Plans (3) BIJP2013 00314
RECEWED
..................
ED)
DEC 312013
CITY OFTIGARD MILDREN DESIGN GROUP, P.C.
ARCHITECTURE - SPACE PLANNING
BUILDING DiYISiOy ouu der D nc 7650 S.W. Beveland, Suite 120
Wh sike-l-', r/ 0 Tigard, Oregon 97223-8692
(503) 244-0552
Te an mproveme-
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Code Analysis Plumbing Requirements General Notes
BASED ON THE 2010 OREGON STRUCTURAL AND SPECIALTY CODE OF v'
PER TABLE 29–A A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS.
OCCUPANCY AND CONSTRUCTION B OCCUPANCY 1:200, 3274 SF = 16 OCC = 8 MALE, 8 FEMALE NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START
S OCCUPANCY 1:5000, 3146 SF = 1 OCC = 1 MALE, 1 FEMALE OF WORK.
ASSUMED OCCUPANCY: BIS
B. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. Client:
NON–SEPARATED USE BETWEEN: N/A REQUIRED PROVIDED (ON FLOOR)
C. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF
CONSTRUCTION TYPE: V–B LAVATORIES ? MALE, ? FEMALE ? MALE, ? FEMALE
NOT LESS THAN 2–A:IOB FOR EACH 3,000 SQ.FT. OF FLOOR McCormack
WATER CLOSETS 1 MALE, 1 FEMALE 1 MALE, 1 FEMALE AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO
FIRE–RESISTANCE RATING REQUIREMENTS URINALS 0 1 EXCEED 75 . FIRE EXTINGUISHERS NEED TO BE NEAR EACH Properties
STRUCTURAL FRAME: 0 HRS. SINKS 0 2 REQUIRED EXIT AND EVERY SEVENTY FIVE FEET ALONG THE
PATH OF EGRESS.
EXTERIOR BEARING WALLS: 2 HRS. D. ALL FINISHES (IE BASE, ETC.) TO MATCH EXISTING UNLESS
EXTERIOR NON–BEARING WALLS: 0 HRS.
INTERIOR NON–BEARING WALLS: 0 NRS. Deferred Submittals NROTHERWISE.
E. PROVIDE 20 CFM OF OUTSIDE AIR PER OCCUPANT AT
FLOOR CONSTRUCTION: 0 HRS. OFFICE AREA.
DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN
PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE F. LEVEL 4 FINISHED WALLS (NEW) TO RECEIVE (1) COAT PRIMER, 7190 SW Sandburg St.
EMERGENCY LIGHTING: BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS (2) COATS ACRYLIC LATEX. Tigard, Oregon 97223
IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE G. SUSPENDED CEILING MUST CONFORM TO OSSC RULING
SHALL AUTOMATICALLY ILLUMINATE THE PORTION OF THE EXTERIOR EXIT DISCHARGE BUILDING. THE DEFERRED SUBMITTAL DOCUMENTS SHALL NOT BE INSTALLED UNTIL THE
IMMEDIATELY ADJACENT TO EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED SUBMITTAL DOCUMENTS HAVE BEEN.APPROVED BY THE BUILDING OFFICIAL. FOR 2004 OSSC SECTION 1621.1 AND 2007 OSSC (EFFECTIVE
TO HAVE TWO OR MORE EXITS WITH THE EXIT ILLUMINATION SUPPLEMENTED WITH APRIL 1, 2007) SECTION 1613.1, DATED JULY 1, 2010. project:
AN EMERGENCYPOWER SUPPLY CAPABLE OF PROVIDING POWER FOR A DURATION OF NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT COMPLIANCE PRIOR TO H. VERIFY POWER AND DATA REQUIREMENTS WITH OWNER.
NOT LESS THAN 90 MINUTES PER OSSC SECTION 1006.3. FABRICATION OF THE FOLLOWING J. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS. TI
EXITING CALCULATIONS K. DO NOT PLACE OPPOSING ELECTRICAL OR DATA MUDRINGS WITHIN
OCCUPANT LOAD: PER OSSC TABLE 1004.1.1 1. INTERIOR PLUMBING SYSTEM2. ELECTRICAL SYSTEM SAME CAVITY. �Q�-
3. MECHANICAL SYSTEM L. WOOD STUDS AT CONTRACTOR'S OPTION.
OFFICE: 2,926 SF 100 SF/PERSON 30 PERSONS
WAREHOUSE: 3,146 SF 500 SF/PERSON 6 PERSONS Whitaker/Ellis
EXEMPT AREAS: 348 SF 0 SF/PERSON
REQUIRED EGRESS WIDTH PER SECTION 1005.1 Area of Work
Builders, Inc.
.3"/OCCUPANT STAIRWAYS
180 SW Sandburg St.Suite 400
.2"/OCCUPANT OTHER EGRESS COMPONENTS Tigard, Oregon 97223SW Sandburg St.
EXIT WIDTH:
INCHES PER OCCUPANT: 36 x .2" = 9"
-- - Q -
WIDTH OF EGRESS PROVIDED: 72" Sheet Title:
Q � -- --
LOSS OF EXIT. 90" > 9"/2=4.5" (AVAILABLE CAPACITY >507. REQ. CAPACITY)
Cover Sheet
MINIMUM NUMBER OF EXITS PER OSSC TABLE 1021.1
NUMBER OF OCCUPANTS: 36
REQUIRED: 1 ;
PROVIDED: 2
EXIT TRAVEL DISTANCE: (FOR AREA OF WORK)
B OCCUPANCY. COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 75'-0" PER SECTION 1014.3 ,
EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 200'-0" PER OSSC TABLE 1016.1 `
Existin
S1 OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 75'-0" PER OSSC SECTION 1014.3
EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 200'-0" PER OSSC TABLE 1016.1 > Buildin
INTERIOR FINISH: Q '
EXIT ENCLOSURES AND PASSAGEWAYS: NONE IN PROPOSED AREA OF WORK -a Revisions.
CORRIDORS: NONE IN PROPOSED AREA OF WORK C
0-450 ROOMS AND ENCLOSED SPACES: CLASS C PER TABLE 803.9; FLAME SPREAD INDEX 76-200; SMOKE DEVELOPED INDEX 04
i�
EGRESS ILLUMINATION: PER SECTION 1006; MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL U� Existin
TIMES THE BUILDING IS OCCUPIED. PROVIDE MINIMUM 1 FC ILLUMINATION AT THE FLOOR LEVEL. Buildin
CITXOF TIGARD
EMERGENCY LIGHTING: IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY Approved....–-•--- - ...........•••.••-•-•[ L.
–AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS OR SPACES REQUIRED TO HAVE TWO Conditionally Approved..............
[ ]
OR MORE EXITS m See Letter to:Follow.............•....[ ]
–CORRIDORS, EXIT ENCLOSURES, AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE Attached......-.".*... ]
TWO OR MORE EXITS Permit Number:
–EXTERIOR EGRESS COMPONENTS ART OTHER THAN LEVELS OF EXIT DISCHARGE IN BUILDINGS Address:
REQUIRED HAVE TWO
–INTERIOR EXIT OEXITS By;
DISCHARGE ELEMENTS PER SECTION 1027.1 IN BUILDINGS REQUIRED TO HAVE te:
TWO OR MORE EXITS MILDREN DESIGN GROUP, P.C., 2013, ALL
–EXTERIOR LANDINGS REQUIRED PER SECTION 1008.1.6 IN BUILDINGS REQUIRED TO HAVE TWO )proved plans RIGHTS RESERVED (C)
shall be O THESE DRAWINGS ARE THE PROPERTY OF
— _
THE EXIT ILLUMINATION SHALL BE SUPPLEMENTED WITH AN EMERGENCY POWER SUPPLY MILDREN DESIGN GROUP, P.C., AND ARE
on OR MORE EXITS 1 site.
NOT TO BE USED OR REPRODUCED IN ANY
f' CAPABLE OF PROVIDING POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES PER ���� � �P Y, MANNER, EXCEPT WITH THE PRIOR WRITTEN
SECTION 1006.3. PERMISSION OF MILDREN DESIGN GROUP, P.C.
Date: 30 December 2013
Drawn by: Checked by:
BK WEM
Job Number: 112029.01
Site Plan Sheet
No Scale
Permit Submittal - December 2013 AO
6 7 8 9 5 6 7 8 9
T5
I I I I I I I I MILDREN DESIGN GROUP, P.C.
ARCHITECTURE - SPACE PLANNING
7650 S.W. Beveland, Suite 120
Tigard, Oregon 97223-8692
(503) 244-0552
I I I I I I I I I
O O O O T
E E E E
I ' I
I ❑ I I I ( I ❑ I I I
WAREHOUSE
E
XXXXX
3035.35 S.F.
I I /500 = 6.1 I I I I I
S:EXITS 1
MEN
E
XXXXX
I 81.6 S.F. I I 1 I I I I 305
W L E R.
/100 = 0.8 A2 6
17 1
B:EXITS 1
COFFEE - O - -- - -- --- -- -- --- - - - - - - ---- -------- ----- --- -
Q ❑
OF
XXXXX
175.68 S.F. 8
I
/100 = 1.
Client:
B:EXITS
WOMEN OPEN OFFICE
FE E OPEN OFFICE McCormack
;.1 I XXXXX I E I 115 I I ,y ,'.: :.:.' 4 9
OPEN OFFICE XXXXX A4AA9 -
E 91.04 S.F.
600.69 S.F. Properties
/100 = 0.9 845.14 S.F. 100 = 6 3
XXXXX 17 100 = 8.5 1 /
499.18 S.F. B:EXITS 1 g:EXITS 1 B:EXITS 1
/100 = 5
i
B:EXITS 1
L- COMMON PATH OF TRAVEL DISTANCE=67'-4" ------------ --- ----J
T----- ----------------------------a-- I I I
I ` - 0
Oi �
5 7190 SW Sandburg St.
. n EXISTING OFFICE
:B:EXI
Tigard, Oregon 97223
Eti
X 0 116 3S.F. EXISTING OFFICE
E
54 S.F. I /100 = 1.2XXXXXB:EXITS 1 27 Project:
= 1.5 154.54 S.F.TS 1 /100 = 1.5 I
B:EXITS 1 1 T
- - - - - - - - - - - - - for
Whitaker/Ellis
RECEP WAITING
XXXXX Builders, Inc.
121.12 S.F.
/100 = 1.2 7180 SW Sandburg St.-Suite 400
B:EXITS 1
Tigard, Oregon 97223
Floor Plan Reflected Ceiling Plan Sheet Title:
Floor Plan
0 2 4 8 16 0 2 4 8 16
and
Wall Legend Reflected
Room Symbol Legend Electrical Legend Keynotes
EXISTING WALL TO REMAIN Ceiling Plan
--iEXISTING WALL TO BE REMOVED ROOM NAME 1. REMOVE WALL, DOOR AND FRAME
OFFICE�ROOM NUMBER 2x4 LAY—IN FIXTURE WITH PRISMATIC LENS 2. REMOVE OVERHEAD DOOR AND INSTALL NEW INSULATED
FrtX �3�Y s 3%" METAL STUDS WITH GYPSUM ROOM AREA/LOAD 101
STOREFRONT; U FACTOR=.35, SHGC=.40 — MATCH EXISTING
FACTOR
BOARD TO BOTTOM OF STRUCTURE �B4BB9--�ROOM FINISH COLOR AND STYLE
XXX/100:2 �NUMBER OF 3. 35/8" METAL FURRING AT 24" O.C. WITH R-13 BATT
EXISTING CONCRETE WALL WITH 3%" METAL STUD B:2 E ITS OCCUPANTS INSULATION AND 5/8" GYPSUM BOARD TO 6" ABOVE
FURRING SUSPENDED CEILING Revisions:
OCCUPANCY GROUP PER --J NUMBER OF 4. PROVIDE NEW 2'x4' SUSPENDED CEILING, MATCH EXISTING
IBC TABLE 1004.1.2 NUMBER EXITS PROVIDED STYLE AND HEIGHT — SEE DETAIL 2/A2
/ NEW 2x4 LAY—IN FIXTURE ON NIGHT CIRCUITRY 5. R-13 BATT INSULATION ON STICK PINS FROM 6" ABOVE SAT
TO BOTTOM OF ROOF STRUCTURE
6. EXISTING SUSPENDED CEILING AND LIGHTS
Finish Schedule 7. REMOVE EXISTING LIGHTED EXIT SIGN
8. FULL HEIGHT WALL
ROOM NAME EXISTING LIGHTED EXIT SIGN 9 B - INSULATION I
EQUAL R38 TOTALATN W OPEN OFFICN HOLDER E LY AT ROOF TO
AREA
Floor Finish A4BB9
A. CARPET
X. EXISTING TO REMAIN
Base
4" RUBBER BASE
MILDREN DESIGN GROUP, P.C., 2013, ALL
EXISTING TO REMAIN RIGHTS RESERVED Q
THESE DRAWINGS ARE THE PROPERTY OF
MILDREN DESIGN GROUP, P.C., AND ARE
Wall Finish NOT TO BE USED OR REPRODUCED IN ANY
MANNER, EXCEPT WITH THE PRIOR WRITTEN
A. GYPSUM BOARD AND PAINT PERMISSION OF MILDREN DESIGN GROUP, P.C.
X. EXISTING TO REMAIN Date: 30 December 2013
Ceiling Finish
Drawn by: Checked by:A. SUSPENDED ACOUSTICAL - TEE BAR BK WEM
X. EXISTING TO REMAIN Job Number: 112029.01
Ceiling height
Sheet
9. 9'-0"
X. EXISTING TO REMAIN Permit Submittal /� 1
December 2013 A 1
.......... ------- .............. ............
EXISTING ROOF INSULATION 8"
FLOOR OR ROOF STRUCTURE " CLR TYPICAL HANGER WIRE #12
R-13 BATT INSULATION AT 4' O/C OR #10 AT 5'
A A A 2 x 4 BLOCKING TIE ENDS OF MEMBERS TOO/C I WITH MIN. (3) TIGHT
NS WITHIN 3
PREVENT SPREADING TUR "
2" DEEP, 18 GA TOP TRACK. A- ADDITIONAL HANGERS AT ALL MILDREN DESIGN GROUP, P.C.
ARCHrrEC-rURE , SPACE PLANNING
DO NOT SCREW GYPSUM 5 6 7 MEMBERS WITHIN 8" OF
BOARD TO TRACK A2 A2 A2_) PERIMETER SUSPENDED CEILING - SEE 7650 S.W. Beveland, Suite 120
GYPSUM BOARD
VERTICAL BRACING AT 12'-0" REFLECTED CEILING PLAN Tigard, Oregon 97223-8692
INSIDE MAY BE
AT EACH SIDE Z O/C EACH WAY - SEE TABLE OFFSETWIRE 2" OUTSIDE (503) 244-0552
BELOW
-PROVIDE TAPE AND PROVIDE COUNTER SLOPE RUNNER FREE TO SLIDE ON VERTICAL BRACE MEMBER
A PAINT AT WAREHOUSE SIDE HANGERS IF HANGER IS MORE 2 MIN. CEILING SYSTEM'S ATTACHMENT CLIP
THAN 1:6 OUT OF PLUMS
A2)1 17
ONLY
SECURE ALL HANGERS TO
BUILDING STRUCTURE. TRAPEZE CEILING SYSTEM ANGLE MOLDING
ADD BATT INSULATION IN HOLD STUD PER TABL 11
DUCT WORK AND OTHER LARGE FREE EDGE
ASSEMBLY TO EQUAL R-38 TOT 41 OBSTRUCTIONS PER SMACNA
V
SUSPENDED CEILING SYSTEM
8"
STUD CHART: 8" MAX. \\\\---- MAINTAIN CLEARANCE BETWEEN
ANGELES XHD - - — -1 TYPICAL HANGER WIRE #12
13Y2- 20 GA. TO 19'-6" GRID AND ALL EQUIPMENT
AT 4' O/C OR #10 AT 5'
4" 20 GA. TO 21'-0" 4 11
HEAVY-DUTY MAIN RUNNERS O/C WITH MIN. (3) TIGHT
6" 20 GA. TO 29'-0" A2 AT 4' O/C SUPPORT WITH TURNS WITHIN 3"
SEE AIE FOR ALTERNATE 3 #12 WIRE AT 4'' O/C OR WITH
(OR) ANGELES SS
3%" 25 GA. TO 15'-6- A2 #10 WIRE AT 5ON CENTER
EACH WAY
VAPOR BARRIER LATERAL BRACING AT 12' O/C
— SUSPENDED CEILING - SEE NOTCH END OF STUD----- ,,.:0
SUSPENDED CEILING TO
EACH WAY. MAIN RUNNER TO REFLECTED CEILING PLAN MEMBER LMAX SHAPE CONFORM TO OSSC RULING STRUCTURE BEGIN BRACING
WITHIN 6' OF PERIMETER AND
RUBBER BASE WHERE J"O EM T 5'-10" 0 FOR 2007 OSSC SEE2" MIN.
2" FROM CROSS MEMBER
EMIN.
APPLICABLE 3"0 EMT 7*-8" 0 GENERAL NOTES FOR _ F
4 git-9. SUSPENDED CEILING —INDUSTRY STANDARD POP RIVET HEAVY-DUTY MAIN RUNNER
1"o EMT 0 NOTE: MAIN AND CROSS OR CEILING SYSTEM 305
BOTTOM TRACK TO SLAB 350 S125-33 7#-8" E MEMBERS CAN ONLY BE
ATTACHMENT CLIP IN FIXED W E . R.
WITH POWDER DRIVEN 350 S162-33 (2) 10'-0 E CONNECTED TO WALL POSITION
ANCHORS AT 4'-0" O/C 350 S162-33 (2) 13'-4 2: ANGLES AT TWO (2)
1350 S162-33 121'-0" 13 1 ADJACENT WALLS ATTACHED EDGE
An
(T� Full Height Wall at Office/Warehouse ( 2"� Suspended Ceiling Section ( 3"� Ceiling Section at Ede (�'4Sin le Metal Stud Brace at Main Runner Vr
�2 3's=1'-OA2 N.T.S. ALL CONNECTION DEVICES TO BE OF AN APPROVED A2 )3"=11-0" A2 3"=1 -O'f
1e2d Suspended Ceiling Section without seismic pint TYPE AND HAVE A 100# RATED CAPABILITY. Ceiling Section at Edge Single Metal Stud Brace @ Main Runner
Client:
McCormack
2X6 MIN. 2X6 MIN. Properties
FULL—DEPTH BLOCKING
EACH SIDE
_2X6 MIN. 7190 SW Sandberg St.
Tigard, Oregon 97223
9q6"0X1Y2' LAC SCREW Y4'OXIIY2 LAG SCREW Project:
NOTCH STUD, FLATTEN,
AND FASTEN WITH (2)
#8 WOOD SCREWS TI
MIN. (3) TIGHT TURNS MIN. (3) TIGHT TURNS for
12 GAUGE SEISMIC WIRES,
TYPICAL Whitaker/Ellis
12 GAUGE SEISMIC WIRES
@ 4'-0" O/C Builders, Inc.
OR
10 GAUGE SEISMIC WIRES 7180 SW Sandburg St.Suite 400
WIRE INSIDE, WHERE @ 5'-0r O/C
OCCURS Tigard, Oregon 97223
Sheet Title:
Details
�
Sin le Metal Stud Brace at Wood Structure ( 6Seismic Splay Wires at Wood Structure K7 � Hanger Wire at Wood Structure
��2 3"--1°-0" 3"=1*-O" ��A2 3"=I'-O"
Single Metal Stud Brace at Wood Structure Seismic Splay Wire at Wood Structure Hanger Wire at Wood Structure
Revisions.
MILDREN DESIGN GROUP. P.C.. 2013, ALL
RIGHTS RESERVED Q
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
PERMISSION OF MILDREN DESIGN GROUP, P.C.
Date: 30 December 2013
Drawn by: Checked by:
WEM
Job Number- 112029.01
Sheet
Permit Submittal - December 2013 A2