Plans (19) BUP2021 -00097
OREGON EDUCATION ASSOCIATION MECHANICAL SYSTEM UPGRADE
WC ( )
PROJECT INFO.
PROJECT DISCRIPTION: - Hydroponics Store rr. Tigwd gusiness Center
Ge{ivert SW Lessw Wal
Cascade Veterinary
ADDRESS: ZONING: TMU Referral Center... w
McDonald's ' �' w
6900 SW ATLANTA STREET PROPERTY ID #: R284882 1"akeout-DelivefyLq
LLca e E
TIGARD, OR 97223 TAX MAP #: 1 S136DA - d w m " $
{ L co Y e N
TAX LOT #: 02300 ` m s o
PROJECT DESCRIPTION: District W a a
COUNTY: WASHINGTON W
TEMPORARILY REMOVE EXISTING LOT AREA: 7.93 ACRES ¢ SRU TUR 4
SUSPENDED CEILING TO REPLACE EXISTING
AIR HANDLERS W/ NEW FAN COIL UNITS. EXIST OEA BUILDING AREA: 27,700 SF ro_ Oregon-Pers 5OG1 NFA` ',
REPLACE CEILING TO MATCH EXISTING. ADD PROPOSED BLDG AREA: 27,700 SF (NO CHANGE) `� 69194PE
5 NEW CONCRETE PADS FOR MECHANICAL EXIST BUILDING E AREA: 13,550 SF69030 SW Atlanta St, OREGON
EQUIPMENT. PROVIDE AIR INTAKE & Tlgard, OR97223
PROPOSED BUILDING E AREA: 13,550 SF (NO CHANGE) -''� "F a r. tQ
EXHAUST THROUGH ROOF FOR NEW GAS
HEATERS IN ATTIC. OCCUPANCY TYPE: B (BOTH BUILDINGS) Kerr Cruickshank FRr C.
CONSTRUCTION TYPE: V-N (BOTH BUILDINGS) EXPIRES: 12/31/2022
SPRINKLER SYSTEM: BOTH BUILDINGS ARE FULLY SPRINKLED SW Atlanta Si Im
sWHaines St � 51
v AOAWest Insurance, Inc
PROJECT TEAM: Ceramics west S Garden Studio ans
> Dental Lab , Z
GENERAL CONTRACTOR: BUILDING CODE: Fixed Income
COOPER CONSTRUCTION
PO BOX 2020 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) sW Baylst 5W Saylor st sw Baylor se swaAyl0f sr
CLACKAMAS, OR 97015 '
CONTACT - JASON REBER
JASON@COOPERCONSTRUCTIONPDX.COM 1 AREA MAP
CONTACT PHONE - 503.232.3121 GENERAL STRUCTURAL NOTES: } AO.1 N.T.S.
CONTACT FAX - 503.232.4779 THESE DOCUMENTS ARE INTENDED FOR LIMITED COMMERCIAL BUILDING ADDITION. THEY DO NOT ADDRESS ALL CODE DEFICIENCIES
CCB#: 207115 THAT MAY EXIST. ANY SEISMIC UPGRADE TO ANY EXISTING COMPONENTS OF THE STRUCTURE IS BEYOND THE SCOPE OF THESE O
DOCUMENTS.
STRUCTURAL & DESIGN: BUILDING CODE: LIM
WEST COAST FORENSICS 2019 OREGON STRUCTURAL SPECIALTY CODE
ENGINEERING & DESIGN DESIGN LOADS: z
3835 SW KELLY AVENUE
PORTLAND, OREGON 97239 GRAVITY:
1, ROOF DEAD LOAD: 15 PSF
503.232.5744 VOICE 2. ROOF SNOW LOAD: 25 PSF
3. FLOOR DEAD LOAD: 20 PSF+10 PSF PARTITION
503.232.5372 FAX 4. FLOOR LIVE LOAD: 50 PSF(80 PSF CORRIDORS)
GENERAL CONSTRUCTION: W
1. CONTRACTOR IS TO VERIFY AND CONFIRM ALL DIMENSIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE
GENERAL NOTES: 2 CCONTVRACTOR IS STING REINGS ANDISPONS BCLECFIOR TIOTHE STABI STABILITY OFT E SIOR TO START OF TRUCTURE DURING CONSTRUCTION. THE STRUCTURE,AS SHOWN o
ON THE DRAWINGS,HAS ONLY BEEN DESIGNED FOR STABILITY UNDER THE COMPLETED CONDITION.
GENERAL REQUIREMENTS
THESE NOTES ARE GENERAL IN NATURE AND INTENDED TO STIPULATE THE MINIMUM FOUNDATIONS:
STANDARDS OF CONSTRUCTION.THE DRAWINGS AND STRUCTURAL NOTES SHALL 1. FOUNDATION DESIGN IS BASED ON AN ASSUMED CAPACITY OF 1500 PSF IN ACCORDANCE WITH OSSC TABLE 1804.2. ALL
GOVERN OVER THESE NOTES IN ALL MATTERS SPECIFICALLY INDICATED.VERIFY ALL FOOTINGS SHALL BEAR ON UNDISTURBED EARTH OR COMPACTED FILL. am
DIMENSIONS AND OTHER CONDITIONS.THE SUBCONTRACTORS ARE RESPONSIBLE FOR
VSOf,OSSO'SFiOLiH3 30
SAFE CONDITIONS AT THE JOB SITE AND FOR TEMPORARY SUPPORT OF THE BUILDING
PRIOR TO THE COMPLETION OF THE VERTICAL AND INTERNAL LOAD SYSTEMS.ALL REINFORCING STEEL: teo1 HA'T 0f+10 30 I3I3H I
WOilj 1V101j30 3000 3H1
WORK SHALL BE DONE IN ACCORDANCE WITH GOVERNING STATE AND LOCAL CODES. 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60. PROVIDE MILL CERTS ON REQUEST. INBA3Hd ION'nVHS VIVO
FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ALL PROPRIETARY 2. LAP ALL REINFORCING STEEL 48 BAR DIAMETERS MINIMUM UNLESS NOTED OTHERWISE. W3HI0 CINV SIN3Wr1000 W
COMPONENTS. 3. ALL BAR BENDS TO CONFORM WITH ACI AND CRSI REQUIREMENTS. NOII3nKSNO0 NO 09SV9 0
THE GENERAL CONTRACTOR,HIS MECHANICS,THE SUBCONTRACTORS,THEIR IIW1:13d V.40 3ONVnSS13HI
MECHANICS,AND ANY OTHER FIRM OR PERSONS EMPLOYED TO PERFORM WORK CONCRETE: 11wa3d JO 1LLI011VA Q
UNDER THESE DRAWINGS AND SPECIFICATIONS SHALL COMPLY WITH ALL THE 1. ALL CONCRETE SHALL BE NORMAL WEIGHT(150 PCF).
FOLLOWING CRITERIA WHERE THEY PERTAIN TO HIS TRADE OR CRAFT. 2. CONCRETE SHALL BE PROPORTIONED TO MEET THE FOLLOWING REQUIREMENTS: Cz
WORK INCLUDED: PROVIDE ALL MATERIALS,LABOR,EQUIPMENT,TOOLS,
SCAFFOLDING,SAFETY,AND SERVICE NECESSARY TO COMPLETELY CONSTRUCT A LOCATION STRENGTH SLUMP MAX.AGGREGATE SIZE
FINISHED BUILDING,REGARDLESS OF REAL OR ALLEGED OMISSIONS IN THE DRAWINGS SLABS 2500 PSI 6'MAX 1-1/2'
AND SPECIFICATIONS. a yt
COMPLIANCES: ALL MATERIALS,LABOR AND INSTALLATIONS SHALL BE IN STRICT L L- � ` *I7a �I IT1'
ACCORDANCE AND COMPLIANCE WITH ALL APPLICABLE BUILDING CODES,RULES,
SLUMPS NOTED ARE PRE-ADDITIVE SLUMPS. / I#almg W
ORDINANCES,AND REQUIREMENTS SPECIFIED BY THE CITY,COUNTY AND STATE S "' , I r V U(tv � 'unippY
3. , . /
GOVERNING THE WORK PERFORMED TO COMPLETE THE CONTRACTED WORK.WHEN CEMENT SHALL CONFORM TO C150TYPE I OR II
CODES,LAWS,ETC.ARE IN CONFLICT WITH DRAWINGS AND SPECIFICATIONS,THE 4. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301. b 1 L �� ?� mss'""°� CA
5. ALL CONCRETE REQUIRES CONTINUOUS SPECIAL INSPECTION. n'to LLJ
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CODES SHALL GOVERN.NOTIFY ARCHITECT OF ALL SUCH CONFLICTS. CLEAR DISTANCES SHALL BE AS FOLLOWS: oidd W ¢
6.
STANDARDS OF MATERIALS: ALL MATERIALS AND EQUIPMENT PLACED SHALL BE NEW E . Y
(EXCEPT WHERE A SPECIAL EFFECT IS DESIRED,SUCH AS MASONRY)AND SHALL BEAR FOOTINGS 3' H-
�i�iVtld�110D 9QtYJ�IOd Q�U3H cn
LABELS OR PLAQUES SHOWING NAME,QUALITY,GRADE,AND/OR DESCRIPTIONS AS EXTERIOR WALLS 1 1/2' ''(nTY`JLL pTO 1�.Ia H N
CONFORMING TO ITS STANDARD IN EVERY CASE WHERE SUCH STANDARD HAS BEEN V Z
ESTABLISHED.UNLESS OTHERWISE NOTED ON THE DRAWINGS FOR REUSE. 7. HORIZONTAL CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED TO APPROX.5%BY VOLUME. W Q 0)WORKMANSHIP: ALL WORK SHALL BE EXECUTED BY SKILLED MECHANICS ACCORDING dQ.7 3�IJ�+C� Q 0
TO BEST TRADE PRACTICES KNOWN TO THE PARTICULAR CRAFT AND/OR CARPENTRY:
MANUFACTURER OF THE MATERIAL BEING INSTALLED.THE WORK SHALL BE Q U) cr
COMPLETED IN A TRUE WORKMANLIKE MANNER READY FOR THE NEXT TRADE,CRAFT, 1. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH.NO BOX NAILS ALLOWED.
OR INSPECTION.IN NO CASE SHALL THE WORKMANSHIP AND MATERIAL BE LESS THAN 2 ALL NAILING TO BE IN ACCORDANCE WITH OSSC TABLE 2304.9.1 UNLESS NOTED OTHERWISE. 0 0
THOSE REQUIRED BY UNIFORM BUILDING STANDARDS. 3. ALL FRAMING HARDWARE TO BE SIMPSON STRONG-TIE BRAND OR EQUIVALENT SPECIFICALLY APPROVED BY ENGINEER PRIOR TO _— - _. ..._ ----—^ Co 1--
GENERAL:
GENERAL: OBTAIN AND PAY FOR ALL PERMITS,FEE INSPECTIONS,ETC.REQUIRED TO ORDERING. GENERAL CONTRACTOR SHALL PROVIDE ALL SPECIFICATIONS OR EQUIVALENT PRODUCT TO THE ENGINEER FOR
COMPLETE ALL THE WORK.CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO APPROVAL. INSTALL FRAMING HARDWARE IN ACCORDANCE WITH MANUFACTURER'S SPECIFIED MAXIMUM NAILS OR BOLTS
BEGINNING WORK AND NOTIFY ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES. UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS.
4. LUMBER GRADES: s°f,;a= e,g}!LfoS
A. ALL 2x MEMBERS TO BE DOUGLAS FIR 12 UNLESS NOTED OTHERWISE. 6u{I23 }
B. ALL 4x AND LARGER MEMBERS TO BE DOUGLAS FIR i1 UNLESS NOTED OTHERWISE. o1cJ ato T5
C. BLOCKING TO BE STANDARD OR BETTER,OR STUD GRADE. Q
su*s^{x101«",ei.l
D. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED
E. GLUED LAMINATED BEAMS TO BE 24F-V4 FOR SIMPLE SPANS. SISV91sVg i h 4«i r;"'"i 0`} ` nstcl, [] a m
F. GLUED LAMINATED BEAMS TO BE 24F-V8 FOR CANTILEVER AND CONTINUOUS SPANS.
G. LAMINATED VENEER LUMBER(LVL)TO MEET THE FOLLOWING REQUIREMENTS: anaoau„ ,{ w t-
Fb=2600 PSI,E=1900000 PSI,Fv=285 PSI SlSJ t o
5. CUTTING OR NOTCHING OF BEAMS,JOISTS AND COLUMNS IS NOT PERMITTED UNLESS APPROVED BY ENGINEER OF RECORD. t "' i^1[uR} '!'i C
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6. PLYWOOD SHALL BE APA RATED SHEATHING-EXPOSURE IC3 a.
A. ROOF SHEATHING:1/2'APA INDEX 24/0
B. WALL SHEATHING:12'APA INDEX24/0
C. FLOOR SHEATHING:3/4'APA T&G APA INDEX 48/24 _ a
D. SHEAR WALL SHEATHING SHALL HAVE BLOCKING AT PLYWOOD JOINTS. suogual 1001c;5tXws0J sem' t17fed � a N
E. REFER TO PLANS AND SCHEDULES FOR DIAPHRAGM NAILING REQUIREMENTS. ®user E.,s wo0 a s'++E`:`3''.4; ;Jta, 3{osdg co
7. DRILL BOLT HOLES 1/16'OVERSIZE EXCEPT WHERE NOTED LARGER. s;;aCT
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B. ALL NAILS AND HARDWARE TO BE HOT-DIPPED GALVANIZED.
9. ALL FASTENERS DRIVEN INTO PRESSURE TREATED WOOD SHALL BE CORROSION RESISTANT IN ACCORDANCE WITH IBC 2304.9.5. I -{ S f»x'1''x31"saalau�
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O NEW CONCRETE SLAB-4'THICK W/13 AT 18" 0/C EACH WAY U C Q N
AT MID DEPTH OVER 4' COMPACTED GRANULAR ROCK-
PROVIDE 12'DEEP x 8"WIDE TURN DOWN AT PERIMETER W/
(2)14 CONTINUOUS 3" CLEAR FROM BOTTOM AND SIDES S�RucTUR y�
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O COORDINATE MECHANICAL PAD SIZE W/MECHANICAL
CONTRACTOR \ 5 G I NF69194PE
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8'-0" 0/C MAX.FENCES TO SURROUND MECHANICAL A OREGON
EQUIPMENT '9 \
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EXPIRES: 12/31/2022
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NEW OUTSIDE AIR GAS HEATER-PROVID4AID
INTAKE&EXHAUST THROUGH ROOF ABOVE EXISTING EXHAUST AT LJJ
SOFFIT TO REMAIN 1�—
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INT. OR EXT. WALL ROOF OR FLOOR DECK
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SUSPENDED CEILINGS TO BE o x
INSTALLED WITH BERC2 0
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DUCT SYSTEM BY ARMSTRONG AS LL J o N E
SHOWN, APPROVED EQUAL 0 a) N 0 3
NOTE10 CLIP SYSTEM OR PRESCRIPTIVE
- TYP• � NOTE 5 METHOD PER OSSC 803.9.1.1 w N N a 6
f NOTE 4AND ASTM 635 & 636
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NOTE 3 NOTE 9 �� �G �ss,
NOTE 6 NOTE:
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ALL WIRE TO BE NO. 12
OREGON
-- GUAGE. CONNECTIONS TO BE P oo^
3 TURN MINIMUM WITHIN 3
6 r. 0 2
INCHES OF THE CONNECTION FRY C.
NOTE
NOTE 2 NOTE 11,12 EXPIRES: 12/31/2022
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6'-0"MAX. 4'-0"0/C MAX(#12 WIRE)
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NOTES:
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—� I. 8" WALL MOLDING. ATTACH TO PERIMETER WALLS a
2. 2" SERC (BEAM END RETAINING CLIP) AT INTERSECTION OF EACH GRID BAR TO WALL SUPPORT. ATTACH BERC TO GRID ON 2 ADJACENT
WALLS. PROVIDE "' CLEARANCE ON UNATTACHED BERC.
3. PERIMETER HANGER WIRES - WITHIN 8" OF ALL WALL ON ALL TERMINAL ENDS OF CROSS RUNNERS AND MAIN RUNNERS. um
4. SUSPENSION WIRES A 4'-0" ON CENTER. SOFT ANNEALED GALVANIZED O
5. VERTICAL STRUT FASTENED TO MAIN RUNNER AND EXTENDED TO THE STRUCTURAL FRAME. 12'-0" O.C. EACH WAY O
6. HORIZONTAL RESTRAINTS SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER. INSTALL 4 AT 90 DEGREE ANGLE FROM EACH OTHER AND AT
ANGLE LESS THAN 45 DEGREES FROM THE PLANE OF THE CEILING. ce
7. HEAVY DUTY SUSPENDED CEILING SYSTEM - MAIN RUNNERS AND CROSS RUNNERS W
8. ACOUSTICAL CEILING PANELS - 24" X 48" X 8" LAY-IN. (24" X 24" WHERE INDICATED ON PLANS) W Q
9. TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS, COUNTER SLOPE.
10. CONNECTION DEVICE TO HAVE 180# CAPACITY.
11. LIGHT FIXTURES MUST BE ATTACHED TO SUSPENSION SYSTEM. FIXTURE WEIGHING LESS THAN 56Lbs MUST HAVE (2) 12-GUAGE WIRES
AT DIAGNOL CORNERS. HEAVIER FIXTURES MUST BE SUPPORTED INDEPENDANTLY FROM THE BUILDING STRUCTURE. PENDANT LIGHTS MUST Q
BE SUPPORTED DIRECTLY FROM THE STRUCTURE WITH A 9-GUAGE WIRE REGARDLESS OF WEIGHT.
12. MECHANICAL DEVICES MUST BE ATTACHED TO MAIN BEAMS AND CROSSS TEES. DEVICES WEIGHING LESS THAN 20Lbs DO NOT REQUIRE J
SAFETY WIRES. DEVICES WEIGHING 20-56Lbs REQUIRE (2) 12-GUAGE WIRES AT DIAGONAL CORNERS. HEAVIER FIXTURES MUST BE
SUPPORTED INDEPENDANTLY FROM THE BUILDING STRUCTURE.
2 LATERAL BRACING FOR HEAVY DUTY SUSPENDED CEILING
A8.0 1"=r-o° NEW OPENING IN ROOF
ABOVE RE-WORKED AIR
HANDLER-SEE A8.0
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NEW AIR INTAKE& EXHAUST D
THROUGH ROOF.SEE Q
MECHANICAL PLANS FOR DETAILS
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410 PT CURB ALL AROUND Lu
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REMOVE EXIST 2x4 w
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20 GAMETAL COVER STIFFEN n cn
W/L2x2x20 GA AT 16" O/C (3)5/8"x12" LAGS W/STD = co
SPANNING SHORT DIRECTION CUT WASHERS 12" FROM W Q rn
&WELDED TO COVER ENDS&AT CENTER LINE a o
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4x1O'S TO ALIGN W/ Qc
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EXIST GLU LAMS
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HANGERS C)
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5/8"x12" LAGS W/STD �{
5 1/4"x " - - CUT WASHER LONG
(EXXIST)IST)TYP. 4x8'S TO GLU-LAMS
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AT MID-SPAN TO DRAIN-SCRIBE 0 Lo
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SLEEPERS AS REQ'D TO BEAR FULLY >
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3 PARTIAL FRAMING PLAN AT ROOF ACCESS HATCH 1 BLDG E ROOF PLAN
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