HomeMy WebLinkAbout0299.95.9°` .... rw}+p'. s•. ^{e+c•ca"KJIm.:,. .-.. ys.. » ...rk «a=c:,. r..... - ..... ... ..
, r
r:.
f_
— _
4 EX
��.. �" TYP T. WALL W/BRiC VENEER / 8•
~- CQNgiT
• � • �` _EE DETAIL: 26/D -i 1 (MINUS IN TYP. R C0FR2E1k1NCs CONST.
� SE E D TL• 44/D 955 DETAIL: 26/D -1
�„� 2x4 V BOLT TO CHANNEL
. :.. r. • -•-►- - _ W /f2 DIA. BOLTS AT 4' -0: O.C.
_ . __.._ .._... C1240.1 STEEL CHANNEL 1
- ` 1 TYP. RAKE CONSTRUCTION
TYP. RAKE C��NUCT Iii
1 -1x2 WOOD SHINGLE MOLD
—1x2 WOOD S1 -ANGLE MOLD � i
L 4x4x1/4 STEEL ANGLE SHOP- ` -1x6 WOOD RAKE
� -1x6 WOOD RAKE �
WELD TO CHANNEL -CONT. 2x NAILER W/2x �\ ' ;CONT. 2x NAILER W/2.x
r BLOC W_% AT 16' O.G. MAX. BLOCKING AT 16" O.C. MAX.
,BOLT CHANNEL TO CAP P_ W/ -CONT. 2x WOOD NAILER W/ -3/8' PLYWOOD SOFFIT
(2)1/2- DIA. BOLTS
3' DiA_ (31 %' O_D.) STD. STEEL
TYP. WALL BETWEEN GARAGE/UNIT PIPE COL. /8 "x3 /2'x i2' CAP f
SEE DETAIL: 46/D -2 SHOP- WELDED TO PIPE COL.
�s
OTE: 6' MAX. EXCAVATION
SEYOND BASEMENT WALL {
SHLQW GARAGE FOOTING
04 ` DETAIL: BRICK LINTEL AT ib' GARAGE DOOR
T.O.FLOOR
TYP. 1St FLOOR CONSTRUCTION �? SCALE:
SEE DETAIL: 32/0 -1
/-LT.O ALL
TYP. SILL B AT BSMT. FOUND. MOTE.
ii SEE DETAIL: 42/D -1 (2)A DIMENSION 'A' SHALL NOT
r� EXCEED 2' -0'
8' CMl1_ FOUND. WALL ° • . ° . Q
AT GARAGE ° p 'TYPICAL FOOTING REiNF.
04 BARS HORiZ_ 4 VERT.
8' CONCRETE FOUND. WALL
W /4' DEEP POCKET TO SUPPORT p p p
_GARAGE FOOTING
Q
PROVIDE (4) 04 BARS IN BOTTOM
OF GARAGE FOOTING FOR
LENGTH OF 10' MiN.
TYPICAL GARAGE FOOTING
AT BASEMENT COND. 8'x16' CONT.
CONCRETE FOOTING
SRiDC-sINGc GARAGF_ FOOTING TO BASEt"iENT WALL � t�� i..= TYPICAL STEPPED CONCRETE FOOTING
2x WD. BLOCKING AT 16' O.G. -1x4 SUB -R"NGE
-1x4 SUB -RAKE
T.O.P.
GABLE END TRUSS GABLE END Ti�1d5S
CONT. 2x4 WOOD NAILER CONT. 2x4 WOOD NAILER
TYP. EXT. WALL W/BRICK VENEER TYP. EXTERI1,R WALL CONSTR.
SEE DETAIL :44 /D -1 SEE DETAIL: 46/D -1
�Drmmr,41L: TYPICAL RAKE CONSTRUCTION DETA i L: TYPICAL RAKE CONSTRUCTION
(-a IFW
SCALE: I =I -0' SCALE• 1' =i' -0'
ITYP. ROOF /CE IL_ CONST.
12
SEE
ELEV.F
SEE DETAIL: 26 /D -1
TYP. FASCIA W/BRICK VENEER
%/ ` • 1X6 FASCIA BOARD
TOP ;' ' 2x4 OUTLOOKERS AT 24' O.C.
' 3/8 PLYWOOD SOFFIT W/
/ CONT. 2' SCREENED VENT
1 • CONT_ 2x WOOD NAILER W/
1111 2x WD. BLOCKING AT 16' O.C.
i II i ' 1x4 ,FRIEZE BOARD
nnn
� L /
> HEADER AT WINDOW
TYP. EXT. WALL W /BRICK VENEER
SEE DETAIL: 44/D -1
0MtA i L: TYP. SOFFIT CONSTRUCTION W/BRICK VENEER
20
FROM fE ENDS 8' IMBEDDED
SCALE: 1' =1 ` -0'
Z2
PROJECT
SCALE: 1'=V-of
NO.:20-
955 -01
I .
10' OR 12' CONCRETE FND WALL
-III p
SEE DETAIL: 44/D -1
SEE DETAIL:46/D -1
■��,
w/DAMP PROOFING TO GRADE'
I I I
(SEE PLANS)
8' GONG. FOUNDATION WALL
p
4" 0 P.V.C. DRAIN
cfJ
IIIp
'' 6 OR V W/DAMP PROOFING TO GRADE
W/DAMP PROOFING TO GRADE
TYP. EXT. WALL W/BRICK VENEER
;III I•
IIII
TYP. EXT_ WALL CONSTRUCTION
o�
A
I I
AV
� t� i s TYP. EXT. WALL AT 1ST FLOOR I.U/BS1" 1T. -
SETA i L: TYP• EXT• WALL AT 1ST FLOOR W/BSl'1T.
32
SEE DETAIL, 44/D -1
�tA i L : EXTERIOR WALL AT 2ND FLOOR j
3 SCALE: 1' =1' -0'
-6 MIPOLY VAPOR BARRIER
°.
SEE DETAIL: 46/D -1
3� N _
N
0
w.I
o_
. O. FTG.
p
p p
NOTE: OFFSET FACE OF STUD
%
� A
1/2' FROM FACE OF ND. WALL
W
W /2'x4' CONSTRUCTION KEY
TYPr FLOOR CONSTRUCTION
—
ON VIRGIN SOiL OR W /(2) +4
TYP. 15T FLOOR CONSTRUCTION
T.O.F.
T.O.FLOOfi?
BARS CONT. ON CERTIFIED
_j_5T
SEE DETAIL: 32/D -1
T.O.FLOOR
mo
-3/4' T4G PLYWOOD SUBFLOOR
BEARING CAPACITY OF
5'
V 10'
5'
—_
4�
I-
'1
=nnTIMe..
AT AA.g1 =M1 WT W/SRICK VENEER ABOVE
HZ
(GLUED 4 NAILED)
o
-2x10 FLOOR JOISTS AS
NOTED ON FRAMING PLANS
NOTE: OFFSET FACE OF STUD
-
-R -13 BATT INSUL. AT PERIMETER
_
1/2" FROM FACE OF FND. WALL
T.O.WALL
T.O ALL
-
TYP. SILL fe AT BSMT. FOU
/
Z
11' • p
II
TYP. SILL 1E AT BSMT. FOUND.
FIN. GRADE
SEE DETAIL: 32/D -1
FIN. GRADE
° 11
�'p •
2x6 P.T. SILL fE W /SILL SEAL
ANCHORED W/ 1/2" 4, GALV.
r`
BOLTS AT 6' -0" O.C. i2' MIN_
8
c!�
SCALE: V= V - 0'
r
TYP. EXT. WALL W/BRICK VENEER
SEE DETAIL: 44/D -1
TYP. 2ND FLOOR CONSTRUCTION
I r SEE DETAIL: 36/D -1
1' -0" 12
SEE
ELEV.�
T.O.P.
`� ► full
IF
i ice: TYPICAL SOFFIT
T.O.
T.O.P.
R -13 BATT INSUL. AT PERIMETER
CONT_ 2x4 WOOD NAILER
TYP. ROOF /CEIL. CONST.
• FiBERCxLAS SHtNGEE'v- --"-
• 150 BUILDiNG FELT
- • 1/2' EXT. GRADE PLYWOOD
W /CLIPS (GLUED t NAILED)
• WD ROOF TRUSSES a 24'
O.G. (MAX) DESIGN BY MFR.
• R -38 BATT INSULATION
W/ EAVE BAFFLE
. 1/2' GIU.B-
TYPICAL SOFFIT CONSTRUCTION
• 1X6 FASCIA BOARD
2x4 04TLOOKERS AT 24" O.C..
3/8' PLYWOOD SOFFIT W/ -
CONT. 2' SCREENED VENT
Ix4 FRIEZE BOARD
HEADER AT WINDOW
TYP. EXT. WALL CONSTRUCTION
SEE DETAIL: 46/D -1
CONSTRUCTION
F
1 ) .
Ot w
Sol z .
z�
10 �y E-1
x �
W z
_44
01
�
x� a
U
E m
SCALE:
20
TYP. EXT. WALL CONSTR
SEE DETAIL:461D -1
TYP. 2ND FLOOR CONSTRUCTION
-3/4' T4G PLYWOOD
(GLUED t NAILED)
-2x10 FLOOR JOISTS OR AS
NOTED ON FRAMING PLANS
-1/2' G.W_B.
R -13 BATT INSUL. AT PERIMETER
CONT. 2x4 WOOD NAILER
CHK'D:
FROM fE ENDS 8' IMBEDDED
P.M.: GEORGE J. GUZZIE
P.A.: AMES S. CARR
PROJECT
10' OR 12' CONCRETE FND. WALL
NO.:20-
955 -01
I .
10' OR 12' CONCRETE FND WALL
-III p
SEE DETAIL: 44/D -1
SEE DETAIL:46/D -1
■��,
w/DAMP PROOFING TO GRADE'
I I I
(SEE PLANS)
8' GONG. FOUNDATION WALL
p
4" 0 P.V.C. DRAIN
IIIp
'' 6 OR V W/DAMP PROOFING TO GRADE
W/DAMP PROOFING TO GRADE
BITUMINOUS FILLER
;III I•
IIII
TYP. SLAB ON GRADE
o�
A
I I
AV
� t� i s TYP. EXT. WALL AT 1ST FLOOR I.U/BS1" 1T. -
SETA i L: TYP• EXT• WALL AT 1ST FLOOR W/BSl'1T.
32
•
�t� i L EXT. WALL AT 2ND FLOOR W/BRICK VENEER
�tA i L : EXTERIOR WALL AT 2ND FLOOR j
3 SCALE: 1' =1' -0'
-6 MIPOLY VAPOR BARRIER
°.
p
3� N _
N
0
w.I
o_
. O. FTG.
p
p p
�
%
� A
10'x20' CONCRETE FOOTING
W
W /2'x4' CONSTRUCTION KEY
—
ON VIRGIN SOiL OR W /(2) +4
BARS CONT. ON CERTIFIED
COMPACTED FILL W/MIN.
mo
i—
BEARING CAPACITY OF
5'
V 10'
5'
—_
4�
I-
'1
=nnTIMe..
AT AA.g1 =M1 WT W/SRICK VENEER ABOVE
HZ
o
SCALE: V= V -0' �VDT1TT ACE OF STUD -
-, NOTE: OFFSET FACE OF STo1D 30 O
1/2' FROM FAGS OF FND. WALL cfJ 1/2' FROM FACE OF FND. WAL1= `
TYP. EXT. WALL W/BRICK VENEER TYP. EXT_ WALL CONSTR. 9
T WA - W/22 GAUGE ° HORIZONTAL SIDING -
8 GONG. FOUNDATION ON LL •, 4 BRICK VENEER
-III— •p W/DAMP PROOFING TO GRADE GALV, METAL WALL TIES AT ° 3i4' INSULATIP�IC -c SHEATHING
16" O.G. VERT_ 4 32' O.G. HORIZ. ° 2x4 AT 16' O.C. (MAX.) --1
I I f . •p � P.V.G. DRAIN o R -13 BATT INSULATION
_ -1 AIR SPACE ,�•
' INSULATED SHEATHING ° 6 MIL. POLY VAPOR BARRIER
3/
BITUMINOUS FILLER 4
I I 1ST FLOOR - 2x4 AT 16' O.C. (MAX.) 1ST FLOOR ° �/2' G w B - -- }—
,. ,. R -13 BATT INSULATION T.O.SLA13 '' ''
—I I i I I T.O.SLAE 1 _ 6 MIL. POLY VAPOR BARRIER
TYP, SLAB ON GRADE Z 1 G.W.B. cfJ TYP. SLAB ON GRADE CONST. IL
I
rF1 4 GONC. SLAB ON GRADE FiN.-GRADE " - -1 p - -6 1'�IL. POLY VAPOR BARRIER FIN. GRAD 4 LONG. SLAB ON GRADE
I _ 1 6 MIL. POLY. VAPOR )BARRIER
p -4' COMPACTED GRAVEL I III I I 1 I e TYP. SiLL fl'_ AT SLAB FOUND. —III I I ( I I OVER 1' PERIMETER INSUL. l
2x4 P.T. SILL fl? W/ SiLL SEAL - 48 MIN. HORiZ. CONTINUOUS
T. i=TCs. e p p p I I I III- ANCHORED w/ 1�2 GALV. ON 4' GRAVEL 'BASE ° -
_ , I BOLTS AT 6 0 O.C. 12 MIN.
p ° ' ° ' p ° : • " p ° _ — p { p o p p I I! I
z I I I a l TYP. SILL AT SLAB FOUND. fE ENDS 15" IMBEDDED sEE DETAIL: 44D -I TYPICAL CONC. FOOTING CONST.
�--
,f 2 MAX
TYPICAL- FOUNDATION WALL CONCRETE FOOTING
. _
TYP CAL FOUNDATION WALL -
- • ' • �}T BRICK VENEER
ER N I D p 8 L. SLOOK ON 0S CM.U.
�c W/2 x4 CONSTRUCTION KEY F ' D ' p ' ° •
ON VIRGIN SOiL OR W /(2) 04 1�' D ; g'� "L" BLACK ON 12' C1-1.U. ON 12' _
` — BARS CONT. ON CERTIFIED 9 12 x ,24 CONT CONIC. TRENCH � 12 x 24 CONT GANG. THE CH
1 F00TINGs ON VIRGIN, 50YL OR - � , p FOOTING ON h 501L,)OR
COMPACTED FILL W/MIN. N ° : � '
BEARING CAPACITY OF `V ° : ' W /(2) 04 BARS CONT_ ON W/(2) 04 F�Ai T. om
4' 8' 4' 2,000 P.S.F. 3 CERTIFIED COMPACTED FILL p p CI~RTf1 =iD COMPACTED FiLL Y
�.
W/MiN: BEARING CAPACITY OF W/MIN. OF-Ai R4G CAPACITY, OF }
2000 P.S.F.
I - „ 1 r
S�A5 ON G PE-iFOUNDA�dv.
� t� i l.: ,FooTlt�s AT BASE1'1�NT � i - SLAB ON GcRADE FOUND, W/5Ri(X VENP-Eik _
SCALE: =1',0' °SCALE: 1; =1' -0'
r -
-
FROM fE ENDS 8' IMBEDDED
TYP. EXT. EALL W/SRICK VENEER
TYP. EXT. WALL CONSTR.
10' OR 12' CONCRETE FND. WALL
d
I .
10' OR 12' CONCRETE FND WALL
-III p
SEE DETAIL: 44/D -1
SEE DETAIL:46/D -1
■��,
w/DAMP PROOFING TO GRADE'
I I I
(SEE PLANS)
8' GONG. FOUNDATION WALL
p
4" 0 P.V.C. DRAIN
IIIp
'' 6 OR V W/DAMP PROOFING TO GRADE
W/DAMP PROOFING TO GRADE
BITUMINOUS FILLER
;III I•
IIII
TYP. SLAB ON GRADE
A
I I
AV
� t� i s TYP. EXT. WALL AT 1ST FLOOR I.U/BS1" 1T. -
SETA i L: TYP• EXT• WALL AT 1ST FLOOR W/BSl'1T.
32
•
�t� i L EXT. WALL AT 2ND FLOOR W/BRICK VENEER
�tA i L : EXTERIOR WALL AT 2ND FLOOR j
3 SCALE: 1' =1' -0'
-6 MIPOLY VAPOR BARRIER
O Q
�--
p
3� N _
SCALE: V= V -0' �VDT1TT ACE OF STUD -
-, NOTE: OFFSET FACE OF STo1D 30 O
1/2' FROM FAGS OF FND. WALL cfJ 1/2' FROM FACE OF FND. WAL1= `
TYP. EXT. WALL W/BRICK VENEER TYP. EXT_ WALL CONSTR. 9
T WA - W/22 GAUGE ° HORIZONTAL SIDING -
8 GONG. FOUNDATION ON LL •, 4 BRICK VENEER
-III— •p W/DAMP PROOFING TO GRADE GALV, METAL WALL TIES AT ° 3i4' INSULATIP�IC -c SHEATHING
16" O.G. VERT_ 4 32' O.G. HORIZ. ° 2x4 AT 16' O.C. (MAX.) --1
I I f . •p � P.V.G. DRAIN o R -13 BATT INSULATION
_ -1 AIR SPACE ,�•
' INSULATED SHEATHING ° 6 MIL. POLY VAPOR BARRIER
3/
BITUMINOUS FILLER 4
I I 1ST FLOOR - 2x4 AT 16' O.C. (MAX.) 1ST FLOOR ° �/2' G w B - -- }—
,. ,. R -13 BATT INSULATION T.O.SLA13 '' ''
—I I i I I T.O.SLAE 1 _ 6 MIL. POLY VAPOR BARRIER
TYP, SLAB ON GRADE Z 1 G.W.B. cfJ TYP. SLAB ON GRADE CONST. IL
I
rF1 4 GONC. SLAB ON GRADE FiN.-GRADE " - -1 p - -6 1'�IL. POLY VAPOR BARRIER FIN. GRAD 4 LONG. SLAB ON GRADE
I _ 1 6 MIL. POLY. VAPOR )BARRIER
p -4' COMPACTED GRAVEL I III I I 1 I e TYP. SiLL fl'_ AT SLAB FOUND. —III I I ( I I OVER 1' PERIMETER INSUL. l
2x4 P.T. SILL fl? W/ SiLL SEAL - 48 MIN. HORiZ. CONTINUOUS
T. i=TCs. e p p p I I I III- ANCHORED w/ 1�2 GALV. ON 4' GRAVEL 'BASE ° -
_ , I BOLTS AT 6 0 O.C. 12 MIN.
p ° ' ° ' p ° : • " p ° _ — p { p o p p I I! I
z I I I a l TYP. SILL AT SLAB FOUND. fE ENDS 15" IMBEDDED sEE DETAIL: 44D -I TYPICAL CONC. FOOTING CONST.
�--
,f 2 MAX
TYPICAL- FOUNDATION WALL CONCRETE FOOTING
. _
TYP CAL FOUNDATION WALL -
- • ' • �}T BRICK VENEER
ER N I D p 8 L. SLOOK ON 0S CM.U.
�c W/2 x4 CONSTRUCTION KEY F ' D ' p ' ° •
ON VIRGIN SOiL OR W /(2) 04 1�' D ; g'� "L" BLACK ON 12' C1-1.U. ON 12' _
` — BARS CONT. ON CERTIFIED 9 12 x ,24 CONT CONIC. TRENCH � 12 x 24 CONT GANG. THE CH
1 F00TINGs ON VIRGIN, 50YL OR - � , p FOOTING ON h 501L,)OR
COMPACTED FILL W/MIN. N ° : � '
BEARING CAPACITY OF `V ° : ' W /(2) 04 BARS CONT_ ON W/(2) 04 F�Ai T. om
4' 8' 4' 2,000 P.S.F. 3 CERTIFIED COMPACTED FILL p p CI~RTf1 =iD COMPACTED FiLL Y
�.
W/MiN: BEARING CAPACITY OF W/MIN. OF-Ai R4G CAPACITY, OF }
2000 P.S.F.
I - „ 1 r
S�A5 ON G PE-iFOUNDA�dv.
� t� i l.: ,FooTlt�s AT BASE1'1�NT � i - SLAB ON GcRADE FOUND, W/5Ri(X VENP-Eik _
SCALE: =1',0' °SCALE: 1; =1' -0'
r -
-
UJ /BRICK
VENE�tR
10' OR 12' CONCRETE FND. WALL
(SEE PLANS)
-III
w/DAMP PROOFING TO GRADE'
I I
I
p
4" 0 P.V.C. DRAIN
IIIp
BITUMINOUS FILLER
;III I•
IIII
TYP. SLAB ON GRADE
A
I I
-6 MIPOLY VAPOR BARRIER
p
-4' COMPACTED GRAVEL
. O. FTG.
p
p p
%
TYPICAL CONC. FOOTING CONST.
10'x20' CONCRETE FOOTING
W /2'x4' CONSTRUCTION KEY
—
ON VIRGIN SOiL OR W /(2) +4
BARS CONT. ON CERTIFIED
COMPACTED FILL W/MIN.
i—
BEARING CAPACITY OF
5'
V 10'
5'
—_
2,000 PSF.
I-
'1
=nnTIMe..
AT AA.g1 =M1 WT W/SRICK VENEER ABOVE
SCALE: V= V -0' �VDT1TT ACE OF STUD -
-, NOTE: OFFSET FACE OF STo1D 30 O
1/2' FROM FAGS OF FND. WALL cfJ 1/2' FROM FACE OF FND. WAL1= `
TYP. EXT. WALL W/BRICK VENEER TYP. EXT_ WALL CONSTR. 9
T WA - W/22 GAUGE ° HORIZONTAL SIDING -
8 GONG. FOUNDATION ON LL •, 4 BRICK VENEER
-III— •p W/DAMP PROOFING TO GRADE GALV, METAL WALL TIES AT ° 3i4' INSULATIP�IC -c SHEATHING
16" O.G. VERT_ 4 32' O.G. HORIZ. ° 2x4 AT 16' O.C. (MAX.) --1
I I f . •p � P.V.G. DRAIN o R -13 BATT INSULATION
_ -1 AIR SPACE ,�•
' INSULATED SHEATHING ° 6 MIL. POLY VAPOR BARRIER
3/
BITUMINOUS FILLER 4
I I 1ST FLOOR - 2x4 AT 16' O.C. (MAX.) 1ST FLOOR ° �/2' G w B - -- }—
,. ,. R -13 BATT INSULATION T.O.SLA13 '' ''
—I I i I I T.O.SLAE 1 _ 6 MIL. POLY VAPOR BARRIER
TYP, SLAB ON GRADE Z 1 G.W.B. cfJ TYP. SLAB ON GRADE CONST. IL
I
rF1 4 GONC. SLAB ON GRADE FiN.-GRADE " - -1 p - -6 1'�IL. POLY VAPOR BARRIER FIN. GRAD 4 LONG. SLAB ON GRADE
I _ 1 6 MIL. POLY. VAPOR )BARRIER
p -4' COMPACTED GRAVEL I III I I 1 I e TYP. SiLL fl'_ AT SLAB FOUND. —III I I ( I I OVER 1' PERIMETER INSUL. l
2x4 P.T. SILL fl? W/ SiLL SEAL - 48 MIN. HORiZ. CONTINUOUS
T. i=TCs. e p p p I I I III- ANCHORED w/ 1�2 GALV. ON 4' GRAVEL 'BASE ° -
_ , I BOLTS AT 6 0 O.C. 12 MIN.
p ° ' ° ' p ° : • " p ° _ — p { p o p p I I! I
z I I I a l TYP. SILL AT SLAB FOUND. fE ENDS 15" IMBEDDED sEE DETAIL: 44D -I TYPICAL CONC. FOOTING CONST.
�--
,f 2 MAX
TYPICAL- FOUNDATION WALL CONCRETE FOOTING
. _
TYP CAL FOUNDATION WALL -
- • ' • �}T BRICK VENEER
ER N I D p 8 L. SLOOK ON 0S CM.U.
�c W/2 x4 CONSTRUCTION KEY F ' D ' p ' ° •
ON VIRGIN SOiL OR W /(2) 04 1�' D ; g'� "L" BLACK ON 12' C1-1.U. ON 12' _
` — BARS CONT. ON CERTIFIED 9 12 x ,24 CONT CONIC. TRENCH � 12 x 24 CONT GANG. THE CH
1 F00TINGs ON VIRGIN, 50YL OR - � , p FOOTING ON h 501L,)OR
COMPACTED FILL W/MIN. N ° : � '
BEARING CAPACITY OF `V ° : ' W /(2) 04 BARS CONT_ ON W/(2) 04 F�Ai T. om
4' 8' 4' 2,000 P.S.F. 3 CERTIFIED COMPACTED FILL p p CI~RTf1 =iD COMPACTED FiLL Y
�.
W/MiN: BEARING CAPACITY OF W/MIN. OF-Ai R4G CAPACITY, OF }
2000 P.S.F.
I - „ 1 r
S�A5 ON G PE-iFOUNDA�dv.
� t� i l.: ,FooTlt�s AT BASE1'1�NT � i - SLAB ON GcRADE FOUND, W/5Ri(X VENP-Eik _
SCALE: =1',0' °SCALE: 1; =1' -0'
r -
-