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TOTALS: 34506 34506 34506 TOTAL WATTS: 103518.
T 149.6 PGWER PLAN
BUS SIZE: 200 AMP MAIN BREAKER AMP LUGS: 200 AMP NORTH
SCALEI 1/4" = 1'-0"
JOB #:
99-26
SCALE: Er r
SURFACE: X30/3
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PANEL: 4C VOLTS: 27,7/480V 3P-4W FLUSH: 2 j«- "�\ DATE:
SURFACE: X 1 -15-9
PANEL: 2C VOLTS: 120/208V 3P-4W FLUSH: e00V 3R
CIR WATTS WATTS CIR 4-N1o'e
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OUTLET 20 1 7 180 8 AC-2 30 3 9 5810 1260 10 60 3 PNL 2C �so� _ REVISIONS:
OUTLET 20 1 9 180 10 AC-2 30 3 1 11 1 5810 1000 12 60 3 PNL 2C COMPRESSORe00V 3R
11 12 AC-3 30 3 13 5810 14
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25 _26 MOTAN 30 3 27 6917 28 _ ��v o�� I i
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27 MOTAN 29 69 7 / 400/3 _
29 31 4-3/0 THHN cu -3►'e 277, -- --
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TOTAL WATTS: 259582. THESE puwlNcs urE THE PRDPEat.a
86494 86674 86414 40/3 y M CHiTa-ELECTRIC CO,INC AM AFM NOT
! TOTALS: 1080 1260 1000 TOTAL WATTS. _3340.0 T
312_/ TO LSFO ON REPRODUCED IN wt
OTAL AMRS* --9-28 30/3 J I A 0
BUS SIZE: 400 AMP MAIN BREAKER AMP LUGS: 400 AMP , CHILLER 0 T J-4THHN MANNER EXCEPT WITH THE PRi011 W11ITTEN
q� 200/3 2 U A AUTOROLL 1-BTHHN �L�- N�- ���f PraNIssIDN DP urlTa Eucnrlc ca..INr,
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ITIS DUE= TO T HE QUALITY OF THE No.10
ORIGINAL_ DOCUMENT
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Keynotes O�
1. 4'-0" x 4'-0" RELITE, SILL. AT 3'-0" AFF
2. 3'-0" x 4'-0" RELITE, SILL AT 3'-0" AFF
3. 10' X 10' OPENING WIT?: 3' X 7' DOOR AND REMOVABLE PANEL
4. 14'-0" x 4'-0" RELITE, SILL AT 3'-0" AFF MILDREN DESIGN GROUP, P.C.
5, q COLUMN / WALL ARCHl1ECTURE SPACE PLAVNrI`c; C
'� ( 3 � ^ 1 05 ( F 1 � 7 1 6. FUR COLUMN TYPICAL (8) 1 183C;SW Kerr Parkway,Suite 325
' I I Lake Oswcgo,Oregon 97035
(503)244-0552
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A2 I Spieker
Propert ies
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16'-0" 3'-0" / 4380 SW Macadam Suite 100
+ ——————— i Portland,Oreton
I AR H U I
116 I
114
111 I I I
Project:
Interior
ANI R 112
Remodel
110 r
Logic General
1 09 Nelson Business Center
Building C - Tigard, Oregon
ElWARE�O' ® U
SE
® 113
I •
108
9 i i
Shcet 'Title:
7 �L 0F IC
I 106 l E
Floor Plait
I FI •
107
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RECEPTioN -- ---- __
1
f � i
I '10 19
10) 102 Rei Isium:
103 104 105
- — - - - _,�--,�---- r
_ _Floor Plan � t
q � /
Door Schedule = CITY OF T,GA>•1pp
E) 'fll `1 r.)IIP, F_C.. 1998. ALL
MARK NOMINAL SIZE FRAME DOOR HARDWARE REMARKS
WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE GROUP Wall Legend Approved.,••,•••'•• "' );
115 3'-0 ]'-0" 1�, 5C ST MIL FF A — h — � � r1�;rv1....1.•• • ,^ THESE DRAWINGS ARE THE PROPERTY of
Condlttuttally AIpIX /� R MILDREN DESIGN GROUP, P.C., AND ARE
MTL Fr A PERMIT tdE� (f IAT v NO' E BE USED OR REPRODUCED IN ANY
116 3'-O" 7'-0" 1 SC ST - F '-1 EXISTING WALL TO REMAIN PE only the _ vO M ISS EXCEPT WITH THE PRIOR WRITTEN
t 118 3'-O" ]'-O" 1',�1" SC ST MTL FF A — — _ - - I. PERMISSION of MILDREN DESIGN GROUP, P.C.
119 3'-0" 7'- 0" 1 a" SC ST MTL FF A - - NEW WALL See Letter W:A'• t _I�, Date: 10 December 1998
_ _ '(r'11� I,� �'
----- C _, -_- _7 EXISTING WALL TO BE REMOVED Jeb Adciro s: Drawn bv: Checked by:
--- BY�-•----- � W EM BK W E M
LEGEND 3' Y 7'
FF FACTORY FINISH A
MTL METAL
Job umber: 98087
rt: P PAINT
SC SOLID CORE WOOD Sheet of:ST STAIN DOOR TYPES
Bonita Rd.#210.671
Permit Submittal - December 1998 Al MEC93 o00013 4LC99 0005 Z
NOTICE- IF THE PRINT OR TYPE ON ANYI
IMAGE IS NOT AS CLEAR AS THIS NOTICE, i
— _` --- -_�_ __ _- _�- -- .�_� ----- I _._ __..�-. --- -o
No.36
IT IS DUE To THE QUALITY OF THE _
ORIGINAL DOCUMENT � $ �8E L��E 8E E 211111
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I
Keynotes _
1. SUSPENDED ACOUSTICAL TILE CEILNG AT 10'-0" AFF - SEE
_—_-25 GAUGE 3�6" MTL STUD DETAIL 2/A2
TO STRUCTURE AT 8' 0/C -------- --- -- - - FLOOR OR ROOF STRUCTURE
WITH 16 GAUGE CLIP ANGLE
\� 05 / 2 x 2 x 3" WITH (2) #8 - --- -- --- �--`- - SrABL1ZEK BAR BETWEEN ALL N1ILDRFN DESIGN GROUP, P.C.
MEMBERS AT PERIMETER nIZCHI7FC'TURE SPACE Pi.Afvi�AVG
EACH END. BRACING TO BE
/ SHEET METAL SCREWS AT ---- ADDITIONAL HANGERS AT ALL General !dotes 1 1830 SW Kerr Parkway, Suite 325
MEMBERS WITHIN a" OF Lake Oswego, Oregon 97035
PROVIDED WHERE DISTANCE —'— -- - PERIMETER A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS.
'45 BETWEEN PERPENDICULAR NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START (503)244-0552
LATERAL BRACING AT 12'-0" O.C.
+ INTERSECTING WALLS OR _ OF WORK.
�- EACH WAY
HORIZONTAL. BRACING BE- B. OCCUPANCY: B - OFFICE, S1 - WAREHOUSE
TWEEN WALLS EXCEEDS 8'-0" - -- THAN 1:
OUT
HANGERS IF MORE C BUILDING SHELL CONSTRUCTION: TYPE 111N
/ THAN 1:6 OU7 OF PLUMB
• � SUSPENDED CEILING � D. MECHANICAL, ELECTRICAL, PLUM9ING, AND SPRINKLER B•I'
SECURE ALL HANGERS TO SEPARATE PERMIT
BUILDING STRUCTURE, TRAPEZE E. WOOD STUDS AT CONTRACTOR'S OPTION
DUCT WORK AND OTHER LARGE F. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF
--- GYPSUM BOARD EACH OBSTRUCTIONS NOT LESS THAN 2-A: IOB FUR EACH 3,000 SQ.FT. OF FLOOR
WAREHOUSE WORK ROOM SIDE SECURE TO STUDS ---- CROSS RUNNERS FIT BETWEEN AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO
WITH TYPE 'S' SCREWS AT MAIN RUNNERS EXCEED 75'.
5-7" O/C 6'-0_" MAX G. 100% SPRINKLERING TO BE MAINTAINED THROUGHOUT 1N
- 3�" 25 GAUGE METAL -- MAIN RUNNERS AT a' o/c ACCH. ALL LRDANCE HARDWARE,IIN ACCORDANCEWITHANS, 117 1SEPARATE PERMIT)
I 1 SUPPORT WITH #12 WIRE AT 4'
STUDS AT 2' O/C o/c OR WITH EACH
WIRE AT 5' I. PROVIDE SIGN AT MAIN EXIT DOOR PER UBC 1004.3 STATING
I ON CENTER EACH WAY
----BOTTOM TRACK TO FINISH "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS"
FLOOR WITH POWDER DRIVEN LATERAL BRACING AT 12' 0/C
* EACH WAY. MAIN RUNNER TO
ANCHORS 4' 0/C STRUCIURE BEGIN BRACING
#8 SCREWS A7 12" O.C. WITHIN 6' OF PERIMITER AND 2"
RUBBER BASE. TYPICAL FROM CROSS MEMBER ~ 0Ll
, n
-------�" — --
ACCEPTABLE
-----f?ATT INSULATION LENGTH MEMBERS - all 0
i
20 GAGE STEEL STUDS 0--10' 1"0 EMT
10'-15' 136"0 EMT
`- ----FASTEN 70 T-BAR RUNNER 10'-20' DBL�STUD(SEE LEFT) 0r'
- Partition Sus_ ended Ceiling Section
_ Finish Schedule
�
Non-bearing PartltlOn WaII _ N T.S. � CONNECTION DEVICES TO BE OF AN APPROVED TYPE ROOM NAME
- --- - - — - 3"=1'-0' A2 --
._ -- --- --- -- HA2 1A2b
2A AND HAVE A 100# CAPABILITY. Floor Finish -- -- --- - -� A48B9
--- - - - --- -- ,� __—_- --- A. EXPOSED CONCRETE SLAB
#16 WOOD SCREW -- 1 B. CARPET
x 2" OR )�6 LAG /
Mw C. SH.ET VINYL
D. VINYL COMPOSITION TILE
Base -
�----
(1) #14 SCREW #12 WIRE TO 70P TRACK A7 0. NO BASE
_ _ 1 4'-0" O.C. NOTE: PROVICE 4. 4" RUBBER BASE
3X"x25 GA. DIAGONAL 6. 6" RUBBER BASE
RT '
FOR
EECTiON (ALT. DIRECTION);
Wall Finish
- - — -- -- -- '�- TIGHTEN WIRE AFTER WALL A. EXPOSED CONCRETE
IS PLUMBED B. GYPSUM BOARD AND PAINT
C. 4' PLASTIC WAINSCOT WITH STAINLESS STEEL
WASHER 16 GA. — II II SUSPENDED CEILING TRIM AT EDGES, W.R. GYPSUM BOARD AND PAINT
R 4" x 3" AT SCREW 0�+ncr:
ABOVE. TYPICAL AT ELEVATED WALLS ONLY.
X. EXISTING TO REMAIN J CASING BEAD _ pie e[
� -- -- #10 SCREWS-----
Ceiling Finish - -
------- GYP BD AT EACH SIDE
A. EXPOSED ROOF STRUCTURE ropert ieS
SECJRE TO STUDS WITH TYPE
B. SUSPENDED ACOUSTICAL - TEE BAR
- - - - - -_-- —� S SCREWS AT 5"-7" O.L.
- -- - -- '- C. GYPSUM BOARD AND PAINT
�-- 3' " 25 GA METAL STUDS Ceiling height --
AT 24" O.C.
8. e -0 4380 SW Macadam Suite 100
--- - COVE RUBOEP BASE 9 9'_0„ Portland, Oregon
12. 12'-0"
RefleRef, / ----- BOTTOM TRACK TO SLAB WITH X. EXISTING TO REMAIN
_
cted Ceiling Plan- POWDER DRIVEN ANCHORS AT
4'-0 O.C.
i
I f'ntlert
Partition Wall at Suspended Ceiling—_
�A2 011 Interior
Electrical Symbc,113 Remodel
f or
DUPLEX 120 VOLT OUTLET Logic General
b TELEPHONE OUTLET WITH PULL STRING TO ABOVE CEILING.
Nel�,1m Business Center
2 x 4 FLUORESCENT LAY IN FIXTURE WITH PRISMATIC Budding C - Tigard,Oregon
LENS, 4 TUBE (3 TUBE ALLOWED IF MEETS LIGHT LEVEL
SPECIFICATIONS)
I �Ilcet -title:
Details
,t
4'
Revisions:
i
F
t ILUPEN DESIGN GROUP, P 1998 •+.
RI'Hts RESERVED Z)
THESE DRAWINGS ARE THE PROPERTY OF
MILDREN DESIGN GROUP, PC, AND ARF
NOT TO BE USED OR REPRODUCED IN ANY
MANNER, EXCEPT WITH THE PRIOR WRITTEN
PERMISSION OF MILDREN DESIGN GROUP, P.C.
Date: 10 Deceinher 1998
Dra',\n h�: Checked by:
Wf-M BK WEM
Jl)b Nunibcr 98087
Sheet of
Bonita Rd,1!210 6713
MEC99-00013 ELC99-00053
4 a1 4
Permit Submittal - December 1998 A2 2
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