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Product Review Affidavit
Product _ Opening Design Product Rated Manufacturer Model Number Product Approval Glass
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_ WINDOW INFILL DETAIL
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GENERAL NOTES:
1. THE OWNER WOULD LIKE TO REPAIR WATER
DAMAGED 2 x 4 FRAMED EXTERIOR WALL.
2. WATER DAMAGED FRAMING TO BE REPLACED,
3. NEW STRAPPING TO BE INSTALLED AS INDICATED.
4. REMOVE EXISTING WINDOW & INFILL OPENING,
5. REMOVE EXISTING SLIDING GLASS DOOR AND INSTALL
6068 (GLAZED) FRENCH DOORS IN THE OPENING.
6. THE ROOM WAS PERMITTED AS AN ENCLOSED PORCH.
7. EXTERIOR & INTERIOR SIDING TO BE T-111.
8. NO ELECTRICAL, HVAC, OR PLUMBING WORK TO BE
DONE,
9. ALL WORK TO BE DONE IN ACCORDANCE WITH THE
2014 FBC (5th EDITION) CONTRACTOR TO VERIFY ALL
DIMENSIONS AND STRUCTURAL CONDITIONS AS
SHOWN ON THE PLANS. ANY DISCREPENCY BETWEEN
THE PLANS AND EXISTING CONDITIONS SHOULD BE
REPORTED TO THE ENGINEER.
NNCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSISIM OF THE
CORTRACTOROF RECORD
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LEGEND.
EXISTING — — — —
NEW
File COPY
ALL MANUFACTURES LABLES
U FACTORS AND SHGC COM
WITH FBC ENERGY CODE
REMAIN ON ALL DOORS AND %
SITE PLAN UNTILINSPECTIONSAREAPI
SCALE 1 "=20'
7 HCSE PLANS AND A.L PROPOSED''iiORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
%cAY BE NECESSARY IN ORDER TO ST. LI'CT' t'r3f TV 1T nnr DIVISION
CQMPLYWITH tLL tiPPLICABL@' E
CODES: RIN ill0 2'R 'rNIPLIAACE
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DATE
PLANS AND ERMIT MUST BE KEPT ON JOB
OR NO INSPECTION WILL BE MADE.
RECEIVE
APR 18 2017
Certification for Desian Load Compliance
DE_GGN PARAIMUM,AM ASSUIMPn0NS USED: (complete all that apply)
1. DESIGN CODE: Za/4 FBC C5!FFJ"OJL/J )jsingASCE7-10
2. Structure Designed as (check one): I�Enclosed _Partially Enclosed _Open
3. Risk Category: _I ✓ 11 _Ill _ IV Exposure Category: `B �C _D
4. Design Wind Velocity ��2$ mph v' ASD _LRFD . End Zone Width: ✓0 It .
5. Mean Roof Height Roof Pitch: ..-.4 :12 Parapet: 4IA ft
6. Components & Cladding Design Pressures used: (PSF, based on 10sgft @ WMRH, cleadyfabe):on all plan openings):
Zone 1: '37 Zone 2: t . z Zone 3: Zone 4: Zone 5:_ Garage:
7. Design Loads: Floor: PSF Roof/Dead: - 'AO PSF Roof/Uve: .ilci Balcony: ,Jrrr PSF
Dock: PSF Deck: = PSF Stairs: v PSF Fence: SF Railings:. — PSF
8. Were Shear Walls Considered For Structure? -ZYes _Not Applicable „ Explain Why Not:
9. Is A Continuous Load Path Provided? _✓Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 25 4 0 PSF Soil Test Reports Submitted? ye
DESIGN PROFESSIONAL CERTIFICATION STA3EMFNT
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:
Design by:
RICHARD A. JEMISON
P.O. Box 5616
Ft. Pierce, Fl. 34954
(772)215-5623
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N\\\SHAFFER
ESS(
P.E.. #26694
THE SHAFFER GROUP, INC
2440 FEDERAL HIGHWAY (SUITE 110)
STUART, FLORIDA 34994
(772) 220-4990 04/13/'
REPAIR EXISTING WALL SHEE
& INSTALL NEW DOORS
SHEILA CRAAN RESIDENCE
5116 MYRTLE DRIVE
FT. PIERCE, FLORIDA OF