
4 SGD 105 95.75
5 SGD 141.88 95.75
6 AL. Mull (1x4)35.75 62.375
9940 S. Ocean Drive #703,
Jensen Beach, FL 34957
Korniloff Residence
3/11/2021
Change out: 3 Windows and 2 Doors no size modifications
7_16_C&C _HVHZ_TallBuildings_Temp.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:Contractor :Statewide Windows and Doors
Address:3725 Investment Lane,
Location:West Palm Beach, FL 33404
Date:3/11/2021
(+) psf (-) psf (+) psf (-) psf
1 SH 30.75 50.75 y FL 22250.1 60 80 55.7 60.1 n y Dining Room
2 SH 35.75 62.375 y FL 22250.1 60 80 55.7 60.1 n y Bedroom 1
3 SH 35.75 62.375 y FL 22250.1 60 80 55.7 60.1 n y Bedroom 1
4 SGD 105.95.75 y 20-1118.06 60 60 55.2 59.9 n y Master Bedroom
5 SGD 141.875 95.75 y 20-1118.06 60 60 55.1 59.8 n y Living Room
6 AL. Mull (1x4)35.75 62.375 y 20-0814.10 125.2 125.2 55.7 60.1 n y Bedroom 1 - Vertical Between Marks 2 and 3
1
2
3
4
5
6
Jensen Beach, FL 34957
Product Approval #Window/Door
SGD, mull
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
Wind design pressures are calculated in accordance with, Florida Building Code 2020, ASCE 7-16, Method 2, see attached calculations.
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 are not required in accordance with the "Existing Building Florida Building Code" section 707.4, "area replaced is less than 25% of total aggregate area".
Comments
Replace existing doors or windows as designated with new doors w/ current Miami-Dade product approval or State of Florida product approval
No change in rough opening size(s) were made. The existing opening is not to be modified.
9940 S. Ocean Drive #703,
Korniloff Residence
NOTES
Window/door
replaced?
(y/n)
Shutter
required?
(y/n)
Req'd Wind
Pressure, see calc'sMARK
Product rated
for impact?
(y/n)
HEIGHT
(in)
WIDTH
(in)
Specialty Engineering Consultants, Inc.
7_16_C&C _HVHZ_TallBuildings_Temp.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
Home Owner Korniloff Residence
Address 9940 S. Ocean Drive #703,
Location Jensen Beach, FL 34957
Date 3/11/2021
Opening
Mark width (in)height (in)
Effective Area
of component
(ft^2)
GCp
(positive, 4&5)
GCp
(negative, 4)
GCp
(negative, 5)
P
positive
P
negative
P
positive
P
negative
1 30.75 50.75 10.8 0.900 -0.900 -1.800 55.7 -60.1
2 35.75 62.38 15.5 0.900 -0.900 -1.800 55.7 -60.1
3 35.75 62.38 15.5 0.900 -0.900 -1.800 55.7 -60.1
4 35.00 95.75 23.3 0.889 -0.896 -1.784 55.2 -59.9
5 35.47 95.75 23.6 0.888 -0.896 -1.782 55.1 -59.8
6 35.75 62.38 15.5 0.900 -0.900 -1.800 55.7 -60.1
V (mph)170 1620 FBC for HVHZ, or Fig. 26.5-1b
1.0
Building Category II Table 1.5-1, page 4
Exposure D Section 26.7
Length of Building (ft)66
Width of Building (ft)265
Mean Roof height (ft)118
Kz(h)1.47 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 0/12
theta 0.0 degrees
1.0 Reduction factor for slope of roof
qh (psf)92.74 Velocity Wind Pressure @ mean roof height
GCpi 0.18 -0.18 0.55 -0.55 See Table 26.13-1, page 271
a1 26.50 10% of width 1
a2 6.60 10% of width 2
a3 47.2 0.4*mean roof height
a 6.60 End Zone distance
z (ft)70
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
0.0 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 G C.p⋅( )
⋅q.i G C.pi⋅( )
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