HomeMy WebLinkAboutPlot PlanHERMANN RESIDENCE
4200 N A1A Unit 915
Ft. PIERCE, FL 34949
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HERMANN RESIDENCE
4200 N A1A Unit 915
Ft. PIERCE, FL 34949
File Copy
OPENING WIDTH HEIGHT
# 1 164" 98"
Component & Cladding Wind Loads
Prepared for DVr Hurricane Shutters, Inc.
Project: Hermann Residence
Location: 4200 N AlA N915
Fort Pierce, FL
Project ID:
Date: 8/20/2021
Design Information
Risk Category II
Windspeed 170 mph
Exposure D
Int. Press. Coef., GCoi(+/-) 0.18 Enclosed
a 5.00 feet
Calculations by Seaside Engineers
JllC c oynv Certificate of Authorization 4265 Oth Court No. 32048
^� fl o t Vero Beach, Florida 32967
Vr,J( V OV (,Iy (722) 202-8008 info@seasideenglneers.com
REVIEWED FUkwww.seasideenginears.com
CODE COMPLIANCE
STo LUCIE COUNTY
6Bocc
Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Product(s) or NOA used on this job. The contractor is
responsible to ensure the use of the proper material, reinforcement, components, etc. to meet the indicated pressure per the product approval 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. Contact Seaside Engineers immediately if the substrate at the attachment locations appears to.have deterioration, abnormalities, damage, or other conditions
resulting in questionable integrity.
Florida
Product
Area
Approval H or
Building Design
Product Design
I
ID
Opening Description
(sqft)
Zone
NOA
Manufacturer
Model
Pressure (PSF)
Pressure (PSF)
1
Shutter
111.61
5
FL389.2
ASSA
Bertha HV Accoridian Bla
51.3 1 -87.2
115.0 100.0
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I c t
I I I 1
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0.dh
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Flat roof, A 5 7 degrees
I I 1 l 1
A
I 1 ! I '(D.
! 1 I I 1
®; O i m' (D 040
I I ! ! r
PLAN
PLAN
Gable roof Hip roof
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