Plans BUP2015 - 00053
RECEIVED 1yD
TENANT MODIFICATIONS FOR
5
SERVICE PARTNERS NW MAR 5 2015 TE DEROSIA
CARMAN DR. 16316 S.W. 72ND AVENUE CIN OF TIGARD
EXIT#291 TIGARD OR 97224
BUILDING DIVISION PORTLAND, OREGON,
Zy
PROJECT NARATIVE: Og�
�- TO PORTLAND
PROJECT INCLUDES THE REMOVAL OF ONE DRIVE IN RAMP TO A DOCK DOOR, OF
RTLAND THE WIDENING OF AN EXISTING DRIVE-IN RAMP TO ANOTHER DOCK DOOR AND THE
INSTALLATION OF (2) PIT TYPE DOCK LEVELERS. PROD # 15170
IN-rERsTaT C�
E S WORK INCLUDED BUT PERFORMED UNDER SEPARATE PERMIT U
L� NONE Q
(123)
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THE BUILDING
(124)
LAKE
OSWEGO v J �
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� � BUILDING INFORMATION Oco
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(118) 7 (110) (125) BUILDING OWNER: PACIFIC REALTY ASSOCIATES, L.P. W
(116) 14 15350 SW SEQUOIA PKWY #300
(126 PORTLAND, ORE 97224 a N
O 7 5 6 (503) 624-6300 (PHONE) Q N
{112 �17 (108} (113) (503) 624-7755 (FAX) QCD
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18 � (1 05) .,.-.
(128) 5(114) CONST. TYPE.: TYPE II-B J O C'7
LOSW 72nd AVENUE U STORIES: 1 � � � LO LO
r,
12- IZ LL
FRONTAGE [NCR W/SPRINKLERS INCR
BASE (75% ]NCR) (300% INCR)
ALLOWABLE AREA(BASE): B - 23,000 sf 40,250 161,000 sf
(Table 503) S1 - 17,500 sf 30,625 122,500 sf
ACTUAL BUILDING AREA: 5,705 sf OFFICE ( B)
1 SITE PLAN — VICINITY MAP 75,181
sf WAREHOUSE ( S-1 )
ul
Z75,181 sf TOTAL _ a
A 1 SCALE 7 " = 250' - 0" 00 Q
THIS IS A ONE STORY BUILDING WITH 'B'AND 'S-l' Q
OCCUPANCIES, FRONTAGE ON THREE SIDES OF 60', Q EL
FRONTAGE ON THE FOURTH SIDE IS 45' O
T
BUILDING HAS AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT v
M M
ACCESSORY OCCUPANCY: OFFICES COMPRISE LESS THAN 10% OF TOTAL BUILDING AREA Z 3
(508.2)
NON-SEPARATED OCCUPANCIES NO SEPARATION IS REQUIRED BETWEEN OCCUPANCIES, U
EXPANSION AREA EXISTING PREMISES
(508.3) z m Q
8,604 SF 22,371 SF
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a Q . TENANT INFORMATION Q
.........�::::: ....... .. 1 I I I TENANT: SERVICE PARTNERS NW
LuI I ! ! I I ! OCCUPANT LOAD (FOR EXITING . B = 2,914 sf/100 = 30
$. ...... - I ( i — S1 = 30,975 sf/500 = 62
- I (TABLE 1004.1.2) TOTAL OCC LOAD = 92 - 2 EXITS REQUIRED (1015.1)
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DRAWING INDEX T
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Al NOTES, MAPS, PROJECT INFORMATION Q N
N
A2 PARTIAL FLOOR PLAN a
A3 MISC DETAILS U) W
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2 OVERALL BUILDING PLAN z z � �
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REVISIONS
ADDRESSES
16330 16320 16316 16300
CITY OF TIGARD 2.
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REVIEWED FOR CODE COMPLIANCE 3
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Approved:
4.
I OTC: I
i Permit#: 0 w115__0 h) �� 5.
Address: 2C� 6.
suite:
S11 S�1 BY: Date:
OFFICE COPY
DRAWN BY:
�__ = o o A. L. D.
DATE: 2015
PERMIT/BID SET
SHEET NUMBER
3 OCCUPANCY GROUP PLAN Z
/�1 SCALE 1 = 70 - 0
2225
ARTEMU DEQ OSIA y
PORTLAND, OREGON
OF
1 2 3 4 5 6 7 8 9 10 PROJ # 15170
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II REMOVE EXISTING 0
OVERHEADDOOR, WALL,
CO = II MAN DOO , AND PROVIDE NEW PI TYPE Q
A NEW 18'WIDE DOCK EVELERS
II OVERHEA DOOR. z m
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REMOVE THE TOP OF 2 W
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ii EXISTING RETAINING THIS RETAINING WALL TO A3
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WALL THIS SIDE TO BELOW THE SLAB z
REMAIN NEW RETAINING
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WALL
REMOVE EXISTING RAMP ii ii REMOVE EXISTING
RESTORE ASPHALT PAVING ASPHALT PAVING
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ON TOP OF RAMP A3
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NEW CONC SLABFLOOR PLAN A3 z _
A2 SCALE 1/16" 1 0 Y N
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THE USE OR OCCUPANCY OF THESE SPACES REMAIN UNCHANGED. OW 0 U) ❑
ALL OF THIS WORK OCCURS AT EXISTING DOCK DOORS AND DOES U W O N <
NOT AFFECT ANY EXISTING PARKING OR LANDSCAPING. Q o
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REVISIONS
1 .
2.
3.
4.
5.
6.
DRAWN BY:
A. L.D.
DATE: 2-27-2015
PERMIT/BID SET
SHEET NUMBER
25 �j
THE DOCK LEVELER WILL BEA IN LIEU OF ANGLE IRON A TEM EROSIA y
CONTRACTOR MAY USE
POWERRAMP MECHANICAL DOCK
LEVELER LMP68-35-WS 17,500/35,000 lbs DOCK LEVELER"PIT KIT' J,�j,PORTLAND, OREGON
F
74" PROD # 15170
\
SAWCUT 87" —
EXISTING SLAB 3"x 3"x 4' STEEL ANGLE
i CONTINUOUS L 3 x 3 x 14 WITH ANCHOR BOLTS AT
\ #4 x 24" DOWELS @ L W/STUDS @ 12" O.C. @ 12"O.C. AT ALL EXPOSED
24' O.C. W/SIMPSON \ ALL EXPOSED EDGES DOCK BUMPER EDGES
3 SET EPDXY
A3 - - - - - -
6"CONC WALL W/ T oN 6" CONC WALL W/
#4 @ 12" O.C.E.W. #4 @ 12"O.C.E.W.
SLOPE 2" -
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SURFACE a O
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AND KEY SURFACE
- - ---- -------------
#4 @ 12" AND KEY
O.C. E.W. SAWCUT W
12 THICKENED SLAB EXISTING WALL 12" 12" Q
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1 PLAN - PIT DOCK LEVELER 2 PLAN - PIT DOCK LEVELER 3 PLAN - PIT DOCK LEVELER
A3 SCALE 1/2" = V - 0" A3 SCALE 1/2" = l' - 0" A3 SCALE 1/2" = T - 0"
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TIE NEW WALL TO EXISTING BUILDING WITH
#4 X 1'-6" @ HORIZ REINF- DRILL/EPDXY 3" rr SIMPSON 'SET EPDXY
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2" z
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H<3'-0" 2'-6" ALIGN THIS EDGE OF THE WALL
31-0"<H<4'-6" 3'-6" WITH THE DOOR OPENING
INSTALL HIGH HAND RAIL ^
ON TOP OF RETAINING WALL
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U 4" CONC. SLAB W/#4 @ 24' O.C. E.W. 0
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TiN - HEAVY BROOM FINISH to LLj O
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a • �} #4 CONTINUOUS TOP OF WALL U) N W
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1 1/2" PAINTED PIPE RAILING #4 @ 16"VERT CENTERED LL Z
2"CLRIN WALL WITH 6" HOOK Lu 0 O
CC
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U) 0 C�
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f'c = 3,000 a __
Q Fy = 60,000 COMPACTED 3/4- REVISIONS
CRUSHED ROCK FILL
cl) 1 .
4" CONC. SLAB w
HEAVY BROOM FINISHC3
#4 x io @ 16" O.C. 2
_ T
COMPACTED 3/4- 3.
w ' ' 1 0
CRUSHED ROCK FILL I 2' C T 4.
- 5.
LINE OF FOOTING BEYOND -- ---- -- - -- - (3) #4 CONTINUOUS @ FOOTING
ro - — -_— --— — 6.
a \ #4 @ 24"O.C. E.W. EXIST. ASPHALT PAVING
(1 ?2" CLEAR TOP)
i
18" RE 24"O. . -
Z #4 x BAR @ C
---------__ __-- - -- --- — - - -- --- --- -_ -- DRIVEO EXIST ASPHALT
--= --- -----_- - _' _— — -- _ _-- 12" INTO
EXISTING ASPHALT _ (2) #4 Q "W" DRAWN BY:
201-011 _ 2'-O".
A. L.D.
24'-0° 4!-6" DATE: 2-27-2015
PERMIT/BID SET
SHEET NUMBER
4 SECTION EXTERIOR RAMP 5 SECTION EXTERIOR RAMP
A3 SCALE 1/2" = l' - 0" A3 SCALE 1 " = 1' - 0"