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1303 — 005
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CO CE
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
THESE PLAP!S AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS-
REQLNRED BY FIELD INSPECTORS THAT
MAY BE RECESSARY•IN ORDER TO
COMPLY WITH ALL A,FPLICABLE CODES.
PernoJel for 199 Jefferq Lane ft; Pierce, FL ��VI510N
�Owjoln 6I Hutckln5on P1 1 CONCEALED FASTENERS OR
ISIBILATUCHM&
2705 N ndian lover Prive ft, Pierce Florida_ 3g4946 ( 772) 528-0076 ARETHERESPOROFR CORD E
CONTR4CT0R 4F REOOR�
+13-2013 brawn f3q Jeremy Noelke
St. Lucie County Health Department
Environmental Health
Septic System Appears Adequ ;
- or Praposed-Construction
finis Approval Does Not Guara , e
'2erformance of ,
7�IPViawgn
Project Description:
Replace (2) second floor windows _
Repair flat roof over existing garage, (separate permit by roofing contractor)
THIS STRUCTURE WAS E3lrlrN [7fSIONEU
Construct new load bearing wall and foundation in existing living room per Engineer's design AND REVIEWED FOR COMPLIANCE OF
Construct new staircase FBC 1606.1.4 FOR ONE OF THE FOLLOWING:
Remove existing spiral staircase and enclose opening in floor INTERNAL WIND PRESSURE/l
Remove existing load bearing wall between the existing living room and garage WINDBORNE DEBRIS PROTECTION (Int.)
Construct new load bearing foundation, steel columns and S 8-23 steel I—beam per Engineer's design IMPACT RESISTANCE GLAZING )
Remove existing garage door and enclose with new exterior wall & window (Int.)
Construct new interior wall in existing garage
Replace existing garage ceiling with R-30 insulation and 5/8 Gypsum
ILE, UPY
Wind Load Compliance
Street Address: 199 Jeffrey Lane, Fort Pierce, FL 34982
Construction Type: Enclose Garage, Windows Replacement
Design Parameters and Assumptions Used:
1 Florida Building Code __2�1_0 Edition with 2010 Supplements and ASCE 7-10
2. Building Design is: Enclosed: ^X _ Partially Enclosed: Open Building:
3. Mean Roof Height: Z Roof Pitch: Varies Internal Pressure Coefficient: 018
4. Width of End Zone: V Wind Speed: 150 (3 sec. gust)
5. Building Classification Table 1-1. ASCE 7-10 FBC Table 1604.5 II
6. Wind Exposure Classification: _B Adjustment Factor for Exposure & Height: 1.0
7. Components & Cladding Wind Pressure Roof Zone 1 N/A 2 N/A 3 N, A PSF
8. Components & Cladding Wind Pressure on Wall Zone 4 +50.1 —50.3 5 +55.5 —60.0 PSF
9. Components & Cladding wind Pressure on overhead Garage Door N/A NSF
10. Loads: Floor N /A_PSF Roof/deod--2-0_ NSF Roof/live _ 30 NSF
11. Shear Walls Considered for Structure? Yes X_ No (if No, attach explanation)
12. Continuous Load Path provided? Yes X No (if No, attach explanation)
13. Are Component and Cladding Details Provided? Yes _ X _ No (if No, attach explanation)
14. Minimum Soil Bearing Pressure: N/A _ Presumptive: N /A _ By Test: N /A _ PSF
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