Plans RECEIVED
DEFERRED I TV OF T lw .,lin
Fire Sprinkle, _If Approved.. ( ,,(,1«. 00. MAY 1&1005
Fire Alarm Approved ( )•
' _ Conditionally App
Mechanical Il . For only the described in: ^ 1 ^ ) Q CAMERON B 01 4 e 7 T GAR®
Plumbing PERMIT NO f 1 ' aCIO S — 00a B f ' VISION illi
-" See Letter to: FoloW ( )- 8060 SW PFAFFLE STREET •
s
Electrical 1..• Attach ): TIGARD, OREGON 97223
T
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russ Engineering .--- Job ...re a!• .. :� _ • '' TAX MAP NO. 1S1 36CA 11
Shop Drawings ,� 3 ; • . _ _ _• a ate: 4 , TAX LOT NO.0600 •
Other ,,,,11.•
FOR: EEI SOLUTIONS, INC. IA -,�1
5665 SW MEADOWS ROAD, SUITE 300
LAKE OSWEGO, OR 97035 -3137 ; , 1 F
503 - 297 -1060 `
SW PFAFFLE STREET -- '
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Ito. yt - I f _' - — WELKIN ENGINEERING, INC. A7.1 TITLE SHEET AND SITE PLAN U F 1
I ' • i IB 1- 00 SW PFAFFLE STREET A2.1 FIRST FLOOR PLAN
I 0(1..1,
,• o 10 ssi ax t 7 , 80 1 TIGARD, O 97223 A22 SECOND FLOOR PLAN °
• 29 i 61
2 PHONE: 503598-1886 A3.1 E ELEVATIONS
i i r tB FAX 503 - 598-1868 L1.1 LANDSCAPING PLAN '
1
4 L C 19 C1 EXISTING CONDITIONS PLAN
1 ,1 27 ( i 1 -. 20 I i ARCHITECT: C2 PRELIMINARY GRADING AND EROSION CONTROL PLAN
1 H A .. ', 0. 21 1 LRS ARCHITECTS C3 PRELIMINARY STORMWATER AND UTILITY PLAN
1121 SW SALMON STREET, SUITE 100
o•-• 4 25 O : l•; 22 S. PORTLAND, OREGON 97205
1' ' • •L ) 5 1 , j 23. PHONE: 503-221-1121
I I 'a to y `r�• FAX 503- 221.2077 1 I�
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• )' DIAMETER CONDUIT 9 ' -r
V ERTICAL COMPRESSION STRUT 4y u4i CA055 r DIAMETER CONDUIT IEMTI X-0"
I I 27-0 M ITIOTEES U BRACING WIRES SINGLE 21/4" x 20 GAUGE METAL STUD (IMAM. • lam W-6"
BACK•TO-BACK 2 • 20 GAUGE META. STUD LTD"
u• • n GA HANGER WINE 0 48" O.C. SCREWED TOGETHER 0 24 0 -C.
EA WAY TO BE ATTACHED 0
. ' ` MAX OF IS DEGREES„ M OF 4
NOTES:
TIGHT TIGHT TT TARNS IN }/= 0 0 BOTH
�_ * � / $ICES OF ALL BRACING WIRE TYP L ALL 24•X48" CEILING LIGHT FIXTURES 0 24"x24" HVAC AIR REGISTERS SHILL
I( BE SUPPORTED BY A USDA'S OF IV HANGERS 0 OPPOSITE CORNERS. CELING
4i . 1 - . MAIN RUNNER 0 4'•O" O.C. SYSTEM SHALL NOT SUPPORT OTHER ITEMS.
� 2. ALL INTERIOR WALL t. COMIC FIOSHES SHALL BE INSTALLED TO CLASS B
I� SRO S NEEDED FLAME SPREAD. .
• 3. 45 DEGREE BRACE WIRES 6 COMPRESSOR STRUTS ME TO BE PROVIDED ONLY �� CROSS TEE a T 0" O.C. F REQUIRED BY LOCAL BUILDING DEPARTMENT.
OR T -0" O.C. AS SHOWN 4. COMPRESSION STRUTS : STEEL SECTION WITH L/R RATIO OF 200 MA101AM.
ATTACH TO MAIN RUNNERS WITH 1 /i MACHINE 80.1 AND TO STRUCTURE WITH
PL i HA�NGE OWER S T ACBOVE CO STRUT SHALL NOT
T BAR CEILING DETAIL - SEISMIC REQUIREMENTS
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