57 A&B Town Brook Road - SectionsFOOTINGS FC= COLUMNS
SECTION
SECTION B
_'
1/4' - 1•-0' 1/4" V-0"
HEAEDEFR
CONT.X VENT
SIZE OF IHE6QERIAX
SUPPORTING RO ONLY
N 'TH
SUPPORTING 1 STORY ABOVE SUPPORTING 2 STORY A80VE
GTH
MAX NTH MAX N
X 4
4-
N A N A
_ X
X 1
2 1 RIDGE (TYP.)
4- N A
_ X
_
_ NIA
-2 X
X
6'-8" FRONT ENTRANCE N66-4
2 16 COLLAR TIES O 16" O.C.
2
FIRE DOOR
2'-8
X
CONT. RIDGE VENT
C
O.C. @ EDGE
TYPICAL ROOF CONSTRUCTION
6'—Om
X
6-8 6 -0 2 DOOR UNI
D
2 X 12 RIDGE BOARD
1 STEEL 9 LITE2"-8
ASPHALT ROOF SHINGLES OVER
6-8 HEM UARAGE DOOR N66-2
E
14
TYPICAL ROOF CONSTRUCTION
:F--6-
X
- APPROVED SHINGLE BACKING OVER
X 1'-11 3 16
2.38
CIRCLE 'TOP
ASPHALT ROOF SHINGLES OVER
X
6'-6
1/2" EXT. PLYWOOD (FIR) OVER
4
INT.
GISEMENT
APPROVED SHINGLE BACKING OVER
6 -6
H
ROOF RAFTERS (TYPICAL)
X 3'-3 5/16"
2.36
SKYLIGHT
ROTO SV - 14
1/2" EXT. PLYWOOD (FIR) OVER
SHEATHING TO STUDS INTERMEDIATE
8D
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TOP PLATE
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BONUS
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USE "KANT-SAG" RAFTER TIES OR SIMILAR
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I STIPPING O 16" O.C.
TYPICAL WALL CONSTRUCTION
i
WHITE CEDAR SHINGLES ® 5 1/2" T.W.
OVER "TMCK" EXTRIOR
3 1/2" R-13 FIBERGLASS INSUL. (TYP.)
PLYWOOD OVER 2'EX 4` X 7 -4E' STUDS
2 TOP AND 1 BOTTOM
LIVING ROOM
DINING ROOM
BEDROOM
BDR00
® 16" O.C. WITH
PLATE _ 7'-6 1/2" STUD WALL
I
6" R-19 FIBERGLASS INSUL (TYP.)
I
i
6" R-19 FIBERGLASS
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-
3/I PLYWOOD SUBFLOOR
ii
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_
lsl FIN. rt 1
�-
- -- 1'
2 X 10'S O 16' O.C.
3-
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2
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3 1/2" t ;DNC. FILLED STL. COL. (1YP.
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-
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--
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TOP OF FTG.
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_ . 08"
8 X 16" CONT. P.C. FTG.
2'-6" X 2'-E" X 2'-6" POURED CCNC:-
NOTE SEE-
SECTION A FOR TYPICAL NO �.:...:.;::
FOOTINGS FC= COLUMNS
SECTION
SECTION B
_'
1/4' - 1•-0' 1/4" V-0"
I
0
I
0
I -
v
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AL IDWEII_UI N
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21'-6" ;
r_i
A
A-4
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W_•Z..N,.D,,.p,::W ...._ S C H:.E..D...U. L E .,.:_..—
N0. TY. ROUGH OPENING -VAj.0 AN _$FUARKS
1 4 X 4'-10" 2.3.3 DOUME HUNG 24 X 24 D.H. 12 OVER 12
X '- 2,38 CASEMENTS ANDERSEN CW25
3 2 - X - 2,3,g DOUBLE NUNC 24 X 16 8 OVER 8
27a 1/2" X 7'-4" (TOTAL) 2.3.5 DoumE HUNG TW2042/TW3452/TW2042
if
HEAEDEFR
SCI—HEC:)U LE
SIZE OF IHE6QERIAX
SUPPORTING RO ONLY
N 'TH
SUPPORTING 1 STORY ABOVE SUPPORTING 2 STORY A80VE
GTH
MAX NTH MAX N
X 4
4-
N A N A
_ X
_
4- N A
_ X
_
_ NIA
-2 X
X
6'-8" FRONT ENTRANCE N66-4
I
0
I
0
I -
v
�a= 12fu��k�—1 1
AL IDWEII_UI N
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21'-6" ;
r_i
A
A-4
i
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N0. TY. ROUGH OPENING -VAj.0 AN _$FUARKS
1 4 X 4'-10" 2.3.3 DOUME HUNG 24 X 24 D.H. 12 OVER 12
X '- 2,38 CASEMENTS ANDERSEN CW25
3 2 - X - 2,3,g DOUBLE NUNC 24 X 16 8 OVER 8
27a 1/2" X 7'-4" (TOTAL) 2.3.5 DoumE HUNG TW2042/TW3452/TW2042
if
III;IIIII�III"I19',IIIIIIIIiII!I;IIIIII�III
UN E !1 OF OOF
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2.1
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II
I i 2 X 1 V LEY I i - - - - - ---- - - - - - - - -F _TI -
I
X 10 RIDGE
1 I 1
n. n. L ---------------`---i-----------' A-4 A-4
8
UNIT A ROOF FRAMING LAYOUT
2 XI10'S
X 6 STRUTS @ 16"
A= 24'-0"
A/3
IT. RIDGE VENT
2 X 10 RIDGE BOARD
—2 X 8'S 0 16" O.C.
- TYPICAL ROOF CONSTROMION
ASPHALT ROOF SHINGLES OVER
APPROVED SHINGLE BACKING OVER
1/2" EXI PLYWOOD (FIR) OVER
C.-� ROOF RAFTERS (TYPICAL)
1 CAR GARAGE
�.�t�lJ STii� III
n
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PROVIDE 45' CHA "s • ` z
�w�''Fs°� EGD B" P.C. FOUNDATION WALL .Q 2
8" X 16" P.C. FOOTING ---f-.. I- ,
SECTION THROUGH GARAGE
FASTENER SCHEDULE FOR STRUCTURAL
MEMBERS
D 0 0
R S
C
H E D U L E
Im
QT_y_
TYPE,
OPENING
STUD TO SOLE PLATE
REMARKS
A
2
1 STEEL- 14 LITE
3'-0"
X
6'-8" FRONT ENTRANCE N66-4
B
2
FIRE DOOR
2'-8
X
6'-8
C
O.C. @ EDGE
AT
WOOD RUIM
6'—Om
X
6-8 6 -0 2 DOOR UNI
D
2
1 STEEL 9 LITE2"-8
X
6-8 HEM UARAGE DOOR N66-2
E
14
INT.
:F--6-
X
5 8"
X 1'-11 3 16
2.38
CIRCLE 'TOP
W AN R N TN 4
X
6'-6
rI
4
INT.
GISEMENT
ANDERSEN CN235
6 -6
H
2 -6
X 3'-3 5/16"
2.36
SKYLIGHT
ROTO SV - 14
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UN E !1 OF OOF
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I i 2 X 1 V LEY I i - - - - - ---- - - - - - - - -F _TI -
I
X 10 RIDGE
1 I 1
n. n. L ---------------`---i-----------' A-4 A-4
8
UNIT A ROOF FRAMING LAYOUT
2 XI10'S
X 6 STRUTS @ 16"
A= 24'-0"
A/3
IT. RIDGE VENT
2 X 10 RIDGE BOARD
—2 X 8'S 0 16" O.C.
- TYPICAL ROOF CONSTROMION
ASPHALT ROOF SHINGLES OVER
APPROVED SHINGLE BACKING OVER
1/2" EXI PLYWOOD (FIR) OVER
C.-� ROOF RAFTERS (TYPICAL)
1 CAR GARAGE
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n
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PROVIDE 45' CHA "s • ` z
�w�''Fs°� EGD B" P.C. FOUNDATION WALL .Q 2
8" X 16" P.C. FOOTING ---f-.. I- ,
SECTION THROUGH GARAGE
FASTENER SCHEDULE FOR STRUCTURAL
MEMBERS
D 0 0
R S
C
H E D U L E
Im
QT_y_
TYPE,
OPENING
STUD TO SOLE PLATE
REMARKS
A
2
1 STEEL- 14 LITE
3'-0"
X
6'-8" FRONT ENTRANCE N66-4
B
2
FIRE DOOR
2'-8
X
6'-8
C
O.C. @ EDGE
AT
WOOD RUIM
6'—Om
X
6-8 6 -0 2 DOOR UNI
D
2
1 STEEL 9 LITE2"-8
X
6-8 HEM UARAGE DOOR N66-2
E
14
INT.
:F--6-
X
6'-6
F
4
INT.
2'-4"
X
6'-6
rI
4
INT.
2'-0"
X
6 -6
H
2
BIFOLD
6'_O
X
6-6
O.C.
SHEATHING TO STUDS INTERMEDIATE
8D
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8D
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O.C.
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1 I 1
n. n. L ---------------`---i-----------' A-4 A-4
8
UNIT A ROOF FRAMING LAYOUT
2 XI10'S
X 6 STRUTS @ 16"
A= 24'-0"
A/3
IT. RIDGE VENT
2 X 10 RIDGE BOARD
—2 X 8'S 0 16" O.C.
- TYPICAL ROOF CONSTROMION
ASPHALT ROOF SHINGLES OVER
APPROVED SHINGLE BACKING OVER
1/2" EXI PLYWOOD (FIR) OVER
C.-� ROOF RAFTERS (TYPICAL)
1 CAR GARAGE
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SECTION THROUGH GARAGE
FASTENER SCHEDULE FOR STRUCTURAL
MEMBERS
JOIST TO SILL OR GIRDER TOE NAIL
3—
8D
V
SOLE PLATE TO JOIST OR BLOCKING
16D
@ 16"
O.C.
STUD TO SOLE PLATE
2—
16D
STUD TO TOP PLATE
2—
16D
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DOUBLE STUDS FACE NAIL
1 O
@ 24"
O.C. MIN.
BUILT—UP HEADER TWO PIECES W 1/2" SPACER
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CEILING JOISTS TO PARALLEL RAFTERS
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RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS
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RAFTER TIES TO RAFTERS
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8D
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@ 12"
O.C.
1/2" SHEATHING TO STUDS EDGES
8D
@ 6"
O.C.
SHEATHING TO STUDS INTERMEDIATE
8D
@ 12"
O.C.
1/2" SHEATHING TO STUDS GABLE WALLS
8D
@ 6"
O.C.
L2 X 12 jVALLEY-�—y !I I
IDLE
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