Plans (8)BUP2014-00234
NOTE:
1 PERMIT
5 SETS OF PLANS
SET 2
DUNCAN-DOWDLE BUILDING
TIGARD, OR
TENANT IMPROVEMENT
PROJECT TEAM PROJECT DATA/ CODE SUMMARY DRAWING INDEX SCOPE DESCRIPTION
DESIGNER
NW Precision Design
22605 SW Pinehurst Ct.
Sherwood, OR 97140
(503) 680-6444
Contact: Darin Bouska
CONSTRUCTION TYPE :
STORIES :
BLDG. AREA:
(FIRST FLOOR) OFFICE:
(FIRST FLOOR) WAREHOUSE:
(SECOND FLOOR) OFFICE:
OCCUPANCY TYPE
TYPE VB (NON SPRINKLED)
2
= 14,267 S.F.
= 2,340
S.F.
(USABLE)
= 5,620
BUILDING CODE SUMMARY
(USABLE)
= 5,288
S.F.
(USABLE)
A4.1
FLOOR PLAN — FIRST FLOOR
2014
EDITION
STATE
OF
OREGON
STRUCTURAL SPECIAL CODE
(OSSC)
REFLECTED CEILING PLAN
FIRST FLOOR
2014
EDITION
STATE
OF
OREGON
MECHANICAL SPECIAL CODE
(GMSC)
OWNER/
�� Tental
A8.2
LIFE SAFETY
2011
EDITION
STATE
OF
OREGON
PLUMBING SPECIAL CODE (DSPC)
TENANT
15995 SW 74th Ave.
Tigard OR 97224
2011
EDITION
STATE
OF
OREGON
ELECTRICAL SPECIAL CODE
(OSEC)
U�
2014
EDITION
STATE
OF
OREGON
FIRE SPECIAL CODE (DSPC)
DESIGNER
NW Precision Design
22605 SW Pinehurst Ct.
Sherwood, OR 97140
(503) 680-6444
Contact: Darin Bouska
CONSTRUCTION TYPE :
STORIES :
BLDG. AREA:
(FIRST FLOOR) OFFICE:
(FIRST FLOOR) WAREHOUSE:
(SECOND FLOOR) OFFICE:
OCCUPANCY TYPE
TYPE VB (NON SPRINKLED)
2
= 14,267 S.F.
= 2,340
S.F.
(USABLE)
= 5,620
S.F.
(USABLE)
= 5,288
S.F.
(USABLE)
B (OFFICE/LAB)
GENERAL Top Drawer Development
CONTRACTOR 25252 SW McConnell Road OCCUPANT LOAD: OFFICE 2,340 S.F./100 = 23
Sherwood, OR 97140 (FIRST FLOOR) WAREHOUSE 5,620 S.F./500 = 11
(971) 404-8799 (SECOND FLOOR) OFFICE 5.288 S.F./100 = 52
Contact: Mark King TOTAL 6,288 S.F./100 = 86
CCB#: 133962
CITY JURISDICTION
City of Tigard
13125 SW Hall Blvd
Tigard OR 97223
EXITING:
FIXTURE REQUIREMENT:
OCCUPANT LOAD IS OVER (50) THUS REQUIRING (2) EXITS
EMERGENCY EGRESS LIGHTING IS REQUIRED.
OFFICE
WAREHOUSE
7,628 S.F./100 = 76
5,620 S.F./500 = 11
TABLE 2902.1 REQUIRES (2) FIXTURE PER SEX, (5) UNISEX TOILET
ROOMS ARE PROVIDED.
NORTH
VICINITY MAP
-�0 P2or'-Q�2
Gity of Tigard
Ap roe Plans
By� Date
IREVISION
OFFICE Cory
THESE TENANT IMPROVEMENT
CONSTRUCTION DOCUMENTS INCLUDES
THE REMODEL OF AN EXISTING BUILDING
DAMAGED BY FIRE.
"CHANGE OF USE",
OCCUPANCY
THERE IS NO
1 C O 111*.%In8►1
TENANT IMPROVEMENT DOES REQUIRE
STRUCTURAL MODIFICATIONS.
DEFERRED SUBMITTALS:
- HVAC
- PLUMBING
- ELECTRICAL
SITE MAP
NORTH
D
COVER SHEET
0.3
DEMO PLAN
A4.1
FLOOR PLAN — FIRST FLOOR
s d„
A4.2
FLOOR PLAN — SECOND FLOOR
A8.1
REFLECTED CEILING PLAN
FIRST FLOOR
LIFE SAFETY
A8.2
REFLECTED CEILING PLAN
eof�VerKp
OR
A8.2
LIFE SAFETY
-�0 P2or'-Q�2
Gity of Tigard
Ap roe Plans
By� Date
IREVISION
OFFICE Cory
THESE TENANT IMPROVEMENT
CONSTRUCTION DOCUMENTS INCLUDES
THE REMODEL OF AN EXISTING BUILDING
DAMAGED BY FIRE.
"CHANGE OF USE",
OCCUPANCY
THERE IS NO
1 C O 111*.%In8►1
TENANT IMPROVEMENT DOES REQUIRE
STRUCTURAL MODIFICATIONS.
DEFERRED SUBMITTALS:
- HVAC
- PLUMBING
- ELECTRICAL
SITE MAP
NORTH
-
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BOILDING
,),VISION
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Revisions:
I 11/13/2014
Project Number:
File Number:
OOvER
Date: 9/1'1/2014
DRAWING SET NO.
5 � Tt
2 BUILDING
11 16ro '- 1/4' 11 19'-5' 18'-11' 1. 1'1'-0 1/4' 1.
1'-31/4'1, , 15'-3" 1, 23'-3' 1 1. 15'-1" 1- 15'-9" . 1.1'-31/4"
1. PROPOSED FLOOR
SCALE: 1/0"=P—O"
— FIRST FLOOR
ACCESSIBLE TOILET ROOM — ELEV
SCALE 3/3" = 1'-0"
NOTE: DOOR HARDWARE TO 5E GRADE I, DORMA CL500-LCs OR APPROVED SUBSTITUTE
ALL DOOR HARDWARE TO 5E LEVER AND A.D.A. APPROVED, 626 FINISH
ICATOR: DORMA J201 x Schlage 5511 (BAXTER d FLAMING)
ALL FIRE RATED DOOR TO HAVE LATCH, CLOSER 8 SMOKE GASKETING
g2
1*1
2' DEFLECTION
TRACK (CONT.)
WOOD JOIST
OR SIMILAR
BATT INSULATION
FULL HEIGHT
'X' SHEETROCK
(SMOOTH FINISH)
' MTL. STUDS
GAUGE o 24' o/c.
BOTTOM TRACK ATT. TO
FLOOR a 24'01 MIN.
POWDER DRIVEN ANCHORS
L STUD WALL DE
TOP TRACK (2' LECs)
(CONT.)
CJ
CONCRETE
- N.T.S
rW
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-- 9 fo)Z
II
I
OR SIMILAR
(�
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BATT INSULATION
FULL HEIGHT
5/8' TYPE 'X'
GYP. BD. EACH SIDE, FULL HEIGHT.
FINISHED SMOOTH BOTH
V,
SIDES.
3%' x 25 GA. MTL. STUDS
24' o/c
BOTTOM TRACK ATT. TO
O
FLOOR A 24' O/C MIN.
r ,
NOTE: DOOR HARDWARE TO 5E GRADE I, DORMA CL500-LCs OR APPROVED SUBSTITUTE
ALL DOOR HARDWARE TO 5E LEVER AND A.D.A. APPROVED, 626 FINISH
ICATOR: DORMA J201 x Schlage 5511 (BAXTER d FLAMING)
ALL FIRE RATED DOOR TO HAVE LATCH, CLOSER 8 SMOKE GASKETING
g2
1*1
2' DEFLECTION
TRACK (CONT.)
WOOD JOIST
OR SIMILAR
BATT INSULATION
FULL HEIGHT
'X' SHEETROCK
(SMOOTH FINISH)
' MTL. STUDS
GAUGE o 24' o/c.
BOTTOM TRACK ATT. TO
FLOOR a 24'01 MIN.
POWDER DRIVEN ANCHORS
L STUD WALL DE
TOP TRACK (2' LECs)
(CONT.)
CJ
CONCRETE
- N.T.S
rW
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\—PAN DECK STRUCTURE/OI
OR SIMILAR
(�
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BATT INSULATION
FULL HEIGHT
5/8' TYPE 'X'
GYP. BD. EACH SIDE, FULL HEIGHT.
FINISHED SMOOTH BOTH
V,
SIDES.
3%' x 25 GA. MTL. STUDS
24' o/c
BOTTOM TRACK ATT. TO
O
FLOOR A 24' O/C MIN.
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POWDER DRIVEN ANCHORS
DETAIL (ONE
ING CONCRETE
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO. WP 3514 GENERIC 1 HOUR 3510 39 STC
GYPSUM WALLBOARD, WOOD STUDS FIRE SOUND
One layer to ea pa X gypsum 2 x wallboard or gypsum veneer base applied parallel or at right
angles to type
aide d 2 x 4 wootl studs 16" m wlih r11W ba Type W tlrywell screws 12"
0.C.
Joints stag9erstl le on opposite sides. (LOAD-BEARING)
Thickness: 444'
Approx, Weight: T psi
Fire Teat' SWRI01-4511{i19(i I, Yix
Sound Test: See WP 3520
(GSR NG-246FT, 7-2E5)
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Revisions:
Al 11/13/2014
2 11/18/2014
Project Number:
File Number:
DD401A
Date: 9/17/2014
DRAWING SET N0.
A4.1
C BUILDING
I6'-ro 1/4' I5'-11' Ilk 17'-0 1/4'
Ilk
1'-31/4'1, , 15'-3' 1, 23'-3' 1 I. 15'-1' 1, 15'-9' , I,1'-31/4'
1. PROPOSED CEILING PLAN - FIRST F
&CAL E: 1/5"=P -O'
IREFLEGTED CEILING; LEGEND
FLUORESCENT LAY -IN TYPE FIXTURE.
(3) 32 WATT T-8 LAMPS WITH SINGLE ELEC.
BALLAST
FLUORESCENT LAY -IN TYPE FIXTURE.
(3) 32 WATT T-8 LAMPS WITH SINGLE ELEC.
BALLAST (RELOCATE AS REQUIRED)
W/90 MIN. BATTERY BACKUP
Q
CEILING EXHAUST FAN
DRILL 5/32' HOLE FOR
(SEE MECHANICAL DRAWINGS FOR SIZING)
R
UNIVERSAL MOUNT EXIT TYPE FIXTURE. GREEN
1/6' BOLT 4 LOCK NUT
LED LAMPS SINGLE OR DOUBLE FACE WITH
TO WASHER 4
DIRECTIONAL ARROWCS) WITH EMERGENCY
SCREW EYE
BATTERY BACK-UP.
EGRESS
LIGHTING:
THE MEANS OF EGRESS ILLUMINATION LEVEL
COMPRESSION STRUT
SAND
SHALL NOT BE LESS THAN I FOOT-CANDLE,
WIRE BRACING
AVERAGE, AT THE FLOOR LEVEL DURING HOURS
AT 12 FEET O.C. EACH
OF OPERATION W/90 MIN. BATTERY BACKUP
NOTES: 4 HANGERS WIRES 3 TIGHT
1. VERTICAL HANGER WIRES E TURNS, BRACING WIRES
TO BE NOT MORE THAN 1:6 4 TIGHT TURNS, BOTH
OUT OF PLUMB. C £NDS OF WIRE TYPICAL.
2' ALL WIRES SHALL BE MIN.
6' FROM ALL UNBRACED
PIPES AND DUCTS.
VERT. COMPRESSION STRUT
TO BE PROVIDED WITHIN
6' OF CEILING EDGES 4
ON 12'X 12' MAX. CENTERS
THROUGHOUT CEILING. SIZE
PER TABLE 'A' ATTACH
SECURELY TO MAIN RUNNER
4 BUILDING STRUCTURE ABOVE.
TABLE A
RIGID ELEC. CONDUIT
1/2" 0 5'-10"
3/4" 0 T-8"
1-5/8" MTL STD,
20 GA 12'-0"
DBL. 1-5/8" MTL. 15'-0"
STD. 20 GA
2-1/Z' MTL STD, -8"
20 GA 13'
DBL 2-1/2" MTL. 15'-0"
STD, 20 GA
12 SPLAY BRACE WIRES
AT 12' O.G. EACH WAY
• 12 VERTICAL SUSPENSION
WIRE AT 4'-0' O.G.
45' WAN 8' OF EDGE OF GLG.
MA ALONG EA. MAIN RUNNER
CROSS RUNNER MAIN RUNNER
(NOT TO
ATTACHED TO
TWO OPPOSING
LIGHTING FIXTURE (DOTTED) A.G.T.
SCREW OR CLIP FIXTURE TO T -BAR
2. TYPICAL FIXTURE SUPPORT DETAIL
(NOT TO SCALE)
1 1/4' DIA. SCREW
EMBEDMENT
MTL. WASHER O
I/2' EMT, TIGHT
EYE W/ 3' MIN.
Q
DRILL 5/32' HOLE FOR
POWDER DRIVEN
R
ANCHOR INTO
1/6' BOLT 4 LOCK NUT
CONCRETE OR
TO WASHER 4
METAL PAN DECK
SCREW EYE
CONCRETE FILLED
X— 12 GA. VERT.
HANGER WIRE
r �,
COMPRESSION STRUT
SAND
WIRE BRACING
STABILIZER BAR
AT 12 FEET O.C. EACH
t3/4'
WAY 4 WITHIN 6' OF
BETWEEN ALL
WALLS
S
ADDITIONAL
Q
DRILL 5/32' HOLE FOR
HANGERS ALL
v
1/6' BOLT 4 LOCK NUT
SUSPENDED CEILING INSTALLED
C RUNN
AFTER CEILING IS LEVELED
PER NWCB 401 AND OREGONn
12 GA. SPLAY WIRE
r �,
STATE INTERPRETATION No. 1912.1
BRACING AT EACH
STABILIZER BAR
t3/4'
COMPRESSION STRUT
BETWEEN ALL
a MAx MAIN gJNNER$
S
3 TURNS MIN. TYP.
MEMBERS s
SUPPORT W/ "I
$
SUSPENDED T -BAR
jar
OR W/ h0 WI
• 5' O/C
CEILING RUNNERS
!4'-0' o/c)
(4'-0' o/c)
STRUCTIONS,
F/{
EMT. NOTCH
OVER MAIN RUNNER
O
3.
TYPICAL CEILING
SUPPORT DETAIL
U
(NOT TO SCALE)
VERTICAL STRUT s
CONNECTION DEVICES
TOOF AN APPROVED
12' O/C EACH WAY
r
V Jl
TYPEE AND HAVE 200'
CAPABILITI'.
1
COUNTERSLOPE HANGERS
IF MORE THAN I:6 OUT OF
PLUMB _,...
ADDITIONAL
HANGERS ALL
MEMBERS W/IN
S' OF PERIMETER
C RUNN
t'
SECURE pLL 1
FI BETWEEN
HAIGE TO
AIN RUNNERS
BUILDING
STRUCTURE,
STABILIZER BAR
TRAPEZE
BETWEEN ALL
a MAx MAIN gJNNER$
•4' O/C
DUCT WORK
MEMBERS s
SUPPORT W/ "I
WIRE < O/C
AND OTHER
PERIMETER
OR W/ h0 WI
• 5' O/C
LARGE 05-
!4'-0' o/c)
(4'-0' o/c)
STRUCTIONS,
ALL GRID SYSTEM
TO BE HEAVEY DUTY
LATERAL BRACING 0 12' O/C EACH WAY. MAIN RUNNER TO
STRUCTURE. BEGIN BRACING WITH IN 6' OF PERIMETER
4. TYPICAL CEILING INSTALLATION DETAIL
(NOT TO SCALE)
TO
VERTICAL SUSPENSION WIRE
8' MAX. OR 1/4 LENGTH OF END
RUNNER USE LEAST OF THESE -
TWO DIMENSIONS
CONNECT TO STRUCT. ELEMENT
2' WALL ANGLE
OR
11' ANGLE W/5ERC2 CLIP
(ARMSTRONG GRID SYSTEM)
ACOUSTICAL
ADJACENT TO WALL
T WALL
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Revisions:
Project Number:
File Number:
DD401A
Date: 9/17/2014
DRAWING SET N0.
A8.1
C-14 3 2 DI
c1i BUILDING
POSTS I
1. PROPOSED FLOOR PLAN — SECOND FLOOR
5CALE: 111(o`=V
fREFLECTED CEILING LEGEND
FLUORESCENT 'CHAIN -HUNG' TYPE FIXTURE.
® (3) 32 WATT T-8 LAMPS WITH SINGLE ELEC.
BALLAST
FLUORESCENT 'CHAIN -HUNG' TYPE FIXTURE.
® (3) 32 WATT T-8 LAMPS WITH SINGLE ELEC.
BALLAST (RELOCATE AS REQUIRED)
W/90 MIN. BATTERY BACKUP
O
CEILING EXHAUST FAN
(SEE MECHANICAL DRAWINGS FOR SIZING)
e
UNIVERSAL MOUNT EXIT TYPE FIXTURE. GREEN
LED LAMPS SINGLE OR DOUBLE FACE WITH
DIRECTIONAL ARROW(S) WITH EMERGENCY
BATTERY BACK-UP.
EGRESS
LIGHTING:
THE MEANS OF EGRESS ILLUMINATION LEVEL
SHALL NOT BE LESS THAN I FOOT-CANDLE,
AVERAGE, AT THE FLOOR LEVEL DURING HOURS
OF OPERATION W/90 MIN. BATTERY BACKUP
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Revisions:
Project Number:
File Number:
DD401A
Date: 9/17/2014
DRAWING SET N0.
A8.2
�OPOSED LIl
SCALE: 3/32`=1'-0`
V UNIVERSAL MOUNT EXIT TYPE FIXTURE. GREEN
LED LAMPS SINGLE OR DOUBLE FACE WITH
DIRECTIONAL ARROW(5) WITH EMERGENCY
BATTERY BACK-UP.
EGRESS
LIGHTING: THE MEANS OF EGRESS ILLUMINATION LEVEL
SHALL NOT BE LESS THAN 1 FOOT-CANDLE,
AVERAGE, AT THE FLOOR LEVEL DURING HOURS
OF OPERATION W/90 MIN. BATTERY BACKUP
2. PROPOSED
SGALE: 3/32"=1'-0`
LIFE SAFETY — SECOND FLOOR
8 UNIVERSAL MOUNT EXIT TYPE FIXTURE. GREEN
LED LAMPS SINGLE OR DOUBLE FACE WITH
DIRECTIONAL ARROW(S) WITH EMERGENCY
BATTERY BACK-UP.
EGRESS
LIGHTING: THE MEANS OF EGRESS ILLUMINATION LEVEL
SHALL NOT BE LESS THAN I FOOT-CANDLE,
AVERAGE, AT THE FLOOR LEVEL DURING HOURS
OF OPERATION W/90 MIN. BATTERY BACKUP
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Revisions:
Project Number:
File Number:
DD401A
Date: 9/11/2014
DRAWING SET N0.
A8.3