HomeMy WebLinkAboutAPPROVED Kline floor plan sMark Type W H
1 Shutter 39.75 38.125
2 Shutter 39.75 38.125
3 Shutter 39.75 42.125
4 Shutter 36.5 49.125
5 Shutter 104.5 65
6 Shutter 75.25 69.125
7 Shutter 39.75 69.125
8 Shutter 39.75 69.125
9 Shutter 46.25 69.125
10 Shutter 46.25 69.125
11 Shutter 75.25 69.125
12 Shutter 31 69.125
13 Shutter 39.75 69.125
14 Shutter 39.75 69.125
7651 Red Crossbill Court,
Port St. Lucie, FL 34952
Kline Residence
5/17/2021
Adding 14 shutters
no size modifications
7_16_CC _HVHZ_Shutter_Kline_7651 Red Crossbill
1 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.
LeBlan
c
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.c
om
Date: 2021.05.17
16:02:14 -04'00'
Home Owner
Address
Date 5/17/2021
(+) psf (-) psf (+) psf (-) psf
1 Shutter 39.75 38.125 n FL1850.3 205 205 33.2 44.1 y -
2 Shutter 39.75 38.125 n FL1850.3 205 205 33.2 44.1 y -
3 Shutter 39.75 42.125 n FL1850.3 205 205 33.1 36.0 y -
4 Shutter 36.5 49.125 n FL1850.3 205 200 33.0 36.0 y -
5 Shutter 104.5 65 n FL1850.3 205 155 30.5 33.6 y -
6 Shutter 75.25 69.125 n FL1850.3 205 140 31.3 34.3 y -
7 Shutter 39.75 69.125 n FL1850.3 205 140 32.6 35.5 y -
8 Shutter 39.75 69.125 n FL1850.3 205 140 32.6 43.0 y -
9 Shutter 46.25 69.125 n FL1850.3 205 140 32.3 42.6 y -
10 Shutter 46.25 69.125 n FL1850.3 205 140 32.3 35.3 y -
11 Shutter 75.25 69.125 n FL1850.3 205 140 31.3 34.3 y -
12 Shutter 31 69.125 n FL1850.3 205 140 32.9 35.8 y -
13 Shutter 39.75 69.125 n FL1850.3 205 140 32.6 35.5 y -
14 Shutter 39.75 69.125 n FL1850.3 205 140 32.6 43.0 y -
1
2
3
4
5
6
MARK
Window/door
replaced?
(y/n)
Req'd Wind
Pressure, see calc's
Product rated
for impact?
(y/n)
7651 Red Crossbill Court,
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.
Kline Residence
Product Approval #HEIGHT
(in)
WIDTH
(in)
Port St. Lucie, FL 34952
NOTES
Allowable pressure
see NOAWindow/Door
SGD, mull
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.
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".
Comments
Specialty Engineering Consultants,
7_16_CC _HVHZ_Shutter_Kline_7651 Red Crossbill 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.
LeBlan
c
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.c
om
Date: 2021.05.17
16:02:55 -04'00'
Home Owner Kline Residence
Address 7651 Red Crossbill Court,
Port St. Lucie, FL 34952
Date 5/17/2021
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 39.8 38.1 10.5 10.5 0.97 -1.07 -1.35 33.2 -44.1
2 39.8 38.1 10.5 10.5 0.97 -1.07 -1.35 33.2 -44.1
3 39.8 42.1 11.6 11.6 0.97 -1.07 -1.35 33.1 -36.0
4 36.5 49.1 12.5 12.5 0.97 -1.07 -1.34 33.0 -36.0
5 104.5 65.0 47.2 47.2 0.88 -0.99 -1.19 30.5 -33.6
6 75.3 69.1 36.1 36.1 0.91 -1.01 -1.24 31.3 -34.3
7 39.8 69.1 19.1 19.1 0.95 -1.05 -1.31 32.6 -35.5
8 39.8 69.1 19.1 19.1 0.95 -1.05 -1.31 32.6 -43.0
9 46.3 69.1 22.2 22.2 0.94 -1.05 -1.30 32.3 -42.6
10 46.3 69.1 22.2 22.2 0.94 -1.05 -1.30 32.3 -35.3
11 75.3 69.1 36.1 36.1 0.91 -1.01 -1.24 31.3 -34.3
12 31.0 69.1 14.9 14.9 0.96 -1.06 -1.33 32.9 -35.8
13 39.8 69.1 19.1 19.1 0.95 -1.05 -1.31 32.6 -35.5
14 39.8 69.1 19.1 19.1 0.95 -1.05 -1.31 32.6 -43.0
V (mph)160 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)88
Width of Building (ft)42
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 4/12
theta 18.4 degrees
1.0 Reduction factor for slope of roof
qh (psf)47.93 Velocity Wind Pressure @ mean roof height
GCpi 0.18 -0.18 0.55 -0.55 See Table 26.13-1, page 271
a1 4.20 10% of width 1
a2 8.80 10% of width 2
a3 6.4 0.4*mean roof height
a 4.20 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
18.4 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_Shutter_Kline_7651 Red Crossbill 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.
LeBlan
c
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.c
om
Date: 2021.05.17
16:03:45 -04'00'