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Prepared for DVT Hurricane Shutters, Ina �t1%J 1"I' 1111//// Calculations by Seaside Engineers
Project: Martinez Residence �\ PRo K. A /// Certificate of Authorization No. 32048
Location: 2703NHWYA1AgH �� •••••••••• �l II 4265 60th Court
Fort Pierce, Florida `�� �Q •••�\Ci E N �% III Vero Beach, Florida 32967
� (722) 202-8008 Info@seasideengineers.com
Project ID: %
Date: 2/11/2022 _� 8 �_ www.seasldeengineers.com
Design Information •
Risk Category II i • •
• TATE OF •
Windspeed 270 mph
Exposure D 40 ` , �IIO� ••• �R .Oo
Int. Press. Coef., GCpi(+/-) 0.18 Enclosed I/ �s •••••• �`
a 4.00 feet
Selectthe appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Product(s) or NOA used on thisjob. The contractor is responsible
to ensure the use of the proper material, reinforcement, components, etc. to meet the indicated pressure per the productapproval engineering document. The contractor is responsible to
verify the component is in the appropriate zone using the "a" dimension shown above and diagrams shown below. The building pressures are calculated using the Allowable Stress Design.
ContactSeaside Engineers immediately if the substrate at the attachment locations appears to have deterioration, abnormalities, damage, or other conditions resulting in questionable
integrity.
ID
Opening Description
Area
(sgft)
Zone
Florida
Product
Approval p or
NOA
Manufacturer
Model
Building Design
Pressure (PSF)
Product Design
Pressure (PSF)
1
Shutter
55.8
5
FL389.2
ASSA
Bertha HV Accordion
42.1
-53.1
140.0
-110.0
2
Shutter
30.6
5
FL389.2
ASSA
BerthaHVAccordlon
44.0
-56.8
205.0
1 .185.0
3
iShutter
1 14.2
1 5
1 FL389.2
IASSA
Bertha HV Accordion
46.4
-61.7
20S.0
-205.0
4
IShutter
1 49.8
1 5
1 FL389.2
JASSA
Bertha HVAccordion
1 42.5
1 -S3.8
140.0
-110.0
FILE COPY
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY BOCC
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Flat roof, 0 s 7 degrees
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PLAN
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PLAN
Gable roof
Hip roof
RECEIVED
MAR 0 $ 2022
sf. Lucie County
Permitting
'*S/ _111