HomeMy WebLinkAbout116'x30'
LOUVERED GABLE
VENT
BRICK SOLDIER
COURSE
1x6 R.S, WOOD
WINDOW WRAP
ROOF VENTS
( 7) REQUIRED
SHINGLES AS
SPECIFIED
SADDLE ROOF
AS REQUIRED
1x6 R,S, FASCIA
BOARD
1x4 R,S, FREEZE
BOARD
1x8 R.S. PATTERN
LP LAP SIDING
1x8 R.S. BAND
BOARD
BRICK SOLDIER
COURSE
SHINGLES AS
SPECIFIED
1x8 R.S. GABLE
RAKE BOARD
lx6 R.S. GUTTER
BOARD
1x4 R.S. FREEZE
BOARD
16`x30"
LOUVERED GABLE
VENT
BRICK SOLDIER
COURSE
1x6 R,S, WINDOW
WRAP
BIG BIRD BOX
I i i i ilx8 R.S. WUUIV I I
iTRIM
I I I I i I I I
I I I I I i I I
I I I I I I I I
I I I I I I I
FRONT ELEVATION SCALE: 1/8' =1'-0"
REAR ELEVATION =«,Ed ,.-O
SHINGLES AS
SPECIFIED
1x6 R.S. FASCIA
BOARD
1x4 R,S, FREEZE
BOARD
BRICK SOLDIER
COURSE
1x4 R.S. CORNER
BOARD
1x8 R,S. PATTERN
LP LAP SIDING
lx8 R,S, BAND
BOARD
BRICK VENEER
Li SHINGLES AS
SPECIFIED
z
IC�•'1'
NOTE: LEAVE 18' BETWEEN
VALLEY AND FACE OF BRICK
WE
RIGHT SIDE ELEVATION
12 12
SCALE: 1/8' =1'-0"
ROOF FRAMING PLAN
.,LEFT SIDE ELEVATION
SCALE: 1/16'=1'-0'
SCALE: 1/8' =1'-0'
ROOF VENTS
(4) REQUIRED
SHINGLES AS
SPECIFIED
lx6 R,S, FASCIA
BOARD
1x4 R,S. FREEZE
BOARD
BRICK SOLDIER
COURSE
1x12 R.S. WOOD
ARCH
OPTIONAL ROOF A SCALE ,,e -O
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w 1x8 R.S,
PATTERN
LP LAP
SIDING
w
w 1x4 R.S,
CORNER
BOARD
1x8 R,S,
BAND
IC�•'1'
NOTE: LEAVE 18' BETWEEN
VALLEY AND FACE OF BRICK
WE
RIGHT SIDE ELEVATION
12 12
SCALE: 1/8' =1'-0"
ROOF FRAMING PLAN
.,LEFT SIDE ELEVATION
SCALE: 1/16'=1'-0'
SCALE: 1/8' =1'-0'
ROOF VENTS
(4) REQUIRED
SHINGLES AS
SPECIFIED
lx6 R,S, FASCIA
BOARD
1x4 R,S. FREEZE
BOARD
BRICK SOLDIER
COURSE
1x12 R.S. WOOD
ARCH
OPTIONAL ROOF A SCALE ,,e -O
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0
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GENERAL NOTES:
1. FIRST FLOOR WALLS ARE TO BE
9-1 1/8' TALL EXCEPT WHERE
NOTED.
BATH NOTES0
:
1. BATH BULKHEAD - 12' HORIZONTAL x 8' VERTICAL
2. TEMPORARY TUB / SHOWER ACCESS:
2x6 HEADER UNDER TOP PLATES WITH
2x4 ON BOTTOM, OPENING SIZE INDICATED
TO BE CONSIDERED MINIMUM,
FRAMING NOTES;
1. PLYWOOD OVER ALL DEAD SPACES,
2. ALL INTERIOR DOOR JACKS 81 3/4'
(83 1/4' FLOOR TO BOTTOM OF HORIZONTAL)
EXCEPTED WERE NOTED,
3. WINDOW NOTE: JACKS 81 7/8'
(81 3/8:" FLOOR TO BOTTOM OF HORIZONTAL)
EXCEPT WERE NOTED.
4, NONBEARING HEADERS 2x4 FLAT WITH
CRIPPLES - FIRST FLOOR.
5. BLOCKING - 2x6 @ 24' ON CENTER FLAT
UNDER ALL WALLS RUNNING FRONT TO BACK,
6. D❑ NOT SHEET BAND BOARD - MEASURE
IN 4' ON FLOOR DECK FOR INSIDE OF STUD
WALL - ALL FLOORS,
7. ON ALL DOOR CLEARNACES PROVIDE 11' OVER
DOOR SIZES OR 4 1/2' TO EACH SIDE OF DOOR
ROUGH OPENING.
OVEN NOTES. -
1.
5' -6' ABOVE FIRST FLOOR - TOP OF MICROWAVE
R.O, 24"x18 3/4'
2. LEAVE 4' SPACE BETWEEN MICRO/OVEN
3. OVEN R.O, 28 1/2"x28 1/4'
4, LARGER R,O. 28 1/2"x51 15/16' FOR OPTIONAL
DOUBLE OVEN,
5. COOK BOOK SHELF R.O, 4 1/2' ABOVE
OVEN R,O. - HEIGHT 29'
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(2)5042 GLASS BLOCK 3'-4'
R.❑.4'-2 3/4'x3'-6 3/4'
TT❑M OF HEADER
-10' ABOVE SECOND
DOR
v
c�
SECOND FLOOR PLAN
2337 S.F.
SCALE: 1/4' =1'-0'
1640-1
114 /4
i'-6 7/16'
OPTIONAL LAYOUT
GENERAL NOTES:
1. SECOND FLOOR WALLS TO BE 8'-i 1/8'
TALL EXCEPT WHERE NOTED.
2 SCALE: 1/4'=I' -O'
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0
22'-0"
ME":
65'-8' FOUNDATION
41'-4"
34'-8"
2'-4"
14'-0" 20'-8"
8'-2' S'-10" 7'-4" 6'-0" 7'-4'
4'-5 1/4" 2'-10 3/ -10 3/4" 4'-5 1/4"
----- ---j rELECT.
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❑PTI❑NAL — — — — — — — -j
VINYL WINDOW I
MASONRY R.O. I I I
51"x64" OR T INSIDE TILE ( I '-4" i
TO OUTSIDE I 19 I
GLYNN VINYL
SEE TILE I i OPTIONAL OPTIONAL
VINYL WINDOW VINYL WINDOW
— — — — — — — — — — — — — — — J ( MASONRY R.O. MASONRY R.O. 1
51"x64" OR 51"x64" OR
I — — — — — — — — — — — — — J 60"x32" SEE 60"x32" SEE
1 GLYNN GLYNN I I
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BEAM POCKET
12" BRICK
BEAM 1 I I I w LEDGE AROUND
POCKET J 1 — I ¢ 6 BEAM POCKET
-----------------------
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5 3/4"x10 3/8" STEEL I I
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COLUMN ON
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I
CONCRETE F❑❑TING 19'-6 1/4"
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2420 SLA.F. � � �
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HEATER Q
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TO OUTSIDE
LINTEL I I — — FURNA E ROUGH -IN I I) I 19'-0 1/2" I i TILE
PICKET I 1--------------- —_ PLUMBING
1 I— -� (— _ II ( 1'-2 L"16'
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NO ANCHOR (,I I—_—_—_—_—_L- _1-_ _-_�_L-_-_�J Ll—_j_— J__U- 1� L`_ -------------- ¢u
------ — I w❑ 12' BRICK
BOLTS AT BEAM I r T — c- w LEDGE AROUND
SUMP#1 L — — _J E — 4�1,
BEAM POCKET
POCKET 1W10x39x40'-7'
10 i\ I I I S 8'x9 7/8' STEEL
4 I I 1 3 1/2" ROUND I ( j 1 BEAM TOP 8'-8" ABOVE
STEEL PIPE M ( 11 1 BASEMENT FLOOR i 1
COLUMN ON
1 I I \ 30'x30'x12'
1 CONCRETE FOOTING n, — — —
OPTIONAL 1' �� ( 2x10 TO BRACE I L — —
I 1 3 CAR GARAGE j i SUMP #2 []F
�— i I WALL
co I 695 GARAGE SLAB S.F. ( 1 i I L --!r w14'-0' o�-4'2'- 13/4" V-311/2-1 3'-7' I 13'-0 i/2' ( I Jw
I ( wz
3'-0 3/4"i ``I
1 1 11 / ( I SERVICE
of 1! 1 8'-6' 0 42" PARTIAL 24" BRICK
I NO ANCHOR Ij' 1 I I x WALL WITH m PANEL ( LEDGE AROUND
BOLTS AT II 1 L- _ -1 2/4 a o 1x6 WOOD i I BASEMENT
-i u — - Q w . CAP bo r- — — -�
DOOR I Ij 1 w co R❑UGH-IN I Jca
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FROST FOOTING I ❑ N
BELOW GARAGE I I C w ~ I 1
I I -J ,D
DOOR OPENINGS 1 w ~ 3
I � i ED
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! PIT I �II _ _ — — _ ! BEAM LEDGE AROUND I 1
I Ir
LINTEL I it L — — — — — — — — — — — — — — POCKET BEAM POCKET ! I w 12" BRICK
POCKET I -� Ij v I L- —_______________ I¢cY� LEDGE AROUND
— _ — — — — — — _ — --- Iw ❑ BEAM POCKET I
1 I — — —I — — — — — — _ F- I WlOx39xl3'-6 1/2" I I
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I 1 N z I — � I I BEAM TOP 8'-8' ABOVE
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❑A I I I I I VINYL WINDOW
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------------- —------'
— — — — --'�
4'-O"
22'-8"
18'-8"
VflTTNTTl A rrTflXT UT ANT
13'-0'
65'-8' FOUNDATION
.11
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13'-3 1/2"
40'-8"
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0
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I I I I
I I I I I
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I L----------- ---J
min
-11 1/2'
14'-4 1/2"
2' - 4'
m
i
GENERAL NOTES:
I
N 1. BASEMENT WALLS TO BE 9'x8" POURED
IN PLACE CONCRETE WALLS ON 16'x8"
POURED IN PLACE CONCRETE FOOTING.
2, CRAWL/PORCH/GARAGE FOUNDATION
WALLS TO BE EITHER 32`x8" POURED
IN PLACE CONCRETE WALLS OR
(4)COURSES OF 16'x8" CONCRETE
BLOCK ON 16'x8' POURED IN
PLACE CONCRETE FOOTING.
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ENERAL NOTES:
BASEMENT WALLS TO BE 9'x8'° POURED
IN PLACE CONCRETE WALLS ON 16'x8'
POURED IN PLACE CONCRETE F❑❑TING.
CRAWL/PORCH/GARAGE FOUNDATION
WALLS TO BE EITHER 32"x8' POURED
IN PLACE CONCRETE WALLS OR
(4)COURSES OF 16'x8' CONCRETE
BLOCK ON 16'x8' POURED IN
PLACE CONCRETE FOOTING.
7'-0 1/2'x1'-4'
v
i
5'-2'x5'-4'
x
o�
PER PLAN
r �
INTERIOR ELEVATION 0
ENTERTAINMENT CENTER BUILT-IN
SCALE: 1/4' =1'-0'
Res
W
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SHING
SPEC]
15 LE
FELT
7/16'
DECK]
2x8 1
16' ❑
1x6 F
BOAR.
1x8 F
1x2 F
BOAR
1x8 1
L.P. E
1x8
NEW
3 1/
R VE
1' AI
R VE
BRIC
WITF
R VF
TYVE
TOTE
2x8
BANI
2x4
SILL
2' E
5'-E
OF
IF E
USE'.
9'-0
UNB
GRA\
20'x
FOO'
4'0
20-
WALL SECTION #404.1. 1(1)
.2' BATT INSULATI❑N
2 VALUE - 40
?x8 CEILING JOIST
16' ON CENTER
16'x4" SOFFIT VENTS
48' ON CENTER
VAPOR BARRIER
1/2' GYPSUM WALL
BOARD
R VALUE - 0.37
3/4' T & G DECKING
R VALUE - 0.98
2x8 OR 2x10 FLOOR JOIST
16' ON CENTER
ANCHOR BOLTS
6'-0' ON CENTER
SHIN
SPEC]
15 LI
FELT
7/16'
DECK
2x8 1
16' E
1x6 1
BOAR
1x8 1
1x2 I
BOAR
1x8
L.P.
NEW
3 1/
R VF
1' AI
R VE
BRIC
WITE
R VE
TYVE
TOTE
2x8
BANI
2x4
SCALE: 1/2' =1'-0'
WALL SECTION #404.1..1(4)'
12' BATT INSULATION
R VALUE - 40
2x8 CEILING JOIST
16' ON CENTER
16'x4" SOFFIT VENTS
48' ON CENTER
VAPOR BARRIER
1/2' GYPSUM WALL
BOARD
R VALUE - 0.37
3/4' T & G DECKING
R VALUE - 0,98
2x8 ❑R 2x10 FLOOR JOIST
16' ON CENTER
ANCHOR BOLTS
6'-0" ON CENTER
#5 HORIZONTAL REINFORCMENT BAR
@ 30' ON CENTER
ENERGY
SILL
R -VALUES
2' E
10' POURED CONCRETE
5'-E
FOUNDATION WALL
OF
1/2' RIGID INSULATION
IF E
3 1/2' BATT INSULATION
USE
1/2' GYPSUM WALL BOARD
9'-0
TOTAL
UNB
1/2' EXPANSION JOINT
(4) COURSE 16'X80
GRA\
4' MINIMUM CONCRETE SLAB R VALUE - 0.44
16'x
- -
FOO'
4'0
VAPOR BARRIER
4' MINIMUM GRANULAR
FILL R VALUE - 0.92
SCALE: 1/2' =1'-0'
WALL SECTION #404.1..1(4)'
12' BATT INSULATION
R VALUE - 40
2x8 CEILING JOIST
16' ON CENTER
16'x4" SOFFIT VENTS
48' ON CENTER
VAPOR BARRIER
1/2' GYPSUM WALL
BOARD
R VALUE - 0.37
3/4' T & G DECKING
R VALUE - 0,98
2x8 ❑R 2x10 FLOOR JOIST
16' ON CENTER
ANCHOR BOLTS
6'-0" ON CENTER
#5 HORIZONTAL REINFORCMENT BAR
@ 30' ON CENTER
ENERGY
CODE
R -VALUES
BRICK FACING
= 0,80
V AIR SPACE
= 1,33
1/2' RIGID INSULATION
= 3,5
3 1/2' BATT INSULATION
= 13.0
1/2' GYPSUM WALL BOARD
= 0.37
TOTAL
= 19.0
#5 VERTICAL REINFORCMENT BAR
@ 40' ON CENTER
1/2' EXPANSI❑N JOINT
4' MINIMUM CONCRETE SLAB R VALUE - 0.44
VAPOR BARRIER
4' MINIMUM GRANULAR
FILL R VALUE - 0.92
SCALE: 1/2' =1'-0"
SHINGLES AS
SPECIFIED
15 LB. ROOFING
FELT —
7/16' O.S.B. ROOF
SHEATHING -
2x8 RAFTERS
16' ON CENTER —
1x6 R,S, FASCIA
BOARD —
3/8' R,S, PLYWOOD
SOFFIT
1x6 R,S, FREEZE
BOARD —
1x8 R.S, PATTERN
L,P, LAP SIDING
3 1/2' BATT INSULATION
R VALUE - 13.0
TOTAL R VALUE _
2x4 TREATED
PLATE
SILL SEALER
TUFF -N -DRY
WATERPROOFING
R VALUE - 3,1
STONE FILL
4' DRAIN TILE
12' BATT INSULATION
R VALUE - 40
2x8 CEILING JOISTS
16' ON CENTER
8'x6' SOFFIT VENTS
\ 48' ON CENTER
F -
2x4 STUDS
16' ON CENTER
�— VAPOR BARRIER
1/2' GYPSUM WALL
BOARD
R VALUE - 0.37
00
TYPICAL WALL SECTION
SCALE: 1/2' =1'-0'
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1/2'x8° ANCHOR BOLTS
— —
—
48' ON CENTER
-
(4) COURSE 16'X80
-
- -
- LINE BLOCK
4" CONCRETE SLAB
�4'
N
M
GRANULAR FILL
<1#Y
3 1/2' FIBERGLASS BATT
INSULATION OR EQUIV,
;y
ti
. do—
16'x8' CONCRETE
FOOTING
co
16
(2) #5 REINFORCING
BAR
w
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El
w
TYPICAL WALL SECTION
SCALE: 1/2' =1'-0'
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