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�d N
10 �9 Af
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NOTES
1. hL CASED OPENINGS GREATER 'HAM 48' WDE
HOLD HEADER TIGHT TO PLATE
2. ALL BI -FOLD DOORS R.O.'S = 1 1/2" WIDER THAN DOORS
HE AD ---R HT. = 82' AFF
3. ALL BI -PASS DOORS R.O.'S = 1" 1' DER THAN DOOR
HEADER HT = BY AFF
4. TO'dr-L BARS (TB) 00 CABINS -1S AND TOILETS
BLOCKING TO BE 55' AFF TO Ct
5. T07�'LL BARS (TB) NOT OVER CM?NE1S AND TO TS
BLOCKING TO BE 39' AFF TO CL
6. BLOCKING FOR TLSSUE HOLDERS (T11) TO BE 24" AFF
7. HEADERS 00 48' LONG REOU!i,E DOUBLE CRIPPLE
PLA11 FOR HEADER SIZE
.O.
PER STIOD
1T. 24 PLATE
E3 NA:IS 12. OC. AT
EACII h71DEi W—ER
(vim's R.O. (Y11ID0'II R.O.
PER SPEC) PER SPEC)
fPLES AT 16' OC
— OTTD!J PLATE
WIN DOkq WA DETA L
r Ir
gvILP'A�
TNS
I I I SEE BASE HOUSE PLA4 FOR FU?i}tER
` i so iN THIS ARFA
48"FAMILY ROOM EXTENSION
1 10 11,A11
18'-10•
3'-8' 3'-3' 3'-3' 3'-8'
`L C
4872 AXED 2-2x9 48)2 F1i,T:0 2-28
ROOF TRf55
24' OC !
6
CRDER TRUSS BY 6?
SFE BASE Kca Puli FOR FUNKR
INFO IY TM AREA
5u'-0'
SEE BASE HOUR PLAN FOR FVR"aE
INFO N %S AREA �
1-0' 3'-3' 11'4 i-3' L 1-6•
C1' N
1 3666 SH 2 8 Y65 SH 1-2�8 3655 SH 2-2x8 '. 4872 FIG 2-2x8 4812 11XED 2-24
i 6'_i• 13'-51/2•
I I
I w1c. I K
Q
N , B'o' ac I v yi o
Ej
s
i I MBR 4 CPEN TO N
QIL6IG� VAULTED �, o EELO'�Y a
lV
i } I r- • r-4 1/2• 3'- • i € '-o' Q 15'-li' '-o' 3'F3'
I I I 2 2/8
1 I I 12' hDZ ,"Ra) AMIE
H � Kt�-Y�A1L S tiD�L I )
I� UE OF OPTIMAL i (•, I / Loa !i !
VAULTED al:
jf 2/8 = _� - _-= __===-=-==_____-_=- -.===
j J1. I PR 2 D—
�j TTED LUTE OF OPTIMAL
+ I PR 1/6 1. P .eF�. HP4C`Rtil tM BI ` -
2-26
BR2 0
1
8'O' aG
-71/2", 5-71/2'
J-0 R& -S 1
i it+y
j �ST1J0 JAUB ,� 10'-4' 1 _�y }
I Y, FLUE IOSATC,,*1 i -s 1T Lf`!- 2 L1I f i G h i
,
j 1 TrA B1� JaJ 1 rk
8'0- aG 1
p I ^; SHOIS 43-
KNT; Y.AL STD
({I 3'-4' 1'-9• ~ I IAV c i4 I 12 i 10 9 1 b 7, 6) If
',T r G 7
1 N
\ ! ]{1
!
'' 2 6 TP.HLDR j W.1.0. '� i ;
B'0' CLc(o B'o' ac o
cr 2'B Yom; 2/8 jP/N�ts"D i 5'-9 tit•
5 1 t4AN ro:C I
J
pvE` 1 2/8
;I
S
co
O
X
FASTEN EA4H PLATE TO
EAri HX- 9, PLY 14/
163 COI.MGIL MLS AT
12' O.C. iIA:L R.RST
AD.ACENT M2 ID EACH
PLATE ALD HEILDER PLY
W1H 2-16d COMMON
N A3 -S, TlACA1
SEE PLAIT FOR
R( STUD
11£OuiRET!EiITS 5EGONO FLOOR PLAN
NOTE : ALL DIUMS011S ARE FROU FACE OF STUD TO
NOTE.
-
CdILRACTOR SHALL BE RESP933LE FOR WEnr e,G
AIL [k ISCN1S PRESENTED FERE ARE FRAM
ALL P VISONS AFTECTiliG CONTRACiOR'S FRODXIS,
MI MOiHS ONLY - SEE SHT. 1.1 FOR FOU0ATiON
Q
FOOTFRNT.
EIPENNG THE COFi13mcTiall OF SUCH YbO k
RMEN ALL 1«'NDO'N NOR HEICHTS PER PLATE HT. W
�i�J
1M`Y 1r/ ELEVATIONS AND COPd10E Di7ALS
DOCUMENTS 91ALL BE BROUGHT TO PiE ATTENPON OF THE
Field verify all dimensions
DO NOT SCALE Dl�A WINGS.
I
X
L V
FASTEN EA4H PLATE TO
EAri HX- 9, PLY 14/
163 COI.MGIL MLS AT
12' O.C. iIA:L R.RST
AD.ACENT M2 ID EACH
PLATE ALD HEILDER PLY
W1H 2-16d COMMON
N A3 -S, TlACA1
SEE PLAIT FOR
R( STUD
11£OuiRET!EiITS 5EGONO FLOOR PLAN
NOTES.
ASONECT, N KIT1,23, k10 W&TTEN rNSTRUCiia! SHALL SE LRIATM DRAWINGS FOR YMCTU.RAL 'NALL VLA1X;NC LOCAMM
BE MANED PRIOR TO Pn-i CFED1 1'ry WTN COGSRUCiIO,'I. ASD REOITMD'ITS.
THE MiTRZACTO.R STALL. BE HELD RESPOISELE FOR kNT ROOF S-fAI NG SPECIRCAiLC';
DORS, DismTkicks 03 OWSSiONS FOR tYiiCN THE 7/16• Td:CY. STRUCTURAL SEATHCIG (24/16 TAIN RA%r.)
CO!ITRACTOR FRLED TO tIOTiFY THE ARCHITECT PR;C,2 FASTEN 1 TH 8d CD -SMI MlS SPACID 6' AT MNEL EDGES MD
TO =STRUCTION A'iD/01 FAMCATL171 OF THE Y,'JRi1. 12' AT 41TERUMATE WPM&
r
DRAViN BY: ti
Midwest Arch Dept
�..
DATE:
10-05-200i
.
1 REV No.I DATE
' i 11-21-01
09-17-02
���- 2—gmw OS -26-02
Q G
SCO c
Q) CD (D
>O >
0 0 r 1 COMMUMTY- SPEC LEVELL
Level 2 1
GAkGELRT P460T-
O PLAN Name / No.
,
° 2-99
a SHEET No.
2oi( 3" 0
:5
NOTE : ALL DIUMS011S ARE FROU FACE OF STUD TO
NOTE.
FAC[ OF SND. ALL SUS AR< 3 1/2' U!+'M NOTED.
CdILRACTOR SHALL BE RESP933LE FOR WEnr e,G
AIL [k ISCN1S PRESENTED FERE ARE FRAM
ALL P VISONS AFTECTiliG CONTRACiOR'S FRODXIS,
MI MOiHS ONLY - SEE SHT. 1.1 FOR FOU0ATiON
GYSTALLATIM OR FAHTii1CATIONS IN K. FIELD PR10R TO
FOOTFRNT.
EIPENNG THE COFi13mcTiall OF SUCH YbO k
RMEN ALL 1«'NDO'N NOR HEICHTS PER PLATE HT. W
ERi70RS AND OI;SSO`IS VACCH IVAY OCCL,R N THE CO'ITRACT
1M`Y 1r/ ELEVATIONS AND COPd10E Di7ALS
DOCUMENTS 91ALL BE BROUGHT TO PiE ATTENPON OF THE
Field verify all dimensions
DO NOT SCALE Dl�A WINGS.
NOTES.
ASONECT, N KIT1,23, k10 W&TTEN rNSTRUCiia! SHALL SE LRIATM DRAWINGS FOR YMCTU.RAL 'NALL VLA1X;NC LOCAMM
BE MANED PRIOR TO Pn-i CFED1 1'ry WTN COGSRUCiIO,'I. ASD REOITMD'ITS.
THE MiTRZACTO.R STALL. BE HELD RESPOISELE FOR kNT ROOF S-fAI NG SPECIRCAiLC';
DORS, DismTkicks 03 OWSSiONS FOR tYiiCN THE 7/16• Td:CY. STRUCTURAL SEATHCIG (24/16 TAIN RA%r.)
CO!ITRACTOR FRLED TO tIOTiFY THE ARCHITECT PR;C,2 FASTEN 1 TH 8d CD -SMI MlS SPACID 6' AT MNEL EDGES MD
TO =STRUCTION A'iD/01 FAMCATL171 OF THE Y,'JRi1. 12' AT 41TERUMATE WPM&
r
DRAViN BY: ti
Midwest Arch Dept
�..
DATE:
10-05-200i
.
1 REV No.I DATE
' i 11-21-01
09-17-02
���- 2—gmw OS -26-02
Q G
SCO c
Q) CD (D
>O >
0 0 r 1 COMMUMTY- SPEC LEVELL
Level 2 1
GAkGELRT P460T-
O PLAN Name / No.
,
° 2-99
a SHEET No.
2oi( 3" 0
:5