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TUALATIN OR 97062
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JUL -03 -2001 10:04 FROM -CIDA 15032261670 T -729 P 003/003 F -2T4
n Ls P.O. BOX 1093
TUALATIN OR 97062
CUSTOM
12 GA. MANGER WIRES ® 4' -0"
O.C. (TYP.)
COMPRESSION RBACE. 1/2"
METAL CONDUIT
/' e.--. 2' MIN. 12 GA. SPLAYED BRACE WIRES
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e CROSS TEE
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.. _ \ ∎ ' , MAIN TEE
1 ' 2" MI
ell SEISMIC BRACING FOR SUSPENDED CEILING
3" a 1.-0" 09120 -02
I1 REVISElk ORAVM NOTES TO DFSIGN
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JUL -03 -2001 10:02 FROM - CIDAA 150322616T0 T -T29 P.001 /003 F -2T4
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P.O. BOX 1093
TUALATIN OR 97062
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BOTTOM OF STRUCTURE
SECURE TO UNDERSIDE OF DECK
22\ WITH (2) 1/4" POWDER DRNEN
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ANCHORS
• 3 -1/2' 25 GAUGE STUD BRACE AT
tO 5' -0' O.C.
t a
SUSPENDED CEIUNG
CONT. TOP TRACK •
METAL CASING BEAD
METAL STUD WALL
1 `, /
--v GYP. BD. EACH SIDE
BASE — SEE FINISH SCHEDULE
BOTTOM TRACK TO FINISH FLOOR WITH
POWDER DRIVEN ANCHORS AT 4'-0'
O.C. SET TRACK IN BED OF SEALANT
EXISTING CONCRETE SLAB
TYPICAL INTERIOR PARTITION
3/4' = 1' -0' 09250 -05A
Lai REVISED: 01/18/91
NOTES TO DESIGNER. ORM BY: IIINAAC
=ICED BY: 1SW
VERIFY FLOOR MATERIAL — WOOD. CONC.. ETC.
JUL -03 -2001 10:03 FROM -CIDA 15032261610 T -729 P 002/003 F -274
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.L P.O. BOX 1093
SLS TUALATIN OR 9706
mom BMW
INT. OR EXT. WAIL ROOF OR FLOOR DECK
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NOTE 1 r� ■. - hhhili-.4.
NOTE 4
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B" MAXI I I
X 6 -0" MAX . I 4 -0" O.C. MAX. (#12 WIRE) I
NOT S:
1. LATERAL BRACING ® 12' -0" O.C. EACH WAY, MAIN RUNNER TO STRUCTURE. BEGIN BRACING
WITHIN 4' -0" OF PERIMETER AND 2" FROM CROSS MEMBERS.
2. ADDITIONAL HANGING WIRE WITHIN 8" OF PERIMETER.
3. STABILIZER BAR BETWEEN ALL MEMBERS 0 PERIMETER.
4. TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS, COuNTER SLOPE.
--'-- 5. CONNECTION DEVICE TO HAVE 100' CAPACITY.
6. VERTICAL STRUTS AT 12' -0" O.C. E.W.
0 LATERAL BRACING FOR SUSPENDED CEILING
3/4" = 1' -0" 09120 -01
LAST REVISER mot 111/99 NOTES TO DESIGNER:
CHECKED BY:
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