13190 SW 68TH PARKWAY-6 i
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MILDREN DESIGN GROUP,
I I I I I I AXHrrEC?U' SPACE Pi AN
7650 S.W. Beveland,Suite I
Tigard, Oregon 97223-869
15031244-0552
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Beaverton,Oregon 97005
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_o N I I I11 13190 SW 680� Parkway
Tigard Oregon 97223
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Sheet Title
First Floor
' Demolition
flan
Ii
First Floor Demolition Plan Keynotes
0 2 4 8 16 1. REMOVE EXISTING FOLDING PARTITION AND HEADER
2. REMOVE EXISTING CASEWORK 0-T-C
C°mwnlm
II �� Revisions:
Wall Legend1 w I AemitINla,
— _ _ 3 °
F--� EXISTING WALL TO REMAIN General Notes AM a WorkA. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIOI'S.
F_ - _ - _ _ D EXISTING WALL TO BE REMOVED NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START"
NEW 3%" METAL STUDS WITH %" GYI)SUM OF WORK. °
BOARD TO BOTTOM OF CEILING B. OCCUPANCY: B
C. BUILDING SHELL CONSTPUCTION: TWE 1118
D. MECHANICAL, ELECTRICAL, PLUMBING, LOW VOLTAGE AND SPRINKLER DEFERRE j
BY SEPARATE PERMIT.
E. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF ° , I rya sPrinkla
NOT LESS THAN 2-A:10B .t EACH 3,000 SO.FT. OF FLOOR \V� '�^ -yr
AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO l pl �a 'I pmlift
EXCEED 75'. e ' VAN" oma , M. xoe,
F. 1007[ SPRINKLERING TO BE MAINTAINED THROUGHOUT IN e / I I Tom eN�N MMMamaan
° 11 r W11111,011 Na T
PERMIT). e / I I gluPFlatr
ACCORDANCE WITH N.F.P.A. PAMPHLET /13 (BY SEPARATE / ,I i Orr MN Duel W - °umm O"M a Pa am Am
I MUT TO E mm M FOIROO110m N
�I °� DOWT 1111114 M
G. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. „ 11011 a, a aln.r„ Dma
H. PROVIDE SIGN AT MAIN EXIT DOOR PF IBC 1008.1.8.3 STATINGlyv,9PtSGa�tiq +'i Dale. IS November
"THIS DOOM MUST REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". -- 1 II I Wil 1.1
,.q nour,v n Drawn by: Check
' I. PROVIDE 20 CFM OF OUTSIDE AIR PER OCCUPANT AT ;` ,
OFFICE .AREA. �
J. NEW PAINT THROUGHOUT EXCEPT AT LOBBY 101. — �;io�w� ( BK r
I G�
K. NEW CARPET THROUGHOUT EXCEPT AT ROOMS 102, 703, 104, 105 k 109. 5fte Plan .Y ' AIX, Sheet XPI
lob Numher: 10
1' 0,,# My( sheet
Permit Submittal - November 2005 Al
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NOW 1110 111 11
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Room Symbol LegendLegend - �
k _�_ �e _ _ _. _ Ke��note��
��-ROOM NAME _*J EXISTING 110V DUPLEY OUTLET EXISTING 110V DUPLEX OUTLET To BE REMOVED 1. EXISTING H!rl CW DRINKING FOUNTAIN
9. q WALL/q MULLION
� -- N� NEW 110V DUPLEX OUTLET EXISTING DOOR-ROOM NUMBER 2. REMOVE EXTERIOR DOOR HARDWARE AND PLUG HOLES 10. J6" CLEAR TEMPERED GLASS DOORS WITH
'
ROOM AREA/L_OAD ---�� 101 �_---ROOM FINISH (D3 " " -
1 -U x6 -8 TEMPERED RECITE -TYPICAL o
P-STYLE DUO. RAILS, FULL LENGTH TOPdo
FACTOR 4. PREMANUFACTURED ACCESSIBLE SHOWER - SEE DEATAIL 5/A4 BOTTOM 4" NOMINAL, CLAD; SINGLE ACTING
XXX/100:2-,.NUMBER OF / EXISTING VOICE/DATA OUTLET 100 NEW DOOR (SEE DOOR SCHEDULE). 5. NEW V ALL FLUSH WITH EXISTING MILDREN DESIGN GROUP,
B:2 E
"ITS OCCUPAf�TS
DOOR OPERATION, SATIN CHROME FINISH US26D
N 6. EXISTING ACCESSIBLE COFFEE BAR TO REMAIN 11. ALIGN FACE OF NEW WALL WITH FACE_ OF EXISTING ^kc:Ht�'>cruKs srACE 1'I.A
r NEW VOICE/DATA OUTLET
� �---NUMBER OF 7. NEW CURVED WALL FURRING �650 S.W. Beveland, Suite 1
OCCUPANCY GROUP PER EXITS PROVIDED 8. NEW PLASTIC LAMINATE COUNTER - SEE DETAIL 3 A4
A IBC TABLE 1004.1.2/?4UMBER B / Tigard, Oregon 97223-86
C D E F G , (503) 244-0552
H
- - _ _ 210'-0" _
30'.._0" 30'-0" 30'-0" -
28'-10" -� _ - --_ 30'-0" 30'-0" 28'-10"
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EXIT ACCESS TRAVEL DISTANCE 143' -0" - - - - - - - rJ11N
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116 � � I129230/100:2 20'-41__ I __-19'-11�" �- 8'-4)h 279 100:3 �
'n B: 1 EXI T --- 3 /
115 Its FFlCE 125
db 12s B: 1 nEXI T
CN'00 785/15:52 121 I 11 305
1�_6" A:2 EXITS 1 I 41W L E R.
LR. I 1 3112/!3:31 N
B: 1 EIX1 T I ^no ffLDNG1WINING A4 I L - •r
t 4 I 4 124 125
A4
u cH r� R 273/15: 18 N 273/15: 18 GENERAL I ` of
120 I 124 A: 1 EXIT �. A: 1 EXIT
128
115A 1158 - 117 � .�.-� (24, __ 84 I _v
5 - - 1 1027/100: 10 1 Owner:
P - O - �- 6: 1 EXIT 1
FFI � j64dBM
19 i FI P M.
114 B 113 BM 117 BM 123 6 127 a 1 Pacific NW
I '� MEN �� + 5 X 126 4 M rn
155/100:2 i
I I 4 1 �J E� I 8: 1 EXIT ao I 2 Proper t ies
O 114 113 ' 118 119 120 --- `� 122 O E 127
I I EQUAL EQUAL 5 -10�" 5 -10 " „
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ap (v -- - - E \E E 4 DXX 1 - I 1 of < E ) F E C
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SOFT 1 P (' - J ELEV• L FFf � FFI F Beaverton, Oregon 97005
lzr- VER I �
112 OFFICE E 1 7 06 I MECH• RM, JL4& CE� ELEC. RM. MECH.. `� 437 BM � 134
stltdLr - �I 114/100: 1 -
3 - 1„()?/100: 13 I _FITf - -- - - -- 130 BM B: 1 EXI r 132^ 111/100: 1 Project:
8: 1 EXIT 1 1 O B: 1 EXi T -- Business 10 267/100:3 I---- S fl Hess
6 4•-71" 3 OFFICE � � FFI F 1 B- 1 EXIT
A4 103 104 - 10 FF t33 OE
XXDXX FFI objects
Y
11 144/100:1 144/100: 1 144 100: 1
133 -� 135
1 �o B-I EXIT .1:1 EXIT B: 1 EXIT 1`'I °D 114/100^1 4 X�
Expansion
GY1° ( I 65 100:M 0 1 EXI T 1 ! 111/100: 1 EXIp
II I 108 ��` �_ :i EXI B: 1 EMIT
1 1 110 4�XX E ( E > ( E ) C __
i ( 7 =J 131
I; `✓ 0 13190 51�� 68th Parkway
J N a 5 Tigard, Oregon 97223
( E 101 OFFICF " MEE l M111 I FF r 1 FIE OFFICE
4 N i -I 0_9 102 I 137 136 Sheet TOP-
= 279/100:3 291/15:19 -�- BM 4 X '
B: 1 EXIT B: 1 EXIT 18.5/100:2 1535/100: 1.5 1432/100: 14 188/!00:2 First Floor
I I B: 1 EXIT E I B:1 EXIT I I I B: 1 EXIT I B: 1 EXIT'
XI T
2 R _ - - - _ - - ----- - , -�� -- - - - - -- - - - __ Plan
T N 9 6
A4 - - - -- -
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RhI� C e u e
-
ROOM NAME_
I I - - Floor FinishT --- - A4889
I�roposed Icor Flan _ Door 1-1 rdwvare A. EXPOSED CONCRETE SLAB
- -- - �' 215 OCCUPANTS GROUP 1 B. CARPET
Revisions:
C�o��r schedule 0 2 4 8 16 1 J� PAIR BUTTS STANLEY FB8 170 4J�x4X C. SHEET VINYL
1 LATCHSET SCHLAGE DIOS D. VINYL COMPOSITION TILE
MARK NOMINAL_ SIZE - FRAME _ DOOR - HARDWARE REMARKS Door Tye/9%0 1 STOP IVES 401/2 X. EXISTI�:G TO REMAIN
WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE GROUP - - - ®88e
- 101 6'-0" 8'-0" 1--3/4 -- -- _AL CLR B 5 _ 3. _ GROUP 2 ,
_ _ 0. NO BASE
110 3'-0" 7'-0" 1-3/4" MTL FF- - SC ST D 1 - 1. 1J/2 PAIR BUTTS STANLEY FBB i70 4J�x4J� �. 4" RUBBER BASE
111 3'-0" 7'-0" 1-3/4 MTL FF SC ST D 2 1.-� . 1 LOCKSET SCHL.AGE D53PD
113 3'-0" 7'-0" 1-3 4 MTL FF SC ST D i 1. / / 1 STOP IVES 401) 6. 6" RUBBER ErASE
. _ X. EXISTING TO REMAIN
114 3'-0' 7'-0" 1--3/4 MTL FF SC ST A 2 1. _ _
115A 3'-0" 7'-0" 1-314 MTL_ FF Sc ST D 4 _ 1. _ GRQUP 13 Wall Finish
1158 3'-0" 7'-0" 1-3/4 TIL FF SC ST C 4 1. 1) PAIR BUTTS STANLEY FB3 170 4Xx4, A. EXPOSED CONCRETE
116 3'-0" 7'-0" M'1�_ FF SC ST D 2 1. \ �� / 1 OCC. INDICATOR B. GYPSUM BOARD AND PAINT
117 3'-0" 7'-0' 1-3�4" Mie FF S:rI ST D 2- - 1 _ -- 1 CLUSEP, LCN 4041 C. 4' PLASTIC WAINSCOT WITH STAINLESS STEEL
\ 1 KICKPLATE IVES f0"x33"
118 3'-0" 7'_0" 1-3 4' MTL FF _ SC _ S T D 1 1. TRIM A T EDGES, W.R. GYPSUM BOARD AND PAINT
119 3'-0" 7'-J" 1-3/4" MTL _ FF SC -ST D 1 1. 1 GASKETING REESE S88 it n DESIGN GROUP.P.. 2005.
120 3'-0" 7'-0" 1-314" MTL - FF SC ST A - 3 1. ickplate where ABOVE. TYPICAL AT ELEVATED WALLS ONLY. RIGHTS RESERVED ® _
scheduled 1 STOP IVES 401X D. NEW PAINT (HESE DRAWINGS ARE THE PROPER
- - - - - MIIESE DESIGN CROUP, P.C., AND
� 122 3'-0" 7'-0" 1--3/4" MTL _ FF Sc ST _ A 3 1.
p X. EXISTING TO REMAIN NOT TO 9E USED OR REPRODUCE!)
124 3'-0" 7'-0" 1-3/4 MTL FF SC ST D 1 1. °� °� B QROU�4 _ FANNER, EXCEPT WITH THE PRIOR
_ Celli Finish - PERMISSION OF MILDREN RESIGN
125 3'-0" 7'-0" 1-3 4" MTI-. FF Sc S7 -1 2� 1, - 1J� PAIR BUTTS STANLEY FBB 170 �J�x4
127 3'-0" 7'-0" 1-3/4" MTL Ff SC ST D I 1 1. 1 LATCHSET SCHLAGE D10S EXPOSED ROOF STRUr:T'IR r
129 3'-p" 7'-0" 1-3/4" N.TL_ FF SC ST-- D 1- I A c� E Date: 10 Novembe
131 _ 1 PANIC HARDWARE VON DUPRIN 5547-UT' B. SUSPENDED ACOUSTlC,AL - TEE 8AR
3'--0" 7'-0" 1 -3 4" _MTL FF _ SC ST D 1- 1.
1 CLOSER LCN 4041 C. GYPSUM BOARD AND P,014T Drawn by. Chec
132 3'-Q=70" 14
1 MTL FF SC ST _ D 2 1, 1 STOP IVES 401X X. EXISTING TO REMAIN BK
133 3'--0" 7'-'0" 1-3 4 MTL FF S,C ST D _ 2 1 ,
REMARK5 13QUP 5 Gelling height ,lob Number: 1
AL ALUMINUM 1. MATCH EXISTING \ \ PUSH/PULL: BRITE VUE BV-5 EACH SIDE OF DOOP 8. 8'-0"
-
CLR CLEAR 2. VERIFY DOOR HEIGHT WITH EXISTING OPENING BOTTOM PIVOTS: MANUF. STD. BOTTOM PIVOT 9. 9'-0" Sheet
FF FACTORY FINISH 3. ALTERNATE: WOOD DOOR WIT13 FULL-LITE LOCK: MANUF. STD. DFID BOLT AT BOTTOM RAIL WITH CYLINDER GUARD M. MATCH EXISTING HEIGHT
MTL METAL CLOSERS: HEAD MTD., iiYDRAULICALLY CONTROLLED SIN,;LE ACTION CENTER PIVOTS X. EXISTING TO REMAIN A
r SC SOLID CORE Tempered Refitl1e''��- 1 (MANUF. SPECIFIED HEAVY DUTY CLOSER TO PROVIDE OPENING FORCE AND OPERATION AS Permit Submittal - November 2005 A2
WL) WOOD D �A' / REQUIRED BY CODE; MANUF. SHALL VERIFY WEIGHT OF DOOR BASED ON SCHEDULED SIZE)
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WHERE IOP OF WALL TO STRUCTURE - (1) 20 GA. 3�” METAL STUD Keynotes
E E STRUCTURE WITH ---- - --�
BRACING TO STRUC LJ �-
r
ABOVE IS LESS THAN 5'-9" PROVIDE (2) #8 SHEET METAL_ SCREWS AT I. PROVIDE AI_TLr�NA E PRICE FOR NEW WALL t.ND 3x8' SC WOOD
(1) BRACE AT 8'-0" 0/C TO ONE F_ACH END: PROVIDE DOUBLE STUD
CURVED WALL DOOR AND TEMPERED RECITE; DOOR TO HAVE CLOSER AND
SIDE ONLY, STAGGER SIDES. WHERE
ELECTRIFIED STRIKE, LOCK AND HINGES FOR TENANT CARD" BRACE !�VFIEN DISTANCE TO
DISTANCE 1S GREATER THAN 5'-9 , STRUCTURE ABOVE IS GREATER KEY ACCESS
PROVIDE BRACES EACH DIRECTION THAN 5'-9". r�
MILDREN DESIGN GROUP,
T 8'-0" 0/C — - 6" X 22 GA METAL JOIST y
�BRAC[.'rin TO BE PROVIDED '--
_ AT 16" 0/C ^765 SEW-TURF
i, 5uite�I
45° 0,1HERE DISTANCE BETWEEN ----- '-
PERPENDICULAR INTERSECTING ND OF CURVED WALL
' r �" GYP 80 FASTEN TO Tigard, Oregon 97223-869'
WALLS OF? HORIZONTAL BRACING STUDS WITH TYPE "S" 10 (503) 244-0552
BETWEEN WALLS, EXCEEDS 8'-0" SCREWS AT 8" O/C AT
DO NO' EXTEND BRACING INTO PANEL EDGES AND 12" O/C
r------ - --- EXPOSED STRUCTURE AREAS) AT INTERIOR SUPPORTS --;BLASTIC LAMINATE
- _ - - COUNTERTOP AND SPLASH
-SUSPENDED CEILING
1h" x IX" x 16 GA x �� _ -- ---------- WATER RESISTANT, r- E F
" WITH (4) #8 SCREWS - -CASING BEAD USC 200-A GYPSUM BOARD AT TOILET t4
EACH SIDE = POOM SIDE A4
- ATTACH STUD TRACK TO BRACING
THROUGH OVERSIZED HOLE IN GRID - --- 3)�" 25 GA STUD AT - OO 0" 30'-0"
24" 0/C TYPICAL, 20 GA --
' GYPSUM HOARD EACH TOILE f ROOM AT 16" O/C WHEN -- - ---- - -
SIDE SECURE TO STUDS SUPPORTING WATER HEATER
WITH TYPE 'S' SCREWS AT
5" - 7" O/ _
^� -----R11 BATT INSUL AT TOILET cO
3SOUND - - - -336" 25 GAUGE METAL ROOM WALLS AND CEILING
ATTENUAT!ON CAT7 STUDS AT 2'-0" 0/C —
��= 6" RUBBER BASE
—�� /- ----BOTTOM TRACK TO FINISH _ I
FLOOR WITH POWDER DRIVEN ____-
-- 4" RUBBER BASE S /�
ANCHORS 4'-0" 0/C
4" RUBBF_`% BASE. TYPICAI ��- — 3}¢" STL TRACK
I E
TO SLAB WITH POWDER I I v. •
DRIVEN ANCHORS AT ►. WGM
TN� Wall to Suspended Ceiling __ ( 2' Shower Room Wall Section 3 Satin Bar Elevation , OF
A4 aid-�o" , -o A4 30=11-0. A4 d6-1' --
--
(A1 WIDEST POINT)
-" __.1 Owner:
I J
4 /------ PLYWOOD WITH PLASTIC I I " Pacific NW
LAMINATE; ATTACH TO STUDS - - MULLION o
---- - ---- WITH (2) 2}¢" TYPE S BUGLE_ �-
_ HEAD SCREWS, COUNTERSUNK.; I I ( Properfi ies
- SET 1N SEALANT BED
_ -PREMANUFACTURED FIBERGL_."r`•'
ACCESSIBLE SHOWER --
rT +_ J i� - SEALANT TAPE
P +
8" —_j 6600 SW 105th Avenge
- 1 2 x e AT PERIMETER AND Beaverton, Oregon 91005
FLAT BAR SUPPORT
+
- � 1
\ — PLYWOOD WITH PLASTIC -\ —
` -
LAMINATE AT COUNTER TOP � �'�- ALUMINUM BRAKE '-(APE � "�- Project:
` AND EDGE. ATTACH TO z GRAB I TO MATCH EXISTING SYSTEM I � ��in��
NI 1 "1 SUPPORT W/ #10 x 2" BAR B
1- , i u
;~I SCREWS AT 6" 0/C X -- /� I I
�\ COUNTERSUNK ts
= oo� �,
__ Objel_
+ 2}/�" TYPE S BUGLE � - ��/ ACCESS.6LE SHG4Vt=R SEAT INTERIOR OFFICE WAi I_ ______ —
�- - I E ans ion
BELL SCPEWS AT EACH o 1 p
to
}(" FLAT BAR WITH %"0 x o �_
1)(" LAG SCREWS TO 2 x 4
+ AT 32" O/C I 13190 SW 68t1 Parkway
—
``\��-- -PROVIDE tt001) BLOCKING AS Rt;'D.
r
Tigard, Oregon 97223
Sheet Title:
NOTE: WHERE END OF COUNTER INTERSECTS STUD WALL, INSTALL BLOCKING AND
SECURE COUNTER SUPPORT TO BLOCKING AND/OR STUDS WITH (2) 2!4" TYPE S I I Details
BUGLE HEAD SCREWS AT 12" 0/C MAX. PROVIDE (6) SCREWS MINIMUM
• - � Mullion � Existi Second Floor Plai►
4 Counter Section 5 Shc.mer Elevation Rooms 120 and 12� s 11111.11 at I � s _ _ -- -- _-_- --
,- 19a2b d15-1
lila
j 0 2 4 9 16 r
----- — FLOOR OR ROOF STRIP- 'rURE
----- - - - TIE ENDS OF MEMBERS TO — (2) 350-S 162-33
PREVENT SPREADING �- / -------- 35G T 125-33
1 / — AT 7'-0" OIC, AND
(�T ----; (- -- ADDITIONAL HANGERS AT ALL AT TOP AND BOTTOM
8 MEMBERS WITHIN 8" OF ---, (EACH SIDE OF DOUBLE STUD)
A4 PERIMETER Revisions:
VERTICAL BRACING AT 12'-0"
\` f
-;-- -- _- - — 0/C EACH WAY - SEF •ABLE
---- (2) 350 S 162-33
- - PROVIDE COUNTER SLOPE
riANGERS IF HANGER IS MORE
- I 1 THAN 1;6 OUT OF PLUMB PL �.
J SECURE ALL HANGERS TO --FASTEN TO ice- - - PSN
1 S _ - 2x06 MINIMUM O3
�G, \ r'
2 .;CREWS PER SIPC
BUILDING STRUCTURE. TRAPEZE T' BAR RUNNEi?
DICT WORK AND OTHER LARGE
OBSTRIIC TIONS PER SMACNA , .-,-- #'16 x 2" WOOD SCREWS -
- IN EACH LEG LIUAx - 21'-0"
8" MAX I
L 16 GAGE x1"x1"x3"
VA \ (ALL SIDES) WITH
#8 SCREWS AT 12" 0/C
------ MAINTAIN CLEARANCE BETWEEN --
9 GRIO AND ALL EQUIPMENT (2) #?6x 2" • _• -� #8 SCREWS AT ME:Tt L STUDS �+
SCREWS AT TOP J • • (2) .350 S162-33 MILDREN DESIGN (9"IP,-P i
A4 �---___--- ,►,'qIN RUNNERS AT 4' 0/C _ � �
SUPPORT WITH 112 WIRE AT RIGHTS RES£RVFD
10 \ --
A4 4' 0/C OR WITH 110 WIRE AT \
5' ON CENTER EACH WAY �2 `- - cr1oN NOT TO BE USED OF RPp . CA1CfD
• (,-) #b SCREWS -- L 16 gage x1"x 1"x2" MNILDI?EN DESIGN GROUP, P.C.ESE DRAVANGS ARE THE .
11ALL SIDES (4 TOTAL_) MANNER. EXCEPT WITH THE PRIOR
----- LATERAL BRACING AT 12' O/C WITH (1) #8 SCREW PERMISSION OF MILDREN DES104 'P.0
EACH WAY. MAIN RUNNER TO
: - - STRUCTURE BEGIN BRACING IN EACH LEG [date: 15 Nevem 1.5
MEMBER---�MqX W[;H[N 6' OF PERIMI TER AND MAIN RUNNER - - -
1"d 5S 7'_4" 0 2" FROM CROSS MEMBER -------
- MAIN NNER Drawn by Ch by:
1 h"O 5S 110'-9" o
2"0 5S 13'- 8" o NOTE:
BK M
1350 S125-3.3 7'-8` C MAIN AND CROSS MEMBERS
• S162-33 10'-0" C CAN ONLY BE CONNECTED
J_ob Number: 76
(2) 350 S!62-33113'-4- I TO WALL ANGLES A T Sheet rl
350 5162-33121'-0" 13 - TWO (2) ADJArENT WALLS
7 Suspended Ceiling CS'ection _ _ Double Stud to Main Runner Connection fit Roof Framing_ lo Double Stud _to_Ma in Runner
3"=1'-0" - 3"_1'-O., , .- !'
+If A4 N.T.S. ACI_ CONNECTION DEVICES TO BE OF AN APPROVED TYPE A A 3"=1'-0" A4 zap
Permit Submittal - Nove, ober 2005 A4 4
�'1'�F ?��4)2a2
2a-ri AND HAVE A 100 ' RATED CAPABILITY. 201
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