Plans (178) TENANT IMPROVEMENT for �� 4C>
BUILDING INFORMATION TENANT INFORMATION #3082 -�
NUANCE SYSTEMS INC. OWNER:
PACIFIC REALTY ASSOCIATES, L.P. TENANT: NUANCE SYSTEMS MARTIN W. HANSOM CI
TANK PAD 15350 SW SEQUOIA PKWY#300
PORTLAND, ORE 97224 OCCUPANCY AREAS&LOADS: -Jf1 C ,CIMAS, OREGON
B 2,986 SF 30 OCC v�
(503)624-6300 (PHONE) F-2 9,014 SF 45 OCC 12>l ��?O
(503)624-7755(FAX) TOTAL 12,000 SF 75 OCC OF Og
3 BLDG.#: OPBIII BLDG. F(3opb220) NUMBER OF EXITS REQUIRED PROJECT #17690
1 EXIT-EACH SPACE
2 ` ' . ) CONST. TYPE.: III-B
SW 72ND AVENUE _ ,,71. ^ NUMBER OF EXITS PROVIDED
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r ` r ' , t o � CODE SUMMARYimi
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BURLIN j' ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH STATE AND LOCAL CODE ¢ Q N L a
REQUIREMENTS THAT APPLY, INCLUDING BUT NOT LIMITED TO: Z or?) 00 0 I-
SW 74TH AVENUE BUILDING LOCATION Z O M z (p
• 2014 OREGON STRUCTURAL SPECIALTY CODE - p
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• 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC) Q Ili N N J a
• 2014 OREGON PLUMBING SPECIALTY CODE(OPSC)
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• 2014 OREGON ELECTRICAL SPECIALTY CODE(OESC) ". Z �Z M co m U
CITY OF TIGARD • 2014 OREGON FIRE CODE(OFC) Cr( E ; �� � a
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REVIEWED FOR CODE COM' II CE • ASCE-7-10 (al+(. t,}s (......ei �'Y aCO -' =X
LOCATION MAP 2 ra a,_
SCALE-NOT TO SCALE Approved: l/ ] Z • ICC/ANSI A117.1-2009 Q
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Mr • 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE
OTC: "'
Pcrmit#: tivon/ _owl 3
Address: y1j- L11
Suite#: Soo
PROJECT NARRATIVE By: -4-1 Date: ) -1, _ I 0
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PROJECT CONSISTS OF ADDING 20'X 12'FENCED CONCRETE PAD TO EXISTING 1,145 SF CJ) = o
BUILDING REAR LOADING AREA. WORK SHALL INCLUDE BUT NOT BE LIMITED TO B ----1/ .. a, #100
SELECTIVE DEMOLITION, EXCAVATION, CAST IN PLACE CONCRETE SLAB, 1,833 SF 4 _... W Q
FENCE W/SCREENING SLATS AND BOLLARDS. B e�. o �� . CD fn N
1,153 SF .�'- ,I ?1.- >- W
WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT ���rrin� 1'' � w °'
•►.... 111 e#71;,� Cn z
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PLUMBING WORK13 al 0
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ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE 19 Iw z OZ z
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DRAWING INDEX I te z O a�_�`1 �•A �� �� �� REVISION
A-1 GENERAL INFORMATION, FINISHES, NOTES & LEGENDleased to others
A-2 TANK PAD PLANS AND NOTES 1 I , 1.
A-3 DETAIL SECTION 2.
AREA OF WORK 3.
4.
BUILDING PLANDATE: 1/29/18
SCALE: 1" = 50'-0" 2
1E:_ PERMIT SET
A-1
REQUIRED
SPECIAL INSPECTION REQUIRED .
State of Oregon Structural Specialty Code
■ Concrete and Reinforcing Steel
• Boats installed in Concrete
O Special Moment-Resisting Concrete Frame
O Reinforcing Steel & Prestressing Steel Tendons
D Structural Welding
D High-Strength Bolting
D Structural Masonry
O Reinforced Gypsum Concrete
D Insulating Concrete Fill
D Spray Applied Fire-Resistive Materials
O Pilings, Drilled Piers and Caissons
D Shotcrete
D Special Grading,Excavation and Filling
D Smoke-Control Systems
O Other Inspections
01) 4/PC).
#3082
GENERAL NOTES MARTIN W. HANSON
1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF •
THE INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATE OF OREGON AND ALL OTHER /
STATE OR LOCAL CODE REQUIREMENTS THAT APPLY., � to C 'CKA4AS, OREGON
`4 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS
AND AT THE EXISTING BUILDING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO �{J
ASTARTING THE WORK. r�� �j ��/ O3. CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILYo10 BASIS.
03 00 00 CONCRETE PROJECT #11130
nO = 1. EXTERIOR FLAT WORK:
illi 1 ®® { • V�-- a. 4,000 PSI AT 28 DAY-12"THICK REINFORCED CONCRETE SLAB WITH AIR-ENTRAINMENT
OVER 6"COMPACTED CRUSHED ROCK(3/4 MINUS). }
y 3'-0" b. REINFORCING-ASTM A615 GRADE 60,#5 AT 12"O.C.EACH WAY 0
o / I o c. CONTROL JOINTS 5'O.C.MAX,EXPANSION JOINTS 20'O.C.OR AS SHOWN ON PLANS. H O W
F d. BROOM FINISH WITH TOOLED EDGE EACH SIDE.
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r I / 32 00 00 EXTERIOR IMPROVEMENTS
< f REMOVE PARKING STRIPING PRIOR TO ANY EXTERIOR EXCAVATION OR BORING,GENERAL CONTRACTOR SHALL OBTAIN AN CC 1 �- O
o 1 I o UNDERGROUND UTILITY LOCATE. Q a M a
< LEAVE END MARK z Q C•1 LL a
32 01 11 RUBBER AND PAINT REMOVAL FROM PAVING
1. USE SAND BLASTING TO REMOVE UNWANTED PAINTED LINES AND STENCILS FROM PAVING AS0 0 0) O in 0 I—
I o o I o o o o INDICATED ON THE SITE PLAN. BLACK PAINT OVER EXISTING PAINT IS STRICTLY PROHIBITED. (/) M^ Z UI
I� 32 17 23 PAVEMENT MARKINGS Q 0 0 (0 1-
), 20'-0' Y 1. PAINTED HANDICAP STALL SIGN:CONTRACTOR TO USE LANDLORD SUPPLIED STANDARD = 07 Cl �cj 5 if
HANDICAPPED STENCIL.DO NOT APPLY OPTIONAL ADA BLUE BACKGROUND. Z m rri
1 TANK PAD PLAN 32 30 13 CHAIN LINK FENCING SPECIFICATION M
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A-2 SCALE 1/8" = 1' -0" 1. THE CONTRACTOR SHALL USE THE FOLLOWING COMPANY FOR ANY CHAIN LINK FENCE WORK � Oi)
U.N.O. Q c 0 =X LL
12"THICK CONCRETE SLAB ON PACIFIC FENCE AND WIRE M T O- D-LL
6"COMPACTED CRUSHED ROCK BECKY NELSON Q
W/#5 REBAR AT 12"O.C. EACH WAY 13770 SE AMBER RD.
TOP&BOTTOM (2 LAYERS) CLACKAMAS,OR 97015
/ (503) 233-6248
r l \ 2 FALL FENCING OR HEIGHTTO BE 9 GAUGE GALVANIZED WITH 7 GAUGE BOTTOM TENSION WIRE. (SEE PLAN
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° 3. MESH TO HAVE 2 3/8"VINYL SLATS ON EXTERIOR APPLICATIONS U.N.O.(COLOR TO BE 0
O I I DETERMINED). Z
I 4. LINE POST 2 3/8"O.D.SCHEDULE 40 GALVANIZED SPACING 10'MAXIMUM. TOP RAIL TO BE 1 5/8"
O.D.SCHEDULE 40 GALVANIZED END CORNER AND GATEPOST TO BE 2 7/8"O.D.SCHEDULE 40 Cr) _ 8
GALVANIZED. Y
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—� 5. SET POSTS IN THREE FEET OF CONCRETE AT EXTERIOR LOCATIONS OR FLANGE APPLICATION W Q
O O \ ACCEPTABLE AT INTERIOR LOCATIONS. < Z
/ 6. GATE FRAME TO BE 1 7/8"0.D.SCHEDULE 40 GALVANIZED. (SEE PLAN FOR GATE SIZE) N
CJ ANK 1 1 TANK 1 7. SLIDING GATES: MIN. 12"WIDE GROUND CARRIER WITH 8"MIN.TIRES. N.
° I (BY THERS) (BY OTHERS) ° •ct PLUS 1'(ONE FOOT)3 STRANDS OF BARBED ON EXTERIOR APPLICATIONS WHERE INDICATED. (f) Z w cc
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0 0 I 0 _ O K SCOPE NOTES ' D w M CC
CHAN LINK I
STEEL PIPE BOLLARDS 55 Z OC
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GATES 4 O1 PROVIDE WALL MOUNT LED WALL PACK LIGHT
o o0 00 o ,1- FIXTURE ON MOTION SENSOR-MATCH BLDG.STD. REVISION
CHAIN-LINK SCREEN FENCE 0 PROVIDE WEATHERPROOF 110V DUPLEX OUTLET. 1.
o 0 0 0 0 0 \ 2.
j, 4'-0" j, 4'-0'i j,' 6'-0" •
/ 4'-0" / 4'-0" / 3.
4.
ID DATE: 1/29/18
2 DETAIL TANK PAD PLAN PERMIT SET
A-2 SCALE 1/4" = 1'-0" A-2
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#3082
MARTI• N W. HANSON
rC .CKA BIAS, OREGON, .
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PROJECT #17690
l I 4"DIAMETER GALV. STEEL BOLLARD
PAINT CAUTION YELLOW IN 12"DIA.x
36" DEEP CONCRETE FOOTING/BASE. I-
GROUT FULL W co 6' a
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2"DIAMETER GALV. STEEL FENCE / g Q 0
POST IN FULL DEPTH SLEEVE THROUGH / Q EL .4. M Q
CONCRETE SLAB-GROUT FULL / N `� a
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12"THICK CONCRETE SLAB ON 7 o" 0 Q
6"COMPACTED CRUSHED ROCK '/ CC Q c i
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W/#5 REBAR AT 12"O.C. EACH WAY / �0 a Li. 4
TOP& BOTTOM (2 LAYERS)
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• ,\\/\\/x ��\" \ •\\,\\..� REVISION
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12" 2.
/ / 3.
1 DETAIL TANK PAD SECTION 4.
DATE: 1/29/18
A-3 SCALE 3/4" = 1' -0" PERMIT SET
A-3