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Building Permit #
Planning & Development Services Department
Building & Regulations Division .
Product Review Affidavit
Owners Name K/NKd Applicant:
Product
Opening Design
Product Rated
Manufacturer
Model Number
Product Approval
Gins
Method of Attachment
Pressures
Damian Pressure
Number
Type
Windows
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Mullions
Fixed Giese
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Skylights
Sliding Glass Doors
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Swona Type Doors
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French Doors
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Hurricens Protection
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I have reviewed the above components or cladding and I have approved their use.in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name. PAUL WELCH P.E. Signature: ON PLAN
Design Prof: PAUL WELCH P.E. Cert. No. 29945 Date:
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g,. Planning & Development Services Department
1)
THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
• Building & Code Regulations Division
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
2300 Virginia Avenue, Fort Pierce, FL 34982 - 772 462-1553
( )
2)
STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY TILE ENGINEER AS CONSTRUCTION PROGRESSES.
-----Certification for Design Load Compliance
3)
ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER -
SCALED DIMENSIONS.
Project Name: HINKLE SHED
a)
ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE
-
(FBC) 2014 / FBC 2014 RESIDENTIA.
Project Address: 571S TANGELO DR
S)
STRUCTURE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY
TERMITE INFESTATION AREA PER FRC 301.
Permit#: Occupancy Type: U Construction Type: V
INSTRUCTIONS FOR USE.•
STRUCTURAL NOTES
1)
DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
. This certification must be completed, signed, and sealed by the design professional of record.
2)
SOIL BEARING CAPACTFY. 2000PSF (MIN:).
3)
SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS.
o New Residences (single or multi -family)
4)
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
o Residential Addition
-
FOOTINGS: 3" BEAMS: I %" SUSPENDED SLABS: I Y." -
o Any accessory structure requiring a building permit
5)
ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED.
o Any non-residential structure.
6)
SPLICING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
• Note: Form not required for interior renovations provided that no exterior structural elements are affected and
INSTALATION OF HARDWARE IS NOT PERMITED.
certain minor building permits at the discretion of the local building official. Contact the If above for questions.
7)
UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE
`-
SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD
DESIGN PARAMETERc AND ASSUMPTIONS USED: (complete
8)
PRACTICIES.
EXTERIOR FRAME WALLS TO BE METAL SIDING(ENDURANCE 8 BY PLY GEM
all that allDIV)
1. DESIGN CODE: Florida Buildine Code 2014 Edition with 20 _Supplements using ASCE 7-10
FL#17624.1) WITH ALUMINUM OR GALVANIZED STEEL 1 1/2 LONG ROOFING
2. Structure Designed as (check one): X Enclosed Partially Enclosed
- _
NAILS WITH 3/8" HEAD AND 1/8" SHANKS AT 16" O.C. THRU SHEATHING INTO
__Open
3. Risk Category: _ I X D_ III 1V Exposure Category: B X C D
STUDS,OVER (15# FELT OR TYVAK BUILDING WRAP) OVER 15/32" CDX
_
4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft
PLYWOOD WITH 10101 NAILS TO STUDS ® 6" O.C. PERIMETER AND FIELD.
S. Mean Rooi Height: 30 ft Roof Pitch: a :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
-
- -- _ - -
-
19.3 19.3 19.3 /
Zone 1: Zone 2p Zone 3:. Zone 4,:. Zone S:. � 9 Garage:
-30.7 -53.5 -79.I
36.4 N A
/
7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 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
8. Were Shear Walls Considered For Structure? -X-Jell _Not Applicable Explain Why Not:
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9. Is A Continuous Load Path Provided? X Yes
_Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2000 PSF Soil Test Reports Submitted? _Yes
DESIGN PROF S IONAI CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:
Paul Welch P.E. 29945 / 5115
Print Name Celt # & Co. Cent Auth.
Paul Welch Inc.
ON PLAN Signature, Date, Date, and seal 1994 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
SLCCDV Form #020-12 Revised 3/15/12 (JS) Company Name & Address
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REVIEWED FOR CO
REVIEWED
PLLANS AND P RDIIT MUST BE KEPT ON JOB
0-Ti0 t".] OR NO INSPECTION WILL BE MADE.
._pill- �Gf _ r/2Art�Jr 1'aa4A .JG�i�SS- �/ 65Ta 12 Wj l�<i-/off 7o®�N/� Bor/�o�n i
PAUL WEI.CH INC.
MECHANICAL ELECTRICAL CIVIL ENGINEERING
1'984S-W. BILTMORESr. SUITE# f f4
PORTS?: LUCIE, FL 34984
PHONE P 72) 785.9888 E-MAIL PWELCHINCcaAOL.GOM
PAUL WELCH, P,E FLA REG NO 29945
SEP 2 7.2011 File Co
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