HomeMy WebLinkAbout03070145.5Q
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6'-5 V2'
44'-4 3/8"
28'-0 V2'
2 CAR GARAGE
FLOOR DRAIN
SLOPE BLAB
/ \ TO DRAIN
9'X8'O.H2O. 9'X8'0A.D.
10'-1"
24'-4"
■
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POWDER
9' FLAT CIG.
HARDWOOD
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T.Y. GAM'T
THIS SIDE
42' PRE -'.AST FIREPLACE UNIT
W/ HEARTH AND FACE MAT'L
A8 6PEC4FIED
HEARTH ROOM
9' FLAT CAG.
.� HARDWOOD
W'-4■
T-0'
4'-11/8'
4'-11 3/4'
4'-11 3/4'
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NOOK P=3K8 1�-6Gfa9 _P=3f�68 CC, -2460-3
9' FLAT CL6.
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CARPET At
2'-4' - _
2 PC CROWN MOLD
3'-3 1/Y '
t ' STUDY 6'-4 5'-4 1/2"
ILL 5'-I" IWLL COIOITi011 14'-8" Ill oq 6'-0 1/2" ; i ' ; = 04 9'-5 VB"
9' FLAT WITEt T - - - -
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HARDWOOD -- --------- -------------
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• ' _ -" PEDESTAL t
- - - - - - - 10' 6& BUILT-UP COLUMN 4 Q ;
W/ 12' WIDE BUL KAEAD.ul
2�TORY FOYER DEN ;
13'-2 114' '
' "TORY CAG. g 9' FLAT CL.G. ,
' HARDWOOD, g CARPET
2 PC CROWN MOLD Ij _ 8TANED a1DfsE8 PNL
I Pc CROWN MOLD 3
`P DINING ROOM ; 4
23'-5' 13'-0 1/21 i 1?'.0■ 14'-I"
9' FLAT CLL
HARDWOOD
CHAIR a 36' A.F.F. W/ '
2 CAR GARAGE GH06T PNL WALLS BELOW -; I 2X6 2 -STORY WALL
I PC CROWN MOLD
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' 36'X80' UNIT W/ 2-18'
�i SIVELITES AND 24' TALL n _
BEG. HD. TRANSOM W/ 9' RIbE
6EG, HD. 86-1/2`X18' SEG, HD.
TRANSOM W/ 9' RASE■
CG -2460-3 CC -2460-3 '
COVERED PORCH W/9 RISE t
FLOOR DRAIN
SLOPE SLAM TAPERED TOP FIELD BUILT CONCRETE BLAB
0
TO DRAIN C 0LLIMNS W/ PANELED BABE - - SURFACE AS SPECb - -
ARCH® BULKHEAD,
SEE ELEVATION AND VERIFY -- ALL DETAULS WITH BUILDER.
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CC -2460-3
4'-0"
26'-4"
6140" 6'-0" 6'-00 %4' T -4r
13'.,44 a-lon 14'B•
88'-4'
MAIN FLOOR PLAN
SCALE: 1/4" : I'-0" 2210 S.F.
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MANTLE AS
2-2X12 HEADS
HEARI
DouBLE JOIi
�C40MNEY CAP AS REG2'D
FIREPLACE SECTION
NO SCALE
> FLUE PIPE
G AS REQ`D
METAL DAMPER
:PLACE BOX
GENERAL PLAN NOTES:
1) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND BUDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES,
2) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT GEOGRAPHICAL
AREAS, THEY CAN ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY
OF THE LOCAL AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS
FULL RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK, THE CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS N DESIGN, DIMENSIONS OR OMISSIONS,
3) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN,
4) ALL WALLS W/ BRICK ARE I-1/2', ALL OTHERS TO BE 3-1/10 UNLESS
NOTED OTHERWISE ON PLANS.
5) ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPP LEVEL OR AS
NOTED ON PLAN FOR INDIVIDUAL AREAS.
b) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
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DATE: 01-1i
DRAWN BY: JAC
SCALE: AS
REVISIONS:
02-11-03: REVIEW PLANS
03-22-03: REVIEW PLANS
03-28-03: REVIEW ELEVATIC
04-22-03: PRELIMINARY PL
05-18-03: REVISED PRELIMI
06-05-03: FINAL PLANS
SHEET
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CD
w3u
a
DATE: 01-1i
DRAWN BY: JAC
SCALE: AS
REVISIONS:
02-11-03: REVIEW PLANS
03-22-03: REVIEW PLANS
03-28-03: REVIEW ELEVATIC
04-22-03: PRELIMINARY PL
05-18-03: REVISED PRELIMI
06-05-03: FINAL PLANS
SHEET