346 Seminole Road STOOP! HOUSE OUTLINE
H.B.
&SINK - DRAIN (BASEM'T)
TUB.& & *LAV.
wC.
7UB.0, 0 W.C.
XIJ511DOOR 5T P 3 1
8
53- o IDGE
_j 0 H.Bj.� R
A. T
��AD JAMB CID BUILT- UP ROOF
CHIMNEY
L
0 0
4 8'-0"
._Iq ROOF PLAN
H.W.T r2= 1— 0
SIDE JAMB Cc *4
01- -T-OOp H.B. '�'1Z
1.�
oe 1-6 1_0
INTERIOR DOOR FRAME
SEC71ONS
11 /— /I - y
3=1 0 —7 FRONT
PLOT PLAN NO SCALE
�IE_E2_ R61VFot�eEP C ON e/tC- 7-6-
IT V'E killi y 0 wa)t� x zmI4
2-ZX10"HEADERS- OVER WINDOW
EXTENDED OUT 70 HOLD ZX8"
END RAFTER. BUILT-UP ROOF
HOUSE 0 UTLINE
\Ile
D,
a
6X8'* RArTER BE-AM 12)( 12
2(X4"" LEDGER. BD. FLUE LINER
6YS- TAPF-RED BEAM BRACE A
/A
CLIT 5TONE -2-,m
C T STONE
U BRICK
X
6 X a 3 dr
3X`3X )(48"
RAFTER
2X8 END RAFTER-S** BEAM 2X8" 1:ND RAFTER
3 STEEL ANGLE
2r PLYWOOD
0 *NO. 336 ROTARY
C\j CONTROL DAMPER
4 SHELVES PARTITION T T_ 71
:74 3
6XIO
It 8
C\j q-4--4 CUT STONE
RIDGE �'X 3-
BEAM Of 3XT6- X42_
r L ANGLE
0
j N 16W
20"
ASH DUO :::-=FIREBRICK
FRONT ELEVA N
0 2
IF Al G
N. 6 L
2 3"
END T� FRONT
4 6 -L. 4' 6 1 L 4'1- 6
2-21,11 - 4�--6" 4�--6 4' 6" __L1 4�--6"' _ 11 4" 6" _L 4�-- 6' - i-L 4�-6' _ 11_2�-6'11 .2=2: TWEL CABINET DETAIL ASH
V 1 0 71- PIT 15-CONC. FOUNDATION WALL
77 1 2"X 8 ASH
11 ,7 BX 12 FLUE
PIT DOOR
V 1�1 N
FIREb K_
0 L__j/
061 112
Al
5 0 X 7'�-0"WI 2-
CONC.
FTG.
r'10X7-
FIREPLACE OPN*G. CUT ST I ASH DUMP
_Q i J I-- -NO. 4 BARS 12"O.C. EACHWAY
17 HEA�TH
11 (OWNER SPECIFY MATERIAL) SEkTION
ROOF FRAMING PLAN I THE' DONLEY BROTHERS CO.
Z-' /I PLAN 13900 MILES AVE.
4_1" 0 CLEVELAND, OHIO
FIREPLACE DETAIL
f-1 0
2-
4F
GARLINGHOUSE
PLAN SERVICE
TOPEKA ,.KANSAS
While ev" attempt has been made in the DRAWN- C.R.B. PLAN
preparation of this plan to avoid mistakes, the NO. 9074
maker cannot guarantee aga-inst human error. The TRACED- C.R.B. REVERSE
contractor on the jo6 must check all dimensions
and other details and be responsible for same. APPROVED-R.J.A. SHEET4 OF 6 SHEETS.
DOUBLE JOISTS 3:5 APART UNDER PARTITIONS
8 .1j,
RUNNING PARALLEL TO JOISTS 21)(10 JOISTS 12"O.C.
UNDER BATHROOMS ONLY.
12-L
4-
___tP CO r
12A - UP ROOF
0 BUILT
Cn I AF INSULA 10(
TION
4?_'X6-TjLG. PLANKING MICD
0 Cn
2- 36" 12" 24" J- 24' 1- 24 GRAVEL STOP I
24 0-1 2 4 112 C0 t Aw M
0 1"X I I BARGE B�D.
3'�--0 1-0 04 d
2-0 2'�-Q` 2'�--O*
0" 0" 0 W cc _T
I011.0 I -A)k 6'x 8 RAFTER BEAM 4�- 6"O.C. -11;
(o
J
0 0 0 j 2X8" END RAFTER 2-0 I"ROW N3' CROSS - ,f g.j r\_8"W.F 2_0LB. BEAM
(D 2X4 0/ STU D 16"O.C. BRIDGING IN EACH SPAN
244 REFRIG. __j 0 T I
SPACE I"X' 8"' T. &G. VERT. SIDING 7" LATH & PLASTER 4b..
SHEATH ING 8
SECTION B- B h 11-1 ZIXIO" JOISTS 16A'O.C.
Ll 2 X 10"BLOCKING
Z-1'�_ 0&
18" 30' 32- 24 3 8"' IZI 24' J. 4 8"' - 1 2- 4�-0" 0.C.
3 6"" 18" 24 T
6 0 7- 2 12 2-
8�-0* FIREPLACE &_L1
KITCH E N CABINET DETAIL �f B I HEARTH OPNG. H *1-4 1-4 1. 1 -1
3 UILT-IN OVEN MODEL WO - 16A &
0 'f*4BUIL7- IN COOKING TOP MODEL SU 4GAN BY:
7HERMADOR ELECTRICAL MFG. CO. ELECTRICAL SYMBOLS FLOOR JOISTS FRAMING PLAN
5119 DISTRICT BLVD,
LOS ANGELES 22, CALIFORNIA 3 SINGLE POLE SWITCH
S3 3-WAY SWITCH
DUPLEX CONVENIENCE OUTLET
4 8:--0 RANGE & OVCN OUTLET 48 0
4'�- 7 6�-- 10 0, 8'�--3 CEILING LIGHT PIXTURE 16 0 4�- 5 4 0 7 7 16'�--0
Z!CLI PULL CHAIN LIGHT FIXTURE
EXTERIOR LIGHT FIXTURE
4 0
S7 0 P j-P==--C FLUORESCENT CEILING FIXTURE 0 TAM P
�� -- 4�8
4"CCNC. FLUORC5CF_NT WALL BRACKET FILL 3�-O* DIAM. GALV. STEEL AREAWAY
SLAB /HOSE BIBB
X-3
F -J' i3' 8�--7 5
14' 8"
DRAIN
B. G U P 8\ B 7
LLJ k� %%
LIN BEDROOM
DINING & KITCHEN j 0
40 0 OAK FLOOR
2 0' 2 0'�--2-" co
1 0
in d'X I 3_ N. "�i
LINO. FLOOR 0 CO Ci
0 %
C\1 --0
;K :(gr
U
.............. In U)
Q0
J ONC. FLOOR
Z Lj
20�__8 4) B H
JI
C\I
LIN F L.
w 17
CLO 24 4X 12 REIN. CONC. FTG
CD �0;,� -1 "1 1 11 D
LINO. ENDS C14 - 0 __T
co i - 11 4' 1 1 1 1 17 1
0) 5 0 CM 4 PIPE COLUMN 8 W.F. 2 0 LB. BEAM
HERE jr 0 5
0 N CD
F 3 CLO. 3-NO. 4 BARS EACHWAY 47' 8' LONG
5 CP L i__j j
_j 7 11 8'1 C\j 0 (D
0 W- 1 8 C\I
N t 3
HALL 8
LIVING ROOM C\I 4 6'��"
2 O'�--0'X 13' 6
OAK FLOOR
CLO. 0 0
OOR
6
4 CONC. FL
"3-
BEDROOM IX 0
DEN OR BE
-DROOM
12' 0"'X I I** 1 0 C�
11" CLO. OAK FLOOR C\I 0
OAK FLOOR
J 20�--8" I
0)1 co HEATER
U)
12' 2 2
51 12�-- 9'
11Y1111A
5
T
ASH Pi
10 _1D
51 0
TAM P & 0
12�-- 911' 4 SLAB OD T 8 FILL
--THOSE BIBB
STJ CQ
CO OP
C.
6t-0" ') I
- - 1 01/ w
QD
IL
6�--10 O'�— 6 13�--- 5' 6o 10" ._2�-Q"_ 6'�--0 6 9 12 3 16 0
4 8 :--0
4 9'�-5
*JUNIOR BLO-.FAN MODEL 206 BY : FLOOR PLAN BASE MENT PLAN
PR'INE & CO, INC. 1!, If 0/1 _�= 11 Oil
PAMONA, CALIFORNIA 4- N OTC I NOTE*. 4
ALL EXTERIOR CUT STONE WALLS ARE FIGURED 10"7HICK. 7 FOUNDA71ON WALL UNDER CUT STONE IS ij THICK WITH A
22XIV' REIN. CONC. F7G.
ALL EXTERIOR FRAME WALLS ARE FIGURED 6"THICK. ALL OTHER MAIN FOUNDATION WALLS ARE 8"THICK WITHA
ALL INTERIOR PARTITIONS ARE 5 THICK UNLESS 161X 8" REIN. CONC. FTG.
OTHERWISE SHOWN. FOUNDA71ONS UNDER 570OPS ARE 8"7HICK WITH NO FTG.
FOOTING UNDER FIREPLACE IS 7�- O'x 3'-d�12_" THICK REIN. CONC. GARLINGHOUSE
FOOTINGS UNDER PIPE COLUMNS ARE 2_,�`XP_412" REIN. CONC. PLAN SERVICE
TOPEKAtKANSAS
While every attempt has been made in the D RAWN- C.R- B. PLAN
preparation of this plan to avoid mistakes, the NO. 9074
maker cannot'guarantee against human error. The TRACED- C'.R.B. REVERSE
contractor on the jo6 must check all dimensions
and other details and 6e'tesponsible for same. APPROVED-'R.J.A.1 SHEET 3 OF SHEETS
CROLVX CI-Y- 4.
VO@DD
r
M j
224
t t2-
Arz
0
0
FLUE LINERS
SIX 12"D U M M Y 1 12
2N 12 8 X
0
XNOTE :
WHEN 2 -2x4" PLATES & 2-2'X'6"HEADERS ARE USED
a, OVER WINDOWS, THE WINDOW HEIGHT WILL BE 6t-- 8-Z'
3 3 8
WHEN PLATES ARE NOT USED, & 2-2 x 10'
SADDLE GRAVEL STOP HEADERS ARE,THE. WINDOW HEIGHT WILL BE 6�- 8Z BU ILT- U P R 0 OF
I"X11 BARGE BD.
FLASHING
_j
I X8**"T&.G. VERTICAL a.
co I&
f-OD SIDING 0 1 X 8" T&G. VERTICAL
I / \ QD SIDING
r,- 0
J
0 1-n
CUT 5TONEIT.., I-
FIN. FL. LINE CUT STONE FL. LINE
__,C:FINISH
_j
F _ _
G CONIC. ----------------- G
L ------- L
11 _J
r- iL 1 1 1
L LL-=_-I=_-_jj
U U _j
F In
F_j
F_j BASEMENT FLOOR __j
rL
7—
%Z�G ELEVATION REAR ELEVATION
1 1# f-1' 0
2F=I�—0", 4 -
2YI0 R DGE BEAM 6'� 10' RIDGE BEAM
2X8'END RAFTER- L--op.—
x 6x 8 R-AFTER BEAMS 4�-6' _�I
4�---6"O-C. 0 C'_2A
= �� - --I _I "8"END RAFTER
80RAFTF-R BEAM -7 12X
2- - (10
F I Af 2)(
2-2XIO 2-2 X 10 --2-2YI0
=711-1 F, E I I ZX41 STUDS 16' O.C. ---z_�,, FIREPLACE
x x 0 P N`G.
C2 `II 4'LE:T- IN BRACING
I & —id X'4
IX4"' LET- IN BRACING --_'L- ' NOTE:
USE 2 2X
III I - 6 HEADERS ABOVE SOLE PLATE----)-, -a
LL !,il!l WINDOWS& DOORS UNLESS /I Pq
2XIO HEADER -S-��
6 SUB SILL
OTHERWISE SHOWN. 2x
RIGHT ELEVATION FRAMING PLAN REAR ELEVATION FRAMING PLAN LEFT ELEVATION FRAMING PLAN FRONT ELEVATION FRAMING PLAN
-C I
= I oil
8 1-0 1�-- 0
A
12 1
3
SA
D LE \./I
BUILT-UP ROOF . 7
C
CUT STONE
IX8" T&GVERTICA
SIDING
CUT STONE
�///AJ I I
tX 18 ICA I Its G
L==J I I I I I � 1 11 H 1 01
------- Bj
T__ '0
CUT STONE
T
G G
.7. 7. 777 1 .*-.:
L 3�' A' 'STEEL L
J_ NGLE LINTEL
ELEVATION
iff FRONT ELEVATION
I/
—0
-ff—I/ 0
4
GAR41NGHOUSE
PLAN 'SERVICE
A 4 TOPEKA .,KANSAS
While every attempt has.been Made in the DRAWN- C. R.B. PLAN
preparation oF this plan"to avoid -mistakes, 4he NO. 9074
maker cannot guarantee against human error. The TRACED- C.R.B. REVERSE
contractor on the�job must. check all 'dimensions
and other cletallsiland be t�sponsibW,for same, :IAPPROVED. R.J.A SHEET 2 OF 6� SHEETS
-0.
CROLUX- rLX- 4.
OAI
X I
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OV
CJNC, /-�O 7
kill, 7Z7�PP/'POO/4 -�o
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SECTION.- j I N
POC6
S1,4 W16x6' - /0//j
Fl�- L
Is/V(�Z.Z- F
kv/z X- - ,�9zs
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-- ATZ- ANT16'
7
7�1 �
At
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j_
ak
71.7
AMR--
WE
ww-7ta�-g,
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4
V
4
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L
AW
1011,
Alf
soft
AM!! AV A j
A
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t- I i, . I I A Pp R 0 V E�
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AILANTIC BEA
CIT
BUiLUING ()F:-jrjC:jZcfl
cir
elo
A
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AMW
w
rp Aw 7
77
7
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J11.
ip�
4,
RW
7
'v
7,
GARLINGHOUSE
PLAN SERVICE
TOPEKA, KANSAS
T..
DR C.R.B.
mom
:77
NO.
`77, AWN PLAN 90 4
77
REVERSE
APPROVED- R.J.A. SHEET I OF 6 SHEETS
7
7�1 �
At
..tt ft"A',
j_
ak
71.7
AMR--
WE
ww-7ta�-g,
We.-
W�
4
V
4
"I.. J
L
AW
1011,
Alf
soft
AM!! AV A j
A
'N�
t- I i, . I I A Pp R 0 V E�
Y V.V
AILANTIC BEA
CIT
BUiLUING ()F:-jrjC:jZcfl
cir
elo
A
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AMW
w
rp Aw 7
77
7
z
J11.
ip�
4,
RW
7
'v
7,
GARLINGHOUSE
PLAN SERVICE
TOPEKA, KANSAS
T..
DR C.R.B.
mom
:77
NO.
`77, AWN PLAN 90 4
77
REVERSE
APPROVED- R.J.A. SHEET I OF 6 SHEETS
CJNC, /-�O 7
kill, 7Z7�PP/'POO/4 -�o
J DATION
SECTION.- j I N
POC6
S1,4 W16x6' - /0//j
Fl�- L
Is/V(�Z.Z- F
kv/z X- - ,�9zs
-AZZ-AlZ 0 T 2 66 LFZ
-- ATZ- ANT16'
FLUE LINERS
SIX 12"D U M M Y 1 12
2N 12 8 X
0
XNOTE :
WHEN 2 -2x4" PLATES & 2-2'X'6"HEADERS ARE USED
a, OVER WINDOWS, THE WINDOW HEIGHT WILL BE 6t-- 8-Z'
3 3 8
WHEN PLATES ARE NOT USED, & 2-2 x 10'
SADDLE GRAVEL STOP HEADERS ARE,THE. WINDOW HEIGHT WILL BE 6�- 8Z BU ILT- U P R 0 OF
I"X11 BARGE BD.
FLASHING
_j
I X8**"T&.G. VERTICAL a.
co I&
f-OD SIDING 0 1 X 8" T&G. VERTICAL
I / \ QD SIDING
r,- 0
J
0 1-n
CUT 5TONEIT.., I-
FIN. FL. LINE CUT STONE FL. LINE
__,C:FINISH
_j
F _ _
G CONIC. ----------------- G
L ------- L
11 _J
r- iL 1 1 1
L LL-=_-I=_-_jj
U U _j
F In
F_j
F_j BASEMENT FLOOR __j
rL
7—
%Z�G ELEVATION REAR ELEVATION
1 1# f-1' 0
2F=I�—0", 4 -
2YI0 R DGE BEAM 6'� 10' RIDGE BEAM
2X8'END RAFTER- L--op.—
x 6x 8 R-AFTER BEAMS 4�-6' _�I
4�---6"O-C. 0 C'_2A
= �� - --I _I "8"END RAFTER
80RAFTF-R BEAM -7 12X
2- - (10
F I Af 2)(
2-2XIO 2-2 X 10 --2-2YI0
=711-1 F, E I I ZX41 STUDS 16' O.C. ---z_�,, FIREPLACE
x x 0 P N`G.
C2 `II 4'LE:T- IN BRACING
I & —id X'4
IX4"' LET- IN BRACING --_'L- ' NOTE:
USE 2 2X
III I - 6 HEADERS ABOVE SOLE PLATE----)-, -a
LL !,il!l WINDOWS& DOORS UNLESS /I Pq
2XIO HEADER -S-��
6 SUB SILL
OTHERWISE SHOWN. 2x
RIGHT ELEVATION FRAMING PLAN REAR ELEVATION FRAMING PLAN LEFT ELEVATION FRAMING PLAN FRONT ELEVATION FRAMING PLAN
-C I
= I oil
8 1-0 1�-- 0
A
12 1
3
SA
D LE \./I
BUILT-UP ROOF . 7
C
CUT STONE
IX8" T&GVERTICA
SIDING
CUT STONE
�///AJ I I
tX 18 ICA I Its G
L==J I I I I I � 1 11 H 1 01
------- Bj
T__ '0
CUT STONE
T
G G
.7. 7. 777 1 .*-.:
L 3�' A' 'STEEL L
J_ NGLE LINTEL
ELEVATION
iff FRONT ELEVATION
I/
—0
-ff—I/ 0
4
GAR41NGHOUSE
PLAN 'SERVICE
A 4 TOPEKA .,KANSAS
While every attempt has.been Made in the DRAWN- C. R.B. PLAN
preparation oF this plan"to avoid -mistakes, 4he NO. 9074
maker cannot guarantee against human error. The TRACED- C.R.B. REVERSE
contractor on the�job must. check all 'dimensions
and other cletallsiland be t�sponsibW,for same, :IAPPROVED. R.J.A SHEET 2 OF 6� SHEETS
-0.
CROLUX- rLX- 4.
OAI
X I
.L4 -' 1?,;Zlx
OV
DOUBLE JOISTS 3:5 APART UNDER PARTITIONS
8 .1j,
RUNNING PARALLEL TO JOISTS 21)(10 JOISTS 12"O.C.
UNDER BATHROOMS ONLY.
12-L
4-
___tP CO r
12A - UP ROOF
0 BUILT
Cn I AF INSULA 10(
TION
4?_'X6-TjLG. PLANKING MICD
0 Cn
2- 36" 12" 24" J- 24' 1- 24 GRAVEL STOP I
24 0-1 2 4 112 C0 t Aw M
0 1"X I I BARGE B�D.
3'�--0 1-0 04 d
2-0 2'�-Q` 2'�--O*
0" 0" 0 W cc _T
I011.0 I -A)k 6'x 8 RAFTER BEAM 4�- 6"O.C. -11;
(o
J
0 0 0 j 2X8" END RAFTER 2-0 I"ROW N3' CROSS - ,f g.j r\_8"W.F 2_0LB. BEAM
(D 2X4 0/ STU D 16"O.C. BRIDGING IN EACH SPAN
244 REFRIG. __j 0 T I
SPACE I"X' 8"' T. &G. VERT. SIDING 7" LATH & PLASTER 4b..
SHEATH ING 8
SECTION B- B h 11-1 ZIXIO" JOISTS 16A'O.C.
Ll 2 X 10"BLOCKING
Z-1'�_ 0&
18" 30' 32- 24 3 8"' IZI 24' J. 4 8"' - 1 2- 4�-0" 0.C.
3 6"" 18" 24 T
6 0 7- 2 12 2-
8�-0* FIREPLACE &_L1
KITCH E N CABINET DETAIL �f B I HEARTH OPNG. H *1-4 1-4 1. 1 -1
3 UILT-IN OVEN MODEL WO - 16A &
0 'f*4BUIL7- IN COOKING TOP MODEL SU 4GAN BY:
7HERMADOR ELECTRICAL MFG. CO. ELECTRICAL SYMBOLS FLOOR JOISTS FRAMING PLAN
5119 DISTRICT BLVD,
LOS ANGELES 22, CALIFORNIA 3 SINGLE POLE SWITCH
S3 3-WAY SWITCH
DUPLEX CONVENIENCE OUTLET
4 8:--0 RANGE & OVCN OUTLET 48 0
4'�- 7 6�-- 10 0, 8'�--3 CEILING LIGHT PIXTURE 16 0 4�- 5 4 0 7 7 16'�--0
Z!CLI PULL CHAIN LIGHT FIXTURE
EXTERIOR LIGHT FIXTURE
4 0
S7 0 P j-P==--C FLUORESCENT CEILING FIXTURE 0 TAM P
�� -- 4�8
4"CCNC. FLUORC5CF_NT WALL BRACKET FILL 3�-O* DIAM. GALV. STEEL AREAWAY
SLAB /HOSE BIBB
X-3
F -J' i3' 8�--7 5
14' 8"
DRAIN
B. G U P 8\ B 7
LLJ k� %%
LIN BEDROOM
DINING & KITCHEN j 0
40 0 OAK FLOOR
2 0' 2 0'�--2-" co
1 0
in d'X I 3_ N. "�i
LINO. FLOOR 0 CO Ci
0 %
C\1 --0
;K :(gr
U
.............. In U)
Q0
J ONC. FLOOR
Z Lj
20�__8 4) B H
JI
C\I
LIN F L.
w 17
CLO 24 4X 12 REIN. CONC. FTG
CD �0;,� -1 "1 1 11 D
LINO. ENDS C14 - 0 __T
co i - 11 4' 1 1 1 1 17 1
0) 5 0 CM 4 PIPE COLUMN 8 W.F. 2 0 LB. BEAM
HERE jr 0 5
0 N CD
F 3 CLO. 3-NO. 4 BARS EACHWAY 47' 8' LONG
5 CP L i__j j
_j 7 11 8'1 C\j 0 (D
0 W- 1 8 C\I
N t 3
HALL 8
LIVING ROOM C\I 4 6'��"
2 O'�--0'X 13' 6
OAK FLOOR
CLO. 0 0
OOR
6
4 CONC. FL
"3-
BEDROOM IX 0
DEN OR BE
-DROOM
12' 0"'X I I** 1 0 C�
11" CLO. OAK FLOOR C\I 0
OAK FLOOR
J 20�--8" I
0)1 co HEATER
U)
12' 2 2
51 12�-- 9'
11Y1111A
5
T
ASH Pi
10 _1D
51 0
TAM P & 0
12�-- 911' 4 SLAB OD T 8 FILL
--THOSE BIBB
STJ CQ
CO OP
C.
6t-0" ') I
- - 1 01/ w
QD
IL
6�--10 O'�— 6 13�--- 5' 6o 10" ._2�-Q"_ 6'�--0 6 9 12 3 16 0
4 8 :--0
4 9'�-5
*JUNIOR BLO-.FAN MODEL 206 BY : FLOOR PLAN BASE MENT PLAN
PR'INE & CO, INC. 1!, If 0/1 _�= 11 Oil
PAMONA, CALIFORNIA 4- N OTC I NOTE*. 4
ALL EXTERIOR CUT STONE WALLS ARE FIGURED 10"7HICK. 7 FOUNDA71ON WALL UNDER CUT STONE IS ij THICK WITH A
22XIV' REIN. CONC. F7G.
ALL EXTERIOR FRAME WALLS ARE FIGURED 6"THICK. ALL OTHER MAIN FOUNDATION WALLS ARE 8"THICK WITHA
ALL INTERIOR PARTITIONS ARE 5 THICK UNLESS 161X 8" REIN. CONC. FTG.
OTHERWISE SHOWN. FOUNDA71ONS UNDER 570OPS ARE 8"7HICK WITH NO FTG.
FOOTING UNDER FIREPLACE IS 7�- O'x 3'-d�12_" THICK REIN. CONC. GARLINGHOUSE
FOOTINGS UNDER PIPE COLUMNS ARE 2_,�`XP_412" REIN. CONC. PLAN SERVICE
TOPEKAtKANSAS
While every attempt has been made in the D RAWN- C.R- B. PLAN
preparation of this plan to avoid mistakes, the NO. 9074
maker cannot'guarantee against human error. The TRACED- C'.R.B. REVERSE
contractor on the jo6 must check all dimensions
and other details and 6e'tesponsible for same. APPROVED-'R.J.A.1 SHEET 3 OF SHEETS
CROLVX CI-Y- 4.
VO@DD
r
M j
224
t t2-
Arz
0
0
STOOP! HOUSE OUTLINE
H.B.
&SINK - DRAIN (BASEM'T)
TUB.& & *LAV.
wC.
7UB.0, 0 W.C.
XIJ511DOOR 5T P 3 1
8
53- o IDGE
_j 0 H.Bj.� R
A. T
��AD JAMB CID BUILT- UP ROOF
CHIMNEY
L
0 0
4 8'-0"
._Iq ROOF PLAN
H.W.T r2= 1— 0
SIDE JAMB Cc *4
01- -T-OOp H.B. '�'1Z
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17 HEA�TH
11 (OWNER SPECIFY MATERIAL) SEkTION
ROOF FRAMING PLAN I THE' DONLEY BROTHERS CO.
Z-' /I PLAN 13900 MILES AVE.
4_1" 0 CLEVELAND, OHIO
FIREPLACE DETAIL
f-1 0
2-
4F
GARLINGHOUSE
PLAN SERVICE
TOPEKA ,.KANSAS
While ev" attempt has been made in the DRAWN- C.R.B. PLAN
preparation of this plan to avoid mistakes, the NO. 9074
maker cannot guarantee aga-inst human error. The TRACED- C.R.B. REVERSE
contractor on the jo6 must check all dimensions
and other details and be responsible for same. APPROVED-R.J.A. SHEET4 OF 6 SHEETS.