HomeMy WebLinkAbout04050075 Building Plansfn In
second floor rafter bearing
u/s of ceiling joist
41
top of fir, sheathing
g gar. rftr. brag
u/s of ceiling joists
1X& gu
-\Q
co
-a'.P
1-1/S°xl
handi-h
smootk
_ 1 1-I/Sxl
board
DETAII
A-2 tyK
DETAI,
A-2, ty
to be determined columns: as
FRONT ELEVATION by firal grade spec'd
SCALE: 1/4" = 1'-0"
second floor rafter bearing
T77 -1 -of ceiling jcists
top of floor sheathing
u/e of ceiling joists
)ETAIL
-! TYP.
top of floor sheathing
x
C7
r
4�
v
N
O
0",a0
o
00
r1c,
W
Q
a
p
z
00
-zl
N
N
N
I
J
z
C'\
z
N
�
I
a
d
a
N
W
o
n
o
CD
n
m
:E
�
Dt
�
Q)
d
�
d
1�
m
L
C
P"
P"
24
.ENNIMMEN
010011010010110
ONE�����
PRINT May 10, 2004
DATE:
DR,4WN B1': K. HAWKINS
SCALE: AS SHOWN
REVISIONS:
MARCH 19, 2004
APRIL Oc3, 2004
APRIL 13, 2004
SHEET:
1
a
I
a
m
I
I
Q0
W
00
r1c,
•
n-
z
00
W
I
U)
-
W
W
ry
-J
CD
n
m
:E
ry
D
o
m
L
C
W
c0
ry
L_ L
L0
O
C
ry
I
c n J
W
Q
--D
O
.ENNIMMEN
010011010010110
ONE�����
PRINT May 10, 2004
DATE:
DR,4WN B1': K. HAWKINS
SCALE: AS SHOWN
REVISIONS:
MARCH 19, 2004
APRIL Oc3, 2004
APRIL 13, 2004
SHEET:
1
a
I
a
m
I
I
v
a�
second floor rafter bearing
u/s of ceiling joists
c
m
top of floor sheathing
u/s of ceiling joists T
6�
top of floor sheathing
U/5 of ceiling joists
top of footirg
top of flue must be 2'-O°
above any roof surface
within a 10' horizontal
distance
--------
li
--
LT_1 1T- ____
A-2 typ
A-3 typ
hard i -p
smooth
LEFT ELEVATION
SCALE: 1/4" = I' -O"
�==-- I== I IMI
12
2.5
REAR ELEVATION
SCALE: 1/411 = 1'-011
tter board
trim board
2 frieze board
second floor rafter bearing
T-Fu,s of ceiling joists
1-1/8°x10 corner
board
too of fir. sheathing
6 gar. rftr. brng
u%s of ceiling joists
--------
u's of ceiling joists
top of footing
� o
Q nLj a �
v^ N �
p Z nZ 00
0
10 Q J 1
a v LL-
1�■■I
�.� E
CD
W
00
n
•z
n
00
-
w
�
mem
era
0"
(J
n
m
r�
oil
LEFT ELEVATION
SCALE: 1/4" = I' -O"
�==-- I== I IMI
12
2.5
REAR ELEVATION
SCALE: 1/411 = 1'-011
tter board
trim board
2 frieze board
second floor rafter bearing
T-Fu,s of ceiling joists
1-1/8°x10 corner
board
too of fir. sheathing
6 gar. rftr. brng
u%s of ceiling joists
--------
u's of ceiling joists
top of footing
� o
Q nLj a �
v^ N �
p Z nZ 00
0
10 Q J 1
a v LL-
1�■■I
�.� E
MEMEMEMEN
MEMEMEMEN
PRINT May 10, 2004
DATE:
DRAWN BY: K. HAWKINS
SCALE: AS SHOWN
REVISIONS:
i" (ARCH 19, 2004
APRIL 09, 2004
APRIL 13, 2004
SHEET:
2
0
r
I
I
CD
W
00
n
•z
n
00
-
w
�
ryw
0"
(J
n
m
r ,
D
O
W
—
L
�
1
O
W
cD
ry
Iw
LL
O
�
O
ry
�
C/1) n
L�
0=0
0
MEMEMEMEN
MEMEMEMEN
PRINT May 10, 2004
DATE:
DRAWN BY: K. HAWKINS
SCALE: AS SHOWN
REVISIONS:
i" (ARCH 19, 2004
APRIL 09, 2004
APRIL 13, 2004
SHEET:
2
0
r
I
I
66 �-4"
0
a�
I
�
1
m
I
'n
�
I
1
--------------��
W
Q
t
Ld
0
O
Ul
N
1 :71 I I
IN A I - I I
Q
9
V
n
Q 71
1CM z U
UJ
1= O f 1 1
1 (� W 1 1
Q
0
a�
I
�
1
m
I
1
1
I
'n
1
c;,,
O
--------------��
W
Q
1 I I
' "
Ld
z
O
Ul
N
1 :71 I I
IN A I - I I
Q
9
V
n
Q 71
1CM z U
UJ
1= O f 1 1
1 (� W 1 1
Q
1Q x (Y I 1
J
�mdz
N
1 H D U I I
I 1
1
----------------
L -------------L
I
1
1
1
1
1
1
I
I
1
1
I
I
I
I
I
I
I
I
I
1
1
1
-
�ry
I
I
�
I
I
I
N
I
1
1
I
I
I
I
1
1
1
1
I
i TIMBER WINDOW WELL
W/ ALL POCKETS BY
CONCRETE WALL CONT,
I
L ------------- 4�
1 1 I
1
I I
1 I I
1 I 1
1 I 1
1 I I
1 I 1
I N I I
1
I 4i
1 N I 1
1
1 Q 1 1
1
I 1
1 1 1
1 1 1
1 1 I
1 1 I
1
I I
L--------------
,ry
1 J
1
I
I
I
I
t
LINTEL AT OVER DIS
AS REQUIRED, ALL
POCKETS BY CONC,
WALL CONTRACTOR -
O
POUREI
LINTEL DETAIL FOR BASEMENT
SCALE: 1/4" = II -011
C.M.U.
)CK WALL
MR
0-7� L
GENERAL FOUNDATION NOTES:
1) ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON _ on2800 P.S.I, a 28 DAYS, FOOTERS ARE 16" WIDE AND 8" DEEP
UNLE55 NOTED OTHERWISE ON PLANS.
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SHORT WALLS i
9 CRAWL SPACE OR SLAB BELOW FRO5T LINE AS REQUIRED,
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING 5!TE, AND EXISTING SRADES.
4) THESE DRAWINS5 SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREA5, THEY CAN
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODE5. IT 15 THE CONTRACTORS FULL
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE 00
OF THEIR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY I
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS. . ;7 00
5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, n W
AND MAY CHANSE AT ANY TIME, IT 15 THE CONTRACTORS Q
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN.
6) ALL WINDOW SIZES LISTED ARE AS MANUFACTURED BY WINDSOR,
UNLESS NOTED OTHERWISE, AND MAY VARY BASED ON SUPPLIER, V J
ALL FINISHES AND ROUGH OPENINGS MUST BE VERIFIED BY OWNER/ � W
CONTRACTOR. ' . f � J
'l)B
) ALL WALLS W/ RICK ARE -1-1/2",--1-1/2", ALL OTHERS TO BE 3-I/2° UNLESS L1J 1
NOTED OTHERWISE ON PLANS. Im
8) ALL CEILINS5 ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
9) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION Lo
� 0
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN. W
FOUNDATION PLAN W Qo M�■I
SCALE: 1/4 = I -O ry I Mr■il
LL �
?,"X9' POURED CONC. WALLS 0
4" CONC. SLAB OVER
4" MIN. GRAVEL FILL
W
0
PRINT May 10, 2004
DATE:
DRAWN BY: K. HAWKINS
1 SCALE: AS SHOWN 1
REVISIONS:
1" (ARCH 19, 2004
APRIL 09, 2004
APRIL 13, 2004
SHEET:
3
a
a
w
I
z
'n
N
c;,,
O
00
W
Q
n
Ld
O
N
N
Q
9
n
Zco
N
00
Q
J
1
N
�
MR
0-7� L
GENERAL FOUNDATION NOTES:
1) ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON _ on2800 P.S.I, a 28 DAYS, FOOTERS ARE 16" WIDE AND 8" DEEP
UNLE55 NOTED OTHERWISE ON PLANS.
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SHORT WALLS i
9 CRAWL SPACE OR SLAB BELOW FRO5T LINE AS REQUIRED,
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING 5!TE, AND EXISTING SRADES.
4) THESE DRAWINS5 SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREA5, THEY CAN
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODE5. IT 15 THE CONTRACTORS FULL
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE 00
OF THEIR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY I
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS. . ;7 00
5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, n W
AND MAY CHANSE AT ANY TIME, IT 15 THE CONTRACTORS Q
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN.
6) ALL WINDOW SIZES LISTED ARE AS MANUFACTURED BY WINDSOR,
UNLESS NOTED OTHERWISE, AND MAY VARY BASED ON SUPPLIER, V J
ALL FINISHES AND ROUGH OPENINGS MUST BE VERIFIED BY OWNER/ � W
CONTRACTOR. ' . f � J
'l)B
) ALL WALLS W/ RICK ARE -1-1/2",--1-1/2", ALL OTHERS TO BE 3-I/2° UNLESS L1J 1
NOTED OTHERWISE ON PLANS. Im
8) ALL CEILINS5 ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
9) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION Lo
� 0
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN. W
FOUNDATION PLAN W Qo M�■I
SCALE: 1/4 = I -O ry I Mr■il
LL �
?,"X9' POURED CONC. WALLS 0
4" CONC. SLAB OVER
4" MIN. GRAVEL FILL
W
0
PRINT May 10, 2004
DATE:
DRAWN BY: K. HAWKINS
1 SCALE: AS SHOWN 1
REVISIONS:
1" (ARCH 19, 2004
APRIL 09, 2004
APRIL 13, 2004
SHEET:
3
a
a
w
I
C) DH2832-2
r
/o -PANEL
STEEL
r,
3 -CAR GARAGE
m —
cY)
m
21'-41"
IP % •
IN
IN
NUMBER OF RISERS
TO BE DETERMINED
BY FINAL GRADE
II'-Io'r2"
l'-6" HER, HT.
DH2832-1
5-4"
4'-1" 4'" 3' I1° 5'-9°
-1 4'-8111 4 /211 4 8..
NUMBER OF RISERS
TO BE DETERMINED
% BY FINAL GRADE
DH2832-2
u
TELE V ISiON
ABv.
DH2832-2
PRE -CAST GAS
D.V FIREPLACE:
FACE AND HEARTH
AS SPEC'D
I
------- ---- FRiG. 5'_51"
DN 16R
-
OCKE S BENCH `r TREADS
i24
m�>r v
LANDING �" m 1
11 0
v O 4'-1i2" 4'-I" 3'-15 4'-8'
i 4 -011
_-- ia FLR. LINE -'
Z
I
N
r 11
00
W
n
�
a
ABv.
N
N
(n I I
_
z
o
�
L II
a
00a0
I
�
—
-----
H
�
COAT CLOSET
LIN. 0
11
[U I 1O
•
--,I
—
^
I
' �<�Y 1
I
,
M I I
N
----------
---
3ro
i
l'-4" HDR. HT.
1>w707
r
M -7-K
----- -----
POST
3'-01'
I'-�"
BATH #2
9' FLAT GLC.
1
�4
BUTLER'S
I �
NOOK -
----- -----
j'
2'-4
�
I
HEARTH ROOM
1 p
I
N 171 11 11
(�a
—
CATH. CLC.
�
_
i ("
11
Ql 11
2C'-9"
1
N i 1 2'-2111
2-8!�" 1'-91�"
5'-11'
;
6'-I°
S,
I
r II
1
I
m
A II
II
N
—
I
1
I
1
11
10'-1
O
1
4'-0"
If)
9'-O"
'
_
-
FULL
42" FRAME L,4L-
---
i
GLASS O
�n
TO UNDERSIDE OF
i
o'1
4'-0" A
CH 3'-0" ARC4
BAR TOP
1
I
1
1
DROP BEAM: SIZED
O
- 72
S"
DH2832 1
TOP EXT.
---------
--BY SUPPLIER
-01.
COATS
8'-6" FLAT CLG. N
a)
o
`
,
--3-0
r-------
2x6 waLL
HDR. HT.
I
D/w
1 I
i II
I
1
'3'-0" FLAT CLC.
x
O
GRIT
i
1
'� �8'-O° ARCH -
-1
4'4"
3'-8"
4'-10'
'
i
1 2'-0"
2X12 WALL- - -
LAUNDRY
I
-- - - - - - - --
i I
r
22'-2!2"
1
r
1
1
I
®
,
1 I
1-
O
I
I
4'-D"
11'_11"
m
CA
I
v
1
13'-1° i
i/
8'-I1°
13'-211
J
DROP
®�
OU
-
Q
DINING ROOM
I I
FOYER
(p
S1N
KITCHEN
VERIFY CABINETRY
,(,
OFFICE/ MUSIC `(
I
GREAT ROOM
DOWN
Q
TRAY GLC.
1
1 U
LAYOUT AND SPEC'S
I
-TREADS
---
IRON
(1 T
r
I
9' FLAT CLC.
2-5TORY GLC.
W/ CABINET MNFCTR.
��
------------
_�
2-STOR?" GLC.
O
�}
ALL AROUND
J
AND/ OR INSTALLER
Z .
------------
I()
-
Z D
z
I
r
1 1
1 11
2X6 WALL
1 J N
:T
1711
-------------
---- -----
PRE-EAST GAS
' m z
Lu
8 -11 "
5'-I �"
6'-4r 11
2
(P
Al
-'-"
- "--
---------------- I
i II
D. V FIREPLACE:
FACE AND HEARTH
Q O
'
-----
-----
AS SPECT)
�______
I
D1-42832-1
OPEN RAIL
1
l'-6' HDR. HT,
¢
I
------- ---- FRiG. 5'_51"
DN 16R
-
OCKE S BENCH `r TREADS
i24
m�>r v
LANDING �" m 1
11 0
v O 4'-1i2" 4'-I" 3'-15 4'-8'
i 4 -011
_-- ia FLR. LINE -'
O 10" -SQUARE-
COLUMNS;
QUARE-
COLUMNS: OR
AS SPEC'D
W/ 2- 14" S.L.
16" TRANSOM ABv.
COVERED
1 FRONT PORCH
32 -(o'
NUMBER OF RISERS
TO BE DETERMINED
BY FINAL GRADE
4 ^,`n 4�-•, II 11_111 T-111 �1 111 1' 111 4'-311 5 -.. � J
9'-6" 19'-4" 36'-1011
�1
=�0
Z
N
0's
O
00
W
n
�
a
ABv.
N
N
_
z
o
�
a
a
00a0
I
�
o
-----
�
COAT CLOSET
LIN. 0
•
--,I
—
^
' �<�Y 1
I
----- -----
N
----------
---
3ro
MUDROOM
C
4X4
----- -----
POST
3'-01'
I'-�"
BATH #2
9' FLAT GLC.
1
�4
BUTLER'S
----- -----
2'-4
I
'
i
PANTRY
UP 16R 9-1/2"
----------
2-8!�" 1'-91�"
5'-11'
;
6'-I°
S,
N
I
O
1
4'-0"
If)
9'-O"
=
_
-
---
--
�n
---------- N
4'-0" A
CH 3'-0" ARC4
O
S"
-01.
COATS
8'-6" FLAT CLG. N
a)
--3-0
r-------
------------------
\
�+
I
1
'3'-0" FLAT CLC.
O
GRIT
i
1
'� �8'-O° ARCH -
-1
4'4"
3'-8"
4'-10'
'
i
1 2'-0"
2X12 WALL- - -
LAUNDRY
I
-- - - - - - - --
1
1
1
,
O
Wl
I
6'-101°
1
13'-1° i
i/
8'-I1°
13'-211
DROP
MG
-
Q
DINING ROOM
I I
FOYER
(p
S1N
J
,(,
OFFICE/ MUSIC `(
DOWN
' !t)
TRAY GLC.
1
1 U
=
IRON
(1 T
DROP CLS. 6"
i 4I 1
2-5TORY GLC.
g' FLAT CLG-1
O
i
ALL AROUND
Q
Z D
z
I
1
I
1 1
1 11
2X6 WALL
:T
HDR. H7,1
A
----------
---------------- I
i II
D1-42832-1
l'-6' HDR. HT,
l'-6° HDR. HT,
DH2832-I
DH2832-I
3 -O" X a'-8" DOOR UNIT
DH2832-I DH2832-1
O 10" -SQUARE-
COLUMNS;
QUARE-
COLUMNS: OR
AS SPEC'D
W/ 2- 14" S.L.
16" TRANSOM ABv.
COVERED
1 FRONT PORCH
32 -(o'
NUMBER OF RISERS
TO BE DETERMINED
BY FINAL GRADE
4 ^,`n 4�-•, II 11_111 T-111 �1 111 1' 111 4'-311 5 -.. � J
9'-6" 19'-4" 36'-1011
�1
=�0
I.1
pm
p"
p"
00
GENERAL PLAN NOTES: W
zI
00
1) THE CONTRACTOR SHALL vE'RIFY ALL CONDITIONS AND JUDGE l
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP Q
TO THE BUILDING SITE, AND EXISTING GRADES. r-
2) THESE DRAWINGS SElii 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 BUI_DING CODES, IT IS THE CONTRACTORS FULL W
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND n(n
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE �J m
OF THEIR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITYry
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS,
3) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, O
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS/-y� L C
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN. l��_
4) ALL WINDOW SIZES LISTED ARE BASIC GLASS SIZES AND MAY VARY
BASED ON SUPPLIER, ALL FINISHES AND ROUGH OPENINGS
MUST BE VERIFIED BY OWNER/ CONTRACTOR. ry
5) ALL WALLS W/ BRICK ARE l-1/2", ALL OTHERS TO BE 3-1/2" UNLESS
NOTED OTHERWISE ON PLANS, 0
(o) ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS 0
NOTED ON PLAN FOR GIVEN AREA, I C
11 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.
�J ' ^
)
W ►—
LL
MAIN FLOOR PLAN Q
SCALE: 1/4" = 1'-0" 2,100 S.F.
7mt
MENEM
OMNI
lam I
PRINT May 10, 2004
DATE:
DRAWN BY: K. HAWKINS
SCALE: As SHOWN
REVISIONS:
MARCH 19, 2004
APRIL 09, 2004
APRIL 13, 2004
SHEET:
r
r
f`
Z
N
0's
O
00
W
n
�
a
N
N
?
z
o
�
a
a
00a0
I
�
o
(:
�
�
X
--,I
I.1
pm
p"
p"
00
GENERAL PLAN NOTES: W
zI
00
1) THE CONTRACTOR SHALL vE'RIFY ALL CONDITIONS AND JUDGE l
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP Q
TO THE BUILDING SITE, AND EXISTING GRADES. r-
2) THESE DRAWINGS SElii 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 BUI_DING CODES, IT IS THE CONTRACTORS FULL W
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND n(n
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE �J m
OF THEIR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITYry
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS,
3) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, O
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS/-y� L C
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN. l��_
4) ALL WINDOW SIZES LISTED ARE BASIC GLASS SIZES AND MAY VARY
BASED ON SUPPLIER, ALL FINISHES AND ROUGH OPENINGS
MUST BE VERIFIED BY OWNER/ CONTRACTOR. ry
5) ALL WALLS W/ BRICK ARE l-1/2", ALL OTHERS TO BE 3-1/2" UNLESS
NOTED OTHERWISE ON PLANS, 0
(o) ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS 0
NOTED ON PLAN FOR GIVEN AREA, I C
11 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.
�J ' ^
)
W ►—
LL
MAIN FLOOR PLAN Q
SCALE: 1/4" = 1'-0" 2,100 S.F.
7mt
MENEM
OMNI
lam I
PRINT May 10, 2004
DATE:
DRAWN BY: K. HAWKINS
SCALE: As SHOWN
REVISIONS:
MARCH 19, 2004
APRIL 09, 2004
APRIL 13, 2004
SHEET:
r
r
f`
NOT TO SCALE:
I
S,
1 1
DH2826-1 DI42826-I
36° ARGN TOF W/ p�42826-I
2- 2' FLANKERS
D-12826-I
---------------------------------------------------------------------------------- ------
4'-4'h 5'-lig° l'-8i� 3'-2 4'-3' I'_I" _I 3
00
11
36 '-10°
SECOND FLOOR PLAN
SCALE: 1/4° = 1'-0" 1,930 S.F,
Emom Mimi
MEMEMMEM
Yq
SE
NMONEEMEN
MOMMEMME
:NMMMMMMMMM
PRINT May 10, 2004
DATE:
DRAWN BY: K. HAWKINS
SCALE: AS SHOWN
REVISIONS:
MARCH 19, 2004
APRIL 09, 2004
APRIL 13, 2004
SHEET:
5
0
0
N
0
I
C-0
-,�
N
1
00
U
v
N
GIN
00
W
W
OLd
N
N
"qNN
W ry -' J
C.� n m
p
z
n
Z
�y
a�
o
Q
d
J
1
N
o
n
o
ry
LL �
o
ry
=P
01
1
Emom Mimi
MEMEMMEM
Yq
SE
NMONEEMEN
MOMMEMME
:NMMMMMMMMM
PRINT May 10, 2004
DATE:
DRAWN BY: K. HAWKINS
SCALE: AS SHOWN
REVISIONS:
MARCH 19, 2004
APRIL 09, 2004
APRIL 13, 2004
SHEET:
5
0
0
N
0
I
C-0
-,�
N
1
00
• z Do
n
W
W ry -' J
C.� n m
�y
a�
o
M Ln C
W cQ �.
ry
LL �
o
ry
=P
01
1
LI_ ~
Q �
0
Emom Mimi
MEMEMMEM
Yq
SE
NMONEEMEN
MOMMEMME
:NMMMMMMMMM
PRINT May 10, 2004
DATE:
DRAWN BY: K. HAWKINS
SCALE: AS SHOWN
REVISIONS:
MARCH 19, 2004
APRIL 09, 2004
APRIL 13, 2004
SHEET:
5
0
0
N
0
I
12
!X& %UTTER BOARD
�c
5-1/4 CROWN 1"f01 --DINS
-IiQ"X12 TRIM BOARD
10" COLUMNS: OR
Aa SPEC'D
I
DETAIL A-1
TRIM BOARD
TRIM BOARD
5/4" TRIM BOARD
1-1/8'X2 TRIM BOARD
1-1�&"X4 TRIM BOARD
DETAIL A-4
TYPICAL. FRAME ROOF
5�- INGLES AS SPECIFIED
1/1(o ROOPN<S SHEATHIN'2r
2x9 RID!3EBOARD
2x�c RAFTERS i a" o.c. OR Aa R?-^''-; FOR 514N
2X4 COLLAR TIES -D 4g" O.C.
2Xro CEILS JOISTS a 10'' c.c. OR Aa REG''D AOR 5PAIN w,
2x4 RIBBON TIE
R3S BATT INSLiL,
C� MIL POLE V_B.
2' DRY"WA's?_ TAPED 4 S-ANDED
T"TICAL 2X4 6117-!N�S EXTERIOR
COMPOSIT'ON SIDINr
TY✓EK I -{OUSE w!RAP
x/16 " WALL 64EATHINC3
2x4 STUDS
R13 BATt INSULATION
6 MIL POLY ✓.B-
/2" DRYWALL
TAPED AND SANDED
PROVIDE I " AIR CTAP
OR HOUSE WRAP AT
ALL EXTERIOR WALL SURFACE-
TYPICAL 2X4 BRICK EXTERIOR WALL:
BRICK 'VENEER
-1 S41,IGE CORRU!34TED
CsALVANIZED METAL BRICK TIES
TYVEK HOUSE WRAP
1/2" INSUL. SHEATHINS
2x4 STUDS � 161' o.c.
R13 BATT INSULATION
6 MIL POLY /.B.
1/2" DRYWALL TAPED AND SANDED
TYPICAL SII -L ASSEMBLY:
1/2" DIA, ANCHOR BOLT lz 121' O.c,
2x4 PREaaUFRE TREATED SILL PLATE
1/4" SILL C=ASKET
WEEP HOLES AT
SECOND COURSE
OF BRICK MAX.
aPAGINS OF 33"
HORIZONTAL NO, 4
REBAR IN UPPER
12" OF 10" WALL
METAL PLASHING= FROM
TOP OF CONC, LJ—'LL ROLL
OVER BRICK LEDGE
UNBALANCED BACKFILL HT.
NOT TO EXCEED
TYPICAL 10" BASEMENT WALL
1/2" DRYWALL
mil POLY VAPOR BARRIER
2"
x 4" STUDS 1@ 24" o.c.
BATT INSULATION
CONCRETE FOUNDATION WALL
ASPHALT DAMPPROOFIN/
TIED IN TO SUMP PUMP
TYPICAL WALL SECTION DETAIL:
3-1/4° CROWN r"OLDINS
1-1/8"X8 TRIM BOARD
5/4" TRIM BOARD
1-1/8"X2 TRIM BOARD
1-1/0"X4 TRIM BOARD
lfo'l TRANSOM
2X4 TRIM BOARD
2X4 TRIM BOARD
DETAIL A-5
R -VALUES:
GLG. INSULATION R-38
1/2" DRYWALL
R-,45
INSIDE AIR FILM
R.-68
2X4 STUD WALL W/ BATT
R-13
1/2" 1-116 4 R INSUL SHEATHING=
R-4,6
OUTSIDE AIR FILM
R -.1l
1/2" COMPOSITION SIDING
R-1,05
TOTAL R -VALUE
R-19,95
R -VALUES:
CLG. INSULATION R -3a
1/2" DRYWALL
R-.45
INSIDE AIR FILM
R,-68
2X4 STUD WALL W/ BATT
R-13
1/2" HIGH R INSUL SHEATHING
R-4,6
OUTSIDE AIR FILM
R-.1'1
3/4" AIR SPACE
R-1.0
4" BRICK VENEER
R -.S
TOTAL R -VALUE
R-20.7
ROOF FLAN
SCALE: 1/4" = 1'-0"
U
Ld 4) N X00
W^ n
~
d O N N
J
N N
Z _0 Z
co
p
O
p pQ
Q<1 J I N
L_ll N
Q d
X
Q
P"
1■�I
[I■■y
1
P"
Rai
1
I
00
W r4-�
•z 00
— O d-
El:�w
LLJ
��r�n�
D
O
m
Lo
LL -
0
Z
LZ
II
--D
0
PRINT May
DATE:
10, 2004
DRAWN BY: K. HAWKINS
SCALE:
AS
SHOWN
REVISIONS:
MARCH 19,
2004
APRIL 09,
2004
APRIL 13, 2004
SKEET:
I
r
I
I
a
IIS
I
I
I
I