HomeMy WebLinkAboutRevisions; Rebar ChangeA
opy
OFFICE USE ONLY: ILE C,
DATE FILED: 1-3-1 PERMIT # � � � 6.13
REVISION FEW74 RECEIPT #
a
1. LOCATION/SITE
ADDRESS:
2.
9
4.
PLANNING & DEVELOPMENTS . Rzl
BUILDING & CODE REGULATIO
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652`
(772) 462-1553 FAX (772) 462-1578h
APPLICATION FOR WELDING PERMH
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS: "
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: '9Cj 3 ST. LUCIE COUNTY CERT. #•
BUSINESS NAME: lza
QUALIFIERS N E: lZoN IZ Y wn avJ�]
ADDRESS: u j ,
CITY: l T c 2.�? STATE:
PHONE (DAYTIME): FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS: J 5 d-,j L
CITY: p 5 c- STATE: _
PHONE: V�3 `� SG j�j'-
FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: :u tf-j cla 5 w c-6l
ADDRESS: Cf a L K u is U p
CITY: . S i U x iclt- STATE:
:-
PHONE (DAYTIME): 7 ? - 215 - (5 1 YZ
FAX:
Revised 07/22/2014
ZIP:
ZIP:
ZIP:
METAL ROOF
OVER 3039 FELT OVER
15/37 CDX PLYWOOD
ENG. ROOF TRUSSES
AT 24' O.C.
SEE C
7 X 4' CONT
7 X 6' CEDAR FACIA
I' X 7 P.T. DRIP EDGE
ALUM. DRIP FLASHING
SOFFIT
CE!MENTIOUS FINISH
OVER CONCRETE BLOCK
WAI) tt5 VERTICAL AT 6 O.0
IN FIELD AND EACH SIDE OF
EACH OPENING IN BLOCK WALL
AND ALL INSIDE AND OUTSIDE
CORNERS FILL CONCRETE BLOCK
CELLS AROUND STEEL BARS SOLID
W/3000 PSI CONCRETE AND
LAP ALL BAR BUDS 48 BAR DIA. MIN,
12
PITCH, -*,-ENGINEERED ROOF
5 TRUSS AT 24' O.C.
R-30 F.G.
INSUL.
I'X4' AT BOTTOM
CHORD AT 8' O.C.
CONTINUOUS
NAILED W/(3) 8D
COMMON EA.TRUSS
DRYWALL
(2) CRSS. CONCRETE BOND BEAM BLOCK
WI(l) tt5 CONTINUOUS EACH , FILL
SOLID WITH 3000 PSI CONC.
BEAM AS PREVIOUSLY
SPECIFIED, N.T.S.
METAL ROOF
OVER 30tt FELT OVER
15/37 CDX PLYWOOD
ENG. ROOF TRUSSES
AT 24' O.C.
SEE CONNECTOR _
7 X V CONT.
7 X 6' CEDAR FACIA
I' X 7 P.T. DRIP EDGE
ALUM. DRIP FLASHING
1/2' DRYWALL OVER 3/4' FOAM BOARD
INSULATION OVER I' X 7 P.T.
FURRING STRIPS AT 24' O.C.
J
ST. LUCIE COUNTY
BUILDING DIVISION
RF-VIEWED
FOR c®anP
REVIEWED BY
DATE
PLANIS AND PERMIT
MIN
BE KEPT ON JOB OR
IN PECTION WILL BE MADE
ER® ROOF
AT 24' O.C.
I'X4' AT BOTTOM
CHORD AT 8' O.C.
AND CONTINUOUS
NAILED W/(3) 8D
DRYWALL
VENTED
1) CPS, CONCRETE BOND BEAM BLOCK
ALUMI
SOFFIT
%' /a) #5 CONTINUOUS, FILL
x
SOLID WITH 3000 PSI CONC,
C E!MENTIOUS FINISH
CONC. LINTEL WAI)U5
OVER CONCRETE DOCK
. ALL WIDOWS E
WAI) tt5 VERTICAL AT 6 O.0
EXT DOORS
IN FIELD AND EACH SIDE OF
EACH OPENING IN BLOCK WALL
1/7 DRYWALL OVER 3/4' FOAM BOARD
AND ALL INSIDE AND OUTSIDE
NSLLATION OVER I' X 7 P.T.
FURRING STRIPS AT ZV O.C.
CELLS AROLND STEEL BA12S SOLID
••• PSI CONCRETEAND
-AP ALL BAR ENDS 48 BAR •CHANGES TO BEAM
xi :,� sae r4 ZL^40Nia
1J'
Ron Raymond
P.O. Box 12058,
(772) 878-1361
d Construction
Ft Pierce- FZ. 34957
18100 WAGONWNEEL LANE
CARLTON COUNTRY ESTATES
-
PERM IT#SLC1408-0137
;JONN N. CRESWELL, PE
4459 SE KUBIN AVE.
STUART, FL 34997
PEA 40940, COA# 27002