HomeMy WebLinkAbout1® COPYRIGHT 2004 DAVID MORTON D.B.A. DAVID MORTON DE64GNWJ BWLDM
THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVID MORTON
D.B.A. DAVID MORTON DESIGNER/ BUILDER. ANY REPRODUCTION
IN WHOLE OR PART OF THESE PLANS WITHOUT THE WRITTEN
CONSENT OF THE COPYRIGHT OWNER IS NOT PERMITTED.
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BRICK
BRICK
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FRONT ELEVAT
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DATE:
01-21-02
DRAWN
J.HOLLEY
SCALE:
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REVISION
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02-04-02:
FRELIMINARY PLANS
02-05-02:
F NAL PLANS
FRONT 4
RIGHT ELEVATIONS
SWEET
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DAM: 0I-21-02
DR, UN BY: J.HOLLEY
SG LE: ,AS SHOWN
REVISIONS:
02 4-02: PRELIMINARY PLANS
02-45-02: FINAL PLANS
REAR 4 LEM ELEVATIONS
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DR, UN BY: J.HOLLEY
SG LE: ,AS SHOWN
REVISIONS:
02 4-02: PRELIMINARY PLANS
02-45-02: FINAL PLANS
REAR 4 LEM ELEVATIONS
39'-4 I/2"
241-8"
14'$ I/2"
V-6 1,L'1
23'-1 1/2"
li-1 I/2'
36'-4'
8' 4'$'
13'-2 1/2"
2'-b 1/4" i'$' 2'-10 1/4'
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LINTEL AT OVER DIG P TIMBER WINDOW WELL
AS ®� ALL CW1 ALLPPOpCOCKETS/B�/Y�
CONCRETE G WALL NT.
POCKETS BY CONC.
WALL CONTRACTOR j 1
8" SPLIT FACE BLOCK
1 WALL W/BRICK CAP
I I
I 1
I 1 1 1 1 1
U2-2543 VERIFY LENGTH OF WALL /
1 I 1 1
II- - - - - - - - - - - - - - - - - - - - -
1 � - 1 AND STEPS RECUR® TO � ; TIMB13� WINDOW WELL
GRADE IN FIELD ; ; W/ ALL POCKETS BY
C r -- - - - - - - -- -- ---- -jam[ - ---- ---- --"- CONCRETE WALL CONT.
SLOPE SLAB TO DRAM,
rt DRAIN TO SUMP TIM SLEEVE 1
1 ; _ IN WALL 5' BELOW BRICK LEDGE
WET BAR
1 SLOPE SLAB TO DOOR DRAIN /
CONCRETE SLAB , EXTERIOR------ \
MUST BE 4" BEIOW BASEMENT� /
SLAB FLOOR
U3•2551
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__-_-__
_�-_____________-__-_________ ,
DROPPED BEAM AS REQUIRED ---------------------------------------------------------
- ----- -
-------------------------- -------------
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CONCRETE WALL TO BE —
FRAMING CONTRACTOR TO
' DROPPED TO BASEMENT VERIFY ALL. WINDOW i ;
SLAB 0 DOOR LOCATION, R.O. SIZES, PRIOR TO START,
FRAME IN AROUND DOOR TO INSURE OPENING ACCURACY. ~
Q '
GARAGE SLAB WITH WOOD STUD MATERIAL
4' CONC. SLAB ON C ;
4" MIN. PEA FILL BASEMENT LAYOUT
8 ^+' POURED VilNL... WAF,LS ; I
4' CONC. SLAB OVER ;r p ' • ;
'- 4' MIN. GRAVEL FILL
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' c cop,rRr*rr zoos DAVID raaTON 0 a DAVID noRTON c6WsMNew Ww.veQ
THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVID MORTON
D.B.A. DAVID MORTON DESIGNER/ BUILDER ANY REPRODUCTION
in IN WHOLE OR PART OF THESE PLANS WITHOUT Ti$ WRITTEN 3' OLA. STEEL POST ON I 3' DIA. STEEL. POST ON
CONSENT OF THE COPYRIGHT OWNER IS NOT PERMITTED. ; y . i 3i'�C316'X18' CONC. PAD CPO B�yEA�R��Ww
WALL 369C36"XI8' CONC. PA_Q_THI'
BY
15'41 1/4' CONCRETE RAiDs3'-9 1/4" 3 1/2' 58-9' 13'-1 3/4" ;
' 2 U4' 15'40 3/4" " ■ •
1 , � 11$ 3 -11 5-10 3/4
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DROPPED BEAM AS REQUIRED '
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IIIAI 1-
10 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1W/ WOOD CA ■ 1' '+ 1 I
' TO BE 36' ABOVE -
I ---------------------------- ¢ , 1 1 1 1 -' -' --� _� �__� STAIR LANDING BATH
II -----' - ' --' -' -- ------------- 1
1 1 I
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■_ _`fi II;
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _______________ _ _ _ __ =
1 III -\ I _ _ _ _ _ _ _ _ _ _
A DROPPED BEAM AS REQUIRIE
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V.
NODRYWALL THW®.H. HV0
AREA FOR MEDIA ACCESS
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Y WALL CONTRACTOR '
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234' 10'-4' 144 1/2' 12'-4" I4'$'
34'-O"
41'-81/21
FOUNDATION PLAN
SCALE: 1/411 i 11-011
7165 S.F.
BRICKY
WOOD
OPENING TRIM
DROP 8' AT OPENING,—
POUR
PENING,POUR SLAB THROUGH
W/ I" WATER STOP DROP
C.M.U. FOUNDATION WALL
FOUNDATION DETAIL
0 GARAGE OPENING
SCALE: 1/2" • 1'-0u
GENERAL FOUNDATION NOTES:
U ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON
2800 PtS.L * 28 DAYS, FOOTERS ARE 16' WIDE AND 8' DEEP
UNLESS NOTED OTHERWISE ON PLANS.
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SHORT WALLS
• CRAWL. SPACE OR SLAB BELOW FROST LINE AS REGLURED.
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND .JUIX%E
FOR TWEMSELVES, THE SUITABILITY OF TWE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
4) TWESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
TI$ BUILDING, DUE TO VARIATIONS IN DIGIT 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
CL.ARtTY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS.
5) ALL STRUCTURAL MEMBERS ARE BAS® ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIMI;, IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL N® AND SIZES IF NOT SHOWN,
6) ALL WALLS W/ BRICK ARE 1-1&, ALL OTHERS TO BE 3-1/2' UNLESS
NOTED OTHERWISE ON PLANS.
V ALL CEILINGS ARE 9' MAIN LEVEL AND N UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
8) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
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POURED CONC. WA
8' Cow.. LINTEL
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COOTER FOR 9' CONCRETE WALL
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DATE: 0I-21-02
DRAW BY: J.HOLLEY
SCALES A8 SHOWN
REVISI NS:
02.0 : PRELIMINARY PLANS
02-0 : FINAL PLANS
TION PLAN
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To
DATE: 0I-21-02
DRAW BY: J.HOLLEY
SCALES A8 SHOWN
REVISI NS:
02.0 : PRELIMINARY PLANS
02-0 : FINAL PLANS
TION PLAN
3
39'-4 V2"
24'-Sm
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TIMBER WINDOW WELL
W//ALL
pPOCKETS BY
CONf.RETE WALL -^L
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li-I V2'
36'-4"
13'-2 1.12'
8" 4'$" 8" 2'-10 V4" 16-6" 2'-10 1/4"
I I 1 I 1 I 1
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1 I
WALL W/BRICK CAP
UNTIL AT OVER Or / ,
AS REQUIRED, ALL
POCKETS BY CONC.
1
WALL CONTRACTOR U2-23 VERIFY LENGTH OF WALL
r - ' - - - - - - - - - - - - �T AND STEPS REQUIRED TO TIMBIV WINDOW WELL r'
GRADE IN FIELD ' W/ ALL POCKETS BY
I I I
------------ - - - - - - - --------------—WA
CON07
=
LL CONT.
SLOPE SLAB TO DRAIN,
p DRAIN TO BUMP THRU SLEEVE —
= IN WALL 5" BELOW BRICK LEDGE
�A WET BAR: m/ DRAIN
c � � I CONCRETE SLAB • DCTERIOR
I
CERAMIC MUST BE 4" BELOW BASEMENT
D 9 FLAT CA -G. ,
BLAB FLOOR
LI3-2551
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SLOPE SLAB TO ODOR -_____________'-----------
r OW
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'- -
DROPPED BEAM AS REQUIRED ------------------------- __________--
I 1 ----- ----r- - --tIFY
------
------------ - -
t CONCRETE WALL TO BE \ CONTRACTOR Tp ,
\ ALL WINDOW 1 DOORDROPPED TOBASEMENT ES, PRIOR TO BTgRT,
SLAB • DOOR LOCATION, E OPENING ACCURACY.
'
FRAME IN AROUND DOOR D
GARAGE SLAB D I
WITH WOOD STUD MATERIAL
I 1 4' GONG. BLAB ON
40 MIN, PEA Flu., c BASEMENT LAYOUT 18
FAMILY AREA BILLIARDS ROOM of 8 o D L
8'X9 POUR® CONC. WALLS 1
• BEDROOM 5
I i ! 9' FLAT CLC, 4 CONC. 81118 OVER � 9' FLAT CLC, ' , 1
T CARPET 4' MIN. GRAVEL FILL ; CARPET 1
OG COPYRIGHT 2001 DAVID MORTON D.B.A. DAVID MORTON DE6K>IH J BUILDER 1 ( 9 FLAT CI.G, C) ,
THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVID MORTON , CARPET
D.B.A. DAVID MORTON DESIGNER/ BUILDER. ANY REPRODUCTION WALL W/ WOOD C 3 _
DIA. STEEL POST
IN WHOLE OR PART OF THESE PLANS WITHOUT THE WRITTEN' i TO BE 36" ABOVE �\ I
CONSENT OF THE COPYRIGHT OWNER IS NOT PERMITTED. 3' DIA. STEEL POST ON STAIR LANDING 'QED IN 6 X 6 i
36'X36'X1S" CONC, PAD POST AS SPECIFIED r$•
D 1
p 15'-& 3/4" 3 V2" 11-6 3/4" \ 3'-9 V4' 3 1& 5'-9' 4'-9 V2" �-s V4"
I
b' BEARING WALL Wim- _ • I
\ l
' I THICKEN® SLAB BY
1 1
j CONCRETE FLOOR CONT.
I I
DROPPED BEAM AS REQUIRED '
' - - FLUSH` '
--------------- _ _
I - - - - - - - - - - - - ------------------------------
-
- - - - - - - - ,- - - - - - - - - - - - - , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ii -- ;----- - - - - -t -- - - - - - - - - - ------- - - - - -- +- _' BEAM I 1 BErd►1•I
- - - - -
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10'-40
�12'-6 3/4"
H 1 I I I I I I I I 1 1 I 1 1
4� i i i i i i i i i i t 1 r ' Q
-1 --' -' - ,- BATH n
----------------------------- NOME THEATRE -,.,1 - - - ------------ •r
-
1
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= 9' FLAT CLC. 1
CARPET
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a � � I------ ---------------------- � STORAGE SHELVES
GEZ.4MIC D i
9'-0" M '-5 1/4" j 1
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DROPPED BEAM AS REQUIRED IIL—LINEN
1
I r------ ------------------- ® VAC \ ! I
I / ■ ' t
i
NO DRYWALL THIS W,H \� 16' D' I
7 ; ;AREA FOR MEDIA ACCESS
- - - - - - - - , 1 ; 15'-10 3/4" 12'-b" \ 3 1/2u 2'-0V7�' 3'-b' 5'-9 1/2" 2'-�1 3/4"
i 3 Vt '
1 3 V2" 3 1/2" 3 V2"
--------------- _ \ 6 BEARING WALL UV p
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c THICKENED SLAB BY '
1
UNTIL AT OVER D
FLOOR �.
AS REQUIRED, ALL
POCKETS BY CONI. UNFINISHED
WALL CONTRACTOR
91
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SUMP t EJECTOR PIT '
I 1 I D
----------------------------
------------------------------
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- - - - - - - - - - - - - - - - - - - - - - - - - - - _--, _ IPORCH SLAB _ --------- --------J D
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------------------ 4" CONC. SLAB ON -o --J •------ •�
v = I 4' MIN, PEA FILL I ,:---------- ----- - •q
1 - - - - - - - - - - - - - - - - - - - - - - - - 1 I I v
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- - - - - - - - - - - - J I a± , _
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___13'-4" 10'-4° 101-4" 3'-0' 8',8" 2'..4 V2" 2'-40 31-0u
23'$" 14'-0 V2' 13'$" W-01
_34'-0' 4-8 V2"
15',e V2"
BASEMENT FLOOR PLAN
SCALE: 1/4" : V-Ou
1485 S.F. FINISHED
'ISO UNFINISHED
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GENERAL FOUNDATION NOTES: oo
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2800 P.S.I. • 28 DAYS, FOOTERS ARE 16' WIDE AND 8" DEEP
UNLESS NOTED OTHERWISE ON PLANS. N
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SNORT WALLS .•J
• CRAWL SPACE OR SLAB BELOW FROST LINE AS REQUIRED. kA � v ' � N M
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE M
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP j M
TO THE BUILDING SITE, AND EXISTING GRADES,
4) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF SA z
THE BUILDING, DUE TO VARIATIONS IN DIRU2ENT 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 ga C! 00
RESPONSiSIL.ITY TO REVIEU ALL PLANS FOR ACCURACY AND A w 1�0
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE 'd N
Q OF THOR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY O 00
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS.`W
5) ALL STRUCTURAL®
MEMBERS ARE BASED ON AN ASSUMED NE,
AND MAY CHANGE AT ANY TIME, IT 18 THE CONTRACTORS >Q Q�
RESPON61BILITY TO VERIFY ACIUAL NEED AND SIZES IF NOT SHOWN. M
b) ALL WALLS W/ BRICK ARE -1-1/211, ALL OTHERS TO BE 3-Vt UNLMB
NOTED OTHERWISE ON PLANS.
V ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
8) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
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DATE: 11
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0I-21-02
DRA
BY:
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GENERAL FOUNDATION NOTES: oo
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1) ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON H C
2800 P.S.I. • 28 DAYS, FOOTERS ARE 16' WIDE AND 8" DEEP
UNLESS NOTED OTHERWISE ON PLANS. N
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SNORT WALLS .•J
• CRAWL SPACE OR SLAB BELOW FROST LINE AS REQUIRED. kA � v ' � N M
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE M
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP j M
TO THE BUILDING SITE, AND EXISTING GRADES,
4) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF SA z
THE BUILDING, DUE TO VARIATIONS IN DIRU2ENT 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 ga C! 00
RESPONSiSIL.ITY TO REVIEU ALL PLANS FOR ACCURACY AND A w 1�0
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE 'd N
Q OF THOR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY O 00
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS.`W
5) ALL STRUCTURAL®
MEMBERS ARE BASED ON AN ASSUMED NE,
AND MAY CHANGE AT ANY TIME, IT 18 THE CONTRACTORS >Q Q�
RESPON61BILITY TO VERIFY ACIUAL NEED AND SIZES IF NOT SHOWN. M
b) ALL WALLS W/ BRICK ARE -1-1/211, ALL OTHERS TO BE 3-Vt UNLMB
NOTED OTHERWISE ON PLANS.
V ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
8) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
A
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DATE: 11
0I-21-02
DRA
BY:
J.HOLLEY
SCAL61
AS SHOWN]
REVIS Na:
02-0 : PRELIMINARY PLANS
02-0 : FINAL PLANS
FINIS ED BASEMENT PLAN
SHEET
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N
cll
44'-0' 14'-100 36-2 I/2'
MAIN FLOOR PLAN
SCALE: 1/4" ■ 1'-0"
22oS G.F.
*WINDOWS AS LISTED ARE "CARADCO"
UNIT SIZES AND WILL BE
VERIFIED BASED ON MANUFACTURER,
ALL MAIN FLOOR HDR. HTS. ARE 1-8"
UNLESS NOTED OTHERWISE.
GENERAL PLAN NOTES:
U TME CONTRACTOR SMALL VERIFY ALL CONDITIONS AND JJDGE
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
TME BUILDING, DUE TO VARIATIONS IN DIT 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 84118 ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. TME CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS.
3) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT IS TME CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN.
4) ALL WALLS W/ BRICK ARE 1-1/Z', ALL OTHERS TO BE 3-1/2" UNLESS
NOTED OTHERWISE ON PLANS.
W ALL CEILINGS ARE 9' MAIN LEVEL AND S' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
6) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR/ DE61GNER IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STNS ARE TAKEN.
a
DAt
0I-21-02
D
N 13Y: J.HOLLEY
SCA:
AS SHOWN
REVI
02-0
02-0
IONS:
2: PRE=LIMINARY PLANS
2: FINAL PLANS
IN FLOOR PLAN
MANTLE AS SF
2-2X12 HEADER
HEARTH
DOUBLE JOIST
FIREPLACE SECTION
u/S of calling Jotet8
_ top of floor Shdothtng
Q u/s Of catling
NO SCALE
AP AS REQ)
FLUE PIPE
: AS REQb
METAL DAMPER
PLACE BOX
(C COPTRIGAW 9002 DAVO MORTON D.B.A. DAVO MORTON DMWxNM BWI.DER
40
THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVID MORTON
O.B.A. DAVID MORTON DESIGNER/ BUILDER. ANY
IN WHOLE OR PART OF THESE PLANS WITHOUT THE WRITTEN >�
CONSENT OF THE COPYRIGHT OWNER 18 NOT PERMI I I
=SPECIAL NOTE:
THERE IS PART OF THIS STAIR SECTION THAT SHOWS
THE LOCATION FOR RAFTER BEARING AROUND THE
PERIMETER OF THE GARAGE WHERE RAFTERS BEAR
THIS CONDITION WILL APPLY UNLESS SPECIFICALLY
NOTED OTHERWISE, ALSO NOTE THE ADJUSTMENT OF
GARAGE WALLS AND COMMON GARAGE/ HOUSE WALLS
FOR TALLER JOIST OVER GARAGE AREA IF NOTED ON
PLAN AND ENGINEERED FLOOR LAYOUT.
10 3/4"
top of floor &mathing
top of foundatlon
10
STAIR LAYOUTS MAY VARY BASED ON
ACTUAL TREAD CUT AND STAIR AREA
Q AVAILABLE PER PLAN, VERIFY ALL
(P STAIR LAYOUT AND TREAD AND RISER
SIZES BASED ON EACH PLAN AND
AVAILABLE SPACE AS DRAWN AND
CONSTRUCTED.
�t top of floor Slab
e o 0 0 o e o
_ o
ap top of footing
bottom of footing "TYPICAL" STAIR SECTION
SCALE= 1/4" - i'-&
Y
24'-S"
12'-4"
12'-4"
14'-10"
II =7 V2'
3'-2 I/2"
9'4 V4"
18'-2 V2"
V-1 1/4"
CT2 30X13
STACK
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MASTER W.I.C.
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9 LINEN v
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■
,WINDOWS AS LISTED ARE "CR IADCO".
UNIT OVERALL SIZES AND WILL BE
VERIFIED BASED ON MANUFACTURER.
ALL UPPER FLOOR HDR. HTS. ARE 1-0"
UNLESS NOTED OTHERWISE
r
GREAT ROOM BELOW
2 -STORY FLAT CLG.
1
Ib' -11"
1
GREAT ROOM
1
OVER LOOK
1
RAILING
1
A//�OPEN
S SPECIFIED
1
19
4p
TRAM. IRAN.
b' -b 1/4" b' -b 1/4" 1'-0" 1-4"
241-0" 10'-4" 14'-0" 13'-0 1/2" 14'-4"
SECOND FLOOR LAYOUT
SCALE: 1/4" = 1'-0"
2650 S.F. FINISHED
150 S.F. PARTIAL FINISH
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DAT 0I-21-02
D N BY: J.HOLLEY
ACA E: AS SHOWN
REV IONS:
02-0-02: PRELIMINARY PLANS
02-0 2: FINAL PLANS
PPER FLOOR PLAN
SWEI ET
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8' FLAT m,.-4�I
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IN
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,,
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2551
f
TRAM. IRAN.
b' -b 1/4" b' -b 1/4" 1'-0" 1-4"
241-0" 10'-4" 14'-0" 13'-0 1/2" 14'-4"
SECOND FLOOR LAYOUT
SCALE: 1/4" = 1'-0"
2650 S.F. FINISHED
150 S.F. PARTIAL FINISH
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DAT 0I-21-02
D N BY: J.HOLLEY
ACA E: AS SHOWN
REV IONS:
02-0-02: PRELIMINARY PLANS
02-0 2: FINAL PLANS
PPER FLOOR PLAN
SWEI ET