HomeMy WebLinkAbout0586.97.10TYP. WALL BETWEEN GARAoGE/UNiT
SEE DETAIL: 46/D -2
NOTE: 6' >MAX. EXCAVATION
BEYOND £BASEMENT WALL
BELOW GARAGE FOOTING
jjjj.O.FLOOR
TYP. 1ST FLOOR CONSTRUCTION
a-10 \ SEE DETAIL: 32/D -1
N
o `_j AkT.O.WALL
T 11 \
ii TYP. SILL iE AT BSMT. FOUND.
SEE DETAIL: 42/D
n
r
8' G.1"1.U. FOUND. wALL
-- I AT GARAGE
8' CONCRETE FOUND. WALL
W /4' DEEP POCKET TO SUPoORT
GARAGE FOOTING
PROVIDE (4) 04 BARS iN BOTTOM
1 OF GARAGE FOOT IW3 FOR
LENGT+-{ QF 10' MIN.
TYPICAL GARAGE FOOTING
AT BASEMENT COND: 8'x16' CONT.
CONCRETE FOOTING
2Q� �A i i.: BRiDCsINCs �ARA�E FOOTINCs TO BASEMENT WALL
• 20
TYP. EXT. WALL W /BRICK VENErSR
I SEE DETAIL: 44/'D -1
TYP. IST FLOOR CONSTRUCTION
T.OFLOOR
N
1
r
B '
-i
��
11
ly
r
SEE DETAIL: 32/D -1
NOTE: OFFSET FACE OF STUD
T.O L 1/2' FROM FACE OF FIND. WALL
®p Z TYP. SILL iE AT f 3 . Fl: R .
FIN. GrlitADE ti ° SEE DETAIL: 32/D -1
! ! ► ► 110' OR 12' CONCRETE FND. WALL
OR 8 W/DAMP PROOFiNG TO GRADE
t�T�► i i�.: TYP. EXT. WALL AT iST FLOOR W✓BSMT.
WIBRICK VENEER SCALE: i' = i' -0,
W OR 12' CONCRETE 40. WALL
C
_ SEE PLANS)
► W/DAMP PRPOFMG TO GRADE
► 4' ♦ P.Y.C. DRAIN
I III ► 15ITUMINOUS FILLER
—III I .
II III TYP. SLAB ON GRADE
4' CONC. SLAB ON CORRADE
► -6 MIL. POLY VAPOR BARRIER
° -4' COMPACTED GRAVEL
TYPICAL CZ**,. FOOTING CO T.
► ► _ WxW CONCRETE FOOTMG
' W/2'x4' CONSTMICTION KEY
ON ViRGIN SOIL OR W/l2) 04
I BALM CONT. ON CERTIFIED
COMPACTED FILL W/MIN.
�_— BEAMNG CAPACITY OF
20M P.SP.
OVA i L: FOOTW s AT 95AW +ENT WMR M v -WER ASOVE
WALE:
3
TYP. EXT. WALL W /BRI VENEER 4
SEE DTL: 44/D -I (MINUS INSUL.)
2x4 a T' TO CI••IANNEL
W/ • ' D rk S A - 4',- A 0.�.
1 C1240.7 STEEL CHANNEL
Z. 4x4x1/4 STEEL ANGLE SHOP-
, WELD TO CHANNEL
BOLT Cr- ►ANNEL TO CAP IE W/
(2) '�2' DIA. BOLTS
TA.P.
3' DIA. (3'f2' O.D -) STD. STEEL
PIPE COL. / x %x/i
SHOP- WELDED TO PIPE COI..
DRTA i L: BRICK L INTEL AT I6' GARACsE DOOR
SCALE: I'm V -0'
i
1
1
1
TYP. ROOF /CEILING CONST.
SEE DETAIL: 26/D-1
-CONT. 2x NAILER W/2x
BLOCKING AT 16' O.G. MAX.
-CONT. 2x WOOD NAILER W/
2x WD. BLOCKING AT 16' O.G.
-1x4 SUB -RAKE
GABLE END TRUSS
- -
CONT. 2x4 WOOD NAILER
TYP. EXT. WALL U/5RIC< VENEER
SEE DETAiL:44/D -'
OVA TYPICAL RAKE CONSTRUCTION
SCALE: I's P -0'
6 17
8'
TYP. ROOF/CEILING CONST.
; SEE TAIL: 26/D -1
r �
1 1
TYP. RAKE CONSTRUCTION
11� ; -1x2 WOOD S+- 4INGLE '"FOLD
-1x6 WOOD RAKE
-CON'. 2x NAILER W/2x
BLOCKING AT ib' C.G. MAX.
-1x4 SUB -RAKE
GABLE END -RU55
-- - -- - CON'. 2xA WOOD NA!_ER
TYP. EX''ERiOR WALi- GONS''R
SEE DETAIL: 4ro/D -'
DtTA I L: TYPICAL RAKE CONSTRUCTION
SCALE; 1' =1' - 0' --
i0
A
TYP. ROOF /GE ! L. CONS"
- - _ _
30
41
I SEE DETAIL: 26/D -'
-i
��
11
ly
r
SEE DETAIL: 32/D -1
NOTE: OFFSET FACE OF STUD
T.O L 1/2' FROM FACE OF FIND. WALL
®p Z TYP. SILL iE AT f 3 . Fl: R .
FIN. GrlitADE ti ° SEE DETAIL: 32/D -1
! ! ► ► 110' OR 12' CONCRETE FND. WALL
OR 8 W/DAMP PROOFiNG TO GRADE
t�T�► i i�.: TYP. EXT. WALL AT iST FLOOR W✓BSMT.
WIBRICK VENEER SCALE: i' = i' -0,
W OR 12' CONCRETE 40. WALL
C
_ SEE PLANS)
► W/DAMP PRPOFMG TO GRADE
► 4' ♦ P.Y.C. DRAIN
I III ► 15ITUMINOUS FILLER
—III I .
II III TYP. SLAB ON GRADE
4' CONC. SLAB ON CORRADE
► -6 MIL. POLY VAPOR BARRIER
° -4' COMPACTED GRAVEL
TYPICAL CZ**,. FOOTING CO T.
► ► _ WxW CONCRETE FOOTMG
' W/2'x4' CONSTMICTION KEY
ON ViRGIN SOIL OR W/l2) 04
I BALM CONT. ON CERTIFIED
COMPACTED FILL W/MIN.
�_— BEAMNG CAPACITY OF
20M P.SP.
OVA i L: FOOTW s AT 95AW +ENT WMR M v -WER ASOVE
WALE:
3
TYP. EXT. WALL W /BRI VENEER 4
SEE DTL: 44/D -I (MINUS INSUL.)
2x4 a T' TO CI••IANNEL
W/ • ' D rk S A - 4',- A 0.�.
1 C1240.7 STEEL CHANNEL
Z. 4x4x1/4 STEEL ANGLE SHOP-
, WELD TO CHANNEL
BOLT Cr- ►ANNEL TO CAP IE W/
(2) '�2' DIA. BOLTS
TA.P.
3' DIA. (3'f2' O.D -) STD. STEEL
PIPE COL. / x %x/i
SHOP- WELDED TO PIPE COI..
DRTA i L: BRICK L INTEL AT I6' GARACsE DOOR
SCALE: I'm V -0'
i
1
1
1
TYP. ROOF /CEILING CONST.
SEE DETAIL: 26/D-1
-CONT. 2x NAILER W/2x
BLOCKING AT 16' O.G. MAX.
-CONT. 2x WOOD NAILER W/
2x WD. BLOCKING AT 16' O.G.
-1x4 SUB -RAKE
GABLE END TRUSS
- -
CONT. 2x4 WOOD NAILER
TYP. EXT. WALL U/5RIC< VENEER
SEE DETAiL:44/D -'
OVA TYPICAL RAKE CONSTRUCTION
SCALE: I's P -0'
6 17
8'
TYP. ROOF/CEILING CONST.
; SEE TAIL: 26/D -1
r �
1 1
TYP. RAKE CONSTRUCTION
11� ; -1x2 WOOD S+- 4INGLE '"FOLD
-1x6 WOOD RAKE
-CON'. 2x NAILER W/2x
BLOCKING AT ib' C.G. MAX.
-1x4 SUB -RAKE
GABLE END -RU55
-- - -- - CON'. 2xA WOOD NA!_ER
TYP. EX''ERiOR WALi- GONS''R
SEE DETAIL: 4ro/D -'
DtTA I L: TYPICAL RAKE CONSTRUCTION
SCALE; 1' =1' - 0' --
i0
T
1A wa
ho
A
e4
CHK'D:
P.M. : GEORG
20 P. A. : J S
PROJECT NO
SEE DETAIL: 46/D -i TYP EXT- WALL W/BRICK VENEER TYP FxT. WALE GON57f2
- --
SEE DETAIL: 44/D -' SEE DETAIL:46 /D -' -- -
NOTE: OFFSET FACE OF STUD
i' a
1/2' FROM FACE OF FND. wA,_._ TYP. 2ND FLOOR CONSTRUCTION
— I TYP. 2ND FLOOR GON5TRUCT'ON
SEE DETAIL: 36/D -i
.00R a TYP 15T FLO_OR -G— ONSTRU— G -- -IO- N - 3' < 'tG ALY
WOOD
T.O . rGLUED < NAILED
)
-34 T4G PLYWOOD SUBF_OOR
I (GLUED t NAILED) -2x'P FLOOR JOISTS OR AS
/ c7i
i -2x10 FLOOR JOISTS AS �' NO -ED ON PRA -liNG �'_ANS 5
/ i
\
!NOTED ON FRAMING PLANS W
� � � ! � �
-R -13 BATT INSUL. AT PERIMETER - I / 61 / -'/2 `z.W.B.
ALL _ T.O.P. T.O
11 , ► .P.
n.
R- 3
TYP. SILL IE AT BSMT. FOUND. R -13 BATT INSUL. AT RIMETER i T T
.�. BA _3.►iN56IL. A- PER'1--SE ER
FIN. GRADE ii + 2x6 P.T. SILL iE W /SILL SEAL
ANG•401RED LUI '/2' o GALV. CONT. 2x4 WOOD NAILER ,- z
'. ► 1 BOLTS AT 6' -0' O.G. 12' MIN_
� ONT. 2x4 WOOD NAILER
i I FROM P ENDS 8' IMBEDDED
TYP_ EXT. FALL w/BRICK VENEER �`'�' "ALL CON5TR
10
E X ,j
ALL_
DE AIL: 44/D- SEE DETA!_.46 /D -'
8' GONG. FOUNDATION WAL
W/DAMP PROOFING TO GRADE j
I I
OVA i 1.: TYP. EXT. WALL AT 1ST FLOOR W/$Si"iT.
DETAIL.- EXT. WALL AT 2ND FLOOR W/BRICK VENEER i L: EXTERIOR WA LL A �
T 2ND FLOOR O
SCALE: I' =1' -0l ! ►
SC�
YCJ! � StT ACE OF STUD ! CAL : I'm '
T -0 of STuD
ctp 1/2' FROM FACE OF FND. WALL dp
30 O
I * /2' FROt" FAGS OF END. wAL_
8' GONG. FOUNDATION WALT _ TYP. EXT. WALL W/BRICK VENEER T GONS'R
EX wAL� ly
W/D AMP PROOFING TO GRADE I - 4' BR i GiC VENEER W/2 2 GAUGE � - � - - - -- -- -- - - -- - --- - - - - -- -- - . ;
"ORIZONTA: SIDING
(I , GALV. METAL WALL TIES AT
► 4' ` P.Y.G. DRAIN 16' O.C. VERT. t 32' O.G. HORIZ-
i° 3/<' !NSU�.A -ING SHEATHING
!a 2x4 AT lro' O.G. ('`"AX.) _j l
! -1' AIR SPACE i� R -13 BA-- fN9ULATION
I ► BITUMINOUS FILLER 1 -3/4' INSULATED SHEATHING b 6 M;L Q
1ST FLOOR I - 2x4 AT 16' O.C. (MAX.) O.- VAPOR BARRIER
T.O.SLAB� ► II R-13 BATT INSULATION
' 1ST FLOOR
TYP. SLAB ON GRADE 1 � � _ 6 MiL. POLY VAPOR BARRIER
I' Z
Z 4' CON °p 1 t �;.: - 1/2' G W B do Z
1 I C. SLAB ON GRADE FIN. GRADE iF_ TYR. SLAB ON GRADE CONS -.
_I i _ ► -6 MIL. POLY VAPOR BARRIER FIN. GRADE
iL
4" CON(. SLAB ON GRADE U_
► -4' COMPACTED GRAVEL
1 TYP. SiLL 1'e AT SLAB FOUND. I —I I ; 6 '1IL. POLY. VAPOR BARRIER ul
T. O. FT ► ° > i-1 ! -i I i 1 2x4 r-. 1. SiLL iQ W/ SILK SEAL -I i I OVER PERIir1ETER !NSU_ t `
}.-- - ANCHORED 6U/ '/2 o GAL V. ( ( 48 !"t iN. + +OR. NUOUS U
I - I Z. GOV T i
BOLTS AT 1 ! I I I ON 4' GRAVEL BASE
6' -0 O.G. .2 MiN.
TYPICAL CONC. FOOTING CONST, • A �I I ( ;FROM ENDS 15' IMBEDDED I ► e ° I ! TYP. SILL fI? AT SLAB FOUND
1 S'xi6' CONCRETE FOOTING �0I Z i I TYPICAL FOUNDATION WALL ��z i I = -I .► i I` SEE DETAIL: 44/D -I „n
' W/2'x4' CONSTRUCTION KEY I � �B VENEER ry i I ► ► TYPICAL FOUNDATION WALL W
ON VIRGIN SOiL OR W /(2) "4 II 18 L BLOCK ON 12 GJ`"SU. ON I '
BARS CONT. ON CERTIFIED i 16 11 8' 'L' BLOCK ON 8' C.M.U. ON
I 8 12 x 24' CONT CONC. TRENCH ®i T
COMPACTED FILL W/MIN. , "-� i� ► I ?' x 24 CON CONIC. TRENG:~
, ► FOOTING ON VIRGIN 501E OR ( ► ► ; FOOTING ON VIRGIN SOIL OR
1_ BEARING CAPACITY OF W /(2) •4 BARE GOVT. ON �' °
4 8 4 I 2,000 P.SF. I ► CERTIFIED COMPACTED FILL I I + w /(2) •4 BARS CONT. ON
° CERTIFIED GOMF'AG . ED FILE
A 7=7
11J) "IN. BEARING CAPACITY OF W/i"iIN. BEARING GAPAG TY OF
i -4 i I ° 2000 P.SF. i � ° ► 200
DIVA Ii.: FOOTfNCs AT BASEMENT t� T�4 i L: SLAB ON CO ADE FOLIP,0. W/BRICK VENEER �1 flgT.& ( L- 4I aFk t-*J �.APanc -=,-V 11UM A rIo -M.1
SCALE:
SCALE:
40
TYP. ROOF /GE ! L. CONS"
- - _ _
ITYP ROOF /GE'_ GONST.
I SEE DETAIL: 26/D -'
FIBERGLASS 5• ,ANGLES
NOTE
'S' BL,:-DING DEL'
(2)A DIMEN610N 'A' S4-IALL 'vOT
'�
EX -- !aRADE PLYWOOD
EXCEED 2' -0'
W /G�iPS %GLUED t vAiLEC
WD ROOF TRU55E.5 0 24'
,ice - - - -- -
-- SEE -
' AX) DE51GN B"r -1PR,
E
R -38 5,4-- 'NSU,_A -ION
°
Q
ELEV.
I ELEv.,
W/ EA'VE BAFV--E
° '
►
I TYPICAL FOOTING RE +NF.
- -'-
'
-_
Z
� - - -- -
`
��7 '
G.w.B.
14 BARS +- 4OR'Z. t VERB
/1
TYP. FASCIA W/BRiG VENEER
r
.'•
�, /
1X6 FASCIA BOARD - - --
/
► ►
• 2x4 ouTLOOKERS AT 24' o V.
T.O.P.
T`
r
1
3/8' PT WOOD SOFF i' wi
/
`CA_ 50F , T C0NS'RUC'0N
►
tfp; .
i /
w
CON. [' SCREENED VEN
i ,
j �_
'Xe r-A5C'A BOARD
Q
J App
► > D
'
(E - - - --
- -= CONT 2x WOOD NAILR w,
E
1
1
--
2xa O�T_ODKERS AT 2A C.0
11
nn
r
2x WD. BI_OCKiNG AT 16' C.G.
��
lilii
,
`
3/8' °_` aJOOD 50F=17
-
vilu
niin
�r
j • 1x4 FRIEZE BOARD
\`�
i iiv
CON- 2' SCREENED VENT
" v
x4 FRIEZE BOARD
•
- -- -�- HEADER AT WINDOW
�-
HEADER AT WINDOW
- -- - TYp. EXT. WALL u;/BRICK VENEER
- --
-- -- T`'A EXT. wA�_ CONSTRUCTION
�� t�ET�4 i L: TYPICAL STEPPED CONCRETE FooTINCs
D T�4 I L:
TYP. SOFFIT
SEE DETAIL: 44/D -1
CONSTRUCTION W/BRiCK VENEER
OVA I L:
TYPICAL SOFFIT
SEE DETAIL
CONSTRUCTION
SCALE: 1' =i' -0'
SCALE: 1' =1' -0'
�i
TYP. EXT. WALL CONSTRUCTION
T
1A wa
ho
A
e4
CHK'D:
P.M. : GEORG
20 P. A. : J S
PROJECT NO
SEE DETAIL: 46/D -i TYP EXT- WALL W/BRICK VENEER TYP FxT. WALE GON57f2
- --
SEE DETAIL: 44/D -' SEE DETAIL:46 /D -' -- -
NOTE: OFFSET FACE OF STUD
i' a
1/2' FROM FACE OF FND. wA,_._ TYP. 2ND FLOOR CONSTRUCTION
— I TYP. 2ND FLOOR GON5TRUCT'ON
SEE DETAIL: 36/D -i
.00R a TYP 15T FLO_OR -G— ONSTRU— G -- -IO- N - 3' < 'tG ALY
WOOD
T.O . rGLUED < NAILED
)
-34 T4G PLYWOOD SUBF_OOR
I (GLUED t NAILED) -2x'P FLOOR JOISTS OR AS
/ c7i
i -2x10 FLOOR JOISTS AS �' NO -ED ON PRA -liNG �'_ANS 5
/ i
\
!NOTED ON FRAMING PLANS W
� � � ! � �
-R -13 BATT INSUL. AT PERIMETER - I / 61 / -'/2 `z.W.B.
ALL _ T.O.P. T.O
11 , ► .P.
n.
R- 3
TYP. SILL IE AT BSMT. FOUND. R -13 BATT INSUL. AT RIMETER i T T
.�. BA _3.►iN56IL. A- PER'1--SE ER
FIN. GRADE ii + 2x6 P.T. SILL iE W /SILL SEAL
ANG•401RED LUI '/2' o GALV. CONT. 2x4 WOOD NAILER ,- z
'. ► 1 BOLTS AT 6' -0' O.G. 12' MIN_
� ONT. 2x4 WOOD NAILER
i I FROM P ENDS 8' IMBEDDED
TYP_ EXT. FALL w/BRICK VENEER �`'�' "ALL CON5TR
10
E X ,j
ALL_
DE AIL: 44/D- SEE DETA!_.46 /D -'
8' GONG. FOUNDATION WAL
W/DAMP PROOFING TO GRADE j
I I
OVA i 1.: TYP. EXT. WALL AT 1ST FLOOR W/$Si"iT.
DETAIL.- EXT. WALL AT 2ND FLOOR W/BRICK VENEER i L: EXTERIOR WA LL A �
T 2ND FLOOR O
SCALE: I' =1' -0l ! ►
SC�
YCJ! � StT ACE OF STUD ! CAL : I'm '
T -0 of STuD
ctp 1/2' FROM FACE OF FND. WALL dp
30 O
I * /2' FROt" FAGS OF END. wAL_
8' GONG. FOUNDATION WALT _ TYP. EXT. WALL W/BRICK VENEER T GONS'R
EX wAL� ly
W/D AMP PROOFING TO GRADE I - 4' BR i GiC VENEER W/2 2 GAUGE � - � - - - -- -- -- - - -- - --- - - - - -- -- - . ;
"ORIZONTA: SIDING
(I , GALV. METAL WALL TIES AT
► 4' ` P.Y.G. DRAIN 16' O.C. VERT. t 32' O.G. HORIZ-
i° 3/<' !NSU�.A -ING SHEATHING
!a 2x4 AT lro' O.G. ('`"AX.) _j l
! -1' AIR SPACE i� R -13 BA-- fN9ULATION
I ► BITUMINOUS FILLER 1 -3/4' INSULATED SHEATHING b 6 M;L Q
1ST FLOOR I - 2x4 AT 16' O.C. (MAX.) O.- VAPOR BARRIER
T.O.SLAB� ► II R-13 BATT INSULATION
' 1ST FLOOR
TYP. SLAB ON GRADE 1 � � _ 6 MiL. POLY VAPOR BARRIER
I' Z
Z 4' CON °p 1 t �;.: - 1/2' G W B do Z
1 I C. SLAB ON GRADE FIN. GRADE iF_ TYR. SLAB ON GRADE CONS -.
_I i _ ► -6 MIL. POLY VAPOR BARRIER FIN. GRADE
iL
4" CON(. SLAB ON GRADE U_
► -4' COMPACTED GRAVEL
1 TYP. SiLL 1'e AT SLAB FOUND. I —I I ; 6 '1IL. POLY. VAPOR BARRIER ul
T. O. FT ► ° > i-1 ! -i I i 1 2x4 r-. 1. SiLL iQ W/ SILK SEAL -I i I OVER PERIir1ETER !NSU_ t `
}.-- - ANCHORED 6U/ '/2 o GAL V. ( ( 48 !"t iN. + +OR. NUOUS U
I - I Z. GOV T i
BOLTS AT 1 ! I I I ON 4' GRAVEL BASE
6' -0 O.G. .2 MiN.
TYPICAL CONC. FOOTING CONST, • A �I I ( ;FROM ENDS 15' IMBEDDED I ► e ° I ! TYP. SILL fI? AT SLAB FOUND
1 S'xi6' CONCRETE FOOTING �0I Z i I TYPICAL FOUNDATION WALL ��z i I = -I .► i I` SEE DETAIL: 44/D -I „n
' W/2'x4' CONSTRUCTION KEY I � �B VENEER ry i I ► ► TYPICAL FOUNDATION WALL W
ON VIRGIN SOiL OR W /(2) "4 II 18 L BLOCK ON 12 GJ`"SU. ON I '
BARS CONT. ON CERTIFIED i 16 11 8' 'L' BLOCK ON 8' C.M.U. ON
I 8 12 x 24' CONT CONC. TRENCH ®i T
COMPACTED FILL W/MIN. , "-� i� ► I ?' x 24 CON CONIC. TRENG:~
, ► FOOTING ON VIRGIN 501E OR ( ► ► ; FOOTING ON VIRGIN SOIL OR
1_ BEARING CAPACITY OF W /(2) •4 BARE GOVT. ON �' °
4 8 4 I 2,000 P.SF. I ► CERTIFIED COMPACTED FILL I I + w /(2) •4 BARS CONT. ON
° CERTIFIED GOMF'AG . ED FILE
A 7=7
11J) "IN. BEARING CAPACITY OF W/i"iIN. BEARING GAPAG TY OF
i -4 i I ° 2000 P.SF. i � ° ► 200
DIVA Ii.: FOOTfNCs AT BASEMENT t� T�4 i L: SLAB ON CO ADE FOLIP,0. W/BRICK VENEER �1 flgT.& ( L- 4I aFk t-*J �.APanc -=,-V 11UM A rIo -M.1
SCALE:
SCALE:
40