HomeMy WebLinkAboutApplication For Permit RevisionOFFICE USE ONLY:
DATE FILED: C Z b?
REVISION FEE: (-c'=-->C,
PERMIT NUMBER: "? O _0 I ( 4
RECEIPT NO.: ser5rt I
ST. LUCIE COUNTY
N, T OF COMMUNITY ITY DEVELOPMENT
BUILDING & ZONING
x, 300 VIRGINIA AVENUE
rr T PIERCE, FL 34982-5652
t= ¢ .462-155.3
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APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION!SITE
ADDRESS: V01190 ISLOG i
DETAILED DESCRIPTION'S OF PROJECT
R E N- I S 10 N' S: h-eLo berv� o I rj-tA .Jyyz sg.-A
ST. OF FL REG./CERT#
BLUSI\ESS N:VNIE:
Qualifiers tame:
ADDRESS:
CITY:
PHONE (DAYTIME):
a. ARCHIVE`GIrEE
NAME:
ADDRESS:
CITY:
PHONE (DaYTIti1E):
i'
STATE: ZIP: -O
FAXf#
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-2522
http://stiucieco.gov/ce
Date: 22 October 2007
Job Address: 12790 CINNAMON Way
Received By: goycochb
Paid With: MC
Paid By: JEFFREY PAULY
Sign:
Receipt #: 0000058311
ermit Number: SLC- 0707-0169
Amount: $51.50
redit Card Number: XXXXXXXXXXXX2781
Check Number:
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05-1018.01
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REVIEWED FOR STRUC TURAL REQUIREMENTS
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Ralph Huls P.E. 64117
9620 171 RD.
Jupiter Fl. 33478
##561-746-8620
1
ROOF PLAN NOTES
I. CONTRACTOR TO SUBMIT SHOP OWLS. TO ENGINEER
FOR APPROVAL BEFORE FABRICATION OF TRUSSES.
2. ALL FLASHING TO BE MTL.
3. GUTTERS AND DOWNSPOUTS TO BF MTL,
4. TYP. ROOFING TO BE A CEMENT TILE TO MATCH EXIST
5. TYP. ROOF PITCH TO MATCH EXIST
THE STRUCTURAL SYSTEM FOR TNF BUILDING NAS BEEN DESIGNED IN
W/
A W11f
ITHT11F FLORIDA BUILDING CODE 2004 RESIDENTIAL EDITION
2006��h
WIND LOAD 140 MPN AS PER ASCE 7-02
IMPORTANCE FACTOR 1.0
EXPOSURE C
WIND DIRECTIONALITY FACTOR Kd = 1.0 0.18 COEFFICIENTS
INTERNAL PRESSURE 7.66 PSF. WITH +
WIND PRESSURES ON ROOF STRUCTURE -46 PSF
CODES
FLORIDA 811I1DINC CODE 2004 RESIDENTIAL, LOCAL CODES AND GOVERNING
REGULATONS:
ACI 318-02
ACI 421.1-R92
A.I.S. C. NINTH EDITION
N.D.S. 2001
AWE 7-02
ROOF SFIFATNING NAILING SCNFDULF (5/8" CDX. WI TN 8d RING SHANK GALV.)
A. PROVIDE 24 BLOCKING AT ALL R106E, NIP LINES & VALLEYS
W/ 3-8d NAILS FROM FA SIDE
B. NAIL PLYWD. WIT4 8d NAILS @ 6" O.C. THROUGH OUT
PROVIDE 24 BLOCKING FOR FIRST FOUR FEET AT TIME
PLYWD. EDGES W110 d NAILS AT 4" 0.C.
C. PROVIDE 2X4 CONT. BOTT. CHORD BRACING @ 8'-0" O.C. MAX WITH
2-16d NAILS AT PANEL POINT. BRACING SHALL BE RESTRAINED AT EACH
END AND AT 20'-O" INTERVALS
A ALL NAILS MUST BE RING SNANKGALV. ALL WOOD CONNECTORS
MUST BE NOT DIP GALVANIZED.
OR STRUCTURAL REQUIREMENTS
AND CODE COMPLIANCE
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