HomeMy WebLinkAboutBuilding Plans- — - top of pl. • entry
-top of pl. • Ilbrary
U/s of ceiling foists
top of floor sheathing
` top oP founcbtron
top Of footing
TOP OF FLIM MUST BE Y-om c U)
ABOVE ANY ROOF SURFACE - =fir
3%
top of pl. • gt room
top of bearing this
6' GUT7
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ARCHEI
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BRICK
BRICK
SCALE: 1/4u = 1'-0u —L - — -
WIML^OW 11C0Md1=wJ2 A149= aGJ Aurr.
LIBRARY, DINING, MASTER CLOS. • 84' FRONT ELEVATION Col1�tN8
UNLESS NOTED, BATH • SS' GRT.
ROOM AS NOTED ON PRINT, SCS: 1/4" ■ 1'-0"
BASEMENT It DOWN FROM CLG.
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DATE: 06-09-01
DRAWN BY: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
08-31-01: PRELIMINARY REVIEW
OS -1401= PRELIMINARY PLANS
It -24-01- FINAL. PLANS
11 2S-01= REVISED FINAL. PLANS
SHEET
4
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• �� ,.�
DATE: 06-09-01
DRAWN BY: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
08-31-01: PRELIMINARY REVIEW
OS -1401= PRELIMINARY PLANS
It -24-01- FINAL. PLANS
11 2S-01= REVISED FINAL. PLANS
SHEET
4
HARDI-STUCO TRIM --
AND FINISH AS SPEC'D
TOP OF FLUE MUST BE 2'-O"
ABOVE ANY ROOF SURFACE
WITHIN A IOC HORIZONTAL DISTANCE
mom
LEFT ELEVATION
SCALE: V4" . I' -OM
WINDOIU HEADERS ARE SO" A.F.F.
UNLESS NOTED, BATH • $80 GRT.
ROOM AS NOTED ON PRINT,
BASEMEN IY DOWN FROM CL&
2
MEN
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REAR ELEVATION
SCALE: V4" ■ 11-011
u/• of coiling joltA
top of floor sheathing
u/ib of ceiling ,plat&
top of floor sheathing
top of foundation
—top of footing
D
DECK RAILING OMITTED
FOR CLARITY THIS VIEW
12
12
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0 WIN ME
MEMEME ME
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REAR OF HOUSE TO BEAR AT
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REAR ELEVATION
SCALE: V4" ■ 11-011
u/• of coiling joltA
top of floor sheathing
u/ib of ceiling ,plat&
top of floor sheathing
top of foundation
—top of footing
D
DECK RAILING OMITTED
FOR CLARITY THIS VIEW
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I•STUCCO AS SPEC'D
FTERS HERE AND ACROSS
cA
REAR OF HOUSE TO BEAR AT
AN ELEVATION ECLIAL TO THE
TOP OF SECOND FLOOR SURFACE
1X2 ON 1X8 FRIEZE BOARD
RICK SOLDIER
RICK VENEER
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DRAWN BY: J114OL _E`i'
SCALE: AS SHOWN
REVISIONS:
08-3I-01: PRELIMINARY PLANS
11 -24 -OI= FINAL PLANS
I1-29-01: REVISED FINAL PLANS
SHEET
2
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DRAWN BY: J114OL _E`i'
SCALE: AS SHOWN
REVISIONS:
08-3I-01: PRELIMINARY PLANS
11 -24 -OI= FINAL PLANS
I1-29-01: REVISED FINAL PLANS
SHEET
2
N
,
,
,
,
,
,
,
,
WALK OUT PATIO
WALL sF=cTIUN
SCALE: 1/2" = 1'-0"
RETAINING WALLS AS
REQUIRED AND SPEC'D
VERIFY WITH BUILDER
IN FIELD
• ALL WINDOWS ARE LISTED AS
"LINCOLN" CLAD WINDOWS OR
AS SPECIFIED 13Y 1BUILDER
10'-0' 1'-0" 4'-0' I'-0'
FOUNDATION PLAN
SCALE: 1/4" ■ 1'-O" 2538 S.F.
WOOD GARAG
OPENING TRIM
DROP S" AT OPENING;
POUR SLAB THROUGH
W/ I' WATER STOP DROP
C.M.U. FOUNDATION WALL
FOUNDATION DETAIL
0 GARACsE Offf INlNa
SCALE: 1/2" = 1'-0"
C.M.U.
FOR BLOCK WALL
8" CONC. LINTEL
FOR 9' CONCRETE WALL
LINTEL DETAIL FOR IBASEMENT
SCALE: I/4" - I'-0"
RETAINING WALLS AS
REQUIRED AND SPEC'D
VERIFY WITH BUILDER
IN FIELD
GsENEIRAL FOUNDATION NOTES=
1) ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON
2800 P.S.I. 4 28 DAYS, FOOTERS ARE 16' WIDE AND S' 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 REQUIRED.
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
4) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT 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 IN DESIGN, DIMENSIONS OR OMISSIONS.
$) ALL STRUCnPAL MEMBERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TINE, IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIXES IF NOT SHOWN.
6) ALL WALLS W/ BRICK ARE 1-1/2", ALL OTHERS TO BE 3-112" UNLESS
NOTED OTHERWISE ON PLANS.
v ALL CEILINGS ARE 9' MAIN LEVEL AND e' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
8) ALL DISCREPANCIES ARE TO BE BPZUC44T TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESIJME, TO INSURE PROPER STEPS ARE TAKEN.
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DATE: 08-09-01
DRAWN 13Y: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
08-31-0I: PRELIMINARY PLANS
II 24-Ols FINAL PLANS
II -29-01: REVISED FINAL PLANS
SHEET
3
0
til
e
cc
• ��
DATE: 08-09-01
DRAWN 13Y: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
08-31-0I: PRELIMINARY PLANS
II 24-Ols FINAL PLANS
II -29-01: REVISED FINAL PLANS
SHEET
3
0
v
81-28
O
1
,
88-42 PRE -CAST FIREPLACE
-
UNIT BY "MAJESTIC' W/ 13' RAISED
11
11
W ' '
BRICK HEARTH t BRICK FACE
FOYER
12' FLAT CLCs.
HARDWOOD
1,8 V2' 4
1
8'-b'
14'-1"
1
1
'
�
m
i'.,,�• 1
88-42 PRE -CAST FIREPLACE
-
UNIT BY "MAJESTIC' W/ 13' RAISED
11
11
W ' '
BRICK HEARTH t BRICK FACE
FOYER
12' FLAT CLCs.
HARDWOOD
1,8 V2' 4
TO MANTLE, AS BP6GIFIED.
UQ
U
�
I N
HEARTH ROOM
9' FLAT CLG. I=
HARDWOOD
STAIN TRIM
W-0'
4'-9 5/8'
W-2 3/4'
43'-10"
W-2 3/4"
11'-5 3/8'
CG -21460-3
8'-3 5/8' 2'-11 V4' 3'-2 3/4'
10'-1-Va' PL HT.
CG -2460-3
CCT -2412-3
CG -2460-3
6'-8 1/4' 5'-11 3/4' 4'-10 1/4' 4'-10 1/40 W-1 3/4' V-1 3/4'
11'-60 6'-B 1/4' 10'-10' 10' 0' b -1 3/4" V-10 V4' 0104 3/4"
23'-0' 34'80 14'-00
MAIN FLOOR PLAN
SCALE: 1/4" a I'-0" 2535 S,F,
O
r
Q
in
in
ALL WINDOWS ARE LISTED AS
"LINCOLN" CLAD WINDOWS OR
AS SPECIFIED 1:3Y BUILDER
MIAR
N
GENERAL PLAN NOTES:
U THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND .RIDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
2) THESE DRAWINGS SINE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE, AND M NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING GODES. 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 M 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.
Q 4) ALL WALLS W/ BRICK ARE -1-1/2", ALL OTHERS TO BE 3-1& UNLESS
r NOTED OTHERWISE ON PLANS,
5) ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
6) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION
18 TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
75
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DRAWN 8Y: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
08-31-01: PRELIMINARY PLANS
11-24-01: FINAL PLANS
11-29-0I: REVISED FINAL PLANS
SHEET
5
A
A
1
1
1
'
�
m
i'.,,�• 1
-
'Q
-
DINING ROOM
9' FLAT GLG. W/
CROWN MOII
14AR WOODD
8
13'-4 V20
11
11
W ' '
4
FOYER
12' FLAT CLCs.
HARDWOOD
1,8 V2' 4
I N
1 1
1 1
1 1
11
Q
11
11
o
:
�
CC8-4468 C48-56 SEG. No.
CGS -44"
ip
22'-bl
21 iQ
3'-6'
V-60 31-68
1 1
BEAD BD PANEL
3 CAR GARAGE
CC°5-44T1 CCS'5f''12
CC'i-44'12
CCT -2412-3
1
lo
ol
CiC-2460-3
1
ON ISLAND WALL
"r
I
i
36'X80' DOOR W/
�
c i
2-14' SVELfTES t SEC -se
Y GAB'T SUPPLIER
HD. TRANSOM 42' TALL
I
1
'
'
GL
'EN®
'
- _
\�
--
---------------------
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----14
SPACED AS DE64NED
CC30 b0-3
ROUND TAPERED
THE BOTTOM OF
1 2'-N/
' PL NT.
- -
--
- - - -
-� - - - • \ , , \.
CABINET LAYOUT
I I
THESE WINDOWS MUST
BE 18' MIN. A.F.F.
2X6 WALL
;r
` •
AS SUPPLIED BY
(�
1
1 1
=
1
—
OTHERS, VERIFY
a
I I
;a
r
- -
—
•,
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WINDOW LOCATIONor
12'-6
I/2'
13'41'
SB -42 PRE -CAST FIREPLACE
_
_ _ _ _
UNIT BY "MAJESTIC' W/ FLUSH
®
BREAKFAST NOOK
12' SQ. TILE HEARTH FACE
_
- - - _ -
- - - - _
TO MANTLE, AS SPECIFIED.
010
KITCHEN
9' FLAT CLG.------------
HARDWOOD
9' FLAT CLG.
STAIN TRIM
17
1
9'_3M
HARDWOOD
�
i
-
-----
r2'-6'
----------
GREAT ROOM
\
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----------
RAOIL
T
12' AT CLO.
n
1
----------
CARPET
5'-0"
-m--
-
a-
M.S.
PANTRY
----------
-lt
LAUNDR
ROOM iz
3'-5' 5'-1'
4'-b'
18'-11 V2'
in
SEAT
1.
ESK
- - - - -
-------
- -
- - -
9' FLAT GL
CERAMIC
-t
-
--
_ _
Q
_
----------- ---------------
-
MUD ROOM
9�
14'-0'
p
9' T CDCs.
;- - - - - - - - - -
�''
' '
OPENINGS TO
9' FLAT Cl-G.
.t
n
I I
h
INEN
BE
94' TALL W/ FLUTED
HARDWOOD
n
1/2 GLA88
n
STAIN IMJAMB
'-5' 5'-6 V20
72'
SIDES.
4'-10"
1'-8"
2,�„
OWDER-
FOLDING
UNTER �:,
'T
_ _ _ _ _ _
T
_
-----------
4�-0'- - - -
W, BASE
BELOW
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..
ilk
row vwr--ir
1
p
9' FLAT C1.G.
HARDWOOD
'
11'-5 3/8'
CG -21460-3
8'-3 5/8' 2'-11 V4' 3'-2 3/4'
10'-1-Va' PL HT.
CG -2460-3
CCT -2412-3
CG -2460-3
6'-8 1/4' 5'-11 3/4' 4'-10 1/4' 4'-10 1/40 W-1 3/4' V-1 3/4'
11'-60 6'-B 1/4' 10'-10' 10' 0' b -1 3/4" V-10 V4' 0104 3/4"
23'-0' 34'80 14'-00
MAIN FLOOR PLAN
SCALE: 1/4" a I'-0" 2535 S,F,
O
r
Q
in
in
ALL WINDOWS ARE LISTED AS
"LINCOLN" CLAD WINDOWS OR
AS SPECIFIED 1:3Y BUILDER
MIAR
N
GENERAL PLAN NOTES:
U THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND .RIDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
2) THESE DRAWINGS SINE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE, AND M NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING GODES. 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 M 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.
Q 4) ALL WALLS W/ BRICK ARE -1-1/2", ALL OTHERS TO BE 3-1& UNLESS
r NOTED OTHERWISE ON PLANS,
5) ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
6) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION
18 TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
75
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DRAWN 8Y: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
08-31-01: PRELIMINARY PLANS
11-24-01: FINAL PLANS
11-29-0I: REVISED FINAL PLANS
SHEET
5
A
A
1
4" TALL CONCRETE CURB
21'-1'
1
'
�
m
i'.,,�• 1
-
'Q
-
DINING ROOM
9' FLAT GLG. W/
CROWN MOII
14AR WOODD
8
13'-4 V20
11
11
W ' '
4
FOYER
12' FLAT CLCs.
HARDWOOD
1,8 V2' 4
1 1
1 1
1 1
11
11
11
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3 CAR GARAGE
CCT -2412-3
1
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--
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SPACED AS DE64NED
ROUND TAPERED
'FYPON' COLUMNS
AS SPECIFIED.
11'-5 3/8'
CG -21460-3
8'-3 5/8' 2'-11 V4' 3'-2 3/4'
10'-1-Va' PL HT.
CG -2460-3
CCT -2412-3
CG -2460-3
6'-8 1/4' 5'-11 3/4' 4'-10 1/4' 4'-10 1/40 W-1 3/4' V-1 3/4'
11'-60 6'-B 1/4' 10'-10' 10' 0' b -1 3/4" V-10 V4' 0104 3/4"
23'-0' 34'80 14'-00
MAIN FLOOR PLAN
SCALE: 1/4" a I'-0" 2535 S,F,
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ALL WINDOWS ARE LISTED AS
"LINCOLN" CLAD WINDOWS OR
AS SPECIFIED 1:3Y BUILDER
MIAR
N
GENERAL PLAN NOTES:
U THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND .RIDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
2) THESE DRAWINGS SINE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE, AND M NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING GODES. 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 M 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.
Q 4) ALL WALLS W/ BRICK ARE -1-1/2", ALL OTHERS TO BE 3-1& UNLESS
r NOTED OTHERWISE ON PLANS,
5) ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
6) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION
18 TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
75
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SCALE: AS SHOWN
REVISIONS:
08-31-01: PRELIMINARY PLANS
11-24-01: FINAL PLANS
11-29-0I: REVISED FINAL PLANS
SHEET
5
A
A
1
• ALL WINDOWS ARE LISTED AS
"LINCOLN' CLAD WINDOWS OR
AS SPECIFIED BY BUILDER
ITs
L
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HEADEF
HEARTH
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DRAWN 1BY.- J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
08-31-01, PRELIMINARY PLANS
11-24-01: FINAL PLANS
11 -25 -OI: REVISED FINAL PLANS
SHEET
6
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DRAWN 1BY.- J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
08-31-01, PRELIMINARY PLANS
11-24-01: FINAL PLANS
11 -25 -OI: REVISED FINAL PLANS
SHEET
6
:y
.y
i
i
SCALE: 1/4t1 a 1'-0°
TYPICAL FRAME ROOF1
SHINGLES AS SPECIFIED
v16" RooFING SHEATHING
2x12 RIDGEDOARD
2x6 RAFTERS • 16" cc. OR AS R =&D FOR SPAN
2X4 COLLAR TIES 0 48" cc -
2X6 CElLG JOISTS • *0 ox_ OR AS RMt) FOR SPAN
Ill/ 2x4 RIBBON TIE
R30 BATT INSUL.
6 MIL POLY V.B.
112" DRYWALL TAPED 4 SANDED
TYPICAL. 2X4 SIDING EXTERIOR
COMPOSITION SIDING
-M " WALL SHEATHING
2x4 STUDS s 16" Or -
R13 BATT INSULATION
6 MIL POLY Y.B.
I& DRYWALL
TAPED AND SANDED
TYPICAL 2X4 BRICK EXTERIOR WAI
BRICK VENEER
l GAUGE CORRUGATED
GALVANMED METAL BRICK TIES
VY AIR SPACE
1/2" INSUL. SHEATHING
2x4 STUDS ,0 16" or -
R13 BATT INSULATION
6 MIL POLY Y.S.
Vt DRYWALL TAPED AND SANDED
TYPICAL SILL ASSEMBLYr-�
V2" DIA. X lB" ANCHOR BOLT * 48" e
12" MIN. FROM EA. CORNER
2x4 PRESSURE TREATED BILL PLATE
V4" SILL GASKET
TYPICAL 8" BASEMENT WALL
0" DRYWALL
6 nil POLY VAPOR BARRIER
2" x 4" STUDS • 24" o.c.
BATT INSULATION C
8" CONCRETE FOUNDATION WALL W/ PICAL BASEMENT FLOOR
3 5 BAR RAN HORIZONTAL, SP 4" CONCRETE SLAB cJw
EGIUALLY VERTICALLY, AND VERTICAL FIBRE MESH REINFORCEMENT
5 BAR AS REQUIRED BY LOCAL CODE 6 nil POLY VAPOR BARRIER
ASPHALT DAMPPROOFING COMPACTED GRANULAR FILL
16" WIDE x 8" DE
CONCRETE FOOTING c!w o 0 0
2 - RUNS 5 REBAR
TYPICAL SECTION
SCALE: 1/211 a f -0u
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DATE: 08-09-01
DRAWN SY: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
08-31-01: PRELIMINARY PLANS
II -24-01: FINAL PLANS
I1-29-01: REVISED FINAL PLANS
SHEET
7
i
i
i
A