HomeMy WebLinkAboutApproved Walbeck floor planMark Type W H
1 HS 111 62.75
2 SD 37.5 80.625
3 SH 26.5 26
4 SH 26.5 62.75
5 SH 26.25 62.75
6 SGD 73 79.75
7 HS 74 43.5
8 SH 26.25 62.75
9 SH 26.25 62.75
10 SH 26.25 62.75
11 SH 26.25 62.75
431 Woodcrest Dr.,
Ft. Pierce, FL 34945
Walbeck Residence
4/26/2021
Change out:
9 Windows, 1 Door, and 1 SGD
no size modifications
Emergency Escape -FBC Existing 702.5
The replacement window is the manufacturer's largest
standard size window that will fit within the existing
frame or existing rough opening.
Emergency Escape -FBC Existing 702.5
The replacement window is the manufacturer's
largest standard size window that will fit within the
existing frame or existing rough opening.
Emergency Escape -FBC Existing 702.5
The replacement window is the manufacturer's largest
standard size window that will fit within the existing
frame or existing rough opening.
7_16_CC _HVHZ_Walbeck_431 Wooderest Dr_Ft Pierce
1 of 3
Contractor
Green Home Improvements
2240 W Woolbright RD,
Suite #324,
Boynton Beach, FL 33426
Specialty Engineering Consultants, Inc
1599 SW 30 Ave. #20
Boynton Beach, FL 33426
Adam LeBlanc, PE #77012
FL CA# 0009217
Dewey
A.
LeBlanc
Digitally signed by
Dewey A. LeBlanc
DN: c=US, st=Florida,
l=Boynton Beach,
o=Specialty Engineering
Consultants, Inc.,
cn=Dewey A. LeBlanc,
email=Adam@specsf.co
m
Date: 2021.04.26
11:36:07 -04'00'
Home Owner
Address
Date 4/26/2021
(+) psf (-) psf (+) psf (-) psf
1 HS 111 62.75 y FL 23359.2 50 50 26.8 29.4 n y Living Room
2 SD 37.5 80.625 y FL 15210.4 75 75 28.5 31.1 n y Entry
3 SH 26.5 26 y FL 23358.2 55 65 29.8 39.9 n y Bathroom
4 SH 26.5 62.75 y FL 23358.2 55 65 29.1 38.6 n y Master Bedroom
5 SH 26.25 62.75 y FL 23358.2 55 65 29.1 38.6 n y Master Bedroom - Emergency Escape FBC Existing 702.5
6 SGD 73 79.75 y 20-0429.09 46.7 60 28.6 31.1 n y Dining Room
7 HS 74 43.5 y 20-0406.07 46.7 90 29.1 31.7 n y Kitchen
8 SH 26.25 62.75 y FL 23358.2 55 65 29.1 38.6 n y Bedroom 1 - Emergency Escape FBC Existing 702.5
9 SH 26.25 62.75 y FL 23358.2 55 65 29.1 31.7 n y Bedroom 1
10 SH 26.25 62.75 y FL 23358.2 55 65 29.1 31.7 n y Bedroom 2 - Emergency Escape FBC Existing 702.5
11 SH 26.25 62.75 y FL 23358.2 55 65 29.1 31.7 n y Bedroom 2
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
Walbeck Residence
Product Approval #HEIGHT
(in)
WIDTH
(in)
Ft. Pierce, FL 34945
431 Woodcrest Dr.,
Specialty Engineering Consultants, Inc.
7_16_CC _HVHZ_Walbeck_431 Wooderest Dr_Ft Pierce 2 of 3
Specialty Engineering Consultants, Inc
1599 SW 30 Ave. #20
Boynton Beach, FL 33426
D. Adam LeBlanc, PE #77012
FL CA# 0009217
Dewey
A.
LeBlanc
Digitally signed by Dewey
A. LeBlanc
DN: c=US, st=Florida,
l=Boynton Beach,
o=Specialty Engineering
Consultants, Inc.,
cn=Dewey A. LeBlanc,
email=Adam@specsf.com
Date: 2021.04.26 11:36:27
-04'00'
Home Owner Walbeck Residence
Address 431 Woodcrest Dr.,
Ft. Pierce, FL 34945
Date 4/26/2021
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
1 111.0 62.8 48.4 48.4 0.88 -0.98 -1.18 26.8 -29.4
2 37.5 80.6 21.0 21.0 0.95 -1.05 -1.31 28.5 -31.1
3 26.5 26.0 4.8 10.0 1.00 -1.10 -1.40 29.8 -39.9
4 26.5 62.8 11.5 11.5 0.97 -1.07 -1.35 29.1 -38.6
5 26.3 62.8 11.4 11.4 0.97 -1.07 -1.35 29.1 -38.6
6 36.5 79.8 20.2 20.2 0.95 -1.05 -1.31 28.6 -31.1
7 37.0 43.5 11.2 11.2 0.97 -1.07 -1.35 29.1 -31.7
8 26.3 62.8 11.4 11.4 0.97 -1.07 -1.35 29.1 -38.6
9 26.3 62.8 11.4 11.4 0.97 -1.07 -1.35 29.1 -31.7
10 26.3 62.8 11.4 11.4 0.97 -1.07 -1.35 29.1 -31.7
11 26.3 62.8 11.4 11.4 0.97 -1.07 -1.35 29.1 -31.7
V (mph)150 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)56
Width of Building (ft)60
Mean Roof height (ft)16
Kz 0.86 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)42.13 Velocity Wind Pressure @ mean roof height
GCpi 0.18 -0.18 0.55 -0.55 See Table 26.13-1, page 271
a1 6.00 10% of width 1
a2 5.60 10% of width 2
a3 6.4 0.4*mean roof height
a 5.60 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_Walbeck_431 Wooderest Dr_Ft Pierce 3 of 3
Specialty Engineering Consultants, Inc
1599 SW 30 Ave. #20
Boynton Beach, FL 33426
D. Adam LeBlanc, PE #77012
FL CA# 0009217
Dewey
A.
LeBlanc
Digitally signed by Dewey A.
LeBlanc
DN: c=US, st=Florida,
l=Boynton Beach,
o=Specialty Engineering
Consultants, Inc., cn=Dewey
A. LeBlanc,
email=Adam@specsf.com
Date: 2021.04.26 11:36:44
-04'00'