HomeMy WebLinkAbout115' RIDGE VENT
12
61
kd
OPTIONAL
PORCH 10:
�nnxixu
OPTIONAL unx•nn
RAILING
RIGHT SIDE EL
WITH OPT'L/EXTRA
SCALE: 1/8"=1'-0"
"CDM" #66K/32
DECO LOUVER
"CDM" #985 SERIES
9" CROSSHEADS & lx6
APRON TRIM. (TYPICAL)
Plot tb1,11007,11000,11008,
25' RIDGE VENT
7-6" HD HGT w/OPTIONAL
9'-1 1/8" 1st FLOOR PLATE
ROOF L TNFS W/
&AM E ROOM
OPTIONAL
SVC DOOR
(BRICK MOUL
-SERIES 9"
CROSSHEAD
& 1x6 TRIM.
KLHK LLL V H I lUN
SCRLE: 1/8"=1'-0"
24" FALSE LOUVER
w/ ROWLOCK WRAP
& 6" KEYSTONES
SOLDIER HERDER —
& ROWLOCK SILL w/
LOUVERED SHUTTER
"FORMAL" BAY WDt
OPTION DETAILED
ON SHEET 6 of 6.
OPTIONAL 12" SIDELIGHT
JI"IUWIV w/ Ur I lUNHL r UKI'IHL 1-J I T NU I UNL T Ir
10' RIDGE VENT BAY WDW & SEAT IN DEN. OPTIONAL PORCH
16' RIDGE VENT
LEFT SIDE ELEVATION
scALe 1/8"=V-0"
OPTIONS ELEVATION
SCALE: 3/16"=1'-0"
5' RIDGE VENT
FRONT ELEVRTION-
SCRLE: 1/4"=1'-0"
0
SEE DORMER DETAILS
ON SHEET 6 of 6.
ilNULUUCJ UVICJ'1CICJ HNU
(2) 8'x7' OVERHEAD DOORS
\' ' l FRnNT f,ARl F TIPTM!
\B /FI2nNT FAVFR TQTM'
(C / FPnNT rnf2NF12S'
\" / STnF/RFAR GARI FR:
\" / WTNnnwR'
E l ;TnF/2FAi2 FAVFS'
\' / RMF/PFA2 rnPNFRS:
\" l M:Sl F WTTH RPTr1C'
\' ' / FAVFS v/R(2TrIC'
\-i / rr)PNF*P -RPV /RTn,Nr.
0)
m
B
0
0
0
N
X �J
BRICK OPTION #3
NOT AVAILABLE
WITH (9^10 RM.
REV.
ISSUE DATE:
9/30/2001
REVISIONS:
bs41_burton.db
�i
�_ CO
W 4-
W O
V
IN -
7-6" HD HGT w/OPTIONAL
9'-1 1/8" 1st FLOOR PLATE
ROOF L TNFS W/
&AM E ROOM
OPTIONAL
SVC DOOR
(BRICK MOUL
-SERIES 9"
CROSSHEAD
& 1x6 TRIM.
KLHK LLL V H I lUN
SCRLE: 1/8"=1'-0"
24" FALSE LOUVER
w/ ROWLOCK WRAP
& 6" KEYSTONES
SOLDIER HERDER —
& ROWLOCK SILL w/
LOUVERED SHUTTER
"FORMAL" BAY WDt
OPTION DETAILED
ON SHEET 6 of 6.
OPTIONAL 12" SIDELIGHT
JI"IUWIV w/ Ur I lUNHL r UKI'IHL 1-J I T NU I UNL T Ir
10' RIDGE VENT BAY WDW & SEAT IN DEN. OPTIONAL PORCH
16' RIDGE VENT
LEFT SIDE ELEVATION
scALe 1/8"=V-0"
OPTIONS ELEVATION
SCALE: 3/16"=1'-0"
5' RIDGE VENT
FRONT ELEVRTION-
SCRLE: 1/4"=1'-0"
0
SEE DORMER DETAILS
ON SHEET 6 of 6.
ilNULUUCJ UVICJ'1CICJ HNU
(2) 8'x7' OVERHEAD DOORS
\' ' l FRnNT f,ARl F TIPTM!
\B /FI2nNT FAVFR TQTM'
(C / FPnNT rnf2NF12S'
\" / STnF/RFAR GARI FR:
\" / WTNnnwR'
E l ;TnF/2FAi2 FAVFS'
\' / RMF/PFA2 rnPNFRS:
\" l M:Sl F WTTH RPTr1C'
\' ' / FAVFS v/R(2TrIC'
\-i / rr)PNF*P -RPV /RTn,Nr.
0)
m
B
0
0
0
N
X �J
BRICK OPTION #3
NOT AVAILABLE
WITH (9^10 RM.
REV.
ISSUE DATE:
9/30/2001
REVISIONS:
bs41_burton.db
�i
�_ CO
W 4-
W O
V
Lm
7-6" HD HGT w/OPTIONAL
9'-1 1/8" 1st FLOOR PLATE
ROOF L TNFS W/
&AM E ROOM
OPTIONAL
SVC DOOR
(BRICK MOUL
-SERIES 9"
CROSSHEAD
& 1x6 TRIM.
KLHK LLL V H I lUN
SCRLE: 1/8"=1'-0"
24" FALSE LOUVER
w/ ROWLOCK WRAP
& 6" KEYSTONES
SOLDIER HERDER —
& ROWLOCK SILL w/
LOUVERED SHUTTER
"FORMAL" BAY WDt
OPTION DETAILED
ON SHEET 6 of 6.
OPTIONAL 12" SIDELIGHT
JI"IUWIV w/ Ur I lUNHL r UKI'IHL 1-J I T NU I UNL T Ir
10' RIDGE VENT BAY WDW & SEAT IN DEN. OPTIONAL PORCH
16' RIDGE VENT
LEFT SIDE ELEVATION
scALe 1/8"=V-0"
OPTIONS ELEVATION
SCALE: 3/16"=1'-0"
5' RIDGE VENT
FRONT ELEVRTION-
SCRLE: 1/4"=1'-0"
0
SEE DORMER DETAILS
ON SHEET 6 of 6.
ilNULUUCJ UVICJ'1CICJ HNU
(2) 8'x7' OVERHEAD DOORS
\' ' l FRnNT f,ARl F TIPTM!
\B /FI2nNT FAVFR TQTM'
(C / FPnNT rnf2NF12S'
\" / STnF/RFAR GARI FR:
\" / WTNnnwR'
E l ;TnF/2FAi2 FAVFS'
\' / RMF/PFA2 rnPNFRS:
\" l M:Sl F WTTH RPTr1C'
\' ' / FAVFS v/R(2TrIC'
\-i / rr)PNF*P -RPV /RTn,Nr.
0)
m
B
0
0
0
N
X �J
BRICK OPTION #3
NOT AVAILABLE
WITH (9^10 RM.
REV.
ISSUE DATE:
9/30/2001
REVISIONS:
bs41_burton.db
�i
�_ CO
W 4-
W O
V
gp•uo}.anq—Ztsq
N (j)
O =
o�
Nd_lcl NOIiHON(n0A
3 �
O
0
m cn
r �
W00?l 3 WV
Cu NOIidO NOI89
30080is 21130 8Txt
H8iX3-11JNOI1d0
n
,.8 -.-VT
>19 ONOO „8
83AO 9d1S
MOONIM ),139 N30
H0210d iNO8A 0 .9
Z# NOI1d0 >OR18
T# NOIidO )13I89
NI-HS8 Hi139
13211X3 113NOIidO
N
O
0
r
:SNOISIA321
3
TOOZ/O£/6
\
:31130 3nssi
'~
'NOIldO W002J SnN09-
,.8 -.-VT
>19 ONOO „8
83AO 9d1S
MOONIM ),139 N30
H0210d iNO8A 0 .9
Z# NOI1d0 >OR18
T# NOIidO )13I89
NI-HS8 Hi139
13211X3 113NOIidO
'(2)0013 038nod) 'S -1113M
NOI1130Nn03 30 21313WI83d
30ISNI wo8A 031131n0113O
'1A '06 88'688
��suiooA �i�iunos __j
„0-,ZT
•t-----------------------------------------------------------}•
„0 -,OZ
„0 -,os
„0-,8i
w
y
I
800+'LOO+'900+'ZOO+'Tgi 101d
NOIldo miso 2104 1n0
'NOIldO W002J SnN09-
-
• -0 W80A 30031 H IS x 0 „t HEM
------------- ----- --
HEM 30138HO 130 3 3133 NO
c
319131ItiAti lON SI )I3I219
O0
_ 1
�1LTN
•
),U9 N30
J
NIMIJ80
oo
'913 HO210d Ol Z# r -
--
--------,.---------------------- - ------
'
�°
N,1d0 NOI89 ,119-T N
2130I2J
33
-,i
„0-,8
803 9H-16 HO210d 80 ,-
'
NOIl13O01
r
__ ------
30031 9NIlSIX3 3Sn_ �_;
------------
MOM ),H9 113 3003 ON
1nOdSNM00 310N
I
I
I
I
•
---
------------------------
—
----------------�
1 I
0oI
= r�
----
i
1
I
I
I
----------T^--_—____-----
--_ I , I,----, I
1
i/ice,/...,.
�-_----
I
I
„87,Oi� I „*/£ OT -,Z „Z/ Z-,8 „t/£ 9-,£I
N
-
•------ •
----------------- -
I
rI---
414Z11/:
OO
N
I
�— r
'I
70 N
C�
w
1
r--------- —.
00
x
_u
0 0
70 m
I
1
J I
I
I-
1
Is
119-,£
„t/E 6 -,OT - ,t/E 6 -,OT I
1
i
I
I
I
i
I
I
I
I
--num k210 2104
Z/i T in0-21 nd <
1
1
,
rn i ONO -1 ..Z/T -.ZZ
N
I
I
2114 213Ao H„ Z£
r,,
I�-----
+
x x W1339 133 STx8M
_,,-, _ `1113 3NOO „ZT I Z „ bZ L
.,8x„9T
S1113M X10019 '3NOO
o
A9d iSOd 0 *XZ-(£)
°D
9Tx8 '39139 13AU80 „*
00
,�---
('13111) '913 'ON00 r
�
O0
83AO 91319 '0N00 „�
�
s 0321nod ,.ZTx..*Zx,,*Z � o
2J£ do NO NWn1oo 13319 7° N
'
9
_ - 319131Snf'013 'dI0 „£ CU o o'
C 2
rnr-i
o)
r�
L9
I
I s
130 3I OI
30IS 21 1S Q 3n13 n
Co
'J11NO
2113321 113 1113M N,ON3
M/0
3113113 1oS
AO 1301 M0139 I' SI
'1'13/
S1 M bxZ O
s)
1
I 9d1S 30H8bS AO 1301
7I
rn
I
I
I
I
I
I
„0-,ZT
„ Z/T 9 -,Ti
„8'
u, „�/£ 9-,ZT ,It/E 9-,ZT
I
I
1
CJ i I
I
�- ------ -------------------------
—------------
------ ---,
I
�
,
I
'
, r----, I
O0 � i i ONO -1 „Z/T 8 -.SZ
I
'
—
_
— — Wd39 1331s tzx8M
-----------------------------------
.-----------------
2113 „8x„9T 3AO9d „Z£
S1113M NOO-19 '3NO3
_Tl ° 0'3 (13,11) 13�IOOd
I
I 9Tx8 '3SH9 13AH219 „�
'
r „o-,st W1339 „8x.,� i
213AO d3R121H9 21od13A
�
X 013 'ONO3
0 0 0321nOd .,+Tx„8Zx.,8Z
�
.,grist
NO NWn10O 13319
u
U, 0 19131snf Ott '13I0 „£
\
: N
N
Lo
oo I
I
t7
i
o0
0
I
' „ Z/ 9 -,TT
O
„Z/i -.9Z
I
,
,
<
,
N
m
2131004 ..8 T 83AO-
'
S1113M 0321n „8xH I
I
NOIiHO01
„ 0-.8 '3SUe 13 9
),3I8:DA
„ b '� 213!2121139 2104
cn
(Cl ) 13�OOd
J"8 9n
83AO 9131S ONOO „t
w
I
I
I 1339 b
I
i
),80N 1
HA ,kHW N,301
�
—
-
„8x„
d dwn9 —►
'
'°°
ON01 „S -,TT
� I
------ ------ ----
---------------------------------------------'
1
,
I
W13391331S OTx8M
I
.------------
---------
-------------------------------------------------
I
1
I
I
1
1
o
I
I
-----------------------
-
------------------------------
-
-
I
,
I
'(2)0013 038nod) 'S -1113M
NOI1130Nn03 30 21313WI83d
30ISNI wo8A 031131n0113O
'1A '06 88'688
��suiooA �i�iunos __j
„0-,ZT
•t-----------------------------------------------------------}•
„0 -,OZ
„0 -,os
„0-,8i
w
y
I
800+'LOO+'900+'ZOO+'Tgi 101d
ap'uoj,ina-T-VSG
w CO
-h �
m
0 -�
- - /1 '.31tlJ5
Nb-lc� c'�OTIA A
621IdiS 01 S39NHHO 310N-
,19 -,L mI S.'0'2J'S .,8-,9-
..9-.L 32113 S.1SH OH MOM-
'3WHS 3H1 SNIHW38 W8
2130MOd a 0*0Z '0*0£ 01
ANIS A9H 0£0£ '090£ Ol
030NIJHO S.MOM OSO£ ll13-
'a310N SS3lNn .IZT do
03SIH21 388 SINO 88nd-
1`�
5.910 800-1d IST Otl
I21 8Ndo 210 21130
W008
8000 OAS 391321130
13211X3 lHNOIid0 k
O
SONIlIH2J H0210d
H080d '0 ..0-.9
iHSIl30IS IIZT
6211X3 -IHNOIid0
9
,.0 -.OZ
..*-,Tl I10 S 110-.8
319131IHAH iON N89 39H21HS
'JllNO W21 snNOD 1.1.10 HEM
16iiH21n9I3 00 OOa 319n00
S
0
,It -ITS ..\TTi.Z I I ..t -IS I .S -.Z I ..t/£ 9-,£ I 1.0-IZ -I ..Z/T Z -.t 'I „0-,Z 'l ..t/£ 9-,£0.0
I,t S
S30dld £l
SONIII d Wd38 SH3219
lHNOI1 0 TXZ (Z)
- --=-------------
-------------
H
---- ------
- - - 0 - -
I
rn
,
o_
SOIlI30 .6 '1130 HI1M
1HJI3H IIHM 118/L Z-.8
SONIlI30 .8 'OlS HEM
iHOI3H -1-IdM 118/L Z -.L
'Tse NOIidO >IOI89/r
OSt£ ..Z/T t lHNOIlI00H
in0 03d3A3lI1NH0
o .� MOM J.H9 113N0Iid0
% j.
- -_ T - IIZ/T t IZ O
N
O
0
:SNOISIA321
3
TOOZ/0£/6
:3160 3nSSI
3
o
=
m
SONIlIH2J H0210d
H080d '0 ..0-.9
iHSIl30IS IIZT
6211X3 -IHNOIid0
9
,.0 -.OZ
..*-,Tl I10 S 110-.8
319131IHAH iON N89 39H21HS
'JllNO W21 snNOD 1.1.10 HEM
16iiH21n9I3 00 OOa 319n00
S
0
,It -ITS ..\TTi.Z I I ..t -IS I .S -.Z I ..t/£ 9-,£ I 1.0-IZ -I ..Z/T Z -.t 'I „0-,Z 'l ..t/£ 9-,£0.0
I,t S
S30dld £l
SONIII d Wd38 SH3219
lHNOI1 0 TXZ (Z)
- --=-------------
-------------
H
---- ------
- - - 0 - -
I
rn
,
o_
SOIlI30 .6 '1130 HI1M
1HJI3H IIHM 118/L Z-.8
SONIlI30 .8 'OlS HEM
iHOI3H -1-IdM 118/L Z -.L
'Tse NOIidO >IOI89/r
OSt£ ..Z/T t lHNOIlI00H
in0 03d3A3lI1NH0
o .� MOM J.H9 113N0Iid0
% j.
- -_ T - IIZ/T t IZ O
118-.S
NOI1H001 Old3 S/N
9 iOH IIHM .,8/T T-.8
N
.,Z -,L
110-18T
ti?J1X� / �dN0Ild0 Rr
t00T`800T`L00T`900T`Z00T`Tgl I01d
Jld9 (1dW2103) N30
58000 3l9noa
SONIlIH2! DOOM
,,139 W21 SNINIO
ON13lSI N3HOiDl
13211X3 lHN0Ild0
'13'OS 60t - 39Hd139 21H0 Z
d3 '13'OS ZT - 00H 'MOM Jlue 'I81
'1.106 sot - OOH 'W21 snN09
13'OS 08 SOOH•
N.idO dwn9 S/N N
'id'OS OLTZ = 1H101
'id'OS LSOT - 2100113 0N003S
13'OS £iii 2100113 1S21I3
-q!DuiooA :i�iunn--q
'9 JOS133HS33S *w_
SM3IA NOI103S W08A N3>Hi 39 01
SNOISN3WI0 '1N30N3d30 NOIIdO 3-113
S21IH1S / 39H8HO iH S1HSI3H IIHM
•
'-11JNOIldO SI iOH 314313 ,S/t T-.6*
'310N 33S 210 "OiD N.00-1 1I330S
`SNI-II30 130210 S31bOIONI - ==
'SNOI1HA313 '9 SNOI103S `6310N 336
'lldM ONId03S S2iHOIONI - �
0310N SI iHOI3H - SIMM 1H9I3H
021HONHIS-NON S3IHOIONI -
8/T T-.8 30 1HOI3H IIHM O2UON131S
* H S31HOIONI N21311Hd ON -
:SN�laidd 1.HOI:DH
316113 3lHM IIZ/T T Si I11H33 3W13213.,
'SNOIlIl2IHd 8OI2131NI AI ..Z/T S ONH
9N,H1HS '1X3 H1IM ..9 321H S1 -UM 9XZ
IIHMJl210 2103 IIZ/T sm,d 36619 4330
..tZ 30 3OH.9 01 9NIG8000H MiHOO-1
321H S13N.9130 '31H1d 71HM IIZ/T £ 01
03NO.SN3WI0 38H SNO,1Ii8bcJ 2i10.8:DiNI
'NOI1HONn03 30 3aIS1nO HEM Hsnll
NOH9 0-13H SI HOIHM `9NIH1H3E-IS ..Z/T
3on30NI 01 03NOISN3WI0 3216 ONH
3WH213 H08 ..t 38H S3113M 21012131X3
:SNOISKMO
'S3nlHA NSIS30 '9'I'd*S T66T 21313
(SS3l 210 6Tow) 3Hn03 210 cUS Z# NO
036139 S3ZIS 2130U3H 19 WH39 `iSIOf
llH '3SIM213H10 0310N SH 11330X3
(3WH213 ..Z/T £ 01) 621301JdS I.Z/T HEM
9XZ (Z) 38H S-130H3H -i.8n10naLs -i-iH
:-IU;G DO
X219 J,1S-T
o
=
NOIlH00l
OtOZ �lHNOIld0 ,- WH38 OtXZ (Z)
o
1nOdSNM00 310N
ZTXZ (Z) _
(Z)
_
\
::cr) :: &
121?1SlM 90� o o 0 ,
orn0
o ;
r
2130d3H ZTXZ Cl)
830133H
S?J000 0133H213AO .,0-,L X .,0-,8
OD
Wr
Z/T 8-.6T
121NS1M
7070
o0)M ,,
70 rn
o
LO
'-'\7E)
7 UJ
W
::::::: :::::
W
N
,
C?
o ofT..£..5.......
-S
I-
CD
'
70 rn
............. .
.
970
0
z X3/111130rn
-udo N
o
70 O
0 �-
w S.1I138 DOOM �
a1S dHO-OM
t
N A9H 1I13130
o, AH9 iS3)19 33S-
Ln m _
Ln
W008
rn
11 t
9 ���iM-1336
w
_ -' 11139 W0021
,k-lNO
z cn o rn SnN09 1.140/n
cn D _ X13 133 -100 liS ..£
70
cn
-
----------------' ;
NOI 0 9l0 .6/M S d ST i
S3� , , '1130
cu
9NINI0 1.1130
0
700
_
0 0 0 /n Wd39 1331S 9TXZTM
co
'dl do
:D N
� �'
o
3 rn rn
Z/T 6
�
I Q
� 0 0
Ln
0
-
� o
C)
;�M70 o
, ,70 O
o � m 131321130
(f) p
3
0
-
00
_
'IIHMJl210 031421
��-
- - r - -
t _ F 7I I��,1d0 _ _�
_
NI/� O
9 �I �S
c� W8 ONIRM
r
-321Id 118/S 3AUH
�,
lmA �0 o
co
o
SWH39 9NI1I33
I _ II
cn
0
0
0
Sll13M NOWW00
�D
` - - _ ' _ - - ,
890
r�
(-)x
IIZ/T S ,S
°' t-1£
I,L-1£
m_ IIS -18 IIIT-,£
g$Z
p - - SnNO9 ON dI
0
�`[l
a' �'�
O.�.S
98Z
=
-3,
1 cf -
c9
�'
N
_
-----
N
,-
' �
`+F---�----
18NS1M
0 21 S
890£
-P
rn
------------� cn
--------f---------------
..t/T 6-.Z ..t/£ Z -.S
W
,-
.IZ/T
0
8 ItT IIZ/T S ,S 11£ IZ
` IIS
1 ✓ �-
IIZ IOT
IIZ IZ
'
N
N
'w21 SnNO9
P 0.3I30 .6/n '196
-_
IIHM
SnN09
9.-II30 .8/n
'i9H ll13M 8/L TT -.9 r
w
O 110-1�
0 'ld3
J 0
'SMI
� \
O
m i'
A
0 131321130 x
gee
o �, �� 1130_ �� lHN0Ild0
N
'0
v
o o
=
w'T --- 121NS3M
P
N C r
= --I O_1
N I
=
O
=
cn o
_
1.0-10Z
°'-..Z/T 9-.8 I.Z/t 6-.8co ;
I 0
0 121NS-lM
' •ON3 133
31913
iH SNWnl00 1331S m
Snf aH HIO 1,£/M----,
•M•0
`S SIOf d00�3
NI HSnl3 '9NO3 ..TT -,6T
2106 lAl IZ/T 6XI,t/£ (Z)
' WH3
1331S 0£XOTM
0£0£A93
H
41.
01133 'A'0 1H
-
032133NI9N3
130 130 '108
N
o
_
090£
S21313H21 9XZ +
01 NMOO 88nA
~'
N
N
090£
'
•• -.S ,.Z-IZ
_
.. -.Z ..0-.S ..L
.,TT -,T ..8/L t -It "TT -.T ..8/S 0-.t ..Z/T t -.S
118-.S
NOI1H001 Old3 S/N
9 iOH IIHM .,8/T T-.8
N
.,Z -,L
110-18T
ti?J1X� / �dN0Ild0 Rr
t00T`800T`L00T`900T`Z00T`Tgl I01d
Jld9 (1dW2103) N30
58000 3l9noa
SONIlIH2! DOOM
,,139 W21 SNINIO
ON13lSI N3HOiDl
13211X3 lHN0Ild0
'13'OS 60t - 39Hd139 21H0 Z
d3 '13'OS ZT - 00H 'MOM Jlue 'I81
'1.106 sot - OOH 'W21 snN09
13'OS 08 SOOH•
N.idO dwn9 S/N N
'id'OS OLTZ = 1H101
'id'OS LSOT - 2100113 0N003S
13'OS £iii 2100113 1S21I3
-q!DuiooA :i�iunn--q
'9 JOS133HS33S *w_
SM3IA NOI103S W08A N3>Hi 39 01
SNOISN3WI0 '1N30N3d30 NOIIdO 3-113
S21IH1S / 39H8HO iH S1HSI3H IIHM
•
'-11JNOIldO SI iOH 314313 ,S/t T-.6*
'310N 33S 210 "OiD N.00-1 1I330S
`SNI-II30 130210 S31bOIONI - ==
'SNOI1HA313 '9 SNOI103S `6310N 336
'lldM ONId03S S2iHOIONI - �
0310N SI iHOI3H - SIMM 1H9I3H
021HONHIS-NON S3IHOIONI -
8/T T-.8 30 1HOI3H IIHM O2UON131S
* H S31HOIONI N21311Hd ON -
:SN�laidd 1.HOI:DH
316113 3lHM IIZ/T T Si I11H33 3W13213.,
'SNOIlIl2IHd 8OI2131NI AI ..Z/T S ONH
9N,H1HS '1X3 H1IM ..9 321H S1 -UM 9XZ
IIHMJl210 2103 IIZ/T sm,d 36619 4330
..tZ 30 3OH.9 01 9NIG8000H MiHOO-1
321H S13N.9130 '31H1d 71HM IIZ/T £ 01
03NO.SN3WI0 38H SNO,1Ii8bcJ 2i10.8:DiNI
'NOI1HONn03 30 3aIS1nO HEM Hsnll
NOH9 0-13H SI HOIHM `9NIH1H3E-IS ..Z/T
3on30NI 01 03NOISN3WI0 3216 ONH
3WH213 H08 ..t 38H S3113M 21012131X3
:SNOISKMO
'S3nlHA NSIS30 '9'I'd*S T66T 21313
(SS3l 210 6Tow) 3Hn03 210 cUS Z# NO
036139 S3ZIS 2130U3H 19 WH39 `iSIOf
llH '3SIM213H10 0310N SH 11330X3
(3WH213 ..Z/T £ 01) 621301JdS I.Z/T HEM
9XZ (Z) 38H S-130H3H -i.8n10naLs -i-iH
:-IU;G DO
gp•uo}anq—l-,sq
1
„o -.i=„ -Vii :TlHOS
Nd—ic� �iOTIA ONO M
.10-.86
L0
SOOZ`-VOOZ`800Z`000Z`900Z`ZOOZ`TgI told
'3S!M8:9H10 0310N SS3W
8902
S3f11dA NOIS30 '9'I'd'S
00-
T66T �3d (SS31 80 6TOW)
co
'03 80 cV G Z# NO 03Sd9
3ZIS 80H V Wd39 `1SI0f
'36!M83H10 0310N SS3W
)v
dJIS 9XZ (Z) 388 S2130d3H
w
0
168ni0(1211S 11d 'HOIH
:SNOISIA38
o
„8/T T-,8 ]8H S11dM 2113
'0310N
/08/6
TOOZ /OE/6
:31
PUZ 83H10 11d
:3140
'-'
SH S11dM iSH 08HONd1S
a
o
-NON S31d0I0NI - ,®
3
m
1
„o -.i=„ -Vii :TlHOS
Nd—ic� �iOTIA ONO M
.10-.86
L0
SOOZ`-VOOZ`800Z`000Z`900Z`ZOOZ`TgI told
Til iM *XZ -190
8902
00-
co
w
zn
o
00
=
0
1I1'0
N
p
H
Q)
W
C�
0 00
-
v
0
� n
=
0
N
<
Z
H
c
i rnco
~
O
,,,
-P
tZ81
Til iM *XZ -190
W/LXlU-S H I I HLntu
W/TOP-MOUNT HANGERS.
BLOCK SOLID BTWN JOISTS
FOR PLYWOOD NAILER.
NOTCH TYPE "X" TRUSS
2" x 10 7/16" IN BEARING.
FLUSH BEAM n N/S BUMP
SCALE: 3/4"=1'-0"
(2) 1 3/4" x 16" LVL
BERM W/APPROVED HGR's.
2x6 RAFTERS
2x4 CLG JOISTS
2x8 RIDGE
SEE DETAILS 0�7
SHEET 6 of 6.
12 12
g � 16
23-9 7/16"
K10'-5 7/16" DIMENSIONS TO OUT–
OF
UT–OF EXTERIOR SHTH'NG
91 _§L__X � 2x12 HDR
00
13c,
r -I -
G'NME7_ RM o
�-+ o
—4
00 1"
1'-1 7/8"
1
2x12 HDR W12x16 STL BERM
—TOP OF FOUNDATION BEYOND �1
L
r ---TOP OF SLAB
SECTION c
-)
SCALE: 1/4"=1'0"
WITH OPT'L BONUS RM
00
00
I
00
1-1
1-I
m
DL
REV.
46 I
Lo
w
DEN
ISSUE DATE:
m
N
H
w
9/30/2001
Ln
00
0
co
DBL. 2X1O's m 1
& FLAT 2x6 0? I u)
cc
w
m
60 00 z
ct ,ten o
o �-
0 _ M _
J-�
Q
:3:
3
2x10's
DBL WALL @
MED CAB'T
4'-0"
12
16
X
TOP -MOUNT HANGER-- 3'-10"
BOTTOM OF STEEL BERM
AT 9'-1 1/8" A.F.F. -
SEE DETAIL AT LEFT. 010,
00 NOTE WALL HGT ABOVE.
m
m GREAT RM
I
2x10's
RDD'L
CRAWL
BEYOND
HLF -WALL &
WD -CAP STD.
WOOD RAIL'S
OPT'L/ExTRA
N� HALL OPTIONAL
5' 3 1/2"
2x8 94NIO RM
FLOOK juISTS
1' -ll 7/8" IF OPTIONED
P11 7
F_
cD
00
'-, J
rl 3
00 U
J
LL_
BASEMENT -y 7 15 16" SECTION^\
V n�II -'
m ', J - ; SCALE: 1/4"=1'-0"
NOTE; FURRED I
in OUT 1 1/2"
FOR dRYWLL
m
FOYER yy
REV.
46 I
2 -CRE
II I
1
�' 2x6 Lf1ND7JG
ISSUE DATE:
9/30/2001
31-1"
Lf)
0
0
N
15/16"
i
h,9 i
'
n
---- -- -
I it 1
---- it-=------�
11 1
— --
II ,)
ja I I I,
2x8 LANDING 11
F_
cD
00
'-, J
rl 3
00 U
J
LL_
BASEMENT -y 7 15 16" SECTION^\
V n�II -'
m ', J - ; SCALE: 1/4"=1'-0"
NOTE; FURRED I
in OUT 1 1/2"
FOR dRYWLL
m
REV.
ISSUE DATE:
9/30/2001
REVISIONS:
0
0
N
IN
Plot tb1,26000,26040,26200,26240,26300,26340 bs41_burton.db
L0
W (&-
LJ.J Q
(n Ln
BRIG. WALL
PANEL
GRADE
1/4'
X 64
lx6 FRIEZE
-
FIBER REINFORCED
P.T. 2x4 SILL
PLATE
(2) 2x6 HDR
.4" CONC. SLAB
OR SILL SEAL
BELOW
THIS SHEET
8"
COMMON BLOCK
O
J
VARIES
4„
_
3
4
r
2x4 CEILNG FLUSH
�;
=o
o
Z
4" COMPACTED
W/BOTTOM OF LVLs
GRANULAR FILL
°
1"x10" RIGID
16"
AND CANTILEVERED
THICKN'D
SLAB 9
BRN'G WALL
SCALE 1/2"
= 1'-0"
I
WALL PANEL
SILL SEAL
16" ASS ANCHOR
00 6x8 BLOCK
Z
tV
m
EXP. JOINT
4" CONC. SLAB
VARIES
GRADE
8" COMMON BLOCK
r I
I
I SCALE: 3/4"=1'-0"
MASONRY VENEER
1/2" AIR SPACE
WALL PANEL
SILL SEAL
16" ASS ANCHOR
STRAP ram 64" O.C.
- z
00 8" L -BLOCK -
COMPACTED
GRANULAR FILL
(4" MIN.)
POURED CONC.
FOOTING
16" 2 STORY I
12" RANCH
EXP. JOINT
FIBER -REINFORCED
4"
CONC. SLAB
VAPOR BARRIER
/2"x24" RIGID
INSUL. (R10)
'_4' Le. .e. . FLC
EXP. JOINT
WALL PRNEL----W1� - REINFORCED CONC.
VAPORSILL SEAL
BARRIER
16" ASS •- 2"x242' RIGID
STRAP a 64" • SIIINSUL. (R10)
••-
.......:.............. .... ...
GRADE
GRADE
1/4'
X 64
lx6 FRIEZE
-
TIGH
8" COMMON
BLOCK
(2) 2x6 HDR
W2430
c�
4' COMPACTED
THIS SHEET
8"
COMMON BLOCK
O
J
GRANULAR FILL
GRANULAR FILL
_
3
4
r
2x4 CEILNG FLUSH
�;
=o
o
Z
>-
W/BOTTOM OF LVLs
' 02
°
1"x10" RIGID
1'.x10" RIGID
AND CANTILEVERED
tt
m
I
INSUL. (RS)
I
INSUL. (RS)
`�'
BEYOND SHEATHING.
c►•
D CONC.
DRYWALL
I I
POURED CONC.
I
°.
`\j
FOUORI
NG
I
°
(
1
FOOTING
`v
16" 2 STORY
4.5"
L
16" 2 STORY
12" RANCH
TYPICAL
FOUNDATION
T-7
L
° '
12" RANCH
FOUNDATION
3
°F
SLAB
w/BRICK
SCALE: 3/4"=1'-0"
EXP. JOINT
WALL PRNEL----W1� - REINFORCED CONC.
VAPORSILL SEAL
BARRIER
16" ASS •- 2"x242' RIGID
STRAP a 64" • SIIINSUL. (R10)
••-
.......:.............. .... ...
6'-001
0
�� JOIST 3/8" PLY
HANGER
1x8
7/16', O.S.B.
(2) 2x10's W/ '
4 1/4" SPACER
60 0 0
�o
0 I.L.
00 0
PORCH S C'TION
SCALE: 3/4"=1'-0"
It,
1x,
5" CROWN
ALIGN
W/FRONT
1x2
1x4
1x4 1
M
1x8
1x8 PIN-
WHEEL
POST
A__�ORND
METAL—1
BASE x10
CROWN MLD.
1x3
HDBD.
SIDING
METAL
FLASHIN(
1x6 .
S" CROWN
1x2
1x4-
DORMER
x4
DORMER DETAILS
SCALE: 1"=1'-0"
12
PLYWD SHTHNG ON
12 2x6 RAFTERS AND
2x8 RIDGE ADDED
AFTER BRIC WORK.
STEEL
ANGLE
ENCLOSE WITH
1/2" PLYWOOD
SUB -ROOF CAP 4 /4";
2x6 RAFTER
1x6 FASCIA
2x4 SOFFIT
RM-
4. 1/2"
CROWN MLD
GRADE
T
1/4'
X 64
lx6 FRIEZE
-
TIGH
8" COMMON
BLOCK
(2) 2x6 HDR
W2430
c�
4" COMPACTED
THIS SHEET
(TO SINGLE TOP t�)
J
O
J
o
GRANULAR FILL
_
3
815
r
2x4 CEILNG FLUSH
�;
=o
o
;t
>-
W/BOTTOM OF LVLs
' 02
11 i
1"x10" RIGID
AND CANTILEVERED
AND CANTILEVERED
tt
m
4 1/4" FOR TRIM
INSUL. (RS)
4 1/4" FOR TRIM
N
00
BEYOND SHEATHING.
-'
D CONC.
DRYWALL
I I
N
I
°.
I
FOUORI
NG
-O
�
00
TO WINDOW
`v
16" 2 STORY
4.5"
L
J
12" RANCH
TYPICAL
FOUNDATION
T-7
N SLAB
SCALE: 3/4-"=1'-0-'
DR SIMILAR
N
6'-001
0
�� JOIST 3/8" PLY
HANGER
1x8
7/16', O.S.B.
(2) 2x10's W/ '
4 1/4" SPACER
60 0 0
�o
0 I.L.
00 0
PORCH S C'TION
SCALE: 3/4"=1'-0"
It,
1x,
5" CROWN
ALIGN
W/FRONT
1x2
1x4
1x4 1
M
1x8
1x8 PIN-
WHEEL
POST
A__�ORND
METAL—1
BASE x10
CROWN MLD.
1x3
HDBD.
SIDING
METAL
FLASHIN(
1x6 .
S" CROWN
1x2
1x4-
DORMER
x4
DORMER DETAILS
SCALE: 1"=1'-0"
12
PLYWD SHTHNG ON
12 2x6 RAFTERS AND
2x8 RIDGE ADDED
AFTER BRIC WORK.
STEEL
ANGLE
ENCLOSE WITH
1/2" PLYWOOD
SUB -ROOF CAP 4 /4";
2x6 RAFTER
1x6 FASCIA
2x4 SOFFIT
RM-
4. 1/2"
CROWN MLD
DOUBLE
RAFTER
T
1/4'
X 64
lx6 FRIEZE
LVL's
TIGH
D DBL
rop ft.
(2) 2x6 HDR
W2430
c�
0
o
THIS SHEET
(TO SINGLE TOP t�)
J
O
J
o
cl
_
3
815
00
2x4 CEILNG FLUSH
�;
=o
o
;t
>-
W/BOTTOM OF LVLs
' 02
11 i
m
AND CANTILEVERED
AND CANTILEVERED
tt
m
4 1/4" FOR TRIM
4 1/4" FOR TRIM
-m
00
BEYOND SHEATHING.
-'
BEYOND SHEATHING.
DRYWALL
2x10's
DOUBLE
RAFTER
1 3/4"
1/4'
X 64
1/2'
LVL's
TIGH
D DBL
rop ft.
t-
W2430
c�
0
o
THIS SHEET
J
O
J
o
cl
_
3
815
00
WDW.
�;
=o
m
iz
3
R.O.
2x10's
FRAMING ENCLOSED
UNDER CANTILEVER FOUNDATION
W/PLYWD SHERTHNG. 2-21' WALL
OUT -to -OU
of SHTHNG
OPTIONAL 9'-1 1/8" WALL HGT.
FORMAL BAY (w/BRICK)
SCALE: 3/8"=1'-0"
SECTION
THRU DORMER
SCALE: 1/4"=1'-0"
12
12 PLYWD SHTHNG ON
2x6 RAFTERS AND
2x8 RIDGE ADDED
AFTER BRICKWORK.
STEEL 1/2"
ANGLE
ENCLOSE WITH
1/2" PLYWOOD
SUB -ROOF CAP 4 1/4" "
2x10's
2x6 RAFTER(2) 1 3/4" 1/4"
i—�" '*_ x 8' 1/2"
x6 FASCIA
2x4 SOFFIT LVL's TIGHT
T DBL OP P
CROWN MLD
DOUBLE
RAFTER
60 1/2"
2x6 "' BEYOND <<
REV.
RAFTER III
1x6 FRIEZE
12 nl ul
m ut
ISSUE DATE:
12
ul m
SII ":TRIM DETAILS -
W2430
(2) 2x6 HDR_
0
o
THIS SHEET
i
O
(TO SiNGLE TOP til
o
NOTE:
_
815
2'_8„
WDW.
�;
=o
m
iz
3
R.O.
WIDTH
\
-
,I
AND CANTILEVERED
tt
m
m
4 1/4" FOR TRIM
If
II: �
1
-'
BEYOND SHEATHING.
DRYWALL
I I
N
--'
t
-RETURNS
-O
�
00
TO WINDOW
`v
4.5"
3-3"
BETWEEN
DOOR STOP
T-7
DOUBLE
RAFTERS
DR SIMILAR
N
3
°F
MOULDING
AT WINDOW
SECTION
THRU DORMER
SCALE: 1/4"=1'-0"
12
12 PLYWD SHTHNG ON
2x6 RAFTERS AND
2x8 RIDGE ADDED
AFTER BRICKWORK.
STEEL 1/2"
ANGLE
ENCLOSE WITH
1/2" PLYWOOD
SUB -ROOF CAP 4 1/4" "
2x10's
2x6 RAFTER(2) 1 3/4" 1/4"
i—�" '*_ x 8' 1/2"
x6 FASCIA
2x4 SOFFIT LVL's TIGHT
T DBL OP P
CROWN MLD
60 1/2"
REV.
1x6 FRIEZE
ISSUE DATE:
W2730
9/30/2001
W2430
(2) 2x6 HDR_
0
o
_
LEFT
O
(TO SiNGLE TOP til
o
_
815
2x4 CEILNG FLUSH
1„
�;
=o
m
iz
3
W/BOTTOM OF LVLs
\
-
00
AND CANTILEVERED
;;; r-
m
m
4 1/4" FOR TRIM
cp
II: �
1
-'
BEYOND SHEATHING.
In, �
1'
N
--'
�
00
uvwm 2x10's
FRAMING ENCLOSED
UNDER CANTILEVER FOUNDATION
W/PLYWD SHERTHNG. 2-2" WALL
OUT -to -OU
of SHTHNG
8'-1 1/8" PLATE HGT STD.
FORMAL BAY (w/BRICK)
SCALE: 3/8"=1'-0"
y
m
60 1/2"
REV.
ISSUE DATE:
W2730
9/30/2001
W2430
REVISIONS:
0
o
Q
LEFT
O
RIGHT
INDIANAPOLIS (n CC)
Plot tbl,llili burton_in_l.db
60 1/2"
W2730
W2430
LEFT
RIGHT
815
5836
LEFT
OW
EF3-34
00
3
00p �FILLER
m JJ
mm i
`v
4.5"
uj
N
3
°F
------------
m
c,
or-
�_
cl
836 m
w
n7 W
3�
m
O
CL
(V
•--F-----
8" RADIUS
�w
WIT
KITCHEN
CABINETS
SCALE:
3/8"=1'-0"
642
W3630
W4230
INDIANAPOLIS (n CC)
Plot tbl,llili burton_in_l.db
37'-11"
9'-4 3/4" V-11" 4'-1 7/16" V-11' 7'-211 51-7" 7'-2"
7 3/4"
O
�,
ISSUE DATE:
Z-
9/30/2001
REVISIONS:
0
i i 7 i
O
cv
D0 0 O
'
N
-- --- -- --- --- -- ---
OPTIONAL
N
BKFST
BAff-t
C F M 2 0's
I
,
--
--
--
--- I 1
1 I
I
I
I
I
I
I
1
i
I
I
I
�_1
N
1
1
r
I
1
E-
.--I
16'
2x1
's
16"
O.C.
14' 2x1 s
i
I
I
I
I
1
CL
F T
14'
6" LONG
16" O.C.
I
I
I
1
I
I
•-
---
-
--- --- A ABV -- --- -I
--- -- I
�-
---
---
--
---
--!Ir
---i
ws
--
---
-
-----------------
1
I
'
12
2xl
s
8' 12xlQis 16 0.
iv
16'
D.0
T TO '-7 LO
(n
I
1
I
I
I
N
I
In
I
I
J
c0
m
DBLJl 11 11
I
16'
81
2"
8'-2 1/2" R.O.
I
'
LL-
5'-1 1/211 3-1"'
3 1/2"
�I
n'
N DBL
1
1
n
N
'
I
m
I
I
'
_
DBL
N
I
I
,
I
I
I
12'j8
1
2"
1
12'
10'
10 A x 's
I
16
D.C.
16
-
^,
I
I
Q)
1
J I
m I
1
0'-
Q I
I
1
I
I
I I
I 1
0
I I I
N
O
I
1 I
I i I
OPTIONAL
FRONT BRY/DEN
3-6
3/4"
4'-2
1/8"
T-6 3/4"
1'-11
3/4"
1'-11 3/4"
15'_ j -
Ful
OPT'L DEN BAY
(WITH BRICK)
SCALE: 1/4"=l'-011
FIRST FLOOR JOIST LAYOUT
NOTE:
ALL FLOOR JOISTS ARE TYPICALLY
2x10 #2 SYP OR EQUAL IV 16" O.C.
EXCEPT AS NOTED OTHERWISE.
FLOOR FRAMING SHOWN w/RIM JST's
HELD IN 1/2" s PERIMETER WHERE
SIDING AND 4 1/2" WHERE BRICK.
m
REV.
�,
ISSUE DATE:
Z-
9/30/2001
REVISIONS:
0
0
N
U
Plot tb1,27001,27140
bs41_burton.db
FEW
I
Piot tbl,27002,27240
m
m
SCALE: 1/4"=1'-0"
37'-11"
2x LANDINGS VARY
-SEE SECTIONS
FRAME ACROSS IF
SLAB AND 8'-1 1/8"
STD CEILING HGT
(NO UPPER LANDING)
NOTE:
ALL FLOOR JOISTS ARE TYPICALLY
2x10 #2 SYP OR EQUAL La 16" O.C.
EXCEPT AS NOTED OTHERWISE.
FLOOR FRAMING SHOWN w/RIM JST's
HELD IN 1/2" a PERIMETER WHERE
SIDING AND 4 1/2" WHERE BRICK.
----------------� NOTE:
ADD LVL's & (2) MORE
END -JOISTS w/ GARAGE
STORAC
I r" n r,
0)
(D
REV.
ISSUE DATE:
9/30/2001
REVISIONS:
0
0
N
)
u
ADD 4 JOISTS AT SIDE-WALLS OF DORMERS
n
L
D
L
D
3
OPT'L G _ME RM JOISTS (2x8)
SCALE: 1/4"=1'-0"
bs41_burton.db
El
I
W
❑ C)
0 77
L H
cl
0L
I- h
W
= N
CE
U)
O
Z
is
ujW
W
10'
2x
6"
O.0
oc
J
o-
Ij0
0
N
I
SLI
of
I If
1
2
8's
6"
0.
J
x LL- .
�Q�
mm I
_A
N
3-6 1/4"
3-0 1/2" 6-3 1/2" 3-0 1/2" 4'-1 1/4"
t t
20'-0"
ADD 4 JOISTS AT SIDE-WALLS OF DORMERS
n
L
D
L
D
3
OPT'L G _ME RM JOISTS (2x8)
SCALE: 1/4"=1'-0"
bs41_burton.db
El
I
W
❑ C)
0 77
L H
cl
0L
I- h
W
= N
CE
2'-0" THEN 2'-0" O.0 \
/OUT OF
SHEATHING \
TOP PLRTE
GABLE /
\ 1st TRUSS /
LAYOUT DETAIL ,
\ 4 SCALE: 3/4"=1'-0"
12 LINE OF F
TRUSS W/
6 OPT. 9' CEIL'G
5'-8 1/2"
CONVENTIONALLY
FRAME ONE
RAFTER/ ONE
CEILING JOIST
NO
O.H.
8" O.H
CONVENTIONALLY
FRAME w/2x6 RAFTERS
& 2x4 CEILING JOISTS
8" O.H. AT SLOPE OF ROOF ABV.
„ „
1 , NO
1 !1 II 1 I
I-TI------ir-----n' I O.H.
I I 11 I I Ili
111 l 8" O.H.
11 11 II 1
I I 11 II
lilt
II I II II II 1 tl
--at N---- '4'----- tF--- -----
2'-0" 24" O.C.I T 11
X
I I
1 I
8" O.H. ;
I I _11
---- ----- ----- ----- ----- ----- ----------------------- ---------------
----- - , ---- ----- ----- ----- ----�
----- ----------------- -- ----- ----- ----- ----- ----- ----- ----- ---- ----- ----- ----- ----
1 I --- -ii I �
T
NON -STD I
4'-0" BUMP
I
1
1
i
1
1
I
1
z G
O
Q
i U)
1 Q
1
I
i
1 >
'IL J
z
(2) 3/4" x 16" VL RM 20'-3 1/2" L. ONG cr
t II I II 11 1 II 11 II I II I 11 ly i..�
t II III II 11 Iil 11 II II I11 II III II ly
co
t II 111 11 11 Iil II II II III II ill II ly cl
I II III 11 II 111 II II II I11 II 111 11 Iy LL_
1 11 III 11 II III II II 11 III II 111 11 ly
t 11 III II 11 111 II II II I11 II 111 11 ly
I 11 Iil 11 11 I11 II
It II III II 111 II ly
1 II III II II III II II ii III II 111 tl ly
1 II 111 If 11 III 11 tl II III It tll 11 ly
I it 11[ ----_ -- 11 II 11 II ---------
:::DORMER:::
------ II 14
I 11 Ilr-----�11 II II II -------'�11 11 Iy
1 II III III II II 11 III III II ly
I II III I11 II II it III I11 II ly
DORMER :; [till ;
III III II II II 111 III II ly
----- --=-- ----; ;;;DETAILS;;;
:�:ON SHT ;:
I II III I11 II II II 111 111 II ly
II 111 6 of 6. 111 II II II 111 I11 II ly
;; N� 2 RAFTERS;; 24" O.C. ;;—�;�
1
2x8; C" G JOISTS;; THROUGHOUT
II III
1 1
, II 111 111 " II II 111 III II ly
LL___-_____--L__11_____JL_-_-_LL JLL----------
------ JL--J-JL LL _________J U ----- 11 -----
I
I II III III 11 II II I11 III II I
----- ----- ---- ; =1/3'-3 1/2" 6'-0 1/2" 3'-3 1/2" 4'-0 1/4"
I
I
I
J
I z
O 34 1/2"
F Q
12
1 (J) O
Q O
ill
200E TRUSS /
RAFTER LAYOUT
12
LINE OF OPT'L 6
MASTER B.R. VAULT
1 3
1 12
111 1/4" `
_
1 ,
20'-10 3/4" 14'-1 1/4"
-----------------------------------------------------------------------------------------------------------1
35'-4"
Plot tb1,28100,28140,28190
NOTE:
TRUSS TAILS
ARE 6 1/2" FROM
OUT-of-SHTH'NG
UNLESS NOTED.
n06
10 1/2"
j02" 3'-10"
NOTCH 4'-0"
m
t
t
'
I
t
I
�
'
i
' '
REV.
I 1
1I
1I
i 1
i I
i I
II
1 I
I I
' t
II
ISSUE DATE:
0
'L
ISS(
REVISIONS:
'
'
0
CIA
II
II
-
'
� '
II
t I
w
AST
R B
'
'
'
I
'
'
1 1
i 1
1 1
t 1
tl
I
-----
1
1
1
t
------------------------
---ii
1
, t
1 5:
ii2iiiiii)ifcfciiiii
6:E662:^E-EEiciiE
:: :I::::.. ....
i S7i_ F.iEi
_ _ _ _
----
I
---
----------------------
----
-----
----
-----
I�
11
II
I
t
II
11
1
it
11
z
Z
t
I
11
Q
t
1 1
11
Q
t
U
II
it
t
I
I i
Cc
I'
I;
I1
11
LL.
I
I ----
-----
1
C[C
2x8
I
IbGE
& 2x6
RAFT
FIL
44" O.C.
OR
VALLEY
1
..IC
TRU
S�8u I
.0. R
FTER
---amu
----
tl
:[G
I
I
,
- - - -
----
----
-------
,
- - - -
1
.:it
it
1..
-
---
--
----
- ---------
--
---
...........
................_....
'
.. .... ......
.... ....
...........
...........
..FF
...........
.. ... ... .IF
........ ...
...........
..... ... ...
-.T. ...+.
- -
- - J I
- -
Iit
'
::i
1:
..
._ih
�
GIRDER
-----
------
(til
I I
0
1 1 I I
I 1 1
.a
L --- ---- -----
---------
------
1
III
12" O.H.
STD.
I"
oil
CUT OFF TAILS
AS REO'D F9
GIRDER
Pit',_
T
NON -STD I
4'-0" BUMP
I
1
1
i
1
1
I
1
z G
O
Q
i U)
1 Q
1
I
i
1 >
'IL J
z
(2) 3/4" x 16" VL RM 20'-3 1/2" L. ONG cr
t II I II 11 1 II 11 II I II I 11 ly i..�
t II III II 11 Iil 11 II II I11 II III II ly
co
t II 111 11 11 Iil II II II III II ill II ly cl
I II III 11 II 111 II II II I11 II 111 11 Iy LL_
1 11 III 11 II III II II 11 III II 111 11 ly
t 11 III II 11 111 II II II I11 II 111 11 ly
I 11 Iil 11 11 I11 II
It II III II 111 II ly
1 II III II II III II II ii III II 111 tl ly
1 II 111 If 11 III 11 tl II III It tll 11 ly
I it 11[ ----_ -- 11 II 11 II ---------
:::DORMER:::
------ II 14
I 11 Ilr-----�11 II II II -------'�11 11 Iy
1 II III III II II 11 III III II ly
I II III I11 II II it III I11 II ly
DORMER :; [till ;
III III II II II 111 III II ly
----- --=-- ----; ;;;DETAILS;;;
:�:ON SHT ;:
I II III I11 II II II 111 111 II ly
II 111 6 of 6. 111 II II II 111 I11 II ly
;; N� 2 RAFTERS;; 24" O.C. ;;—�;�
1
2x8; C" G JOISTS;; THROUGHOUT
II III
1 1
, II 111 111 " II II 111 III II ly
LL___-_____--L__11_____JL_-_-_LL JLL----------
------ JL--J-JL LL _________J U ----- 11 -----
I
I II III III 11 II II I11 III II I
----- ----- ---- ; =1/3'-3 1/2" 6'-0 1/2" 3'-3 1/2" 4'-0 1/4"
I
I
I
J
I z
O 34 1/2"
F Q
12
1 (J) O
Q O
ill
200E TRUSS /
RAFTER LAYOUT
12
LINE OF OPT'L 6
MASTER B.R. VAULT
1 3
1 12
111 1/4" `
_
1 ,
20'-10 3/4" 14'-1 1/4"
-----------------------------------------------------------------------------------------------------------1
35'-4"
Plot tb1,28100,28140,28190
NOTE:
TRUSS TAILS
ARE 6 1/2" FROM
OUT-of-SHTH'NG
UNLESS NOTED.
n06
10 1/2"
j02" 3'-10"
NOTCH 4'-0"
m
REV.
ISSUE DATE:
9/30/2001
REVISIONS:
0
0
CIA
L0,
71-111
Lei
q'-1" 14'-8 4/R"
x
H
3
bs41_burton.db
0
z
0
J
_j
W
0
0 CD
�z
H
Z_
LL
Ld
W
_ m
U7 =
--------------------------------------,
I
OPT'L (;AMC RM
SHOWN DASHED
----i
1
BRICK IS NOT ,
AVAILABLE w/
OPT'L Cz,� M E RM
r � � I
,I I I I
----------r;;------------------r;. „�------------
------------------ ', I I I� - - - - - - - - - - - -
i• ,I
�mlmlm[mlml - I
mim imimimimiml
i
7 1/4" TAILS - STANDRKO
11 1/4" TAIL a FRONT WHERE BRICK
SIDING BRICK
ELEVATIONS
SCALE: 1/4"=1'-0"
12'-0"
I 1
I t
-------------------------- ---- - - -- _J t
— — — — — — — — — --- _ _ — — - — = — — — — — — — — •----------------------------------
_I
1 '
-- ---- - - - - -
� r ---.-----'-----.--------.J I
------------------ -----------__----___] 1
II I i
TOP OF
I I 24'-0 1/2" "L" BLOCK'
i 1 i
r - ' SLAB DROPS 4" '
TOP OF I TOP 01`--'
'
9 WHEEL STOP CRS 1 °O 6" BLOCK'
-Z =Z:1 r _ _ J (UNLESS MODEL) I 1
I I
I 1
1 1
26'-0' I I
I � I
• I 1 I
' 24"x24"x12"/:''- 1
UNEXCAVATED CONC FTG IF --
4" CONC. SLAB OVER 4" BONUS RM. '
GRAVEL BASE. 16" H 8x16
CONCRETE BLOCK WALLS
OVER 12"x24" FTR F9 1 -STY, 'A
- - - - - - - - - - - OR 16"x24" FTR Lm 2 -STORY. O,o �� ;
TOP CRS IS 6" BLOCK. �jOtiI6 I '
i 1
29'-5 3/4" 1 4� %
r- --------^.--7
(L O I 1
`I r--.- --- --- O Q 1 I
-�i�---=--------==1 J J r - - - - - - - - -
I I I (n LL. --- - --
11 I TOP OF 1
FOOTER
----------------------------------------- —-------- 1
-- ----------------------------------------------;T2'-
0"--- t
16,_0"
20'-0"
WHEN BRK #2 IS OPTIONED SET A TOP CRS OF "L"
BLOCK FACE -OUT w/LIP 1/2 CRS DOWN AS LEDGE.
(NOT AVAILABLE w/BONUS RM)
SLRB FOUNDATION
SCALE: 1/4"=1'-0"
Plot tbl,29000,29002,29004
Th
m
ao
N
=R
iE
CK
N
tt
S
REV._
O
x
z
1-4
F-
80 00
ISSUE DATE:
5'-2 3/4" 6-9 1/4" m
z
9/30/2001
REVISIONS:
0
0
�
1-4
to
W
N
#
a
-1
-
o
1
C
N
z
ov-
°°
�,
`-•
ac
z
-
O
m
o_
do
3
1—
O
U
N
O
m
°4
m
m
�
�
o
N
CV
,--1
ao
N
=R
iE
CK
THESE THREE BEAMS 2�' o
& CONCRETE FOOTERz
REQUIRED w/OPT'L o o O o
GAM E RM ONLY.Wcj
I W Q W O
J F-
- --~ 10
� N z N
moo'-'
60
z
W12x16 STEEL BEAM _
& 3" STEEL COLUMNS
WHERE INDICATED w/ ` - -.1
4'-2"
_ ____ OPT'L &AIVC RM ONLY.
OFM E R.L
E—
W 0 _ (n 1 ~ U
O O "' �(j l�_Q
c i 3" DIA. ADJUSTABLE Q' o
STEEL COLUMN ON o
24"x24-"x12"POURED �X u-
u -
_.t. _... CONC. FTG. (TYPJmem
o
SLAB IF 2 -CAR GARAGE N J 3
PLAN
.......................... 2030
C _ 16'-0" x T-0" OVERHEAD DOOR 1 tH I l UHKh
DOOR HD HC -
(2)
C(2) 1 3/4"x11 1/4" LVL HEADER - ----
I
I
II 2'-0" 16'-0" 2'-0" V-10" 2'-2"
BRICK OPTION #2 IS ONLY
AVAILABLE WITHOUT BONUS RM 2'-0" w/OPT'L
(SEE ELEVATIONS) BRK VENEER
II
20'_0" 4'-0"
______=_= FLOOR PLAN
SCALE 1/4"=1'-0"
THIS WALL w/
t--PRRTIAL CRAWLSP.-------------------------------
I 1
ir---------------------------------
11'-6 1/2"
UNEXCAVATED
4" CONC. SLAB OVER
4" GRAVEL BASE. 8x16
CONC. BLOCK WALLS s
---------------------------
• 1
I
-----------------------
o
------ --------------, I
I 1
I 1
I
12147,
O
ao
24"x24"x12"
CONC FTG.
IF BONUS RM
32"H OVER 16"x8" FTR.
1
S� Si
2
Oj°T MI6,, X16-,
I01� I
4� I
23-6 1/2"
i
1
I
O O
(n LL. ' _ --
� I
0
ao
m
tt
S
REV._
O
=
z
1-4
F-
80 00
ISSUE DATE:
5'-2 3/4" 6-9 1/4" m
O
v
9/30/2001
REVISIONS:
0
0
�
to
W
3
THESE THREE BEAMS 2�' o
& CONCRETE FOOTERz
REQUIRED w/OPT'L o o O o
GAM E RM ONLY.Wcj
I W Q W O
J F-
- --~ 10
� N z N
moo'-'
60
z
W12x16 STEEL BEAM _
& 3" STEEL COLUMNS
WHERE INDICATED w/ ` - -.1
4'-2"
_ ____ OPT'L &AIVC RM ONLY.
OFM E R.L
E—
W 0 _ (n 1 ~ U
O O "' �(j l�_Q
c i 3" DIA. ADJUSTABLE Q' o
STEEL COLUMN ON o
24"x24-"x12"POURED �X u-
u -
_.t. _... CONC. FTG. (TYPJmem
o
SLAB IF 2 -CAR GARAGE N J 3
PLAN
.......................... 2030
C _ 16'-0" x T-0" OVERHEAD DOOR 1 tH I l UHKh
DOOR HD HC -
(2)
C(2) 1 3/4"x11 1/4" LVL HEADER - ----
I
I
II 2'-0" 16'-0" 2'-0" V-10" 2'-2"
BRICK OPTION #2 IS ONLY
AVAILABLE WITHOUT BONUS RM 2'-0" w/OPT'L
(SEE ELEVATIONS) BRK VENEER
II
20'_0" 4'-0"
______=_= FLOOR PLAN
SCALE 1/4"=1'-0"
THIS WALL w/
t--PRRTIAL CRAWLSP.-------------------------------
I 1
ir---------------------------------
11'-6 1/2"
UNEXCAVATED
4" CONC. SLAB OVER
4" GRAVEL BASE. 8x16
CONC. BLOCK WALLS s
---------------------------
• 1
I
-----------------------
o
------ --------------, I
I 1
I 1
I
12147,
O
ao
24"x24"x12"
CONC FTG.
IF BONUS RM
32"H OVER 16"x8" FTR.
1
S� Si
2
Oj°T MI6,, X16-,
I01� I
4� I
23-6 1/2"
i
1
I
O O
(n LL. ' _ --
� I
0
ao
1 00
I ,
--------------------------------------------
161-011
----------------------------------------- 16,-0„ 2'_0„
"L" BLOCK TO FACE FORW'RD THIS
WALL ONLY w/BRICK OPT'N #3.
201_0„ 42_011
BASEMENT FNDTN-
SCRLE: 1/4"=1'-0"
0
rF-4
V 1
rW
V
00
INDIANAPOLIS
burton_in_Ldb
W ��..
W 0
m
#
H
CL
tt
_
O
z
1-4
F-
80 00
w -
O
v
M I
o
�
--d-
3
-1
-
o
1
N
1 00
I ,
--------------------------------------------
161-011
----------------------------------------- 16,-0„ 2'_0„
"L" BLOCK TO FACE FORW'RD THIS
WALL ONLY w/BRICK OPT'N #3.
201_0„ 42_011
BASEMENT FNDTN-
SCRLE: 1/4"=1'-0"
0
rF-4
V 1
rW
V
00
INDIANAPOLIS
burton_in_Ldb
W ��..
W 0