Plans (, ew &a 9- crc / 7 9
. / v(agea ‹-aser—aLo-
RECEIVED
II EXISTING ROOF TRUSS OCT 212009
CITY OF TIGARD
ATTACH TO EXISTING BUILDING DIVISION
STRUCTURE ABOVE. PRESERVE
INTERGTITY OF F.R. CEILING /
__ _____ ROOF ASSEMBLY.
® ®ter®
! 'UNISTRUT" SYSTEM
I= M
ATTACHEMENTIN
MIN. (6) LOCATIONS
TO BE VERIFIED AND
DETERMINED IN FIELD.
f EXISTING ACT & GWB CEILING
/ = 3 /8 "DIA. CARRIAGE BO' T.
lip
•
3 LATTICE MOUNTING DETAIL
L402 SCALE: 1 1 /2 " =1' -0" •
it 6 )1- -'`mac
,, GREG NEB
, f.EATTLE, WA rsjo
•
OF 0
SK1 - REV. 1 10/09/09
COURTYARD b Y MARRIOTT 111 {.
TIGARD, O R — l '
1 5686 SW Sequoia Parkway GI A R C I T E CT
Tigard, Oregon 97224 172006ti0 "`"N0Senn
8u® 200
Seem.. WA 913188
Prop 206388 8300
Fes 2063868080
4.
SECURE TO EXISTING RAFTERS, VIF
SECURE WITH TYP. (2) 2 -1/2" SCREWS WITH 1
WASHER.
- ' STIN TRUCTURE ABOVE
I J +10 -0" AFF V.I.F.S
J L _ +9' -8" AFF V.I.F.
r XISTING GWB @ ±9' -8"
A
EXTEND GWB SCREW GWB WITH
TYP. DRYWALL
SCREWS TO META NEW 3 5/8" METAL STUDS
T .. Ir
8'-0" AFF S
I -
SCREW GWB WITH NEW 5/8" TYPE 'X' GWB
EXISTING ACT ALIGN TYP. DRYWALL
409 PAINT 409 SCREWS TO META ►A 409 E A t� D 4,
STU 4)
2 DROPPED GWB AT REGISTRATION G>G L NE
L402 SCALE: 1 1/2 " =1' -0" •%
• / EATTLE, WA Z
SK2 - REV. 1 ' OF .tt 10/09/09
COURTYARD by MARK' OTT ill
TIGARD, OR = _a,�
1 5686 SW Sec1uoia Parkway �iI AR CHITEECT
Tigard, Oregon 97224 1580 02nd .nwe 90211
som 200
2.2* WA 98188
, 208.18133*,
NA N 208.180.8080
•
RECEIV
..,
II EXISTING ROOF TRUSS
OCT. 212009
CI I MG D M SION
ATTACH TO EXISTING BUIL p
STRUCTURE ABOVE. PRESERVE
INTERGTITY OF F.R. CEILING /
/'//1, ROOF ASSEMBLY.
® ®s®
Y 'UNISTRUT" SYSTEM
ATTACHEMENTIN
9 MIN. (6) LOCATIONS
TO BE VERIFIED AND
DETERMINED IN FIELD. •
Ill EXISTING ACT & GWB CEILING
f . 3 /8 "DIA. CARRIAGE BOI T.
A
NM
•
MM
3 LATTICE MOUNTING DETAIL
L402 SCALE: 1 1 /2 " =1' -0"
:, GREG LR NEB
"
/. EATFLE, WA ,.
17, CP
SKI - REV. 1 10/09/09
COURTYARD by MARRIOTT 111
T I C A R D OR
Greg L. Alhvine
1 5686.SW Sequoia Parkway ARCHITECT
Tigard, Oregon 97224 1 Awmn Scan
Sub 200
Sad.. % WA 90188
PAea 206106.8300
Fax 208.2868080
'II
x
SECURE TO EXISTING RAFTERS, VIF
SECURE WITH TYP. (2) 2 -1/2" SCREWS WITH 1
WASHER.
' STIN TRUCTURE ABOVE
J +10' -0" AFF V.I.F.
- J L _ .: +9' -8" AFF V.I.F.$
ID
EXISTING GWB @ ±9' -8"
A
EXTEND GWB SCREW GWB WITH
TYP. DRYWALL
SCREWS TO META NEW 3 5/8" METAL STUDS
T S • II
8' -0" AFF S
/ SCREW GWB WITH NEW 5/8" TYPE 'X' GWB
EXISTING ACT ALIGN TYP. DRYWALL
409 PAINT 409 SCREWS TO METAkA 409 it:VD A
STUD IS.) C
ti� � j �
2 � DROPPED GWB AT REGISTRATION LVt NE
L402 S CALE: 1 1 /2 " =1' -0" Q
•
1. EATTLE, WA .
SK2 - REV. 1 / OF.R��O/09/09
COURTYARD by MARRIOTT 111.
TIGARD, OR = ,...-
Greg L. Allwine
1 5686 SW Sectuoia Parkway ARCHITECT
Tigard, Oregon 97224 15700 52n0 Avenue Sinn
8M. 700
Seen. WA 98188
8 50,,.708.1888300
Fax 78&188.8088