Plans (13) BtP2013 - 00256
RECEIVED
OCT 2 2 2013 ""'
CI'T'Y OF TIGARD MILDREN DESIGN GROUP, P.C.
El BUILDING DIVISION ARCHITECTURE - SPACE PLANNING
7650 S.W. Beveland, Suite 120
Tigard, Oregon 503) 244-0552 3-8692
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TIGARD, OREGON
Code Analysis Deferred Submittals General Notes ?
y OF
BASED ON THE 2006 INTERNATIONAL BUILDING CODE (IBC) WITH 2007 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS ELECTRICAL A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS
OCCUPANCY AND CONSTRUCTION MECHANICAL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START
ASSUMED OCCUPANCY. B SPRINKLERS OF WORK. Client:
NON—SEPARATED USE BETWEEN: N/A LOW VOLTAGE B. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. Perlo
CONSTRUCTION TYPE: III—B C. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF
DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE NOT LESS THAN 2—A: 10B FOR EACH 3,000 SQ. FT. OF FLOOR
REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL AREA TRAVEL FROM ANY PORTION OF BUILDING NOT 70 Construction
REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A
FIRE—RESISTANCE RATING REQUIREMENTS NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE EXCEED 75'.
BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO D. 100% SPRINKLERING TO BE MAINTAINED THROUGHOUT IN
STRUCTURAL FRAME: 0 HRS. THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL
EXTERIOR BEARING WALLS: 2 HRS. NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE ACCORDANCE WITH N.F.P.A. PAMPHLET #13 (BY SEPARATE
EXTERIOR NON—BEARING WALLS: 0 HRS. BEEN APPROVED BY THE BUILDING OFFICIAL. PERMIT). EXISTING BUILDING SPRINKLER SYSTEM IS DRY—PIPE
INTERIOR NON—BEARING WALLS: 0 HRS. SPRINKLER SYSTEM. 16101 SW 72nd Ave.-Ste. 200
FLOOR CONSTRUCTION: 0 HRS. E. ALL NEW WALLS TO RECEIVE LEVEL 4 FINISHED1
( ) COAT Portland, Oregon 97224
FIRE PROTECTION: BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE PROTECTION SYSTEM AND AUTOMATIC SMOKE PRIMER, (2) COATS ACRYLIC LATEX AT OFFICE WALLS.
F. VERIFY POWER AND DATA REQUIREMENTS WITH OWNER AND
DETECTION THROUGHOUT IN ACCORDANCE WITH OSSC 903.3.1.1 TENANT.
Project:
VERTICAL EXITS AND PASSAGWAYS EXIT CORRIDORS AND EXITWAYS ROOMS AND ENCLOSED SPACES G. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS;
FLAME SPREAD INDEX: CLASS C: 76 — 200 CLASS B: 26 — 75 CLASS C: 76 — 200 DO NOT FURNISH SILENCERS FOR DOORS WITH Interior
SMOKE DEVELOPED INDEX: CLASS C: 0 — 450 CLASS B: 0 — 450 CLASS C: 0 — 450 WEATHERSTRIPPING OR GASKETING
EXITING: H. DO NOT PLACE OPPOSING ELECTRICAL OR DATA MUD RINGS Remodel for
B OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0" PER OSSC SECTION 1014.3 WITHIN SAME CAVITY.
I. PROVIDE SOUND ATTENUATION BATT AT ALL NEW INTERIOR OHCA
EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER OSSC SECTION 1016.1 WALLS.
J. RE—USE EXISTING DOORS OR USE DOORS FROM STORAGE
WHEREVER POSSIBLE.
K. ALL ELECTRICAL SWITCHING TO TIE INTO EXISTING BUILDING 11740 SW 68th Pkwy-Ste. 250
Room Symbol Legend SWEEP SYSTEM (SWITCHING ORIGINALLY INSTALLED BY CAPITOL Portland, Oregon 97223
ELECTRIC).
ROOM NAME Sheet Title:
OFFICE ROOM NUMBER
ROOM AREA/LOAD 101 —_—_
��ROOM FINISH -. F. T T T � _ over Sheet
FACTOR B4BB�XXXII CITY OF TIGA"
XXX/100:2�� �- -�- -�- -�- -�
B:2 EXITS NUMBER OF I Approved........�............0....
[v]�
OCCUPANTS L I � — Conditionally Approved..............[
OCCUPANCY GROUP PER ]
NUMBER -�--��-�����"'�
OF '' See Letter to:Follow.. [ ]
�
EXITS PROVIDED
Attached................
L — —1 Permit Number: t3iAPkQ
A : �i 7 �� bhp
By: Date• .Z
ri
oil I end , II - I I I Finish ScheduleL �
O EXISTING DOOR TO REMAIN — J ROOM NAME
Floor Finish A4BB9 Revisions:
L— - I I
2.1 NEW DOORwill _ X. EXISTING TO REMAIN
Base
4. 4" RUBBER BASE
Wall Finish
— — — B. GYPSUM BOARD AND PAINT
L_ — J — — LF___ _ _ J Ceiling Finish
g
X. EXISTING TO REMAIN
�- --�- - -1- - -� Ceiling height
MILDREN DESIGN GROUP, P.C., 2013, ALL
X. EXISTING TO REMAIN
0rs,,.T.rC RIGHTS RESERVED
�ype
Ompancy THESE DRAWINGS ARE THE PROPERTY OF
Occupancy Load MILDREN DESIGN GROUP, P.C., AND ARE
NOT TO BE USED OR REPRODUCED IN ANY
Constriction Tylo MANNER, EXCEPT WITH THE PRIOR WRITTEN
Rated Corridor PERMISSION OF MILDREN DESIGN GROUP, P.C.
EnergyCode
Accessibility Date: 22 October 2013
Area of Work Approved plans Drawn by: Checked by:
shall be on job site. BK WEM
Overall Second Floor Plan OFFICE COPY Job Number: 113132
Sheet
No Scale
Permit Submittal - October 2013 Al
Keynotes
1. WALL TO BOTTOM OF EXISTING SUSPENDED CEILING TYPICAL
2. DOOR WITH TEMPERED RELITE, MATCH EXISTING
3. EXISTING SUSPENDED CEILING AND LIGHTS TO REMAIN MILDREN DESIGN GROUP, P.C.
4. PROVIDE WINDOW BLIND AT RELITE TO MATCH EXISTING
ARCHITECTURE - SPACE PLANNING
2 7650 S.W. Beveland, Suite 120
I I CLR. I Tigard, Oregon 8692
503) 244-0552
\ - -• \ \ �LL� LL - --
2.1
4
I I
1 I I
' I Door Schedule
EXISTING OFFICE EXISTING OFFICE EXISTING OFFI E H I NOMINAL SIZE FRAME DOOR HARDWARE REMARKS
�j I I I MARK WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE GROUP
OFFICE I I 2.1 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1
2.1 - - - -
X4BXX BIW I 2.2 3'-0" 8'-0" 1-3/4" MTL FF SC ST B 1
XXX/100:2
B:2 EXITS
' I Al ► ' Hardware Groups
❑ TYP. I /
j GROUP 1 4`(
2 PAIR BUTTS
LLLL1 LOCKSET
05
DOWN I -H STORAGE 1 STOP AANJIE OU Z
2.2 i i TIGARD, OREGON
X4BXX EXISTING WORK RM.
EXISTING ST IRLLL I `r XXX 100:2
I I MATCH EXISTING DOOR HARDWARE CIV
1'-6"t B:2 EXITS I I
` MIN. CLR. I I OF
Door Types
Client:
2.2 � Yp
- - _ Perlo
(D I \ ► \ Construction
EXISTING HALLWAY \ \
Partial Second Floor Plan 16101 SW 72nd Ave.-Ste. 200
\ \ Portland, Oregon 97224
0 2 4 8
Tempered Project:
A Relite B
Interior
3
Remodel for
OHCA
11740 SW 68th__ -- - - --
---- --- -- - -- -- -- - - ---- -- - 5 N L Pkwy-Ste. 250
-_-_-_ _-_ _--___- __ - _---- _ _-_- _ ___ __._ __ ___ 1 20 GA. 3/s NOMINAL META
- --- - - - - -- WHERE TOP OF WALL TO STRUCTURE
STUD BRACING TO STRUCTURE Portland, Oregon 97223
ABOVE IS LESS THAN 5'-9" PROVIDE WITH (2) #8 SHEET METAL
(1) BRACE AT 8'-0" 0/C TO ONE SCREWS AT EACH END;
PROVIDE
SIDE ONLY, STAGGER SIDES. WHERE
DOUBLE STUD BRACE WHEN Sheet Title:
DISTANCE IS GREATER THAN 5'-9", DISTANCE TO STRUCTURE ABOVE
— — — — PROVIDE BRACES EACH DIRECTION AT \' IS GREATER THAN 5'-9". BRACING Floor Plan,
�,
45° 8 -0 0/C \, \ TO BE PROVIDED WHERE DISTANCE
I � Reflected
j \ BETWEEN PERPENDICULAR
\ INTERSECTING WALLS OR
\ HORIZONTAL BRACING BETWEEN Ceiling Plan
- \ - - WALLS EXCEEDS 8'-0" (DO NOT
EXTEND BRACING INTO EXPOSED and Details
STRUCTURE AREAS)
l I I L 1Y2" x 1%2„ x 16 GA x
3" WITH (4) #8 SCREWS SUSPENDED CEILING
EACH SIDE
CASING BEAD USG 200—A
ATTACH STUD TRACK Revisions:
DOWNs
TO BRACING THROUGH 5
OVERSIZED HOLE IN /8» GYPSUM BOARD EACH SIDE
WITH TYPE 'S'
It
GRID SECURE TO STUDS SCREWS AT 5" - 7" 0/C
3%2" ACOUSTICAL 24" 0/C STUD CHART:
JYE
1
` BATT TYPICAL • 362 S 125-18 TO 9'-11"
6• 400 S 162-33 TO 19'-10"
�1 4" RUBBER BASE • 600 S 162-33 TO 27'-7"
/
SEE A E FOR ALTERNATE
TYPICAL
SIZES
��_
-- -
I I I 0.145" 0 x �" MIN. EMBED AT
12" 0/C, WALL TO 22'-0"
b.145" 0 x J" MIN. EMBED AT
6" 0/C, WALL TALLER THAN MILDREN DESIGN GROUP, P.C., 2013, ALL
RIGHTS RESERVED Q
22'-0"
1 THESE DRAWINGS ARE THE PROPERTY OF
MILDREN DESIGN GROUP, P.C., AND ARE
Wall to Sus ended Ce ling
NOT TO BE USED OR REPRODUCED IN ANY
» > » MANNER, EXCEPT WITH THE PRIOR WRITTEN
Plan Al 3 = -0-0 PERMISSION OF MILDREN DESIGN GROUP, P.C.
Partial Second Floor Reflected Ceiling 1 a 1 d-r8
�J Date: 22 October 2013
0 2 4 8 Drawn by: Checked by:
BK WEM
Job Number: 113132
Sheet
Permit Submittal - October 2013 A2