Plans BUP20112 - .00 15 3
RECEIVED
Ahs; 111 2012 ,.
CITYOFTICARD MILDREN DESIGN GR4uP, P.C.
BUUII'MIVISION ARCHITECTURE • SPACE PLANNING
7650 S.W. Beveland, Suite 120
mccormac
Tigard, Oregon 97223-8692
(503) 244-0552
per esTei-.n-
a
-M- - prove -M- - en
7 go. DDW Sa.ndbu_ra
Toard0
Ore— aon
3 6
E
Analysis PI ' E
Code Anal
y Plumbing Requirements Keynotes -�
BASED ON THE 2010 OREGON STRUCTURAL AND SPECIALTY CODE PER TABLE 29—AOF
1. PROVIDE ACCESSIBLE PARKING STALL, ACCESS AISLE AND
B OCCUPANCY 1:200, 3220 SF = 16 OCC = 8 MALE, 8 FEMALE SIGN TO BE MAX. 2% SLOPE IN ALL DIRECTIONS
OCCUPANCY AND CONSTRUCTION
ASSUMED OCCUPANCY: 2. 5'-0" WIDE STRIPED ACCESS AISLE TO BE MAX. 2% SLOPE
B
NON—SEPARATED USE BETWEEN: N/A REQUIRED PROVIDED (ON FLOOR) IN ALL DIRECTIONS Client:
CONSTRUCTION TYPE: III—B LAVATORIES 1 MALE, 1 FEMALE 1 MALE, 1 FEMALE McCormack
WATER CLOSETS 1 MALE, 1 FEMALE 1 MALE, 1 FEMALE
FIRE—RESISTANCE RATING REQUIREMENTS Properties
STRUCTURAL FRAME: 0 HRS.
EXTERIOR BEARING WALLS: 2 HRS. General Notes
EXTERIOR NON—BEARING WALLS: 0 HRS.
INTERIOR NON—BEARING WALLS: 0 HRS. Deferred Submittals A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS.
FLOOR CONSTRUCTION: D HRS. PLUMBING NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START
OF WORK.
HVAC 7190 SW Sandburg St.
ELECTRICAL B. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. Tigard, Oregon 97223
EXITING: C. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF
B OCCUPANCY. COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0" PER OSSC SECTION 1014.3 LOW VOLTAGE NOT LESS THAN 2—A:10B FOR EACH 3,000 SQ.FT. OF FLOOR
EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER OSSC SECTION 1016.1 AREA: TRAVEL FROM ANY PORTION OF BUILDING NOT TO
EXCEED 75'. FIRE EXTINGUISHERS NEED TO BE NEAR EACH Project:
EMERGENCY LIGHTING: REQUIRED EXIT AND EVERY SEVENTY FIVE FEET ALONG THE
IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM PATH OF EGRESS. TI for
SHALL AUTOMATICALLY ILLUMINATE THE PORTION OF THE EXTERIOR EXIT DISCHARGE D. ALL FINISHES (IE BASE, ETC.) TO MATCH EXISTING UNLESS
IMMEDIATELY ADJACENT TO EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED
TO HAVE TWO OR MORE EXITS WITH THE EXIT ILLUMINATION SUPPLEMENTED WITH NOTED OTHERWISE. McCormack
AN EMERGENCYPOWER SUPPLY CAPABLE OF PROVIDING POWER FOR A DURATION OF E. PROVIDE 20 CFM OF OUTSIDE AIR PER OCCUPANT AT
NOT LESS THAN 90 MINUTES PER OSSC SECTION 1006.3. OFFICE AREA.
EXITING CALCULATIONS
F. LEVEL 4 FINISHED WALLS (NEW) TO RECEIVE (1) COAT PRIMER, Properties OCCUPANT LOAD: (2) COATS ACRYLIC LATEX.PER OSSC TABLE 1004.1.1 G. SUSPENDED CEILING MUST CONFORM TO OSSC RULING
OFFICE: 2,679 F 100 SF/PERSON 27 PERSONS Area of Work FOR 2004 OSSC SECTION 1621.1 AND 2007 OSSC (EFFECTIVE
EXEMPT AREAS: 550 SF 0 SF/PERSON (Garden Level) APRIL 1, 2007) SECTION 1613.1, DATED JULY 1, 2010. 7190 SW Sandburg St.
SW Sandburg St. H. VERIFY POWER AND DATA REQUIREMENTS WITH OWNER. Tigard, Oregon 97223
REQUIRED EGRESS WIDTH PER SECTION 1005.1 J. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS.
.3"/OCCUPANT STAIRWAYS _ K. DO NOT PLACE OPPOSING ELECTRICAL OR DATA MUDRINGS WITHIN
.2"/OCCUPANT OTHER EGRESS COMPONENTS
SAME CAVITY. Sheet Title:
EXIT WIDTH:
Q L. PROVIDE 3X" SOUND ATTENUATION BATT IN ALL NEW INTERIOR
INCHES PER OCCUPANT: 27 x .2;; = 5.4" PARTITION WALLS. Cover Sheet
WIDTH OF EGRESS PROVIDED: 72 M. WOOD STUDS AT CONTRACTORS OPTION.
LOSS OF EXIT: 90" > 5.4"/2=2.7" (AVAILABLE CAPACITY >50% REQ. CAPACITY) ,
MINIMUM NUMBER OF EXITS PER OSSC TABLE 1021.1
NUMBER OF OCCUPANTS: 27
L
REQUIRED: 1
PROVIDED: 2
I�
Q 2
4
A4
NAppmed CITY OFTIGARD
..........Z.1...............[�Y
1
Conditional) Approved Y PP [ J Revision
See Letter to:Follow..................[
co Existing- -- A uPahed 'vi
NNN..
o Penn it Number: 1, J`
Existi - Building
,
Building2--
A4 0144
Approved plan 3
shall be on job site.
MILDREN DESIGN GROUP, P.C., 2012, ALL
RIGHTS RESERVED Q
pTHESE DRAWINGS ARE THE PROPERTY OF
OFFICE�C�j COlD Y MILDREN DESIGN GROUP, P.C., AND ARE
NOT TO BE USED OR REPRODUCED IN ANY
MANNER. EXCEPT WITH THE PRIOR WRITTEN
PERMISSION OF MILDREN DESIGN GROUP, P.C.
Date: 27 July 2012
Drawn by: Checked by:
BK WEM
Job Number: 112029.01
Key Plan sheet
No Scale
Permit. Submittal - July 2012 AO
Keynotes
1. EXISTING STAIRS AND RAILING TO BE REMOVED
2. REMOVE EXISTING WALLS, DOORS, RELITES AND CASEWORK MILDREN DESIGN GROUP, P.C.
TYPICAL ARCHITECTURE ■ SPACE PLANNING
® 3. REMOVE EXISTING SINK, LAVATORY AND TOILET 7650 S.W. Beveland, Suite 120
4.f 1 SINk
5. PORTVE ION ON EXISTING
OF EXISTING COFFEEBAR
TO BED REMOVEDTi ar g d, Oregon 97223-8692
6. PROVIDE NEW CARPET, MATCH EXISTING (503) 244-0552
7. REMOVE EXISTING WINDOW AND SAW CUT FOR NEW 3'x7'
STOREFRONT DOOR
O
O
_ 9i1
�
:
3 4i
I �!
I II
ut-
41
I\_T
- - - - =1 3
1
i I A T E I .y
� ° II s j •
d,
2 rI D, GON
I i ® •�
F
Client-
McCormack
L=
V, LQ�_�:JJ
�'` f�'^>° �r -•m _ FIF _w .;,. ^' i _ if
��{r Properties
❑
} yy {q
� II I
7190 SW Sandburg St.
Tigard, Oregon 97223
7
Project-
TI
roject-TI for
McCormack
Partial First Floor Demolition Plan Garden Level Demolition Plan Properties
0 2 4 8 16 0 2 4 8 16
7190 SW Sandburg St.
Tigard, Oregon 97223
Sheet Title:
Demolition
Plans and
First Floor .
Plan
Revisions:
6
o
MILDREN DESIGN GROUP, P.C., 2012, ALL
RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MILDREN DESIGN GROUP, P.C., AND ARE
NOT TO BE USED OR REPRODUCED IN ANY
MANNER, EXCEPT WITH THE PRIOR WRITTEN
Partial First Floor Plan PERMISSION OF MILDREN DESIGN GROUP, P.C.
Date: 27 July 2012
0 2 4 8 16 Drawn by: Checked by:
BK WEM
a Job Number: 112029,01
Sheet
Permit Submittal - July 2012 A 1
• Keynotes ---�. ��,...
7
y MILDREN DESIGN GROUP, P.C.
A3 1. PLASTIC LAMINATE FACED COFFEE BAR WITH UPPERS AND ARCHITECTURE SPACE PLANNING
SINK - SEE DETAIL 2/A3 7650 S.W. Beveland, Suite 120
53'-8" 2. WOOD VENEER CASEWORK WITH GRANITE COUNTERTOP - Tigard, Oregon 97223-8692
16 7 SEE DETAIL 6/A3 (503) 244-0552
3. PROVIDE DOOR IN EXISTING OPENING
4. 4'x3' RELITE, SILL AT 4'-0" AFF
0 0 5. Y4" BUTT GLAZED TEMPERED RELITE, MATCH EXISTING
6. STOREFRONT DOOR, MATCH EXISTING
°° °"PATH OF MVM DISTANCE ss-s•
E 7. ARMSTRONG SECOND LOOK II SUSPENDED CEILING AND 'Y16""
rE7QT TRAVEL DISTANC7i'-d'•••�
GRID AT 8'-0" MIN. AFF, VERIFY CEILING HEIGHT WITH
OFFICE WORK/COPY I OWNER - SEE DETAIL 5/A4
12 FE 28 58 S.F. B4BB8 OFFICE 8. EXISTING GYPSUM BOARD CEILING, PAINT
64BB8 /100 = 2 118.85 S.F. ( I 9. 5/8" GYPSUM BOARD CEILING AT 8'-0 AFF, PAINT
250.73 S.F. B:EXITS 1 /100 = 2 I 84688 7 10. EXISTING CONCRETE CEILING STRUCTURE
/100 = 3 B:EXITS 1 ' 307.73 S.F. 13 11. 4" CONCRETE WALK WITH 6x6 W1.4xW1.4 WWM AND BROOM
B:EXITS 1FINIS , MATCH
E I 8:EXITSMM 12. CURBH
HRAMP - SEESDETAIL 4/A4 O 13. FUR EXPOSED CONCRETE WITH METAL STUDS AND R-11
E
4 . .................. •_J 3 BATT - MATCH ADJACENT
p .� (HALLWAY 102 14. 9LAA3TIC LAMINATE FACED RECEPTION DESK - SEE DETAIL
D. �
14 ,� 84868 15. 5'x5' CONCRETE PAD
•, ° • f 344.49 S.F. WOMEN 16. PLASTIC LAMINATE UPPER AND LOWER CABINETS - SEE
p
XEMPT Ei o3 107 107
O C4CC8 9 17. NEW WALL/FLUSH WITH EXISTING
17'-3j"f 61.51 S.F. ,.: :�•:.�: '•�' / l
r.• %..
0 i /100 = 1 x... „� •. . r
B:EXITS 1 VO
a� WAITING N R NCE 17 , " 4'',
101 103 k, r,o.,, ,.t.
B4BB8 I B4BB8 •' T N y
01 •� j�•�"�-•••--J 264.52 S.F. FEC MEN- Finish Schedule ' 4 R
100 = 4 /100 = 3 AK ROOM
/ 106 ® XXXXX ,..,
B:EXITS 1
Y
B. EXITS 1 '�� •,
6 ° 5 103 D4BB8 EXEMPT i:, :;'`:.;y",,,:
p p 152.36 S.F. .i,.. ' . ;: 8 ROOM NAME OF
° 2 100 = 2 Floor Finish A46B9
B. XITS 1 I ' ;.;• A. EXPOSED CONCRETE SLAB
O�
B. CARPET Client:
104 4 C. SHEET VINYL
tK D. VINYL COMPOSITION TILE McCormack
104 OPEN 105 OFFICE 4 1
1
i 84BB8 A3 64BB8 Base
00 237.33 S.F.
100 = 3 TYP• 585.85 S.F. 0. NO BASE Properties
/ /100 = 6 4. 4" RUBBER BASE
B:EXITS 1 B:EXITS 1 6. 6" RUBBER BASE
Wall Finish
E
los �
ELECTRICAL
E 10 A. EXPOSED CONCRETE
• `a XXXXX B. GYPSUM BOARD AND PAINT 7190 SW Sandburg St.
149.33 S.F.
16'-4"± EXEMPT C. 4' PLASTIC WAINSCOT WITH STAINLESS STEEL Tigard, Oregon 97223
TRIM AT EDGES, W.R. GYPSUM BOARD AND PAINT
6 ABOVE. TYPICAL AT ELEVATED WALLS ONLY.
15 X. EXISTING TO REMAIN Project:
Ceiling Finish T1- for
A. EXPOSED ROOF STRUCTURE McCormack
B. SUSPENDED ACOUSTICAL - TEE BAR
C. GYPSUM BOARD AND PAINT
Garden Level Floor Plan Garden Level Reflected Ceiling Plan X. EXISTING TO REMAIN Properties
Ceiling height
0 2 4 8 16 0 2 4 8 16 8. 8'-0"
9. 91-010 7190 SW Sandburg St.
12. 12'-0" Tigard, Oregon 97223
X. EXISTING TO REMAIN
Door Schedule Wall Legend Sheet Title:
NOTE: ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO
MARK NOMINAL SIZE FRAME DOOR HARDWARE REMARKS
WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE GROUP BE PRESSURE TREATED Floor Plan
101 3'-0" 7'-0" --- AL ME AL ME A 1 EXISTING WALL
102 3'-0" 7'-0" I%- MTL FF SC ST B3
103A 3'-0" 7'-0" 1)4/- MTL FF SC ST B 2 NEW PARTITION WALL Room Symbol Legend Site Plan
103B 3'-0" 7'-0" 1-" MTL FF SC ST B 2
104 3'-0" 7'-O" 1X" MTL FF SC ST B 3ROOM NAME
105 3'-0" 7'-0" -- AL ME AL ME A 1 NEW PLUMBING WALL FI ROOM NUMBER
ROOM AREA 101 -___ ROOM FINISH
106 3'-'0" 7'-0" -- MTL FF SC ST B 2 FACTOR 4
EXISTING WALL TO BE REMOVED XXX/100:2-..'_NUMBER OF
107 3'-0" 7'-0" -- MTL FF SC ST B 4 6:2 E ITS
LEGEND ��OCCUPANTS
AL ALUMINUM OCCUPANCY GROUP PER NUMBER OF
FF FACTORY FINISH
ME MATCH EXISTING IBC TABLE 1004.1.2/NUMBER EXITS PROVIDED
M
Revisions.
TL METAL
SC SOLID CORE
ST STAIN
Door Types Door Hardware dware Electrical Symbols
a
GAP
1 CYLINDER 2'x4' FLUORESCENT LIGHT FIXTURE
BALANCE OF HARDWARE BY DOOR SUPPLIER.
GROUP 2 2'x2' FLUORESCENT LIGHT FIXTURE
IJ PAIR BUTTS STANELY . 652 FBB179 4� x 4J
1 LATCHSET SCHLAGE 626 SPARTA DIGS
\ \ 1 STOP TRIMCO 1270 WVCP BBW 630 2'x4' LITHONIA AVANTE FLUORESCENT EMERGENCY LIGHTING
ON BATTERY BACKUP, EACH FIXTURE = 85 WATTS MILDREN DESIGN GROUP, P.C., 2012, ALL
GROUP 3 M RIGHTS RESERVED
1J PAIR BUTTS STANELY 652 F13B179 41 X 4J THESE DRAWINGS ARE THE PROPERTY OF
Tem erect (CIC late Where MILDREN DESIGN GROUP, P.C., AND ARE
P P 1 STOP TRIMCO 1270 WVCP BBW 630 2'x2' LITHONIA AVANTE FLUORESCENT EMERGENCY LIGHTING NOT TO BE USED OR REPRODUCED IN ANY
A glazing scheduled 1 LOCKSET SCHLAGE 626 SPARTA D91PD x ON BATTERY BACKUP, EACH FIXTURE = 85 WATTS MANNER, EXCEPT WITH THE PRIOR WRITTEN
PERMISSION OF MILDREN DESIGN GROUP, P.C.
~ GROUP 4 B EXHAUST FAN, CEILING MOUNTED, VENT THROUGH ROOF Date: 27 July 2012
1J PAIR BUTTS STANELY 652 FBB179 4J x 4
1 OCCUPANCY INDICATOR ® LIGHTED EXIT SIGN Drawn by: Checked by:
I LATCHSET SCHLAGE 626 SPARTA DIOS
1 CLOSER LCN 4010T OFEC FIRE EXTINGUISHER IN CABINET WEM
1 GASKET PEMKO S88 Job Number: 112029.01
1 STOP TRIMCO 1270 WVCP BBW 630x12"
1 KICKPLATE
Sheet
Permit Submittal - July 2012 A2
#16 WOOD SCREW 2'-1 j"
X 2" OR 546" LAGPLASTIC LAMINATE FACE
PLASTIC LAMINATE . MAXIMUM " PLYWOOD WITH PLASTIC 2'-1"
COUNTERTOP AND SPLASH HEIGHT 70 MILDREN DESIGN GROUP, P.C.
5 LAMINATE. ATTACH 70 STUDS pLAS7IC LAMINATE ARCHITECTURE ■ SPACE PLANNING
(1) #14 SCREW #12 WIRE TO TOP TRACK A7 A3 ADJUSTABLE SHELVES TOP OF SINK WITH (2) 23�" TYPE S BUGLE COUNTERTOP AND
AND/OR HEAD SCREWS, COUNTERSUNK. SPLASH 7650 S.W. Beveland, Suite 120
1 65,0" 0/C NOTE: PROVIDE OUNTER SET IN SEALANT BED `�' Tigard, Oregon 97223-8692
�1 3/8 x25 GA. DIAGONAL KICKER
AT 12'-0" 0/C FOR ERECTION I ( (503) 244-0552
(ALT. DIRECTION); TIGHTEN I 2'-0" ( NOTE: HIGH DENSITY PARTICLE
WIRE AFTER WALL IS PLUMBED _ _ _ _ _ _ '. BOARD MAY BE SUBSTITUTED
SHIM CABINET
- _ _ - _ _ _ - - \- _ FOR PLYWOOD UPON BOX AS REQUIRED WIRE PULLS TYP.
J ARCHITECT'S REVIEW
WASHER 16 GA. x 4" x N
SUSPENDED CEILING I
3" A7 SCREW PLYWOOD WITH PLASTIC PLASTIC LAMINATE
ADJUSTABLE SHELVES
LAMINATE AT COUNTER TOP
J CASING BEAD ° °
#10 SCREWS o I - AND EDGE. ATTACH TO °
ao I A3 A3 UNDERCOUNTER \\ v / SUPPORT W/ #10 x 2"
%8" GYP BD A7 h I I S LIGHT N - SCREWS AT 6 0/C
EACH SIDE SECURE I I COUNTERSUNK j N
TO STUDS WITH 24_ O/C STUD CHART: I REF NIC
TYPE 'S' SCREWS L •362 S 125-18 70 9'-11hIJ
—
A7 5"-7" 0/C •362 S 137-33 TO 17'-6" I I °
•400 S 162-33 TO 19'-10" a I ° °
•600 S 162-33 TO 27'-7" I I
ATTE2NUATION" SOUND
SEE A/E FOR ALTERNATE N I I - - - - - - ° MELAMINE INTERIOR
BATT SIZES
4" RUBBER BASE. TYPICAL
�r 4s, W�5
� .
POWER-ACTUATED FASTENERS:
L
AT 12" 0/C, WALL TO 22'-0" ADJUSTABLE SHELVES 0.145" 0 x MIN. EMBED
3" BASE - SEE FINISH SCHEDULE L
•0.145" x MIN. EMBED
'00 • SCRIBE 70 FLOOR
A7 6" 0/C, WALL TALLER INK; 6j" DEEP
THAN 22'-0" MAXIMUM r�
Partition Wall at Suspended Ceiling K2 Coffee Bar Elevation 3 Cabinet Base at Sink4Cabinet Base ' vrL4
A3 1b1a-r5-°» A� W0=13,-O" A3 194-r2 /'13 d6'61'-0"
Client:
31-00PMcCormack ,
''-°" 2'-°"
Properties
EXISTING STOREFRONT WINDOW 2 Pror"
acv REVEAL, PL-2
„ GRANITE COUNTERTOP
(ALTERNATE: PLASTIC LAMINATE) PLASTIC LAMINATE, PL-1 OVER
WOOD POSTFORM EDGE
SEALANT
CONTINUOUS LIGHTING
FABRIC WRAPPED HOMASOTE 7190 SW Sandburg St.
Tigard, Oregon 97223
CONTINUOUS
PANEL
FRENCH CLEAT
MOUNTS TO IN- WOOD VENEER FACE -� DIVIDER BEYOND - SEE
WALL BLOCKING. (ALTERNAE: PLASTIC LAMINATE) PL 3-1 ELEVATIONS Project:
GYPSUM BOARD ON WORK SURFACE, PL-1
35/8" METAL STUDS AT 24" O.C. TI for
° WITH R-11 BATT INSULATION
° (TWP) 3/4" MDF
ADJ. SHELVING o REPLACE EXISTING N
McCormack
MELAMINE FINISH. GLAZING WITH
00 REMOVE EXISTING GYPSUM
3/4" MDF DOORS j w SPANDREL GLASS o BOARD SILL 00 6" R E C E P. DESK Properties
COVER BOTH FACE5 N
AND EDGES W/ N PLYWOOD SHEATHING ON PL-3
PLASTIC LAMINATE 2x12 FLOOR JOISTS - SEE
° AT AT STRUCTURAL
MELAMINE INTERIOR iri 7190 SW Sandburg St.
WIREPULLS SEE -_ - _ _>z- - >Z- - _ _ _ _ _ -` -_-
WIRE
SPECIFICATIONS N `�' Tigard, Oregon 97223
�t N N
Sheet Title:
1'-0" BRUSHED CHROME WIRE ' END PANEL BEYOND
Details
„ CLEAR UNDERCOUNTER PULLS TYPICAL
1 LIGHT EXISTING WALL SYSTEM
PL-3
5
Upper Cabinet 6 Conference Room Casework Furring at Existin Window $ Reception Counter Section
A3 1Y2"=1'-0" A3 X,,=1'-o" A3 1y2„=1'-0„
d6-5 d-06410-conf case d-08410-1
19a3b-r1
PLASTIC LAMINATE FACE
PLASTIC LAMINATE
COUNTERTOP AND SPLASH
ADJUST E SHELVES Revisions:
PLASTIC LAMINATE COUNTERTOP
PLASTIC LAMINATE
VERTICAL SUPPORTS
00 =74
PLASTIC LAMINATE FACE 1
N
A3 0
(K) oo
MILDREN DESIGN GROUP, P.C., 2012, ALL
RIGHTS RESERVED Q
a THESE DRAWINGS ARE THE PROPERTY OF
p MILDREN DESIGN GROUP, P.C., AND ARE
00 — ——— — —— — NOT TO BE USED OR REPRODUCED IN ANY
MANNER. EXCEPT WITH THE PRIOR WRITTEN
MN
PERMISSION OF MILDREN DESIGN GROUP, P.C.
N Date: 27 July 2012
Drawn by: Checked by:
WEM
FRONT ELEVATION SIDE ELEVATION REAR ELEVATION ADJUSTA E SHELVES
Job Number: 112029.01
Sheet
K'9Reception Desk Elevations 16Work Room Casework
d-06410-recep d-06410-work rm Permit Submittal July 2012 A3
3" SMOOTH TROWELED JOINT
TYPICAL
BROOM FINISH
MILDREN DESIGN GPOUP, P.C.
EXISTING CATCH BASIN ARCHITECTURE - SPACE PLANNING
.090" ALUMINUM SIGN PLATE 7650 SX Beveland, Suite 120
BLUE REFLECTIVE SHEETING Tigard, Oregon 97223-8692
%%136" HIGH WHITE TAMPED SLIP RESISTANT PATTERN (NET (503) 244-0552
ACCESSIBLE SIGNAGE 644 REFLECTIVE LETTERS AND PATTERN SHOWN) PER UBC SEC 1109,6
PER STATE -:z_- PARKING WITH O.M. BORDER, BAKED ENAMEL
DISABLED PERMIT ONL F76" CURB LEVEL WITH SURFACE
REQUIREMENTS VIOLATORS SUBJECT C
TOYING UNDER
OF ADJACENT SIDEWALK
ORS 811,620 AND FIN HANDICAP SYMBOL WHITE
PARKING SPACE AND ACCESS »>
UP TO 0 UNDER
OR$$48511315 WITH BLUE BACKGROUND
AISLE TO HAVE 2% SLOPE MAX.
IN ALL DIRECTIONS "
..........
�
3
VAN-ACCESSIBLE VAN ACCESSIBLE SIGN WHERE
4" PAINT STRIPE
X REQUIRED
0 4" PAINT STRIPES AT
............... 3" WIDE PAINT STRIPE
2'-0" O/C TYPICAL
...........
TYPICAL
SLOPE SLOPE
ACCESSIBLE SYMBOL,
CN, GALVANIZED STEEL POST
NOTES:
PAINTED PER
96.
STATE REQUIREMENTS
I ALL ACCESSIBLE STRIPING
U-)
AND SIGNAGE TO COMPLY
---------------------J
2 WITH ORDINANCE ORS
A4 447.233.
0)
2, ACCESSIBLE SIGN TO BE
..........
MOUNTED TO SIDE FOR T
30* TYP. '—EXISTING -WALK AND CURB WALK EVEN WITH
...........
VAN ACCESS LOCATIONS67
AND MAY BE CENTERED PAVING EVEN WITH PAVING TOP OF CURB
FOR STANDARD ACCESSIBLE WALK AND CURB
SLOPING
0
J, N SPACES.
3. WHITE STRIPING PREFERRED
MIN, BLUE 0)p —0 VO
6'-0" STD. TYP. BACKGROUND AN4
D " 10" 6
9,-0 '— 4L 5
" BLUE PAINTED CURB T M JR.
MIN. OPTIONAL
4, MAXIMUM 2% SLOPE ALL
TYPICAL 8'-0" AT VAN DIRECTIONS EXCEPT AT OREGON
ACCESSIBLE LOCATIONS RAMPS
1 Accessible Parklpg Stall 2 International Accessible SyMbol 3 Accessible Parking ( 4`� Accessible Sldewalk 'RaTp OF
�A4 A4 " ' " q/99-19-099
A4 " 0 '��4
15154-a-rl 15b2 15b3 15a6-r2
ROOF FRAMING, -3" CLR SUSPENDED CEILING SEE Client:
FLOOR OR ROOF STRUCTURE 2x6 MINIMUM 4 REFLECTED CEILING PLAN
McCormack
TIE ENDS OF MEMBERS TO #16 x 2" WOOD SCREWS 350 T 125-33
PREVENT SPREADING IN EACH LEG AT 79-03P O/C, AND
Properties
ADDITIONAL HANGERS AT ALL AT TOP AND BOTTOM
8 MEMBERS WITHIN 8" OF L 16 GAGE x1"x14}x3" (EACH SIDE OF DOUBLE STUD)
A4 PERIMETER (ALL SIDES) WITH
0 0
VERTICAL BRACING AT 12'-0" — #8 SCREWS AT METAL STUDS
O/C EACH WAY - SEE TABLE
(2) 350 S 162-33
PROVIDE COUNTER SLOPE RUNNER FREE TO SLIDE ON
7190 SW Sandberg St.
HANGERS IF HANGER IS MORE CEILING SYSTEMS ATTACHMENT CLIP Tigard, Oregon 97223
THAN 1.6 OUT OF PLUMB PLAN
SECURE ALL HANGERS TO
BUILDING STRUCTURE. TRAPEZE 6 Connection at Roof FraminqCEILING SYSTEM ANGLE MOLDING
DUCT WORK AND OTHER LARGE A4 (2) #8 SCREWS PER SIDE FREE EDGE Project:
OBSTRUCTIONS PER SMACNA 202
81,
6 8" MAX, '*"_�_MATNTAIN CLEARANCE BETWEEN (2) 350-S 162-33 L MAX = 21'-0" SUSPENDED CEILING - SEE TI for
GRID AND ALL EQUIPMENT i REFLECTED CEILING PLAN McCormack
A4 MAIN RUNNERS AT 4' O/C (2) 350 5162-33
4O/C OR WITH 10 WIRE AT
Properties
A4 ' #
9 SUPPORT WITH #12 WIRE AT PLAN T-BAR RUNNER SECTION
7 FASTEN TO
A4
5' ON CENTER EACH WAY L 16 gage x1"x1"x2"
LATERAL BRACING AT 12' O/C ALL SIDES (4 TOTAL)
EACH WAY, MAIN RUNNER TO WITH (1) #8 SCREW
7190 Sndburg St.
SUSPENDED CEILING TO STRUCTURE BEGIN BRACING IN EACH LEG Tigard, Oregon 97223
MEMBER LMAX CONFORM TO OSSC RULING WITHIN 6' OF PERIMETER AND
1"0 5S 79-4" 0 FOR 2004 OSSC SECTION 1621.1 2" NOTE:FROM CROSS MEMBER #8 SCREWS AT 12" O/C MAIN RUNNER
IY2"O 5S 101-911 0 AND 2007 OSSC (EFFECTIVE (2) #16x 2" INDUSTRY STANDARD POP RIVET
2930 5S 13'—B" 0 APRIL 1, 2007) SECTION 1613.1, NOTE: SCREWS AT TOP
OReeT
350 S125-33 79-6t: C DATED NOVEMBER 6, 2006 MAIN AND CROSS MEMBERS CLIP IN FIXED POSITION
CEILING SYSTEM ATTACHMENT Sht itle:
350 5162-33 10'-0" C CAN ONLY BE CONNECTED (2) #8 SCREWS
(2) 350 5162-33 139-4" 1 TO WALL ANGLES AT SECTION Details
_(21_15O 6162-33 21'-0" 13 TWO (2) ADJACENT WALLS MAIN RUNNER ATTACHED _EDGE
5 7 Double Stud to Main Runner 8 Double Stud to Main Runner ('q'� Celli
A4 N.T.S. ALL CONNECTION DEVICES TO BE OF AN APPROVED TYPE A4 3fA�1A_OP9 319-19_0,9
A4
2o-r4 AND HAVE A 100# RATED CAPABILITY. 2a1 2a3 2'-0 2a4-r1
FRAMED MIRROR —MIRROR
PLASTER LAMINATE WAINSCOTTOP OAR
6'-0" LIGHT FIXTUREY4" PLYWOOD WITH PLASTIC
AT THESE TWO WALLS ONLY
MOUNT AT 6 -6" A.F,F. TOO
LATORY
LAMINATE. ATTACH TO STUDS
ANSI 117.1 TYPE FAUCET WITH (2) 2,Y2" TYPE S BUGLE
2'_0J4 HEAD SCREWS, COUNTERSUNK.
SET IN SEALANT BED
Revisions:
7-
1' 6 +
+
WATER RESISTANT
GYPSUM BOARD 8
3,-4496 2 x 4 AT PERIMETER AND
FLAT BAR SUPPORT
3°_0" +
3'_694 1'-0"
0 PLYWOOD WITH PLASTIC
1'-6
1 >F 1t9 T LAMINATE AT COUNTER TOP
0
AND EDGE. ATTACH TO
QO
SUPPORT W1 #10 x 2"
SCREWS AT 6" O/C LO
COUNTERSUNK
44 (2) 2y2" TYPE S BUGLE
MILDREN DESIGN GROUP, P.C., 2012, ALL
+ HEAD SCREWS AT(D >< RIGHTS RESERVED (D
6P9 STUD
THESE DRAWINGS ARE THE PROPERTY OF
MILDREN DESIGN GROUP, P.C., AND ARE
NOT TO BE USED OR REPRODUCED IN ANY
MANNER, EXCEPT WITH THE PRIOR+ EN
(,a PERMISSION OF MILDREN DESIGN GROUPWRIT,TP.C.
4_1
YC' FLAT BAR WITH Y4"o X It : 27 July 2012
M.B.'BOLTS TO STUD
Drawn by: Checked by:
ACCESSIBLE TOILET A4 4" RUBBER COVE BASE FLOOR STRUCTURE AT 16" O/C WEM
TOILET INSULATE EXPOSED PIPING NOTE: WHERE END OF COUNTER INTERSECTS STUD WALL, INSTALL BLOCKING AND
TISSUE DISPENSER SECURE COUNTER SUPPORT TO BLOCKING AND/OR STUDS WITH (2) 2y2" TYPE S Job Number: 112029.01
GRAB BARS BOBRICK B-369 PAPER BUGLE HEAD SCREWS AT 12" OIC MAX, PROVIDE (6) SCREWS MINIMUM Sheet
TOWEL DISPENSER/
lo Toilet Room Elevations WASTE RECEPTACLE Lavatory Counter Section
A4Y2"="—0" 1 Y2":=V—0"
3bnokey—r6 19a2s Permit Submittal - July 2012 A4