HomeMy WebLinkAboutWind Load Calculation U
Planning&Development Services Department
•U.� Y Building&Code Regulations Division RECEIM
Cr2300 Virginia Avenue,FortPierce,FL34982—(772)462-155 DEC 10 2019
Certiii6tio fii,for Design Load Compliance
ST. Lucie County., Permitting
Project Name:: _ ',D.UNEWALKBYTHEOCEANDOORREPLACEMENT
Project Address: ;7380 S.OCEAN DR.
Permit#: Occupancy Type: R Construction Type: V
INSTRUCTIONS FOR USE:
•This certification must be completed,signed,and sealed by the design professional of record.
•Submit(2)copies for residential,(3)copies for commercial with all permit applications involving the fdlmft:
o New Residences(single or multifamily)
o Residential Addition
o Any accessory structure requiring a building permit p
o Any non-residential structure. f (2—
*
2z Nobe:Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor builder permits at the discretion of the local building official Contact the#above for questions. R EVI E Wp D FC)fj
DESIGN PARAMETERS AND ASSUMPTIONS USED:(comniete all thatawly) CODE COMPLIANCE
1.DESIGN CODE:Florida Building Code 2017(6th Edition)with 20 Supplements wing ASCE 7-0 10 LUCK
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2.Structure Designed as(check e): X Enclosed Partially Enclosed Open B®CC
3.Risk Category: I X 11 111 IV Exposure Category: _B X D
4.Design Wird Velocity 165 mph 128 ASD N/A LRFD End Zone Width: 5 ft
5.Mean Roof Height: 15 ft Roof Pitch: WA :12 Parapet: N/A ft
6.Components&Cladding Design Pressures Used:(PSF,based on 10sgft @ 15'MRH,clearly label on all plan open! �. 4
Zone 1:
25.0 Zone 2: 25.0 Zone 3: 25.0 Zone 4: 43.3 Zone 5: 43.3 Garage: NJ lie Copy
-39.7 -69.0 -102.1 -47.0 -58.0 g NIX
7.Design.Loads:Floor: N/A PSF Roof/Dead: N/A PSF Roof/Live: N/A Balcony:_ N/A PSF
Dods: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF/CONCENTRATED
S.Were Shear Wali Considered For Structure?—& —
JYes mot Applicable Explain Why Not:
9.Is A Continuous Load Path Provided? X Yes NotApp5cable Explain Why Not:
10.Design Sol Bearing Pressure: 2500 PSF Sort Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that,to the best of my knowledge and belief,the attached plans&specifications have been designed to
comply wrlh the applicablestructural portions of the building codes currently adopted and enforced by St Lucie
Covnty.1 also certly-that structural elements depicted on these plans provide adequate resistance to the design
forspecr�ie
Paul Welch P.E. 29945 / 5115
Print Name Cert#&Co.CertAuth.
—. - Paul Welch Inc.
12/10/19
Sigmit>Pe, ,and Seal 1984 S.W.Biltmore St.Suite#114 Port St.Lucie,FL
Company Name&Address
SLCCDV Form#020-12 Revised 3/15/12(JS)
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Planning & Development Services Department E
I , y Building & Regulations Division j
Product Review Affidavit o
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Building Permit# Owners Name_ S A a V V u T4 re* Applicant:
Product Opening Design Product Rated Manufacturer Model Numbpr Product Approval Glass Method of Attachment
Pressures Design Pressure Num r Typo
Windows
Mullions
Fixed Glass
Block Glass
S 11 lits
Sliding bless Doors
Swing Type Doors
French Doors y 3,l '$"7, 4/—IL T->&.T FD 10t
Garage Doors
Hurricane Protection
Roof Ventilation
Roofing Material
I have reviewed the above components or cladding and I have approved their use.i4 hisi®trpcture;These products provide adequate resistance to the
wind loads and forces specified by current code provisions. -
Name: PAWELCH P.E. Signature:
Design Prof: PAUL WEL19
CH P.E.'. Cert. No. 29945 : ,DEC 1 0 20
Date: