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Site Plan
A PROJEC 1 Or Ii if I'RI\(iI'A1 I'1\A\CIA[(;ROl "
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x. A FORL:\1 l'RoI'1.1:1)
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• FLOOR OR ROOF STRUCTURE
POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2
BERC 2 e
el
ADJACENT WALLS, FASTEN CLOSURE 8" MAX.
ANGLE WITH #6 CLIP
( SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT
I STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER ��--
I ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS
WITHIN 8" OF PERIMETER �34,
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—LATERAL BRACING WITH APPROVED VERTICAL °.
COMPRESSION STRUT AT 12'-0" OC EA WAY I
COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB `` r
J
"ATTACHED '4
--- _ WALL" -`.o
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• ` O 111111116.1 �' OA CEILINQ E AT WALL N TS
�_�,,,.__.__!� NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2"
TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP
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DO NOT SCREW BERC 2 CLIP TO TRACK▪ � i
' • ` •. : ', \� g' CROSS RUNNERS FIT BETWEEN MAIN RUNNERS TABLE MAX. LENGTH
= ' A MAIN RUNNERS AT 4'-0" OC f2" DIA CONDUIT (EMT) 5'-10"
,'...`.
Y°1." _ ! 6'-O" MAX SUPPORT WITH #12 WIRE AT 4'-0" OC OR 3/4" DIA CONDUIT -(EMT). 7'-8"
- ; :. + WITH #10 WIRE AT 5'-0" OC EA WAY 1' DIA CONDUIT (EMT) , g'-g"
SGL 1625125-33 MTL STUD 12'-0"
LATERALLY BRACE MAIN RUNNER TO (1-5/8"x20GA)
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NOTE: STRUCTURE AT 12'-0" OC EA WAY.
. ALL GRID MEMBERS BACK TO BACK 162S125-33 -
ERS AND BEGIN BRACING WITHIN 6'-0" OF i5 0"
CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER MTL STUDS (1-5/8"x2OGA)
SGL 250x125-33 MIL STUD 13'-6"
APPROVED TYPE AND HAVE A 180# SECURE ALL HANGERS TO BLDG (2-1/2"x20Gti)
%; CAPACITY. ALL LATERAL BRACING
WIRES TO HAVE A 200# CAPACITY.
STRUCTURE. TRAPEZE DUCT WORK BACK TO BACK 2505125-33 15'-0".
j AND OTHER LARGE OBSTRUCTIONS ,MTL STUDS (2-1/2"x2OGA)
SUSPENDED CEILING BRACING
A8 i NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER
THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. NTS
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SCHOLLS BUSINESS CENTER
10240 SW Nimbus Avenue, Suite L-9b/L-10
Portland, Oregon 97223
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Warehouse
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"175:1 [' .
{ 1,415 SF
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Demo Above Grid Wall `
,.w, Office 1 � Office 2 — Office
i �r - I. FOP Liars 422 SF
: ;t ►'� PP_ 11. 1i1-111M1
ii- 0 r �����Demo Suspended Ceiling This Area
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1:-:=-:;.• ;j• _ � LIT' HEI'
} 147,. .111111
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R411
SUITE L-9b/L-10
Site Plan Approximately 1,837 SF Key Plan v
Scale: 1/8"7-T-0" N NTS
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N - -Verified: 07/26/05
Existing Floor Plan
OFFICE COPY
CITY OF TIGARD
, ,REVIEWED FOR CODE COMPLIANCE
Appe+ovedt
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Penult* Pd`t' V,RF
Address$ 14 ,(J,M i US
ate*
$yt Date: e• .1y
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SCHOLLS BUSINESS CENTER
10240 SW Nimbus Avenue, Suite L-9b1L-10
Portland, Oregon 97223
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Al
1
1
1
Warehouse
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1,415 SF
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7____
New Sink and Lower Cabinet
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r l-7-. I - Conference Area
�-UT I:JU�I 422 SF
7 :� '-IMI-1' ----- New Ceiling This Area
11E3� �m
lot MI
110111 r l . cl / - g . -Z: �
SUITE L-9b/L40
7.-" Site Plan Approximately 1,837 SF @Key Plan
.___J' Scale: 1/8"=--l'-0" N NTS
- N - -Verified: 07/26/05 -
New Floor Plan