HomeMy WebLinkAboutWIND LOADSComponent & Cladding Wind Loads SCANNED
Prepared for Melanie and Jack Bullers Calculations by seaside Engineers BY
Project: Melanie and lack Bullets Residence Certificate ofAuthorization No. 32048 St. LUCID.COUnfy
Location: 5503 Witer Garden Pkwy 4265 60th Court
Fort Pierce, FL Vero Beach, Florida 32967
Project 10: (722)202-8008 iMo@seasldeenaneerscom
Date: 8/20/2018 www.seasideenoineers com
Desien Information
Risk Category 2 RECEIVED
Windspeed 160 mph
Exposure C
Int. Press. Coef., GCj+/-) 0.18 AU G 2 4 2018
a 3.00 feet
These pressures are calculated using the Allowable Stress Design. Selectthe appropriate fastener size and spacing using h LUc'e CO n Perffllttlrl rthe
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
Areaval
(sgf)
TZo.eor
ida
uct
P
OA
Manu-facturer
Model
Building Design
Pressure (PSF)
Product Design Pressure
(PSF)
Swing Door - Front
9.7
_4_1
FL22378.5
Masonite
Stonnguard
33.5
1 -36.3
55.0
1 -55.0
Swing Door - Side
9.7
4
FI22378A
Masonite
Stormguard
33.5
-36.3
55.0
-55.0
SH Window
16.0
4
FL19715A
Silver Dne
V1/705eries
32.5
-35.3
55.0
-60.0
71
ROOF:
WALL:
``�plllllll
Y .••••..,
." O •.•Q9C E N
i
9 STATE OF ;' ��
OTC%'•: < 0 R 1 O P••••�1�
�I� '4.NN•' Gib ���
'90
Edward K Roske, PE
August 20, 2018
aY ■