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�. File Copy
t �-. Building&Code Regulations Division q�2300VirginiaAvenue,FortPierce,FL34982—(772)462-1553io#�2,toa-�
Ce REVIEWED FORrtification for Design Load Compliance �®®E CQ�pLI��C�
Project Name: SGD REPLACEMENT . LU CIE COUNTY
Project Address; 11000&OCEAN DR,.4-C W B O C Q ql 1�// /
Permit: Occupancy Type: B Construction Type: V
INSTRUCTIONS FOR USE:
•This certification must be completed,signed,and sealed by the design professional of record.
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•Submit(2)copies for residential,(3)copies for commercial with all permit applications invohring the following:
o New Residences(single or multi-family)
o Residential Addition
o Any accessory structure requiring a building permit
o Any non-residential structure.
*Note:Form not required for interior renovations.provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official.Contactthe#above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED:(complete all that apply)
1.DESIGN CODE:Florida Building Code 2020 7th Edition with 20 ,Supplements using ASCE 7-16
2.Structure Designed-as(check one): X Enclosed _Partially Enclosed Open
3.Risk Category: 1 X II 111 IV Exposure Category: _B C X D
4.Des' n Wind Velocity 170 mph 132 ASD N/A LRFD End Zone Width: 5 ft
S.Mean Roof Height: 30 ft Roof Pitch: N/A :12 Parapet: N/A ft
6.Components&Cladding Design Pressures Used:(PSF,based on 10sgft @ 151MRH,clearly label on all plan openings):
Zone 1: 29'9 Zone 2, 29.9 Zone 3: 29.9 Zone 4: 51.9 Zone 5: 51.9 Garage: 49.2
-82.7 -122.3 -56.3 -69.5 -64.1
7.Design Loads:Floor: N/A PSF Roof/Dead: N/A PSF RooffLive: N/A Balcony:_ N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF/CONCENTRATED
S.Were i Shear Walls Considered For Structure? X Yes_Not Applicable Explain Why Not:
9.Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not:
10.Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
i
I certdy that,to the best of my knowledge and belief,the attached plans&specifications have been designed to
comply with;he applicable structural portions of the building codes currently adopted and enforced by St.Lucie
Count>��h�also 5ertify at structural eleme ep1 on these plans provide adequate resistance to the design
foKce;spec�ad YY >.y /
,�11b�9 I � .F � 1�71✓'��tF�3 l� i
{ r Frf Y Paul Welch P.E. 29945 / 5115
Print Name Cert#&Co.CertAuth.
iLr, $w Paul Welch Inc.
21
Siynatuee, 6te;an; 1984 S.W.Biltmore St.Suite#114 Port St.Lucie,FL
Company Name&Address
SCCf UVform V#UAU`12 Revisiid'3/1S/11-�JS� d
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Saint Lucie County Building Department Product Approval Submittal Affidavit
Permit# Building Address:11000 S.OCEAN DR. Contractor:TBD
Opening Schedule:Swing dobrs,Overhead Doors,Sliding Doors, Fixed Glass,Windows&Skylights
Opening ID FL or NOA Product Model# Manufacturer Glass Attachment Method Type,Size,Spacing& Building Product
# Description Embedment (DISTANCE FROM CORNER/ Design Design
DISTANCE O.C.) Pressure Pressure
SGD 20-0429.09 SGD SGD 770 PGT IMPACT 1/4"X 1 3/8"MIN.EMBD.TC'S @ ALL +51,,6/-56 +/-60
FACTORY HOLES
Product Model# Manufacturer Attachment Method Type,Size, Building Product
Spacing,Embedment&Stiffener etc. Design Design
Pressure lPressure
Hurricane Panels N/A
I have reviewed the above product approval information and approve it.
Name:Paul Welch P.E. Certification Number:29945
ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT RESISTANT.
lPAu4.yVE�CH INC.
MECH-El -CIVIL ENG.
1984 BILTMORE ST-#114
PmlectName: SGDREPLACEMEIla ✓. � 1� ° , PORT SAINT LUCIE,FL 34984
rl �� PAUL WELCH P.E.
' FLA REQ NO.29945
I Project Address: ll000 s.taCElaiU DR.4-r-