HomeMy WebLinkAbout1433.97.44' -3 1/2"
I "1' -3 112 "
2547
O-- — — —�
O36" VAN.
TILE
8' -5" 3 1/2" 2 -4 51-011
2' -8
2 -4
N
m
(V
r G7UEST ROOM
-� GARPET 2' -4"
•--
10' -3"
3525
_0 3551 -2
7
Window Scheduk
NUtr16ER
WIDTH
HE16HT
11' -5 112"
3525 -3
8' -"1 3/4"
7' -0 3/4"
3551 -3
3525
2' -II 3/4"
7' -O 3/4"
3551
5' -q 112"
2325-2
2335 -2
3' -10 3/4"
5' -0 3/4"
2125
2' -5 3/4"
540 3/4"
2141
2' -O" 2' -4"
7225
6' -01,
8' -15/8"
7281
RGH 3541 RGH 3541
R H
25 TRANS
1' -0"
8' -1 7/8"
7281 -3
Ill
355"1
2' -II 3/4"
4' -11 3/4"
234
1' -II 3/4"
8' -II I/2"
2351
355"1 3551 3551
212
2125
2' -5 3/4"
7' -0 3/4"
2g5q
10' -7 3/4" HDR.
3541
2' -II 3/4"
8' -II 112"
355"1
-
9
352
2' -II 3/4"
7' -O 3/4"
3551
`r
d
2325
1' -11 3/4"
7' -0 3/4"
235"1
?
®8' -1 314"
3541
2' -11 3/4"
5-53/4"
5141
4' -11 314"
3' -5 3/4"
2125
I' -1 3/4"
7' -O 3/4"
2151
�
4751
4-125
3' -II 3/4"
7' -0 3/4"
4751
3' -1
HOT ALL E=XTE=RIOR
NALL5 IN 112" FROM
FOUNDATION TO ALLOVi
FOR "R" E30ARD �
Square Footage
MAIN LE\/EL 3450
FINISHED BONUS ROOM 324
TOTAL LIVING AREA 37-74
(�ARAGE 611
FRONT PORGH 84
2 -6�
N
3' -51/2"
cp
N N
N�
N mm
m
�D
O
O
iv
N
N
IT)
N
O
O
0
86' -4"
N
m
O
N
q' -6 1/2"
WOOD FL. c,vvr\ i yr
0 10' GLG.
K I TOHEN
n 14' -31/2"
BEVELED
DOOR W/ 7
2' -0" 12' -4"
2'-0"
11' -5 112"
2'-0"
E - XPOSEO P
R.O. 44 1/4'
3' -10" 3' -10" 2' -4"
2' -0"
2' -6 112" 3'-1 1/2"
5' -q 112"
2' -O" 2' 4"
x
3' -10" 3' -10"
2' -4"
2' -O" 5' -5 I/2"
OPENING
ICE LINE
2' -O" 2' -4"
r-
f 41
RGH 3541 RGH 3541
R H
3525 3525 3525
Ill
2 2
Qu 355"1
3551 355"1
50UNO INSU
ATE
355"1 3551 3551
212
2141
(2)2x l 2's
o
,
10' -7 3/4" HDR.
J' O
�Q
-
9
7525
N
'L
`r
d
m
?
®8' -1 314"
C`! "7581
=
N
N
N
�
4751
3' -1
UP
WEATHER
N
42"
HIGH WALL
N -
STRIPPING
-
H
32' -1 1/2"
fl
I/b
ON INSIDE
N
�l
D I }� I N�
OM
I I
=
N
3/0
N
-O"
OF DOORS
2' -6 112 "
00/
-z '/i
,-
U
N
L
I
W
WOOD u�
-- G
v
T)/
2 PG. GROWN
T
7 ' -2 "
3' -IC
O.
CHAIR RAIL
D
HEARTH ROOM
ROI' -I
LAUNDR
O v
HOSE
I ^ I
�
'
PICTURE FRAME APPLIED N
O
=
���
pj
BIBB
-
N
i
PY Y�I��
WAIN50017
11000 FL.
'�
6
_j
10' GLG.
J
I
21' -7 1/2"
0& -q 3V4
"HDR.
z
Q
I
I to
I
14" BOOK 5HELVE5
di
O
-
-8' I
MBU42 PRE -FAB FIREPLAGE
1/2"
—
17' -II I/2..
0Y
N
�
W/ 20" FLUSH HEARTH
TOP OF MANTLE ® 50 112" A.F.F.
N
WEATHER
STRIPPING
SOLI
BLOCKING
�
R.O. ®47 5/16 W.x38 7116" T.x23" D.
ON IN51DE
12
IARGHE,:Cl
OPENIG
114111
L I E3R
R I
R
^�
— - - - --
- - -
- --
1' -0"
-
,
N
GROWN
N
— —
T
j�
10' GLG. O
— — — — — — —
— — —
—
I \
to
O
_
12' GLG. I
N
N
m
O
N
q' -6 1/2"
WOOD FL. c,vvr\ i yr
0 10' GLG.
K I TOHEN
n 14' -31/2"
q' -11 112
4' -2 112 "
J
x
�t
m
9`3 1/2"
r
:
r
N
20' -8"
4' -7 1/2" I _ 3' -1 1/2" _I_ 3' -I I/2" _ 1 _ 4' -4"
3525 =3
355 "1 -3
W/ TRANSOM
MASTER SUITE
CARPET
2 PG. GROWN
10' GLG.
COLUMN 6
m L I Y I I C_2 ROOM
m
MBU42 PRE -FA FIRE LAGS F�
W/ 20" FLUSH HEARTH 2 PG. GROWN 4/0 BI WING
TOP OF MANTLE @ 5C 1/2" A.F.F. 12' GLG.
R.O.@47 5/16 V4.> 38 7 6" T.x23" D.
OVEN O
2' -2" Q O
KEY
m
-� 21' -1 1/2"
2/6
c0
2 1/2' N
O �
W G
4' -g 1/ _"
5'- 1/2"
4 "LSTEP
HEAT DUCT IN GARAGE
22' -2 1/2"
NET BAR
PROVIDE 5/8" TYPE "x" FIRERATED GYP
BOARD AT ALL GOMP -ION WALL5 AND
BOTTOM OF DEGKIN6 ABOVE
2 OAR C�ARAC�E
INSULATE, DRYWALL, PAINT
STAINED FLOOR
�r
4' -O" 3' -6" _ _ 3' -0" _ I - 5' -1
8' -3 1/2"
1'-411 cill
4,-
3'-
WOOD N
1' -2
IHI
cv I GAR.PE
m I O
I '
I �
11' -0 1/2"
4' -q
4/0 015WIN6
LIN.
GAB.
SOUND
it G T INSULATE
13
r-
15"
2/4 — -
BEVELED
DOOR W/ 7
GLAS.,
RANSOM BLOCK
5-6, 12
E - XPOSEO P
R.O. 44 1/4'
X 11 1/2' A6 RE6ATE N
-
5/0
x
4' -I"
MICRO.
OPENING
ICE LINE
2' -6 1/2" 1' -4" j
r-
OV R D
2'
Ill
2 2
50UNO INSU
ATE
212
2141
(2)2x l 2's
o
,
m 10' O"
3' -6"
�Q
215
2' -2 112'2'
-0"
o
I
I
d
m
®8' -1 314"
HDR.
4751
3' -1
UP
N
42"
HIGH WALL
i
TILE
I
H
_
cV
O
N
3/0
-O"
2' -6 1/2"
2' -6 112 "
00/
-z '/i
U
N
L
I
W
_
-- G
T)/
T
7 ' -2 "
3' -IC
D
W
ROI' -I
LAUNDR
—
HOSE
I ^ I
INK
°
���
pj
BIBB
i
PY Y�I��
Q
_j
I
0& -q 3V4
"HDR.
z
Q
q' -11 112
4' -2 112 "
J
x
�t
m
9`3 1/2"
r
:
r
N
20' -8"
4' -7 1/2" I _ 3' -1 1/2" _I_ 3' -I I/2" _ 1 _ 4' -4"
3525 =3
355 "1 -3
W/ TRANSOM
MASTER SUITE
CARPET
2 PG. GROWN
10' GLG.
COLUMN 6
m L I Y I I C_2 ROOM
m
MBU42 PRE -FA FIRE LAGS F�
W/ 20" FLUSH HEARTH 2 PG. GROWN 4/0 BI WING
TOP OF MANTLE @ 5C 1/2" A.F.F. 12' GLG.
R.O.@47 5/16 V4.> 38 7 6" T.x23" D.
OVEN O
2' -2" Q O
KEY
m
-� 21' -1 1/2"
2/6
c0
2 1/2' N
O �
W G
4' -g 1/ _"
5'- 1/2"
4 "LSTEP
HEAT DUCT IN GARAGE
22' -2 1/2"
NET BAR
PROVIDE 5/8" TYPE "x" FIRERATED GYP
BOARD AT ALL GOMP -ION WALL5 AND
BOTTOM OF DEGKIN6 ABOVE
2 OAR C�ARAC�E
INSULATE, DRYWALL, PAINT
STAINED FLOOR
�r
4' -O" 3' -6" _ _ 3' -0" _ I - 5' -1
8' -3 1/2"
1'-411 cill
4,-
3'-
WOOD N
1' -2
IHI
cv I GAR.PE
m I O
I '
I �
11' -0 1/2"
4' -q
4/0 015WIN6
LIN.
GAB.
SOUND
it G T INSULATE
13
r-
15"
2/4 — -
12 B JLKHEAP
GARPET
mO
m
4 18 B LKHEAD
7' -II 112"
COLA S TILE
BLOC -K APROAGH
6
NA LL 2' -
TEP DOW
3' -2" ALK I
ON
4' -6'
CORNER
2/6 SEAT
SOUND INSULATE
3' -0"
N
dJ
-8"
3 I/2" I 8' I N
5/0 FRENCH DOORS \
W/ 24" TRANSOM OVER
42"
42" GU TOM 352 -3 ® 8' -11 3/4" HDR.
CORAT I VE 3551 -3
BEVELED
DOOR W/ 7
GLAS.,
RANSOM BLOCK
5-6, 12
E - XPOSEO P
R.O. 44 1/4'
X 11 1/2' A6 RE6ATE N
-
5/0
x
4' -I"
10' -5 "
OPENING
2' -6 1/2" 1' -4" j
r-
OV R D
2'
Ill
i�ORGH
(2)2x l 2's
o
,
CHASE
-
N
o
I
I
d
r�
3' -1
UP
5' -8" q
I
H
_
HOR 10' -O"
O
- —
2 -6
GARPET:
I
_
-- G
I
T
7 ' -2 "
—
- --
I ^ I
i
PY Y�I��
Q
_j
I
z
Q
I
I to
I
14" BOOK 5HELVE5
di
O
16'
-8' I
3
1/2"
17' -II I/2..
0Y
�
I
I
12
114111
L I E3R
R I
GARPET
1' -0"
,
GROWN
T
j�
10' GLG. O
12"
J
I \
to
GROWN
_
12' GLG. I
N
x
N
TILE
12 B JLKHEAP
GARPET
mO
m
4 18 B LKHEAD
7' -II 112"
COLA S TILE
BLOC -K APROAGH
6
NA LL 2' -
TEP DOW
3' -2" ALK I
ON
4' -6'
CORNER
2/6 SEAT
SOUND INSULATE
3' -0"
N
dJ
-8"
3 I/2" I 8' I N
5/0 FRENCH DOORS \
W/ 24" TRANSOM OVER
42"
42" GU TOM 352 -3 ® 8' -11 3/4" HDR.
CORAT I VE 3551 -3
r
72' -8"
4' WIDE WALK
TO CURVE BAGK TO
DRIVE
3' -10" 14' -8 112"
25' -2 I/2"
It
c0
N
v
O
IT
_j N
u�
Q �O
�t D-1
Q
x
mN
�O
m
N
N
m
tt
N
m
Design Loads:
FLOOR 40 PSF LIVE LOAD
10 P5F DEAD LOAD
ROOF 30 PSF LIVE LOAD
10 P5F DEAD LOAD
Design Loads:
I. THE CARPENTER SHALL CAREFULLY LAY OUT AND
ERECT ALL STRUCTURAL MEMBERS OF ROUGH CARPENTRY,
FRAMING, SHEATHIN6, AND BRIDGING. ALL MEMBERS
SHALL BE PROPERLY PLUMBED, LEVELED, AND BRACED
UNTIL ALL STRUCTURAL GONWEGTIONS ARE IN PLACE.
A SUFFICIENT NUMBER OF NAILS, SCREWS, AND BOLTS
SHALL BE USED TO INSURE THE RIGIDITY OF THE
CONSTRUCTION.
2, FRAMING LUMBER SHALL CONFORM WITH NATIONAL
PES16N SPECIFICATIONS FOR STRESS GRADE LUMBER
AND ITS FASTENINGS.
JOISTS AND ALL OTHER:
NO.2 DOUGLAS FIR LARCH OR YELLOW PINE
Fb = 1450 psi
Fc = 1000 psi
E = 1,160,000 pcil
3. ALL FIRST FLOOR SILL PLATES, CRAWL SPACE
FRAMING, AND STRUCTURAL MEMBERS EXPOSED TO
WEATHER 5HALL BE WOLMANIZED PRESSURE TREATED.
4. ROOF TRUSS DESIGN, SPECIFICATION, AND ERECTION
PROCEDURE TO BE SUPPLIED BY THE TRUSS MANUFACTURER.
5. MICRO -LAM BEAM STRUCTURAL PROPERTIES,
Fb = 2800 p51
Fc = 2,700 p5I
E = 2,000,000 p5I
6. PROVIDE DIAGONAL BRACING AT ALL EXTERIOR
CORNERS.
'7. FRAMING OVER GIRDER AND BEARING PARTITIONS.
JOISTS MAY BE BUTTED TOGETHER OVER THE CENTER
BEARING, PROVIDE JOISTS ARE TIED TOGETHER, OR
JOISTS MAY BE LAPPED AND NAILED TOGETHER.
MINIMUM LAP, 4 INCHES; MAX. OVERHANG, 12"
8. FLOOR JOISTS SHALL BE DOUBLE UNDER EACH
PARALLEL PARTITION.
q. BRIDGING. MAXIMUM 5PAACIN6 10'. BRIDGING SHALL
BE CROSSBRID&ING USIN6 Ix3 INCH BOARDS OR SOLID
BRIDGING OF JOIST DIMENSION. SET SOLID BRID61N6
IN AN OFFSET FASHION.
10. WALL d PARTITION FRAMING. UNLE55 OTHERWISE
SHOWN SPACE 5TUD5 ® 16" O.G. DOUBLE 5TUD5 AT
OPENINGS. CONSTRUCT PARTITION CORNERS WITH NO
LESS THAN 3 FULL MEMBERS. WALL5 AND BEARING
PARTITIONS SHALL HAVE DOUBLE TOP PLATES.
PLATES RESTING ON MASONRY OF CONCRETE SHALL BE
ANCHORED WITH BOLTS.
cv II. GLUE 5U5-FLOOR U51N6 RECOMMENDED ADHESIVE,
.9 APPLY 6LUE BEAD TO FRAMING AND ALONG PANEL
,9 GROVE EDGES, NAIL W/ IOD NAILS @ 12" O.G.
12. PROVIDE NAILER5, NAILING STRIPS, AND GROUNV5
AS NECESSARY AND RIGIDLY SECURE IN PLACE FOR
ATTACHMENT OF TRIM, FINISH, AND OTHER WORK,
13. J015T HAN6ER5 c, ALL FLUSH BEAMS SHALL BE MIN.
16 6ALV. STEEL, AND PROPERLY 51ZED TO ACCEPT
JOISTS.
fJ
N
i°
N
O 5' -II" 5-II" ' -2 112
II' -g 1/2"
6ARA6E WALL BELOW
STORAC -7E AREA FLAN.
BEVELED
DOOR W/ 7
GLAS.,
RANSOM BLOCK
ABO
E - XPOSEO P
R.O. 44 1/4'
X 11 1/2' A6 RE6ATE N
-
-
x
2' -6 1/2" 1' -4" j
r-
OV R D
3112"
i�ORGH
(2)2x l 2's
o
,
r
72' -8"
4' WIDE WALK
TO CURVE BAGK TO
DRIVE
3' -10" 14' -8 112"
25' -2 I/2"
It
c0
N
v
O
IT
_j N
u�
Q �O
�t D-1
Q
x
mN
�O
m
N
N
m
tt
N
m
Design Loads:
FLOOR 40 PSF LIVE LOAD
10 P5F DEAD LOAD
ROOF 30 PSF LIVE LOAD
10 P5F DEAD LOAD
Design Loads:
I. THE CARPENTER SHALL CAREFULLY LAY OUT AND
ERECT ALL STRUCTURAL MEMBERS OF ROUGH CARPENTRY,
FRAMING, SHEATHIN6, AND BRIDGING. ALL MEMBERS
SHALL BE PROPERLY PLUMBED, LEVELED, AND BRACED
UNTIL ALL STRUCTURAL GONWEGTIONS ARE IN PLACE.
A SUFFICIENT NUMBER OF NAILS, SCREWS, AND BOLTS
SHALL BE USED TO INSURE THE RIGIDITY OF THE
CONSTRUCTION.
2, FRAMING LUMBER SHALL CONFORM WITH NATIONAL
PES16N SPECIFICATIONS FOR STRESS GRADE LUMBER
AND ITS FASTENINGS.
JOISTS AND ALL OTHER:
NO.2 DOUGLAS FIR LARCH OR YELLOW PINE
Fb = 1450 psi
Fc = 1000 psi
E = 1,160,000 pcil
3. ALL FIRST FLOOR SILL PLATES, CRAWL SPACE
FRAMING, AND STRUCTURAL MEMBERS EXPOSED TO
WEATHER 5HALL BE WOLMANIZED PRESSURE TREATED.
4. ROOF TRUSS DESIGN, SPECIFICATION, AND ERECTION
PROCEDURE TO BE SUPPLIED BY THE TRUSS MANUFACTURER.
5. MICRO -LAM BEAM STRUCTURAL PROPERTIES,
Fb = 2800 p51
Fc = 2,700 p5I
E = 2,000,000 p5I
6. PROVIDE DIAGONAL BRACING AT ALL EXTERIOR
CORNERS.
'7. FRAMING OVER GIRDER AND BEARING PARTITIONS.
JOISTS MAY BE BUTTED TOGETHER OVER THE CENTER
BEARING, PROVIDE JOISTS ARE TIED TOGETHER, OR
JOISTS MAY BE LAPPED AND NAILED TOGETHER.
MINIMUM LAP, 4 INCHES; MAX. OVERHANG, 12"
8. FLOOR JOISTS SHALL BE DOUBLE UNDER EACH
PARALLEL PARTITION.
q. BRIDGING. MAXIMUM 5PAACIN6 10'. BRIDGING SHALL
BE CROSSBRID&ING USIN6 Ix3 INCH BOARDS OR SOLID
BRIDGING OF JOIST DIMENSION. SET SOLID BRID61N6
IN AN OFFSET FASHION.
10. WALL d PARTITION FRAMING. UNLE55 OTHERWISE
SHOWN SPACE 5TUD5 ® 16" O.G. DOUBLE 5TUD5 AT
OPENINGS. CONSTRUCT PARTITION CORNERS WITH NO
LESS THAN 3 FULL MEMBERS. WALL5 AND BEARING
PARTITIONS SHALL HAVE DOUBLE TOP PLATES.
PLATES RESTING ON MASONRY OF CONCRETE SHALL BE
ANCHORED WITH BOLTS.
cv II. GLUE 5U5-FLOOR U51N6 RECOMMENDED ADHESIVE,
.9 APPLY 6LUE BEAD TO FRAMING AND ALONG PANEL
,9 GROVE EDGES, NAIL W/ IOD NAILS @ 12" O.G.
12. PROVIDE NAILER5, NAILING STRIPS, AND GROUNV5
AS NECESSARY AND RIGIDLY SECURE IN PLACE FOR
ATTACHMENT OF TRIM, FINISH, AND OTHER WORK,
13. J015T HAN6ER5 c, ALL FLUSH BEAMS SHALL BE MIN.
16 6ALV. STEEL, AND PROPERLY 51ZED TO ACCEPT
JOISTS.
fJ
N
i°
N
O 5' -II" 5-II" ' -2 112
II' -g 1/2"
6ARA6E WALL BELOW
STORAC -7E AREA FLAN.