16698 SW 72ND AVENUE GREENSTREET
.................................
INTER LA
E ED-- EXTEND EXIO)TINC3 GRID
APLA OF WORK 5'r5TP-1. REPAIR AND/OR
REPLACE GFIL I�IG TILE5 ARCHiTECTURE
GEILING HT. 6-5" AS REOUIRED TO PROVIDE
------------- UNIFORM CEIL114C:; APPEARANCE.
P. O. BOX 1792
/ / � L�KE OSWEGO, OR 97035
.0 9 EKE OSWEGO----
T a 290 + 503 0
T4
L 994 685225
7
��4 OREGON
CARA IREA OFFICE
6 BUSINE
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PARK I
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SW '?ND AVENUE
LUN -H ROOM
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R-19 BATT IN51-ILATION,
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1 /2/90
200 30a 400, socr
L MINERAL BOA .D
ACOUSTICAL TI E.
I-',ATCH EX15TI G. f _ _._ \ OFMCE
5ITE PLANI - r �
2X4 FLUORE5CE+ NEW WALL
LIC-tHT FIXTURE. C-)GONCE /3 5'-011
Qi C4 MATCH EXI!3T1t\ G. (VERIFY HT.
-�-" i I I T_Q -iI I -1-f I 7 WITH OWNER)
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REFLECTED CEILING PLAN
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LHOREGON OLJOINE55 FIAIZK I
BUILDING 012 (f-(;Z 9125)
K. 166W-95 SIN 72NDAVE.
& PORTL)ql[), OR 97224
0/5193
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BUILDING PLAN CN
AREA OF WOFK, 211-1011 201-911
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6-9 1/2 12'-4 3/4" r01-0 2' 5
DOOR/ HARDWARE SCHEDULE: X,:��-5RACE 70 ROOF 'STRUCTURE V 00
PER U.B.C. Sec. 2151-1 (q) 3a.
% % %
• REPLACE ALL DOOR HARFDWARE WITH SCHEDULED CEILING f�EMOVE
5GHLAGE 5-SERIES LEVER 1-0GK5 -)
EXISTING
5TORAGE REA TING
A
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WALL
O HOLLOW METAL FRAME, WOOD DOOR. 3 <<
HARDWARF: 1�/2 E3UTT!5; 143/4 it QylOFFICE
5GHLAGE 5-SERIES LEVFfR LOCK; METAL STUDS
I\t,/E!5 WALL 5TOP. CTY 0
G-T-P, EK). ................................ jq:
2
. ........................................
HOLLOW METAL FRAME,AME, WOOD DOOR
HARDWARE 11/2 BUTTS; ( 3 )
LUNCH ROOM 3'-0
....... ...... . .... ...
5CHLAGE D-5ERIE5 LEVER LOCK; ......
Attach.............................. .......... ......( 1
IVE-5 WALL STOP. ALTERNATE I
Job Ad
SCHEDULED BASE AUDITION
D. STORAGE ARE ,
C)3 DOOR TO BE RE-USED. By.- Date:
I ' I IL
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A
FIN 15N SCHEDULE= OFFICE. PI-ANS MUST BE ON JOB SITF,
1. ACOUSTICAL CEILING TO PARTITION WALL REVERSE F-X115TINC:s PLANS
MATCH EX15TING. DOOR SWING \D I)
1 1/21 =11-01 LOCATION hous Rmrd
2. WALLS GYP. AND PAINT.
3. CARPET AND RUBBER BASE
BY OTHER Gr,1l,-.i6TPU6T10K e70,-:-T : 01-19-94
ADA COMPLIANCE : I I O --- ' 08-11-94
ENTRY DQQR: AL 203
As-sure that threshold does not exceed 112" in height , INSTALL GRAB BAR-?)
and has a bevel •-)f 1 : 2 or less . Adjust closer to meet 31-311 .F"FRUBC3109.J.5.0 UPGRADES FOR DISABLED ACCESS CO FIANCE (CHAPTER 31):
KEY: standards : sweep period of Nt least 3 seconds as door Note:All new work not listed below shallHefei to plano for all work,
moves from open position of 90 degrees to 12 degrees ; 101-4 3/Z11
Pushing or pulling force of 8 . 5 lbs , m I V1 I MUM.
EX15TiNG WALL5 NQP-L.. 01 curb outs I ftms 0 Othier accesm1ble spaces PRomi, 9419
Replace existing knob hardware with lever hardware.
T(. T
FX15TING WALL TO BE REMOVED )_i_J� RgqMq:
Toilet i9 1" too high; adjust to 17" to 19" high. 13 HIIIIIIII'th"M
-tA. METAL As
NEW WALLS 2X4 24 C sure that flush control is at wide side of toilet
area 3.Routs of Tw*- Al dM A*VW 10 hM WW hMMn 114
5TU1--); 5/6" GYP. E3[). EACH 51DE, La%. tory aprons extend within 24" of the floor ; 0 [W= 10 NM WW herfta.
r
FIRE TAPE EXTERIOR; - I earance from the flon? should be 29" minimum, witli -At FLOOR P1--AIV
least 8- of knee space measured In from Lhe edge of the E3DM 1111)hM A 12 of 18
TERMINATE io'-O" ABOVE counter per uec 3109 . j4. 7 . 1,� it I'
oll am WP
FLOOR; BRACE TO 5TRUCTURF (',over exposed drain pipe. 0 ---
PER, DETAIL. R-11 INSULATION Make rlispenset-q .3cressible. . Assure th,--it. disponsers may 4 Room, - 0 ON to1111111110 Box C] A single unisex restroom
be operated witi)otit-, tight. lrasl) lng, pinching or tv, tinq 72nd.Ave. 16698 Al
IN [---'>F-RIMETFfR ILLIALL5. of the wrist , with no more than 5lbf . 5. Other Items- 0 T1111111111100M 0 Drinking fountain BUP98.00476,BUP94-00205
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STRUCTURAL NOTES abdJl.! :10 �a p"alddy
1 . RACKS ARE VIANUFACTURED BY LODI METAL TECH (LMT) OF LODI, CA
2. MINIMUM YIELD (Fy,' AND ULTIMATE (Fu) STEEL STRENGHTS SHALL BE AS FOLLOWS:
3'-6" 5'-0° 3'-6" A) BEAMS AND COLUMNS Fy = 50ksi Fu = 65 ksi /Ap ,
12'-0" �
B) BRACING STRUTS Fy = 45 ksi Fu = 55 ksi
C) RASE PLATES Fy = 36 ksi Fu = 58 ksi
3. MAXIMUM RACI, LOAD "ER LEVEL PER PAIR OF BEAMS SHALL BE 3,000 LBS
4. CONCRETE SLAB IS GIVEN AS 6" THICK WITH fc' = 2500psi
D. ALLOW. SOIL BEARING IS ASSUMED AS 1000 psf FOR GRAVITY LOADS.
6. TIE-DOWN ANCHORS SHALL BE HILTI KWIK BOLTS USE: 2-1/2"0x4 1/2"
4 y� ANCHORS WITH 3" EMBEDMENT PER BASE PLATE.
TYP !7
SPECIAL INSPECTION IS NOT REQUIRED
7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING
'THE DESIGN CAPACITY AT CONSPICUOUS LOCATIONS.
A np - _ - - 8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION, I
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