Decision 3967 - Building SectionsIOP OF PL.
1a( FIN.
:-TOP OF FTG.
`CONT. RIDGE `RENT
/ 2 X 12 RIDGE (TYP.)
2 X 6 COLLAR TIES 0 16" O.C.
TYPICAL ROOF CONSTRUCTION
ASPHALT ROOF SHINGLES OVER
APPROVED SHINGLE BACKING OVER
1/2" EXT. PLYWOOD (FIR) OVER
ROOF RAFTERS (TYPICAL)
2 X 10'S 0 16 O.C. TOP OF PLATE
12
3 1/2' R-13 F.G. INSUL. 10
BONUS ROOM
5/8" PLYWOOD SUBFLOOR 9" R-30 F. IN L. 2ND FIN. FLOOR
L._.-._.-.-
2 X 1O'S 0 16' O.C. 2 X 10-S 0 16"
SKIMCOAT PLASTER OVER 1/2"
BLUEBOARD OVER 1 X 3 -<
STRAPPING 0 16" O.C. TYPICAL WALL CONSTRUCTION
3 1/2' R-13 FIBERGLASS INSUL. (TYP.)
8" X 16" CONT. P.C. FTG.
WHITE CEDAR SHINGLES 0 5 1/2" T.W.
OVER 'TYVECK" OVER 112" EXTERIOR
PLYWOOD OVER 2" X 4 X 7'-4' STUDS
BEDROOM PPAITE. ° i-8 1/s"TSOUD WALL BOTTOM
3/4" PLYWOOD SUBFLOOR
2 X 10'S O 16 O.C.
'--4 - 2 X 10'S WOOD BEAM
3 112" 6 CONC. FILLED STL. COL. (TYP. •.
4" POURED CONC. SLAB WITH.
/ 6" X 6" ji0 WWM OVER 6 MIL POLY ' E� (Il.+3-
VAPOR BAR. OVER COMP. EARTH -..�
2'-6" X 2'-6" X 2'-6" POURED CONC` ' of
FOOTINGS FOR COLUMNS
SECTION A-
1/4" - V-0_
BEDROOM
�6" R-19 FIBERGLASS INSUL. (TYP.)
S C H:E
2 X 10'S 0 16".O.C.
2 X
6 P.T. SILL WITH SILL SEAL
\ GALV.
FND SILL STRAPS
--0 32"
O.C. IMBEDDED IN
n CONC.
A MIN. OF 12" (TYP.)
l8" P.C.
FIND. WALL 7'-10" HIGH
X
BASEMENT
8" X 16" CONT. P.C. FTG.
WHITE CEDAR SHINGLES 0 5 1/2" T.W.
OVER 'TYVECK" OVER 112" EXTERIOR
PLYWOOD OVER 2" X 4 X 7'-4' STUDS
BEDROOM PPAITE. ° i-8 1/s"TSOUD WALL BOTTOM
3/4" PLYWOOD SUBFLOOR
2 X 10'S O 16 O.C.
'--4 - 2 X 10'S WOOD BEAM
3 112" 6 CONC. FILLED STL. COL. (TYP. •.
4" POURED CONC. SLAB WITH.
/ 6" X 6" ji0 WWM OVER 6 MIL POLY ' E� (Il.+3-
VAPOR BAR. OVER COMP. EARTH -..�
2'-6" X 2'-6" X 2'-6" POURED CONC` ' of
FOOTINGS FOR COLUMNS
SECTION A-
1/4" - V-0_
IT. RIDGE VENT
2 X 12 RIDGE BOARD
TYPICAL ROOF CONSTRUCTION
ASPHALT ROOF SHINGLES OVER
APPROVED SHINGLE BACKING OVER
j/2
" EXT. PLYWOOD (FIR) OVER
\ 1 OF RAFTERS (TYPICAL)
o
- -- \\ 9" R-30 F.G. INSUL.
3'-D' t SKYLIGHT LOCATION
SKIMCOAT PLASTER OVER 1/2"
BLUEBOARD OVER 1 X 3
STRAPPING 0 16' O.C.
3EAMS (NON-STRUCTURAL)
USE "KANT-SAG" RAFTER TIES OR SIMILAR
LIVING ROOM DINING ROOM
11
II
6" R-19 FIBERGLASS INSUL (TYP.)
i 3/4" PLYWOOD SUBELOOR
3- 2 X 10'S
2 6 P.T. SILL WITH. SILL SEAL 4 2 X 10'S WOOD BEAM
CAI. END SILL STRAPS
0 " O.C. IMBEDDED IN 3 1 /2" m CONC. FILLED STL. COL. (TYP.:
CON A MIN. OF 12" (TYP.)
_ n
8" F. . FIND. WALL 7'-10" HIGH BASEMENT `'`.•••^ ��
3 1/2' 0 CONC. FILLED STL. COL. (TYP.)
4" POURED CO ISSL(B WITH
6" X 6" ;q10 W AVER -6 --MIL POLY `+
/ VAPOR BAR. 0 "*P ,EARTH
NOTE: SEE SECTION A FOR TYPICAL NO S,y;�• ,,
SECTION B
1/4' - V-0"
F—I E P ED E FR
S; C F --i E ED U L_ E
S C H:E
D .U, L
SUPPORTING ROOF ONLY
SUPPORTING 1 STORY ABOVE SUPPORTING 2
STORY ABOVE
q17F OF HEADER
MAX LENGTH
MAX NTH MAX
H
X4
q_
NA
X
X-
2.38
NN
AA
_X
1
_
X
X 1
10 —
— —
ANDERSEN CW25
IT. RIDGE VENT
2 X 12 RIDGE BOARD
TYPICAL ROOF CONSTRUCTION
ASPHALT ROOF SHINGLES OVER
APPROVED SHINGLE BACKING OVER
j/2
" EXT. PLYWOOD (FIR) OVER
\ 1 OF RAFTERS (TYPICAL)
o
- -- \\ 9" R-30 F.G. INSUL.
3'-D' t SKYLIGHT LOCATION
SKIMCOAT PLASTER OVER 1/2"
BLUEBOARD OVER 1 X 3
STRAPPING 0 16' O.C.
3EAMS (NON-STRUCTURAL)
USE "KANT-SAG" RAFTER TIES OR SIMILAR
LIVING ROOM DINING ROOM
11
II
6" R-19 FIBERGLASS INSUL (TYP.)
i 3/4" PLYWOOD SUBELOOR
3- 2 X 10'S
2 6 P.T. SILL WITH. SILL SEAL 4 2 X 10'S WOOD BEAM
CAI. END SILL STRAPS
0 " O.C. IMBEDDED IN 3 1 /2" m CONC. FILLED STL. COL. (TYP.:
CON A MIN. OF 12" (TYP.)
_ n
8" F. . FIND. WALL 7'-10" HIGH BASEMENT `'`.•••^ ��
3 1/2' 0 CONC. FILLED STL. COL. (TYP.)
4" POURED CO ISSL(B WITH
6" X 6" ;q10 W AVER -6 --MIL POLY `+
/ VAPOR BAR. 0 "*P ,EARTH
NOTE: SEE SECTION A FOR TYPICAL NO S,y;�• ,,
SECTION B
1/4' - V-0"
4-
2 X 4 P.T. B(
PROVIDE 45'
X f STRUTS €D 16"
A= 24'-0'
A/3
J. RIDGE VENT
2 X 10 RIDGE BOARD
—.2 X 8'S 0 16" O.C.
- TYPICAI ROOF rON 1RUCTIOI4
ASPHALT ROOF SHINGLES OVER
APPROVED SHINGLE BACKING OVER
1/2" EXT, PLYWOOD (FIR) OVER
,,. ROOF RAFTERS (TYPICAL)
1 CAR GARAGE
,��-1iS ST,ggto
s z • /u�
OVER 6 MIL. P,V.B. OVER EARTH
8" P.C. FOUNDATION WALLS a 2
� •.1� IIr, o
B" X 16" P.C. FOOTING
SECTION THROUGH GARAGE
GRADE
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
W. :......W..]..N..D.,.O...W..-_.
D 0 0
S C H:E
D .U, L
E .._....__ ,_
NO.
TY. ROUGH
OPENING
R-VALVE._TYPE
10D @ 24" O.C. MIN.
REMARKS —
1
4
2'-6"
X
4'-1 "
2.38
DOUBLE HUNG
24 X 24 D.H. 12 OVER 12
2
1
4'-9-
X
2'-8-
2.38
CASEMENTS
ANDERSEN CW25
3
-2
WOOD ATRUIM
X
X
2.38
DOUB(.E HUNG
24 X 16 8 OVER 8
2
2
2•
I.7'-9 1/2"
- V-5 548-
X
X
7'-4" (TOTAL)
1'-11 316
2.38
2.38
DOUBLE HUNG
CIRCLE TOP
TW2042/TW3452/TW2042
W ANDERSEN CTN34
INT.
2 -6
3 -5 1/4-
X
3'-5 3/811
2.38
CASEMEW
ANDERSEN N
8
' ` 2'
''" 2 -6
X
3 -3 5 16
2.38
SKYLIGHT
ROTO SV - 14
4-
2 X 4 P.T. B(
PROVIDE 45'
X f STRUTS €D 16"
A= 24'-0'
A/3
J. RIDGE VENT
2 X 10 RIDGE BOARD
—.2 X 8'S 0 16" O.C.
- TYPICAI ROOF rON 1RUCTIOI4
ASPHALT ROOF SHINGLES OVER
APPROVED SHINGLE BACKING OVER
1/2" EXT, PLYWOOD (FIR) OVER
,,. ROOF RAFTERS (TYPICAL)
1 CAR GARAGE
,��-1iS ST,ggto
s z • /u�
OVER 6 MIL. P,V.B. OVER EARTH
8" P.C. FOUNDATION WALLS a 2
� •.1� IIr, o
B" X 16" P.C. FOOTING
SECTION THROUGH GARAGE
GRADE
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
JOIST TO SILL OR GIRDER TOE NAIL
D 0 0
R S
C
H E D
U L E
STUD TO TOP PLATE
2— 16D
DOUBLE STUDS FACE NAIL
10D @ 24" O.C. MIN.
BUILT—UP HEADER TWO PIECES W1 1/2" SPACER
16D @ 16" O.C. Q EDGE
CEILING JOISTS TO PLATE, TOE PLATE
A
2'
STEEL- 4 LITE
3'-0"
X
C-8"
FRONT ENTRANCE N66-4
B
2
FIRE DOOR
2'-8-
X
6 -8
SUBFLOOR TO JOISTS INTERMEDIATE
C
2
WOOD ATRUIM
6-0
X
6-8
6 -0 2 DOOR UNIT
D
2
STEEL 9 LITE
2'-8
X
6-8
-
E
14
INT.
2 -6
X
6 -6
�
F
4
INT.
2'-4-
X
6'-6"
4
INT,
2'-0"
X
C-13"
H
2
BIFOLD
6'-0"
X
6'-6"
O
Ga
LO 'J
LiW
-)
Q
�
(, .�
p��ur. aa.�
V)
4-
2 X 4 P.T. B(
PROVIDE 45'
X f STRUTS €D 16"
A= 24'-0'
A/3
J. RIDGE VENT
2 X 10 RIDGE BOARD
—.2 X 8'S 0 16" O.C.
- TYPICAI ROOF rON 1RUCTIOI4
ASPHALT ROOF SHINGLES OVER
APPROVED SHINGLE BACKING OVER
1/2" EXT, PLYWOOD (FIR) OVER
,,. ROOF RAFTERS (TYPICAL)
1 CAR GARAGE
,��-1iS ST,ggto
s z • /u�
OVER 6 MIL. P,V.B. OVER EARTH
8" P.C. FOUNDATION WALLS a 2
� •.1� IIr, o
B" X 16" P.C. FOOTING
SECTION THROUGH GARAGE
GRADE
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
JOIST TO SILL OR GIRDER TOE NAIL
3— 8D
SOLE PLATE TO JOIST OR BLOCKING
16D @ 16" O.C.
STUD TO SOLE PLATE
2— 16D
STUD TO TOP PLATE
2— 16D
DOUBLE STUDS FACE NAIL
10D @ 24" O.C. MIN.
BUILT—UP HEADER TWO PIECES W1 1/2" SPACER
16D @ 16" O.C. Q EDGE
CEILING JOISTS TO PLATE, TOE PLATE
3— 8D
CEILING JOISTS TO PARALLEL RAFTERS
3— 10D
RAFTER TO PLATE, TOE NAIL
2-16D
BUILT—UP CORNER STUDS.
10D ® 24" O.C.
RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS
- 4-166
RAFTER TIES TO RAFTERS
3— 8D
4" SUBFILOOR TO JOISTS8D
O 6" O.C.
SUBFLOOR TO JOISTS INTERMEDIATE
8D ® 12" O.C. j
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.
WO
B Y Y B
UNIT 'A A_q ROOF FRAMING LAYOUT A -q
UNIT B
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