HomeMy WebLinkAboutCALCULATIONSComponent & Cladding Wind Loads on Walls (Door, Windows, and Shutters)
Prepared for ROVB, Inc
Project: Blossom Residence
Location: 3870 N A1A
Indian River Shores, Florida
Project ID:
Date: 12/28/2017
Design Information
Risk Category 2
Windspeed 160 mph
Exposure D
Int. Press. Coef., GCpi(+/-) 0.18
Calculations by Seaside Engineers
Certificate of Authorization No. 32048
4265 60th Court
Vero Beach, Florida 32967
(722)202.8008 infoCaDseasideenoineers.com
SCANNED
BY www.seasideenoineers.com
St. Lucie County
These pressures are calculated using the Allowable Stress Design. Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for
the Florida Approved Product(s) used on this job. Contact Seaside Engineers Immediately if the product attachment schedule Is derived on ultimate design pressures
instead of allowable stress design.
Opening Description
Area (spft)
Zone
Florida
Product
Approval#
or NOA
Manu-
facturer
Model
ASD Service Pressure
(PSF)
Product Allowable
Pressure (PSF)
Horizontal Slider -A
15.3
4
FL16736.1
CWS
8200
45.9
-45.9
60.0
-60.0
Horizontal Slider-8
30.0
4
FL16736.1
CWS
82GG
44.2
-44.8
60.0
-60.0
SGD-C
34.7
4
FL11103.1
CWS
89DO
43.7
-44.4
60.0
-60.0
SGD -D
41.4
4
FLI1103.1
CWS
89DO
43.0
-43.9
60.0
-60.0
Horizontal Slide Picture -E
25.0
4
FL16736.2
CWS
8200
45.0
-45.3
60.0
-60.0
Horizontal Slider. F
15.6
4
FL16736.1
CWS
8200
45.9
-45.9
60.0
-60.0
ST. LUCIE COUNTY
BUILDING DIVISIOu
FOR
REVIEWED B`
DATE 1-1
MUS BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
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or Component & Cladding Wind Loads on Walls (Door, Windows, and Shutters)
Prepared for ROVB, Inc
Project: Blossom Residence
Location: 3870 N A1A
Indian River Shores, Florida
Project to:
Date: 12/28/2017
Design Information
Risk Category 2
Windspeed 160 mph
Exposure D
Int. Press. Coef., GC,i(r/-) 0.18
Calculations by seaside Engineers
Certificate of Authorization No. 32048
4265 60th Court
Vero Beach, Florida 32967
(722) 202-8008 mfo(Nseasideenoineers.com
wvrw seasideennineers.00m
These pressures are calculated using the Allowable Stress Design. Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for
the Florida Approved Product(s) used on this job. Contact Seaside Engineers immediately if the product attachment schedule Is derived on ultimate design pressures
Instead of allowable stress design.
Opening Description
Area (sgft)
Zone
Florida
Product
Approval#
or NOA
Manu-
facturer
Model
Aso Service Pressure
(PSF)
Product Allowable
Pressure (PSF)
Horizontal Slider -A
153
4
FL36736.1
CWS
82DO
45S
-45.9
60.0
-60.0
Horizontal Slider -B
30.0
4
FL36736.1
CWS
8200
44.2
-44.8
60.0
-60.0
SGD-C
34.7
4
FL31103.1
CWS
89DO
43.7
-44.4
'60.0
.60.0
SGD-D
41.4
4
FLI1103.1
CWS
8900
43.0
43.9
60.0
-60.0
Horizontal Slide Picture -E
25.0
4
F136736.2
CWS
8200
45.0
-45.3
60.0
-60.0
Horizontal Slider -F
15.6
4
F316736.1
CWS
8200
45.9
-45.9
60.0
-60.0
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