HomeMy WebLinkAboutRevisions; Adding Plumbing and Electric to hook up washer and dryerOFFICE USE ONLY:
DATE FILED: PERMIT # 2004-0334
REVISION FEE: RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & GODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-M
(772)482.1553
APPLICATION FOR BUILDINGVISIONS S
PROJECT INFORMATI IpN
LOCATION/SITE
ADDRESS:
83 Nettles Blvd Jensen Beach FI 34957
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
adding plumbing and electric to hook up washer and dryer
F-
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CRC005706
BUSINESS NAME: smiuwmes INC
QUALIFIERS NAME: Robert smith
ADDRESS: 2903 Industrial Ave Two
CITY: Ft Pierce STATE: FI
PHONE (DAYTIME): 772.223-1179
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME:
ST. LUCIE CO CERT. #:
ZIP: 34945
FAX:
STATE: ZIP:
FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
CITY:W ` 5- y STATE:
PHONE (DAYTIMEM):
SLCCC.• 9123109
Revised 06130117
-- ZIP:
FAX:
F1LE2COp -
SCALE. 1/4 I 0
SIMPSON ST18 STRAPS
@ 24" D.C. W/
10-1 Od NAILS EACH
2X4 SUB -FASCIA
W/ 2X4 BLOCKING
W/ 2-16d NAILS
EACH END @ 24" O.C.
2-16d NAILS
@ 12" O.C. TO
GABLE END TR
LADDER CONNECTION
MATCHEXISTING SIDING
& VAPOR BARRIER
ON %" COX PLYWOOD
ON END TRUSS
TOP OF BEAM
(MIN 2X10 HEADERS W v
FASTEN STUDS TO
08L TOP PLATE W/
PLYWOOD FUTCHING FOR
SIMPSON SPH6
FLUSH MOUNTING OF DRYWALL)
FILL ALL HOLES W/
1Od NAILS
DOUBLE TOP PLATE
CONTINUE STRAPPING
TOP PLATE ACROSS
I.111
HEADER @ 16" O.C.
V
2X4 X-BRACING
@ 48" Cle.
-wowy00
VARIES DOUBLE 2X6
STRAP EACH VERTICAL TOP PLATE
TRUSS MEMBER TO BEAM
W/ SIMPSON ST18
GABLE END CONDITION
[SEE FLOOR PLAN)
Mols]NJMIw!1�
* WIRE NEW ELECTRICAL TO EXISTING PANEL.
* ADDITIONAL LOAD DOES NOT EXCEED PANEL CAPACITY.
FASTEN JACKS TO
WOOD HEADER W/
SIMPSON ST18
FILL ALL HOLES W/
16d NAILS
PROVIDE DOUBLE STUDS
UNDER ALL BEARING WALL
HEADER OPENINGS U.N.O.
PROVIDE SINGLE STUD
UNDER 5'-O" OPENING
FASTEN STUDS TO
BASE PLATE W/
SIMPSON SPH6
FILL ALL HOLES W/
1 Od NAILS
R-30 INSULATION
ER DETAIL
SCALE: 1/4" = I'-0"
DRYWALL CEILING
R-19 BATT. INSULA
Y2" DRYWALL
1
2X6 STUDS @ 16" O.C.
R-19 BATT. INSULATION
STRAP PER PLAN
(SEE ROOF PLAN)
FIBER GLASS SHINGLES ON
30 LB. TIN TAGGED FELT ON
PLYWOOD ROOF
ALL STUDS TOP & BOTTOM
TO HAVE SIMPSON SPH6 U-STRAPS
TOP TO HAVE DBL 2X6 PLATES
ALUM. DRIP/ALUM. CLAD
2X6 FASCIA
VINYL PERFORATED SOFFIT
SEE ROOF PLAN
FOR HEADERS
VINYL SIDING ON
30 LB. FELT ON
}2" PLYWOOD SHEATHING
ALL STUDS TOP & BOTTOM
TO HAVE SIMPSON SPH6
U-STRAPS
ATTACH BOTTOM PLATE TO DECK WITH
a LAG BOLTS 36" D.C.
CONCRETE THICKENED EDGE:
8"D X 8"W W/ (1) #5 RB CONT
CONCRETE EXTENSION
2xb SYP WOOD FRAMINCs
HardiePlank® Lap Siding
WATER RESISTIVE BARRIER
HardieWrap'" or Equivalent
MIK 1 1/4" OVERLAP
1/2" EXTERIOR 5HEATI41%
REVEL Wo3
4d SIDNG NAIL 6"-O.C. PER FLM3192 CQ colS7;D UC CPI
CC
SOCC
DID
v FCTin
DEMO FILE Cop
SCALE: N.T.S.
WINDOW BUCK DETAILS
ALL WALL SHEATHING TO BE NAILED AS FOLLOWS:
4"
OC W/ 1Od NAILS AT ALL EDGES
TYPICAL ALUMINUM WINDOW
6"
OC W/ 1 Od NAILS AT ALL INTERIOR
JAMB ATTACHED TO STUDS
PANEL BEARING POINTS
PER PRODUCT APPROVAL
DESIGN CRITERIA
EXTIR DOOR DETAILS
11
PER FBC - 6TH EDITION
DOORS BY DOOR MANUF.
21
USE & OCCUPANCY RR-3
ATTACHED TO STUDS
31
4)
CONSTRUCTION TYPE V
:RISK CATEGORY I I
PER PRODUCT APPROVAL
ULTIMATE DESIGN WIND SPEED 160
15)
EXPOSURE G
SURFACE ROUGHNESS G
61
COMPONENTS & CLADDING [WORSE CASE)
WALLS +34.4 -42.1
LBl Architecture
AA26005774
517 SW MALULL AV[nU(
PORT SAIM L I rL. 54955
772-800-5700
www.lbjarchitmurexom
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SHEET TITLE:
FOUNDATION
PLAN