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t 3737 �.E. 8TH AVE. , PORII�ND, OR. 97202
1 h AVENUE
.�r��.�9r �y PHONE. (503) 235-8795 23� � SE ��
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3 3/0x6/8 Hm DOONM GOOTR
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RELOCATFD� STAIRS
STAIRS
NEW- - NEW 2x4 SUD WALL-
NI W 2x4 S ;;; R16'-8"
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MAX. FLOOR LOADING �, H M. BOOR
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TNANT IMPROVEMENT PLAN GROUNDFLOOR PLAN SCALE3, 16 -= 1 -010
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G962- 29
NNCR. ec
�r TIT[E AS N01tD
J Rb� 3-26-01 COOPER CONSTRUCTION Co. stl'f
3737 S.E. 8TH AVE., PORTLAND, OR. 97202 1305 S,E,9th AVENUE
PHONE: (503) 235-879. S11 CL Y2 .11 P �, 4
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FAQ : (503) 233-7889 PLUl DATE: 3-29-01 r,962--29
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GENERAL_ NOTES
�— --- I GENERAL_ NOT • --
1 — — — I. DESIGN LOADS: : (A) ROOF LOAD - '25 PSF(GROUND SNOW)
1. TOILET ROOM FLOOR SHALL HAVE A SMOOTH, 50 PSF MEZZANINE
HAi,:J \
NONABSORBENT SURFACE WHICH SHALL EXTEND JP -_—_r L (B) FLOOR LOAD -
17„ WALL A MINIMUM OF 5 INCHES. (C) MEZZANINE LIVE LOAD - 50 PSF
I
1 � . (D� WIND LOAD - SO MPH EXP. D
MIN
- 2 WAILS W!THIN 2 FEET OF THE FRONT AND SIDES OF _ _
Z - - " - - _ - - _ I;RINALS AND WATER CLOSET SHALL HAVE A SMOOTH, /� T (E) SEISMIC - 'CNE III, R = 5.5, SOIL PRO( TLE D
1 (- HAf:D, IONAHSORBENT SURFACE WHICH SHALL '-3/0x6/8 SOLID CORE w/ PRIVACY I- AMS DOUGLAS FIR CONFORMING T'-' STANDARD
` ° ----� - EXTEND TO A HEIGHT OF 4 FEET MINIMUM. THE LOCK & 1-VER HANDLES 2 . GLl LAM BL
I FAUCETS SHALL HAVE LEVERSPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED
-- - -�" I 1 HANDLES AND BE LOCATED MATERIALS USED IN THE WALL CONSTRUCTION SH/11.1-
18 - -- --
pz I CLEAR FLOOR ( 4 r, N01 MORE THAN 11 INCHES BE ADVERSELY AFFECTED BY MOISTURE:. �� o TIMBER AITC 203- 70. 24F-V4 COMBINATION SYMBOL
SPACE \ FROM THE FACE OF THE LAVE. TO BE 2400 psi. ALLOWABLE IN BENDING, INDUSTIRAL
3. TOILET ROOMS SHALL BE VENTILATED WITH A —_
I VERTICAL DUCT NOT LESS THAN too S4UARE INCHES � RADE WITH CASEIN OR WATERPROOF
\ APPEARANCE
L_ - - __ -._ - - __ _- _ TTY WITH 50 ADDITIONAL. GLUE. SUBMIT DRAWINGS FOR APPROVAL.
FOR THE FIRST FA., L
l� _
' SQUARE INCHES FOR EACH ADDITIONAL FACILITY ( aid- I
1� x 19' I ) I 3. LUMBER: JOISTS OR Lr=DG S
42" __ 4to 12" MAX I MAX OR A MECHANICALLY OPERATED EXHAUST SYSTEM ER SHALL BE #1 DOUGLAS FIR.
�h---� -- 4th' MIN - - CAPABLE OF A COMPLETE CHANGE OF AIR I ► ( - I _ BLOCKING SHALL BE #2 OR BETTER DOUGLAS FIR.
I 1
." I -
b MIN. W/FI_R. MOUNTED W. .. EVERY 15 MINUTES. SYSTEM SHALL BE CONNECTED
"
MIN. W FLF ._t. MOUTED NW. •'. CLEAR FLOOR SPACE O LAVATORIES DIRECTLY TO THE OUTSIDE.
�9 � -..
---- 1 VZ =1 -0" �
" 4. AC(;ESSIBLE 'REST ROOMS SHALL. HAVE '_EVER
rf
CLOSET OPERATED FAUCETS AND LAVATORIES. HOT � -/ —
PLAN_- WATER C NOTE: WATER AND DRAIN PIPES UNDER LAVATORIES _ _ A -�
MIRRORS SHALL BE INSTALLED SHALL BE INSULATED. DOOR TO UNISEX
�Y W/BOT TOM OF REFI_ECTIVE SURFACE ACCESSIBLE REST ROOM SHALL HAVE A HUT WATER ON -� 01)
1 - NOT MORE THAN 40 INCHES FROM LOCKING DOOR. CEILING OF BATHROOM _ r
54" MIN. - MIRRUP THE FLOOR. w/ PAN UNDER -
- 42" MIN. T
DRYING EQUIPMENT, TOWEL
- - 36" MAX. DISPENSERS & OTHER DISPENSERS I� 42" X
i -- SHALL BE MOUNTED NOT MORE
D - - --- -- i THAN 40 INCHES ABOVE THE MAX.
_ x FINISH FLOOR TO ANY RACK,
OPERATING CONTROLS,
TOILET PAPER z � s RECEPTrt:;LE, ORi)ISPE!�SFR ADla1 BATHROOM PLAN
C V2"=1
DISPENSER
HOT WATER & DRAIN LINE
cn+ EXPOSED UNDER SINK SHALL
BE INSULATED OR OTHERWISE
�7 I ail I
1 1 COVERED. THERE SHALL NOT
LBE ANY SHARE' OR ABRASIVE
a I
6" x.TOE CLEARANCE SURFACES UNDER SINKS
8
KNEE OR LAVES.
CLEARANCE IN MIN
SIDE WALLLAVATORY CLEARANCES _
I
EXISTING 1 HR.
EXISTING 1 HR.
DIMISING WALL
DIMIS!NG WAI1_
R
I �
' 1 10'4r
EXISTING 400's 1 EXISTING 4x10's
I �0
® 4' o.
4' o.c. ` _L c.
2X6T&G DECKING -
2X6T&G DECKING -
t 15 RUNS ® il" ----.-� EILOCKI'JG FOR - _
2x6'S 0 16" 2x6 LEDGER w/ �_ _ H,�NnRAIL
_ _ (3) 16d NAILS O EXISTING EXIST. 2x12 LEDGER _ -_ ----------
O.C. EXIS IIN(_: EXIST. 2x12 LEDGER
- 4x14 BEAM - 6d NAILS ® EA. STUD 4x14 BEAM - w/ 4-•16d NAILS O �
w/ 4 1 EXISTING 1hr. DEMISING W LL EA. STUD
- 2x8 LEDGER w/ EA. STUD �" TYPE "X" GYP. `�- 2x6 STUDS ® 16" O.C. w/ �+"
-2x6
0) 16d NAILS O Bd. EA. SIDE \� TYPE 'Y' GYP. Bd. EA. DE ' --- /
EA. STUD -NEW 2_x4 STUD WALL '-„`� `0) _ -4x4's
•*� -►=XISTING 1hr. DEMISING WALL a? ,o 6' O.C.
w R-15 INSULATION
�x6 STUDS 0 16" O.C. w/ $b" - /
- It' T1 PE "X" GYP. Bd. EA. SIDE w/ Erle" TYPE "X" GYP. f° '00 _
_ Bd. EA. SIDE T
-- -2r.6 EXISTING
co
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W" TYPE "X" GYP. L
-
Bd. EA. SIDE - -
LA
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WEDGE ANCHOR O 4' o.c. " 0 x4" WEDGE EXISTING CON .
EXISTING CONC. 12S,
ANCHOR O 4' ox SLAB tvi
SLAB — - ---- -- -- o
I -�
A SECTION _B SECTION -� 2x12 STAIR BUCK--
Ln
t In
SCALE: ��+"=1 7 w/ 2x6 SISTERED NAIL'D ai
SCALE. Vs"=1' �"1 2-16d's FA. STUD
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9t tB 17TL.E 9
9Ck REVISION Fly APPROlf[i DATE �,�Ru r�R�rcyl
RbS 'Dzoo .3-26-01 TENANT IMPROVEMENT C� 12�I55 S.W. G962-29
ZTk.. ec ENGIN I. NC. 9tTIF 910 AS NOILU
t,�4 Rb5 -2F-01 MERSI COOPER CONSTRUCTION Co. '
----- -- 3737 S.E. 8TH AVE:., PORTLAND, OR. 97202 g
2305 S.E:.9#h A VE N D . �.1
PHONE. (503 235-8795 I �I
�Y27 ,9r - ) _ PORTLAND, OREGON 97214
�. ul
FAX. (503) 233--'7889 —
,.._
- s PLOT DATE:: 3-29--01 0962-29
06/30/02
WINi
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:1 37'-6" 37._6.
REPLACE DOOR TILT-UP C S -
TILT-UP WAILS
k PAINTO._p. 18._25. _1,. -- la'-v' 16._29. 9•_11"
1 80x1♦ 0 OVHD.
EXISTING CONC.
TILT-UP WALLS
GTP. BE "X"
GENERAL NOTES
PI. GENERAL DmONS: THE "GENERAL CONDITIONS OF THE fad" TAPE DE F REPLACE i2" TJM's 0 0. k 2x6 1 OF 0 24" o.c. BETWE
CONTRACT FOR CONSTRUCTION", 1976 Bd. EA. SIDE OF
2x6 STUDWALL I
EDITION, AIA DOCUMENT A201 SHALL A PLY. / 32" TJM
I
2. SPECIAL DITIONS: CONTRACTOR SHALL EXAMINE THE SITE PRIOR. REPLACE EXISTING 4x4 LP/AI ST AGE REP ACE EXISTING I `
TO BIDDING. CONTRACTOR SHALL PRO DE ROOM HR. WALLS
AND PAY FOR ALL TEMPORARY POWER AND OR 4x6 WOOD POST k k CEILING REMOVE f
REPLACE TWO
HEAT REQUIRED, TEMPORARY HEAT SH LL SIMPSON POST BASE LAYERS OF 4b" TAP I II
BE AS REQUIRED TO PROTECT THE WO "X" GYP. Bid I I
FROM DAMAGE AND SUPPLIED BY ELEC RICAL J
FAN UNIT' PRIOR TO USE OF PERMANENTJV f
SYS TEM. t
3. DESIGN DS:: (A) ROOF LOAD - 25 PSF(GROUND SNCW)
`�`� I I I I I I f
(B) FLOOR LOAD - 50 PSF MEZZANINE I
(C) MEZZANINE LIVE LOAD - 50 PSF CUT EXIST. CANTILEVIEI I
(D) WIND LOAD - 80 MPH EXP. B I TOFF o OST
(E) SEISMIC - ZONE 111, R >. 5.5, SOIL REPLACE — — — — — — — — 6 I - I REPLACE IIl — — — — —
PROFILE D — _— EXISTING 6Li x30�CLU-LAM 24F-V4 r— i _—_— �TINf, 6Y('x30" F,LV-LAM 24F-V4 _
4. GLU-LAM EAMS DOUGLAS FIS CONFORMING TO STANDAR ! I K ! I I
SPECIFICATIONS FOR STRUCTURAL GLUE
LAMINATED TIMBER AITC 203-70. i f EXISTING WOOD —
COMBINATION SYMBOL TO BE psi. POST t REMAIN
I 01
ALLOWABLE IN BENDING, EXISTING PAINT BOOTH I I I j
APPEARANCE GRADE WITH CASEIN OR ' ) BE REMOVED k o c k 2x6 1 OF o 24" o.c. BETWE N
REPLACED By OTHERS) I REPLACE 32" TJM's 0 0
WATERPROOF GLUE. SUBMIT DRAWINGS FOR I 1 =I
APPROVAL. �
5. LUMBER JOISTS OR LEDGERS SHALL BE a1 DOU LAS 1(`g"
FIR. BLOCKING SHALL UE #2 OR BETTERI I
DOUGLAS FIR. REPLACE EXISTING REP AC DE�1Ck,:
NO WORK THIS CABINET !
j
E. ROOF KING; SHALL BE KILN URIEC, 5/P" C-G WALL OF OEMISING WALL MIST G I I —t'-
1 EXTERIOR PLYWOOD DIAPHRAGM ON TO _ 9'MOP
°❑ SINK _
7. ROOF T sses; ROOFTRUSS SUPPLIER TO SUBMIT 6 SES OFExlsnluc I �_T I m�
SHOP DRAWINGS AND 1 SET OF STRUC RARESTROOM � °1— i
CALCULATIONS TO ENGINEER !-OR APPR VAL.
ENGINEER WILL CHECK AND WF,EN APPR VED G H
WILL SUBMIT TO THE CITY FOR THEIR CLOSET %" I I I
APPROVAL. TRUSSES SHALL BE FABRICATED GYP. WALLS EXIST1N� WO( D
IN ACCORDANCE WITH ENGINEER AND k CEILING I COL. T({ REMAIN i i I
APPROVED SHOP DRAWINGS. REPLACE EXISTING fiyx".30" GLU-LAM 24F-V4 — 1 — — —_ REPLACE EX14TING 6Lx"x30" GLUT LAM �4FV4—
in
s ROOFI AS INDICATED ON ROOF PLANS. 1 ,• a I I I I �
P
ENLARGE RESTROOM t
U_t: . 4 1 . K_ TO ADA STANDARDS I I I I I
y I I I �--I I I I I —
f
32" TJM's 9 8' o.c. k 2x6 Oi O 24 o.c. B WEEN I
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2x6 SU PURLINS
12'-3" — 12'-3' 0 24" .c. TYP. Y
SIMPSON MSTA30 '-
C ,:I—," 3
TYPICAL
EXISTING CONC. EXISTING _JNC.
•a;
TILT-UP WALLS — TILT-UP WALLS
�-REPLACE EXISTING DOOR—
_ — _ i — --
12 0x14 0 GVHD. DOORf— 12 Ox14 C OVHD. DOOR '
A �+
ROOF FRAMING PLAN ,,
FIRST FLOOR
PLAN �g — wT all .. 4
,r ALF 3/16"=1 'b q, ivo
SCALE: 3/16"=1'
is
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g�NGINEERS,
INC., 7m� FIRE REPAIR (� 12155 S. W. GRANT IN TIGARCI As NOTE
r r1G962-29
x _RDS COOPER CONSTRUCTION RUCTION Co. „`�
3737 S.E. STH AVE., PORTLAND, OR. 9720 2305 S.E. 9th AVENUE �+
r PHONE: (503) 235-8795 S1."1
PORTLAND, OIfGON 97214 �, L a
+o ° n FAX: (503) 233-7889 _
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PLOT DATE 1 -22-01 0962-29 0
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