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Plans - Part 1 BU P2018 -00188 C C;r. .D 0 0 0O - O • O SITE COPY v i MI. I G A R D H I G H S C H 0 0 L RECEIVED ®c �3 JUN 2 a 2018 architects CITY OF TIGARD BUILDING DIVISION 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 REVIEWED FOR CODE COMPLIANCE CIVIL ENGINEER & LANDSCAPE 1\ll 0 I:) E R N I Z ATM I 0 1\1 Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER PERMIT SET . . . . • Glumac 900 SW Fifth Ave., Suite 1600 C . .Y OF SGA Portland, OR 97204 FQR;C,ODE COMPLIANCE T(503)-227-5280 Approved cEFsrANI [VOLUME 2 #: Portland, OR 97202 Address: O b V *'' T(503)-236-8566 Suite#. $y s Date: ACOUSTIC &AV CONSULTANT The Greenbusch Group • 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. - - . . Eugene, OR 97402 T 541-686-2031 r :" :ti ; 3�' ::!". ,--n°y['L'� r „} .y"'" `z nta I•y�' -•71-0,:,-;=.--',--. -:' %-' rG i•.F,t;,`` :s,-; Y ' x,,�y x 2"F�M1.f. `.K � ;:.,4:4:,:.1. -?:-4;:,t1; l ,1. �R `ti4 � ��;}F ;' �k t - a 3' 3"^ '`- ,RSG f°k �_ § 'w' iF %,, ':�� E:F' P ti i I I - t T- --__ ,H la _, _ ___ ___________ , , ____________ ...___ 1 ________________. iitz ________,L_____________. 1 is . _ ._.,____ _ :I i, _ ..._. _ _________ I > IYom..-....__ I � _______ _.---_ f eT GM r-1, i ____::=7::: __Ii_: -: ___ i � — Ii ii• E ! 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TIGARD,OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19,2018 Jurisdiction Stamp Area • COVER SHEET a `A W N N co 2 E, co W G0 . 00 -(-0- 0_ ABBREVIATIONS VICINITY MAP SHEET INDEX set,/I COVER&CODE SHEETS A4.14 WALL SECTIONS S2.53 UPPER AUX LEVEL FLOOR � &UPPER ROOF P2.27 PLUMBING ROOF PLAN-AREA S1 architectsG0.00 COVER SHEET A4.15 WALL SECTIONS FRAMING PLAN-AREA S1 P2.28 PLUMBING ROOF PLAN-AREA S2 LIST OF ARCHITECTURAL ABBREVIATIONS G0.01 PROJECT INFORMATION A4.16 WALL SECTIONS 52.54 UPPER ROOF FRAMING PLAN-AREA S2 P2.31 PLUMBING UNDERGROUND- AREA El SW SETTLER ST A4.17 WALL SECTIONS S2.71 MAIN LEVEL FOUNDATION PLAN-AREA El P2.32 PLUMBING MAIN LEVEL-AREA El ACC AMBULATORY ACCESSIBLE TOILET COMPARTMENT MAX MAXIMUM - I COVER&CODE SHEETS A4.18 WALL SECTIONS S2.72 UPPER LEVEL ROOF PLAN-AREA El P2.33 PLUMBING ROOF PLAN-AREA El ACP ACOUSTICAL CEILING PANEL MDF MEDIUM DENSITY FIBERBOARD G1.10 ARCHITECTURAL SITE PLAN A419 WALL SECTIONS S3.01 BRBF ELEVATIONS P4.01 WATER/FIRE RISER DIAGRAMS 721 NW 9TH Ave, Suite 350 ACT ACOUSTICAL CEILING TILE MDO MEDIUM DENSITY OVERLAY 1-7 G1.11 FOUNDATION AND UNDERSLAB DRAIN PLAN A4.20 WALL SECTIONS 53.02 BRBF ELEVATIONS ACWP ACOUSTICAL CEMENTITIOUS WOOD FIBER PANEL MFR MANUFACTURER v P4.02 WASTE RISER DIAGRAMS Portland Oregon 97209 AFF ABOVE FINISH FLOOR MIR MIRROR a f G1.12 SITE DETAILS A4.21 WALL SECTIONS-GYM FIREWALLS/SEISMIC S3.11 EXTERIOR ELEVATIONS P4.03 GAS RISER DIAGRAM T (206) 340 9500 F (206) 340 9519 ALUM ALUMINUM MISC MISCELLANEOUSrn m G2 10 CODE&AREA ANALYSIS JOINTS S3.12 EXTERIOR ELEVATIONS P6.01 ENLARGED PLANS KITCHEN APPROX APPROXIMATE MMA METHYL METHACRYLATE j CP i' J0 G2.13 EXITING/EGRESS& FIRE RATING PLAN-LOWER A4.22 WALL SECTIONS-LOBBY FIREWALL S3.13 EXTERIOR ELEVATIONS P6.02 ENLARGED PLANS AVE AVENUE MO MASONRY OPENING s o I s* _ ^ LEVEL A4.23 WALL SECTIONS AUTO SHOP SEISMIC JOINTS S3.14 EXTERIOR ELEVATIONS P6.03 ENLARGED PLANS AVG AVERAGE MET METAL to 00 �j L G2.14 EXITING/EGRESS& FIRE RATING PLAN-MAIN A4,24 WALL SECTIONS-SEISMIC JOINTS S3.21 FRAMING ELEVATIONS AWP ACOUSTICAL STRETCHED FABRIC WALL PANEL NA NOT APPLICABLE y a �„ P6.04 ENLARGED PLANS CIVIL ENGINEER & LANDSCAPE LEVEL A4.25 WALL SECTIONS S4.01 PARTIAL PLANS BCT BABY CHANGING TABLE SURFACE MOUNTED NIC NOT IN CONTRACT 92 = P9.01 PLUMBING DETAILS BLDG BUILDING NR NON RATED "' �- PROJECT SITE G2.15 EXITING/EGRESS& FIRE RATING PLAN-UPPERCardno ,. A5.11 EXTERIOR STOREFRONT&WINDOW TYPES S5.01 CONCRETE DETAILS LEVEL 6720 SW Macadam Ave Suite 200, BOT BOTTOM NTS NOT TO SCALE A5.12 INTERIOR STOREFRONTS 55.02 CONCRETE DETAILS ELECTRICAL SHEETS Portland, OR 97219 C AMERICAN STANDARD CHANNEL OC ON CENTER G3.10 PHASE I SITE PLAN A5.21 EXTERIOR WEATHER BARRIER WRAP SEQUENCE S5.03 CONCRETE DETAILS CPT CARPET OD OUTSIDE DIAMETER G3.13 PHASE I-EXITING I EGRESS&FIRE RATING PLAN E0.00 ELECTRICAL LEGEND AND ABBREVIATIONS T(503)-419-250Q A5.22 EXTERIOR STOREFRONT DETAILS S5.06 CONCRETE DETAILS p E0.01 ELECTRICAL DRAWING LIST CG CORNER GUARD OPNG OPENING �- LOWER LEVEL E0.02 BASIS OF DESIGN AND NOTES STRUCTURAL ENGINEER mio /Ai SW DURHAM RD -1 A5.23 ALUMINUM WINDOW DETAILS S5.07 CONCRETE DETAILS CJ CONTROL JOINT OPP OPPOSITE (e- G3.14 PHASE I-EXITING/EGRESS&FIRE RATING PLAN CL CENTER LINE OZ OUNCE <((<' -MAIN LEVEL A5.24 EXTERIOR DOOR DETAILS S6.01 STEEL DETAILS E0.03 REFERENCE TABLES Catena Engineers CMU CONCRETE MASONRY UNIT P PAINT 1 r-- ,,, A5.25 OPENING DETAILS S6.02 STEEL DETAILS w G3.15 PHASE I-EXITING I EGRESS& FIRE RATING PLANE0.04 VOLTAGE DROP CALCULATIONS 1500 NE Irving St., Suite 412 COL COLUMN PERP PERPENDICULAR ¢ 00 -UPPER LEVEL A5.31 EXTERIOR PLAN DETAILS S6.03 STEEL DETAILS E0.05 MECHANICAL&PLUMBING EQUIPMENT Portland, OR 97232 CONC CONCRETE PL PLATE Q Q-� G4.10 PHASE II o � SITE PLAN A5.32 EXTERIOR PLAN DETAILS S6.06 STEEL DETAILS CONNECTION SCHEDULE T(503)-467-4980 CT CERAMIC TILE PLAM PLASTIC LAMINATE z LnQ e" I °O 7,4R G4.13 PHASE II-EXITING/EGRESS& FIRE RATING PLAN A5.41 EXTERIOR DETAILS S6.07 STEEL DETAILS E0.06 MECHANICAL&PLUMBING EQUIPMENT DEPT DEPARTMENT PLYWD PLYWOOD m DF DRINKING FOUNTAIN PNL PANEL I 5.r +n -LOWER LEVEL A5.42 EXTERIOR DETAILS 56.08 STEEL DETAILS CONNECTION SCHEDULE MECHANICAL ELECTRICAL & DIA DIAMETER PTD PAPER TOWEL DISPENSER WI WAST RECEPTACLE c.) J PHASE II EXITING/EGRESS& FIRE RATING PLAN A5.43 EXTERIOR DETAILS S6.09 STEEL DETAILS ED1.12 DEMO PLAN-ELECTRICAL MAIN LEVEL PLUMBING ENGINEER DIM DIMENSION PSF POUNDS PER SQUARE FOOT MAIN LEVEL A5.51 ROOF DETAILS S6.10 STEEL DETAILS E1.00 ELECTRICAL SITE PLAN Glumac DIM PT DIMENSION POINT PSI POUNDS PER SQUARE INCH G4.15 PHASE II-EXITING I EGRESS& FIRE RATING PLAN A5.52 ROOF DETAILS S6.11 STEEL DETAILS E1.10 POWER AND SIGNAL UNDERGROUND 900 SW Fifth Ave., Suite 1600 DN DOWN RAF RESILIENT ATHLETIC FLOORING /SwwARLY DR -UPPER LEVEL COMPOSITE Portland, OR 97204 ...) A5.53 ROOF DETAILS S6.12 STEEL DETAILS DR DOOR RCP REFLECTED CEILING PLAN T(503 227-5280 DW DISHWASHER REBAR REINFORCING BAR A5.54 ROOF DETAILS S6 51 METAL DECK DETAILS E1,11 POWER AND SIGNAL LOWER LEVEL FLOOR PLAN ) SURVEY COMPOSITE DWG DRAWING RM ROOM .)-. A5,55 ROOF DETAILS S6.52 METAL DECK DETAILS EA EACH RO ROUGH OPENING tr 1 OF 2 TOP() E1.12 ROOF DETAILS S7.01 METAL STUD DETAILS E1.12 POWER AND SIGNAL MAIN LEVEL FLOOR PLAN FOOD SERVICE CONSULTANT EL ELEVATION ROW RIGHT OF WAY ,� g 11! 2 OF 2 TOPO COMPOSITE Webb Foodservice Design A5.57 ROOF DETAILS S7,02 METAL STUD DETAILS ELEC ELEC SCHEDLS EA EACco ROOF DETAILS 57.03 METAL STUD DETAILS E1.13 POWER AND SIGNAL UPPER LEVEL FLOOR PLAN SOUTH COMPOSITE 3700 SE Lafayette Ct. ru ELEV ELEVATOR SD SOAP DISPENSER z CIVIL SHEETS Portland, OR 97202 EM ENTRANCE MAT SF SQUARE FEET QO A5.59 ROOF DETAILS S7.04 METAL STUD DETAILS E1.14 POWER AND SIGNAL UPPER LEVEL FLOOR PLAN T(503)-236-8566 EQUIP EQUIPMENT SHTG SHEATHING cir 0� C0.01 GENERAL NOTES A5.61 SEISMIC JOINT DETAILS S7.51 WOOD DETAILS NORTH COMPOSITE EXIST EXISTING SIM SIMILAR O�Q C1.00 EXISTING CONDITIONS A5.62 SEISMIC JOINT DETAILS S7.52 WOOD DETAILS E1.15 POWER AND SIGNAL ROOF FLOOR PLAN 1/ EXT EXTERIOR SN SANITARY NAPKIN 4 eS0 C1.01 DEMOLITION PLAN WEST A5.63 SEISMIC JOINT DETAILS S7.56 WOOD DETAILS COMPOSITE ACOUSTIC & AV CONSULTANT FA FIRE ALARM SPEC SPECIFICATIONS f co* C1.02 DEMOLITION PLAN EAST A5.64 SEISMIC JOINT DETAILS 58.01 BRBF DETAILS E2.11 POWER AND SIGNAL UNDERGROUND AREA Ni The Greenbusch Group FD FLOOR DRAIN SST STAINLESS STEEL f C2.00 SITE PLAN 1900 W. Nickerson St., Suite 201 FED FIRE EXTINGUISHERTNSTC SOUND TRANSMISSION CLASS A5.65 SEISMIC JOINT DETAILS S8.02 BRBF DETAILS E2.12 POWER AND SIGNAL UNDERGROUND-AREA N2 Seattle,WA 98119 FEC FIRE EXTINGUISHER CABINET STD STANDARD C2.01 SITE PLAN ENLARGEMENTS A5.66 SEISMIC JOINT DETAILS 5$.03 STEEL TRUSS MOMENT FRAME DETAILS E2.13 POWER AND SIGNAL MAIN LEVEL-AREA Ni T 206-378-0569 FIO FURNISHED AND INSTALLED BY OWNER SUSP SUSPENDED C3.00 GRADING PLAN A5.67 SEISMIC JOINT DETAILS S8.04 STEEL TRUSS MOMENT FRAME DETAILS E2.14 POWER AND SIGNAL MAIN LEVEL-AREA N2 FOF FACE OF FINISH T&G TONGUE AND GROOVE C3.01 GRADING PLAN-ENLARGEMENTS A5.68 SEISMIC JOINT DETAILS E2.15 POWER AND SIGNAL UPPER LEVEL-AREA N1 COST CONSULTANT FOIL FURNISHED BY OWNER INSTALLED BY CONTRACTOR TLT TOILET C4.00 STORM PLAN WEST A6 11 ENLARGED TOILET PLANS MECHANICAL SHEETS E2.16 POWER AND SIGNAL UPPER LEVEL-AREA N2 FOM FACE OF MASONRY TOC TOP OF CURB/TOP OF CONCRETE C4.01 STORM PLAN EAST A6.12 ENLARGED TOILET PLANS M0.00 MECHANICAL LEGEND AND ABBREVIATIONS E2.17 POWER AND SIGNAL ROOF PLAN-AREA N1 Construction Focus FOS FACE OF STUDS TPD TOILET PAPER DISPENSER C4.02 STORM PLAN ENLARGEMENTS740 Almaden St. A6.13 ENLARGED TOILET PLANS AND ELEVATIONS M0.1 BASIS OF DESIGN E2.18 POWER AND SIGNAL ROOF PLAN AREA N2 FRWC FIBER REINFORCED WALL COVERING TSCD TOILET SEAT COVER DISPENSER C4.10 SANITARY AND WATER PLAN WEST Eugene, OR 97402 FSP FIXED SOUND ABSORPTIVE PANELS TWS TACKABLE WALL SURFACE A6.21 ENLARGED STAIRS(Stair 01 &02) M0.02 MECHANICAL SCHEDULES E2.21 POWER AND SIGNAL UNDERGROUND-AREA Si T 541-686-2031 FTG FOOTING TYP TYPICAL C4.11 SANITARY AND WATER PLAN EAST A6.22 ENLARGED STAIR(Stair 03 at Commons) M0.03 MECHANICAL SCHEDULES E2.22 POWER AND SIGNAL UNDERGROUND-AREA S2 GA GAUGE UL UNDERWRITERS LABORATORIES C4.12 SANITARY AND WATER PLAN ENLARGEMENTS A6.23 ENLARGED STAIR&ELEVATOR(Stair 04&06. M0.04 MECHANICAL SCHEDULES E2.23 POWER AND SIGNAL LOWER LEVEL -AREA S1 GC GENERAL CONTRACTOR UNO UNLESS NOTED OTHERWISE C5.00 SITE DETAILS I Elevator 02) M0.05 SCHEDULES E2.24 POWER AND SIGNAL LOWER LEVEL -AREA S2 GWB GYPSUM WALL BOARD UR URINAL C5.01 SITE DETAILS II A6.24 ENLARGED STAIRS(Stair 05,07,08, 09,and 13) M0.06 SCHEDULES E2.25 POWER AND SIGNAL MAIN LEVEL -AREA S1 + GYP GYPSUM VERT VERTICAL C5.02 SITE DETAILS III A6.25 ENLARGED STAIRS AND RAMPS(Stair 10. 11. UPPER LEVEL AREA SI HDWD HARDWOOD VOL VOLUME M0.07 SCHEDULES HM HOLLOW METAL VG V-GROOVE JOINT C5.03 SITE DETAILS IV 12,14,15)(Ramp 01,02,03) M1.11 HVAC LOWER LEVEL FLOOR PLAN COMPOSITE E2.26 POWER AND SIGNAL UPPER LEVEL -AREA S2 HORIZ HORIZONTAL WAC WHEEL CHAIR ACCESSIBLE TOILET COMPARTMENT C5.11 STORM DETAILS II A6.26 STAIR DETAILS M1.12 HVAC MAIN LEVEL FLOOR PLAN COMPOSITE E2.27 POWER AND SIGNAL ROOF LEVEL -AREA S1 ID INSIDE DIAMETER W/O WITHOUT C5.12 STORM DETAILS III A6.27 STAIR DETAILS M1.13 HVAC UPPER LEVEL SOUTH FLOOR PLAN E2.28 POWER AND SIGNAL ROOF FLOOR-S2 IN INCHES WAF WOOD ATHLETIC FLOORING C5.13 STORM DETAILS IV A6.28 RAILING DETAILS COMPOSITE E2.32 POWER AND SIGNAL MAIN LEVEL-AREA El INT INTERIOR WC-MB WALL COVERING MARKERBOARD C5.14 STORM DETAILS V A6.31 ENLARGED ELEVATOR PLANS, SECTIONS, JT JOINT WD WOOD M1.14 HVAC UPPER LEVEL NORTH FLOOR PLAN E2.33 POWER AND SIGNAL MAIN LEVEL-AREA E2 C5.21 SANITARY DETAILS II DETAILS COMPOSITE E5.01 ELECTRICAL SINGLE LINE DIAGRAM L LENGTH 1 ANGLE(AS STRUCTURAL SHAPE) WDW WINDOW LB POUND WT WEIGHT C5.30 WATER DETAILS I A6.41 GYM STRIPING PLANS M1.15 HVAC ROOF PLAN COMPOSITE E5.02 PANELBOARD SCHEDULES 480V NORMAL PANELS LF LINEAR FOOT C5.31 WATER DETAILS II A7.01A INTERIOR ELEVATIONS-LOWER LEVEL S1 M2.13 HVAC MAIN LEVEL-AREA N1 E5.03 PANELBOARD SCHEDULES 208V NORMAL PANELS LINO LINOLEUM C6.00 FIRE SERVICE&ACCESS PLAN A7.01 B INTERIOR ELEVATIONS-LOWER LEVEL S1 M2.14 HVAC MAIN LEVEL-AREA N2 -NORTH LSD LIQUID SOAP DISPENSER C7.00 DURHAM WEST P&P A7.02 INTERIOR ELEVATIONS-LOWER LEVEL S1 M2.15 HVAC UPPER LEVEL-AREA N1 E5.04 PANELBOARD SCHEDULES 208V NORMAL PANELS LWD LINEAL WOOD CEILING 07.01 DURHAM EAST P&P A7.03 INTERIOR ELEVATIONS-LOWER LEVEL 51 M2.16 HVAC UPPER LEVEL-AREA N2 -NORTH P7.02 92ND AVE P&P A7.04 INTERIOR ELEVATIONS-LOWER LEVEL S1 M2.17 HVAC ROOF PLAN-AREA N1 E5.05 PANELBOARD SCHEDULES 208V NORMAL PANELS P7.10 STREET SECTIONS A7.05 INTERIOR ELEVATIONS-LOWER LEVEL S1 M2.18 HVAC ROOF PLAN-AREA N2 -SOUTH P7.20 STRIPING PLAN-92ND A7.06 INTERIOR ELEVATIONS-LOWER LEVEL S2 M2.23 HVAC LOWER LEVEL-AREA SI E5.06 PANELBOARD SCHEDULES 208V NORMAL PANELS - P7.30 STREET DETAILS A7.07 INTERIOR ELEVATIONS-LOWER LEVEL S2 M2.24 HVAC LOWER LEVEL-AREA S2 SOUTH P7.40 STORM DETAILS I A7.08 INTERIOR ELEVATIONS-LOWER LEVEL S2 M2.25 HVAC MAIN LEVEL AREA Si +UPPER LEVEL AREA E5.07 PANELBOARD SCHEDULES-STANDBY PANELS A7.09 INTERIOR ELEVATIONS LOWER LEVEL S2 SiE5.08 PANELBOARD SCHEDULES-EMERGENCY GRAPHIC SYMBOLS PROJECT DATA GENERAL NOTES P741 STORM DETAILS II PANELS P7.50 WATER DETAILS A7.11A INTERIOR ELEVATIONS MAIN LEVEL N1 M2.26 HVAC UPPER LEVEL AREA S2 E6.01 ENLARGED PLANS P7.51 STRIPING DETAILS 1 A7.11 B INTERIOR ELEVATIONS-MAIN LEVEL N1 M2.27 HVAC ROOF PLAN-AREA S1 E6.02 ENLARGED PLANS PROJECT ADDRESS: TIGARD HIGH SCHOOL P7.52 STRIPING DETAILS 11 A7.12 INTERIOR ELEVATIONS-MAIN LEVEL N1 M2.28 HVAC ROOF PLAN-AREA S2 E6.03 ENLARGED PLANS AREA E1 HVAC MAIN LEVEL MAIN LEVEL El INTERIOR ELEVATIONS- M2.32 - 9000 SW DURHAM RD, 1.VERIFY AND COORDINATE SITE CONDITIONS, EXISTING BUILDING CONDITIONS,AND DIMENSIONS. A7.13E6.04 ENLARGED PLANS-UNDERGROUND BUILDING ELEVATION ROOM NAME TIGARD, OR. 97224 BRING INCONSISTENCIES TO ATTENTION OF ARCHITECT BEFORE PROCEEDING WITH WORK. LANDSCAPE SHEETS A7.14 INTERIOR ELEVATIONS-MAIN LEVEL 51 M2.33 HVAC ROOF PLAN-AREA El E6.05 ENLARGED PLANS UNDERGROUND ROOM NAME L1.00 TREE PRESERVATION& REMOVAL PLAN NORTH A7.15 INTERIOR ELEVATIONS-MAIN LEVEL El MZ1.11 MECHANICAL SYSTEMS LOWER LEVEL AL Elevation ID OWNER TIGARD-TUALATIN SCHOOL DISTRICTE6.06 ENLARGED PLANS 2. IMMEDIATELY BRING INCONSISTENCIES, ERRORS AND OMISSIONS FOUND IN THE DRAWINGS AND A7.16 INTERIOR ELEVATIONS-MAIN LEVEL N1 &N2 COMPOSITE 1219 6960 S.W. SANDBURG ST L1.01 TREE PRESERVATION&REMOVAL PLAN SOUTH E6.07 ENLARGED PLANS SPECIFICATIONS TO ATTENTION OF ARCHITECT. A7.17 INTERIOR ELEVATIONS-MAIN LEVEL N2 MZ1.12 MECHANICAL SYSTEMS MAIN LEVEL COMPOSITE TIGARD, OR 97223 L1.02 TREE PRESERVATION&REMOVAL DATA E6 11 ENLARGED PLAN-MDF/IDF ROOMS A101 Room Number CONTACT: CATHY KRAUS(503)913 3777 L3.00 LANDSCAPE PLANTING PLAN NW A7.18 INTERIOR ELEVATIONS-MAIN LEVEL Si MZ1.14 MECHANICAL SYSTEMS UPPER LEVEL NORTH Sheet Number 3. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS SHOWN ON DRAWINGS WITH ACTUAL COMPOSITE E6.12 ENLARGED PLAN-MDF/IDF ROOMS FIELD MEASUREMENTS. NOTIFY ARCHITECT OF DISCREPANCIES. L3.01 LANDSCAPE PLANTING PLAN SW A7.19 INTERIOR ELEVATIONS-MAIN LEVEL S1 E9.03 ELECTRICAL DETAILS ARCHITECT OF RECORD BASSETT!ARCHITECTSA7.20 INTERIOR ELEVATIONS-MAIN LEVEL SiMZ2.13 MECHANICAL MAIN LEVEL-AREA Ni L3.02 LANDSCAPE PLANTING PLAN NE&COURTYARD E9.04 ELECTRICAL DETAILS 721 NW L3.03 LANDSCAPE PLANT LEGEND 9TH AVE.,#350 4.ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE AND NOMINAL FACE OF MASONRY, A7.21 INTERIOR ELEVATIONS-MAIN LEVEL S1 MZ2.14 MECHANICAL MAIN LEVEL AREA N2 BUILDING SECTION SCHEDULE INDICATOR PORTLAND, OR 97209 AND CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. MZ2.15 MECHANICAL UPPER LEVEL-AREA Ni E9.05 ELECTRICAL DETAILS L3.04 LANDSCAPE DETAILS& NOTES A7.22 INTERIOR ELEVATIONS-UPPER LEVEL Ni L Louver CONTACT: CAROLINE LEMAY(503)224 9162 MZ2.16 MECHANICAL UPPER LEVEL AREA N2 E9.06 ELECTRICAL DETAILS L4 40 TREE CANOPY SITE PLAN A7.23 INTERIOR ELEVATIONS-UPPER LEVEL N2 Section ID C:11/ SF Storefront5.WORK INSTALLED IN CONFLICT WITH CONSTRUCTION DOCUMENTS WILL BE CONSIDERED IN MZ2.23 MECHANICAL MAIN LEVEL AREA S1E9.07 ELECTRICAL DETAILS Ark yN_Window TAX PARCEL NO: 25114AA00100 NON-CONFORMANCE AND SHALL BE CORRECTED AT NO EXPENSE TO OWNER OR ARCHITECT. L4.01 TREE CANOPY PARKING LOT PLAN A7.24 INTERIOR ELEVATIONS-UPPER LEVEL S2 E9.11 LOW VOLTAGE DETAILS L4.02 TREE CANOPY DATA A7.25 INTERIOR ELEVATIONS-UPPER LEVEL S 1 MZ2.24 MECHANICAL MAIN LEVEL AREA S2 FP Fiberglass Sandwich Panel SITE AREA: 43.2 Acres MZ2.25 MECHANICAL MAIN LEVEL AREA Si +UPPER EL0.01 BASIS OF DSIGN AND LUMINAIRE SCHEDULE 111, Sheet Number 6. COORDINATION: COORDINATE WORK TO COMPLY WITH DRAWINGS AND SPECIFICATIONS, L5 00 TREE SOIL VOLUME PLAN A7.26 INTERIOR ELEVATIONS-UPPER LEVEL S2 INCLUDING MECHANICAL, ELECTRICAL, EQUIPMENT AND OTHER CONSTRUCTION. A727 INTERIOR ELEVATIONS-UPPER AUX S1 LEVEL AREA S1 EL0.02 LUMINARE, LCP SCHEDULES LEGAL DESCRIPTION: SECTION 11, TOWNSHIP 2 SOUTH, RANGE 1 WEST,WILLAMETTE MERIDIAN L5.01 TREE SOIL VOLUME DATA MZ2.26 MECHANICAL UPPER LEVEL-AREA S2 ELI.00 LIGHTING SITE PLAN KP2) RESTORATION KEY NOTE 7. FOLLOW MANUFACTURER'S INSTRUCTIONS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS L6.00 PLANTING DURHAM A7.28 INTERIOR ELEVATIONS-UPPER LEVEL S1 &S2 MZ2.32 MECHANICAL MAIN LEVEL AREA E1 EL1.01 ELECTRICAL SITE PLAN PHOTOMETRIC WALL SECTION A8.01 RCP COMPOSITE LOWER LEVEL ARE INDICATED OR REQUIRED BY CONSTRUCTION DOCUMENTS OR APPLICABLE CODES, L6.01 PLANTING-92ND M3.10 PIPING PLAN UNDERGROUND COMPOSITE EL2.13 LIGHTING PLAN MAIN LEVEL AREA N1 - ORDINANCES AND REGULATIONS. L6.02 PLANTING LEGEND A8.02 RCP COMPOSITE MAIN LEVEL - Section ID A8 03 RCP COMPOSITE UPPER LEVEL SOUTH M3.11 HYDRONIC PIPING PLAN LOWER LEVEL EL2.14 LIGHTING PLAN MAIN LEVEL-AREA N2 MATCH LINE 8. PROVIDE AND INSTALL SOLID BLOCKING OR BACKING FOR ALL WALL AND CEILING MOUNTED L6.03 DETAILS& NOTES COMPOSITE EL2.15 LIGHTING PLAN UPPER LEVEL-AREA N1 1 A8.04 RCP COMPOSITE UPPER LEVEL NORTH M3.12 HYDRONIC PIPING PLAN MAIN LEVEL COMPOSITE EL2.16 LIGHTING PLAN UPPER LEVEL-AREA N2 A4.11 ITEMS. EROSION AND SEDIMENT CONTROL PLANS A8.11 RCP MAIN LEVEL-AREA N1 Sheet Number Location of Adjacent Drawing A8 12 RCP MAIN LEVEL-AREA N2 M3.13 HYDRONIC PIPING PLAN UPPER LEVEL SOUTH EL2.23 LIGHTING PLAN LOWER LEVEL AREA Si - JURISDICTION: CITY OF TIGARD 9. PROVIDE INTERMEDIATE ROD AND SHELF SUPPORTS FOR SPANS EXCEEDING 36". ESC0.0 EROSION AND SEDIMENT CONTROL COVER COMPOSITE EL2.24 LIGHTING PLAN LOWER LEVEL-AREA S2 FIRE DISTRICT: TUALATIN VALLEY FIRE& RESCUE SHEET A8.21 RCP UPPER LEVEL-AREA N1 M3.14 HYDRON1C PIPING PLAN UPPER LEVEL NORTH EL2.25 LIGHTING PLAN MAIN LEVEL AREA S1 + UPPER REVISIONS DATE SEWER DISTRICT: TIGARD SEWER 10. INSTALL OUTLETS, SWITCHES AND OTHER RECESSED ITEMS AT FIRE RATED WALLS IN ESC0.1 EROSION AND SEDIMENT CONTROL NOTES A8.22 RCP UPPER LEVEL-AREA N2 COMPOSITE DETAIL REFERENCE LEVEL AREA SI WATER DISTRICT: TIGARD WATER ACCORDANCE WITH I.B.C. ESC0.2 CONSTRUCTION PHASING PLAN A8.41 RCP LOWER LEVEL-AREA S1 M3.15 HYDRONIC PIPING ROOF PLAN COMPOSITE EL2.26 LIGHTING PLAN UPPER LEVEL-AREA S2 Detail ID DOOR NUMBER ESC1.0 CLEARING, DEMOLITION AND MASS GRADING A8 42 RCP LOWER LEVEL AREA S2 M4.13 HYDRONIC PIPING PLAN MAIN LEVEL AREA Ni 3 CODES: CITY OF TIGARD MUNICIPAL CODE 11. INSTALL GYPSUM BOARD, OR OTHER SHEATHING OR BACKER BOARD AS SCHEDULED OR EL2.32 LIGHTING PLAN MAIN LEVEL AREA El 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC)* INDICATED, ON BOTH SIDES OF WALL FRAMING UNINTERRUPTED FROM FLOOR TO UNDERSIDE OF ESC PLAN-NORTHWEST A8 51 RCP MAIN LEVEL AREA S1 &UPPER AUX M4.14 HYDRONIC PIPING PLAN MAIN LEVEL AREA N2 MDF.E01 BASIS OF DESIGN AND NOTES N A9'� 2014 OREGON PLUMBING SPECIALTY CODE ORSC ESC1.1 CLEARING, DEMOLITION AND MASS GRADING A8.52 RCP MAIN LEVEL-AREA S2 M4,15 HYDRONIC PIPING PLAN UPPER LEVEL AREA N1 (ORSC) FLOOR OR ROOF DECK, UNLESS NOTED OTHERWISE. MDF.E03 MECH&PLUMB EQUIP CONN&LUMINAIRE N2 N1 Sheet Number T 2014 OREGON MECHANICAL SPECIALTY CODE(GMSC) ESC PLAN SOUTH A8.71 RCP MAIN LEVEL AREA El M4.16 HYDRONIC PIPING PLAN UPPER LEVEL AREA N2 SCHEDULES N 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) 12.ATTACH PIPING IN SOUND RATED WALLS WITH VIBRATION ISOLATORS. ISOLATE PIPING IN ESC1.2 CLEARING, DEMOLITION AND MASS GRADING A9.01 EXTERIOR WALL TYPE SCHEDULE M4.17 HYDRONIC PIPING ROOF PLAN-AREA N1 MDF.E11 ELECTRICAL PLANS-DEMOLITION OR 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) CONTACT WITH CONSTRUCTION. ESC PLAN EAST A9.02 INTERIOR WALL TYPE SCHEDULE M4.18 HYDRONIC PIPING ROOF PLAN-AREA N2 MDF.E20 ELECTRICAL PLANS-LOWER LEVEL 1 2014 OREGON FIRE CODE(OFC) ESC2.0 GRADING.STREET.AND UTILITY CONSTRUCTION J A101 ICC ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 13. MOUNT ELECTRICAL WIRING DEVICES AND MECHANICAL TEMPERATURE SENSORS AT HEIGHTS ESC PLAN-NORTHWEST A9.03 ROOF,CEILING, &FLOOR TYPES SCHEDULE M423 HYDRONIC PIPING PLAN LOWER LEVEL AREA S1 MDF.E21 ELECTRICAL PLANS MAIN LEVEL 2010 OREGON SOLAR INSTALLATION SPECIALTY CODE(OS1SC) PER SPECIFICATIONS. VERIFY SWITCH, OUTLET AND OTHER DEVICE HEIGHTS TO CLEAR ESC2.1 GRADING.STREET,AND UTILITY CONSTRUCTION A9.31 DOOR SCHEDULE M4.24 HYDRONIC PIPING PLAN LOWER LEVEL-AREA 52 MDF.E22 ELECTRICAL PLANS-UPPER LEVEL 1 ROOF S1 El Ft-) CASEWORK, RADIATORS AND WALL MOUNTED ITEMS, INCLUDING BACK SPLASHES. ESC PLAN SOUTH A9.32 DOOR, FRAME, RELITE TYPES, RELITE SCHEDULE M4.25 HYDRONIC PIPING PLAN MAIN LEVEL-AREA Si + MDF.E51 SINGLE LINE DIAGRAM AND PANEL SCHEDULES E2 RELITE NUMBER ESC2.2 GRADING, STREET,AND UTILITY CONSTRUCTION & DETAILS UPPER LEVEL AREA Si PROPOSED USE: EDUCATIONAL 9TH-12TH GRADE 14. ISOLATE AND OFFSET OUTLETS ONE STUD SPACE MINIMUM AT SOUND RATED WALLS TO ESC PLAN-EAST A9.41 INTERIOR DOOR&RELITE DETAILS M4.26 HYDRONIC PIPING PLAN UPPER LEVEL-AREA 52 AV SHEETS L. PREVENT SOUND TRANSMISSION. A9.51 INTERIOR DETAILS M4.27 HYDRONIC PIPING ROOF PLAN AREA Si- J R241 2 OCCUPANCY: GROUP E ESC3.0 EROSION AND SEDIMENT CONTROL DETAILS AV0.01 AV LEGEN, NOTES,AND TYPICALS S2 f I 15. COORDINATE SIZES AND LOCATIONS OF OPENINGS AND ROUGH INS FOR MECHANICAL, A9.52 INTERIOR DETAILS M4.28 HYDRONIC PIPING ROOF PLAN-AREA 82 AV1.01 AV BLOCK DIAGRAMS 1 TYPE OF CONSTRUCTION: PROPOSED: TYPE Il-B&TYPE V-A ELECTRICAL AND OTHER EQUIPMENT WITH RELATED SUB-CONTRACTORS,AND SHOP DRAWINGS ARCHITECTURAL SHEETS A9.71 CEILING DETAILS M4.32 HYDRONIC PIPING PLAN MAIN LEVEL-AREA El AV1.02 AV BLOCK DIAGRAMS 2 EXISTING TYPE II-B, TYPE V-N WITH SPRINKLERS,&TYPE V-1 HR BUILDINGS APPROVED BY THE ARCHITECT, BEFORE PROCEEDING WITH THE WORK. A1.11 COMPOSITE FLOOR PLAN LOWER LEVEL A9.81 CASEWORK TYPES AND DETAILS M4.33 HYDRONIC PIPING ROOF PLAN-AREA El AV1.03 AV SIGHTLINE PLANS EXISTING-TO-REMAIN A1.12 COMPOSITE FLOOR PLAN MAIN LEVEL A9.82 CASEWORK DETAILS M4.41 HYDRONIC PIPING AUDITORIUM AREA E2 AV1.04 AV SIGHTLINE SECTIONS TIGARD TUALATIN SCHOOL DISTRICT 16. VERIFY SIZES AND LOCATIONS OF MECHANICAL AND ELECTRICAL EQUIPMENT PADS, CURBS, Ai 13 COMPOSITE FLOOR PLAN UPPER LEVEL SOUTH A9.83 CASEWORK DETAILS M5.01 MECHANICAL SYSTEM SECTION VIEWS AV1.05 AV DETAILS INTERIOR ELEVATION CASEWORK INDICATOR ALL BUILDINGS FULLY SPRINKLERED AND FIRE ALARMS INSTALLED BASES, POWER, WATER AND DRAIN INSTALLATION WITH EQUIPMENT MANUFACTURERS BEFORE PROCEEDING WITH THE WORK. PROVIDE AND INSTALL SEISMIC BRACING& FASTENING IN A1.14 COMPOSITE FLOOR PLAN UPPER LEVEL NORTH A10 11 FINISH FLOOR PLAN MAIN LEVEL AREA Ni M5.02 AUX GYM SECTIONS AV1.06 AV SIGHTLINE SECTIONS ii ARD I-I Elevation ID A10.12 FINISH FLOOR PLAN MAIN LEVEL-AREA N2 M6.01 ENLARGED PLANSG H1A/r ACCORDANCE WITH CODE REQUIREMENTS. A1.15 COMPOSITE ROOF PLAN A10.21 FINISH FLOOR PLAN UPPER LEVEL AREA N1 M7.01 HEATING WATER PIPING SCHEMATIC DIAGRAM AV1.07 AV DETAILSV A2.13 FLOOR PLAN MAIN LEVEL-AREA Ni AV2.05 AV PLAN, LOWER LEVEL,ZONE S2 17. COORDINATE EXACT LOCATION OF CONDUIT, PLUMBING AND PIPING WITH ELECTRICAL AND A2.13D DIMENSION FLOOR PLAN MAIN LEVEL-AREA N1 A10.22 FINISH FLOOR PLAN UPPER LEVEL-AREA N2 M8.00 CONTROLS-SCHEMATICS AV2.11 AV PLAN, MAIN LEVEL,ZONE N2 S H^O1D A101 1BMECHANICAL SUBCONTRACTORS. A2.14 FLOOR PLAN MAIN LEVEL-AREA N2 A10.41 FINISH FLOOR PLAN LOWER LEVEL-AREA S1 M8.01 CONTROLS-SCHEMATICS AV2.12 AV PLAN, MAIN LEVEL,ZONE N1 V Sheet Number 18. EXIT DOORS: OPERABLE FROM INSIDE BUILDING WITHOUT USE OF KEY OR SPECIAL A2.14D DIMENSION FLOOR PLAN MAIN LEVEL-AREA N2 A10.42 FINISH FLOOR PLAN LOWER LEVEL-AREA S2 M9.01 MECHANICAL DETAILS AV2.13 AV PLAN, MAIN LEVEL,ZONE S1 A10.51 UPPERINISH FLOOR PLAN MAIN LEVEL AREA S1 + M9.02 MECHANICAL DETAILS MODERNIZATIOrs 1C KNOWLEDGE OR EFFORT. A2.15 FLOOR PLAN UPPER LEVEL-AREA N1 AV2.14 AV PLAN,MAIN LEVEL,ZONE E1 211H LEVEL AREA Si M9.03 MECHANICAL DETAILS A2.15D DIMENSION FLOOR PLAN UPPER LEVEL-AREA NiN1 AV2.15 AV PLAN, MAIN LEVEL,ZONE S2 19. EXIT SIGN LETTERS: SIX INCHES HIGH MINUMUM. CONFORM WITH APPLICABLE CODES, A2.16 FLOOR PLAN UPPER LEVEL-AREA N2 A10.52 FINISH FLOOR PLAN UPPER LEVEL-AREA S2 M9.04 MECHANICAL DETAILS AV2.21 AV PLAN, UPPER LEVEL,ZONE N2 A2.16D DIMENSION FLOOR PLAN UPPER LEVEL-AREA N2 A1Q 71 FINISH FLOOR PLAN MAIN LEVEL AREA El M9.05 MECHANICAL DETAILS AV2.22 AV PLAN, UPPER LEVEL,ZONE N1 20. FINISHES: IN FINISHED INTERIOR AREAS: NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. A10.81 FINISH SCHEDULE MAIN LEVEL M9.06 MECHANICAL DETAILS GRID LINES N NORTH ARROW UNLESS NOTED OTHERWISE, CONCEAL UTILITY LINES BEHIND FINISHED CONSTRUCTION UNLESS A2.17 ROOF PLAN-AREA Ni A10.82 FINISH SCHEDULE UPPER AND LOWER LEVELS M9.07 MECHANICAL DETAILS NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS OR APPROVED BY ARCHITECT. IF A2.18 ROOF PLAN-AREA N2 FOOD SERVICE SHEETS 9000 SW DURHAM RD. 91 SIGNAGE DETAILS AFOREMENTIONED WORK CANNOT BE CONCEALED WITHIN FINISHED CONSTRUCTION OF THE A2_23 FLOOR PLAN LOWER LEVEL-AREA Si A10. FS 100 SYMBOLS, NOTES,&INDEX TIGARD, OR. 97224 CP_O - A10.92 SIGNAGE SCHEDULE PLUMBING SHEETS '. CONTRACT DOCUMENTS THE CONTRACTOR SHALL PROVIDE& INSTALL FURRED&FINISHED A2.23D DIMENSION FLOOR PLAN LOWER LEVEL AREA FS 101 REFERENCE PLAN HORIZONTAL&VERTICAL CHASES TO MATCH ADJACENT FINISH TO CONCEAL WORK, COORDINATE S1 P0.00 PLUMBING LEGEND AND ABBREVIATIONS FS-102 EQUIPMENT FLOOR PLAN JOB NO: 16992.00 WITH ARCHITECT. A2.24 FLOOR PLAN LOWER LEVEL-AREA S2 STRUCTURAL SHEETS P0.01 SCHEDULES FS-201 EQUIPMENT SCHEDULE ISSUE DATE: June 19,2018 A2.24D DIMENSION FLOOR PLAN LOWER LEVEL-AREA S0.01 GENERAL STRUCTURAL NOTES PD1.10 DEMO PLAN-PLUMBING UNDERGROUND FS-202 EQUIPMENT SCHEDULE 21. OFFSET AND ADJUST FRAMING TO MAKE FINISHED SURFACES FLUSH AND TRUE TO LINE. S2 50.02 GENERAL STRUCTURAL NOTES(CONT.) PD1.11 DEMO PLAN-PLUMBING LOWER LEVEL Jurisdiction Stamp Area PARTITION INDICATOR EXIT SIGN FS-301 PLUMBING PLAN 22. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. A2.25 FLOOR PLAN MAIN LEVEL AREA S1 +UPPER S0.03 SYMBOLS&ABBREVIATIONS PD1.12 DEMO PLAN-PLUMBING MAIN LEVEL FS-401 ELECTRICAL PLAN I I LEVEL AREA SI S0 04 SPEICAL INSPECTION REQUIREMENTS PD1.14 DEMO PLAN PLUMBING ROOF FS 501 REFRIGERATION&CONDUIT PLAN 1.._..�Y_J 23. FIRE EXTINGUISHER CABINETS, EXIT SIGNS, FIRE ALARM AND FIRE PROTECTION SYSTEM A2.25D DIMENSION FLOOR PLAN MAIN LEVEL AREA S1 + S0.05 SPEICAL INSPECTION REQUIREMENTS(CONT.) P1.10 PLUMBING UNDERGROUND FLOOR PLAN FS-502 REFRIGERATION DETAILS Partition TypeCOMPONENTS SHALL BE LOCATED IN CONFORMANCE WITH KING COUNTY FIRE DEPARTMENT AND UPPER LEVEL AREA Si 51.10 COMPOSITE FOUNDATION PLAN LOWER LEVEL COMPOSITE FS 503 WALK IN DETAILS A31 OTHER REGULATORY REQUIREMENTS. A2.26 FLOOR PLAN UPPER LEVEL-AREA S2 S1.11 COMPOSITE FOUNDATION PLAN MAIN LEVEL P1.11 PLUMBING FLOOR PLANLOWER LEVEL FS-504 WALK-IN DETAILS A2.26D DIMENSION FLOOR PLAN UPPER LEVEL-AREA S2 S1.13 UCOMPOSITE UPPER AUX LEVEL FLOOR COMPOSITE FLOOR BOX 24. PROVIDE AND INSTALL FIRE-RESISTIVE JOINT SYSTEMS, FIRE BLOCKS, DRAFT STOPS,AND A2.27 ROOFPLAN AREA Si FRAMING PLAN P1.12 PLUMBING FLOOR PLAN MAIN LEVEL COMPOSITE FS-601 BUILDING WORKS&EXHAUST PLAN FIRESTOP SYSTEMS IN ACCORDANCE WITH I.B.C. A2.28 ROOF PLAN AREA S2 S1.14 COMPOSITE UPPER LEVEL FLOOR&ROOF P1.13 PLUMBING FLOOR PLAN UPPER LEVEL SOUTH FS-602 HOOD DETAILS j METALFS 603 HOOD DETAILS ) ( 25. FIRE PROTECTION: PROVIDE AUTOMATIC FIRE SUPPRESSION SPRINKLER SYSTEM A2.32 FLOOR PLAN MAIN LEVEL-AREA E1 FRAMING PIAN COMPOSITE SHELVING THROUGHOUT, IN ACCORDANCE WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES. A2.32D DIMENSION FLOOR PIAN MAIN LEVEL-AREA E1 S1.15 COMPOSITE UPPER ROOF FRAMING PLAN P1,14 PLUMBING FLOOR PLAN UPPER LEVEL NORTH FS-604 HOOD DETAILS A2.33 ROOF PLAN-AREA El S2.11 MAIN LEVEL FOUNDATION PLAN-AREA NI COMPOSITE FS-701 EQUIPMENT ELEVATIONS 26. SPRINKLER SYSTEM TO BE APPROVED BY CITY OF TIGARD FIRE DEPARTMENT AND OTHER A2.41 PHASE ONE TEMPORARY CONDITIONS-Ni S2.12 MAIN LEVEL FOUNDATION PLAN-AREA N2 P1.15 PLUMBING ROOF PLAN COMPOSITE FS-801 CONSTRUCTION DETAILS REGULATORY AGENCIES PRIOR TO INSTALLATION. OBTAIN ARCHITECTS APPROVAL OF FIRE PROJECT PROTECTION DRAWINGS PRIOR TO SUBMITTAL FOR FIRE DEPARTMENT REVIEW. A2 42 PHASE ONE TEMPORARY CONDITIONS-S2 52.21 UPPER LEVEL FLOOR&ROOF FRAMING PLAN- P2.11 PLUMBING UNDERGROUND-AREA N1 FS-802 CONSTRUCTION DETAILS A2.43 PHASE TWO TEMPORARY CONDITIONS-El AREA N1 P2.12 PLUMBING UNDERGROUND-AREA N2 FS-803 CONSTRUCTION DETAILS a27. RUN FIRE PROTECTION MAIN LINES AND INSPECTOR TEST LINES OUT BEYOND BUILDING LINES. A3.11 OVERALL BUILDING ELEVATIONS 52-22 UPPER LEVEL FLOOR&ROOF FRAMING PLAN P2.13 PLUMBING MAIN LEVEL-AREA N1 Grand total: 528 1-- INFORMATION rn DO NOT DRAIN WATER ACROSS SIDEWALK OR OTHER CONCRETE SURFACES. A3.12 BUILDING ELEVATIONS AREA N2 P2.14 PLUMBING MAIN LEVEL-AREA N2 w ,-- A3 13 BUILDING ELEVATIONS S2.31 UPPER ROOF FRAMING PLAN-AREA N1 P2.16 PLUMBING UPPER LEVEL-AREA N2 r � 28. PROVIDE DESIGN BUILD FIRE PROTECTION DRAWINGS AND ENGINEERING AS REQUIRED BY 52.32 UPPER ROOF FRAMING PLAN-AREA N21 'n A3.14 BUILDING ELEVATIONS P2.17 PLUMBING ROOF PLAN AREA NiN1 N CONSTRUCTION DOCUMENTS AND CITY OF TIGARD FIRE DEPARTMENT. S2.41 LOWER LEVEL FOUNDATION PLAN AREA 51 P2.18 PLUMBING ROOF PLAN AREA N2 r A3.15 BUILDING ELEVATIONS I- co 29. COORDINATE INSTALLATION OF FIRE PROTECTION SYSTEM WITH ARCHITECTURAL, A3.16 BUILDING ELEVATIONS S2.42 LOWER LEVEL FOUNDATION PLAN AREA S2 P2.21 PLUMBING UNDERGROUND AREA S1 S STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND OTHER WORK TO ENSURE NO CONFLICT A3.21 OVERALL BUILDING SECTIONS 52.51 MAIN LEVEL FDN. &UPPER AUX FLOOR FRAMING PLAN222 PLUMBING UNDERGROUND AREA S2 eNi G O ■ OAS A RESULT OF FIRE PROTECTION SYSTEM INSTALLATION. A3.22 OVERALL BUILDING SECTIONS P2.23 PLUMBING LOWER LEVEL-AREA S1 S2.52 -AREA SiS1 UPPER AUX LEVEL FRAMING PLAN LEVEL-AREA 30. CORNER GUARDS ARE SHOWN ON FINISH PLANS, A 10 SERIES. A4.11 WALL SECTIONS S2 P2.24 PLUMBING LOWER LEVEL AREA S2 W P2.25 PLUMBING MAIN LEVEL AREA S1 + UPPER LEVEL A4.12 WALL SECTIONS 0- 31. ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED THROUGH OREGON STATE. A4.13 WALL SECTIONS AREA S1 P2.26 PLUMBING UPPER LEVEL-AREA S2 ABBREVIATIONS HVAC LEGEND ANOTE:ND NOTOES FOR MOUNTINGEIGHTSIATIONS ARE APPLICABLE TO THIS PROJECT. REFER TO DETAILS HVAC DRAWING LIST AAV AUTOMATIC AIR VENT HWP HEATING WATER PUMP GENERAL VALVES & GAUGES DUCTWORK z Z btt ABV ABOVE HWR HEATING WATER RETURN X ISSUED AS PART OF THE DRAWING PACKAGE 0 p ?(� j o AC AIR CONDITIONING HWS HEATING WATER SUPPLY • ISSUED FOR REFERENCE ONLY a P c3 ACCEPT ACCEPTANCE HX HEAT EXCHANGER SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION o Z o z architects BALL VALVE n z a w O 2 m ACU AIR CONDITIONING UNIT HZ FREQUENCY(HERTZ) (ft � o - AD ACCESS DOOR ID INSIDE DIAMETER NEW WORK SOLENOID CONTROL VALVE A AD/AP ACCESS DOOR/ACCESS PANEL � 0_ - I- ADD ADDITION IN INCH(ES) SHEET � � �' *k *k � � (E) EXISTING WORK TO REMAIN f� ce ne o n n IX CC 721 NW 9TH Suite 350 I- AF AFTER FILTER INPLV INTEGRATED PART LOAD VALUE NUMBER SHEET NAME LL' LU o LLU LL' Ave, AFF ABOVE FINISHED FLOOR JB JUNCTION BOX PRESSURE AND TEMP. RELIEF VALVE I f a a S a a a Portland, Oregon 97209 (D) EXISTING WORK TO BE REMOVED I I I I ? FLEXIBLE CONNECTION 9 AFMS AIR FLOW MEASURING STATION KW KILOWATT T (206) 340 9500 F (206) 340 9519 AFUE ANNUAL FUEL UTILIZATION EFFICIENCY KWH KILOWATT HOUR BUTTERFLY VALVE , AG AIR GAP L LENGTH (F) FUTURE WORK p )) FLEXIBLE DUCT RUNOUT TO DIFFUSER M0.00 MECHANICAL LEGEND AND ABBREVIATIONS X X X X X AHJ AUTHORITY HAVING JURISDICTION LAT LEAVING AIR TEMPERATURE V MOTORIZED BUTTERFLY VALVE M0.1 BASIS OF DESIGN X X AHU AIR HANDLING UNIT LBS POUNDS �(RL)� RELOCATE EXISTING 1 I 12x6 RECTANGULAR DUCT SIZE M0,02 SCHEDULES X X X CIVIL ENGINEER & LANDSCAPE GATE VALVE (WIDTH x DEPTH IN INCHES) Cardno AMB AMBIENT LDB LEAVING DRY BULB pQ I M0.03 SCHEDULES X X X CENTER LINE A AMPERE LF LINEAR FEET 6720 SW Macadam Ave Suite 200, AP ACCESS PANEL LP LOW PRESSURESPOINTOF CONNECTION OR KV BALANCING VALVE 180 ROUND DUCT SIZE M0.04 SCHEDULES X X Portland, OR 97219 M0.05 SCHEDULES X T(503)-419-2500 APPROX APPROXIMATELY LPC LOW PRESSURE CONDENSATE POINT OF DISCONNECTION ANGLE GATE VALVE (DIAMETER IN INCHES) ARCH ARCHITECT LPS LOW PRESSURE STEAM M0.06 SCHEDULES X ARI AMERICAN REFIRGERATION INSTITUTE LWB LEAVING WET BULB Aft 24x120 OVAL DUCT SIZE M0.07 SCHEDULES X STRUCTURAL ENGINEERineers DETAIL 1, DRAWING M 1 GLOBE VALVE (WIDTH x DEPTH IN INCHES) DEMO PLANS Catena En AS AIR SEPARATOR LWT LEAVING WATER TEMPERATUREMir Alg AUTO AUTOMATIC M MOTOR1500 NE Irving St, Suite 412 ANGLE GLOBE VALVE MD1.10 DEMO PLAN- HVAC UNDERGROUND X X X X Portland, OR 97232 AUX AUXILIARY MA MIXED AIR DUCT THROUGH BEAM PENETRATION MD1.11 DEMO PLAN-MECHANICAL LOWER LEVEL X • X T(503)-467-4980 B BOILER MAD MIXED AIR DAMPER A CHECK VALVE MD1.12 DEMO PLAN- MECHANICAL MAIN LEVEL X X BAS BUILDING MANAGEMENT SYSTEM MAX MAXIMUM NW ER MECHANICAL ELECTRICAL & SECTION A, DRAWING M 1 MD1.13 DEMO PLAN-MECHANICAL UPPER LEVEL X X BDD BACKDRAFT DAMPER MBH THOUSAND BTU PER HOUR V y I H I I I DUCT OFFSET(RISE OR DROP) PLUMBING ENGINEER BEL BELOW MC MECHANICAL CONTRACTOR I I 2 WAY CONTROL VALVE 1 MD1.14 DEMO PLAN-MECHANICAL ROOF X X BHP BRAKE HORSEPOWER MCA MINIMUM CIRCUIT AMPACITY [VD Glumac M3-WAY CONTROL VALVE RVD VOLUME DAMPER OR REMOTE VOLUME DAMPER MD1.16 DEMO PLAN -MECHANICAL AUDITORIUM PLAN X X 900 SW Fifth Ave., Suite 1600 BOD BOTTOM OF DUCT MCC MOTORIZED CONTROL CENTER COMPOSITE HVAC PLANS Portland, OR 97204 / BOP BOTTOM OF PIPE MD MOTORIZED DAMPERAlk (i) NON-SLAM WAFER CHECK VALVE FD SD RFSDi FIRE, SMOKE OR FIRE/SMOKE DAMPER M1.11 HVAC LOWER LEVEL FLOOR PLAN COMPOSITE X X T(503)-227-5280 BFP BACKFLOW PREVENTER MECH MECHANICAL ELEVATION 1 DRAWING M-1 BSMT BASEMENT MERV MINIMUM EFFICIENCY RATING VALUE H SUPPLY DUCT UP M1.12 HVAC MAIN LEVEL FLOOR PLAN COMPOSITE X X FOOD SERVICE CONSULTANT BTU BRITISH THERMAL UNIT MFR MANUFACTURER PRESSURE REDUCING VALVE(PRV) M1.13 HVAC UPPER LEVEL SOUTH FLOOR PLAN COMPOSITE X x Webb Foodservice Design BTUH BTU PER HOUR MIN MINIMUM ® �.-x.� `? SUPPLY DUCT DOWN M1.14 HVAC UPPER LEVEL NORTH FLOOR PLAN COMPOSITE X X 3700 SE Lafayette Ct. BV BALL VALVE OR BALANCING VALVE MOCP MINIMUM OVER CURRENT PROTECTION RISER IDENTIFICATION DIAPHRAGM VALVE Portland, OR 97202 EXHAUST#1 M1.15 HVAC ROOF PLAN COMPOSITE X X T{503)-236-8566 BYV BUTTERFLY VALVE MPC MEDIUM PRESSURE CONDENSATE LOCK SHIELD VALVE IA EXHAUST DUCT UP NORTH SECTOR HVAC PLANS C COMMON, CONDENSATE OR CONDUIT MPS MEDIUM PRESSURE STEAM EQUIPMENT IDENTIFICATION M2.13 HVAC MAIN LEVEL-AREA N1 X X ACOUSTIC &AV CONSULTANT CA CONTROL AIR MV MANUAL AIR VENT HP CII 1.- I jr EXHAUST DUCT DOWN HEAT PUMP UNIT#1 NEEDLE VALVE CAP CAPACITY (N) NEW 1M2.14 HVAC MAIN LEVEL -AREA N2 X X The Greenbusch Group CAV CONSTANT AIR VOLUME N/A NOT APPLICABLE u jr RETURN DUCT UP M2.15 HVAC UPPER LEVEL-AREA N1 X X 1900 W. 201 CB CHILLED BEAM NC NORMALLY CLOSED I 1 > QUICK OPENING VALVE M2,16 HVAC UPPER LEVEL-AREA N2 X X Seattle,WA 98119 t., Suite CC COOLING COIL OR CONTROLS CONTRACTOR NIC NOT IN CONTRACT KITCHEN EQUIPMENT TAG [-- I jr RETURN DUCT DOWN T 206 378-0569 CEG CEILING EXHAUST GRILLE NO NORMALLY OPEN OR NUMBER VENTURI FLOW METER M2.17 HVAC ROOF PLAN AREA N1 X X CER CEILING EXHAUST REGISTER NOM NOMINAL 0 # KEYED NOTE 0 PRESSURE GAUGE H CROSS SECTION OF SUPPLY DUCT M2.18 HVAC ROOF PLAN-AREA N2 X X COST CONSULTANT CFF CAP FOR FUTURE NPSH NET POSITIVE SUCTION HEAD 150 SOUTH SECTOR HVAC PLANS Construction Focus CFM CUBIC FEET PER MINUTE NTS NOT TO SCALE DIRECTION OF TRANSFER AIRFLOW(150 CFM) PRESS. GAUGE WITH COCK AND SNUBBER CROSS SECTION OF EXHAUST AIR DUCT M2.23 HVAC LOWER LEVEL-AREA S1 X X 740 Almaden St. CFS CUBIC FEET PER SECOND OA OUTSIDE AIR M2.24 HVAC LOWER LEVEL-AREA S2 X X Eugene, OR 97402 78°F 78 DEGREES FAHRENHEIT THERMOMETER 0 T 541-686-2031 CHWP CHILLED WATER PUMP OAD OUTSIDE AIR DAMPER CROSS SECTION OF RETURN AIR DUCT M2.25 HVAC MAIN LEVEL AREA Si + UPPER LEVEL AREA Si X X CHWR CHILLED WATER RETURN OAT OUTSIDE AIR TEMPERATURE PIPING HYDRONIC M2.26 HVAC UPPER LEVEL-AREA 52 X X CHWS CHILLED WATER SUPPLY OBD OPPOSED BLADE DAMPER 0 CROSS SECTION OF ROUND DUCT CH CHILLER OC ON CENTER M2.27 HVAC ROOF PLAN-AREA Si X X EXPIRES: 12/31/19 CHV CHECK VALVE OD OUTSIDE DAMPER SYMBOL DESCRIPTION SYMBOL DESCRIPTION t DUCT ELBOW WITH TURNING VANES M2.28 HVAC ROOF PLAN-AREA S2 X X �, PROF CL CENTERLINE OFCI OWNER FURNISHED CONTRACTOR INSTALLED EAST SECTOR HVAC PLANS �� G t NE-:?...., CLG CEILING OF01 OWNER FURNISHED OWNER INSTALLED - DIRECTION OF SLOPE HWS HEATING WATER SUPPLY -� M2.32 'HVAC MAIN LEVEL-AREA E1 X I X 9/01'06�P �y CO CLEANOUT OPER OPERATING DIRECTION OF FLOW HWR HEATING WATER RETURN M2.33 HVAC ROOF PLAN-AREA E1 X I X -� COL COLUMN OV OUTLET VELOCITY COMP COMPRESSOR P PUMP OR PRESSURE OR POLE SMOOTH RADIUS DUCT ELBOW WITHOUT TURNING COMPOSITE ZONING PLANS aREcar CONC CONCRETE PC PUMPED CONDENSATE 0 PIPE UP(OR UP&DOWN WITH NOTATION) VANES MZ1.11 MECHANICAL SYSTEMS LOWER LEVEL COMPOSITE X X ,psy'�'�-R 5.,ti,G COND CONDENSATE PD PRESSURE DROP PIPE DOWN CONTROLS0 MZ1.12 MECHANICAL SYSTEMS MAIN LEVEL COMPOSITE X _ X Uq M, CN CONN CONNECTION PF PREFILTER ' CONICAL BRANCH FITTING MZ1.14 MECHANICAL SYSTEMS UPPER LEVEL NORTH COMPOSITE X X CONT CONTINUATION PG PIPE GUIDE OR PRESSURE GAUGE PIPE DROP/PPE RISE SYMBOL DESCRIPTION 7--1 j NORTH SECTOR ZONING PLANS °' CONTR CONTRACTOR PH PHASE(ELECTRICAL) 1 © TEMPERATURE SENSOR MZ2.13 MECHANICAL MAIN LEVEL-AREA Ni X X COP COEFFICIENT OF PERFORMANCE PHC PREHEAT COIL r TOP CONNECTION - BRANCH LINE 45 DEGREE BOOT LO-LOSS BRANCH FITTING MZ2.14 MECHANICAL MAIN LEVEL AREA N2 X X CP CONTROL PANEL OR CONDENSATE PUMP PLBG PLUMBING 10 THERMOSTAT OR THERMOMETER CR CONDENSATE RETURN POC POINT OF CONNECTION BOTTOM CONNECTION- BRANCH LINE w i4. MZ2.15 MECHANICAL UPPER LEVEL-AREA Ni X X CRG CEILING RETURN GRILLE POD POINT OF DISCONNECTION ( ° CARBON DIOXIDE SENSOR WYE BRANCH FITTING MZ2.16 MECHANICAL UPPER LEVEL-AREA N2 X X CRR CEILING RETURN REGISTER PRESS PRESSURE )( PIPE ANCHOR 0 ' - SOUTH SECTOR ZONING PLANS CSD CEILING SUPPLY DIFFUSER PRV PRESSURE REDUCING VALVE 0 ® OCCUPANCY SENSOR 12x6 ACOUSTICAL LINING DUCT Lu __ MZ2.23 MECHANICAL LOWER LEVEL-AREA Si X X CTE CONNECT TO EXISTING PS PRESSURE SENSOR c TEE UP z (DIMENSION IS INSIDE DIMENSION) MZ2.24 MECHANICAL LOWER LEVEL-AREA S2 X X CUFT CUBIC FEET PSI POUNDS PER SQUARE INCH o HUMIDITY SENSOR OR HUMIDISTATjr CUIN CUBIC INCHES PSIA PSI ABSOLUTE s TEE DOWN MOTORIZED DAMPER INSIDE DUCT MZ2.25 MECHANICAL MAIN LEVEL AREA Si + UPPER LEVEL AREA Si X X CV CONSTANT VOLUME OR CONTROL VALVE PSIG PSI GAUGE Q STATIC PRESSURE SENSOR M MZ2.26 MECHANICAL UPPER LEVEL-AREA S2 X X CW COLD WATER QTY QUANTITY i� STRAINER r TRANSFER DUCT(WITH LINER) EAST SECTOR ZONING PLANS CWP CONDENSER WATER PUMP R RISERS, RELOCATE OR RISE �~ REFRIGERANT SENSOR i - - TAG NECK SIZE CFM MZ2.32 MECHANICAL MAIN LEVEL-AREA El I I X I X CWR CONDENSER WATER RETURN RA RETURN AIR STRAINER WITH BLOW OFF 0COMPSOITE PIPING PLAN CWS CONDENSER WATER SUPPLY RAD RETURN AIR DAMPER CARBON MONOXIDE SENSOR D DROP OR DRAIN RD REFRIGERANT DISCHARGE OR ROOF DRAIN 15 INLINE PUMP INDICATES 8'11"TO BOTTOM OF DUCT M3.10 PIPING PLAN UNDERGROUND COMPOSITE X X X • DBT DRY BULB TEMPERATURE REF ROOFTOP EXHAUST FANI O HYDROGEN SENSOR 8' 11" BOD M3.11 HYDRONIC PIPING PLAN LOWER LEVEL COMPOSITE X X DDC DIRECT DIGITAL CONTROL REFRIG REFRIGERATION 2 BASE MOUNTED PUMP DSD M3.12 HYDRONIC PIPING PLAN MAIN LEVEL COMPOSITE X X DEFL DEFLECTION REJ REJECTION DUCT SMOKE DETECTOR RECTANGULAR OR ROUND SUPPLY DIFFUSER M3.13 HYDRONIC PIPING UPPER LEVEL SOUTH COMPOSITE X X DIA DIAMETER REQ'D REQUIRED T TEST TAP(PETE'S PLUG) fS x TAG NECK SIZE-CFM OR REGISTER(SEE SCHEDULE).4-WAY THROW M3.14 HYDRONIC PIPING PLAN UPPER LEVEL NORTH COMPOSITE X X DIFF DIFFERENCE REV REVISE, REVISION OR REVOLUTIONS TEMPERATURE SENSOR UNLESS INDICATED OTHERWISE. EXAMPLE: DN DOWN RF RETURN FAN 8812X12-400 REFERS TO TAG SB WITH M3.15 HYDRONIC PIPING ROOF PLAN COMPOSITE X DP DIFFERENTIAL PRESSURE RH RELATIVE HUMIDITY MANUAL AIR VENT NORTH SECTOR PIPING PLAN STATIC PRESSURE SENSOR 12"X12" NECK AND 400 CFM DPI DEW POINT TEMPERATURE RHC REHEAT COIL AUTOMATIC AIR VENT w PS M4.13 HYDRONIC PIPING MAIN LEVEL-AREA N1 • X X DSD DUCT SMOKE DETECTOR RHT RADIANT HEATER Lu PRESSURE SENSOR OR SWITCH X TAG NECK SIZE-CFM RECTANGULAR OR ROUND EXHAUST GRILLE OR M4.14 HYDRONIC PIPING MAIN LEVEL-AREA N2 • X X DV DIAPHRAGM VALVE RM ROOM VACUUM BREAKER o DPS REGISTER(SEE SCHEDULE) M4.15 HYDRONIC PIPING UPPER LEVEL-AREA N1 X X DWG(S) DRAWINGS(S) RPM REVOLUTIONS PER MINUTE I 0 DIFFERENTIAL PRESSURE SENSOR M4.16 HYDRONIC PIPING UPPER LEVEL-AREA N2 X X J DX DIRECT EXPANSION RS REFRIGERANT SUCTION VENT THRU ROOF z IAFMS TAG NECK SIZE-CFM RECTANGULAR OR ROUND RETURN GRILLE OR M4.17 HYDRONIC PIPING ROOF PLAN AREA Ni X X (E) EXISTING RTU ROOFTOP UNIT o AIR FLOW MONITORING STATION REGISTER(SEE SCHEDULE) EA EXHAUST AIR OR EACH S SUPPLY OR SLOPE PIPE GUIDE ci M4.18 HYDRONIC PIPING ROOF PLAN-AREA N2 X X EAD EXHAUST AIR DAMPER SA SUPPLY AIR w FS HUMIDITY SENSOR 5 II > TAG NECK SIZE CFM WALL SUPPLY GRILLE OR REGISTER(SEE SCHEDULE) SOUTH SECTOR PIPING PLAN EAT ENTERING AIR TEMPERATURE SCFM CFM, STANDARD CONDITIONS I I cn M4.23 HYDRONIC PIPING LOWER LEVEL AREA S1 • X X EXPANSION JOINT EC ELECTRICAL CONTRACTOR SD SMOKE DAMPER w FLOW SENSOR OR SWITCH WALL RETURN OR EXHAUST GRILLE OR REGISTER(SEE M4.24 HYDRONIC PIPING LOWER LEVEL AREA S2 • X X ECON ECONOMIZER SEER SEASONAL ENERGY EFFICIENCY RATING ® FLEXIBLE CONNECTOR z N IIS TAG NECK SIZE CFM IA EDB ENTERING DRY BULB TEMPERATURE SEN SENSIBLE w FLOW METER SCHEDULE) M4.25 HYDRONIC PIPING MAIN LEVEL AREA 51 + UPPER LEVEL AREA • X X REVISIONS DATE III CS 1!1111/j SI EWT ENTERING WATER TEMPERATURE SF SUPPLY FAN OR SQUARE FEET UNION _! LINEAR SLOT DIFFUSER(SEE SCHEDULE FOR NUMBER EER ENERGY EFFICIENCY RATING SHC SQUARE HEAD COCK o CURRENT SENSOR OF SLOTS). 2-WAY THROW UNLESS NOTED M4.26 HYDRONIC PIPING UPPER LEVEL-AREA S2 X X EF EXHAUST FAN SIU SPLIT INDOOR UNIT I CAPPED OR PLUGGED TEE w I Iv'1y OTHERWISE. EXAMPLES: SN10-48-250 REFERS TO TAG M4.27 .HYDRONIC PIPING ROOF PLAN-AREA Si X X EFF EFFICIENCY SOU SPLIT OUTDOOR UNIT TAG NECK SIZE-LENGTH-CFM MOTOR SN WITH 10" ROUND NECK,48" SLOT LENGTH AND 250 M4.28 HYDRONIC PIPING ROOF PLAN-AREA 32 X X EJ EXPANSION JOINT SP STATIC PRESSURE I A CFM. BLIND FLANGE, CAPEAST SECTOR PIPING PLAN EL ELEVATION SPD SPLITTER DAMPER CI M ACTUATOR P - - - - 1 M4.32 HYDRONIC PIPING MAIN LEVEL-AREA El • X X ELEC ELECTRICAL SPEC SPECIFICATIONS I CONCENTRIC REDUCER VARIABLE AIR VOLUME TERMINAL UNIT M4.33 HYDRONIC PIPING ROOF PLAN AREA El X X EQUIP EQUIPMENT SQ IN SQUARE INCH HYDROGEN MONITOR p = ESP EXTERNAL STATIC PRESSURE ST STRAINER OR SOUND TRAP I 1 EXPANSION LOOP r RM VARIABLE AIR VOLUME TERMINAL UNIT W/REHEAT M4.41 HYDRONIC PIPING AUDITORIUM-AREA E2 X X ET EXPANSION TANK STD STANDARD Di Al REFRIGERANT MONITOR EWB ENTERING WET BULB TEMPERATURE STRUCT STRUCTURAL VALVE ON RISE AO M5.01 MECHANICAL SYSTEM SECTION VIEWS X EXH EXHAUST SV STEAM VENT 6" ANALOG INPUT M5.02 AUX GYM SECTIONS X EXT EXTERNAL T THERMOSTAT OR THERMOMETER PIPE SIZE(DIAMETER IN INCHES) DDO ANALOG OUTPUT F FAHRENHEIT TCP TEMPERATURE CONTROL PANEL DIGITAL INPUT FPB FAN POWERED BOX TDH TOTAL DYNAMIC HEAD BAS DIGITAL OUTPUT M6.01 ENLARGED PLANS X I X FC FLEXIBLE CONNECTION OR FAIL CLOSED TEMP TEMPERATURE PI BUILDING AUTOMATION SYSTEM I M6.02 ENLARGED PLANS FCU FAN COIL UNIT TI TENANT IMPROVEMENT PULSING INPUT TIGARD TUALATIN SCHOOL DISTRICT FD FIRE DAMPER TRG TRANSFER GRILLE M7.01 HEATING WATER PIPING SCHEMATIC DIAGRAM X X FF FINAL FILTER OR FINISHED FLOOR TS TEMPERATURE SENSOR TI GA R D H I G H FLR FLOOR TSP TOTAL STATIC PRESSURE MISCELLANEOUS FO FAIL OPEN TT TEST TAP OR TEST TEE M8.00 CONTROLS SCHEMATICS X X FPI FINS PER INCH TXV THERMAL EXPANSION VALVE M8.01 CONTROL-SCHEMATICS X X S C H 00 L FPM FEET PER MINUTE (TYP) TYPICAL SYMBOL DESCRIPTION M8.02 CONTROL DETAILS FPS FEET PER SECOND U HEAT TRANSFER COEFFICIENT no REFRIGERANT DISCHARGE M8.03 CONTROLS-SEQUENCES OF OPERATION M 0 D E R N I ZAT I 0 N FSD FIRE/SMOKE DAMPER UC UNDER CUT DOOR FT FOOT OR FEET UG UNDERGROUND RS REFRIGERANT SUCTION M9.01 MECHANICAL DETAILS X X X G GAS UH UNIT HEATER GA GAUGE, GAGE UON UNLESS OTHERWISE NOTED PNEUMATIC CONTROL VALVE M9.02 MECHANICAL DETAILS X X X GAL GALLONS V VENT OR VOLUME OR VELOCITY M9.03 MECHANICAL DETAILS X X GALV GLAVANIZED VAV VARIABLE AIR VOLUME a AIR LINE M9.04 MECHANICAL DETAILS X X 9000 SW DURHAM RD. GC GAS COCK OR GENERAL CONTRACTOR VB VACUUM BREAKER M9.05 MECHANICAL DETAILS X X TIGARD, OR. 97224 GLV GLOBE VALVE BD VOLUME DAMPER 51 ST SOUND TRAP M9.06 MECHANICAL DETAILS X X JOB N0: 16992.00 GN GENERAL NOTE VEL VELOCITY GPM GALLONS PER MINUTE VERT VERTICAL /-f/ CC COOLING COIL M9.07 MECHANICAL DETAILS X X X ISSUE DATE: 06/19/2018 GND GROUND VFD VARIABLE FREQUENCY DRIVE MDF ��/ HC MDF.M1 I HVAC- MDF PLANS X Jurisdiction Stamp Area GV GATE VALVE VFM VENTURI FLOW METER HEATING COIL I H HEIGHT VOL VOLUME RHT HB HOSE BIBB VTR VENT THROUGH ROOF RADIANT HEATER HO HEATING COIL W WASTE OR WIDTH OR WATTS �� BHT HD HEAD W/ WITH BASEBOARD HEATER HOR HORIZONTAL W/O WITHOUT l/ff HP HIGH PRESSURE WB WET BULB TEMPERATURE CB CHILLED BEAM HP HORSEPOWER WC WATER COLUMN1::::::1 HP HEAT PUMP WEG WALL EXHAUST GRILLE THRUST BLOCK HPC HIGH PRESSURE CONDENSATE WG WATER GAUGE HPS HIGH PRESSURE STEAM WP WORKING PRESSURE HR HOUR(S) WPD WATER PRESSURE DROP HRU HEAT RECOVERY UNIT WRR WALL RETURN REGISTER MECHANICAL HS HUMIDITY SENSOR WSHP WATER-SOURCE HEAT PUMP HTR HEATER WSR WALL SUPPLY REGISTER I- LEGEND AND HV HOSE VALVE WT WEIGHT UJ n HVAC HEATING,VENTILATING AND AIR CONDITIONING XFMR TRANSFORMER cABBREVIATIONS HW HEATING WATER Z ZONE ZD ZONE DAMPER 2 Ct W Mo . 00 - - E - c. a J c J 0 J - - � - - • • • • O • • a a a • • • • • • a - J bàsttiiJ architects 4 C 7 C 7 _ 7 _ • _ 721 NW 9TH Ave, Suite 350 MECHANICAL ALTERNATES MECHANICAL BASIS OF DESIGN Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 I. BUILDING ENVELOPE CIVIL ENGINEER& LANDSCAPE A. THIS PROJECT CONSISTS OF PREDOMINATELY A NEW ADDITION TO TIGARD HIGH SCHOOL ALTHOUGH THE 1. COMPLIANCE WITH OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC)2014 A. NATURAL VENTILATION(MIXED MODE)IN COMMONS: MECHANICAL SYSTEMS SERVING EXISTING AREAS TO REMAIN ARE IN PLAY AS WELL. THE NEW ADDITION SCOPE J. INTERNAL HEAT GAINS Cardno a. THIS DESIGN FEATURE WILL SUPPORT IMPROVED INDOOR ENVIRONMENTAL QUALITY,ENERGY SAVINGS AND A CONSISTS OF APPROXIMATELY 150,000 SQ.FT.OF NUMEROUS SPACES WITH VARIOUS FUNCTION INCLUDING BUT 1. LIGHTING: 6720 SW Macadam Ave Suite 200, LEARNING OPPORTUNITY FOR STUDENTS/FACULTY. DESIGN CONSISTS OF THE FOLLOWING: Portland,OR 97219 PENTHOUSE ASSEMBLIES ON THE ROOF WITH 1 MOTORIZED DAMPERS. DAMPERS WILL NOT LIMITED TO;AN AUXILIARY GYM,COMMONS,WEIGHT ROOM,WRESTING ROOM,AEROBICS ROOM,MAKERS A. OFFICE:0.75 W/SQ.FT. T(503)-419-2500 • LOUVERED DN NATURALOUVENTILATION MODE IS ROOFOPERWITH CLASS SPACE(WOOD/METAL WORK),ART WING,CLASSROOM WING,ENGINEERING WING,LOCKERS,AND A B. CONFERENCE ROOM:0.75 W/SQ.FT. OPEN• LIGHT FEATURE IN COMMONS TO COMMUNICATE TO STUDENTS/FACiL1TY WHEN EXTERIOR DOORS SHOULD COMMERCIAL KITCHEN. C. CLASS ROOM: 1.0 W/SQ.FT. STRUCTURAL ENGINEER B. THE DESIGN INCLUDES THE FOLLOWING NOTABLE FEATURES,BUT IS NOT LIMITED TO THIS SCOPE. CONTRACTOR IS D. LOBBY: 1.2 W/SQ.FT. BE OPENED. INTEGRATION WITH LIGHTING AND BAS CONTROL SYSTEM REQUIRED. RESPONSIBLE FOR REVIEWING ALL CONTRACT DOCUMENTS AND COORDINATING WITH ALL DISCIPLINES. E. CORRIDOR:0.6 W/SQ.FT. Catena Engineers • CONTROL SEQUENCE TO OPERATE CEILING FANS IN REVERSE TO INDUCE AIR THROUGH LOW OPENINGS 1500 NE Irving St.,Suite 412 (EXTERIOR DOORS)AND UP THROUGH OPENINGS IN ROOF.(CEILING FAN INSTALLATION ITSELF IS BASIS OF 1. CONDITIONINGNENTILATION SYSTEM F. RESTROOM:0.6 W/SQ.FT. Portland,OR 97232 DESIGN) A. A COMBINATION OF: 2. RECEPTACLE POWER IN OFFICES AREAS: 1.0 W/SQ.FT. T(503)-467-4980 1) VARIABLE VOLUME PACKAGED AIR HANDLING UNITS W/LOCAL PRESSURE INDEPENDENT 3. ELECTRICAL TRANSFORMERS:2%LOSS TERMINAL UNITS WITH HYDRONIC REHEAT 4. ELEVATOR CONTROL ROOMS:2-TONS MECHANICAL ELECTRICAL& 2) VARIABLE VOLUME SINGLE ZONE AIR HANDLING UNITS 5. DATA ROOMS:40 W/SQ.FT. PLUMBING ENGINEER 3) VARIABLE VOLUME 100%OUTSIDE AIR SYSTEM WITH HEAT RECOVERY WITH 6. OCCUPANCY CRITERIA IN OREGONNVASHINGTON: Glumac INDEPENDENT TERMINAL UNITS WITH HYDRONIC REHEAT. A. OFFICE:245 BTUH SENSIBLE/205 BTUH LATENT 900 SW Fifth Ave.,Suite 1600 2. EXHAUST SYSTEMS B. OPEN OFFICE: 1 PERSON/142.8 SQ.FT. Portland, OR 97204 A. A COMBINATION OF: C. CLOSED OFFICE:1 PERSON T(503)-227-5280 1) GENERAL ENVIRONMENTAL EXHAUST D. RECEPTION AREA:1 PERSON/16.7 SQ.FT. 2) TYPE I COMMERCIAL GREASE EXHAUST E. CONFERENCE ROOM: 1 PERSON/20 SQ.FT. FOOD SERVICE CONSULTANT 3) TYPE II DISHWASHER EXHAUST F. LOBBY: 1 PERSON/33.3 SQ.FT. Webb Foodservice Design 4) DRYER EXHAUST G. CLASSROOM:1 PERSON/20 SQ.FT. 3700 SE Lafayette Ct. 5) KILN HEAT&FUME EXHAUST 7. ZONING CRITERIA Portland, 97202 T(5032366--8566 6) MAKERS SPACE EXHAUST A. CONFERENCE ROOMS:ONE ZONE(TEMPERATURE SENSOR)PER ROOM 7) ART WING EXHAUST B. LOBBY:ONE ZONE(TEMPERATURE SENSOR) ACOUSTIC &AV CONSULTANT 3. HEATING SYSTEMS: C. DATA/TELECOM:ONE ZONE(TEMPERATURE SENSOR)PER ROOM The Greenbusch Group A. CURRENTLY THE SITE IS BEING SERVED BY A COMBINATION OF CENTRAL STEAM,CENTRAL HEATING D. CLASSROOM:ONE ZONE(TEMPERATURE SENSORS)PER ROOM WATER AND UNITIZED GAS PACKS. AT THE COMPLETION OF THIS PROJECT,CENTRAL STEAM WILL E. LOCKER/TEAM ROOM:ONE ZONE(TEMPERATURE SENSORS)PER ROOM 1900 W.Nickerson St.,Suite 201 BE ELIMINATED FROM TIGARD HIGH SCHOOL COMPLETELY. A COMBINATION OF CENTRAL K. DUCTWORK DESIGN CRITERIA(MAXIMUM ALLOWABLE AIR PRESSURE DROPS AND AIR VELOCITIES)TO MEET HIGH T206-378-0569119 HEATING WATER AND UNITIZED GAS PACKS WILL REMAIN. CURRENTLY DISTRIBUTION OF STEAM EFFICIENCY OPERATION WITH MINIMAL ACOUSTICAL NOISE. DUCT STATIC PRESSURE FRICTION LOSS SHALL NOT AND HEATING WATER MAINS ARE BURIED DOWN IN A SEMI-ACCESSIBLE TUNNEL. AT THE EXCEED 0.2"PER 100 FEET IN MECHANICAL ROOMS AND SHAFTS. LOW PRESSURE SUPPLY DUCT STATIC COST CONSULTANT COMPLETION OF THIS PROJECT,NO HVAC DISTRIBUTION WILL UTILIZE THOSE TUNNELS PER PRESSURE FRICTION LOSS BASED ON A MAXIMUM OF 0.08"PER 100 FEET. LOW PRESSURE RETURN AND Construction Focus SAFETY CONCERNS AND DIRECTION FROM TTSD. EXHAUST DUCT STATIC PRESSURE FRICTION LOSS BASED ON A MAXIMUM OF 0.06"PER 100 FEET. MEDIUM B. THE NEW CENTRAL HEATING WATER PLANT WILL HAVE A CAPACITY OF 12000 MBH,UTILIZING PRESSURE DUCTWORK SHALL NOT EXCEED A DUCT STATIC PRESSURE FRICTION LOSS BASED ON A MAXIMUM OF 740 Almaden St. HIGH EFFICIENT CONDENSING BOILERS. THE DISTRIBUTION OF ALL PIPING WILL BE ABOVE Eugene, 2 9 7402 0.1"PER 100 FEET. T 5541-41-66g66-2031 1 GRADE. THIS PLANT WILL SERVE BOTH THE NEW ADDITION AREA AS WELL AS THE EXISTING AREA. 1. MAXIMUM SUPPLY,RETURN AND EXHAUST DUCT AIR FLOW VELOCITIES SHALL NOT EXCEED THE C. WHILE MOST NEW AIR HANDLING UNITS ARE PROVIDING WITH HEATING WATER COILS,SOME FOLLOWING CRITERIA: MAKEUP AIR UNITS ARE PROVIDED WITH INDIRECT FIRED MODULATING GAS BURNERS TO ADDRESS A. MAINS ABOVE CEILING:MAXIMUM 1750 FPM VELOCITY COIL FREEZING CONCERNS.. B. MAINS ABOVE OPEN OCCUPIED SPACES:MAXIMUM 1450 FPM VELOCITY EXPIRES: 12/31/19 4. COOLING SYSTEMS: C. BRANCHES ABOVE CEILING:MAXIMUM 1400 FPM VELOCITY \) PRO;( A. DIRECT EXPANSION COOLING SYSTEMS INTEGRATED WITH THE AIR HANDLING UNITS ON THE PROJECT. D. BRANCHES ABOVE OPEN OCCUPIED SPACES:MAXIMUM 1150 FPM VELOCITY ,/ G t NE)�` i HIGH EFFICIENT INVERTER COMPRESSORS ARE UTILIZED WHERE POSSIBLE ON SMALLER CAPACITY E. RUN-OUTS TO DIFFUSERS:MAXIMUM 725 FPM VELOCITY `' r MODELS. F. IN SHAFTS:MAXIMUM 2500 FPM VELOCITY 5. CONTROLS:EXPANSION OF THE(E)JCI METASYS SYSTEM AS NECESSARY TO INCORPORATE THE(N) G. IN MECHANICAL ROOMS:MAXIMUM 3000 FPM VELOCITY MECHANICAL SYSTEMS OR PROVIDE(N)JCI FX N4 SYSTEM WITH SOME INTEGRATION WITH(E)JCI L. DIVERSITY ASSUMPTIONS o 0%ER ti°�� METASYS VIA BACNET PROTOCOL. 1. FANS&AHUS:PROVIDE FOR DUCT LEAKAGE AND 10%ADDITIONAL AIR CAPACITY FOR FUTURE S G C. THE PROJECT PHASING AND ITS IMPACTS TO THE CONSTRUCTION OF THEMECHANICAL,ELECTRICAL,PLUMBING, EXPANSION tiUA M. CAs LIGHTING AND LOW VOLTAGE SYSTEMS SHALL BE WHOLLY OWNED BY THE CM/GC(CONSTRUCTION M. ACOUSTICAL MANAGER/GENERAL CONTRACTOR)AND THEIR SUB-CONTRACTORS. TEMPORARY FIRE,WATER,SANITARY,STORM, 1. THE FOLLOWING NOISE NC/RC CRITERIA LEVELS WILL BE ACHIEVED AND AS DEFINED IN THE POWER,LIGHTING AND CONDITIONING SHALL BE COORDINATED IN CONJUNCTION WITH FINAL DIRECTION FROM THE ASHRAE HVAC APPLICATIONS HANDBOOK. THESE LEVELS ADDRESS THE MECHANICAL SYSTEMS OWNER,BASED ON THE OWNER'S NEEDS(SAFETY,FUNCTIONALITY,ETC)DURING THE ACTIVE CONSTRUCTION ONLY. ACTUAL SOUND PERFORMANCE REQUIREMENTS FOR EACH SPACE MUST BE VERIFIED WITH SCHEDULE. A SEPARATE"PHASING PLAN"SHALL BE CREATED BY THE CM/GC AND INCLUDED AS A PROJECT ACOUSTICAL CONSULTANT. DOCUMENT. ANY REFERENCES TO PHASING OR TEMPORARY SYSTEMS ON THESE DOCUMENTS ARE FOR A. OPEN OFFICES:30 TO 40 REFERENCE ONLY AND ARE INTENDED TO AID IN GENERAL COORDINATION BETWEEN THE DESIGN TEAM AND THE B. CONFERENCE ROOMS:25 TO 30 • CONTRACTING TEAM. NO SUCH REFERENCES TO PHASING OR TEMPORARY PROVISIONS ON THESE DOCUMENTS C. PRIVATE OFFICES:25 TO 30 THAT ARE IN CONFLICT WITH THE DETAILS OF THE"PHASING PLAN"DOCUMENT SHALL BE USED AS LEVERAGE FOR D. CLASSROOMS:25 TO 30 CHANGE ORDERS DURING CONSTRUCTION. E. CORRIDORS AND LOBBIES:30 TO 40 D. CODES AND STANDARDS N. SEISMIC: 1. AMERICANS WITH DISABILITIES ACT(ADA) 1. ANCHORAGE AND RESTRAINTS MUST BE COORDINATED WITH STRUCTURAL ENGINEER AND AUTHORITY 2. NFPA 90A:STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, HAVING JURISDICTION. 2012 EDITION. 0. THE HVAC SYSTEM INCLUDES THE FOLLOWING SUSTAINABLE DESIGN FEATURES: 3. NFPA 90B:STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITIONING 1. THIS BUILDING SHALL DEMONSTRATE A 25%IMPROVEMENT IN PERFORMANCE RATING COMPARED TO SYSTEMS,2012 EDITION. THE OREGON ENERGY EFFICIENCY CODE 2014 BASELINE WITH A TARGETED ENERGY USAGE INDEX 4. NFPA 99:HEALTH CARE FACILITIES CODE,2012 EDITION. (EUI)OF 25 KBTUH/SQ.FTIYEAR. KEY DESIGN ELEMENTS TO MEET THIS GOAL INCLUDE: 5. NFPA 101:LIFE SAFETY CODE,2012 EDITION. A. HIGH EFFICIENCY CONDENSING BOILER SYSTEM 6. OREGON BUILDING CODES ENFORCED BY THE AUTHORITY HAVING JURISDICTION(AHJ): B. FULLY LED LIGHTING PACKAGE A. 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC)BASED ON THE 2012 INTERNATIONAL C. HIGH PERFORMANCE BUILDING ENVELOPE BUILDING CODE(IBC). D. VARIABLE VOLUME AIRFLOW B. 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC)BASED ON THE 2012 INTERNATIONAL 2. SELECT REFRIGERANTS AND HVAC EQUIPMENT THAT MINIMIZE AND ELIMINATE THE EMISSION OF MECHANICAL CODE(IMC)AND THE 2012 INTERNATIONAL FUEL GAS CODE(IFGC)WITH COMPOUNDS THAT CONTRIBUTE TO OZONE DEPLETION. STATE AMENDMENTS. 3. PROVIDE INDOOR AIR QUANTITIES TO MEET MINIMUM REQUIREMENTS OF SECTIONS 4 THROUGH 7 OF C. 2014 OREGON PLUMBING SPECIALTY CODE(OPSC)BASED ON THE 2009 UNIFORM ASHRAE STANDARD 62.1-2010. • PLUMBING CODE(UPC). 4. INSTALL PERMANENT CARBON DIOXIDE MONITORING SYSTEMS TO ENSURE THAT VENTILATION SYSTEMS ° D. 2014 NATIONAL ELECTRICAL CODE(NEC)WITH STATE AMENDMENTS. MAINTAIN DESIGN MINIMUM REQUIREMENTS. E. 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC)BASED ON THE 2014 5. UTILIZE PERMANENT OCCUPANCY SENSORS FOR TEMPERATURE SETBACKS,SENSOR PROVIDED BY INTERNATIONAL ENERGY CONSERVATION CODE(IECC). LIGHTING CONTROL SYSTEM. F. ADDITIONAL STATE AND LOCAL JURISDICTION REQUIREMENTS. 6. USE VARIABLE FREQUENCY DRIVES OR EC MOTORS TO OPERATE FANS AND PUMPS. - E. OUTDOOR DESIGN CONDITIONS: 7. USE VARIABLE SPEED COMPRESSORS(INVERTER DESIGN)WHERE POSSIBLE - 1. LOCATION:TIGARD,OR 2. SUMMER:91.4°F DB/67.3°F WB(ASHRAE 0.4%) �. 3. WINTER:22°F(ASHRAE 0.2%OR MEDIAN OF EXTREMES) -.. 4. ELEVATION: 108 FT. 5. CLIMATE ZONE:4C(2014 OEESC,CHAPTER 3) TM' \ REVISIONS DATE F. INDOOR DESIGN CONDITIONS 1. ALL CONDITIONED AREAS: A. COOLING:74°F+/-2°F(TTSD STANDARDS) B. HEATING:68°F+/-2°F (TTSD STANDARDS) 2. EXCEPTIONS: A. ELEC. ROOMS:90°F+/-2°F MAXIMUM B. DATA/TELECOM ROOMS:COOLING ONLY,76°F+/-2°F(MAXIMUM) 3. HUMIDITY CONTROL A. ALL AREAS, UNLESS OTHERWISE NOTED:NONE G. OREGON VENTILATION CRITERIA: 1. COMPLY WITH CHAPTER 4 OF OMSC/IMC AND ASHRAE 62.1. H. EXHAUST TO OUTDOORS(MINIMUM RATES) 1. TOILET ROOMS:12 AIR CHANGES PER HOUR OR 75 CFM/FIXTURE,WHICHEVER IS GREATER. 2. JANITOR CLOSET:100 CFM OR 10 AIR CHANGES PER HOUR,WHICHEVER IS GREATER. 3. BREAK ROOM:0.35 CFM/SQ.FT. 4. LOCKER ROOMS:0.75 CFM/SQ.FT. 5. SHOWER ROOMS: 12 AIR CHANGES PER HOUR 6. COPIER/PRINTER ROOMS:2 AIR CHANGES PER HOUR TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERNIZATION 9000 SW DURHAM RD. TIGARD,OR.97224 JOB NO: 16992.00 ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area BASIS OF DESIGN F w • L1.1 X0. 1 0 •• •• •O • •• .i * . , AIR HANDLING UNIT SCHEDULE - DX COOLING/HEATING WATER E•• • 1 I SUPPLY FANS RETURN/EXHAUST FANS HEATING WATER COIL DX COOLING ELECTRICAL PRE-FILTER I FINAL FILTER MAX. IL- HC P.D.(FTCAPACITY EMERG IJ3jSSBttI;'- , MODEL AIR FLOW MIN OSA ESP(IN TSP(IN VFD AIR FLOW ESP(IN VFD CAPACITY FLOW EWT LWT H20) EAT LAT MAX.P.D.AIR (MBH) EAT(F) LAT(F) COMPRESSOR MCA MOCP SCCR SINGLE POWER UNIT SIZE OPER.WT. architects TAG # MANUFACTURER NUMBER LOCATION AREA SERVED (CFM) (CFM) WG) WG) DRIVE BHP HP (YIN) FAN TYPE (CFM) WG) DRIVE HP (YIN) (MBH) (GPM) (DEG F) (DEG F) (FT) (F) (F) (IN W.C.) (TONS) (DB/WB) (DBIWB) TYPE LEER (A) (A) (kA) VOLTS PH POC(YIN) (YIN) TYPE MERV TYPE MERV (L"xW'xH") (LBS) NOTES RTU 1 DAIKIN RPS KITCHEN ROOF NORTH WING 35000 10145 2.25 4.6 DIRECT 41 50 Yes RETURN 31700 CFM 1.5 DIRECT 25 Yes 812 72 140 110 5 56 77 0.5 1121 78/63 53/52 SINGLE SPEED 13.4 281 300 10 480 3 Yes No CART 8 CART 13 523x99x97 17500 1-15 .. - • ••9 rII•7 Ai • i RTU 2 DAIKIN RPS SOUTH WING ROOF SOUTH WING 22000 10550 2.25 5.1 DIRECT 23 25 Yes RETURN 22000 CFM 1 DIRECT 10 Yes 546 37 140 110 5 52 70 0.5 773 83/64 53/53 SINGLE SPEED 13.6 172 200 10 480 3 Yes No CART 8 CART 13 442x99x73 14000 1-15 • • • • • • . . . O •d 0 • • O • - •• RTU 3 DAIKIN I MPS KITCHEN ROOF COMMONS 18000 4780 1.75 3.7 DIRECT 17 20 Yes EXHAUST 18000 CFM 0.75 DIRECT 5 Yes 447 30 140 110 5 57 80 0.5 646 79/53 51/51 SINGLE SPEED 13 179 225 10 480 3 Yes No CART 8 CART 13 347x100x76 12000 1-15 721 NW 9TH Ave, Suite 350 RTU 4 I DAIKIN RPS I WEST WING ROOF MAIN GYM 26000 9805 1.75 I 4.7 I DIRECT 29 30 Yes RETURN 26000 CFM 1 DIRECT 15 Yes 790 53 140 110 5 52 80 0.5 827 81/63 53/52 SINGLE SPEED 14.9 210 250 10 480 3 Yes No CART 8 CART 13 490x99x97 15000 1-15 Portland, Oregon 97209 RTU 5 DAIKIN DPS I EAST WING ROOF EAST WING I 6500 6325 1.75 2.6 I ECM 5 7.5 No EXHAUST 5850 CFM 1 ECM 4 No 120 10 140 110 5 56 70 0.5 291 80/67 53/53 INVERTER 17.4 65 80 10 480 3 Yes No CART 8 CART 13 163x77x71 4500 1-15 T (206) 340 9500 F (206) 340 9519 RTU 6 DAIKIN DPS I WEST WING ROOF WEST WING 9000 2000 2.25 4.9 I ECM 12 15 No EXHAUST 8100 CFM 1 ECM I 8 No 107 10 140 110 5 63 70 0.5 292 77/63 52/52 INVERTER 18.3 77 90 I 10 480 13 Yes No CART 8 I CART 13 I 163X77X71 4500 1-15 RTU 7 DAIKIN MPS I WEST WING ROOF AUX GYM 21000 7760 1.75 4.6 I DIRECT 24 30 Yes EXHAUST 21000 CFM 1 DIRECT 10 Yes 635 I 42 140 110 5 52 80 0.5 I 777 83/64 52/52 I SINGLE SPEED 13.5 194 225 I 10 480 13 Yes No CART 8 I CART 13 I 370x100x76 14000 1-15 RTU 8 DAIKIN DPS WEST WING ROOF AEROBICS 3000 1530 1.75 2.1 ECM 2 I 2 No EXHAUST 3000 CFM 1 ECM I 4 No 115 I 10 140 110 5 45 80 0.5 I 93 81/64 53/53 1 INVERTER 20,3 21 25 I 5 480 3 Yes No CART 8 I CART 13 91x97x57 3000 1-15 CIVIL ENGINEER & LANDSCAPE RTU 9 DAIKIN DPS WEST WING ROOF WEIGHTS I 4000 1540 1.75 I 2.5 ECM 3 I 4 No I EXHAUST 3600 CFM 1 ECM I 4 No 120 I 10 140 110 5 52 80 0.5 I 121 80/64 54/53 I INVERTER 19.3 26 30 I 5 480 3 Yes I No CART 8 I CART 13 91x97x57 3000 1-15 Cardno RTU 10 DAIKIN DPS WEST WING ROOF WRESTLING 3500 1805 1.75 2.4 ECM 2 I 4 No EXHAUST 3500 CFM 1 ECM I 4 No 130 I 10 140 110 5 45 80 0.5 I 121 83/65 53/53 I INVERTER 19.3 24 30 I 5 480 3 Yes No I CART 8 I CART 13 91x97x57 3000 1-15 6720 SW Macadam Ave Suite 200, Portland,OR 97219 T(503)-419-2500 NOTES 1. PROVIDE NON-OVERLOADING NEMA PREMIUM EFFICIENCY INVERTER READY MOTOR. • STRUCTURAL ENGINEER 2. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. Catena Engineers 3. PROVIDE VARIABLE FREQUENCY DRIVE(VFD)FOR EACH FAN MOTOR BY MECHANICAL AND WIRED BY ELECTRICAL. 1500 NE Irving St., Suite 412 4. PROVIDE MOTOR SHAFT GROUNDING SYSTEM FOR EACH MOTOR CONTROLLED BY VFD. Portland, OR 97232 5. PROVIDE FACTORY-INSTALLED INTERNAL WIRING TO FAN MOTORS AND GFCI CONVENIENCE RECEPTACLES AS NECESSARY FOR SINGLE POINT OF ELECTRICAL CONNECTION. T(503)-467-4980 6. PROVIDE TWO(2)120 VOLT GFCI CONVENIENCE RECEPTACLES 7. FACTORY PROVIDED CONTROLS-INTEGRATE WITH BAS SYSTEM VIA BACNET. MECHANICAL ELECTRICAL & 8. PROVIDE FACTORY-INSTALLED HEATING WATER MANIFOLD AS NECESSARY FOR SINGLE POINT OF HEATING WATER CONNECTION. CONNECTION TO UNIT WITHIN CABINET TO AVOID EXTERIOR PIPING AND AVOIDING THE NEED FOR HEAT TRACE. PLUMBING ENGINEER 9. PROVIDE 100%MODULATING DRY BULB TEMPERATURE ECONOMIZER WITH FAULT DIAGNOSTIC MONITORING AND ALARM INTEGRATED WITH FACTORY CONTROLS. Glumac 10. PROVIDE ROOF CURB WITH SPRING VIBRATION ISOLATION-2"DEFLECTION MIN..PROVIDE KINETICS SOUND CURBS ON ALL ROOFTOP UNITS.CURBS SHALL COME WITH INTEGRAL SLOPE TO ACCOMMODATE ROOF SLOPE.REFERENCE ARCHITECTURAL DRAWINGS.NO ADDITIONAL LEVELING CURB REQUIRED.ESSR MODEL FOR LARGER UNITS>20 TON CAPACITY.KSCR MODEL FOR SMALL UNITS<20 TON CAPACITY. 900 SW Fifth Ave.,Suite 1600 11. SMOKE DETECTORS IN SUPPLY DUCTWORK FOR AUTOMATIC UNIT SHUTDOWN FOR AIRFLOWS ABOVE 2000 CFM PROVIDED BY DIV 28 FIRE ALARM CONTRACTOR. Portland, OR 97204 12. PROVIDE OSA MINIMUM/MAXIMUM DAMPERS. SPRING CLOSE ON POWER FAILURE. T(503)-227-5280 13. PROVIDE AIRFLOW MEASUREMENT STATIONS FOR OSA ONLY. 14. RESERVED FOOD SERVICE CONSULTANT 15. PROVIDE MAGNEHELIC DIFFERENTIAL PRESSURE GAUGES ACROSS EACH FILTER BANK. "RED LINE"GAUGES TO INDICATE CHANGE-OUT PRESSURE DROP. Webb Foodservice Design 3700 SE Lafayette Ct. Portland,OR 97202 T(503)-236-8566 100% OUTSIDE AIR UNIT - DX COOLING/HEATING WATER ACOUSTIC &AV CONSULTANT SUPPLY AIR FAN EXHAUST AIR FAN SENSIBLE WHEEL TYPE HEAT EXCHANGER DX COOLING HEATING WATER COIL The Greenbusch Group 1900 W.Nickerson St.,Suite 201 SUMMER WINTER CAP CAP EAT LAT COMPRESSORS EWT LWT EAT EMERG SINGLE OPER. Seattle,WA 98119 FLOW ESP TSP FLOW ESP OA/EAT LAT EAT LAT TOTAL SENS. DBMB DBIWB CAPACITY FLOW MAX. LAT MCA MOCP VFD POWER POC UNIT SIZE WT. T 206-378-0569 TAG # MANUFACTURER MODEL NUMBER LOCATION AREA SERVED (CFM) (IN WG) (1N WG) BHP HP (CFM) (IN WG) BHP HP (DBIWB°F) (DBMS°F) (DB/WB°F) (DBMS°F) (MBH) (MBH) (°F) (°F) REFRIG QTY TYPE (MBH) (GMP) (°F) (°F) P.D. AHU (°F) (°F) (A) (A) VOLTS PH (YIN) (YIN) (YIN) (L"xW xH") (LBS) NOTES OSA 1 DAIKIN DPS WEST WING ROOF LOCKERS 8000 2 5.5 11 15 8000 1.5 . 7 8 91/72 81/68 22 48 261 251 82/64 54/53 R410A 1 INVERTER 190 15 140 110 5 48 80 67 90 480 3 No No Yes 183x77x71 5000 1-15 COST CONSULTANT OSA 2 DAIKIN DPS SOUTH WING ROOF CERAMICS 5000 2 3.75 6 7.5 5000 1.5 3 4 91/72 80/67 22 55 182 167 82/64 52152 R410A 1 INVERTER 85 10 140 110 5 55 80 48 70 480 3 No No Yes 183x77x71 5000 1-15 Construction Focus 740 Almaden St. Eugene,OR 97402 T 541-686-2031 NOTES 1. PROVIDE NON-OVERLOADING NEMA PREMIUM EFFICIENCY INVERTER READY MOTOR. 2. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. EX:: ,i/31/1s 3. PROVIDE VARIABLE FREQUENCY DRIVE(VFD)FOR EACH FAN MOTOR BY MECHANICAL AND WIRED BY ELECTRICAL. /4tNI\4. PROVIDE MOTOR SHAFT GROUNDING SYSTEM FOR EACH MOTOR CONTROLLED BY VFD.65. PROVIDE. PROVIDE TWO FACTORY-INSTALLED INTERNAL WIRING VOLT GFCI CONVENIENCE REO F�A�0ORS AND GFCI CONVENIENCE RECEPTACLES AS NECESSARY FOR SINGLE POINT OF ELECTRICAL CONNECTION.LES 7. FACTORY PROVIDED CONTROLS-INTEGRATE WITH BAS SYSTEM VIA BACNET. 8. PROVIDE FACTORY-INSTALLED HEATING WATER MANIFOLD AS NECESSARY FOR SINGLE POINT OF HEATING WATER CONNECTION. CONNECTION TO UNIT WITHIN CABINET TO AVOID EXTERIOR PIPING AND AVOID THE NEED FOR HEAT TRACE. 9. PROVIDE 100%MODULATING DRY BULB TEMPERATURE ECONOMIZER WITH FAULT DIAGNOSTIC MONITORING AND ALARM INTEGRATED WITH FACTORY CONTROLS.ECONOMIZER CONTROLS WILL SIMPLY SLOW WHEEL DURING ECONOMIZER CONDITIONS. v %: ER 3�:I��`� 10. PROVIDE ROOF CURB WITH SPRING VIBRATION ISOLATION-2"DEFLECTION MIN..PROVIDE KINETICS SOUND CURBS ON ALL ROOFTOP UNITS.CURBS SHALL COME WITH INTEGRAL SLOPE TO ACCOMMODATE ROOF SLOPE. REFERENCE ARCHITECTURAL DRAWINGS.NO ADDITIONAL LEVELING CURB REQUIRED.ESSR MODEL FOR LARGER UNITS>20 TON CAPACITY. KSCR MODEL FOR SMALL UNITS<20 TON CAPACITY. sy0q M G\'`�`'G 11. SMOKE DETECTORS IN SUPPLY DUCTWORK FOR AUTOMATIC UNIT SHUTDOWN FOR AIRFLOWS ABOVE 2000 CFM PROVIDED BY DIV 28 FIRE ALARM CONTRACTOR. 12. PROVIDE OSA MINIMUM/MAXIMUM DAMPERS. SPRING CLOSE ON POWER FAILURE. 13. PROVIDE AIRFLOW MEASUREMENT STATIONS FOR OSA ONLY. 14. RESERVED 15. PROVIDE MAGNEHELIC DIFFERENTIAL PRESSURE GAUGES ACROSS EACH FILTER BANK. "RED LINE"GAUGES TO INDICATE CHANGE-OUT PRESSURE DROP. MAKE-UP AIR UNIT SCHEDULE - DX COOLING/GAS HEAT SUPPLY FAN ELECTRICAL DX COOLING GAS HEATING FILTER EMERG OPER. MODEL AIRFLOW ESP TSP MCA MOCP VFD POWER EAT DBIWB LAT DB INPUT OUTPUT AFUE EAT LAT WT. TAG # MANUFACTURER NUMBER LOCATION AREA SERVED (CFM) (IN WG) (IN WG) HP (A) (A) VOLTS PH (YIN) (YIN) (°F) (°F) CAPACITY(MBH) (BTUH) (MBH) (%) (°F) (°F) TYPE MERV UNIT SIZE L"xW xH" (LBS) NOTES MUA 1 REZNOR YDHA-90 KITCHEN ROOF KITCHEN HOOD 2500 2 3.7 2 28 40 480 3 Yes No 91/67 75 95 200 160 80 22 75 CART 13 160x83x53 2700 1-12 MUA 2 REZNOR YDHA-60 SOUTH ROOF KILN ROOM 1500 2.25 3.7 2 17 25 480 3 Yes No 91/67 60 56 75 60 80 22 78 CART 13 160x82x53 2400 1-11 NOTES: 1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. 2. PROVIDE INVERTER READY NEMA PREMIUM EFFICIENCY MOTOR WITH SHAFT GROUNDING SYSTEM. 3. PROVIDE FACTORY INSTALLED 115V/1PH GFCI OUTLET. INTERNALLY WIRED BEHIND SINGLE POINT OF POWER. 4. SMOKE DETECTORS IN SUPPLY DUCTWORK FOR AUTOMATIC UNIT SHUTDOWN FOR AIRFLOWS ABOVE 2000 CFM PROVIDED BY DIV 28 FIRE ALARM CONTRACTOR. • 5. INTERLOCK WITH ASSOCIATED EXHAUST FAN. 6. PROVIDE FACTORY INSTALLED CONTROLS PACKAGE-INTEGRATE WITH BAS VIA BACNET. 7. PROVIDE ROOF CURB WITH SPRING VIBRATION ISOLATION.PROVIDE KINETICS SOUND CURBS ON ALL ROOFTOP UNITS.CURBS SHALL COME WITH INTEGRAL SLOPE TO ACCOMMODATE ROOF SLOPE.REFERENCE ARCHITECTURAL DRAWINGS.NO ADDITIONAL LEVELING CURB REQUIRED.ESSR MODEL FOR LARGER UNITS>20 TON CAPACITY. KSCR MODEL FOR SMALL UNITS<20 TON CAPACITY. 8. PROVIDE INDIRECT GAS FIRED MODULATING BURNER WITH MAXITROL OR EQUIVALENT GAS CONTROLS. 9. PROVIDE 2"ALUMINUM MESH INLET FILTERS. 10.PROVIDE OSA INLET WITH WEATHER HOOD AND MOTORIZED DAMPERS. SPRING RETURN TO CLOSE ON POWER FAILURE. 11.PROVIDE VARIABLE FREQUENCY DRIVE(VFD)FOR EACH FAN MOTOR BY MECHANICAL AND WIRED BY ELECTRICAL. 12. FAN SPEED CONTROLLED BY KITCHEN CONTROL PANEL. SEE FOOD SERVICE DRAWINGS. VFD LOCATED AT EQUIPMENT. At REVISIONS DATE MAKE-UP AIR UNIT SCHEDULE - NO COOLING/GAS HEAT SUPPLY ELECTRICAL EMERG GAS HEATING FILTER OPER. MODEL AIRFLOW ESP TSP MCA VFD POWER INPUT OUTPUT AFUE EAT LAT WT. __ TAG # MANUFACTURER NUMBER LOCATION (CFM) (IN WG) (IN WG) HP VOLTS PH (A) (YIN) (YIN) (BTUH) (BTUH) (%) (°F) (°F) TYPE MERV UNIT SIZE L"xW"xH" (LBS) NOTES MUA 3 REZNOR SHH AUTOSHOP 3000 1.6 1.8 3 480 3 8 Yes No 300 237 80 22 95 CART 13 81x50x44 750 1-11 NOTES: 1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. 2. PROVIDE INVERTER READY NEMA PREMIUM EFFICIENCY MOTOR WITH SHAFT GROUNDING SYSTEM. 3. PROVIDE FACTORY INSTALLED 115V/1PH GFCI OUTLET.INTERNALLY WIRED BEHIND SINGLE POINT OF POWER. 4. SMOKE DETECTORS IN SUPPLY DUCTWORK FOR AUTOMATIC UNIT SHUTDOWN FOR AIRFLOWS ABOVE 2000 CFM PROVIDED BY DIV 28 FIRE ALARM CONTRACTOR. 5. INTERLOCK WITH ASSOCIATED EXHAUST FAN. TIGARD TUALATIN SCHOOL DISTRICT 6. FACTORY PROVIDED CONTROLS-INTEGRATE WITH BAS SYSTEM VIA BACNET. 7. PROVIDE ROOF CURB WITH SPRING VIBRATION ISOLATION.PROVIDE KINETICS SOUND CURBS ON ALL ROOFTOP UNITS.CURBS SHALL COME WITH INTEGRAL SLOPE TO ACCOMMODATE ROOF SLOPE.REFERENCE ARCHITECTURAL DRAWINGS.NO ADDITIONAL LEVELING CURB REQUIRED. ESSR MODEL FOR LARGER UNITS>20 TON CAPACITY.KSCR MODEL FOR SMALL UNITS<20 TON CAPACITY. TIGARD H 8. PROVIDE INDIRECT GAS FIRED MODULATING BURNER WITH MAXITROL OR EQUIVALENT GAS CONTROLS. 9. PROVIDE 2"ALUMINUM MESH INLET FILTERS. 10.PROVIDE OSA INLET WITH WEATHER HOOD AND MOTORIZED DAMPERS. SPRING RETURN TO CLOSE ON POWER FAILURE. SC H O O L 11.PROVIDE VARIABLE FREQUENCY DRIVE(VFD)FOR EACH FAN MOTOR BY MECHANICAL AND WIRED BY ELECTRICAL. MODERNIZATION AIR CONDITIONING CONDENSING UNIT SCHEDULE SPLIT SYSTEM AIR CONDITIONING FAN COIL SCHEDULE ELECTRICAL EMERG OPER. SUPPLY ELECTRICAL 9000 SW DURHAM RD. INDOOR MANUFACTUR NOM.CAP. REFRIG REFRIG MCA MOCP POWER UNIT SIZE- WT. COND AIR OPER. TIGARD,OR.97224 TAG # UNIT TAG ER MODEL LOCATION (TONS) EER SEER TYPE (LBS) VOLTS PH (A) (A) (YIN) (L"xW'xH") (LBS) NOTES UNIT MODEL FLOW CAPACITY MCA UNIT SIZE WT. CU 1 FCU-1 DAfKiN RK24NMVJU ROOF 2 12.5 18 R410A 3.2 208 1 18 20 No 29X34X12.5 108 1-5 TAG # TAG MANUFACTURER NUMBER LOCATION TYPE (CFM) (TONS) VOLTS PH (A) MOCP (L"xW"xH") (LBS) NOTES JOB NO: 16992.00 FCU 1 CU-1 DAIKIN FTK24NMVJU EMR-W001 WALL MOUNT 713 2 208 1 2 - 11.5X39X10.5 27 1-3 I CU 2 FCU-2 DAIKIN RKO9NMVJU ROOF 0.75 12.5 19 R410A 1.5 208 1 12 15 No 21.5x26.5x11.5 108 1-5 ISSUE DATE: 06/19/2018 CU 3 FCU-3 DAIKIN RK18NMVJU ROOF 1.5 12.5 18 R410A 2.5 208 1 18 20 No 29X34X12.5 108 1-5 FCU 2 CU-2 DAIKIN FTKO9NMVJU ELEC-W001 WALL MOUNT 417 0.75 208 1 2 - 11.5x30.5x9 18 1-3 FCU 3 CU-3 DAIKIN FTK18NMVJU ELEC-S001 WALL MOUNT 713 1.5 208 1 2 - 11.5X39X10.5 27 1-3 Jurisdiction Stamp Area CU 5 FCU-5 DAIKIN RK24NMVJU ROOF 2 12.5 18 R410A 3.2 208 1 18 20 Yes 29X34X12.5 108 1-5 CU 6 FCU-6 DAIKIN RKO9NMVJU ROOF 0.75 12.5 19 R410A 1.5 208 1 12 15 Yes 21.5x26.5x11.5 108 1-5 FCU 5 CU-5 DAIKIN FTK24NMVJU IDF-N108 WALL MOUNT 713 2 208 1 2 - 11.5X39X10.5 27 1-3 CU 7 FCU-7 DAIKIN RKO9NMVJU ROOF 0.75 12.5 19 R410A 1.5 208 1 12 15 No 21.5x26.5x11.5 108 1-5 FCU 6 CU-6 DAIKIN FTKO9NMVJU ELEC-N109 WALL MOUNT 417 0.75 208 1 2 - 11.5x30.5x9 18 1-3 CU 9 FCU-9 DAIKIN RK24NMVJU ROOF 2 12.5 18 R410A 3.2 208 1 18 20 Yes 29X34X12.5 108 1-5 FCU 7 CU-7 DAIKIN FTKO9NMVJU ELEC-W107 WALL MOUNT 417 0.75 208 1 2 - 11.5x30.5x9 18 1-3 CU 10 FCU-10 DAIKIN RKO9NMVJU ROOF 0.75 12.5 19 R410A 1.5 208 1 12 15 No 21.5x26.5x11.5 108 1-5 FCU 9 CU-9 DAIKIN FTK24NMVJU IDF-W109D WALL MOUNT 713 2 208 1 2 - 11.5X39X10.5 27 1-3 CU 11 FCU-11 DAIKIN RK24NMVJU ROOF 2 12.5 18 R410A 3.2 208 1 18 20 No 29X34X12.5 108 1-5 FCU 10 CU-10 DAIKIN FTKO9NMVJU ELEC-W109C WALL MOUNT 417 0.75 208 1 2 - 11.5x30.5x9 18 1-3 CU 12 FCU-12 DAIKIN RK24NMVJU ROOF 2 12.5 18 R410A 3.2 208 1 18 20 Yes 29X34X12.5 108 1-5 FCU 11 CU-11 DAIKIN FTK24NMVJU IDF-S210 WALL MOUNT 713 2 208 1 2 - 11.5X39X10.5 27 1-3 CU 13 FCU-13 DAIKIN RKO9NMVJU ROOF 0.75 12.5 19 R410A 1.5 208 1 12 15 Yes 21.5x26.5x11.5 108 1-5 FCU 12 CU-12 DAIKIN FTK24NMVJU IDF-N215 WALL MOUNT 713 2 208 1 2 - 11.5X39X10.5 27 1-3 CU 14 FCU-14 DAIKIN RK24NMVJU ROOF 2 12.5 18 R410A 3.2 208 1 18 20 No 29X34X12.5 108 1-5 FCU 13 CU-13 DAIKIN FTKO9NMVJU ELEC-N216 WALL MOUNT 417 0.75 208 1 2 - 11.5x30.5x9 18 1-3 CU 15 FCU-15 DAIKIN RZR36PVJU8 ROOF 3 11.1 17.5 R410A 1.3 208 1 27 30 Yes 36x13x52 300 1-5 FCU 14 CU-14 DAIKIN FTK24NMVJU CONTROL AV-W109B WALL MOUNT 713 2 208 1 2 - 11.5X39X10.5 27 1-3 CU 16 FCU-16 DAIKIN RZR36PVJU8 ROOF 3 11.1 17.5 R410A 1.3 208 1 27 30 Yes 36x13x52 300 1-5 FCU 15 CU-15 DAIKIN FBQ36PVJU MDF-E116 DUCTED CEILING HUNG 1130 3 208 1 3 15 55x28x12 102 2,4 SCHEDULES CU 17 FCU-17 DAIKIN RZR36PVJU8 ROOF 3 11.1 17.5 R410A 1.3 208 1 27 30 Yes 36x13x52 300 1-5 FCU 16 CU-16 DAIKIN FBQ36PVJU MDF-E116 DUCTED CEILING HUNG 1130 3 208 1 3 15 55x28x12 102 2,4 FCU 17 CU-17 DAIKIN FBQ36PVJU MDF-E116 DUCTED CEILING HUNG 1130 3 208 1 3 15 55x28x12 102 2,4 CU 18 FCU-18 DAIKIN RKO9NMVJU ROOF 0.75 12.5 19 R410A 1.5 208 1 12 15 No 21.5x26.5x11.5 108 1-5 D FCU 18 CU-18 DAIKIN FTK24NMVJU EMER EQMT-N110C WALL MOUNT 713 2 208 1 2 - 11.5X39X10.5 27 1-3 CU 19 FCU-19 DAIKIN RK24NMVJU ROOF 2 12.5 18 R410A 3.2 208 1 18 20 Yes 29X34X12.5 108 1-5 FCU 19 CU-19 DAIKIN FTKO9NMVJU EMR-N114 WALL MOUNT 417 0.75 208 1 2 - 11.5x30.5x9 18 1-3 NOTES F"" 1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. 2. CAPACITY RATED AT ARI STANDARD CONDITIONS. NOTES 3. PROVIDE NEOPRENE MOUNT VIBRATION ISOLATORS(0.5")MOUNTED TO BUILT UP CURB OR STAND. 1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. OUTDOOR UNIT POWER FEEDS INDOOR UNIT. Ct MO•02 , - 4. PROVIDE LOW AMBIENT KIT FOR OPERATION DOWN TO 10°F. 2. INTEGRATE WITIH(N)BAS SYSTEM FOR MONITORING AND CONTROL VIA BACNET CARD W 5. INTEGRATE WITH BAS VIA BACNET CARD 3. PROVIDE SEPERATE 208/1 VOLT CONDENSATE PUMP(LITTLE GIANT OR EQUIV), 10 FT RISE MIN.ELECTRICAL TO POWER FROM FCU CIRCUIT. [L 4. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. SEPERATE INDOOR AND OUTDOOR UNIT CONNECTION. 5. PROVIDE ASPEN DACA-CPI-1 EXTERNAL CONDENSATE PUMP WHERE UNITS DO NOT HAVE INTEGRAL CONDESNATE PUMPS. - • • 2.a 22 22 3 - c e c • - e • e '] • 4152 • a Ra a a a • • • • • a • • • GE bassett, _ EXPANSION TANK SCHEDULE architects TANK SYSTEM OPER. RELIEF MAX. SYSTEM SIZE DIA x ROOM DUST FILTER SYSTEM •••• •• • a 0 aa •0' VOL. ACCEPT.VOL. VOL. FILL PRESS. PRESS. PRESS. MIN.TEMP. TEMP. CONN. H OPER.WT. a _ . 3 ELECTRICAL a a U TAG # MANUFACTURER MODEL NUMBER TYPE (GAL) (GAL) (GAL) (PSIG) (PSIG) (PSIG) (°F) (°F) (IN) (IN) (LBS) NOTES AIR EMERG OPER. 721 NW 9TH Ave, Suite 350 ET 0-1 B&G SERIES D-240V DIAPHRAGM 211 84 2400 22 75 100 40 180 1" 30X56 1200 1-3 FLOW VFD POWER UNIT SIZE WT. Portland, Oregon 97209 TAG # MANUFACTURER MODEL NUMBER LOCATION DISCH TYPE DRIVE (CFM) HP MCA VOLTS PH (YIN) (YIN) (L"xW'xH") (LBS) NOTES T (206) 340 9500 F (206) 340 9519 FILTER 0-1 AIR QUALITY ENGINEERING M67 MEDIA AIR CLEANER CERAMICS ROOM INLINE CENTRIFUGAL DIRECT 1625 0.75 hp 8 120 1 No No 47X24X24 118.5 1-5 NOTES FILTER 0-2 AIR QUALITY ENGINEERING M67 MEDIA AIR CLEANER CERAMICS ROOM INLINE CENTRIFUGAL DIRECT 1625 0.75 hp 8 120 1 No No 47X24X24 118.5 1-5 1. PROVIDE TANK RATED FOR ASME WORKING PRESSURE OF 125 PSIG. FILTER 0-3 AIR QUALITY ENGINEERING M67 MEDIA AIR CLEANER MAKERS SPACE INLINE CENTRIFUGAL DIRECT 1625 0.75 hp 8 120 1 No No 47X24X24 118.5 1-5 CIVIL ENGINEER & LANDSCAPE 2. PROVIDE TANK WITH VERTICAL CONFIGURATION. FILTER 0-4 AIR QUALITY ENGINEERING M67 MEDIA AIR CLEANER MAKERS SPACE INLINE CENTRIFUGAL DIRECT 1625 0.75 hp 8 120 1 No No 47X24X24 118.5 1-5 Cardno 3. ANCHOR TO HOUSEKEEPING PAD. COORDINATE WITH STRUCTURAL DESIGN. 6720 SW Macadam Ave Suite 200, NOTES Portland,OR 97219 1. PROVIDE SOFT STARTER BY MECHANICAL. T(503)-419-2500 2. COORDINATE DISCONNECT BY ELECTRICAL. 3. PRE-FILTER SHALL BE MERV 7 PLEATED AND FINAL FILTER SHALL BE MERV 13 MUTI-POCKET BAG. STRUCTURAL ENGINEER 4. COME WITH INTEGRAL DIRTY FILTER GAUGE. Catena Engineers 5. MAX 70 DBA @ 15 FT. 1500 NE Irving St.,Suite 412 Portland,OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & ' PLUMBING ENGINEER DIFFUSER AND GRILLE SCHEDULE Glumac PUMP SCHEDULE 900 SW Fifth Ave.,Suite 1600 TAG MANUFACTURER MODEL DESCRIPTION FACE TYPE FACE SIZE COLOR MATERIAL OBD NOTES Portland,OR 97204 DESIGN MIN. I ELECTRICAL EMERG OPER. NUMBER (INCHES) (NOTE #1) T(503)-227-5280 MODEL SYSTEM SERVED FLOW MAX FLOW HEAD EFF. NPSH POWER SIZE WT. SA TITUS PCS SQUARE CEILING SUPPLY LOUVERED 4-WAY-PERF.COVER 24 x 24 WHITE STEEL NO 1,2,4,5,6 FOOD SERVICE CONSULTANT TAG # MANUFACTURER NUMBER (TAG) TYPE (GPM) (GPM) (FT WG) (%) (F?) RPM BHP HP VOLTS PH VFD (YIN) (L"xW xH") (LBS) NOTES SB TITUS 272RL AEROBLADE SUPPLY GRILLE 3/4"SPACING,DOUBLE DEFL. SEE PLANS WHITE STEEL NO 1,2,4,6,7,8 Webb Foodservice Design P 0-1 B&G e-1510 SITE HEATING WATER BASE MOUNTED- 365 575 100 71 6 1750 12.0 20 480 3 Yes No 48x18x24 600 1-10 3700 SE Lafayette Ct. SC TITUS FL SLOT SUPPLY LINEAR SLOT 2-WAY THROW 2 x 1"SLOT WHITE ALUMINUM NO 1,2,4,9,10,11 END SUCTION Portland,OR 97202 P 0-2 B&G e-1510 SITE HEATING WATER BASE MOUNTED- 365 575 100 71 6 1750 12.0 20 480 3 Yes No 48x18x24 600 1-10 SD TITUS DL SV SUPPLY GRILLE WITH DRUM 15 DEGREE DEFL. ' SEE PLANS WHITE STEEL NO 1,2,7,8 T(503)-236-8566 END SUCTION SE SEIHO NT I TURBONOZZLE - SEE PLANS WHITE ALUMINUM NO 1,2,4,6 P 1-1 B&G e-90 ECM MUSIC WING HEATING WATER CLOSE COUPLED 25 25 25 70 6 1750 1.5 2 480 3 No No 12x12x12 100 1,3,7,9,11,12 SF TITUS PCS SQUARE CEILING SUPPLY LOUVERED 4-WAY-PERF.COVER 12 x 12 WHITE STEEL NO 1,2,4,5,6 ACOUSTIC&AV CONSULTANT INLINE RA TITUS PAR SQUARE CEILING RETURN PERFORATED 24 x 24 WHITE STEEL NO 1,2,4,5,6 The Greenbusch Group RB TITUS 50F EGGCRATE RETURN 1/2"x 1/2"x 1/2"EGGCRATE SEE PLANS WHITE ALUMINUM NO 1,2,4,5,6 1900 W.Nickerson St.,Suite 201 Seattle,WA 98119 NOTES RC KEES GHD HEAVY DUTY BAR GRILLES 0 DEGREE DEFL. SEE PLANS WHITE STEEL NO 1,2,4,5,6 T 206-378-0569 1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. RD TITUS 23RL AEROBLADE RETURN GRILLE 3/4"SPACING,45°DEFL. SEE PLANS WHITE STEEL NO 1,2,4,6 2. PROVIDE NON-OVERLOADING NEMA PREMIUM EFFICIENCY, INVERTER READY MOTOR. RE TITUS I MLR SLOT RETURN SLOT 2 x 1"SLOT WHITE ALUMINUM NO 1,2,4,10,11 COST CONSULTANT 3. FOR PUMPS LOCATED INDOORS PROVIDE OPEN DRIPPROOF(ODP)MOTORS. EA TITUS PAR SQUARE CEILING EXHAUST PERFORATED 24 x 24 WHITE STEEL NO 1,2,4,5,6 Construction Focus 4. PROVIDE VARIABLE FREQUENCY DRIVE(VFD)BY MECHANICAL AND WIRED BY ELECTRICAL. 740 Almaden St. EB TITUS PAR SQUARE CEILING EXHAUST PERFORATED 12 x 12 WHITE STEEL NO 1,2,4,5,6 5. PROVIDE MOTOR SHAFT GROUNDING BEARING. Eugene,OR 97402 6. PROVIDE INLET SUCTION DIFFUSER OR STRAINER. SEE PIPING DESIGN. EC TITUS I 50F EGGCRATE EXHAUST 1/2"x 1/2"x 1/2"EGGCRATE SEE PLANS WHITE ALUMINUM YES 11,2,4,5,6 T 541-686-2031 7. PROVIDE VIBRATION ISOLATION AND SEISMIC RESTRAINT PER SPECIFICATIONS. 8. PUMPS TO RUN IN PARALLEL. NOTES: 9. PUMP TO BE USED IN SYSTEM CONTAINING 0%PROPYLENE GLYCOL. 1. MAXIMUM TOTAL PRESSURE DROP SHALL NOT EXCEED 0.15"WG WITH DUCT TRANSITION. EXPIRES: 12/31/19 10. EACH PUMP SHALL BE SIZED FOR 75%OF TOTAL SYSTEM FLOW @ DESIGN HEAD. 11.INLINE PUMP WITH EC MOTOR 2. MAXIMUM NC LEVEL SHALL BE 20. (i\SIA PROFf�f 12. BAS TO INTERLOCK PUMP OPERATION WITH BOILER OPERATION. 3. ALL VISIBLE SURFACES AND DUCTWORK BEHIND FACE SHALL BE PAINTED FLAT BLACK. ��G I Ni7-4 �� 4. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLANS FOR BORDER TYPES. 9Q 5. NECK SIZE AND CFM SHOWN ARE ON PLANS(EXAMPLE:SB12x12-400 REFERS TO SUPPLY AIR"S"WITH TAG"B"WITH 12x12 NECK AND 400 CFM). 6. PROVIDE RECTANGULAR/SQUARE TO ROUND TRANSITION AS REQUIRED AND SIZED FOR MAXIMUM 0.01"WG TOTAL PRESSURE DROP. MOREGotV •O \� 7. ADJUSTABLE HORIZONTAL/VERTICAL DISCHARGE U H �fR �G°k' 8. ANY GRILLE/DIFFUSER MOUNTED DIRECTLY ON EXPOSED DUCT SHALL MATCH COLOR OF DUCT(IF PAINTED)OR SHALL HAVE CLEAR ANODIZED FINISH(IF DUCT IS UNPAINTED), C/A M. CN 9. "RESERVED" 10. PLENUM CONNECTION SIZE,SLOT LENGTH,AND CFM SHOWN ON PLANS(EXAMPLE:SN8-120-2000 REFERS TO TAG"SN"WITH 8"ROUND CONNECTION, 120"CONTINUOUS SLOT LENGTH AND 2000 CFM). 11. PROVIDE MANUFACTURER'S INSULATED PLENUM. COALESCING AIR SEPARATOR SCHEDULE NATURAL GAS HEATING WATER BOILER SCHEDULE INTEGRAL DESIGN WATER PRESS FLUE ELECTRICAL EMERG OPER. FLOW PRESSURE DROP CONN.SIZE STRAINER SIZE DIA x H OPER.WT. EXISTING OR MODEL INPUT CAP OUTPUT CAP MIN EFF EWT LWT FLOW MIN FLOW P.D. RATING SIZE AIR INLET POWER UNIT SIZE WT. TAG # MANUFACTURER MODEL NUMBER LOCATION SYSTEM SERVED (GPM) (FT WG) (IN) (YIN) (IN) (LBS) NOTES NEW? TAG # MANUFACTURER NUMBER LOCATION (MBH) (MBH) (AFUE%) (°F) (°F) (GPM) (GPM) (FT WG) (PSIG) (IN) (IN) VOLTS PH MCA (YIN) (L"xW"xH") (LBS) NOTES AS 0-1 B&G CRS BOILER ROOM HEATING WATER 720 5 8" Y 24x49 1100 1-5 NEW B 0-1 HYDROTHERM KN-30 BOILER ROOM 3000 2700 90 110 140 180 50 10 125 8" 8 208 3 6 No 87x34x74 5000 1-15 NEW B 0-2 HYDROTHERM KN-30 BOILER ROOM 3000 2700 90 110 140 180 50 10 125 8" 8 208 3 6 No 87x34x74 5000 1-15 NOTES EXISTING B 0-3 HYDROTHERM KN-30 BOILER ROOM 3000 2700 90 110 140 180 50 10 125 8" 8" 208 3 6 No 87x34x74 5000 1-15,16 1. PROVIDE SEPARATOR RATED FOR ASME WORKING PRESSURE OF 125 PSIG. EXISTING B 0-4 HYDROTHERM KN-30 BOILER ROOM 3000 2700 90 110 140 180 50 10 125 8" 8" 208 3 6 No 87x34x74 5000 1-15,16 2. PROVIDE DRAIN LEG WITH BALL VALVE SHUTOFF AND ROUTE DRAIN TO FLOOR SINK. NEW B 0-5 HYDROTHERM KN-04 MUSIC 400 370 90 140 200 12 12 10 125 4" 4" 120 1 5 No 36x18x50 850 1-11,13,14,15 3. PROVIDE WITH AUTOMATIC AIR VENT AND ROUTE TO FLOOR SINK. PENTHOUSE 4. SUSPEND FROM STRUCTURE ABOVE. 5. FLANGED INLET/OUTLET CONNECTIONS REQUIRED. NOTES 1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. 2. PROVIDE NATURAL GAS FUEL SUPPLY AT 7 PSIG MIN. 3. INSTALL ON HOUSEKEEPING PAD. COORDINATE WITH STRUCTURAL ENGINEER. 4. PROVIDE THERMOMETER AND PRESSURE GAUGE AT HOT WATER INLET AND OUTLET. 5. PROVIDE ASME SAFETY RELIEF VALVE AT 125 PSI. 6. PROVIDE WATER FLOW SWITCH,LOW WATER CUTOFF,AND MANUAL RESET HIGH LIMIT SAFETY SWITCHES. 7. PROVIDE LOW PRESSURE GAS SWITCH,AUXILIARY SAFETY SHUTOFF GAS VALVE,MAIN MANUAL SHUTOFF VALVE,GAS PRESSURE REGULATORS,SPARK IGNITION ASSEMBLY AND AUTOMATIC GAS VAVLE OPERATOR. 8. BOILER PROVIDED WITH 5:1 MIN.STAGING BURNER CONTROL. _ 9. PROVIDE MANUFACTURER RECOMMENDED VENT MATERIAL-(AL29-4C FOR CONDENSING BOILERS) _ 10. PROVIDE MANUFACTURER BOILER CONTROL PACKAGE PER SPECIFICATIONS WITH WATER TEMPERATURE AND COMBUSTION CONTROL. PIPING DESIGN IS VARRIABLE PRIMARY. 11. BOILER MANUFACTURER TO PROVIDE CONTROLS INTERFACE FOR INTEGRATION WITH BAS AND COORDINATE WITH SPECIFICATIONS. BAS TO CONTROL PUMPS AND SEND SIGNAL TO BOILER CONTROLS ON PROOF OF FLOW. _ 12. PROVIDE LEAD/LAG CONTROL. 13. PROVIDE CONDENSATE NEUTRALIZER FOR CONDENSING BOILER AND ROUTE CONDENSATE TO FLOOR SINK. /�\ REVISIONS DATE 14. BOILER SHALL MEET LOCAL AIR QUALITY DISTRICT LOW-NOX EMISSIONS REQUIREMENTS. 15. PROVIDE MANUALLY OPERATED REMOTE SHUTDOWN PER ASME CSD-1 AND MECHANICAL CODE. 16. BOILERS ARE REUSED BUT ALL NEW CONTROLS,VALVES,CONDENSATE NEUTRALIZER,AND OTHER ASSOCICATED ACCESSORIES&COMPONENTS. EXHAUST FAN SCHEDULE ELECTRICAL AIR MIN. EMERG OPER. FLOW SP EFF. FAN MTR VFD POWER UNIT SIZE WT. TIGARD TUALATIN SCHOOL DISTRICT TAG # MANUFACTURER MODEL NUMBER LOCATION AREA SERVED DISCH TYPE DRIVE (CFM) (IN WG) (%) RPM RPM BHP HP VOLTS PH (YIN) (YIN) (L"xW'xH") (LBS) NOTES KILN VENTING SYSTEMEF 1 GREENHECK CUE-180-VG ROOF GENERAL EXHAUST UPBLAST CENTRIFUGAL DIRECT 280 0.6 39 1628 1750 0.07 0.1 120 1 No No 21x21x14 40 1,3,4,6,7,9TIGARD F-I I G IH EF 2 GREENHECK CUE-101-VG ROOF GENERAL EXHAUST UPBLAST CENTRIFUGAL DIRECT 205 1.0 29 1638 1725 0.11 0.25 115 1 No No 25X28 46 1,6,7,8,9,12 ELECTRICAL EF 3 GREENHECK CUE-161-VG ROOF MAIN FLOOR S1/S2 UPBLAST CENTRIFUGAL DIRECT 2435 1.25 56 1317 1725 0.86 2 208 1 No No 29X30 86 1,3,4,6,7,9 AIR EMERG OPER. MANUFACTUR EF 4 GREENHECK CUE-141-VG ROOF KILN ROOM UPBLAST CENTRIFUGAL DIRECT 1400 1.5 51 1565 1725 0.64 1 208 1 No No 18.5X18.5 76 1,6,7,8,9,13,15 MANUEFLOW VFD POWER UNIT SIZE LBSCHOOL TAG # ER MODEL NUMBER LOCATION DISCH TYPE DRIVE (CFM) MCA(A) VOLTS PH (YIN) (YIN) (L"xW'xH") (LBS) NOTES EF 5 GREENHECK CUBE-131-VG ROOF I KITCHEN WASHING UPBLAST CENTRIFUGAL DIRECT 1000 1.0 56 1401 1450 0.28 0.5 115 1 No No 38.5X38.5 63 1,6,7,8,9,12,14 VENT 1 SKUTT ENVIROVENT 2 KILN ROOM DOWNDRAFT VENT DIRECT 140 1.4 115 1 No No 12x12x12 30 1-6 M 0 D E R N I ZAT I 0 N EF 6 GREENHECK CUE-080-VG ROOF I GYM CONCESSIONS UPBLAST CENTRIFUGAL DIRECT 350 1.0 35 1575 1725 0.06 0.1 115 1 No No 18.5X18.5 35 1,3,4,6,7,9 VENT 2 SKUTT ENVIROVENT 2 KILN ROOM DOWNDRAFT VENT DIRECT 140 1.4 115 1 No No 12x12x12 30 1-6 EF 7 GREENHECK CUE-099-VG ROOF I S1/S2 LOWER LEVEL UPBLAST CENTRIFUGAL DIRECT 700 1.0 50 1686 1725 0.22 0.25 115 1 No No 25X28 39 1,3,4,6,7,9 EF 8 GREENHECK CUE-099-VG ROOF COMMONS UPBLAST CENTRIFUGAL DIRECT 700 1.0 50 1686 1725 0.22 0.25 115 1 No No 25X28 39 1,3,4,6,7,9 NOTES RESTROOMS 1. PROVIDE WITH 3"DIA FLEXIBLE ALUMIMUM DUCT ACCESSORY FROM FAN TO KILN. EF 9 GREENHECK USF-322-10-BI-50 ROOF KITCHEN HOOD UTILITY CENTRIFUGAL BELT 5600 3.0 70 1377 1725 3.96 5 480 3 Yes No 46xx30x50 400 1,2,3,4,5,7,11,13 2. PLUG IN STYLE FAN KIT,COORDINATE WITH DIV 26 FOR LOCAL ADJACENT OUTLET. 9000 SW DURHAM RD. EF 10 GREENHECK CUE-101-VG ROOF COMPRESSOR ROOM UPBLAST CENTRIFUGAL DIRECT 205 0.75 56 1317 1725 0.11 0.25 115 1 No No 29X30 86 1,3,4,6,7,9 3. COMPLY WITH INSTALLATION GUIDELINES FOR SPECIFIC KILN INSTALLATION. TIGARD,OR.97224 EF 11 GREENHECK CUE-131-VG ROOF GENERAL EXHAUST UPBLAST CENTRIFUGAL DIRECT 1690 1 51 1650 1725 0.53 0.75 208 1 No No 25x25x30 65 1,3,4,6,7,9 4. PROVIDE WITH WALL MOUNT PLATE FOR WALL INSTALL APPLICATIONS. EF 12 GREENHECK CUE-121-VG ROOF HEAVY MAKERS UPBLAST CENTRIFUGAL DIRECT 1500 0.4 36 1448 1725 0.26 0.5 115 1 No No 25x25x30 55 1,3,4,6,7,9 5. INSTALLATION(KILN AND BLOWER)SHALL BE UL LISTED. JOB NO: 16992.00 6. INTEGRATE ON/OFF CONTROL WITH LOCAL WALL MOUNT SWITCH,SEE PLANS,COORDINATE WITH ELECTRICAL CONTRACTOR. ISSUE DATE: 06/19/2018 NOTES Jurisdiction Stamp Area 1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. 2. VARIABLE FREQUENCY DRIVE(VFD)PROVIDED BY MECHANICAL.WIRED BY ELECTRICAL. 3. PROVIDE NEMA PREMIUM EFFICIENCY MOTOR. 4. PROVIDE NON-OVERLOADING MOTOR. 5. PROVIDE INVERTER READY MOTOR WITH SHAFT GROUNDING SYSTEM. CEILING FAN SCHEDULE 6. PROVIDE ECM(ELECTRONICALLY COMMUTATED MOTOR)CONTROL BY BAS. 7. PROVIDE VIBRATION ISOLATION AND SEISMIC RESTRAINT PER SPECIFICATIONS. 8. SEE SOUND DATA SCHEDULE FOR MAXIMUM SOUND LEVELS. ELECTRICAL 9. PROVIDE MOTORIZED DAMPER(WITH END SWITCH). AIR EMERG OPER. 10. FAN SHALL HAVE SPARK RESISTANT CONSTRUCTION. MANUFACTUR FLOW SP FAN MTR VFD POWER UNIT SIZE WT. 11. FAN SHALL BE UL-762 LISTED FOR GREASE EXHAUST APPLICATION. TAG # ER MODEL LOCATION DISCH TYPE DRIVE (CFM) (IN WG) RPM RPM VOLTS PH (Y/N) (YIN) (DIA"X H") (LBS) NOTES 12. FAN SHALL BE RATED FOR VAPOR(DISHWASHER)EXHAUST APPLICATION. CF 1 BIG ASS FANS ESSENCE COMMONS FORWARD/REVERSE CEILING FAN DRIVE 7500 0.1 76 76 115 1 No No 144X32 88 1-3 SCHEDULES 13. PROVIDE WITH VENTED CURB. CF 2 BIG ASS FANS ESSENCE COMMONS FORWARD/REVERSE CEILING FAN DRIVE 7500 0.1 76 76 115 1 No No 144X32 88 1-3 14. FAN OPERATES BASED ON DISHWASHER USE. COORDDINATE WITH DIV 26 FOR CURRENT SENSOR INSTALLATION,INDICATING DISHWASHER IS IN USE. CF 3 BIG ASS FANS ESSENCE COMMONS FORWARD/REVERSE CEILING FAN DRIVE 7500 0.1 76 76 115 1 No No 144X32 88 1-3 15. FAN OPERATES BASESD ON LOCAL SWITCH NEAR KILN. w • NOTES CO 1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. 2. VARIABLE FREQUENCY DRIVE(VFD)PROVIDED BY MECHANICAL.WIRED BY ELECTRICAL. I- 3. FAN CONTROLLED BY BUILDING AUTOMATION SYSTEM,SEE 230993. C w M0. 03 a_ • & •• •C •• • • O • •O • o• CC C a - o 2 C O C y 0 7 J 0 _ 0 2 C 0, - ,___ • Olia:ss'e o architects ••a 0•C • •• 00 RADON FAN SCHEDULE VARIABLE AIR VOLUME TERMINAL UNIT SCHEDULE-HOT WATER REHEAT •a • • • ••a a • • • a •a ELECTRICAL AIRFLOW HW REHEAT COIL 721 NW 9TH Ave, Suite 350 INLET COOL COOL/HEAT HEAT Portland, Oregon 97209 AIR EMERG OPER. MODEL SIZE MAX MIN MAX AIR PD CAP LAT EAT EWT LWT FLOW WPD BRANCH SIZE T (206) 340 9500 F (206) 340 9519 FLOW SP FAN MTR VFD POWER UNIT SIZE WT. TAG # MANUFACTURER NUMBER (IN) (CFM) (CFM) (CFM) (IN WG) (MBH) (°F) (°F) (°F) (°F) (GPM) (FT WG) ROWS DIA.(INCH) NOTES TAG # MANUFACTURER MODEL NUMBER LOCATION AREA SERVED DISCH DRIVE (CFM) (IN WG) RPM RPM MCD(A) VOLTS PH (YIN) (YIN) (L"xW'xH") (LBS) NOTES VAV Al TITUS DESV 14 1300 715 600 0.13 28.5 98.8 55 140 119.6 2.8 0.39 2 3/4 1-10 RF 1 FANTECH RN4-4 SEE PLANS UNDERSLAB INLINE ECM 200 2.75 4169 4169 2.6 120 1 No No 12x12x9 10 1-4 VAV A2 TITUS DESV 14 1350 745 650 0.14 28.5 95.4 55 140 116.4 2.5 0.34 2 3/4 1-10 RF 2 FANTECH RN4-4 SEE PLANS UNDERSLAB INLINE ECM 200 2.75 4169 4169 2.6 120 1 No No 12x12x9 10 1.4 VAV A3 TITUS DESV 14 1300 715 600 0.13 28.1 98.2 55 140 118.6 2.7 0.37 2 3/4 1-10 CIVIL ENGINEER& LANDSCAPE RF 3 FANTECH RN4-4 SEE PLANS UNDERSLAB INLINE ECM 200 2.75 4169 4169 2.6 120 1 No No 12x12x9 10 1-4 VAV A4 TITUS DESV 14 1335 735 600 0.14 25.9 94.8 55 140 114.5 2.1 0.26 2 3/4 1-10 Cardno RF 4 FANTECH RN4-4 SEE PLANS UNDERSLAB INLINE ECM 200 2.75 4169 4169 2.6 120 1 No No 12x12x9 10 1-4 VAV El TITUS DESV 6 230 130 230 0.07 8.0 87.0 55 140 120.6 0.8 0.14 2 3/4 1-10 6720 SW Macadam Ave Suite 200, RF 5 FANTECH RN4-4 SEE PLANS UNDERSLAB INLINE ECM 200 2.75 4169 4169 2.6 120 1 No No 12x12x9 10 1-4 Portland,OR 97219 VAV E2 TITUS DESV 8 365 205 250 0.10 10.1 92.2 55 140 119.5 1.0 0.24 2 3/4 1-10 T(503)-419-2500 RF 6 FANTECH RN4-4 SEE PLANS UNDERSLAB INLINE ECM 200 2.75 4169 4169 2.6 120 1 No No 12x12x9 10 1-4 VAV E3 TITUS DESV 8 380 210 175 0.04 6.1 87.1 55 140 132.1 1.6 1.33 2 3/4 1-10 RF 7 FANTECH RN4-4 SEE PLANS UNDERSLAB INLINE ECM 200 2.75 4169 4169 2.6 120 1 No No 12x12x9 10 1-4 VAV E4 TITUS DESV 6 300 165 150 0.11 6.6 95.6 55 140 124.0 0.8 0.14 2 3/4 1-10 STRUCTURAL ENGINEER • VAV E5 TITUS DESV 6 300 165 150 0.05 5.3 87.3 55 140 137.1 6.3 4.99 2 1 1-10 Catena Engineers NOTES VAV E6 TITUS DESV 8 500 275 500 0.16 17.3 86.9 55 140 124.6 2.3 0.75 2 3/4 1-10 1500 NE Irving St., Suite 412 1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. T 97232 (503)- VAV E7 TITUS DESV 16 1855 1020 1150 0.39 51.0 95.9 55 140 110.2 3.5 0.57 2 3/4 1-10 T(503) 2. FAN RUNS 24/7,PROVIDE WITH AUIDBLE ALARM ON FAN FAILURE. PROVIDE WITH CONTACTS FOR MONITOR FAN AND ALARM STATUS AT BAS. 4677--4980 3. PROVIDE FAN WITH EC MOTOR&LOCAL SPEED CONTROL VAV E8 1 TITUS DESV 14 1455 800 900 0.16 38.9 94.8 55 140 123.1 4.7 0.93 2 1 1-10 MECHANICAL ELECTRICAL & 4. FAN SHALL BE UL LISTED FOR RADON MITIGATION VAV E9 1 TITUS DESV 14 1370 755 900 0.15 38.6 94.5 55 140 122.5 4.5 0.86 2 1 1-10 PLUMBING ENGINEER VAV L1 I TITUS DESV 12 1165 700 945 0.21 I 37.3 91.4 55 140 130.2 7.7 4.09 2 1 11-10 Glumac • VAV L2 I TITUS DESV 12 1100 605 1100 0.19 35.6 184.8 55 140 120.4 3.7 1.03 2 3/4 11-10 900 SW Fifth Ave.,Suite 1600 VAV L3 TITUS DESV 10 1240 685 1105 0.24 f 40.2 188.5 55 140 129.1 I 7.5 3.86 I 2 1 11-10 Portland, OR 97204 VAV L4 TITUS DESV 6 200 110 200 { 0.06 7.5 89.8 55 140 121.7 I 0.8 0.14 I 2 3/4 11-10 T(503)-227-5280 VAV L5 TITUS DESV 8 275 155 200 1 0.06 8.9 196.0 55 140 120.9 I 0.9 0.22 1 2 3/4 11-10 FOOD SERVICE CONSULTANT - VAV L6 TITUS DESV 10 980 540 775 C 0.27 26.8 186.9 55 140 126.3 ( 4.0 1.0 1 2 1 1-10 Webb Foodservice Design VAV L7 TITUS DESV 10 610 340 325 0.12 17.1 103.5 55 140 132.5 ( 4.6 1.31 2 1 1-10 3700 SE Lafayette Ct. VAV L8 TITUS DESV 12 • 1180 650 I 1145 0.22 38.2 85.7 55 140 123.8 4.8 1.67 2 1 1-10 Portland,OR 97202 VAV L9 TITUS DESV 10 800 440 670 I 0.19 25.7 j 90.3 55 140 129.0 4.7 1.38 I 2 1 1-10 T{503}-236-8566 VAV L10 TITUS DESV 6 250 140 200 0.08 9.4 98.3 55 140 130.2 2.0 0.44 2 3/4 11-10 ACOUSTIC&AV CONSULTANT VAV Lit TITUS DESV 8 540 300 400 0.19 17.2 94.6 55 140 94.6 5.0 3.21 2 I 1 11-10 The Greenbusch Group VAV N1 TITUS DESV 8 325 180 275 I 0.08 9.8 87.8 55 E 140 116.2 0.8 0.19 2 I 3/4 1-10 1900 W.Nickerson St.,Suite 201 VAV N2 TITUS DESV 8 455 ` 455 455 0.14 14.7 84.8 55 140 118.3 1.4 0.34 2 3/4 1-10 Seattle,WA 98119 T 206-378-0569 VAV N3 TITUS DESV 12 985 800 935 0.16 22.0 76.7 55 140 104.4 1.3 0.22 2 3/4 1-10 VAV N4 TITUS DESV 6 240 240 240 0.08 8.1 86.2 55 140 1 120.3 0.8 0.14 2 3/4 1-10 COST CONSULTANT VAV N5 TITUS DESV 12 1150 635 300 0.21 14.3 98.9 55 140 116.9 1.3 0.21 2 3/4 1-10 Construction Focus VAV N6 TITUS DESV 8 500 275 160 I 0.16 7.6 99.0 55 140 121.5 0.8 0.19 2 3/4 1-10 740 Almaden St. VAV N7 TITUS DESV 14 1370 750 700 I 0.15 25.3 88.4 55 140 109.2 1.7 0.19 2 3/4 1-10 Eugene,OR 97402 T 541-686-2031 VAV N8 TITUS , DESV 8 550 305 225 0.19 9.0 91.8 55 140 118.2 0.8 0.19 2 3/4 1-10 VAV N9 TITUS DESV 14 1375 750 700 0.15 25.3 88.4 55 140 109.2 1.7 0.19 2 3/4 1-10 VAV N10 TITUS DESV 12 1000 550 820 0.16 26.6 84.9 I 55 140 112.8 2.0 0.40 2 3/4 1-10 EXPIRES: 12/31/19 VAV N11 TITUS DESV 12 1000 550 850 0.16 27.5 84.8 55 140 113.3 2.1 0.41 2 3/4 1-10 rsQ PROI VAV N12 TITUS DESV 8 530 295 400 0.18 13.0 84.9 55 140 117.1 1.2 0.29 2 3/4 1-10 c.��as 1 N e J/� VAV N13 TITUS DESV 6 325 180 250 0.13 8.3 85.4 55 140 120.0 0.8 0.14 2 3/4 1-10 9:$514069 VAV N14 TITUS DESV 10 800 440 540 0.19 17.5 84.9 55 140 116.5 1.5 0.25 2 3/4 1-10 VAV N15 TITUS DESV 14 1360 750 750 0.15 26.0 87.0 55 140 108.4 1.7 0.19 2 3/4 1-10oREcc VAVAN16 TITUS DESV 6 250 140 135 0.08 6.3 97.8 55 140 124.8 0.8 0.14 2 3/4 1-10 ".OS' R �GA{? VAV N17 TITUS DESV 8 365 205 240 0.10 9.2 90.5 55 140 117.5 0.8 0.19 2 3/4 1-10 6104 M CN VAV N18 TITUS DESV 6 250 250 250 0.08 8.3 85.4 55 140 120.0 0.8 0.14 2 3/4 1-10 VAV N19 TITUS DESV 6 200 200 200 0.06 7.5 ( 89.8 55 140 121.7 0.8 0.14 2 3/4 1-10 VAV N20 TITUS DESV 12 915 505 625 1 0.14 20.3 184.9 55 140 109.7 1.4 0.24 2 3/4 1-10 VAV N21 TITUS DESV 10 I 500 275 500 1 0.09 16.2 184.9 55 140 115.8 I 1.4 0.21 2 3/4 1-10 VAV N22 TITUS I DESV 8 I 500 500 500 1 0.16 16.2 84.9 55 140 1 120.7 I 1.7 0.44 2 3/4 1-10 VAV N23 TITUS I DESV 14 1500 825 900 0.17 29.2 84.9 55 140 1 107.8 I 1.8 0.22 2 3/4 1-10 VAV N24 TITUS I DESV 14 1500 825 900 0.17 29.2 84.9 55 140 107.8 1.8 0.22 2 3/4 1-10 VAV N25 TITUS I DESV 14 1500 825 1000 0.17 32.4 84.9 55 140 108.9 2.1 0.28 2 1 3/4 1-10 VAV N26 TITUS DESV 10 640 355 k 200 0.13 10.3 102.4 55 140 123.3 , 1.3 0.19 2 1 3/4 1-10 VAV N27 TITUS DESV 14 1500 825 975 0.17 31.6 184.9 55 140 1 108.7 2.0 0.26 2 3/4 11-10 VAV N28 TITUS DESV 14 1400 770 845 0.15 27.4 84.9 55 140 107.3 1.7 0.20 2 314 1-10 VAV N29 TITUS DESV 14 1 1400 770 845 ( 0.15 27.4 84.9 55 140 107.3 1.7 0.20 2 3/4 1-10 VAV N30 TITUS DESV 14 1 1400 770 845 1 0.15 27.4 84.9 55 140 107.3 1.7 0.20 2 3/4 1-10 VAV N31 TITUS DESV 14 1400 770 845 1 0.15 27.4 84.9 55 140 107.3 1.7 0.20 2 3/4 1-10 VAV N32 TITUS DESV 14 1400 770 845 0.15 27.4 84.9 55 140 107.3 1.7 0.20 2 3/4 1-10 VAV N33 TITUS DESV 14 1500 825 950 0.17 30.8 84.9 55 140 1108.4 2.0 0.25 2 3/4 1-10 VAV N34 TITUS DESV 12 975 535 350 0.15 15.4 95.5 55 140 115.1 1.3 0.21 2 3/4 1-10 VAV N35 TITUS DESV 12 980 540 575 0.16 18.9 85.3 55 140 109.4 1.3 0.21 2 3/4 1-10 VAV N36 TITUS DESV 6 8 250 250 0.08 8.3 85.4 55 140 120.0 0.8 0.14 2 3/4 1-10 VAV S1 TITUS DESV 10 790 435 590 0.19 16.5 80.8 55 140 113.3 1.3 0.19 2 3/4 1-10 VAV S2 TITUS DESV 16 2155 1185 800 0.15 21.6 79.9 55 140 124.0 2.7 0.87 2 3/4 11-10 VAV S3 TITUS DESV 12 925 510 695 0.14 20.2 81.7 55 140 107.4 1.3 0.21 2 3/4 11-10 VAV S4 TITUS DESV 14 1915 1055 1000 0.26 28.7 81.5 55 140 105.1 1.7 I 0.19 2 3/4 11-10 VAV S5 TITUS DESV 8 600 300 300 0.09 10.5 84.3 55 140 114.5 0.8 I 0.19 2 3/4 1-10 VAV S6 TITUS DESV 16 2225 1225 1300 0.35 38.1 82.1 55 140 109.3 2.5 I 0.36 2 3/4 1-10 VAV S7 TITUS DESV 6 290 160 230 0.11 8.0 87.0 55 140 120.6 0.8 I 0.14 2 3/4 11-10 - VAV S8 TITUS DESV 10 690 380 690 I 0.15 17.3 78.1 55 140 112.0 1.3 I 0.19 2 3/4 11-10 VAV S9 TITUS DESV 10 590 325 510 I 0.12 15.7 83.4 55 140 114.6 1.3 0.19 2 3/4 11-10 VAV S10 TITUS DESV 6 150 150 150 I 0.04 6.6 95.6 55 140 124.0 0.8 0.14 2 3/4 1-10 - VAV S11 TITUS DESV 8 485 270 265 I 0.16 9.6 88.5 55 140 1 116.6 0.8 0.19 2 ( 3/4 1-10 VAV S12 TITUS I DESV 10 625 345 550 I 0.13 16.1 82.0 55 140 1 113.9 1.3 0.19 2 I 3/4 1-10 / \ REVISIONS DATE VAV S13 TITUS ( DESV 10 700 385 700 0.15 17.4 77.9 55 140 111.9 1.3 0.19 2 I 3/4 1-10 VAV S14 TITUS 1 DESV 14 1670 920 850 0.20 27.2 84.5 55 140 106.9 1.7 0.19 2 I 3/4 11-10 VAV S15 TITUS 1 DESV 14 1400 770 900 0.15 I 27.7 83.4 55 140 ( 106.3 1.7 0.19 2 3/4 11-10 VAV S16 TITUS DESV 12 1320 730 900 E 0.14 I 27.7 83.4 55 140 106.3 I 1.7 0.19 2 3/4 11-10 VAV S17 TITUS DESV 16 1840 1015 1100 1 0.25 35.8 185.0 55 140 111.2 2.5 0.36 2 3/4 11-10 VAV S18 TITUS DESV 16 1590 875 900 0.19 27.7 83.4 55 140 106.3 1.7 0.19 2 I 3/4 11-10 VAV S19 TITUS DESV 8 1590 875 900 0.19 I 27.7 83.4 55 140 106.3 1.7 0.19 2 3/4 1-10 VAV S20 I TITUS DESV 8 460 255 175 0.06 6.1 87.1 55 140 132.2 1.6 1.33 I 2 3/4 1-10 VAV W1 TITUS DESV 8 450 250 I 450 0.06 9.1 73.6 I 55 140 126.8 1.4 1.09 2 3/4 1-10 VAV W2 TITUS DESV 14 1200 660 900 0.12 36.4 92.3 55 140 118.1 3.4 0.51 2 3/4 1-10 VAV W3 TITUS DESV 10 500 375 400 0.09 15.6 90.9 55 140 119.5 1.5 0.25 2 3/4 1-10 VAV W4 TITUS DESV 10 800 400 I 500 0.19 22.2 95.9 1 55 140 130.9 5.0 I 1.52 2 1 1-10 VAV W5 TITUS DESV 8 325 325 I 325 0.13 9.1 80.7 I 55 140 118.0 0.8 I 0.14 2 3/4 1-10 VAV W6 TITUS DESV 10 725 400 525 0.16 19.5 89.2 55 140 120.8 2.1 0.34 2 3/4 1-10 VAV W7 TITUS I DESV 8 350 1 195 200 0.09 I 8.5 94.3 55 140 119.3 0.8 0.19 2 3/4 1-10 TIGARD TUALATIN SCHOOL DISTRICT VAV W8 TITUS 1 DESV 10 685 380 615 0.15 1 19.9 1 84.8 55 140 117.9 1.8 I 0.31 2 3/4 1-10 VAV W9 TITUS DESV 8 550 550 I 550 0.19 I 12.3 75.6 55 140 110.2 0.8 0.19 2 3/4 1-10 TIGARD I-I I G H VAV W10 TITUS DESV 8 350 195 I 200 0.09 8.5 94.3 55 140 119.3 0.8 i 0.19 2 3/4 1-10 VAV Wil TITUS DESV 14 1335 1335 1335 0.14 31.2 76.5 55 140 102.1 1.7 0.19 2 3/4 1-10 ScI-IOOL VAV W12 TITUS 1 DESV 10 1000 400 500 0.28 21.5 94.6 55 140 128.7 3.9 I 0.95 2 3/4 1-10 MODERNIZATION NOTES 1. PROVIDE PRESSURE INDEPENDENT TERMINAL UNIT. 2. TERMINAL AIR PRESSURE DROP SHALL BE CALCULATED WITH THE COOLING MAXIMUM AIR FLOW THROUGH THE REHEAT COIL. 3. UNIT VENDOR TO VERIFY COIL SELECTIONS AND SIZING.REHEAT COIL SHALL BE SELECTED AT PEAK HEAT DESIGN CONDITIONS. 2-ROW COILS ARE NOT NECESSARY REQUIRED-VENDOR TO VERIFY. 9000 SW DURHAM RD. 4. PROVIDE NEMA 1 CONTROLS ENCLOSURE. TIGARD,OR.97224 5. COORDINATE WITH BAS CONTRACTOR-CONTROLLER BY BAS CONTRACTOR. JOB NO: 16992.00 6. COORDINATE WITH DIV 26 FOR POWER. DEDICATED LINE VOLTAGE CIRCUITS WITH COMMON TRANSFORMER DOWN TO 24V,DAISY CHAIN LOW VOLTAGE POWER TO VAV BOXES. 7. PROVIDE MINIMUM FIVE(5)FOOT LONG SOUND ATTENUATION DISCHARGE PLENUM. INSIDE CLEAR DIMENSION SHALL BE 2"HIGHER THAN TERMINAL HEIGHT AND 4"WIDER THAN TERMINAL WIDTH. REFER TO ISSUE DATE: 06/19/2018 DETAILS. Jurisdiction Stamp Area 8. INSULATION LINING TYPE SHALL BE MINIMUM 1"THICK OR R-4.2,WHICHEVER IS GREATER. 9. MAXIMUM NC-30 DISCHARGE AND RADIATED SOUND LEVELS AT 0.5"STATIC PD. NOISE RATING IN ACCORDANCE WITH ARI STANDARD 880. 10.RESERVED SCHEDULES E- W U) 2 W MO.04 a. 5 43 OUTDOOR AIR CALCULATION (MULTIPLE-ZONE RECIRCULATING SYSTEM) =a< .. p • • • • • • • • • • • • • •- SYSTEM: RTU-1 BASED ON ASHRAE 62.1-2007 -TABLE 6-1 TABLE 6-1 TABLE 6-1 OVERRIDE NUMBER OF OUTDOOR EXHAUST BREATHING ZONE TABLE 6-2 ZONE ZONE PRMARY ZONE PRIMARY EXHAUST OSA/EXH AIR . • x • OUTDOOR � ROOM # ZONE DESCRIPTION APPLICATION AREA OUTDOOR AIR OCCUPANCY CALCULATED #OCCUPANTS/ OCCUPANTS 1 AIR REQ. RATE REQ. OUTDOOR AIR FLOW ZONE AIR DIST. AIR FLOW AIR FLOW OUTDOOR AIR REQUIRED AIRFLOW CLASS 35 , ; (SF) (CFM/SF) (P/1000 SF) OCCUPANTS # FIXTURES FIXTURES (CFM/PERSON) (CFM/SF) (CFM) EFFECTIVENESS (CFM) (MIN. CFM) FRACTION (CFM) PROVIDED architects Vbz Ez Voz Vpz Zp (CFM) "' ': ' ' •• . • , • . e e • e 5 5 • 7•• 453 :0 O a E01 BREK15 1 BK RMIVVORK BREAK ROOMS 534 0.12 50 26.7 20 20.0 5.0 - 164 0.8 205 400 0.513 - 1 o • e a • • :, = 3 • - 0 0 0 0 3 "3 E01CLAS08 1 CLASSROOM CLASSROOMS(AGES 9+) 921 0.12 35 32.2 32.2 10.0 - 433 0.8 541 820 0.660 - 1 721 NW 9th Ave, Suite 350 EOICLAS09 1 CLASSROOM CLASSROOMS(AGES 9+) 937 0.12 35 32.8 32.8 10.0 - 440 0.8 550 850 0.647 - 1 Portland, Oregon 97209 EOICONFO4 1 MEETING CONFERENCE/MEETING 213 0.06 50 10.7 10.7 5.0 - 66 0.8 83 200 0.415 - 1 T (503 224 9162 F (206) 340 9519 EOI CONF26 1 CONF CONFERENCE/MEETING 326 0.06 50 16.3 12 12.0 5.0 - 80 0.8 99 240 0.413 - 1 E01 CORR11 1 CORR CORRIDORS 1108 0.06 0 0.0 0.0 0.0 - 66 0.8 83 150 0.553 - 1 CIVIL ENGINEER& E01CORR90 1 COMMONS ALCOVE CORRIDORS 528 0.06 0 0.0 0.0 0.0 - 32 0.8 40 100 0.400 - 1 LANDSCAPE ARCHITECT E01CORR97 1 CORR CORRIDORS 274 0.06 0 0.0 0.0 0.0 - 16 0.8 21 90 0.233 - 1 Cardno EOICORR98 1 CORR CORRIDORS 1244 0.06 0 0.0 0.0 0.0 - 75 0.8 93 150 0.620 - 1 6720 SW Macadam Ave,Suite 200 Portland,OR 97219 E01 CORR99 1 CORR CORRIDORS 1774 0.06 0 0.0 0.0 0.0 - 106 0.8 133 225 0.591 - 1 T(503)419 2500 E01CTECO7 1 CE 2 CLASSROOMS(AGES 9+) 1961 0.12 35 68.6 50 50.0 10.0 - 735 0.8 919 1400 0.656 - 1 STRUCTURAL ENGINEER EOICUSTI3 1 CUSTODIAL (EXH)JANITOR,TRASH,RECYCLE ROOMS 994 - - - 0.0 - 1.0 0 0.8 0 785 - 994 3 Catena E01CUST44 1 CUSTODIAL (EXH)JANITOR,TRASH,RECYCLE ROOMS 67 - - - 0.0 - 1.0 0 0.8 0 50 - 67 3 1500 NE,OR 97232 Irving St,Suite 412 Portland E01 ELEC59 1 CUSTODIAL (EXH)JANITOR,TRASH,RECYCLE ROOMS 82 I - - - 0.0 - 1.0 0 ( 0.8 0 70 - 82 3 T(503)467 4797 E01KITC01 1 ( TEACHING KITCHEN (EXH)KITCHENETTES 264 - - - 0.0 - 0.3 0 0.8 0 100 - 79 2 MEP ENGINEER E01 LOBB29 1 WAITING RECEPTION AREAS 722 0.06 30 21.7 16 16.0 5.0 - 123 0.8 154 250 0.616 - 1 Glumac 900 SW 5th Ave,Suite 1600 E01 OCST72 1 • I BOOK KEEPER OCCUPIIABLE STOR.FOR DRY GOODS 125 0.06 2 0.3 0.3 5.0 - 9 0.8 11 50 0.220 - 2 Portland,OR 97204 E01 OFFI03 1 OFFICE OFFICE SPACE 120 0.06 5 0.6 1 1.0 5.0 - 12 0.8 15 50 0.300 - 1 T(503)227 5280 EOIOFFI05 1 OFFICE OFFICE SPACE 126 0.06 5 0.6 1 1.0 5.0 - 13 0.8 16 50 0.320 - 1 AUDIO VISUAL EOIOFFII4 1 OFFICE OFFICE SPACE 94 0.06 5 0.5 1 1.0 5.0 - 11 0.8 13 50 0.260 - 1 The Greenbusch Group 1900 West Nickerson St,Suite 201 E01 OFFI17 1 OFFICE OFFICE SPACE 209 0.06 ( 5 1.0 1.0 5.0 - 18 ( 0.8 22 50 0.440 - I 1 Seattle,WA 98119 T(206)378 0569 E01OFFI19 1 OFFICE OFFICE SPACE 207 0.06 5 1.0 1.0 5.0 - 18 0.8 22 50 0.440 - 1 EOIOFFI22 1 OFFICE OFFICE SPACE 206 0.06 5 1.0 1.0 5.0 - 18 0.8 22 50 0.440 - I 1 COST CONSULTANT EOIOFFI24 1 PRINCIPAL OFFICE SPACE 242 0.06 5 1.2 1 1.0 5.0 - 20 0.8 24 50 0.480 - 1 Construction Focus, INC. 740 Almaden St EOI OFFI25 1 OFFICE OFFICE SPACE 176 0.06 5 0.9 1 1.0 5.0 - 16 0.8 19 50 0.380 - 1 Eugene,Or 97402 - T(541)686 2031 - E01OFFI46 1 OFFICE OFFICE SPACE 206 0.06 5 1.0 1.0 5.0 18 0.8 22 50 0.440 1 EOIOFFI64 1 OFFICE OFFICE SPACE 134 0.06 5 0.7 1 1.0 5.0 - 13 0.8 16 50 0.320 - I 1 EO10POF21 1 0.ASST OFFICE SPACE 1690 0.06 5 8.5 8.5 5.0 - 144 0.8 180 300 0.600 - I 1 E01 REST12 1 T (EXH)TOILETS-PUBLIC 60 - - - 1 1.0 - 50/70(CFM/UNIT) 0 0.8 0 - 50/70 2 E01 REST16 1 RESTROOM (EXH)TOILETS-PUBLIC 65 - - - 1 1.0 - 50/70(CFM/UNIT) 0 0.8 0 - 50/70 2 I EQI REST18 1 RESTROOM (EXH)TOILETS-PUBLIC 62 - - - 1 1.0 - 50/70(CFM/UNIT) 0 0.8 . 0 - 50/70 2 EOI REST20 1 RESTROOM (EXH)TOILETS-PUBLIC 66 - - - 1 1.0 - 50/70(CFM/UNIT) 0 0.8 0 - 50/70 2 EXPIRES: 12/31/19 EOI REST23 I 1 TOILET (EXH)TOILETS-PUBLIC 55 - - - 1 1.0 - 50/70(CFM/UNIT) 0 0.8 0 - 50/70 2 cp PROT E01 REST65 1 RESTROOM (EXH)TOILETS-PUBLIC 66 - - - 1 1.0 - 50/70(CFM/UNIT) 0 0.8 0 - 50/70 I 2 4,4? �0 I NE4.�P D EOIREST88 1 GIRLS (EXH)TOILETS-PUBLIC 485 - - - 6 6.0 - 50/70(CFM/UNIT) 0 0.8 0 - 300/420 2 90 1STAR31 1 STAIRSCORRIDORS 677 0.06 ( 0 0.0 0.0 0.0 - 41 0.8 51 100 0.510 - 1 EO ( I I I I o� E01STOR06 1 EMER EQMT OCCUPIIABLE STOR.FOR DRY GOODS 79 0.06 2 0.2 0.2 5.0 - 6 0.8 7 50 0.140 - 2 4/04%41'1 G4" EO1 STOR42 1 DRY STORAGE OCCUPIIABLE STOR.FOR DRY GOODS 229 0.06 2 0.5 0.5 5.0 - 16 0.8 20 50 0.400 2 'S'U4 GNB' EOISTOR62 1 SPRINKLER RISER OCCUPIABLE STOR.FOR LIQUIDS/GELS 60 0.12 2 0.1 0.1 5.0 - 8 0.8 10 50 0.200 - 2 Z EOISTOR81 1 VAULT OCCUPIIABLE STOR.FOR DRY GOODS 49 0.06 2 0.1 0.1 5.0 - 3 0.8 4 50 0.080 - 2 0 O E01 VESTO2 1 VEST CORRIDORS 66 0.06 0 0.0 0.0 0.0 - 4 0.8 5 50 0.100 - 1 ( 4/T, I- EOIVEST30 1 ENTRY VEST. CORRIDORS 278 0.06 0 0.0 0.0 0.0 - 17 0.8 21 50 0.420 - 1 • Q E02CLAS02 2 CLASSROOM CLASSROOMS(AGES 9+) 972 0.12 35 34.0 34.0 10.0 - 457 0.8 571 975 0.586 - I 1 '1 U E02CLAS03 2 CLASSROOM I CLASSROOMS(AGES 9+) 924 0.12 35 32.3 32.3 10.0 - 434 0.8 543 845 0.643 - 1 = 1.1_ E02CLASO4 2 CLASSROOM CLASSROOMS(AGES 9+) 922 0.12 35 32.3 32.3 10.0 - 433 0.8 542 845 0.641 - 1 Z Q E02CLAS05 2 CLASSROOM CLASSROOMS(AGES 9+) 927 0.12 35 32.4 32.4 10.0 - 436 I 0.8 545 850 0.641 - 1 i- 0 EO2CLAS07 2 CLASSROOM CLASSROOMS(AGES 9+) 923 0.12 35 32.3 32.3 10.0 - 434 0.8 542 850 0.638 - 1 Q 2 EO2CLAS08 2 CLASSROOM CLASSROOMS(AGES 9+) 925 0.12 35 32.4 32.4 10.0 - 435 0.8 543 850 0.639 - 1 E02CLAS09 2 ( CLASSROOM CLASSROOMS(AGES 9+) 968 0.12 35 33.9 33.9 10.0 - 455 0.8 569 935 0.609 - ( 1 I Q E02CLAS17 2 CLASSROOM CLASSROOMS(AGES 9+) 1007 0.12 35 35.2 35.2 10.0 - 473 0.8 592 1000 0.592 - 1 I F- E02CLAS18 2 CLASSROOM CLASSROOMS(AGES 9+) 956 0.12 35 33.5 33.5 10.0 - 449 0.8 562 900 0.624 - 1 E02CLAS19 I 2 CLASSROOM I CLASSROOMS(AGES 9+) 979 0.12 35 34.3 34.3 10.0 - 460 I 0.8 575 900 0.639 I - I 1 I E02CONFO1 2 FLEX/MTG CONFERENCE/MEETING 275 0.06 50 13.8 13.8 5.0 - 85 0.8 107 200 0.535 - 1 I EO2CORR13 2 CORRIDOOR CORRIDORS 917 0.06 0 0.0 0.0 0.0 - 55 I 0.8 69 150 0.460 - 1 E02CORR14 2 CORRIDOOR I CORRIDORS 3053 0.06 0 0.0 0.0 0.0 - 183 0.8 229 350 0.654 - 1 E02CORR15 2 CORRIDOOR CORRIDORS 1806 0.06 0 0.0 0.0 0.0 - 108 0.8 135 225 0.600 I - I 1 EO2REST2O 2 GIRLS (EXH)TOILETS-PUBLIC 667 - - - 10 10.0 - 50/70(CFM/UNIT) 0 0.8 0 - I 500/700 2 I I I 34,002 Total all zones Pz: 539.7 Max(Zp): 0.660 - SYSTEM POPULATION(PEOPLE), Ps 539 UNCORRECTED OUTDOOR AIR INTAKE(CFM),Vou: 7629.3 APPENDIX A OVERRIDE FOR Ev: 0.75 - OCCUPANT DIVERSITY, D=(Ps)/Total all zones(Pz) 1.00 SYSTEM VENTILATION EFFICIENCY,Ev: Use Appendix A - OUTDOOR AIR INTAKE FLOW(CFM),Vot: I 10172 I LEED EQc2-30%INCREASED VENTILATION: NO Af REVISIONS DATE OUTDOOR AIR CALCULATION (MULTIPLE-ZONE RECIRCULATING SYSTEM) ._ SYSTEM: RTU-2 BASED ON ASHRAE 62.1-2007 -TABLE 6-1 TABLE 6-1 TABLE 6-1 OVERRIDE NUMBER OF OUTDOOR EXHAUST BREATHING ZONE TABLE 6-2 L01ZONE PRMARY ZONE PRIMARY EXHAUST OSA/EXH AIR OUTDOOR ROOM # ZONE DESCRIPTION APPLICATION AREA OUTDOOR AIR OCCUPANCY CALCULATED # OCCUPANTS/ OCCUPANTS 1 AIR REQ. RATE REQ. OUTDOOR AIR FLOW ZONE AIR DIST. AIR FLOW AIR FLOW OUTDOOR AIR REQUIRED AIRFLOW CLASS (SF) (CFM/SF) (P/1000 SF) OCCUPANTS # FIXTURES FIXTURES (CFM/PERSON) (CFM/SF) (CFM) EFFECTIVENESS (CFM) (MIN. CFM) FRACTION (CFM) PROVIDED Vbz Ez Voz Vpz Zp (CFM) GO1 CLAS08 ENGINEERING CLASSROOMS(AGES 9+) 1221 0.12 35 42.7 35 35.0 10.0 - 497 0.8 621 1300 0.478 - 1 GO1 CLAS14 TRAINING CLASSROOMS(AGES 9+) 555 0.12 35 19.4 20 20.0 10.0 - 267 0.8 333 550 0.605 - 1 GO1CLAS34 IT CLASSROOM COMPUTER LAB 958 0.12 25 24.0 35 35.0 10.0 - 465 0.8 581 1000 0.581 - 1 TIGARD TUALATIN SCHOOL GOI CLAS42 MAKER SPACE 1 CLASSROOMS(AGES 9+) 5195 0.12 35 181.8 70 70.0 10.0 - 1323 0.8 1654 3000 0.551 - 1 DISTRICT GO1CLEN02 CLEANROOM SCIENCE LABORATORIES 308 0.18 25 7.7 8 8.0 10.0 - 135 0.8 169 330 0.512 - 2 1-I b GOICONF28 MEETING ROOM CONFERENCE/MEETING 175 0.06 50 8.8 10 10.0 5.0 - 61 0.8 76 145 0.524 - 1 GOICORRO9 CORRIDOR CORRIDORS 1099 0.06 0 0.0 0.0 0.0 - 66 0.8 82 130 0.631 - 1 HIGH G0ICORRI5 CORRIDOR CORRIDORS 1656 0.06 0 0.0 0.0 0.0 - 99 0.8 124 200 0.620 - 1 SCHOOL GO1 CORR20 CORRIDOR CORRIDORS 369 0.06 0 0.0 0.0 0.0 - 22 0.8 28 100 0.280 - 1 GOI LOCK06 DRY TEAM ROOM CONFERENCE/MEETING 339 0.06 50 17.0 17.0 5.0 - 105 0.8 131 250 0.524 I MODERNIZATION GO1 LOCK11 DRY TEAM ROOM CONFERENCE/MEETING 360 0.06 50 18.0 18.0 5.0 - 112 0.8 140 260 0.538 - 1 001 MECH12 BOILER ROOM BOILER ROOM 974 0.06 0 0.0 0.0 0.0 - 58 0.8 73 150 0.487 - X 9000 SW DURHAM RD. GOIOFFIO5 OFFICE OFFICE SPACE 57 0.06 5 0.3 1 1.0 5.0 - 8 0.8 11 110 0.100 - 1 TIGARD,OR.97224 GOIOFFI30 OFFICE OFFICE SPACE 137 0.06 5 0.7 1 1.0 5.0 - 13 0.8 17 120 0.142 - 1 JOB NO: 16992.00 GO1STOR04 STORAGE OCCUPIIABLE STOR.FOR DRY GOODS 233 0.06 2 0.5 0.5 5.0 - 16 0.8 20 65 0.308 - 2 ISSUE DATE: 06/19/2018 GO2CLAS01 FLEX . CLASSROOMS(AGES 9+) 439 0.12 35 15.4 20 20.0 10.0 - 253 0.8 316 700 0.451 - 1 Jurisdiction Stamp Area GO2CLAS02 COMPUTER SCIENCE COMPUTER LAB 925 0.12 25 23.1 30 30.0 10.0 - 411 0.8 514 850 0.605 - 1 GO2CLAS03 CLASSROOM CLASSROOMS(AGES 9+) 898 0.12 35 31.4 35 35.0 10.0 - 458 0.8 572 900 0.636 - 1 GO2CLASO4 CLASSROOM CLASSROOMS(AGES 9+) 943 0.12 35 33.0 35 35.0 10.0 - 463 0.8 579 900 0.643 - 1 GO2CLAS05 JOURNALISMNIDEO CLASSROOMS(AGES 9+) 1275 0.12 35 44.6 40 40.0 10.0 - 553 0.8 691 1100 0.628 - 1 PRODUCTION GO2CLAS06 COMPUTER GRAPHICS CLASSROOMS(AGES 9+) 1434 0.12 35 50.2 40 40.0 10.0 - 572 0.8 715 1200 0.596 - 1 GO2CLAS14 STUDIO CLASSROOMS(AGES 9+) 418 0.12 35 14.6 30 30.0 10.0 - 350 0.8 438 600 0.730 - 1 GO2CORRO7 CORRIDOR CORRIDORS 1839 0.06 0 0.0 0.0 0.0 - 110 0.8 138 310 0.445 - 1 GO2CORR15 CORRIDOR CORRIDORS 395 0.06 0 0.0 0.0 0.0 - 24 0.8 30 100 0.300 I SCHEDULES GO2STORI2 STORAGE OCCUPIIABLE STOR.FOR DRY GOODS 108 0.06 2 0.2 0.2 5.0 8 0.8 9 50 0.180 2 2 GO2RESTO8 UNISEX RESTROOM (EXH)TOILETS-PUBLIC 67 - - - 1 1.0 - 50/70(CFM/UNIT) 0 0.8 0 50 - 50/70 2 F- a. 0) 001KILNO7 KILN ROOM (EXH)ART CLASSROOMS 50 - - - 0.0 - 0.7 0 0.8 0 50 - 35 2 w O 4/J CV I- N d' 22,427 Total all zones Pz: 445.6 Max(Zp): 0.730 ao GC r' C SYSTEM POPULATION(PEOPLE),Ps 445 UNCORRECTED OUTDOOR AIR INTAKE(CFM),Vou: 6443.4 APPENDIX A OVERRIDE FOR Ev: 0.78 1_1.• I Y!0.0 5 OCCUPANT DIVERSITY,D=(Ps)/Total all zones(Pz) 1.00 SYSTEM VENTILATION EFFICIENCY,Ev: Use Appendix A III 4 OUTDOOR AIR INTAKE FLOW(CFM),Vot: I 8261 I LEED EQc2-30%INCREASED VENTILATION: NO CL a 0 C,. - El - JJ O• C,C C - S 9 C C 0J J D ) C C CI, -'J C C J J C •C• - • •O • J • S • C. • • • • • C • • • • • • • • • •C OUTDOOR AIR CALCULATION (SINGLE ZONE OR 100% OSA SYSTEM) 3 a , SYSTEM: RTU-3 BASED ON ASHRAE 62.1-2007 -TABLE 6-1 tiassettiJ TABLE 6-1 TABLE 6-1 OVERRIDE NUMBER OF OUTDOOR EXHAUST BREATHING ZONE TABLE 6-2 ZONE OUTDOOR EXHAUST OSA/EXH architects ROOM # ZONE DESCRIPTION APPLICATION AREA OUTDOOR AIR OCCUPANCY CALCULATED # OCCUPANTS/ OCCUPANTS / AIR REQ. RATE REQ. OUTDOOR AIR FLOW ZONE AIR DIST. AIR FLOW REQUIRED AIRFLOW '°' •'• ' ' (SF) (CFM/SF) (P/1000 SF) OCCUPANTS # FIXTURES FIXTURES (CFM/PERSON) (CFM/SF) (CFM) EFFECTIVENESS (CFM) (CFM) PROVIDED = O ft- Ty -Z J O C J J J Vbz Ez Voz (CFM) 721 NW 9th Ave, Suite 350 E01COMM51 RTU-3 COMMONS MAIN ENTRY LOBBIES 12108 0.06 10 121.1 500 { 500.0 5.0 3226 0.8 4033 - Portland, Oregon 97209 E01ATHE69 RTU-3 STORAGE OCCUPIIABLE STOR.FOR DRY GOODS 682 0.06 2 1.4 2 2.0 5.0 0.0 51 0.8 64 0 T (503 224 9162 F (206) 340 9519 E01GNG94 RTU-3 GRAB-N-GO SALES(EXCEPT SPACES BELOW) I 106 0.12 15 1.6 1.6 7.5 - 25 0.8 31 - EOISTOR57 RTU-3 STORAGE OCCUPIABLE STOR. FOR LIQUIDS/GELS I 513 0.12 2 1.0 1.0 5.0 0.0 67 0.8 83 0 E01REST70 RTU-3 RESTROOMS (EXH)TOILETS-PUBLIC 682 - - - 12 12.0 - 50/70(CFM/UNIT) 0 0.8 0 600/840 CIVIL ENGINEER & LANDSCAPE ARCHITECT E02STAR10 RTU-3 STAIRS I CORRIDORS I 905 0.06 0 0.0 , 0.0 0.0 54 0.8 68 Cardno I I I I 6720 SW Macadam Ave,Suite 200 Portland,OR 97219 14,996 Total all zones Pz: 504.6 0 T(503)419 2500 STRUCTURAL ENGINEER LEED EQc2-30%Increased Ventilation?: NO Catena 1500 NE Irving St,Suite 412 Portland,OR 97232 OUTDOOR AIR INTAKE FLOW(CFM),Vot I 4279 I T(503)467 4797 MEP ENGINEER Glumac 900 SW 5th Ave,Suite 1600 Portland,OR 97204 T(503)227 5280 OUTDOOR AIR CALCULATION (SINGLE ZONE OR 100% OSA SYSTEM) AUDIOVISUAL • The Greenbusch Group SYSTEM: RTU-4 BASED ON ASHRAE 62.1-2007 -TABLE 6-1 1900 West Nickerson St,Suite 201 TABLE 6-1 TABLE 6-1 OVERRIDE NUMBER OF OUTDOOR EXHAUST BREATHING ZONE TABLE 6-2 ZONE OUTDOOR EXHAUST OSA/EXH Sattle,WA98119 T(206)378 0569 ROOM # ZONE DESCRIPTION APPLICATION AREA OUTDOOR AIR OCCUPANCY CALCULATED # OCCUPANTS/ OCCUPANTS / AIR REQ. RATE REQ. OUTDOOR AIR FLOW ZONE AIR DIST. AIR FLOW REQUIRED AIRFLOW (SF) (CFM/SF) (P/1000 SF) OCCUPANTS # FIXTURES FIXTURES (CFM/PERSON) (CFM/SF) (CFM) EFFECTIVENESS (CFM) (CFM) PROVIDED COST CONSULTANT Construction Focus, INC. Vbz Ez Voz (CFM) 740 Almaden St GO2GYMN000 RTU-4 MAIN GYM GYM,STADIUM(PLAY AREA) 13370 0.3 30 401.1 1800 1800.0 0.0 - 4011 0.8 5014 - Eugene,Or 97402 T(541)686 2031 13,370 Total all zones Pz: 1800.0 0 LEED EQc2-30%Increased Ventilation?: NO OUTDOOR AIR INTAKE FLOW(CFM),Vot I 5014 EXPIRES: 12/31/19 541f1ROIT5 � i OUTDOOR AIR CALCULATION (MULTIPLE-ZONE RECIRCULATING ,SYSTEM) 90 SYSTEM: RTU-5 BASED ON ASHRAE .1- 0 7 - TABLE 2 0 6-1 � TABLE 6-1 TABLE 6-1 OVERRIDE NUMBER OF OUTDOOR EXHAUST BREATHING ZONE TABLE 6-2 OUTDOOR ZONE PRMARY ZONE PRIMARY EXHAUST OSA/EXH AIR `'os'y •\: G,k`' ROOM # ZONE DESCRIPTION APPLICATION AREA OUTDOOR AIR OCCUPANCY CALCULATED # OCCUPANTS/ OCCUPANTS / AIR REQ. RATE REQ. OUTDOOR AIR FLOW ZONE AIR DIST. AIR FLOW AIR FLOW OUTDOOR AIR REQUIRED AIRFLOW CLASS h'L4 GNB, (SF) (CFM/SF) (P/1000 SF) OCCUPANTS # FIXTURES FIXTURES (CFM/PERSON) (CFM/SF) (CFM) EFFECTIVENESS (CFM) (MIN. CFM) FRACTION (CFM) PROVIDED Z Vbz Ez Voz Vpz Zp (CFM) 0 E01BREK92 El WORK ROOM I BREAK ROOMS 231 0.12 50 11.6 12 12.0 5.0 - 88 0.8 110 180 I 0.611 - 1 E01 CLAS48 E7 BUSINESS CLASSROOM ( CLASSROOMS(AGES 9+) I 1181 0.12 35 41.3 35 35.0 10.0 - 492 I 0.8 615 I 1000 I 0.615 - 1 = E01CLAS49 E8 BUSINESS CLASSROOM CLASSROOMS(AGES 9+) 984 0.12 35 34.4 35 35.0 10.0 .. 468 0.8 585 ( 900 0.650 1 - (C) E01CLAS50 E9 BUSINESS CLASSROOM CLASSROOMS(AGES 9+) 998 0.12 35 34.9 35 35.0 10.0 - 470 0.8 587 900 0.652 - 1 I LL E01CONF34 E3 CONF. CONFERENCE/MEETING 221 0.06 50 11.1 10 10.0 5.0 - 63 0.8 79 125 0.632 - 1 Z O E01CORR32 E2 CORR I CORRIDORS 377 0.06 0 0.0 0.0 0.0 - 23 I 0.8 28 50 I 0.560 1 F- E0ICORR47 E7 CORRIDOR I CORRIDORS I 345 0.06 0 0.0 0.0 0.0 21 ( 0.8 26 50 I 0.520 - 1 J E01 LOBB96 E2 WAITING I RECEPTION AREAS I 647 0.06 I 30 19.4 10 10.0 5.0 89 I 0.8 111 200 0.555 - 1 E010FFI33 E3 FLEX OFFICE I OFFICE SPACE 135 0.06 I 5 0.7 1 1.0 5.0 - 13 0.8 16 50 0.320 - 1 E01OFFI35 E5 OFFICE OFFICE SPACE 116 0.06 5 0.6 1 1.0 5.0 - 12 0.8 15 50 0.300 - 1 I- E01 OFFI36 E4 OFFICE OFFICE SPACE 130 0.06 5 0.7 1 1.0 5.0 - 13 0.8 16 50 0.320 I - 1 E01OFFI37 E4 OFFICE OFFICE SPACE 121 0.06 5 0.6 1 1.0 5.0 - 12 I 0.8 15 50 0.300 I 1 E01OFFI38 E5 OFFICE I OFFICE SPACE 116 0.06 5 0.6 1 1.0 5.0 - 12 0.8 15 50 0.300 I - 1 E01OFF139 E5 OFFICE OFFICE SPACE 111 0.06 5 0.6 1 1.0 5.0 - 12 0.8 15 50 ( 0.300 - 1 E01OFF140 E6 CAREER CENTER OFFICE SPACE 888 0.06 5 4.4 20 20.0 5.0 - 153 0.8 192 500 0.384 - 1 E01OFFI43 E4 OFFICE OFFICE SPACE 124 0.06 5 0.6 1 1.0 5.0 - 12 0.8 16 50 0.320 - 1 E01TCHLO1 El0 TEACHER LOUNGE BREAK ROOMS 581 0.12 50 29.1 29 29.0 5.0 - 215 0.8 268 600 0.447 - 1 E010FFI17 E10 IT OFFICE OFFICE SPACE 138 0.06 5 0.7 1 1.0 5.0 13 0.8 17 50 0.340 I - 1 E01STOR91 El STUDENT RECORDS OCCUPIIABLE STOR.FOR DRY GOODS 231 0.06 2 0.5 0.5 5.0 - 16 0.8 20 ( 50 0.400 I - 2 E01 OFFI93 E7 STUDENT STORE OFFICE SPACE 278 0.06 5 1.4 2 2.0 5.0 - 27 0.8 33 100 0.330 I - 1 I _ 7,953 Total all zones Pz: 196.5 Max(Zp): 0.652 SYSTEM POPULATION (PEOPLE),Ps 170 UNCORRECTED OUTDOOR AIR INTAKE(CFM),Vou: 2020.0 APPENDIX A OVERRIDE FOR Ev: 0.75 REVISIONS DATE OCCUPANT DIVERSITY,D=(Ps)/Total all zones(Pz) 0.87 SYSTEM VENTILATION EFFICIENCY,Ev: Use Appendix A OUTDOOR AIR INTAKE FLOW(CFM),Vot: I 2693 I LEED EQc2-30%INCREASED VENTILATION: NO OUTDOOR AIR CALCULATION (MULTIPLE-ZONE RECIRCULATING SYSTEM) SYSTEM: RTU-6 BASED ON ASHRAE 62.1-2007 -TABLE 6-1 TABLE 6-1 TABLE 6-1 OVERRIDE NUMBER OF OUTDOOR EXHAUST BREATHING ZONE TABLE 6-2 ZONE OUTDOOR ZONE PRMARY ZONE PRIMARY EXHAUST OSA/EXH AIR ROOM # ZONE DESCRIPTION APPLICATION AREA OUTDOOR AIR OCCUPANCY CALCULATED # OCCUPANTS/ OCCUPANTS / AIR REQ. RATE REQ. OUTDOOR AIR FLOW ZONE AIR DIST. AIR FLOW AIR FLOW OUTDOOR AIR REQUIRED AIRFLOW CLASS (SF) (CFM/SF) (P/1000 SF) OCCUPANTS # FIXTURES FIXTURES (CFM/PERSON) (CFM/SF) (CFM) EFFECTIVENESS (CFM) (MIN. CFM) FRACTION (CFM) PROVIDED TIGARD TUALATIN SCHOOL Vbz Ez Voz Vpz Zp (CFM) DISTRICT E01ATHE79 W5 STORAGE OCCUPIIABLE STOR.FOR DRY GOODS 741 0.06 2 1.5 1.5 5.0 - 52 0.8 65 125 0.520 I - 2 TI tJAtiD E01CONF80 W7 MTG ROOM CONFERENCE/MEETING 174 0.06 50 8.7 9 9.0 5.0 - 55 0.8 69 145 0.476 - 1 EOICONF84 W6 CONF CONFERENCE/MEETING 702 0.06 50 35.1 35 35.0 5.0 - 217 0.8 271 575 0.471 - 1 HIGH E01CORR71 W4 CORRIDOR CORRIDORS 2143 0.06 0 0.0 0.0 0.0 - 129 0.8 161 255 0.631 - 1 SCHOOL E01CORR85 W8 CORRIDOR CORRIDORS 2436 0.06 0 0.0 0.0 0.0 146 0.8 183 I 400 0.458 - 1 I G02STAR20 W1 STAIR CORRIDORS 195 0.06 0 0.0 0.0 0.0 - 12 0.$ 15 ( 50 0.300 1 MODERNIZATION GO2RESTI3 W1 RESTROOMS (EXH)TOILETS-PUBLIC 552 - - - 6 6.0 - 50/70(CFM/UNIT) 0 0.8 0 150 - 300/420 2 GO2CORR17 W3 CORRIDOR CORRIDORS 1232 0.06 0 0.0 0.0 0.0 - 74 0.8 92 210 0.438 - 1 9000 SW DURHAM RD. E01CUST73 W11 CUSTODIAL (EXH)JANITOR,TRASH,RECYCLE 1435 - 0.0 - 1.0 0 0.8 0 - 1435 3 TIGARD,OR.97224 ROOMS .... EOIKITC76 W10 CONCESSIONS KITCHEN(COOKING) 182 0.12 20 3.6 3.6 7.5 - 49 0.8 61 100 0.610 - 2 JOB NO: 16992.00 E01LOCK89 W5 COACH LOCKERS (EXH)LOCKER ROOMS 331 - - - 0.0 - 0.5 0 0.8 0 - 166 2 ISSUE DATE: 06/19/2018 E01CORR100 W8 CORRIDOR CORRIDORS 1067 0.06 0 0.0 0.0 0.0 - 64 0.8 80 150 0.533 - 1 Jurisdiction Stamp Area E01OFFI83 W7 AD OFFICE OFFICE SPACE 174 0.06 5 0.9 0.9 5.0 - 15 0.8 18 50 0.360 - 1 E01 REST78 W9 WOMEN (EXH)TOILETS-PUBLIC 824 - - - 10 10.0 - 50/70(CFM/UNIT) 0 0.8 0 - 500/700 2 E0I STAR28 W3 CORRIDOR CORRIDORS 599 0.06 0 0.0 0.0 0.0 - 36 0.8 45 100 0.450 - 1 EOIREST82 W5 COACH'S RESTROOM (EXH)TOILETS-PUBLIC 185 - - - 4 4.0 - 50/70(CFM/UNIT) 0 0.8 0 I - 200/280 2 E01REST95 W9 TOILET (EXH)TOILETS-PUBLIC 74 - - - 1 1.0 - 50/70(CFM/UNIT) 0 0.8 0 I - 50/70 2 EOIVEST77 W12 ENTRY MAIN ENTRY LOBBIES 1354 0.06 10 13.5 0 0.0 5.0 - 81 0.8 102 ( 775 0.132 - 1 I GO2CLAS19 W2 HEALTH CLASSROOMS(AGES 9+) 934 0.12 35 32.7 32.7 10.0 - 439 0.8 549 900 0.610 - 1 1 15,334 Total all zones Pz: 82.7 Max(Zp): 0.631 SCHEDULES aSYSTEM POPULATION (PEOPLE),Ps 80 UNCORRECTED OUTDOOR AIR INTAKE(CFM),Vou: 1349.9 APPENDIX A OVERRIDE FOR Ev: 0.7 ur CO OCCUPANT DIVERSITY,D=(Ps)J Total all zones(Pz) 0.97 SYSTEM VENTILATION EFFICIENCY,Ev: Use Appendix A • •�^, •- v J N OUTDOOR AIR INTAKE FLOW(CFM),Vot: 1928 I LEED EQc2-30%INCREASED VENTILATION: NO b` 00 2 C\1 CK .,._ L. w M0.06 • •• 0• •• • • e • *0 • c c e c e c c e a e 0 • C e CC C5 0 0 C a 7 c=e a ee c ., o 0 0 C C C o c „ 00 -- OUTDOOR AIR CALCULATION (SINGLE ZONE OR 100% OSA SYSTEM) • SYSTEM: RTU-7 BASED ON ASHRAE 62.1-2007 - TABLE 6-1 has:- sceiti - TABLE 6-1 TABLE 6-1 OVERRIDE NUMBER OF OUTDOOR EXHAUST BREATHING ZONE TABLE 6-2 ZONE OUTDOOR EXHAUST OSA/EXH architects ROOM # ZONE DESCRIPTION APPLICATION AREA OUTDOOR AIR OCCUPANCY CALCULATED # OCCUPANTS/ OCCUPANTS / AIR REQ. RATE REQ. OUTDOOR AIR FLOW ZONE AIR DIST. AIR FLOW REQUIRED AIRFLOW a c• 0C 0 0 a 3 0 00 0 c • 3 7 (SF) (CFM/SF) (P/1000 SF) OCCUPANTS # FIXTURES FIXTURES (CFM/PERSON) (CFM/SF) (CFM) EFFECTIVENESS (CFM) (CFM) PROVIDED : : :•� :•: :•' • Vbz Ez Voz (CFM) • • , GOIGYMN39 RTU-7 AUXILIARY GYM GYM,STADIUM(PLAY AREA) 8458 0.3 30 253.7 1750 1750.0 0.0 - 2537 0.8 3172 - 721 NW 9th Ave, Suite 350 Portland, Oregon 97209 T (503 224 9162 F (206) 340 9519 8,458 Total all zones Pz: 1750.0 0 LEED EQc2-30%Increased Ventilation?: NO CIVIL ENGINEER& LANDSCAPE ARCHITECT OUTDOOR AIR INTAKE FLOW(CFM),Vot I 3172 I Cardno 6720 SW Macadam Ave,Suite 200 Portland,OR 97219 T(503)419 2500 OUTDOOR AIR CALCULATION (SINGLE ZONE OR 100% OSA SYSTEM) STRUCTURAL ENGINEER Catena SYSTEM: RTU-8 BASED ON ASHRAE 62.1-2007 - TABLE 6-1 1500 NE Irving St,Suite 412 Portland, OR 97232 TABLE 6-1 TABLE 6-1 OVERRIDE NUMBER OF OUTDOOR EXHAUST BREATHING ZONE TABLE 6-2 ZONE OUTDOOR EXHAUST OSA/EXH T(503)467 4797 ROOM # ZONE DESCRIPTION APPLICATION AREA OUTDOOR AIR OCCUPANCY CALCULATED # OCCUPANTS/ OCCUPANTS / AIR REQ. RATE REQ. OUTDOOR AIR FLOW ZONE AIR DIST. AIR FLOW REQUIRED AIRFLOW MEP ENGINEER (SF) (CFM/SF) (P/1000 SF) OCCUPANTS # FIXTURES FIXTURES (CFM/PERSON) (CFM/SF) (CFM) EFFECTIVENESS (CFM) (CFM) PROVIDED Glumac CFM 900 SW 5th Ave,Suite 1600 Vbz Ez Voz (CFM) Portland,OR 97204 G02GYMN18 RTU-8 AEROBICS GYM HEALTH CLUB/AEROBICS ROOM 3393 0.06 40 135.7 65 65.0 20.0 - 1504 0.8 1879 - T(503)227 5280 AUDIO VISUAL 3,393 Total all zones Pz: 65.0 0 The Greenbusch Group 1900 West Nickerson St,Suite 201 Seattle,WA 98119 LEED EQc2-30%Increased Ventilation?: NO T(206)378 0569 COST CONSULTANT OUTDOOR AIR INTAKE FLOW(CFM),Vot I 1879 I Construction Focus, INC. 740 Almaden St Eugene,Or 97402 • T(541)686 2031 • OUTDOOR AIR CALCULATION (SINGLE ZONE OR 100% OSA SYSTEM) SYSTEM: RTU-9 BASED ON ASHRAE 62.1-2007 -TABLE 6-1 TABLE 6-1 TABLE 6-1 OVERRIDE NUMBER OF OUTDOOR EXHAUST BREATHING ZONE TABLE 6-2 ZONE OUTDOOR EXHAUST OSA/EXH ROOM # ZONE DESCRIPTION APPLICATION AREA OUTDOOR AIR OCCUPANCY CALCULATED # OCCUPANTS/ OCCUPANTS / AIR REQ. RATE REQ. OUTDOOR AIR FLOW ZONE AIR DIST. AIR FLOW REQUIRED AIRFLOW (SF) (CFM/SF) (P/1000 SF) OCCUPANTS # FIXTURES FIXTURES (CFM/PERSON) (CFM/SF) (CFM) EFFECTIVENESS (CFM) (CFM) PROVIDED EXPIRES: 12/31/18 Vbz Ez Voz (CFM) ,c&k' RIINOF , E01 GYMN86 RTU-9 WEIGHTS GYM HEALTH CLUB/WEIGHT ROOMS 3282 0.06 10 32.8 50 50.0 20.0 - 1197 0.8 1496 - 94' 0 3,282 Total all zones Pz: 50.0 0 ol$( 012N O'er ONt OS6,444 0 6, LEED EQc2-30%Increased Ventilation?: NO U Z OUTDOOR AIR INTAKE FLOW(CFM),Vot I 1496 , ♦^ 0 vJ S2o Z LT Zn OUTDOOR AIR CALCULATION (SINGLE ZONE OR 100% OSA SYSTEM) i- 0 Q 2 SYSTEM: RTU-10 BASED ON ASHRAE 62.1-2007 -TABLE 6-1 J TABLE 6-1 TABLE 6-1 OVERRIDE NUMBER OF OUTDOOR EXHAUST BREATHING ZONE TABLE 6-2 ZONE OUTDOOR EXHAUST OSA/EXH < ROOM # ZONE DESCRIPTION APPLICATION AREA OUTDOOR AIR OCCUPANCY CALCULATED #OCCUPANTS/ OCCUPANTS 1 AIR REQ. RATE REQ. OUTDOOR AIR FLOW ZONE AIR DIST. AIR FLOW REQUIRED AIRFLOW I-- (SF) (CFM/SF) (P/1000 SF) OCCUPANTS # FIXTURES FIXTURES (CFM/PERSON) (CFM/SF) (CFM) EFFECTIVENESS (CFM) (CFM) PROVIDED Vbz Ez Voz (CFM) GO2GYMN16 RTU-10 WRESTLING GYM HEALTH CLUB/WEIGHT ROOMS 3919 0.06 10 39.2 60 60.0 20.0 - 1435 0.8 1794 - 3,919 Total all zones Pz: 60.0 0 LEED EQc2-30%Increased Ventilation?: NO OUTDOOR AIR INTAKE FLOW(CFM),Vot 1 1794 / REVISIONS DATE TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERNIZATION 9000 SW DURHAM RD. TIGARD,OR.97224 JOB NO: 16992.00 ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area SCHEDULES . I.- a - ILI r N CO C'i N Trco r ct .--,--, W MO,07 CL L- ,: ff / SHEET NOTES KEYED NOTES ® assettI A. DRAWINGS AND ROUTING INTENT ARE arc• hitects DIAGRAMMATIC. CONTRACTOR TO SUBMIT FULLY COORDINATED SHOP DRAWINGS FOR • • • • ENGINEERING REVIEW PER SPECIFICATIONS. B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. 721 NW 9TH Ave, Suite 350 C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET Portland, Oregon 97209 CONNECTION SIZES UNLESS OTHERWISE NOTED. T (206) 340 9500 F (206) 340 9519 D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN SHEET METAL DOWNSTREAM OF ALL VAV BOXES FOR 5'. E. PROVIDE BALANCE DAMPERS AS REQUIRED TO ALLOW THE SYSTEM TO BE FULLY BALANCED CIVIL ENGINEER & LANDSCAPE 1 (WHETHER OR NOT DAMPERS ARE SHOWN ON PLANS). THIS INCLUDES BUT IS NOT LIMITED TO Cardno • ALL SUPPLY, RETURN, AND EXHAUST BRANCHES. 6720 SW Macadam Ave Suite 200, F. PROVIDE CABLE OPERATED DAMPERS WITH Portland, OR 97219 CONTROLLERS MOUNTED FLUSH IN CEILINGS T(503)-419-2500 WHEN DUCTWORK DISTRIBUTION ROUTES ABOVE HARD-LID CEILINGS-SEE STRUCTURAL ENGINEER ARCHITECTURAL. G. PROVIDE ACCESS PANELS FOR INSTALLATION IN Catena Engineers WALLS AND CEILINGS, WHERE REQUIRED, TO 1500 NE Irving St., Suite 412 SERVICE DAMPERS, VALVES, SMOKE Portland, OR 97232 DETECTORS, AND OTHER CONCEALED T(503)-467-4980 MECHANICAL EQUIPMENT. ACCESS PANELS SHALL BE TURNED OVER TO GENERAL MECHANICAL ELECTRICAL & CONTRACTOR FOR INSTALLATION. PLUMBING ENGINEER H. MECHANICAL CONTRACTOR TO DETERMINE Glumac RIGHT/LEFT HAND CONTROL ENCLOSURE MOUNTING FOR VAV BOXES PRIOR TO 900 SW Fifth Ave.,Suite 1600 PURCHASING. INDICATE INTENT IN SUBMITTAL. Portland, OR 97204 I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH T(503)-227-5280 RUNSAND (1) ELBOW- NO EXCEPTIONS. THIS - WILL BE ENFORCED. FOOD SERVICE CONSULTANT J. SEE DETAILS FOR ADDITIONAL INSTALLATION Webb Foodservice Design REQUIREMENTS NOT LISTED ON THIS DRAWING. 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC &AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St,Suite 201 Seattle,WA 98119 ,--------\,--- T 206-378-0569 S S:S3.2 54 S5 S6 S? . 138 �S 14) ss 1 2S 13) \.,______-/ ,-.._______/\_____Y CONSULTANT Construction Focus I 740 Almaden St. Cl. (S 1 Eugene, OR 97402 S2 � i { r I � T541-686-2031 • f'' y EXPIRES: 12/31/19 =MINIM MI SM1116 IMI 11111 11 liMill IMP IIIIIIIIIIMP 1=1 III �� si 1 I I I f ! I I E I ! ___ _ S G j NF O I _iiir_ ,QH,____:„..,____,_77____ , �,� F� y q I - - - - - - AIS , II�.� ,.. 1 I - . ...1 ._.*) M „,,,sr-,),,G 90 r- MIT �' i ten _ f__L _,..:,,, SB I - I 1 �� 10 ' 1 I ti41 M. CNS' SC 4 _. � IW043)1 I11 I j : ! i I I , PETE H -I r SD — o�, �l r �-4-- - -- ,e , r 1 i SES -- __ — — t. _ � _ I r I r ., M2. - -r� 1 I -- I 1 • 23 ril..- l 4_, °;"—TTT3m1- -' 11 ICN _ I 'r-F ' __ 1€ P, _+. ' 1 MLOCK6' 4I \t/I2.24 i — _ - 1� i 7..___ -.___. STORAGE .- - --I RM 11' STAIR 111 TEAM L. � 'HIAMil 1A! — -ail ! MIMI 61 IMO 0 e... ..1. - ..;. _ ,--lel . IE SM I �- ra I 72 /CF__. im.7 1 1 6 .15.1,. , ii n( _Tri_ r_.. ji 1 ___,, _____ _,,,T,.,: T , ii GR 1.-) Lu.e, 1 .0. I 11 AM R , , i -_ ..L 7,? .X'1T.... . WOE S' -_ flo ISO .1 r' I AI II i ,.I �_._ 1 f „. - gt ,Y / \ REVISIONS DATE I _/ I I__ 'UTOSHOP I - _t I - 4. . H I 1 r J s� 1 . 0 .1 ‘..'.) � — — — - - --- - .. 4 — EXTERIOR ST - • ?=,.. »• - N 1 11 I I AUTO �SSRDOM I I N N 1 1 ITD7AI I I / -4I --... / CPRE4RM .r - "I sQ � � r 1 '-� 1111;r1_ i ' I I I E2 .:F I MAILER SPACE L C ACE 11 i IIN 0 IM . _ CLASSROOM I I 616 612 L b _ _ _ _ _ TIGARD TUALATIN SCHOOL DISTRICT aA••Room I1 CLASSROOM e, I S TIGARD HIGH , . ,,, . 1 ,, , ,----- -------- , __ . SCHOOL ., - . .. « . Lkl MODERNIZATION ._ .. . . ,,....... _ _ , , 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area 0 LOWER LEVEL - FLOOR PLAN - HVAC SCALE: 1132 - , oN HVAC LOWER w LEVEL FLOOR PLAN COMPOSITE PROJECT NORTH N TRUE ' V FCC .4111 . NORTH a C Mr ,. _ ,- ” LIM1 . 11 !32 '� UJ Cl_ ■ ■ ■ ■ ■ ■ ■ ■ me 0 32'-0" 64'-0" 96'-0" 128'-0" D O ] U J basseti ! architects a SHEET NOTES • . • • • 1001 ,. • s •s• •s• ss A. DRAWINGS AND ROUTING INTENT ARE • - - - DIAGRAMMATIC. CONTRACTOR TO SUBMIT 721 NW 9TH Ave Suite 350 FULLY COORDINATED SHOP DRAWINGS FOR ENGINEERING REVIEW PER SPECIFICATIONS. Portland, Oregon 97209 B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK T (206) 340 9500 F (206) 340 9519 SIZE UNLESS OTHERWISE NOTED. C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET CONNECTION SIZES UNLESS OTHERWISE NOTED. D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN SHEET METAL DOWNSTREAM OF ALL VAV BOXES CIVIL ENGINEER & LANDSCAPE FOR 5'. Cardno E. PROVIDE BALANCE DAMPERS AS REQUIRED TO 6720 SW Macadam Ave Suite 200, A' ALLOW THE SYSTEM TO BE FULLY BALANCED Portland, OR 97219 4,,,, , „ , • ' V SHOWN ON PLANS) THISO CLUDES BUT S(WHETHER NOT DAMPESARE NOT LIMITED TO T(503)-419-2500 Nik ...... ALL SUPPLY, RETURN, AND EXHAUST BRANCHES. F. PROVIDE CABLE OPERATED DAMPERS WITH STRUCTURAL ENGINEER / C2� CONTROLLERS MOUNTED FLUSH iN CEILINGS Catena Engineers / -, �' / WHEN DUCTWORK DISTRIBUTION ROUTES /,� � T� M2.14 1500 NE Irving St., Suite 412 �E� / C3 ABOVE HARD LID CEILINGS -SEE �� ARCHITECTURAL. Portland, OR 97232 ` C k,. .13 / A l G. PROVIDE ACCESST(503)-467-4980 / V 41r0 ROV DE PANELS FOR INSTALLATION INi N D , N2WALLS AND CEILINGS, WHERE REQUIRED, TO MECHANICAL ELECTRICAL &,- r r SERVICE DAMPERS, VALVES, SMOKE '. / N7 PLUMBING ENGINEER DETECTORS,AND OTHER CONCEALED 4P/., '� N // \ /i/C4 �' MECHANICAL EQUIPMENT. ACCESS PANELS Glumac • '% I / SHALL BE TURNED OVER TO GENERAL 900 SW Fifth Ave., Suite 1600 ,� N8Portland, OR 97204 s> / CONTRACTOR FOR INSTALLATION. / �,/ . _ ,\ H. MECHANICAL CONTRACTOR TO DETERMINE T(503)-227-5280 RIGHT/LEFT HAND CONTROL ENCLOSURE MOUNTING FOR VAV BOXES PRIOR TO \ / PURCHASING. INDICATE INTENT IN SUBMITTAL. �'6 S FOOD SERVICE CONSULTANT ll. , �� ® I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH Webb Foodservice Design 4-; AL. C8 RUNSAND(1) ELBOW NO EXCEPTIONS. THIS 3700 SE Lafayette Ct. m, ,� \ WILL BE ENFORCED. Portland, OR 97202 4L/ ' % �A100g i J. SEE DETAILS FOR ADDITIONAL INSTALLATION T(503)-236-8566 �� IN 11 � /..._ \ ��`� A ',' ft , � I �- REQUIREMENTS NOT LISTED ON THIS DRAWING. --.7. /.+ 11 "•' ., fN 31 ACOUSTIC & AV CONSULTANT / / i 10) -� The Greenbusch Group / I �„S , ,� RL.S -� ,� \ ��/ / 1900 W. Nickerson St., Suite 201 r C 7 ,`: • 440• 4144401,:•` / •,. ' Seattle,WA 98119 TOILET , el, • T 206-378-0569 d• , OFFICE • / + ~, • • a / `� TTEv�A,! fI \ \ COST CONSULTANT I wt0SC vEST i Mme, ""�°' 1111 ' Construction Focus /� : 74 Almaden St Eugene, OR 97402 I _ r 1 --_ _ �� , KEYED NOTES U T541-686-2031 — vii _ -...,, --.. i::.m, ,.,/ / .) I i I....g . . *.- -=-21i 1(1 / '''- - \ Ex 9 is A� BOBBY / PI 12/31/1 • N /74 CC I E712 f \�� y r. mli%) . �'.4 V � / 90 T q :7 47 , i ' 1 ,..n, ' ..,..m. ..0 L... ..4... , -. r _SL-^ '11 A.," ter CD — f - _ - iiil osy N�� di' UA M. NJ.C. arra • Liza1 X , c ` , 'k- X11 s � ;c- 'I a3 mmill .,.,.. . i � SWI � — X .. CFI _ - _ • ER CENTER : 00 II.rifIfii 4111111 1120110.110 (HIB CORRIDO: Mr:- II �" �►, Mei rola I emit I ENTRY I OA . I . E , NV — - - -, -_.. ---. _ ?_ulrlj L W100 ' • iT "r }��..,I� lf �'J9 RRdiLpl I*7Av TUL 111 I � :SB — — t.7 11ay1^ElSTOR E - i II 0 C f .11 ' Ur, - I`il.4-•-S .ERS I iiil�g AI�UPP �, -__-_, I . 0 w,1,A 11,0-14 — 1I , i I oriel 14. _ SD II - 1 , c ., SE oeR I ` I — h — I — y� I I r 2 - 1 , MP I- 5Cjil al • wEu; I i I 0 1. A _ • 1-I_.- . — I — I — I t \ ,I - I r" CORR H H - a• \ I E1008 I Y (CN— _ - G I1 SG — r--- — o — — — II � H l� I 1 � ^LOVra ----- 0 REVISIONS DATE mi— NW . .,_____,1 . . 0 3 • cOPRfSTAJR __I ,hL,.... T_ STOR. �`� 1M101E 5708-1, �� • - !IL,1 MITA I ' , _ L D . .._ ......„ EXTI-II R RAL CO.'( 1 Fp I SL — — l — - —. ._- 0 FOR LOWER LEVEL REFER TO M1.11 I I I 1 I II c SMJ � — I T FOR UPPER LEVEL REFER TO M1.13 I — ` 1111!lrTh-- E2 I S2�SNSO t: ' H - I ! -_ 111• 1 _ y 1 1 a TIGARD TUALATIN SCHOOL DISTRICT I I I I I II I I FOR LOWER LEVEL REFER TO .- T'IGI\RLJ I"IIGF"I `-.CORRIDOR _i_):: — T — FOR UPPER LEVEL REFER TO M1.13 I1—i--=----7 r I SCHOOL • I i I I I I I� I I I I ' . I ,_� _ MODERNIZATION ( -3_'_ ) , � — — — — — — — —.�— — — I- - 1 , I I 1 I I I II 11 1 14 • 0)910 10 9 + 8 06 4........... 11111111111101 • I 9000 SW DURHAM RD. TIGARD, OR. 97224 I I I I I I CLASSROOM CLASSROOM JOB NO. 16992.00 616 612 II ® ISSUE DATE: 06/19/2018 .. , --- ''--"---.-11 r CLASSROOMj Jurisdiction Stamp Area CLASSROOM I 1 I k i k 1 I I 1871 I I 610 • I , 41111 S2 S3 S4 * S6S7 + S8 S9 ( OSS 11) iS 12) (S1 S14) • zga HVAC MAIN LEVEL w FLOOR PLAN CO COMPOSITE PROJECT NORTH N TRUE /V ~ �� NORTH ,1 2 MAIN FLOOR FLOOR - VA �P„ , „ Ml . 12 00 0o HVAC x,32 = -o 0SCALE: 1132" = T-0" a.■ ■ ■ ■ o 32'-0" 64'-0" 96'-0" 128'-0" _ _ _ . , . i SHEET NOTES KEYED NOTES assett A. DRAWINGS AND ROUTING INTENT ARE architects DIAGRAMMATIC. CONTRACTOR TO SUBMIT `▪` FULLY COORDINATED SHOP DRAWINGS FOR •• . o.. ••••• •••• ENGINEERING REVIEW PER SPECIFICATIONS. B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED, 721 NW 9TH Ave, Suite 350 C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET Portland, Oregon 97209 CONNECTION SIZES UNLESS OTHERWISE NOTED. T 206 340 9500 F (206) 340 9519 D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN SHEET METAL DOWNSTREAM OF ALL VAV BOXES FOR 5'. E. PROVIDE BALANCE DAMPERS AS REQUIRED TO ALLOW THE SYSTEM TO BE FULLY BALANCED (WHETHER OR NOT DAMPERS ARE SHOWN ON CIVIL ENGINEER & LANDSCAPE PLANS). THIS INCLUDES BUT IS NOT LIMITED TO Cardno ALL SUPPLY, RETURN,AND EXHAUST BRANCHES. 6720 SW Macadam Ave Suite 200, F. PROVIDE CABLE OPERATED DAMPERS WITH Portland, OR 97219 �.N n N CONTROLLERS MOUNTED FLUSH IN CEILINGS T(503)-419-2500 4 /`"1CD WHEN DUCTWORK DISTRIBUTION ROUTES ABOVE HARD-LID CEILINGS-SEE STRUCTURAL ENGINEER ARCHITECTURAL. �, • G. PROVIDE ACCESS PANELS FOR INSTALLATION IN \ Catena Engineers / \ / C 1 WALLS AND CEILINGS, WHERE REQUIRED, TO 1500 NE Irving St., Suite 412 SERVICE DAMPERS, VALVES, SMOKE Portland, OR 97232 C� \ / DETECTORS, AND OTHER CONCEALED T(503)-467-4980 N6 MECHANICAL EQUIPMENT. ACCESS PANELS N D \ V SHALL BE TURNED OVER TO GENERAL MECHANICAL ELECTRICAL & \ I / CONTRACTOR FOR INSTALLATION. PLUMBING ENGINEER / ' N7 H. MECHANICAL CONTRACTOR TO DETERMINE Glumac N E � -� % RIGHT/LEFT HAND CONTROL ENCLOSURE \ - 01D MOUNTING FOR VAV BOXES PRIOR TO 900 SW Fifth Ave., Suite 1600 PURCHASING. INDICATE INTENT IN SUBMITTAL. Portland, OR 97204 / / N I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH T(503)-227-5280 '\, / I I / RUNSAND (1) ELBOW- NO EXCEPTIONS. THIS r' �/ / / C6 WILL BE ENFORCED. FOOD SERVICE CONSULTANT /' \ / / / N9 Webb Foodservice Design / • J. SEE DETAILS FOR ADDITIONAL INSTALLATION --, i''''' \/ / I REQUIREMENTS NOT LISTED ON THIS DRAWING. 3700 SE Lafayette Ct. • \ \ \ Portland, OR 97202 / \ ' / / �� T(503)-236-8566 H-"---.. / / / . I / / IN111, • ACOUSTIC & AV CONSULTANT / / H C7 i .-. �`'IN 131 The Greenbusch Group \ / IN 10y / .._____/ 1900 W. Nickerson St., Suite 201 \/ 1 / 4 \ / / / Seattle,WA T 206-378-0569119 / // I I \ / , COST CONSULTANT \ 1 \ Construction Focus �/ \ / /' 740 Almaden St. CA - - — / / ---- —/ — / \ / T 541-686-2031402 I CB - - - - Cgs / A. 1 — I \ f i EXPIRES: 12/31/19 l s _. / I ��D PROFEff0 IN i / li / I------ ------,, ,4* --45 c-- --- ' //''''''CIL___ --,.. ,..„,,,c,„. ICD s I / ./ �� R 3�, mom. ii , 4 . imp • I. . ••• IMINIYMMIO MO MIIMMille OM MINIIIMMI ii I ! f I i 1 I I I s'y� 06- " /II /'''''''I i q M. I • • I I @.. 1 — —l 1 i .."E} RA 0 I I -) ' % I 1 1 I € I �--(E)(-1-RTU _ _ I I I f I € I 1-7 ___. _ ___ _ _. ._ .__ @--- F 1 I 1 . _ _ . ...____. I I I € .., _ - +.1_. R • - — e Q — _ _ _ — � � � I � I I I ! I I I I EtEcrn,ch.r...--..'' -- - _,. ?NRC 'w SB I :411 i I I I i I I I 1 CSC* _ _. v ; — - E,.o l r FOR MAIN a — - - 1.:' i..' . r 04 -� LEVEL REFER TO M1.12 _ — — + - r� SDill1 — I H _ 7_cul C . , — — I - - - - I I — 14 1 FOR MAIN A I'SE ! 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S5 S6� S7. 18 ' 9.2 (S10611) (S1Z S14) HVAC UPPER LEVEL w SOUTH FLOOR co PLAN COMPOSITE N ~ PROJECT NORTH N TRUE CC"" 11 NORTH 0A„,,,\ C„ _ , „Mr w M1 . 1 3 0UPPER LEVEL - FLOOR PLAN - HVAC - SOUTH • • • 1132 — 1 -0 SCALE: 1132” = l'-0" ■ • • • 0 32'-0" 64'- 0" 96'-0" 128'-0" basseW • • 1 architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 a M2.16 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 „NA I N3 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 — ! \ }. \ Portland, OR 97232 /jyriro si..#, \ / C 1 j T(503)-467-4980 I . / es) �,:, ,, ,, ' MECHANICAL ELECTRICAL & N6 PLUMBING ENGINEER . 411) Glumac 1 / /ND / ...4/ \ 900 SW Fifth Ave., Suite 1600 N E / N 7 Portland, OR 97204 ____11_ �i .ftoora. --\ C4 T(503)-227-5280 / .., t C5 N8 FOOD SERVICE CONSULTANT N20. / . A� e / -- . /1 i Webb Foodservice Design A ` \,\ C6 3700 SE Lafayette Ct. / t N 9 Portland, OR 97202 / / r • T(503)-236-8566 c� • � Ci.155'A�M / \/4111,...,/ ,-----; ` ACOUSTIC &AV CONSULTANT , IN11) The Greenbusch Group . , '� / r �F �` / ?_/ 1900 W. Nickerson St., Suite 201 \. IN 13� Seattle,WA 98119 ` \ /� / 47%.. 4\11 0� i �� T 206378-0569 \ 23` �x'' if 4P/4�� COST CONSULTANT I / Construction Focus I / / ` !`/ c'„:f/ \ 740 Almaden St. / `/ / / / ` T 541-686-2031402 ' cOMM4N5 / CA / �� E IEXPIRES: 12/31/19 CB — — — — —� , =y '- , C8 a, 2 (Ai PROF • I : ( )c--.... ,„ „ /. : 1 (" 4' -' i I I • ....0 117 1 / J/ I mn I / 90 — — 41.. —— sior amnion. IIIIII. IMIIMI1110. sm. am4 as7E. , ,. 0 c..-,. ...,....."4,6" \ CD — — DOUBLE HEIGHT SPACE 1M1.12 / -`\ I \, M (MUSIC W1N$, PENTHOUSE) �C E — -- I I- - _ — - IPI I 1 1 I II 1 • CFS ' '........L . .„......, _ _ _ _ _ _ _ _ , . 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I i E • TIGARD, OR.97224 • I 14W 11 10 9 18 7 6 5 4 D1 1 • JOB NO: 16992.00 • , 1 . • ISSUE DATE: 06/19/2018 l � Jurisdiction Stamp Area i • II II _ . . :: t 0 6,S:S3.2 S5 S5 S7. 18 Ec_s___-, 2 S10611) S1ZS14) HVAC UPPER LEVEL UPPER LEVEL NORTH - FLOOR PLAN - HVAC w NORTH FLOOR SCALE0 1132 = 1-0 " PLAN COMPOSITE ti PROJECT NORTH4) TRUE ' c~ ' " NORTH 11,..\ C, wM1 . 14 1132„ _ 1 -0„ 0_ ■ ■ ■ ■ ■ ■ ■ ■ m mil 0 32'-0” 64'- 0" 96'-0" 128'- 0" • SHEET NOTES KEYED NOTES ® bassett! A. DRAWINGS AND ROUTING INTENT ARE architects DIAGRAMMATIC. CONTRACTOR TO SUBMIT I FULLY COORDINATED SHOP DRAWINGS FOR ENGINEERING REVIEW PER SPECIFICATIONS. B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. 721 NW 9TH Ave, Suite 350 C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET Portland, Oregon 97209 CONNECTION SIZES UNLESS OTHERWISE NOTED. T (206) 340 9500 F (206) 340 9519 D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN SHEET METAL DOWNSTREAM OF ALL VAV BOXES FOR 5'. E. PROVIDE BALANCE DAMPERS AS REQUIRED TO ALLOW THE SYSTEM TO BE FULLY BALANCED CIVIL ENGINEER & LANDSCAPE I (WHETHER OR NOT DAMPERS ARE SHOWN ON I NA0 PLANS). THIS INCLUDES BUT IS NOT LIMITED TO Cardno ALL SUPPLY, RETURN, AND EXHAUST BRANCHES. 6720 SW Macadam Ave Suite 200, N3 .. ., F. PROVIDE CABLE OPERATED DAMPERS WITH Portland, OR 97219 CONTROLLERS MOUNTED FLUSH IN CEILINGSWHEN T(503)-419-2500 T - BOVEDHARD--LIID CEILINGS -SEUCTWORK E ROUTES STRUCTURAL ENGINEER C ARCHITECTURAL. 1 G. PROVIDE ACCESS PANELS FOR INSTALLATION IN Catena Engineers �-+\ \ WALLS AND CEILINGS, WHERE REQUIRED, TO 1500 NE Irving St., Suite 412 IN \- I SERVICE DAMPERS, VALVES, SMOKE Portland, OR 97232 N6 DETECTORS,AND OTHER CONCEALED T(503)-467-4980 \ . .. MECHANICAL EQUIPMENT. ACCESS PANELS ND EF / N7 SHALL BE TURNED OVER TO GENERAL MECHANICAL ELECTRICAL & N E __`- 2 / / / CONTRACTOR FOR INSTALLATION. PLUMBING ENGINEER p� H. MECHANICAL CONTRACTOR TO DETERMINE \ / �� NO I RIGHT/LEFT HAND CONTROL ENCLOSURE Glumac CU / / _1 MOUNTING FOR VAV BOXES PRIOR TO 900 SW Fifth Ave., Suite 1600 I PURCHASING. INDICATE INTENT IN SUBMITTAL. Portland, OR 97204 6 CU \� �' / 6 I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH T(503)-227-5280 1 ({ 41 .1$ / / C6 N9 RUNSAND (1) ELBOW-WILL BE ENFORCED. NO EXCEPTIONS. THIS FOOD SERVICE CONSULTANT \ / / / J. SEE DETAILS FOR ADDITIONAL INSTALLATION Webb Foodservice Design �, \ I REQUIREMENTS NOT LISTED ON THIS DRAWING. g - '<:- 3700 SE Lafayette Ct. /, . Portland. OR 97202 / • /�� T(503)-236-8566 A \ / '�N13) IN 1 oy ACOUSTIC &AV CONSULTANT (R-ru)"? GI) -� .N:' 1111P ` -` - The Greenbusch Group EF 1 / / . / ; 1900 W. Nickerson St., Suite 201 g ® I Seattle,WA 98119 4 v / / T 206-378-0569 /tillilfla .--... ,, / . COST CONSULTANT Construction Focus CA - - -._— ----- .. --_ I. t . ,, ''' 740 Almaden St. / 7. Eugene, OR 97402 %i \ / /7 T 541-686-2031 CB I -�- RTU �� MUA 5 �\ 1 �./ 4 �1 III ' EXPIRES: 12/31/19 \\ �1 1 I (4c,_, D PROFFf CC RTU ickT — ' I '`I f �a�t ��/Oq • _.�_ ..r -- I . - f l• i 90 4mi 4 . ii iii ip GM !Min ! SIMI!I 1M IMIIII ! !MO Mil.."---- ------&11°L ' ' El •1(6 -I i 1 OREGON r---• 14 I , . a 4/04141. cN�c, ; I ° i� / I @- ' — I EF — — l l� 1, I a 1.. @– – , I7 . III_ _I I I 1 � I' ,.. „, 1 ( CU CU CU — — — 9 r ,. 9 , 14 10 I 1 ifib . . iis— —ms. __ -.- -w-w R _iii• _t11( I I I! 4M11 l_r .. . i — \ - �- – _ W ... ._ — t_ ,I. SA I _ I , Q EF I I� s. 6 �� r J �, j3 P II 1 RTU\ _ (OSA ,0 SQ. FT. FRE _ iii RTU 4 / C REA EACH. NATURAIllill @_9-' 9 I r 1 ENTILATION I I 1 - I I ROOFPENTH• - > . ' all .— — - -- 124 III I Il• — TYP7SD - ' � (RTU) / f I (RT8U 0 — — I_ M IN @F - 1- ..1-- I j RTU I f11111 7 C Ii ® C N - 1 cu - lli — I _ , I _ 16 SG I I I I I Iil !011 I — SNIP At REVISIONS DATE SHS l- _ _- _ - - �.� a 11 ! IIIMIlrili IMP 1111014 – D - — .., Tr .0 II a T oSA) _ r — — 2 . SL / , . . . (RW) / - - _ -K (MUA) - J i \ ISI I I I 10 I E , i - ' 2 \ SMI' I , , __� -I B i' � RTU � -� - i { I- I - .. -- ..-0 E2 2 I SN - ',_____ _ - I- - 1 il_ .. _ T -- , ' SO - rit____a : i t_ +__ _ . I i ®`\ -� TIGARD TUALATIN SCHOOL DISTRICT \\ I I I EXISTING OUTSIDE AIR I610 -, li INTAKE TO REMAIN TIGARD HIGH SP - - 4-- a , W I I EXISTING EXHAUST I SCHOOL FAN TO REMAIN - - I - , �._.�i — 1 MODERNIZATION SQ . I I EF , ! , I 1a 1 4 Gee 10 9 $ 80 6 + I4WO w►...._L.�.. . ,. ._. 9000 SW DURHAM RD. I I 0— TIGARD, OR. 97224 ft . I I I I I I JOB NO: 16992.00 MEI I ` [_ , ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area t i I I S1 S2 S4 S5 S6 S7 S8 S9 I (S 10511) (S 1 2513) MB HVAC ROOF PLAN . 1- COMPOSITE co PROJECT NORTH N TRUE ' V ~ ROOF - FLOOR PLAN - HVAC illii NORTH 4101SCALE: 1132" = 1'-0" *4e4\ IY Wrvil . 15 1132 1 -0 a_■ ■ ■ ■ ■ ■ ■ ■ _ — , 0 32'-0" 64'-0" 96'-0" 128'-0" 1 NA N7 SHEET NOTES B \` A. DRAWINGS AND ROUTING INTENT ARE \�i o KEYED N OTES . DIAGRAMMATIC. CONTRACTOR TO SUBMIT /% \ . FULLY COORDINATED SHOP DRAWINGS FOR '� 1SSL? I ENGINEERING REVIEW PER SPECIFICATIONS. RA12X12-220 �� N B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK ,� . , N8 architects SIZE UNLESS OTHERWISE NOTED. °r ua�:: C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET OFFIC \rSA8-220 CONNECTION SIZES UNLESS OTHERWISE NOTED. ` . A104 D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN / SHEET METAL DOWNSTREAM OF ALL VAV BOXES \ RA12X12 220 / FOR 5'. PRINCIPAL �'� 721 NW 9TH Ave, Suite 350 E. PROVIDE BALANCE DAMPERS AS REQUIRED TO •�# / ' VAV ��_ rte Portland, Oregon 97209 ALLOW THE SYSTEM TO BE FULLY BALANCED I/ �� N16 A10-250 ., T (206) 340 9500 F (206) 340 9519 (WHETHER OR NOT DAMPERS ARE SHOWN ON \ �//if' ! p PLANS). THIS INCLUDES BUT IS NOT LIMITED TO `/ `f \ \y. ALL SUPPLY, RETURN,AND EXHAUST BRANCHES. / SA10-340 F. PROVIDE CABLE OPERATED DAMPERS WITH / \ CONTROLLERS MOUNTED FLUSH IN CEILINGS RA8X$-250 �\ CIVIL ENZSeCAPE INEER & LANDS \ 16x14 / , N9Cardno WHEN DUCTWORK DISTRIBUTION ROUTES 4' ,•��4 \ �ITT. .,� \ \ ` 6720 W ABOVE HARD-L1D CEILINGS-SEE , •� ' �ARCHITECTURAL.G. PROVIDE ACCESS PANELS FOR INSTALLATION IN \ 500 WALLS AND CEILINGS, WHERE REQUIRED, TO \_ �� / - SERVICE DAMPERS,VALVES, SMOKE 10-6 ', `_,r1. / A10-365 DETECTORS AND OTHER CONCEALED / j• SA10-340 rr!Ji� �� STRUCTURAL ENGINEER MECHANICAL EQUIPMENT. ACCESS PANELS \ 7/ , ��' 80 'NI '� Catena Engineers SHALL BE TURNED OVER TO GENERAL VAV `, , SA8-201 ��Il; 1500 NE Irving St., Suite 412 CONTRACTOR FOR INSTALLATION. mob` 10x12 N15 `� j `.r , O �,� Portland, OR 97232 l e F T(503)-467-4980 H. MECHANICAL CONTRACTOR TO DETERMINE N / RIGHT/LEFT HAND CONTROL ENCLOSURE \ \ I / ,8X$ 200 -p IN 10) MOUNTING FOR VAV BOXES PRIOR TO +� \ 12x12 10 VAV MECHANICAL ELECTRICAL & PURCHASING. INDICATE INTENT IN SUBMITTAL- '' / • �� \ 7J . \ PLUMBING ENGINEER I. FLEX DUCTWORK IS LIMITED TO 5 LENGTH N17 RA12X1068�\' / ♦ / WILL BE ENFORCED. t , p 900 SW Fifth Ave., Suite 1600 71 RECEPTION / Portland, OR 97204 J. SEE DETAILS FOR ADDITIONAL INSTALLATION G� / (ATTENDANCE REQUIREMENTS NOT LISTED ON THIS DRAWING. ''r '/ ` . T(503)-227-5280 - � ��/ 32x14 - . A100 / N ) FOOD SERVICE CONSULTANT ( / • 32x24 ♦ �I`��r Webb Foodservice Design .i_. E �• rrri g \ �:1SA1 /COMMONS ALCOVE 0 o Portland, OR 97202 A / • N19 T(503)-236-8566 j w�I a5B 1 , # / i WAIT / 14x14 �� *'-. . r / A10 ,`"� �. \ / '2 .. `� / ACOUSTIC &AV CONSULTANT zi i . 8x: ` �/ The Greenbusch Group 1 (VAV) $� \ / �\ 1900 W. Nickerson St., Suite 201 \ N18 � � Seattle,WA 98119 •CA — o _ - — T 2o6-s78 o56s - --- -----STORAGE 8x. $X8 \.• �� / �w105A = 14x14 �;�� , ' ; COST CONSULTANT / I =- . V v Construction Focus ENTRY VEST. 740 Almaden 5t. 14x10 - t., ..t-- r__- _.r T4x14 / I Ni OOA I / , / \ Eugene, OR 97402 - — 76x32 UP r• / /// \ `� T 541-686-2031 / //, / - _a -wF ��j \ STAIR 01 r • —T t—— — _� _ -.�.._. \ \ i ST01 1 / J EXPIRES: 12/31/19 Q pp 3sa�s \ \ =��,e� _ K1N4 iN\2 �\ o � ._ -TN20 14x10 C3 _____Jt_ C4 C5 C6 C\\._ 7 Y8 \ a°EcaH .LOBBY //, / 6:___L)-..../ . . . . • . N I N�01 SA12-209 I �yU44 M. fly i I I ., A . . • — X- , ISL - -- C } ORK ROOM RA8x10-36 ] / __ 1 E112 ! j�'?I RA8X8 230 I 24+» I / - I ..- 55x24 OF f 40x42 UP - • 43x43 U' .� .-L .\'�._._ 1■1 _.- 1 f ` \C — -- — ___ __________ _ • j \ / I I / _ 34x1:1U � -' _..._..- �_` f a I s■ E I 1 i 1---i ? 36x1$ �I;x�` , . 34x18 ,i��, /i Ico J• ., VAVj_:::1-k „ , 1.....1 �. * _'r I f . C}<3 J 24011 El \ OSA$ 50 i 36x18 UP �::�.ELING = -- 120— / PROVIDE 24x24 TITUS DOOR 12x8 31 f LOUVER IN DOOR. 1.0 SQ. FT. [ ,��,u�� 12X -= / �I FREE AREA MIN. FOR EACH #✓111 180 ' \ C VAV • _, I , ,\ Al LOUVER - MATC ---°-:�:_.:_.-_=-:1_-._lE-cz �_�- • H HLINE: SEE 1 / M2.14 VAV I I”) j . A. I. _____40. • ......, . UMW 41111•11. 4MII 111111111 .II, . 1EMP NM 11 , MII\ 7 ` 2401 Es 12x10 \,,.; ELEA 13_0 SA10-275 SA12 330 8X48-9000 \ /I• P 2) / i - Ir 1.k I � 111' OFFICE OFVE li I 42x42 "-` 12x10 E120A ��I C�� f \, � ` �or�F. �� RA8X8-230 ' jN �_ • i a EL1J 40x42 1 r f LRA14X14 _ NA rN:1 •,__, . / SHEET NOTES ,. . .\1IA. DRAWINGSIAAND ROUTING INTENT ARE DGRAMMATIC. CONTRACTOR TO SUBMIT tiaSSetti I FULLY COORDINATED SHOP DRAWINGS FOR _ ENGINEERING REVIEW PER SPECIFICATIONS. architects B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK ' • /A? SIZE UNLESS OTHERWISE NOTED. 4 C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET fi :, '' '' -`„ DCONNECTION SIZES UNLESS OTHERWISE NOTED. / rn D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN 721 NW 9TH Ave, Suite 350 / / I . , - - SHEET METAL DOWNSTREAM OF ALL VAV BOXES Portland, Oregon 97209 FOR 5' i4. . / a \ E. PROVIDE BALANCE DAMPERS AS REQUIRED TO T (206) 340 9500 F (206) 340 9519 / , ;' --, ALLOW THE SYSTEM TO BE FULLY BALANCED ir ., „. •,.,_ , AtN (WHETHER OR NOT DAMPERS ARE SHOWN ON 1 / •i:'-. '- -- ''-- ,;'/' ';' it *I PLANS). THIS INCLUDES BUT IS NOT LIMITED TO -- / / "r* '' '''.• ''''• ''''' 4 .• -. -- ALL SUPPLY, RETURN, AND EXHAUST BRANCHES. SC10-48-245 CD F. PROVIDE CABLE OPERATED DAMPERS CIVIL ENGINEER & LANDSCAPE TYP 3 WITH , CONTROLLERS MOUNTED FLUSH IN CEILINGS Cardno - . - WHEN DUCTWORK DISTRIBUTION ROUTES 6720 SW Macadam Ave Suite 200, i -- . ,.' ABOVE HARD-LID CEILINGS -SEE Portland, OR 97219 / / / i ''`N. i -, ARCHITECTURAL. T(503)-419-2500 NC . . ..; -. / G. WALLS P ROVI D AE ACCESSNDCEILINGS,PANELSWHEFROER REQUIRED, TO INSTALLATION OIN i , / / ,•4-:‘-,'''," STAIR 02 i ST02 1 -y/: ,' ., , / % t ''' • - // SERVICE DAMPERS, VALVES, SMOKE STRUCTURAL ENGINEER Catena Engineers i :/ DETECTORS,AND OTHER CONCEALED /1. MECHANICAL EQUIPMENT. ACCESS PANELS 1500 NE Irving St., Suite 412 ' Portland, OR 97232 /lAkss )1,7' z-<*.**), SHALL BE TURNED OVER TO GENERAL T(503)-467-4980 / / / SOB-4840V CONTRACTOR FOR INSTALLATION. ,,", / , 'NftTYP 3 H. MECHANICAL CONTRACTOR TO DETERMINE - --- .. , RIGHT/LEFT HAND CONTROL ENCLOSURE MECHANICAL ELECTRICAL & , f\i() / '-. .--k / •/// . i ' N4 MOUNTING FOR VAV BOXES PRIOR TO PLUMBING ENGINEER 4a0 1. - ' , - -, • PURCHASING. INDICATE INTENT IN SUBMITTAL. '->„,•-- ,, ,, / / Glumac •,,>,>-_,, 20x18 I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH I •\ RUNSAND 1 ELBOW- NO EXCEPTIONS. THIS ( ) 900 SW Fifth Ave., Suite 1600 / / • i , , -, :.' • . C•-• 4...4 tt - . - Portland, OR 97204 / , ,....,„ WILL BE ENFORCED. 1 / , :../fi; • ;, 1 pt'1\1 a - VAV t*orY T(503)-227-5280 / ,k,..i )> ':-,--Y - N9 i / J. SEE DETAILS FOR ADDITIONAL INSTALLATION , REQUIREMENTS NOT LISTED ON THIS DRAWING. , r /.• i /7 . FOOD SERVICE CONSULTANT SA10-245 1 / VEST 1 , Webb Foodservice Design . , , TYP 2 ' „, , , N101D 1 I/ SC8-48-200 , _-. 3700 SE Lafayette Ct. 1 1 I ,// -, -''• / RA16X16-1375 8x8 to. 74" ' '' ,4 , . , - TYP 2 . 'N5 - , 2 Portland, OR 97202 T(503)-236-8566 , ' 1 / "-A.. , • • RA18X18-1000 10x8 , :. , ,, / . . TYP 2 ' .,. / ACOUSTIC &AV CONSULTANT 1 „ 4 ( 3x16 4P SA8-200 - - / , . / 0 The Greenbusch Group RA12X12-55I (VAV RA16X16-137 P 411IweNi ' 4* 16x15 VAV \N10 •SSROOM / Jiir TYP 2 , s19e0a0tWe,wNAick9e8rsioin9 St., Suite 201 ' , ,/,.-: •/ T 206-378-0569 ".* COST CONSULTANT , 1 0 - 20x11 li • ,-, TYP 3 '''''''''''''';., ---,. ----,. p „,, .. , Construction Focus ..t/ ,. 's* 44 • 4%, ' 4k0-'' --' •''':\,. ' A,4q,' i ' 740 Almaden St. . 12xli * . .. " :: , -4- ..---,,,, ,,..,,-, „. __ -.........„... Eugene, OR 97402 / -... „ ' \, ,4,i' / -.-f,/---- 7. ,,.,,,:-,i.,,,,, ; , / /1 4 7? 44• •2'.‘ K VAV) ''' ',": 4111.% * , -. ;. T 541-686-2031 1 1!‘,f. .0 ' 1 Ui-N," , . N7 4/1•,. si ,..,,,,,, lip. ........ / ik 4.44, , , . Ail- / NNIII II/ SA14-685 •tility ., RA18X10-500 . . KEYED NOTES cp ,. MEETiNG /2 SA8-215 ' N6 ., i (--: ,•/, -NT / ' '''? - ,/,-; \ 1°xi• -- EXPIRES: 12/31/19 k...../ / N107A ii:.4 le, AiNS / TYP 2 Alt ,/ C N±ASSioR4007 ., / .- .. ... .... /<, :,---- 0 "Mt‘ VAV •„/ 1 i 'S/A8-215 ) / SA8-220", • ,- , .7: i • f/ 4 /i 4‘,7 I ' Ait-7 0 • i •-;" - gir , • , ' - • 9 .1b() . • OF r CE , , N" RA14X14-1101 .. 4.4.... I .- , ---, f)ti 07B ' . ,4.44444. , i %/i///,... 1111111111kge, ////, EB6X6-50 , 0, -. IDF / 100 BK - */A,,•RK 1 / SC10-48-27 - „ . / 44 - „4!/ ,.. /\‘‘v.3 i /-NZO8 I , s •. , ) •-'" 16x15 4* , --- . -% U-- zir' j77-1, SA8-220i OREGON 1111" "- 9 ,N4feER N:ly k5)Y(/ COI A M. 2x1i 4r.r4 VAV • •• 4 24x22 EB6X6-70 " ( N1 / 2) '.• ., -'4',Of '' , , , / , iitr.' A ,. . 1: , ,e--RA10X10-530 ' ,ie \ it* oFFICE :7 •41101p . RA8X8-25. lEW i / VAV , , ,_ , '' . 6x6 . VA V 1,4% • : 4 f' ' • 1 , , Plib• N. RA12X12-220 i SC8-48-251 ".----:..„,•‘ '---••,' . : •••••••_ ,...., IllarlarAi,v4, • N•or .407 ioxio ph. i /GWH) N4 .a. ," DIA. FLUE FROM • TO /-'" ,' .- . .. .,--1-- 14x12 .-.%jr , , 0 WATER HEATER • r •...„. .:. °, , , *: . _ . " •s/ , ;..'".•:-„,, ir E.,/ I SC8-48-251 , . i i "---, f.1•1 "---... , ' FU) 1 N1 i',; A . EMER EQMT i ' VAV 7 , i .,..', , \ 6 N110C ,,f•'' _!1,..k.''-4*-.7 , , / ., iPA*"- FCU z , / p'. 4:"AILWAY'ited 0/%4 -,'N,:•:, .•/ . A i.A . Nr.t, noir T 1%... ' MAlits..iii,,,,,, 1:x. r ,8,, ,1 CA°10RORB. IN (N14 n ..f,, i SA10-34, 4r 18x1 4 . a / - ' 1507/41 wi I 4/44 . ,. . I . / ELEC Ailbv, . ' , f -1 SA12-550 _ SA6-175 1 I • „ /84 A• * VAUL TYP 2 -• SA8-11I - 8 / /ao,I . 16x1. r., VAV . A A11 Par N.,f P .N /4:fSA8-21144) i Ari 14x6 °' , '-'',.;,•.,. „.'-,:i ,.' ,SPRiN."-, RISbw' ' - -..w.. SA10-340 / lor i 41.110 ( AV) 7s...tt -Tot,‘.7.i" 6-150 RA12X12-220 '1\f:oi / 0111, ,Z*'/AN:Boo K. ,j_. r -0 w_., #•••••••• / VN2 4414p pf ,.,.. '24", , ,.,•: SA8-10 s I 4'DIA. COMBUSTION . AIR INTAKE 4,4 ,./. -q•Ay ICE it X10-50 P 04p, .41/% 7,, / .% * '''''''''' . /S4 h / $14x6 U° I/ • • • • • = . . EB10X10-500 / , • TYP 2 WegrAzi ,t't"fi, 44x30 UP. pp,, "••4 A. % • 14x14 _ •ec cv .N1W4P, `4ifY / / t / / 1 Adr, - ----7-Jj AV' / .CUSTODIAL 0, ' - ' • ..Nr,,,, . ' ',---N712 . • z 1 N '-- A10-340 't --- '. I . , . EB8X8-210 TYP 2 l. ia,Riokm , .'N N113 1 , %,..` • n SA8 '„I; OFFICE - 2 _IN01I0L8EET. ffI /7 l 76x32 76x32 „ . 30x44 UP / /12yb % .... 00p /, / A\* REVISIONS DATE VEST ,---SA8-100 , C0c 1 / /* i F:Nle:H 32x18 UP \ _1=1Itigr' , , , SA8/0--._ , , / AtiSr-, K VAV . , N TYP 2 N21 1 ) / 0 Y 1 1 / / 1 #/% f ' / i _faltr----.----- , 414111\`• V b\.\ 0 ENCLOSE IN 2-HR - . 1 ---. '1 ' ' •.-N.;_ . - / „... ` .... , ./' ,-4_47 Si El RATED GYP #144* / 1 ' <7 , ,/ E2 ,--- , __ , ! I ..... 14x14 UP--. 20x1. 76x32 UP KITCHEN -56 / j / 4, - . I S2 2%SLOPE „••• — , (CA) 0 1 ),•--_ hwioas I BACK TO HOOD-----' . - ' . / b .,-.. ' b '' 1 11 ; 1 7 . andmimr 1 TIGARD TUALATIN SCHOOL DISTRICT 1 r , 76x32 UP .19, ik HOOD irl' ilt_ __ i. TIGARD HIGH k . 1 ONNECTION I vi fail . ,, , il WO* I . -DISHWASHE- lie r''. SCHOOL :!! 1 (CB) _It. . __ 1 76132 UP a 4- [ 41:+ MODERNIZATION ' --iiir co 1 1 , , —7 "-- 14x10 :i, ' ' LL_ I , I — ,-- -,- 1 I J '. 9000 SW DURHAM RD. • 110.--.111 •_j-- lb- I TIGARD, OR. 97224 4 7 jai I : I '' '" •4 SERVING JOB NO: 16992.00 I 24x22 UP ' - I I Lip 1, I W108A 1 ISSUE DATE: 06/19/2018 I 1 I- 1 Jurisdiction Stamp Area ik , CM I 1 • I , _i_.,1 • I • --. , I, - 1 ' ..------„,„\ 1 ' 1 1 /--14x42 UP 0 CC i 'Rig -4, Li LcD I 7a ? . , i ,/i i / i ' . I I / I , . H: , 240 I HVAC MAIN LEVEL - H .:, ..1 AREA N2 MATCHLINE: SEE 1 AliP2 ,,---, .,-, Lil . ..... . - . .... . ..... II 11 ■=1 IM . _ 240 illE1 UM IMP 4==ii. IMk INIIIID 41=P INIIII0 OM r-----7 (/) • ;X48-9000 i\, N 4 i! .. . i 1 ' P 2) ez,042 i PROJECT NORTH TRUE / F- MAIN FLOOR - FLOOR PLAN - HVAC- AREA N2 I 41 SCALE: 1/8'= 11-0") I ' PHASE 1 n NORTH 1/ " = V-0" • r: w 0_ M2 . 1 4 . . . . 8 mi m • . • • .., .. , O 8'-0" 16'-0" 24 - 0" 32'-0" 1 • •• e, N7 • • • •• • . ' ./ �� . SHEET NOTES ` S ctti NB pnn �. NO A. DIAGRAMMATIC. CONTRACTOR TO SUBMIT architects .�1../,-.4: \`\\ FULLY COORDINATED SHOP DRAWINGS FOR \ ENGINEERING REVIEW PER SPECIFICATIONS. B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. 721 NW 9TH Ave, Suite 350 ',f C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET \ / `'. CONNECTION SIZES UNLESS OTHERWISE NOTED. Portland Oregon 97209 D. 1"ACOUSTICAL LINER SHALL BE PROVIDED INT (206) 340 9500 F (206) 340 9519 ��,,\ ��` � FOR 5T METAL DOWNSTREAM OF ALL VAV BOXES , \ SC10 4$-280 _ E. PROVIDE BALANCE DAMPERS AS REQUIRED TO Cv� �\ TYP 3 ,\ ALLOW THE SYSTEM TO BE FULLY BALANCED • CLASSROOM �, CIVIL ENGINEER & LANDSCAPE (WHETHER OR NOT DAMPERS ARE SHOWN ON �� \ � PLANS). THIS INCLUDES BUT IS NOT LIMITED TO Cardno v / I N202 I . / ..'"---•„,,,,„_ "\ N9 ALL SUPPLY, RETURN, AND EXHAUST BRANCHES. 6720 SW Macadam Ave Suite 200, �C) / IP � / :.„..73..., F. PROVIDE CABLE OPERATED DAMPERS WITH Portland, OR 97219 / 4� CONTROLLERS MOUNTED FLUSH IN CEILINGS T(503)-419-2500 �� f 1$x12 \ .�►� \ } WHEN DUCTWORK DISTRIBUTION ROUTES ND NC \ ABOVE HARD-LID CEILINGS -SEE STRUCTURAL ENGINEER �`� MIT T� . �.�4�� ARC Ec uRAL Catena En Ineers r ``,. G. PROVIDE ACCESS PANELS FOR INSTALLATION IN 9`� WALLS AND CEILINGS, WHERE REQUIRED, TO 1500 NE Irving St., Suite412 ��: `/ \` SC10-48-300 ~ _ SERVICE DAMPERS, VALVES, SMOKE Portland, OR 97232 � RA22X22-140 / DETECTORS, AND OTHER CONCEALED T(503)467-4980 :�� TYP 3 �\SA10-280 MECHANICAL EQUIPMENT. ACCESS PANELS / SHALL BE TURNED OVER TO GENERAL MECHANICAL ELECTRICAL & ,, [TYP 2 � ' / PLUMBING ENGINEER /�� CONTRACTOR FOR INSTALLATION.y// Ni ��'i�� `1�� \ H. MECHANICALCONTRACTOR TO DETERMINEGlumac SVr>r ,� �: RIGHTILEFT HAND CONTROL ENCLOSURE VAV � / MOUNTING FORVAV BOXESPRIOR TO9D0 SW Fifth Ave., Suite 1600 / ' _i t( f - ! / \ PURCHASING. INDICATE INTENT IN SUBMITTAL. Portland, OR 97204 x12 % 4 'LcssRoo*' "s. I. FLEXDUCTWORKIS L!M!TEDTO5' LENGTH ( }`r \_N32 18x12 ` �.:: T 503-227-5280 / �\ � � i` RUNSAND 1 ELBOW- N4 EXCEPTIONS. THISVAV �,� � `// `-; r WILL BE ENFORCED. = LTANTNSU /� N35 ` / /. st�� IN11)/ r/� 46_, C / ., J. SEE DETAILS FOR ADDITIONAL INSTALLATION Design \,* , / REQUIREMENTS NOT LISTED ON THIS DRAWING. ..411111111/ N201 \ \ .,, �... Lafayette 4)\ RA22X221400 //' � / � �.,-. �'�� Portand, OR 972021 --15) / RA 14X14-980SA10-300 �,� T(503) 236-8566 , UPPER COMMONS 32X20 SA , �� P 2 / -, �,/ 16x1Nzooc ,� -' �� / / �� ACOUSTIC &AV CONSULTANT �, , �� :1-5"TY, ✓ �•� / �� a ;� The Greenbuscf� Group / .• \- `/ ; 190D W. Nickerson St., Suite 201 IV , ,•4 18x12 Seattle,WA 98119 -r '-N -..,-..\ ; -� T 206 378-0569 -- 4� VAV\ � - ,-�.-. l i SA 10-245 ♦ N33 ��ti i��.� TYPO /i \4% , . .... 5010-48 325 \ COST CONSULTANT IN/ ,3240 RA ' - , TYP 2 Construction Focus )� 740 Almaden St. / :It / � Eugene, OR 97402 T541-686 2031 /7", le �.r• � � i 4, f_ EXPIRES: 42/31/19 • I / '''',. ''''- .. "41" ' t t , -, "---, @--1 /411 STD11 \ �/ 90 �r / , �� ;,./ '444 % i / /// -7/) KEYED NOTES �F �� I RA12X12-675 -..„. / �� ;�; (..�R 3�, stip C'r�F'`' VAV \ - \ 16x18 ��;r ! A M. N34 \ i 'I , ( ORR / , . / \ A / o � _ �� - — - \,. / 1 1 -1 I CC ..,1 7..„.....,,,, I. r� , Q._ - ` / / I I I / ` I I 1 1 1 El I I I PHASE 1 IPHASE 2 / \ REVISIONS DATE DOUBLE HEIGHT SPACEd SEE MAIN LEVEL FOR INTERIOR DESIGN SEE ROOF PLAN FOR EXTERIOR DESIGN Oi N M4.13 S1 El E2 1 S2 L____ SCE - - _) - TIGARD TUALATIN SCHOOL DISTRICT 4 TIGARD HIGH . SCHOOL I �' ' MODERNIZATION 0, 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 I ISSUE DATE: 06/19/2018 � + I �.+F Jurisdiction Stamp Area 01 { HVAC UPPER LEVEL w - AREA N1 Cl) N ~ PROJECT NORTH N TRUE @--3� C4 �, NORTH 2 Mr 4\0 CK w 1142 . 15 UPPER LEVEL - FLOOR PLAN - HVAC- AREA N1 �/8 - V-0"0SCALE: 118" = 1' 0" 0 . . . . ■ ■ ■8'- 0" 16'-0" 24'-0" 32'-0" - . . . . /� \\ N1 i 1 NBSHEET NOTES baSSeth 2 -/ - _ p., / A. DRAWINGS AND ROUTING INTENT ARE architects ,' /4., „ DIAGRAMMATIC. CONTRACTOR TO SUBMIT FULLY COORDINATED SHOP DRAWINGS FOR T \ ENGINEERING REVIEW PER SPECIFICATIONS. B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK . �\ SIZE UNLESS OTHERWISE NOTED. 721 NW 9TH AveSuite 350 \` ...„ \ \ C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET Portland, Oregon 97209 CONNECTION SIZES UNLESS OTHERWISE NOTED. / 4''----- ,6-., D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN T (206) 340 9500 F (206) 340 9519 r -.,-�� _ \ SHEET METAL DOWNSTREAM OF ALL VAV BOXES \� �,�� ,1^ ,. . N3 / f ``,':...-,,-_/ / ,. E. PROVIDE BALANCE DAMPERS AS REQUIRED TO FOR 5'. . - �:; \ CIVIL ENGINEER LANDSCAPE / IC ALLOW THE SYSTEM TO BE FULLY BALANCED -:\11----.,:',--: `±Q\`'�� '� 4 ♦ PLANS). N THISINCLUDES BUR NOT RS NOT LIMITED S ARE ,N OTO Cardno .. �� / (WHETHER ' `ti\Oz `.: \y,; ♦• SC10-48-300 ALL SUPPLY, RETURN,AND EXHAUST BRANCHES. 6720 SW Macadam Ave Suite 200, / -� TYP 3 F. PROVIDE CABLE OPERATED DAMPERS WITH Portland, OR 97219 NC l -� % i � �v T(503).419-2500 CONTROLLERS MOUNTED FLUSH IN CEILINGS ` / \ / WHEN DUCTWORK DISTRIBUTION ROUTES \ ``'\ � / t �� ABOVE HARD-LID CEILINGS-SEE STRUCTURAL ENGINEER �/ ARCHITECTURAL. / / STAIR 02 f. ` / \ G. PROVIDE ACCESS PANELS FOR INSTALLATION IN Catena Engineers ST02 2 I \ i WALLS AND CEILINGS, WHERE REQUIRED, TO 1500 NE Irving St., Suite 412 i ..* 'N.%, / SERVICE DAMPERS, VALVES, SMOKE Portland, OR 97232 `��++�ir�� 20x12 / /�� \ DETECTORS, T(503)467980 \ / CLASSROOM \ /�. -_\ N4 AND OTHER CONCEALED �� \ .,. , / "` PANELS / \`/ \' N207 / \. \ \ MECHANICAL EQUIPMENT. ACCESS N / SHALL BE TURNED OVER TO GENERAL MECHANICAL ELECTRICAL & / CONTRACTOR FOR INSTALLATION. PLUMBING ENGINEER j RA22X22-1500 �� H. MECHANICAL CONTRACTOR TO DETERMINE r \'� .\ Glumac �� , a j \` SC8 48 280 RIGHT/LEFT HAND CONTROL ENCLOSURE i� \ 900 SW Fifth Ave., Suite 1600 RA12X10-64D TYP 3 MOUNTING FOR VAV BOXES PRIOR TO Portland, OR 97204 % 22x1 ��i . PURCHASING. INDICATE INTENT IN SUBMITTAL. / 'a �i\ CLASSROOM T(503)-227-5280 I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH VAV `� N206 I VAV \ RUNSAND (1) ELBOW NO EXCEPTIONS. THIS N26 f 10.280 WILL BE ENFORCED. FOOD SERVICE CONSULTANT / �FLN209AT \� 7, ` N27 SA10-300 / �/ TYP 2 \\\ J. SEE DETAILS FOR ADDITIONAL INSTALLATION Webb Foodservice Design ` REQUIREMENTS NOT LISTED ON THIS DRAWING. ®, TYP 2 \ SE Lafayette %� ,4011P � � �' , �.� ` :\` Pa�nd, OR 97202t. % 1i / , %\ • T(503)-236-8566 `,,�� 27x12 RA2 v2-140/c, \ \ ACOUSTIC &AV CONSULTANT /,`_- ♦rte ) / �� - Greenbusch✓ I / , / The Gree busc Group .--.7,7,014 `/ �� ,' 0 160 \ 5C 10-48-280 N 2/ \ //` ��, f /, , 4 ,� TYP 3 J Seattle,WA 98119 1900 W. Nickerson St., Suite 201 /ii.iplib AI NE SA12-32V RA22X22-1500 / \\ TYP 2 `�x14 :*/ a 2Dx12 rr 2\ / T 206 378 0569 jj ,�, SA10-280 � � � , � KEYED NOTES 0 COST CONSULTANT " ' / TYP 2 �` # Construction Focus 40e Age..,,, VAV f «<<t VAV , K \, - \ 740 Almaden St. rN25 ® 22x12 N28 l / ' \ Eugene, OR 97402 4/1104 lei, A -300 `• �iAuto 111 %0 , 't'., T 541-686-2031 22x12710x10 �► �� `� P 2 UPIDN, • 111PCLASSROOM "- 160 CLASSROOM ` % \ / , N209 N205 N6 4/ �, EXPIRES: 12/31/19 / ` ,N _ iii As. solo 4s 280 PROF ��\ / `, \ , . 24x22 18x12 ii /` / ., \ \�TYP3 iic'k--.. N. G I NfF' Oy�. - SC10-48-300 / • / C '� 9 :\ 9,525% TYP 3 VAV I,,,,,, \ ♦� ,/ ,1 N24 %4." /N29\ �� CLASSROOM \,� \ '� ,frr: L till!!!► kk 47 �, \ / , r �c' OREGON ♦� - rr 22x12 4,1%\N29 1 • - N2a4 ,‘'k----k5'61441 o ��R 3� .�� ' SAi o-300 24x22 '� i \.... / - A \, c_N_____. S'S'A CO) i. �' '''. i �` ;.,_ 72x12 CU7, 5ROOM22-15" 1607i.7.., RA22X22140� `\ ,� Nz10 4" DIA. FLUEq ' ...7414 , SC10-48-284•, \ �i� DN 8�UP 20x12 / �` TYP 3/ VAV �.� N23 22x1 rI ' , 74 , J - SC10-48-301 rr w401, VAV /-1, . 4 \� TYP 3 ' „�„ I N30 \r SA10-280 % \ \ `�` y,,�� 1 s.,, . rlll� Nilb 44,, CO' ' . ®, TYP 2 SA10-280 / / /,��n e 1 , l 200E �' 44x30 TYP 2 %alp \ / \ / 20x12 , / ,. ' s I� �/ �• 22X22150+ !/.. i'iy' Or. „` /�� , LASSROOM VAV ` � 1�211 N22 \ 12x1 \ �� `, :” ,... / : ., a'�/ 20x12 i•�� `;��ii ' RA22X22-1401 / / �1I \,�, : SC10-48-300 �.� �'�� '•,-t: •.. - TYP,3 �i `,/ •® / /\ ♦ * ® 14x6 UP/DN—_.,8® / h / \ / x,0 SA10-300 44x30 •j ' i�i ,••, ry � TYP 2 EB8X8-175 \ •�', / \ 4 BAY /i,1.06',,, �. � LASSROOM �. 12x12 N212 i,,� �Ar.03 (VAV / SCG � 1 `r \ ' .‘" ' N31 / -d ' `� �SA10250 F _�_ .1// •. •'•- `r _ TYP 2 �j ‘, /, v \ �,®a N213�/ 24x22 32x20 -1 io • `\ 0, .--- / � ,, a , SA8-125 / 'erN404101 TYP 2 ,/ ' . EB8X10-175 ' VAV ,� / 30x44 DN �/Ati t;'% iN36 > .. TYP2 • / 12X• ��• :r/ - /i 10x10: ••' MECH REVISIONS DATE \ � N214 / IDF / \ N215 FCU -• N , ELEC / 0 I- N21 N 1 �-----~ e \� FCU / / "-- 13 SI E1 _v E2 / / - S2 i TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERNIZATION 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area HVAC UPPER LEVEL w - AREA N2 cn ^I PROJECT NORTH I V TRUE ` V ~ h NORTH UPPER LEVEL - FLOOR PLAN - HVAC- AREA N2 PHASE 1 lirVI 2 Et 6 0SCALE: 1!8" = 1'-0" ,� U--� M 118 = 1 -0 0 8'-0" 16'-0" 24'-0" 32'-0" KEYED NOTES SHEET NOTES • A. DRAWINGS AND ROUTING INTENT ARE DIAGRAMMATIC, CONTRACTOR TO SUBMIT FULLY COORDINATED SHOP DRAWINGS FOR ENGINEERING REVIEW PER SPECIFICATIONS. B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK assett1 B C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET Q N D. 11"CONNECTION SIZES NOTED. ACOUSTICAL LINER SHALL BE PROVIDED Narchitects SHEET METAL DOWNSTREAM OF ALL VAV BOXES FOR 5'. E. PROVIDE BALANCE DAMPERS AS REQUIRED TO ALLOW THE SYSTEM TO BE FULLY BALANCED I (WHETHER OR NOT DAMPERS ARE SHOWN ON 721 NW 9TH Ave, Suite 350 PLANS). THIS INCLUDES BUT IS NOT LIMITED TO Portland, Oregon 97209 / ALL SUPPLY, RETURN,AND EXHAUST BRANCHES. T (206) 340 9500 F (206) 340 9519 \ F. PROVIDE CABLE OPERATED DAMPERS WITH • CONTROLLERS MOUNTED FLUSH IN CEILINGS . WHEN • \\ �• ABOVE HARD LOID RK CEDILINGS US ON ROUTES - EE / ---„. ARCHITECTURAL. CIVIL ENGINEER & LANDSCAPE �cb / \ G. PROVIDE ACCESS PANELS FOR INSTALLATION IN cV. \� WALLS AND CEILINGS, WHERE REQUIRED, TO Cardno \� \ \ 6720 SW Macadam Ave Suite 200, ♦ �\\ SERVICE DAMPERS,VALVES, SMOKE / DETECTORS,AND OTHER CONCEALED Portland, OR 97219 NC \� \ 0 MECHANICAL EQUIPMENT. ACCESS PANELS T(503)-419-2500 aj� / �.-''''''''''\, A N 9 SHALL BE TURNED OVER TO GENERAL CV \ \\_ CONTRACTOR FOR INSTALLATION. STRUCTURAL ENGINEER _ ..1•4:i ♦ \ -:� H. �.. MECHANICAL CONTRACTOR TO DETERMINE Catena Engineers � \ \- RIGHT/LEFT HAND CONTROL ENCLOSURE / \\ I'�1 MOUNTING FOR VAV BOXES PRIOR TO 1500 Portland, OR 97232 E Irving St., Suite 412 �. PURCHASING. INDICATE INTENT IN SUBMITTAL. ♦ \ .\ / �, I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH T(503)-467-4980 • \ �� RUNSAND (1) ELBOW NO EXCEPTIONS. THIS / \ WILL BE ENFORCED. MECHANICAL ELECTRICAL & \_ \ \ `� J. SEE DETAILS FOR ADDITIONAL INSTALLATION PLUMBING ENGINEER / \ \ REQUIREMENTS NOT LISTED ON THIS DRAWING. Glumac / �� 900 SW Fifth Ave-, Suite 1600 / \` -. \ \ Portland, OR 97204 �, 4/444146 • %� �- T(503)-227-5280 / /' \ ` 'a � \ FOOD SERVICE CONSULTANT Ns/ Webb Foodservice Design liti / / , •'• \ / �� 3700 SE Lafayette Ct. /.' ,. Portland, OR 97202 / / / / \ \ \ \ \ IN 11 T(503) 236-8566 / / >� \`\ / • / / \ .,>---„,„,„.,,,, / '�,.---:. \ ACOUSTIC & AV CONSULTANT / / .."-----_, / y � 0 \,; , The Greenbusch Group / � \� / ."----..,,,,,,, -:� 1900 W. Nickerson St., Suite 201 \ , Seattle,WA 98119 NE / IN 13� T 206-378-G569 ♦ i i �� /� / �\ / �` / \_ COST CONSULTANT ,, ., _} / / Construction Focus .� / / \ \ 740 Almaden St. �� / /” \ /1 / / \ Eugene, OR 97402 T 541-686-2031 �' I i ExPIRES: 100N2/:",31 19 ! -.,,,,, . ,'' / ifi '"•---„.„..,„, / • l'''' , / PROT' ,--' il / / • v ("<c.---1 rG NSF //11 I C - /7: i //r, , / / C4 � C8 /,, �----�, -,,,/ -- -.. CB — — — — — 7- — ( ''''---,,,, : '''''I' / ' \....7151-: , ,_., „.,..„...,. ..../ ,/ GI , ,/ . // ,,' yA / - L (R ) NOLWNGAHU) / i . __ ` �r /. 1 \ ° /,/ /,/ i( , / -.. / - - . ,( (RTU - 12:-- \ 1//'/'' / 7 -... - 1 0 -..„„H_ t / 0 \\ \\ /' ' , I ,- %- . f--1 / ,-- / / k /, I �/ _ / � ,, / v'll I I � Ilt ,f / I I Ec - ---._... CC - - - — — — - - - _ IT: — — — — , 4 S / I / � ,I I I i / I I I / j ` (COMMONS AHU) (RTU I �f M / g r; Ii i i l i // \ .. 1 J OSA ZONE NO EXHAUST - - I il Mt IIIII 41 / . , \ s OR VENTS \ / r . Til ' „ ,,, h i I I �' I I I . . , , , \ . , _ . I '7C_'.c___ \ i I I j I / / I / \ ti PHASE 1 I - - — _ - - ._ .. „ \ 1 , -[ I A @1":. _ CD i I --�1 a — - - i _ i __ _.J - I I REVISIONS DATE I \PHASE 2 j I / I " I I it I I I _L I I / F N RTU r _ : i • ' II I I / 11 E F 1 E1 E2aI I I . I I iL____ i t I I I 1 S2 i i � , . : L_ . i 1 II I II HI. - W :�_ TIGARD TUALATIN SCHOOL DISTRICT CE CE — — �– • / — ' — I I I TIGARDHIGH I I HTTH,1 SCHOOL EF I 1 - ` - � II I ., ' � I 8 . i _, I I MODERNIZATION ,1ll SEE M1.15 FOR i II r L L-_._I---i { I II NATURAL I • I - VENTILATION I ALTERNATE SCOPING ---------------._ - •-- ----- -- ::_ 9000 SW DURHAM RD. �' T TIGARD, OR. 97224 ' I I I I I I I I JOB NO: 16992.00 • I , ISSUE DATE: 06/19/2018 I ill 1 IE i - Jurisdiction Stamp Area I I0 CF - - _ / 1 : . : I I - - 1 _ IIIlIII II �.. I �-I - -- N I 11 11 — --` (E) RAW : Y j I�! - III I 15 i I r, . _ __. ..__ L MATCHLINE: SEE 1 1 M2.27 - I - MATCHLINE: SEE 1 1 M2.33 I - o - , 1 j - - - ! [ I - - I - —I - ;I R - ---- - - - . iliM il it NM =IMMO OM IIIIIIII um_iii---4 am inn 41 ini • um eirmor ii imk . i gmlimir MP alliMlillIND GM IIIIIIMMII. NM SMIMENO OM IlMh .F .1k 40 li ii il NW IIP GM 11=11111M, UM IMI 1 N I I I M I I 11=1 IMINIMIN 1=11 IMII 1=11 IMMIIIIIII 0•11 IIIIII MD , IMI III IMO 11111=11111•11 11111111111 111110 UM MIMI MD ' 1=1 IIII MEP HVAC ROOF PLAN — t i I I j I — AREA N1 1 0 1 w M5-o1 I 14 • 0 • 10 CD . . . . — PROJECT NORTH N TRUE �' V ~ 4161141611NORTH �,� 2 1 , ,. w M2 . 17 ROOF - FLOOR PLAN - HVAC- AREA N1 WEST0 ROOF — FLOOR PLAN - HVAC- AREA N1 1'$..- ' —� SCALE: 1I8” = 1'-0" SCALE: 118" = 1' 0" ■ ■ IN IN 0 8'-O' 16'-0" 24'-0" 32'-0" NA0 / SHEET NOTES iA I�` A. DRAWINGS AND ROUTING INTENT ARE I\IB \ DIAGRAMMATIC. CONTRACTOR TO SUBMIT bassettil FULLY COORDINATED SHOP DRAWINGS FOR • ENGINEERING REVIEW PER SPECIFICATIONS. B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK architects SIZE UNLESS OTHERWISE NOTED. / \ C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET / /' \ CONNECTION SIZES UNLESS OTHERWISE NOTED. D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN N3 FOR 5T METAL DOWNSTREAM OF ALL VAV BOXES• / Portland, Oregon 97721 NW 9TH Ave, 20350 • \ \ E. PROVIDE BALANCE DAMPERS AS REQUIRED TO T 206 340 9500 F 206 340 9519 \ ALLOW THE SYSTEM TO BE FULLY BALANCED \ (WHETHER OR NOT DAMPERS ARE SHOWN ON PLANS). THIS INCLUDES BUT IS NOT LIMITED TO % \ \ ALL SUPPLY, RETURN,AND EXHAUST BRANCHES. / \ \; \ F. PROVIDE CABLE OPERATED DAMPERS WITH CIVIL ENGINEER & LANDSCAPE \ / CONTROLLERS MOUNTED FLUSH IN CEILINGS WHEN DUCTWORK DISTRIBUTION ROUTES 6720 SW Macadam Ave Suite 200, N \ \ ABOVE HARD LID CEILINGS SEE G` \ ARCHITECTURAL. T(503)-419-2500 19 G. PROVIDE ACCESS PANELS FOR INSTALLATION IN WALLS AND CEILINGS, WHERE REQUIRED, TO / ---. / ...„, \\ SERVICE DAMPERS,VALVES, SMOKE STRUCTURAL ENGINEER • / \ \ ,, N4 DETECTORS, AND OTHER CONCEALED \ MECHANICALEQUIPMENT. ACCESS PANELS Catena Engineers � � . SHALL BE TURNED OVER TO GENERAL 1500 NE Irving St., Suite 412 • ., Portland, OR 97232 CONTRACTOR FOR INSTALLATION. T(503)467-4980 / \ \ \ H. MECHANICAL CONTRACTOR TO DETERMINE N DRIGHT/LEFT HAND CONTROL ENCLOSURE MOUNTING FOR VAV BOXES PRIOR TO MECHANICAL ELECTRICAL & \; \ PURCHASING. INDICATE INTENT IN SUBMITTAL. PLUMBING ENGINEER .� I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH Glumac RUNSAND (1) ELBOW NO EXCEPTIONS. THIS 9Q0 SW Fifth Ave., Suite 1600 / \�. WILL BE ENFORCED. / J. SEE DETAILS FOR ADDITIONAL INSTALLATION Portland, OR 97204 '• T(503)-227-5280 \ REQUIREMENTS NOT LISTED ON THIS DRAWING. \'�� - 5 FOOD SERVICE CONSULTANT N5 \ \ \ Webb Foodservice Design • \ �`' 3700 SE Lafayette Ct. ':-, „„ //el \\ Portland,(503)2 6$66 02 N2 \_ � � ,- i �- ACOUSTIC & AV CONSULTANT \. \\ \. The Greenbusch Group 1900 W. Nickerson St., Suite 201 , 1111 7 .„, . (GENERAL EXHAUST) \, , , \' Seattle,WA 98119 / \ .\. T 206 378-0569 ,„_, .,_ . / \'-- \ COST CONSULTANT KEYED NOTES ® Construction Focus \ \ 1 PROVIDE STACK ON GREASE EXHAUST, DISCHARGE 10' 740 Almaden St. '',---- 410 �,� - N6 Eugene,OR 97402 ABOVE ROOF. STACK SIZED FOR 2500 FPM. T 541-686-2031 \ • V _ , ( CU ) ' .'- -'' , / 6 , EXPIRES: 12/31/19 ��kIl PROFCZVPI\ , _ , , . \••. / olcoH C, 'OBER 3\� , - -. 0 , 0 \ . , , ,. --,....„...„, .,, , / , \ ,. . / ,, i .., ., .„,, i t . . ....., I / \ ,.. , . I .. 1 / V FLUE DISHARGE ,` --„. ,� \ \ WITH WEATHER CAP / ,� . . I/ \ ' , , ,' (GENERAL EXHAUST) � \ , 0 --„ - ( CU )- - - - it, A I \. 18 it \ -. , 0 / (GENERAL EXHAUST) 1 / 1, ,.. 4 / 9Pi -,,,, --_ .. / , / <4., .,_ ..., . , /., ./ ,, . co ... .. .. . ., _ . 2,.. .-,, ,.... / 44' ,, .. „ \,�..„, 0 / cv �, A. / / CU , , - /.s'r. ..„...,_ \ / €1 \ 12 „,.. / ,2,-,....,„„:. ,/ „.„:„......, / / ....., , „... ---- , --_,...., - ---<„..,..„. ,,,, ../ ---„, „„ / Csib ,... ... .,... / . •. ... . .__. ..,. ,...„ . ..„-,.., , 4::::: / *44%. .. „444s/ .. EF ! 9 (GREASE) ED ,:ri. �) /) , • % * \ REVISIONS DATE 32x18 DN - / .47— N 11‘1 I id . .... i_a/ ltir--------1 0 (DISHWASHER) 0 , r, i` • . / j S1 E1 „ ., / , , ,,.2 ,I / . „ j E2 . 1 / CA - - - NO _ , f'-. "--.. -...4_._ / . , , . , , , .. ... . ... . . ,.. _ _ _ _ _....._ _. _ , ,....,_i ,,,,, _ : r♦ , ,,, TIGARD TUALATIN SCHOOL DISTRICT . . 'V ...- / , TIGARD HIGH ,-/...: OSA ZONE- C B . ____ __ - NO EXHAUST OR VENTS - . . SCHJOL F , , . ..... 1 - MODERNIZATION . .. . - RTU (NORTH WING AHU) R-- 1 --~u - - ` ~ , 9000 SW DURHAM RD. -- ” - '- �' TIGARD, OR. 97224 I \ "'\ /;/ JOB NO: 16992.00 (KITCHEN MUA) (MA /� ♦T�; ISSUE DATE 06!19/2018 1 r v.A 'rN ,ti Jurisdiction Stamp Area • t , • ; ISO \ — . \., � _ : 1 . s . . ... ..... ♦ r I 1 I �C C3 (COMMONS AHU) RTU II HVAC ROOF PLAN — MATCHLINE: SEE 1 / M2.27 1-- AREA N2 w . A co PROJECT NORTH TRUE 7 :,.�-`�c1 r NORTH 2 i PHASE 1 ', 4110W 1V12 . 18 118" = 1'-0" ROOF - FLOOR PLAN - HVAC- AREA N2 ■ ■ ■ ■ m - SCALE: 1/8" = 1'-0" i ■ ■ ■ ■ — — 0 8' 0" 16' 0" 24' 0" 32'- 0" arseittll SHEET NOTES architects A. DRAWINGS AND ROUTING INTENT ARE DIAGRAMMATIC. CONTRACTOR TO SUBMIT FULLY COORDINATED SHOP DRAWINGS FOR ENGINEERING REVIEW PER SPECIFICATIONS. B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK 721 NW 9TH Ave, Suite 350 SIZE UNLESS OTHERWISE NOTED. Portland, Oregon 97209 C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET T (206) 340 9500 F (206) 340 9519 CONNECTION SIZES UNLESS OTHERWISE NOTED. D. 1"ACOUSTICAL LINER SHALL BE PROVIDED 1N SHEET METAL DOWNSTREAM OF ALL VAV BOXES FOR 5'. / \ 52 53 53,2 S4 (11) CIVIL ENGINEER & LANDSCAPE E. PROVIDE BALANCE DAMPERS AS REQUIRED TO G p ALLOW THE SYSTEM TO BE FULLY BALANCED S 1 �� 6 S7 S8 (WHETHER OR NOT DAMPERS ARE SHOWN ON Cardno T PLANS). THIS INCLUDES BUT IS NOT LIMITED TO 6720 SW Macadam Ave Suite 200, T ALL SUPPLY, RETURN, AND EXHAUST BRANCHES. Portland, OR 97219 • F. PROVIDE CABLE OPERATED DAMPERS WITH T(503)-419-2500 _ I• I CONTROLLERS MOUNTED FLUSH IN CEILINGS • I WHEN DUCTWORK DISTRIBUTION ROUTES STRUCTURAL ENGINEER ABOVE HARD-LID CEILINGS-SEE Catena Engineers • ARCHITECTURAL. 1500 NE Irving St., Suite 412 G. PROVIDE ACCESS PANELS FOR INSTALLATION IN WALLS AND CEILINGS, WHERE REQU Portland, OR 97232 I SERVICE DAMPERS, VALVES, SMOKEIRED, TO T(503)-467-4980 DETECTORS, AND OTHER CONCEALED MECHANICAL ELECTRICAL MECHANICAL EQUIPMENT. ACCESS PANELS • SHALL BE TURNED OVER TO GENERAL PLUMBING ENGINEER • CONTRACTOR FOR INSTALLATION. Glumac H. MECHANICAL CONTRACTOR TO DETERMINE 900 SW Fifth Ave., Suite 1600 RIGHT/LEFT HAND CONTROL ENCLOSURE Portland, OR 97204 PURCHASING.• . MOUNTING RNDICA VAV BOX NTENT IIN SUBMITTAL.ES PRIOR TO • T(503)-227-5280 • I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH ,� s -� s il s'.ip s f• mess s ii imp r� s s s s s ur ii s iP .r rr s s Ii s s s s s s s sir s iP s s s i s ices 4. s ` s s ss s s ss s s s RUNSAND (1) ELBOW NO EXCEPTIONS. THIS FOOD SERVICE CONSULTANT : • o WILL BE ENFORCED. Webb Foodservice Design J. SEE DETAILS FOR ADDITIONAL INSTALLATION 3700 SE Lafayette Ct. I • ; i REQUIREMENTS NOT LISTED ON THIS DRAWING. Portland, OR 97202 T(503)-236-8566 IACOUSTIC &AV CONSULTANT The Greenbusch Group — — — — — — — — — — — — ... —, 1900 W. Nickerson St., Suite 201 • _ -(.. A), --- - Seattle, WA 98119 06-378-0569 � _- . -- �, =z _ _- FCU - T z STAIR 04 ,I`I - = ELE ATOR MACH I EL ATO 1 COST CONSULTANT } 5T04- ' f-ECTRICAL ROOM woo °° 03B ma `� Construction Focus __ " 740 Almaden St. Eugene, OR 97402 • I T 541-686-2031 ��rr (( 30x24 �JJJJJJ 30x24 UP EXPIRES: 12/31/19 A JJ 24x30 UPI ��-D PROfEff 30x24 JJJ1 1rJ ��G 1NFF� /�y • ., KEYED NOTES o 90 — SAS-goo i pp V. oREcor� I I 8X Isci�O FI , OFFIC'�� t.--,.,q E. ��19 �� 1 ,o sti�A M. G„icy TYP2 i 2x10 I I C f ` ~ � 1 ---: : (VAV L11 ) - STORAGEI 1 I I I 1 8x8— r.._W003A I 7SA8-17O + I RA8X8-170 VAV . 12x8 • I I a © ll L10 M5.02 - - - - - - - M5.02 . r - $� , ! L �+ irk I w004A I Iz I I I SA$-2004 TIAChir--.( ,• 3 LOCKERS L III.ET I SAi 0-30 - j W004B 17004C - -- RA6X6-7 I$ i RA8X8-250 " . _ I f i ' . _ .... ._ _ .. 1 1,, H____. _ __ ___„___, , _ ._ iP . ..._, -1* .., ,, __ ___ _____ __ _.... ___ „_:_ . I'l ,+ - w Lam._-_-====------i_..I n ______ _ ,u.... .. _�r. ... �_._.. ___ _ _ I 18 12 J : TOIL . _._ _ = _.. ... -_.. _= - OX 435 L a 3 - 1 0E I I ; 1 i 1. WTYP 6 ' I I • � i l ., r / '•i - Igt‘—i,x k�' - - W. WWLe. 111 - • I - - -` - _ .14 I I - ©, i 1, i . . ` e n REVISIONS DATE iCi ll4:11 _._.7.,____, . r ! 1 '1 7r 1 _F J (V--- /'-'-'). : i ! - - L8 _: _ ! f I r .. 1_. - _ - I II- Ii� I .� N I •I I I i I I Ir 16x1 'a' I -�' i VAV 4 i {': • i N. II ui_tLS I.: '7I-tS �� . - 111 E 1 - i , -� � •I� _ I I, I.___ 11.1 ! I \\:\ a• il � E2 STOR i I , 1111 1.;” . 3 11.. � M LI 1^- , - i — - _ t11005A - _ _ - - - - Aux GYM - - i •.i1 . 12e -_■ r S2 • - . IS F 1-147-- y c i --- t.._ ___. —_ I •W005 __ __ . i �- ---E .�. • t i I N�OA CCPR I • I - I�,'., I T8x12 Imo ' TIGARD TUALATIN SCHOOL DISTRICT 1 ,, __ jr,, a i I 1 ' -�- _t; TIGARD HIGH . ., . : , jE4. . ____.. _ _ ___ Mr 1 ' SCHOOL I) SA10_305Z ll 6 . , 1 7 VAV MODERNIZATION RA10X10 425 ._ � L7 r j I SA8-160 TYP 3 I , t' (TYP 6) i _ ! I ._. .: r_ ��tiu7 MI �� I r I'. I 1 1 I a �' - - '�� Ti �,. .�, 9000 SW DURHAM RD i SG TIGARD, OR. 97224 I°'1 �� L ( - JOB NO: 16992.00 if lk r -l'- _ .. Q _ . 1 ISSUE DATE 06119!2018 Z �_.._._ _ __ • 140 w r_ 1 T. _--_. — V TEAM LOCKER „,4 _, - - Jurisdiction Stamp Area ' I-- - - _- - - - -- --._ __ -- -- _- 14x14 11 p_ hi, _I �-_ . .. _. I ` 7 I ... __- �_ _ -,I _ la 1:Allk ' 1 F I ,1 I i- 18x10 - ) , ), -- I I UNIFORM STORAGE { ( LI a I W006 I RD10X10-34 - M i i ` I I 07 SB10X10-300I RA10X10-360 --- --- i - . _ • — HVAC LOWER _.m _ W TYP 3 i [Filo ,. 1 Tia ijI� LEVEL — AREA S1 I I TEAIIA LOCKER iI MEN ' W WOO7G MATCHLINE: SEE 1 / M2.24 1 W014 I CO i. siisssassssisms - � simi . sss. - � sssssmssipsiisiii 4rsIND siisass sGass siisi • sIssosssssssssssssistiaiis4 , siisiistil.rrsi=rm.iri • sss — H N PROJECT NORTHiiiiiiTRUEnil -- NORTH LOWER LEVEL - FLOOR PLAN - HVAC - AREA S1 0CC 1 " = 1' " SCALE: 18 0 w 118„ = 1'-0” ' 23 . . . . . . . . . 0 8'-0" 16'-0" 24'- 0" 32'-0" CI 4 SHEETNOTES KEYED NOTESbassett/ I AP,. © A. DRAWINGS AND ROUTING INTENT ARE architects DIAGRAMMATIC. CONTRACTOR TO SUBMIT 1 PROVIDE FLEX DUCT FOR SEISMIC JOINT, M5.02 M5.02 FULLY COORDINATED SHOP DRAWINGS FOR I ENGINEERING REVIEW PER SPECIFICATIONS. 2 SEE 5/M9.06 FOR DRYER BOOSTER FAN DETAIL. B DUCTWORK SIZE SHALL MATCH DIFFUSER NECK PROVIDE REVERSOMATIC TLD-200ES WITH SIZE UNLESS OTHERWISE NOTED. CURRENT SENSOR TO OPERATE FAN. 721 NW 9TH Ave, Suite 350 ►} I C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET Portland, Oregon 97209 • CONNECTION SIZES UNLESS OTHERWISE NOTED. 3 ROUTE GAS KILN VENT UP TO ROOF. DISCHARGE I D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN ABOVE ROOF. ATTACH TO EXTERIOR FACADE. T (206) 340 9500 F (206) 340 9519 SHEET METAL DOWNSTREAM OF ALL VAV BOXES L1 '} UNIFORM STORAGE DRYER I S - ' FOR 5'. W006 I; RD10X10 341 m f - = E. PROVIDE BALANCE DAMPERS AS REQUIRED TO I N I ALLOW THE SYSTEM TO BE FULLY BALANCED 1,1 _—I © x [11 (WHETHER OR NOT DAMPERS ARE SHOWN ON CIVIL ENGINEER & LANDSCAPE ` SB10X10-300 - M RA16X11 :•1 -L_ I PLANS). THIS INCLUDES BUT IS NOT LIMITED TO , Cardno i 40 EA U- _: RA1 10-48 ALL SUPPLY, RETURN, AND EXHAUST BRANCHES. 6720 SW Macadam Ave Suite 200, _._._.._.- _. _. _ -''---- — ; _., _- - mi ILI iIll F. PROVIDE CABLE OPERATED DAMPERS WITH Portland, OR 97219 w_. __. _..__. I y _ . _ . . 'I : , i I ` SA 4 i = I CONTROLLERS MOUNTED FLUSH IN CEILINGS T(503)-419-2500 II „:-..---__-____=-_____________ ---- } VAV a I I I I 18x1 I - T' I_. Yn� ( ( i._ - - - - ,-. ....,,'-J-=c. SSA 12 501 1� 1,.= U- -! p -`._€ , .. s ROUTES L1 I. I - WHEN DUCTWORK DISTRIBUTION I , ` L ' , .- ► r ABOVE HARD LID CEILINGS SEE STRUCTURAL ENGINEER TEAM LOCK ;, VAV \ I X10-4$5 ARCHITECTURAL. ■ STAIR 11 MATCHLINE; SEE 1 / M2.23 r L3 iTYP 27im i VAV I I woi' .I 1 ` Catena Engineers I I WOO7G - -_ I G. PROVIDE ACCESS PANELS FOR INSTALLATION IN g ST11 _ _ L4 I WALLS AND CEILINGS, WHERE REQUIRED, TO 1500 NE Irving St., Suite 412 - I GMOI El I` _ I i SERVICE DAMPERS, VALVES, SMOKE • MATCHLINE: SEE 1 / M2.32 ® Portland, OR 97232 ik UM � l WD07F 1 T(503)-467-4980 I _ _ �-_, err rrr�r �r� rr 1 �� ! SHALL BE TURNED OVER TO GENERAL PANELS ELECTRICAL & _- �: . n _ nr. : -.r ._ aMECHANICAL EQUIPMENT ACCESS m x �,f �I MECHANICAL C CONTRACTOR FOR INSTALLATION. PLUMNG ENGINEER / L r ER RA$X$-1J' RA8X8-190 H.[ IIt , I $� -- ( V) P2 I a o ' '' VAV I r' ” \I a j .' SAS-195 L __ - p ` ' +176 L5 TY RIGHT/LEFT HAND CONTROL ENCLOSURE900 SW Fifth Ave., Suite 1600 I ' RA10X10-425 a L-_ TYP 6 SA10-275-___----- . . . -. _ 1 , 1 • MOUNTING FOR VAV BOXES PRIOR TO i 1L4X14 7 _ Portland, OR 97204 TYP 3 TYP 4 "� ;�;;,�w° OMEN If PURCHASING. INDICATE INTENT IN SUBMITTAL. l"� TEAM LQCKER7.-- ._ ( T(503)-227-5280 € i � W013 I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH I - WOOH I 80 H i r RUNSAND (1) ELBOW- NO EXGEPTIONS THIS utgl -._ I Fie STI -- SL ( - �' �` ._..._. .. - fir. - _ .__ i—LIIIIIIMM. ___. W_._ _ - o J. SEE DETAILS OFOR EADDITIONAL INSTALLATION Webb Foodservice 1 FOOD SERVICE Design CONSULTANT i' ... - BOYS LOCKERS RABX$-20 !; ---- RA12X12-550 `-- REQUIREMENTS NOT LISTED ON THIS DRAWING. f' I 3700 SE Lafayette Ct. I W007 I ' s ( TYP 2 co '- STAIR 04 • I I Portland, OR 97202 t' T(503)-236-8566 g''' ' -SA8-150 i ST04-01 I ; ! --mo PE TEACHERS I, ACOUSTIC &AV CONSULTANT -- ( ,,, ,.. �woa7A� I i The Greenbusch Group 1, iivA UM MEMMOMMEN111111 �� T i -i I fil 1900 W. Nickerson St., Suite 201 il {` W007J 11 --- ,h Seattle,WA 98119 1 0 '1 - - — I 20x22 U' ALUMINUM FLEX DUCTWORK I T 2(#x378-0569 S. I ! VAV -80"x48"ALUMINUM S 18x10 I I 26x26 ILTE' 180 UP FROM FUME FAN AND ROUTES Q I! T.! Ff 9 I1 • i I .1 .._ 0.2 __. _�-11 ___-_-_ A2 TO BOTTOM SIZE OF KILNS HOOD OVER PHASE 2 3 - 40 :30 UPS -- I - ELECTRIC KILNS I COST CONSULTANT , ,.. �k �_.1<_. ...W - - _ __ I I:� __ - 4"ABOVE !' T s ,y MOUNT-y2 FOCUS Construction n uc o - - _.._ _ -- - - - -. I Almaden St. TOP OF KILN SM 40x30 UP - I -- E" 1.---1-.. �� ■ii #LTE +ta 1 �� 740 T1 ` Eugene, OR 97402 ,. 171► �11I� Q1 7 S002A PHA 14x14 20x14 - 1 �h� �� T 541-686-2031 CORR I' I[11, _''x'1 17 O. 20x14 SG12X6-225- r i,- VENT w000c 12x11 N `�` �� TYP 4 .:I RD18X16-501 - - , VAV FS 9, ``� ��, l S1; VENT l EXPIRES: 12/31/19 _ . - - - ; ( �, - - - - — vAv co, ;41 ► — r 2 ;I, �D PROF VAV I i4co £f S12 is ` - - VAV , S9 140 I! 160 r=RAM1 o - �� 1 NFF O'� Ei3: , 3 3 I ;1 S10 `� , �„ I 1601 SB24X10 750 �� - - �� VAV 5002 _ o 1 I RA1 X10-29 ` ,- ALUMINUM 1 .f. �-=-� _ RA12X12-485 I SG12X6-225 (TYP t. _� �� i�� II Al • _ DUCTWORK • f 3j I �- lit TYP 4 SB12X6-291 I ` ` i _' RA141X14I-6251. ■ I aNm 4e UP <'p 48ER 3 :19;�� 1 MIIII C4 ELEC. 1 RD24X20-900 RD24X20-900 ■ . 4e UP sy�q CV r B'fn. V ROOM• Y TEAM.. ROOM 1 M.• - 12x12ailsA10X10-295 ,� I L_ soul 200 200 - 12', �� • 1 . ,,--, . 0 ,..•� 1ND09 �, d..1-s� - r - % 180 UP i - SB10X�150.:� �, I 1 �._ ..� A r / i i i_ SA12 485 �. _ �. .1 • A". - _f E DRY TEA M - _I - 32x16 , _ TT , - ORR 57 �1 ._ I 60 UP I 120 Val - M FJO — } AV - i Y _. I1 F I -. r _ — — I_ .. S 12 6--� MEETt_NG RUUfv1 ,,,. �1 ■ Wa08 .T. SOOOB - A f .>�, - H NI wO1� j, •;�■.: �• Ka: #,., 32x16 VAV - 1 A . I ! I SA10 34't"- Ire sw: .�; Q 32x16 18x1 SA10-345 I 1 - • �_, _ -' ‘1 'WIWI l I .. j-_ , _ �■ SA10 31RAINING SA10-315 5A10-295 SA10 295 ` _ �G. t w011L I 'lift.�``` ��, Iii - 120 I` 100 _ ■ I I ii UrFICE - - _ _ - 1 � i I. _______.___,, j,...ti_ _.... VAV 195 �� ; 1 r---�~ w041A1_,____,_+_ 4"4"F5-1 j____ - RA X 8-69Q _ . 7.=. _ i JVVAV IN . , _______, ,____3 i *;/\/ ---- . .I . T- ' I M I_J r/irr I ui 11Y/4 r-v Or l co �''rI '�� I� _1 1 ' I!! ' I.,! TYP 222-1115 - j I co r�- 1 I i_ .. #:- ' IT CLASSRdOM - I x . 7,.. I 1 RA12X6-35 . . _ _ _, EXISTING SIR DUCT I � '� -.:. Soa3 �,. / - 2 t I .�,_ I I I EXISTING SIR DUCT I x ►ri RR - o IEl ENGINEERIN I i co - OOA �I �,_.� (VAV) � r (MuA) - �; �r T ----- RA18X18 96 S5 -I �� 5004 3 �. CLEANR k: A I I _. RA12X12 355 �r - ._ cc' o i ) I I x.- SOO4A I • _ L CONNECT NEW UNIT TO EXISTING I 1 I - SA14-560 r ?F3 It , 7 =, SA14-560 l 1 I I SUPPLY AND RETURN I}I _ _ u I I I EXISTING EXHAUST DUCT i ; _ - •- I i 0 : . . Dill i, 1 i I 1 M SA12-480 I q =-]' A , I, i� ! .'1, TYP 4 I 0 SA14-560 SP EL AUTOSHOP �r�rrr■ir ,■!,, ----- ---4,-_-_-_,.,-.-..-----,---_ __ EXTERIOR TOR a � - I 1 I I I S007 � ritl _ i - SA10-300 — — -— . _ I, SPACE IN PROGRESS (TYP 2) /t\t REVISIONS DATE REDESIGN FORTHCOMING il/ .7" : 1 1 - Li- (- „.....___, „,____.„ ,-- I 1 I 111 S9 9.2 (S10) (S111 �S125 I' N \-_ I € AUTtASSROOM ^I n 1 i I I i rs� I ! I' V 1 V S1 E1 RD20X10- 12x12 UP S! E2 j 1 I,: 7., I— I C L. -t t_. L I MPR SO ROOM 22x20 ;. III I i i ,�,J�f 006 I 11°- - 22x20 - III 1I / IL___ r JJ' \ - 14 , �S 1S 141 -----.- _ FSD -F 16x10 12x12 - 16x16 TIGARD TUALATIN SCHOOL DISTRICT SQ - - - o !� - r -�� RD16X10-200 22x22 I - TI G H I G H (TYP 2) RD30X18-790 ELS ' ' 1 20x10-- I RD30X18-720-, RA18X18-310 ( 18X18-925 1II S C H o o L (TYP3) VV '(VAV S3 ❑ S2 1 SB12X10 395 I - - 1201 I SA10-310 1 I\/1ODERNIZATION SB12X10-360 r I I . 1 I 'i7x'11 _ Ii (TYP 6) -. CLEAN MAKER SPACE—� in II SO ...." is HEAVY MAKER SPACE ui%' 5 1I}-310 I I . I SB12X10 395i _ cv cv S0Q5 9000 SW DURHAM RD. _______ .__._..__..___.. - • TIGARD, OR. 97224 VAV SB12X10-150 • 51 JOB NO: 16992.00 I STORAGE I - CTACKED DUCTS , — i ISSUE DATE: 06/19/2018 Soo6 lI — SUPPLY LOW _ � /-[ I EXHAUST HIGH I Jurisdiction Stamp Area ILTE 20x12 EA UP I I - 0-4 \im <-1:1. 10 3 ,vj�� 24x24 LOUVERS IN DOOR. 1 I I _11-> r_iv �+ 1 SQ. FT. FREE AREA EA. SA10-310 SA10-310 TITUS OR EQUIV. I 20x12 EA- CLASSROOM CLASSROOM 616 i - 1 I12 I t 14x10 L__ 14x10 1- _. -- -i.--.-a.- - .-- .- .- .--- - .- .- .- imr....—•---.--•.--cin --- =fif -Li 0 111 . RD24X12-750 ' (TYP 2) HVAC LOWER I I I \�� 1-- LEVEL - AREA S2 �_ w S3.2 S4 S5 S6 S7 S7 1 0 3 PROJECT NORTH N TRUE `' V AEI C~C iiiNORTH �,\ C LOWER LEVEL - FLOOR PLAN - HVAC - AREA S2 M2 .24 0SCALE: 118" = 1'-0" 0- ■ ■ ■ ■ EIIII■ 1/Elm" = 1'-0" w ■ ■ ■ ■ ■ ■ 0 8'-0" 16'-0" 24'-0" 32'-0" SHEET NOTES KEYED NOTES ELG A. DRAWINGS AND ROUTING INTENT ARE -,___ DIAGRAMMATIC. CONTRACTOR TO SUBMIT FULLY COORDINATED SHOP DRAWINGS FOR ENGINEERING REVIEW PER SPECIFICATIONS. bassetti/ B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET architects CONNECTION SIZES UNLESS OTHERWISE NOTED. D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN r �7� FOR METAL DOWNSTREAM OF ALL VAV BOXES @._1S2 S3 S3.2 S4 S5 S6 S7 S r , ES8) E. PROVIDE BALANCE DAMPERS AS REQUIRED TO 721 NW 9TH Ave, Suite 350 �T \ / \ / ALLOW THE SYSTEM TO BE FULLY BALANCED Portland Ore on 97249 (WHETHER OR NOT DAMPERS ARE SHOWN ON g j• PLANS). THIS INCLUDES BUT IS NOT LIMITED TO T (206) 340 9500 F (206) 340 9519 I 1 ALL SUPPLY, RETURN, AND EXHAUST BRANCHES. H F. PROVIDE CABLE OPERATED DAMPERS WITH 3 I I CORR CONTROLLERS MOUNTED FLUSH IN CEILINGS SA8 200 I W101C WHEN DUCTWORK DISTRIBUTION ROUTES 4 ABOVE HARD-LID CEILINGS -SEE CIVIL ENGINEER & LANDSCAPE - Cardno I , T G. PROVIDE ACCESS PANELS FOR INSTALLATION IN 6720 SW Macadam Ave Suite 200, WALLS AND CEILINGS, WHERE REQUIRED, TO Portland, OR 97219 SERVICE DAMPERS,VALVES, SMOKE T(503)-419-2500 �' DETECTORS, AND OTHER CONCEALED "` MECHANICAL EQUIPMENT. ACCESS PANELS SHALL BE TURNED OVER TO GENERAL ENGINEER I CONTRACTOR FOR INSTALLATION. Catena Engineers H. MECHANICAL CONTRACTOR TO DETERMINE 1500 NE Irving St., Suite 412 SA8-20097232 = RIGHT/LEFT HAND CONTROL ENCLOSURE Portland, OR MATCHLINE: SEE 2 IM2,13_ MOUNTING FOR VAV BOXES PRIOR TO T(503)-467-4980 I _ — - - MATCHLINE: SEE 1 rM2.14 MATCHLINE: SEE 1 / M2.13 PURCHASING. INDICATE INTENT IN SUBMITTAL. io 41i=1 OVA � � � � � Www � � w �� r � � � � r � ��, � `� � --- W 2 - �-- - - � � � a.r ....ter .r. � � r � ! • .. ' I. PLUMBING ENGINEER AL & TFLEX DUCTWORK IS LIMITED TO 5' LENGTH _ _ -- �� MECHANICAL ELECTRIC RUNSAND (1} ELBOW NO EXCEPTIONS- THIS Q . .yl 160 / W4 VAV"±e \ / ` i WILL BE ENFORCED. S7.1 S8 Es9 / (S 1 0) SC12 4 CORR ____ l "- 1 AY �I 1N1018 I J. jSEE DETAILS FOR ADDITIONAL INSTALLATION ----Y Glumac - M5.0)� ' REQUIREMENTS NOT LISTED ON THIS DRAWING- 900 SW Fifth Ave., Suite 1600 • r I RA14X14-545 140 RA14X14 500 RA14X14-500 I ; I Portland, OR 97204 !=4-6100 '� ..- . i II %■ rr�rrr 1 I _ U 18x_6 .,=. I i T(503)-227 5280 1 I III I . 18x16 I 1_� 1 i FOOD SERVICE CONSULTANT • 4- r —I - SA SA Webb Foodservice Design I+ 1 14� t{N 2) 100 - [ _ KFU =� I - i T �W Lafayette UMW 10-251 I I �� I 37oa SE Ct. a, - o ;. Portland, 0R 97202 $ I W100 I LOBBY (VAV) f " ' IDF VAV w w I 1 I T(503)-236-8566 0 J- � W10 W109D W11 SA10-335 +' SA10 335 5A10- r�'SA10-335 � rn In ! - ,1 120 : wio1 = I _� I ACOUSTIC & AV CONSULTANT 1 _ -71 =igi __ I i , - The Greenbusch Group ,� ` 0 160 : I/ 1900 W. Nickerson St., Suite 201 10x10 EA UP- -------- I x FCU I 1i . . Seattle,WA 98119 I+;E II I = 10 r EB10X10-360 FA EB10X10-360 DI EB10X10-360 r EB10X10-360 I' �; - ----- i• I T 206-378-0569 SC12-48-140 ,I i SA8 250 5 _ .,_... . _.._. . ..L ,...... _-. -312X12 3 0 1.' �" I I -Tr �- � _ - ELEC CUSTODIAL a + ip ' (� U U W109C I W109 I t: U ►�� COST CONSULTANT , i R w SA8-250 10x10 100 120 100 ,,\� _ , •**"� o Construction Focus ? `�{"' `,,,1 �" �•101' L I 30x24 Uco I 740 Almaden St. I I i 1 > ' — :,^ ' : i,` 18f� I i / `� Eugene, OR 97402 !: Pi _ Imins - W I / T 541-686-2031 . , Z4' r i ,I , SB w SA$-250 �S B i 1 .., �I , ,� .. 1 , `_AFE STOR-1 FCU w112 "� i...,-171„:1 HEALTH !� E68X8-19 EB8:8150 " SC6-48-120 100 = 1' (12 14 l' W115 I . k et-i � t;:. I W111C } E:... 50 E:....-50--- 50 EXPIRES: 12/31/19 120 (TYP 5) t SA12-365 SA12-365 .� -= Ti SA8-250 I W201 PREF y (90-.‘\.° � IH q X8 150 t`'� 112‘ /VAV RA12X12-350 ��I�l 1 ,1��0 - -�, 8x84 120 lWE 1X8 150 W948x13 UP 1I. 8x �- SA6-100 .t3: SAb-luu ISA12-300 I —, _ 1 R,� ��CF �� I 55x24 UP �,��,3 STORAG= g` I WOMEN .� "'� CV v CONF '�' - I 160} vR 31. W116 L i SA8-250 10x10 N N 140—x- W1 1 E::.:-125 8 .j 12E w114 5Al2-300 ' I o h, \ `� I I��iI E•..:- �.. S G- . . :-- FI 4 ., 1 I t I 30x44 UP SA8-175 80�- I VAV�� t;ci ■Iir1►►►►�3 A M. C I I �� TYP 2) COACH LOCKER I) I W2 / ` I SA12-300 I I i 1 1 I AD CF L1RA12X12-365 RA12X12-3' W112 1�� RA10X10 250 I EC6X6 70 w111 _ VAV - 1 l I FO SUPPORT VAV _ TOILET !�' 100 [ W111A I \ W5 / W3th 8I 0 5 w116A 'Mfg RA22X� 1200 3/ r - :ag j ---- - t - i I - --- SC ' (SC, '. i�� `��-SB8X6-100 RB42X20-4000 ED III 24x20 >l I` 28x28 I III 28x28 _ II �� 28x28 I ►�� STAIR 07 = I SA12-300 STORAGE . It II 1 111 I 24x201 ,,,} i 1 a RA14X14-545 ORR IERA14X14 545 100 STO7-1 __ I 1 r ►1 a 1 v LIG ! - 1�A�4X14-5UU2 W202A 24x26 �� = 26x26 M .. 28x28 -. 28x28 200 200 D �� ._..._ ----- -----__ - 1 - __- � (VAV\\J � - __._._VAV � Ji _____j., _._ ___ _ � I I - =- I � IW.�--. �N7 _ _ I SD18X6 400 ' - — _ _ — — -- - ___._ __ - Imo` I VAV �_ �T - - - _ — — — i 1, H . 10x6 7 ( � I (TYP 10) 1 �� / \ W8 -- _ - { — _� = _ — RD48X18-1501RD48X181500 -- - r .___�__.:___-_ = - _`--_ Tt-- - — -- ---- - 7.---_ 1 -._. _ 1 - - -- 26x26 UP/til I i..__-_..__."_._-_ --- —_-ter - --- III 8 1 i I i ' 4 E.. I ,. I' ' �uKt I- - - - -_ - - - _ - - SE - I _ 4\, I I T N I I W101D - 120 , RG88X38-21000 CORR N .w I W20(- SD18X6-375 ' �� 1 Imo' SA10-320 �`' RC88X38 21000 88x38I �� {TYP 8) � I� I ii I I I T I T I T LIQ_ _I TI — I — WEIGHTS II 360 II36x3 II ,c I:R �� I w117 I = 1=1 I 1=( I -_ 10 �, y 0 AEROBICS I At REVISIONS DATE l SD40X1 -1050 W202 I 1 i f � -� 100 (TYP 10) ROUTES WITHIN STRUCTURE N '—IJ L1 ii COORDINATE WITH TRUSS MANUFACTURER 38x88 UP 4( U - I FOR INSTALLATION. SEE SECTIONS U I 08; - - ' - - _ - AUX GYM- I • �SF - N N 1 47'I t `I j W005 . . SF � I I it 82x38 1� 1111 11 E1 -- E2 E , - L.__ �� N N I j —SA10 320 T T _ T T 36x36-; N 1 - . _1:0S2 ill h 360 1IC' I • 28x$2 UP E-� �,I 1136x36111 . I II ' J JJ I I TIGARD TUALATIN SCHOOL DISTRICT SD40X12-1051, HIGH j {TYP 10) I } ; II' i f SCHOOL ill!.f - - _ ____.__ , . ,„ SG ,i _ , MODERNIZATION i ic? ,. 0 1 1 I L I — __ _- -- — - — -- I_ I -- I M5.02 .�� -- �§ �----� ----- -- M5.02 I - II - - 80 ...:. -17= r-_.= . _ I I I 9000 SW DURHAM RD. I 71 s-- �_._ F 2 UP TIGARD, R. 97224 - ._ - - i - ------- • _---- . .. 1 I _ - = - 1 I JOB N0: 16992.00 __.. _ -- _ ___._ ISSUE DATE 06/19/2018 it _ : i! �• , I � tsla , ! _ - 1:4 =B6X6-50i7 , I . p I i P. I � a1 SBSX6100 I EA K I " I I fl Jurisdiction Stamp Area C ORR p TkI t 8 r ' z T EBSX$-200 I - a - ti- T1T .}_.Y-i ,- 1 I 1 STAIR 10 STOR. I I � v� ,01 E I I ! � ,� u I �d � : 1 �� = 10x6— •'• - I ST10-2 I STOR b 'i k di P I I z W202B 1.^J A -------- lir 1\I i� 6 i [ 1 a . I: t 12x12 12x10 I_. -_....... rY I — --- - I I , IIF - I~-` XT ##I4ft ¢¢ rAL ow LEVEL MATCHLINE: SEE 21 M2.25 W1 I I I i i I LOWER LEVEL MATCHLINE: SEE 1 1 M2:23 MATCHLINE: SEE 1 1 M2.26 I . . — �.� — �- - ll - . , 11If10 � � � � 4kGM � amth — — � � � PM - .� � � — � � � am � — ip — iii \ W1VAV/ — — .. . ...r ... 6 — — I - HVAC MAIN LEVEL MAIN FLOOR - FLOOR PLAN - HVAC- AREA S10 UPPER AUX - 'PL�OR PLAN - MECHANICAL HVAC - AREA S1 I - AREA S1 + UPPER SCALE: 118" = 1'-0" SCALE: 1!$" - 1'-�" cwV E L E AREA A L E S1 PROJECT NORTH N TRUE 4/ ~ 4/.4 NORTH 4140110 2 118" = 1'-0" w M2 .25 ■ ■ ■ ■ MN ■ ■ ■ ■ NM 0 8'-0" 16'-O' 24'-O' 32'-0" . ,---,. 1 KEYED NOTES bassett/ I M5.02 M5.02 A. DRAWINGS AND ROUTING INTENT ARE architects I DIAGRAMMATIC. CONTRACTOR TO SUBMIT FULLY COORDINATED SHOP DRAWINGS FOR ENGINEERING REVIEW PER SPECIFICATIONS. I B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK 1 SIZE UNLESS OTHERWISE NOTED. 721 NW 9TH Ave, Suite 350 EB6X6-50 C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET Portland, Oregon 97209 CONNECTION SIZES UNLESS OTHERWISE NOTED. g I I I ' L OiLE; E68X$ 200 D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN T (206) 340 9500 F (206) 340 9519 r' IcTAIR 08 I SHEET METAL DOWNSTREAM OF ALL VAV BOXES LJ ?_ I I t I 2Q3 STAIR 10 STOR. FOR 5'. �I I • I I TOS 1 I _ : : I I F10X6---0•- , I ST10-2 I W202B E. PROVIDE BALANCE DAMPERS AS REQUIRED TO ____ _. . __._.________ p h e I I I p p 1 12---1 • 12x10 ALLOW THE SYSTEM TO BE FULLY BALANCED ,,,.I CIVIL ENGINEER & LANDSCAPE _____ _-- .. —_ — -___ • (WHETHER OR NOT DAMPERS ARE SHOWN ON i I : _ —�... ----� �— -_ I Cardno PLANS). THIS INCLUDES BUT I5 NOT LIMITED TO _ rt _x 6720 SW Macadam Ave Suite 200, -- ALL SUPPLY, RETURN, AND EXHAUST BRANCHES. :all 4m EA UP/DN — ' IF. PROVIDE CABLE OPERATED DAMPERS WITH Portland, OR 97219 STORAGE : I VAV ! I I � CONTROLLERS MOUNTED FLUSH IN CEILINGS T(503)-419-2500 EXTERIOR BALCONY S208A I W1 WHEN DUCTWORK DISTRIBUTION ROUTES MATCHLINE: SEE 21 M2.25 EB8X$-15 _moimi - I ��_� Fo I ,� ABOVE HARD-LID CEILINGS -SEE 1111 STRUCTURAL ENGINEER j W204 C PROVIDE ARCHITECTURAL. MATCHLINE: SEE 1 / M2.32 -`I Catena Engineers rr ��I. r..r.rrrr � r_fr �r MO � � , � �.� GM .■...� �� i IP � .r �.. ,.. �� i ip Lb ik ii 41 up ..�fr� �. ar m ' � SA8-125 - — IN -� G. PROVIDE ACCESS PANELS FOR INSTALLATION g Ium 1 NE IrvingI 412 . . -- - , , / . ./ . .6__-__, fii 12x1 1 = 'I �� r 141 11v�31 I E TO Portland, OR 9232 Suite iWALLS AND CEILINGS WHERE REQUIRED, - — 2-0•► l _ �W._Y SERVICE DAMPERS, VALVES, SMOKE Ir r .__...:-,. :�_ T(503)-467-4980 WRESTLING 48x14 lr i1 '' Ir�I r !i ' r1 I DETECTORS, AND OTHER CONCEALED Q S208 RB42X20-3500 i E. "° I V , MECHANICAL EQUIPMENT. ACCESS PANELS "i , ' .• CONTRACTOR FORSHALL BE TURNED OVER TO INSTALLATION.RAL I :1-- PLUMBINGIAL ENG ENGINEER & —— 1 W. • ..► , 150 ' CORRIDOR SD18X6-350 N11 �� - W2 I I H. MECHANICAL CONTRACTOR TO DETERMINE Glumac (TYP 10) 1 i 'girl I ►,� RIGHT/LEFT HAND CONTROL ENCLOSURE 900 SW Fifth Ave., Suite 1600 S208A IFT t t t raw SA8-125 MOUNTING FOR VAV BOXES PRIOR TO 1= 1_- m Y 48x14 UP {, PURCHASING. INDICATE INTENT IN SUBMITTAL. I Portland, OR 97204 �S'L —, i 240 �— 1,&6. I _ ._ TYP 2 I — I. T(503)227 5280 . i ._— RUNSAND (1) ELBOW-M NO EXCEPTIONS. THIS i T LLLLLLL7 1� 1SA12-460 WILL BE ENFORCED. FOOD SERVICE CONSULTANT �' NiIII I I J. SEE DETAILS FOR ADDITIONAL INSTALLATION REQUIREMENTS NOT LISTED ON THIS DRAWING. I __ Webb Foodservice Ct ce Design I STAIR 05 ——° —— 3700 SE Lafayette Ct. •I I ST04 2 I I' Portland, OR 97202 1 I I FCU 30x34 UP T(503) 236-8566 • 11 IDF 1 VAV 24x55 UP` I 0 ACOUSTIC &AV CONSULTANT s2�a The Greenbusch Group /S 40x30 DN S20 43x43 UP I . 20x22 SA UP I 1900 W. Nickerson 5t., Suite 201 PHASE 2 0 1 . I I I Y20x221 I == Seattle,WA 95119 ill : r �-- 7 II T 206-378-0569 W SM - - - - I - - - - IAti ! 1 = —7 r-- _ COST CONSULTANT RA1$X18-880 24o .' 1 10 T , I .. I 1- 1 (� I I t �� 10r� I - 1481 i '- OFF ICE_ I I Construction Focus I. (TYP 2) 1 I I PHASE 1 ly _ 240 VAV 1 �SOt�2A II n R 74 RA14X14-860 _1 l 74O Almaden St. ..,__ iq • __:: . _ I Eu e e, 0 9 02 24x14 I ' A4 �,_.: . . 1541-686-2031 50x30 38x87 UP SG12X6-210 (VAV SG12X8-315 20x18 �j /43 t_, I TYP 8 A3 PAINTING RA12X12-460 1 TYP 4I 81111 NI VAV I r" ," —. r: f 118X1$-fi • r - 140S201 E 12/31/19 SA12 530 S18 = /J U 14x1 - �I T r 110 y _ _ .._ PROF Ii6 EXPIRES:' N I o . , COMPUTER GRAPHICS �� w ff �l.'VKK • I , (AA 5207 { - 1 Al2-460 ��` 4IS200A 1 . 150x30 4� EAUPIDN' �i�� v ! � 11 ��. I DRAWING �G ! N£F �q 11 }t 20x18 RD48X16-186 20x20 UP 4o EA UPIDN I i -- 18x16 SA10-304 RA12X12-600 SA12�60 SA12-460 Z< '� VAV \ �_ , I s2a2 r 1- s P � I - 1$� - ��i _ 18x18 DN � oRE+ror� PRODUCTION 87x38 111 1111®I I VAV JOURNALISM 1IVIDEO g (S17 / 20x20 `1pCc�M�R 3Nti ��c? 0 . ,..,, .---.•„ SA12 530 SA12�95 I S19 I lril LI y I SyNf265206 , _. t 160 ;\17LRD48X12-1260Uq M. G _ � 7x111 1 ��\ - J �::, - - RA18X18-615 " - - - �� __ - - _ � . 'x` rni 14x14 IH (TYP 2} ' `� r ! = SA10 350 SA12�60 I � t�,' (.14, . `'��" �'� 36x6 ©, ' � � g 1::::: J � �i ,�� I I !mss ` I _ ,. . lA„ia i _ - L44"-) 14� ) I —, f) ' 100 VAV - 18x15VAV II- STUDIO I S1fi ) ' S14 SA12-530 SA12-495 SA10-3001 S206A vrcn RA18X18-700 I �^� 16 10 - 12x8 12x8 �. x 18x1 - 22x12 =A I � r� I � RAMP n i� � I 2--� ! ' 24x14: 116 -67-5 L - .. . , . _. r. Sz00C �� *... I * _ •_ - - __-_- - --- _: --- � /VAV VAV _, -.__M_. 18X18-1400-= — \ S15 RA22X22 16 1 18x12 S3 mil , I �--.- RA18X181320 — 16x1V- . 20x18 :e, .�.�— 2�1x1R I FLEX 1 • • 1 _ . , 1 1 i I I l • 1I , . • I t I •. I I 1 !, . I i I ., EL I — — _ , 1 i x - it.._X x I ..._ ' I i I I b _ ,� r / I › _ 1 i - SA10-350 ir= `1 _ ,, SA10-350 • • I •• l t' _ _ • IIt i; I 1 I TYP 4 r j[ i - I !: ;� 1 • 3 ASS ROOM- I [ ., fI.• ( 1 I 1 CLASSROOM I I r"--- -/ S205I 'j, 'ice• I 5204 i I I SAID 330 COMPUTED SCIENCE 'w SA10-420 TYP 41 !i I LI : } S263 P• .I4 TYP 4 I itf`r.. •Ay � I SP - _ - _ - -- - __. _ - - _ _ I I I II f • • 1 — - --' I — L € •I r . ,- -\ �� / * \ REVISIONS DATE S9 9.2 (S10) (S11) (S12) I I N I i I i Id I • N2 NI _T :L.� S1 El I III I �`>. .. E2 I I i I I I 1 I . 1 - - - - - I I !S1 �S141 SOI-- -- -- - - - - - - - - -- - =- - � I II I TIGARD TUALATIN SCHOOL DISTRICT • i TIGARD HIGH ,•1 .1 SCHOOL I I MODERNIZATION i I I I 1 I • I 9000 SW DURHAM RD. .- -- - TIGARD, OR. 97224 I I �Y 1 _ I _ I JOB NO: 16992.00 i I ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area I I • I I I I • I I I I I I __ --- — - - ____.:-. H L______ - :-__ -- ____. : 1 I I • HVAC UPPER LEVEL 1 S2� Q s3.2 ,S4 S5 S6 ,S7, S7. 1 S8 w AREA S2 U) N PROJECT NORTH TRUE ' V �— yNNNORTH �, UPPER AUX - FLOOR PLAN - MECHANICAL HVAC - AREA S2 �1$�� _ 11—Cr. M2 .26 . . ,) sr i:0SCALE: 118"= 1'-0" ■ ■ ■ • MEI ■ ■ ■ ■ .111MIIII w 0 8'-0" 16'-0" 24'-0" 32'-0" II SHEET NOTES 0I. /— WINGS AND ROTING INTENT ARE — — — — — — — — — DIAGRAMMATIC. CONTRACTOR— - - A. IAGUNTRACTOR TO SUBMIT ;; FULLY COORDINATED SHOP DRAWINGS FOR• ass II ENGINEERING REVIEW PER SPECIFICATIONS. architects EF I B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK 1 1 ( ) SIZE UNLESS OTHERWISE NOTED. I"I 8 C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET • II CONNECTION SIZES UNLESS OTHERWISE NOTED. I. D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN 721 NW 9TH Ave, Suite 350 I SHEET METAL DOWNSTREAM OF ALL VAV BOXES Portland, Oregon 97209 ,, FOR 5'. T (206) 340 9500 F (206) 340 9519 »' E. PROVIDE BALANCE DAMPERS AS REQUIRED TO �+ OD �+ • �+ 1 ALLOW THE SYSTEM TO BE FULLY BALANCED IS� S3 2 �S4 S5 �56� 7 I S7 1 S8 S9 (S 141 (WHETHER OR NOT DAMPERS ARE SHOWN ON • I� PLANS). THIS INCLUDES BUT IS NOT LIMITED TO �� 1 - �_ ALL SUPPLY, RETURN, AND EXHAUST BRANCHES. CIVIL ENGINEER & LANDSCAPE 1 1 r I `I I F. PROVIDE CABLE OPERATED DAMPERS WITH CONTROLLERS MOUNTED FLUSH IN CEILINGS Cardno ' WHEN DUCTWORK DISTRIBUTION ROUTES 6720 SW Macadam Ave Suite 200, • I i el ABOVE HARD-LID CEILINGS-SEE Portland, OR 97219 � ARCHITECTURAL. T(503)-419-2500 . 1 G. PROVIDE ACCESS PANELS FOR INSTALLATION IN I WALLS AND CEILINGS, WHERE REQUIRED, TO SERVICE DAMPERS, VALVES, SMOKE STRUCTURAL ENGINEER I DETECTORS,AND OTHER CONCEALED Catena Engineers II I I I• I MECHANICAL EQUIPMENT. ACCESS PANELS 1500 NE Irving St., Suite 412 ` ' ' SHALL BE TURNED OVER TO GENERAL Portland, OR 97232 i I CONTRACTOR FOR INSTALLATION. T(503)-467-4980 C•• EMECHANICAL CONTRACTOR TO DETERMINE i ! I' I, RIGHT/LEFT HAND CONTROL ENCLOSURE MECHANICAL ELECTRICAL & I I 1I I I I MOUNTING FOR VAV BOXES PRIOR TO PLUMBING ENGINEER PURCHASING. INDICATE INTENT IN SUBMITTAL. GlumaG I• 9 S j S - -- - I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH .- , � � '' o �+ RUNSAND (1) ELBOW NO EXCEPTIONS. THIS 900 SW Fifth Ave., Suite 1600 1 w 1 WILL BE ENFORCED. Portland, OR 97204 f _ — r_ 14I r 11110 ..r�la.r 14 , k 44 T`'r I — 11.14 f..? 4 - -i_ —� ! --- i �.—_ i , i — II 4t 41 II 528 I �� c •1 — 1111__ �_ I J. SEE DETAILS FOR ADDITIONAL INSTALLATION T(503)-227 0 --. - _ _- �`_ REQUIREMENTS NOT LISTED ON THIS DRAWING. III t _f -�I I I I --- -- � I 30x4 4 30x40 ,�� FOOD SERVICE CONSULTANT Alk r _ Webb Foodservice Design M5.01 / 0 - I • ' 3700 SE Lafayette Ct. I 36x75 ' `\ I ACCESS , 1 : I I ' Portland, OR 97202 • �� ® O` I I � I I T(503)-236-8566 ( ; IO ._ I4 \ rri I ,�-- — - _ - 1 ' v III ; _ �� ACOUSTIC &AV CONSULTANT , 1 •HIE _.=1i KEYED N4TES # The GrbusuI 1 U 1900 W. Nickerson St., Suite 201 CU s !r Milr I lll;1~ 'Ii I I Seattle,WA 98119 10 ' ..� —, l� __ I (._______A� T 206-378-0569 EFCU / •. 0 \EI\EI 614 ,' _� 31 _ I I 1 PROVIDE FLEX DUCT SECTION DUE TO SEISMIC COST CONSULTANT CU ACCESS \` _ ,� ` ' • JOINT AROUND MAIN GYM BUILDING. SUPPORT I Construction Focus _ 1 " . DUCTWORK DOWNSTREAM OF THIS POINT TO _ i 740 Almaden St. 4111 9 C - MAIN GYM BUILDING. FINAL DESIGN PER Eugene, OR 97402 I (RTU \ SEISMIC ENGINEER. T 541-686-2031 I ,� 4 OSA ZONE-NO I i1-:77 VENTS OR EXHAUST OSA 2 FLOOR. PROVIDE STIFFEN 0R0"WIDE BY 6K TO T ALL AIR WALKABLE TIGHT OSAZONE-NO ; ; 1 VENTS OR EXHAUST -� I I ' DUCT ACCESS PANEL. EXPIRES: 12/31/19 - 0 \��D PROF fs - — — — — -I =_. ,� ; j _ 1 SB �`� �G t NF4 , / 1 x i��"" EF 45 DEG CUT BACK III ' –`. I RTU( ) , oRE[ N • / \\r 9 ' 30x36 ' � pI I :, / 1 _- _, , .N s� R 3 co.../c) y�A M. Cr . _...:, ..... , ‘ I • r--_,1 I • 11111 I – – OSA ZONE- / OSA ZONE- NO EXHAUST OR VENTS �, /� NO EXHAUST OR VE S I M5.02M5.02 - - — _. - Ii f — - ---- ---X --- - _ _ I� 1— RTU I IS-6) 1r i I I I I / 1 ' 1 r \ \ . • I ` .I • . / I 1 + - 1111. I — -- © r • • SA ZONE- I I NOO EXHAUST OR VENTS - �; _ ` Y ; ~ f `~ I I I � � I t • rl I V ._ 3 iI — 1 I ) H± � H RTU I + -- -----, ,. 1111 I 1 I + • 1 - 8 - • I iI ► 1 /i + H r / - 1 I REVISIONS DATE 1 1 �\ y r iiiiii, . ' N I I I I - - _ 1 W N N1 [ H- ! i I 1 '' • z I I I 11I . I El • E2 F I I I 1 S2 . . . • . •• : .. . . . .., .: , . . I I I I I I TIGARD TUALATIN SCHOOL DISTRICT I , . . . . I TIGARD HIGH �- - Ir- -ti, .I SI-I :DOL _ , - - 1 1 r HL MODERNIZATION — �. , 1111_.-. i - - 1111 1111 i J_� I RTU I I Ia1 I 7 I TA I — , ,I — — ---_i __-_-__-_:-_-_-=_:_i- : - -I- ' - SG 9000 SW DURHAM RD. I { TIGARD, OR. 97224 1 I ' © I I ! is I I 1 i JOB N0: 16992,00 M5.02 I k_1111. 4 I I ISSUE DATE: 06/19/2018 i • : • I Jurisdiction Stamp Area - , 0 - - I I — — - � - - — — I I — . ? - � ISH- .� -- 0 I - -- ------ --- - - ----- , GI . . . . . , . . .. . . t,: I SpJ -- 1" I - .i ak ak M5.02 M5.02 I SHEET NOTES ® bassetti i KEYED NOTES A. DRAWINGS AND ROUTING INTENT ARE architects DIAGRAMMATIC. CONTRACTOR TO SUBMIT FULLY COORDINATED SHOP DRAWINGS FOR ENGINEERING REVIEW PER SPECIFICATIONS. ' B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK , DRYER DISCHARGE SIZE UNLESS OTHERWISE NOTED. 721 NW 9TH Ave, Suite 350 C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET Portland Oregon 97209 - I ! I CONNECTION SIZES UNLESS OTHERWISE NOTED. 4 D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN T (206) 340 9500 F (206) 340 9519 _ -- {: --------. I SHEET METAL DOWNSTREAM OF ALL VAV BOXES f II I '. . .. III I' FOR 5'. r_.-_ • 4� DN E. PROVIDE BALANNCE PAMMPERS AS REQUIREp TO I ! ALLOW THE SYSTEM TO BE FULLY BALANCED CIVIL ENGINEER & LANDSCAPE • ei...., an Illi IMII IMI 1=0 MEMO GM cll. 4=1 1111•11111111111M OM 11 IF II ' PLANS} EHIS NCLUDES BUT S NOT MIT'EDOTO Cardno 1 MATCHLINE: SEE 1 1 M2.27 6720 SW Macadam Ave Suite 200, I • ~ IMII IIIM' No GM 011111111M. OM 111111111•11 IMO MM.i mi. 4mmii41°. I ! ! ALL SUPPLYRETURN,AND EXHAUST BRANCHES. PROVIDE OPERATED DAMPERS WITH Portland, OR 97219 I _....__._. ...._....,.._ - 1 OSA ZONE- j SCO CEILINGS i r �rrrnr �r M � (503)-419-2500 • NTIDE CABLES MOUNTED FLUSH IN T 1 WHEN DUCTWORK DISTRIBUTION ROUTES NO EXHAUST OR VENTS I" �h I ABOVE HARD LID CEILINGS-SEE - ----....._ STRUCTURAL ENGINEER I ` ARCHITECTURAL. G i ' t ! i` • I '\ I f G. PROVIDE ACCESS PANELS FOR INSTALLATION INI Catena Engineers - r k :} t !`! WALLS AND CEILINGS, WHERE REQUIRED, TO 1500 NE Irving St, Suite 412 I _--.__- SERVICE DAMPERS, VALVES, SMOKE I I I I I ! Portland, OR 97232 467-4980 E I I DETECTORS, AND OTHER CONCEALED I T 503) } III1 I• ` I " MECHANICAL EQUIPMENT. ACCESS PANELS • ' SHALL BE TURNED OVER TO GENERALi MECHANICAL ELECTRICAL & ,� CONTRACTOR FOR INSTALLATION. PLUMBING ENGINEER I I — — H. MECHANICAL CONTRACTOR TO DETERMINE SL _ f I -_ I i Glumac . ©SA ZONE • RIGHT/LEFT HAND CONTROL ENCLOSURE 900 SW Fifth Ave., Suite 1600 I C x MOUNTING FOR VAV BOXES PRIOR TO Portland, OR 97204 1NO EXHAUST OR VENTS PURCHASING. INDICATE INTENT IN SUBMITTAL. TP 503 2207R-529870204 7 5280 I _ = _ ( } - - I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH (02SA RUNSAND(1) ELBOW- NO EXCEPTIONS. THIS WILL BE ENFORCEp. FOOD SERVICE CONSULTANT I CU �} N4p RTU �} J. SEE DETAILS FOR ADDITIONAL INSTALLATION Webb Foodservice Design 11 / r _ REQUIREMENTS NOT LISTED ON THIS DRAWING. 10 - - / {'; I Portand,LOaRfay9e7tt2e0C2t. I �--� I T(503)-236-8566 Li,. PHASE 2 ! f� I I iE I 0x20 i , --- -W - - - -- - -- - J ACOUSTIC & AV CONSULTANT p ... —__,•---,-_____. _.. ---._ —_ — p� I - - _. - Grou SiVI , 3 .T _ __ _ � T- .K - - - — - - 900 W GreenbuschNkerson 5t, Suite 01 ,• + I- __;__ .L ' 45 CUT BACK /IF I Seattle,WA 98119 % ,' I , . i E i i T z�-378-0569 PHASE 1 -I� . i i �� OSAZONE I I' COST CONSULTANT • FLUE DISCHARGE (RTU) I __ .. _-_�_-__-_.-- NO EXHAUST OR VENTS -I WITH WEATHER CAPS , ij, 2 \ Construction Focus ti 40 Almaden St. i----H1r j I -�. , I Eugene, OR 97402 9 L -- , T 541-686-2031 I� 1 r 1 000... I\ ,II —� } € ` • \ 45 CUTBACK s i I` x , ` { I �3 /!` �f %'\ i I EXPIRES: 12/31/19 / \ 40 DN 3\.1 PROF %1 N j -- -i: - \ . � �i <C, G NE-4;p : �-� � L �, ... . • 0 .: • 90 • . _ , • . . ..iee___,), S N • I: r I J - - - - - -- - EGON T� COMBUSTION I ... �. (2 R 3� GP AIR INTAKES ' , r ..• A M. G FF i i I ; I , • {7 I t • i r • F„III • - I III i .. j �i�\1 SO �i I I I I.. ! I I• li F 1 _ I I j r-- I I I (MUA) L • ! - - L • ` ; `- I - • _ : .4_.1_____,_._..,._. _ j 1.I • I i - ~} ,I— ma - ,y T I i 1 1 I t I I `I 1-1E � -- I • l • , ( — � - I''--1-1--L I I � 1 ;-_ .i i i H + r • : 1 -- 1._ _ t r t--1 I__ _- { . 7 _L_ _ _ L ]-71 +I _+ 1—f 4 (EXISTING FAN -:-- - - T :_ ._ _ . _ , L _ �.- �. _. _ . . . ..i-��_-1_1_.-.. ..,_L . __ -.r_ r---F -;. _-_ 1----,--1----,---1- - _ ._L k .+-.l , r • .1\- LAI \K _ � T_ _ ; TO REMAIN) • 0 - (E) il I I I I I I I I I I L , - II - - - - - - - - - - - - - - - - - I t I j j iI "I . , i !I '1 1 i II • S9 9.2 0) c 11) (51 2) I # i I ! A REVISIONS DATE I E10F \' (COMPRESSOR ROOM FAN) I /''''') N - -- I - : I • ' • N2 N1 � IRA S1 El I E2 SQ) TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERNIZATION / (MAKERS SPACE) 0 9000 SW DURHAM RD. TIGARD, OR. 97224 I JOB NO: 16992.00 ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area • 1 I• ..R. .. - y .a . . -.. ...V_..•.�,., ,. i 1 I I . /---L--\ S3.2 s4_i s5 S6 _i �s7� s7 Ss HVAC ROOF PLAN - w AREA S2 PROJECT NORTH N TRUE �- I� NORTH 2 0 ROOF - FLOOR PLAN - HVAC- AREA S2 gr 1 w M2 .28 SCALE: 118" = 1'-0" 118" = '-0" 0_ ■ •■ ■ •■ .• - 0 8'-0" 16'-0" 24'-0" 32'-0" ...___. , , . , , 7,_, cS12, C4 �S1 C6 C8 bassett/ - SHEETA. NOTES DRAWINGS AND ROUTING INTENT ARE RA8X8-500 ' I ! DIAGRAMMATIC. CONTRACTOR TO SUBMIT N • FULLY COORDINATED SHOP DRAWINGS FOR • ! I ENGINEERING REVIEW PER SPECIFICATIONS. 721 NW 9TH Ave, Suite 350 _ _ _ 1 B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK Portland Oregon 97209 .e ,t _ , SIZE UNLESS OTHERWISE NOTED. C F , C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET T (206) 340 9500 F (206) 340 9519 • . ._.__. I CAREER CENTER - CONNECTION SIZES UNLESS OTHERWISE NOTED. I. E105 -� . li D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN SHEET METAL DOWNSTREAM OF ALL VAV BOXES 244 I x t FOR 5'. CIVIL ENGINEER & LANDSCAPE M '� E. PROVIDE BALANCE DAMPERS AS REQUIRED TO Cardno �... ALLOW THE SYSTEM TO BE FULLY BALANCED SA10-250 6720 SW Macadam Ave Suite 200, �' TYP 2 w - _ / PLANS). THIS INCLUDES BUT NOT LIMITED TO Portland, OR 97219 ALL SUPPLY, RETURN,AND EXHAUST BRANCHES. T(503) - -419 2500 O MATCHLINE: SEE 1 / M2.13 ' ' - I1 f I F. PROVIDE CABLE OPERATED DAMPERS WITH , , dm. imi . im, . . i ! i . . ., i ! i . , , islo, IIIMP ill, gMli 11 .ri, fo IMO 1110 4MI. INNIIb am Giio fimt aiiim 4i ans . ma) IIIIIIIMIM 401. iMMilr Im eli an iii- p //11 CONTROLLERS MOUNTED FLUSH IN CEILINGS STRUCTURAL ENGINEER MATCHLINE: SEE 1 / M2.251 SA6-50 ABOVE DHARD--LOID RK C DISTRIBLINGS U-5 ON ROUTES Catena Engineers CORRIDOR ARCHITECTURAL. 1500 NE Irving St., Suite 412 E100A M G. PROVIDE ACCESS PANELS FOR INSTALLATION IN Portland, OR 97232 WALLS AND CEILINGS, WHERE REQUIRED, TO T(503)467-4980 SERVICE DAMPERS, VALVES, SMOKE — ! i I� DETECTORS, AND OTHER CONCEALED MECHANICAL ELECTRICAL & -'' .- �' ._ E.' - --" - - MECHANICAL EQUIPMENT. ACCESS PANELS PLUMBING ENGINEER SA 1_4 DW / SHALL BE TURNED Glumac - �❑ I :„ 8-251 CONTRACTOR OR FOROINS INSTALLATION.ON GENERAL H. MECHANICAL CONTRACTOR TO DETERMINE 900 W Fifth Ave., Site 1600 = - 'I 1� Portland, OR 97204 u w 1 1 gi.,• . - / RIGHT/LEFT HAND CONTROL ENCLOSURE !I° ! MOUNTING FOR VAV BOXES PRIOR TO T(503)-227-5280 ' ; u I I E113A I E PURCHASING. INDICATE INTENT IN SUBMITTAL. FOOD SERVICE CONSULTANT I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH I j RUNSAND (1) ELBOW- NO EXCEPTIONS. THIS Webb Foodservice Design ---. Ei ; , CO WILL BE ENFORCED. 3700 SE Lafayette Ct. 0 0 o I 1 7 0, [AlLijjjaWA ri a J. SEE DETAILS FOR ADDITIONAL INSTALLATION Portland, OR 97202 I ! II REQUIREMENTS NOT LISTED ON THIS DRAWING. T(503)-236-8566 ' I ;. r - z I — 1— P ACOUSTIC &AV CONSULTANT I The Greenbusch Group ._ % w 4X18 1900 W. Nickerson St., Suite 201 -- �- Seattle,WA 98119 { I __._ L E 11 I/ TS 206-376-0569 SB 1- �� I -, /vAv Fa= COST CONSULTANT \ E7 i... .., Construction Focus 740 Almaden St. I -- 1 A I Eugene, OR 97402 1 I V T 541-686-2031 0 SA10-400 I - TYP 4 i _ ExPIRES: 12/31/19 I s�� ,J I�� -D PROFEf f � � � NFF� py ..„...7,,< i RA12X12-800 90 TYP 2 -.-- E 1lL� i� --a, OREGOW g o I SA10-360 f - - CM) �os� R 3. 7 cc., mu TYP\ iiIt1 1 P KEYED NOTES ti�q �. �� sc _ _ 1 ii I r .{gill l', I -1- i< l' I Nlaill 11. ---10x18 I COSD I VA \ -- 1=8 - BUSINESS CL-A 3SROOM `Y' E11 - I il - N r- 1 I (-.1 g 1 Cill RA14X10-725 SSE TYP2 I . 1 V` +W �\ ,.) un111 - I SA10-340 SA10-351 TYP 3 I 1A1-1 — 0 I . E115ASs )OM : -- I I I — 0 7< CD N L VAV) I M . E9 / \ REVISIONS DATE - i CO . N I 1 I \ RA10X10-725 N . CORR TYP 2 — I EIOOB f S1 1 E2 - �: , - _ _ - , �Il G S2 REBALANCE EXISTING C SB46X8-1130 --I FCUI__ DIFFUSERS IN TEACHER 1 MI �� _ - TYP 3 ' _ — ( 16 LOUNGE TO SERVE 125 _ ' I CFM EACH. —� TIGARD TUALATIN SCHOOL DISTRICT ��-+--+ x FCU MDF SV • I _ 17 �E11 , 1 r., �- TIGARD HIGH I ill - yti SCHOOL II itHERSLOUNGE SA6-100 II E MODERNIZATION I Pi , . SH _ i RA12X12-750kr- RA6X6-725 9000 SW DURHAM RD. I .....i._ TIGARD, OR. 97224 J JOB N0: 16992.00 1 ' 0ISSUE DATE: 06/19/2018 E I Jurisdiction Stamp Area i ! I • i 1 I i �. MID ..�.M _ ..� . - c L. _ ... — _ _ . _ — _ _ T,. _ . . _ ... _ ... _ .11 ... .. .. . a. .�.. _ : : II D ,,, .: I . HVAC MAIN LEVEL - 1 0 w AREA El _ u) I N F- PROJECT NORTH TRUE � I NORTH 1 ) 2 - - HVAC- iiiiiVedleililimimil w CC M2 . 32 MAIN FLOORFLOOR PLANAREA El 118.. _ �,_o„ 0SCALE: 118" = 1'-0" 0 8' -0" 16'-0" 24'-0" 32'-0" 1 1 1 1 0.-1 ,?), cS 111 (S12� C4 (S1 � � CC C8131� �_� � � � SHEET NOTESbassett 1 A. DRAWINGS AND ROUTING INTENT ARE architects DIAGRAMMATIC. CONTRACTOR TO SUBMIT i I FULLY COORDINATED SHOP DRAWINGS FOR ENGINEERING REVIEW PER SPECIFICATIONS. B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK - - - - - - l - ,I SIZE UNLESS OTHERWISE NOTED. 721 NW 9TH Ave, Suite 350 CF - - ' ,_' - C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET Portland, Oregon 97209 I CONNECTION SIZES UNLESS OTHERWISE NOTED. T 206340 9500 F206 340 9519 I I f1 j - j D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN } h I I _ 1 SHEET METAL DOWNSTREAM OF ALL VAV BOXES 1 ' FOR 5' II ; 11 ;, E. PROVIDE BALANCE DAMPERS AS REQUIRED TO ALLOW THE SYSTEM TO BE FULLY BALANCED CIVIL ENGINEER & LANDSCAPE I ,h (WHETHER OR NOT DAMPERS ARE SHOWN ON PLANS). THIS INCLUDES BUT IS NOT LIMITED TO Cardna { T �.... .. _._ _ _.. __ _..- _._..._.. �_.._._...___ _..-_-_ ALL SUPPLY, RETURN, AND EXHAUST BRANGHES. 6720 SW Macadam Ave Suite 200, 11 I MATCHLINE. SEE 1 1_M2.17 I _ _ _ _ �p F. PROVIDE CABLE OPERATED DAMPERS WITH Portland, OR 97219 o 1 - ` R CONTROLLERS MOUNTED FLUSH IN CEILINGS T(503)-419-2500 ii — � � � i , i � � O — 4I � .rri.rM — — i — � 1 � � � : � � � � �..r .rr +�rnrr � � � � �r � r\ WHEN DUCTWORK DISTRIBUTION ROUTES j - ABOVE HARD-LID CEILINGS-SEE STRUCTURAL ENGINEER ARCHITECTURAL. G. PROVIDE ACCESS PANELS FOR INSTALLATION IN Catena Engineers WALLS AND CEILINGS, WHERE REQUIRED, TO 1500 NE Irving St., Suite 412 Portland, OR 97232 SERVICE DAMPERS, VALVES, SMOKE DETECTORS,AND OTHER CONCEALED T(503)-467-4980 ! MECHS SHALLANICAL BE TURNEDEQUIPMENT.OVER TOACCESGENERALPANELS MECHANICAL ELECTRICAL & I } I ria..1l {,1 j PLUMBING ENGINEER SA T - H. MECHANICAL CONTRACTOR TO DETERMINE Glumac - - - - - - RIGHT/LEFT HAND CONTROL ENCLOSURE, MOUNTING FOR VAV BOXES PRIOR TO 900 SW Fifth Ave., Suite 1600 --- -- --- PURCHASING. INDICATE INTENT IN SUBMITTAL. Portland, OR 97204 I I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH T(503)-227-5280 RUNSAND (1) ELBOW- NO EXCEPTIONS. THIS WILL BE ENFORCED. FOOD SERVICE CONSULTANT J. SEE DETAILS FOR ADDITIONAL INSTALLATION Webb Foodservice Design REQUIREMENTS NOT LISTED ON THIS DRAWING. 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 �P� ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 j Seattle,WA 98119 @B---\\ II i T 206 -378-0569 I COST CONSULTANT cr;-,11 Construction Focus 740 Almaden St. r 1 _-- _:--�_-- ell Eugene,OR 97402 T 541-686-2031 W � 1 z LI- I EXPIRES: 12/31/19 11 r PROFQ " 61M11 # �9 OSA ZONE I KEYED NOTES NO EXHAUST OR VE S —_\ M / c, OREGON ` / c'0 4f�17 3.' ,ltd sy(/A M. CI\CC? I CI SD - I j I l 0 1 0 I : 1 I I - � : I 0I - l I I I I I _ I - - - -- - - --- - - - - i - - - 0, .. ' A REVISIONS DATE 0 I I � N 1 : { N2 N1 s I. 411) , E2 fCO S2 1._.I SG i- -- I TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH 1 I1I 0 SCHOOL I 0 4 (,.. ,L6.,' ) MODERNIZATION I ASH - --- --- `- I - - - - - 9000 TIGA D, OR. 97224D JOB NO: 16992.00 ISSUE DATE: 06/19/2018 1 Jurisdiction Stamp Area I I unimmo mi, 41 •111.11111 OM MINIMMIO IIMP 411111111t II II il ONIMMP OM MO iMIMMI OM 4 , 1 , 10 IMI ID IMD ll IMo IM, 4IM OM ill MN' IIIMMIMIND amp ano imi ii imp il imi imo imp ii ani anummOr OM immOND (D) MATCHLINE: SEE 1 / M2.28 I I HVAC ROOF PLAN - I - - - - GIw AREAE 1 Cr) I �I PROJECT NORTH N TRUE V c—c � NORTH ' ROOF - FLOOR PLAN - HVAC- AREA Elgr w0M2 . 33 SCALE: 118" = 1'-O" 1/8" = 1'-0" ■ ■■■■■■■ 0 8'-0" 16'-0" 24'-0" 32'-0" 4 .,,_,4 1 �' bassett! 1 architects 721 NW 9TH Ave Suite 350 Portland, Oregon 97209 1 T (206) 340 9500 F (206) 340 9519 1 CIVIL ENGINEER & LANDSCAPE i Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 I STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St, Suite 412 1 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER I Glumac 900 SW Fifth Ave., Suite 1600 II Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT 11 Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 1 T(503)-236-8566 ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT _ __ Construction Focus 0 S,S3.24 1S - S IS6 -37 4138 O) �� Eugene, 740 Almaden \ ' T 6, OR 97402 � i, � T 541-686-2031 S91 (S 1 1)I ( I EXPIRES: �2 31/19 �D OF 19 . (--,0,7G I NE-76:7\1\1,, Y_,_... __ _..... ..,_._ _..-_ OREGON �O SA CSI — t = - _--= �� ■ �^� R I7AIR._ EVATOR MACHINE R.! ' ILO "C'4'0,4 �� (,4 11 I � , II \S B I -- — I i I ;I I I/ 1 j STORAGE lel SC i I 1 i / I i �/ I I — — I I I I / �� "=11::.= '' 9 Ili ,l • �� A�•�!r•�� ♦i��, +� �` a Woof , t S� l!• 1♦!•!♦♦♦♦♦ ♦ / Tnoo M4 Ii 1 1��♦��♦♦♦�♦�♦.410 its44 z2.� I • •••♦♦••♦♦•♦♦♦•♦� GIRLS LOCKERS 0 •...- I I ;+ ♦♦ "♦.♦♦�.♦♦♦I♦`♦!♦4, •♦.♦!• WON, I i SF 4-- -� '®e= !♦!i8444 * ' I c �_IeI 1II� .�♦♦♦!!!!�!!♦♦ .♦�, TEAM LOCK a I F[ H I �� ♦��♦�� S.��r MI4 _ TEAM Iw] Li aCIIER� {l 1 �� /1, [wow] WOOaJ I SH - I I I ,l 'W00" I 1E ' TAMt17 i'. TEAMi.00rCER - - _ _ M _ _ "� FU SFU t4.-z .. 1± ...ttiMil". , �� 'MIA. .r. sc'^ N _ — - 1W007B1 _marr Ill- FD I wma i I i 1 ,u LOB1tEitSr ' STAIR 01 I CO I I - i 11 - If007 I!7 PE TEACHERS ST0401 .____. 'W007A TEAK IrOCKER _... 1- SM � � "�F ;1: til _ *440*. * I I • 4,1,4) \NIUMINNhh. :II'..,4\ I 1 ', igt 1 1 ). ♦•*,�►♦♦♦!� 44+- 1►�!♦•N1110, II • It 14 .: ‘ ..._ /#\ REVISIONS DATE • . 1 4-1:00 / *". ;4., -- 4 , . - • ' ' _-' ' . ' , , . '. .' , , ', , .., .. A.:040 't,,-...40. -4431100*' 4 , 0°Iir dir • ' ''44:: yrr�rwriww�►�wi► w�lir ' 4.. i E2 ❖:❖:❖:❖:•• !:•:❖:❖:� 'SYSTEM LEGEND c ►•A•♦••♦A♦•••••♦•♦♦♦� 1.1\-1\/\ , ' / RTU-7 ,•�•••••�•••••,••• � � f x x x x x x x aq RTU-2 TIGARD TUALATIN SCHOOL DISTRICT _;0 4.•.._�•��*��•�•�❖41 I Ili l I I , l osu 111111. I i 1\ \ \ \ \ \ . \ IOSU-2 TIGARD HIGH 1..._ _ _ _ _ i }. I MUA-2 I/ / / / / / / / I MUA-3 NOT IN SCOPE SCHOL , ; „I , ,,i . . LI__________, , _ - MODERNIZATION 1 ', III S 111111 9000 SW DURHAM RD. TIGARD, OR.97224 JOB NO: 16992.00 ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area 0 LOWER LEVEL - FLOOR PLAN - SYSTEMS SCALE: 1132" = 1'-0" MECHANICAL w SYSTEMS LOWER CO LEVEL COMPOSITE PROJECT NORTH N TRUE /V c~c NORTH ea � C '. MZI . 11 1132 = 10EL • ■ ■ ■ m EN ■ ■ ■ ■ _ — , 0 32'-0" 64'-0" 96'-0" 128'-0" tiassetti architects SYSTEM LEGEND 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 rxxxxxxx )q MUA-1 T (206) 340 9500 F (206) 340 9519 \ I!II I I I I I I I I I I RTU-1 A1-A1c AA J RTU-3 4De I RTU-4 4 „NA N " I `, IRTU-5 I RTU-e CIVIL ENGINEER NGINEE R & LANDSCAPE CAPE Cardno 1 RTU-8 6720 SW Macadam Ave Suite 200,/ IL _ 9 / / / ' iR0 Portland,OR 97219 � / F i ri I ! .1TU-2 T(503)-419-2500 NOT IN SCOPE C fa 11/i ;:' 11041p STRUCTURAL ENGINEER � N6 Catena Engineers N D , ,, I ! 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SP — — TIGARD TUALATIN SCHOOL DISTRICT T r I in �mio i I ' 1 1 r 1 TIGARD HIGH I 1 I SCHOOL Q ` — 1-- — I — — - — - — 1 — — 1 1 I I tl j I I' 1 1 MODERNIZATION� 140 2 11 10 9 $ 8 7 $ 6 51409 1 1 1 • I1 I 1 Q 1 I II 1 I i I f I I • PRESCHOOL CHILD i EARLY 1 1 9000 SW DURHAM RD. j 1 i I 7O2 { >■ I 1 TIGARD, OR. 97224 • • 1 I -- .T— — f 1 I I I II I JOB NO: 16992.00 1 I 1 1 j I rim', ISSUE DATE: 06/19/2018 I � i 1 � _ i,..411.411111 T-T Jurisdiction Stamp Area / = 1 • -..,- _-= I 1 CHILD CARE 4/--- „--„, �\ .,---L., ,---L,-----. 704 I S 1 ' 82 S3 S4 S5) ( Sq) WI S8 ` S9 (5101511) (S12) (S 1 4) — -_— SCHOOL BASED I TM 5� BASED CENTER ~ CENTERT E72 1 E71 I CHILD CARE 706 MECHANICAL w SYSTEMS MAIN 0) LEVEL COMPOSITE MAIN FLOOR - FLOOR PLAN - SYSTEMS PROJECT NORTH N TRUE �/ ~ 0 SCALE: 1132" = 1'-o" 40‘ NORTH f4\ Ct = w MZI . 12 1132„ 1'-0” I- ME MI ■�■ N� •_ M 0 32'-0" 64'-0" 96'-0" 128'-0" ., . ____. bassett? architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 SYSTEM LEGEND .NA N 1 ii3CIVIL ENGINEER & LANDSCAPE I I RTU-1 Cardno C `:. ) NOT IN SCOPE 6720 SW Macadam Ave Suite 200, \ ,t / RC1 /'�' T(503) 92 50019 , / / C �N6 STRUCTURAL ENGINEER "� Catena Engineers ND N2 \- �� 1500 NE Irving St., Suite 412 GI . ittA, VN7 Portland, OR 97232 -� . /C4 T(503)467-4980 `- �. \sHop, \ CJ N8 MECHANICAL ELECTRICAL & � ,� �' - /' PLUMBING ENGINEER �, , '� • ir Glumac .-' •� + • •t, ►. `�� ' / CES 900 SW Fifth Ave., Suite 1600 a I�*hi.• j,.. :it:. mv•i• i � Portland, OR 97204 , •-. ,!- s �� ,. .. „.,. . .; ,... -• .•ANS* / / T(503)-227-5280 • "' -. �; "� l'§±1$67 � FOOD SERVICE CONSULTANT Nt: - / IN 111 �� Webb Foodservice Design ° \, .4. row ilikiiy4, -,' .,,, 4 -vow. / / / � N 1 1 3700 SE Lafayette Ct. � v, :,,.� :y Portland, OR 97202 / . % , N 1 0� �� T(503)-236-8566 �+tMt- ► . ACOUSTIC &AV CONSULTANT \ ' •Nior 41,4v N.. N. . . v I 1'- / / . 414/ ' /4,% NWAaTivt, ..;,. '� �►,��.. / The Greenbusch Group i '� �/• / 1900 W. Nickerson St., Suite 201 N ., yI `� .■gig.* ` ,��u � \ / Seattle, WA 98119 / \ *414: LTi__ ir A` •• T 206 378-0569 hp` _ , - ./� CA __.- IT !`� ,` �,/N `�, �/ COST CONSULTANT — 1 �-+ ' ..,%! Construction Focus B � ��! � -LiB� � �� 740 Almaden St. _ ii,_. i Eugene, OR 97402 _ T . . - I T 541-686-2031 _ \ •. �� I i I I I � rI- / � Ill i. I I \- 11 / \ / EXPIRES: 12/31/19 eimt fmt lio omP il -. aio Ili IMIND OM 41===n1 ( , \ .P 9(Cole....0.) , ,Prq„ ,-Pry, ,Ft°,, 1 �� f p y 1 I ��,, ° ° ' N o I E v�\ R 3Ak ti „\cam i I Sy�A M CA' 1al- I�, � ., � � ` w eon 1 lb .-Z- 1ff = •, __ _= -, = =- Im R Int 4 .1 MM. .1 1 ... R ..__. _ . , .. . _,, 1 1 le ,____ _ ___.: t • m 1- ,v_____Ir' ,. __ , _„_ ...__.1 + ..... 1 SSB - - } l I -77 \ ! I_ l— — — I P lilir I 1 . , 0 I \ 0 SDI CO SSE II — j L _LL0 — _ ! — _ I— k I — II I il ... .. 1 I 0'GO _ .. --- - I I I ,,i 1T I7111 , 1 — ` 1 , 0 + I CN- 0- 1 1 - - 0 - - - SG ' ' _ __________- __ 1 1 1 1 + I + I I 11 I _.._ \ 0 5 # REVISIONS DATE - -4I - - I4=0 114 =II 1•..� 4=11 . � � - _I I - 1=1IM44 I - D E \\ 11161/ IM lel I I I ! I I I + I I 1 @-.----1-'\/1 F i�� —.moi ...—.....,..r _. 1 I / - S1 El E2sN - 1l _ - SO ______6___ __.=_____,_ - _ 1I _ S2 I I I I I I ! I ! I f I I I I TIGARD TUALATIN SCHOOL DISTRICT _l__)=1 'EXTEHH4 -:, • III I1 1 � I 1 TIGARDHIGH _. - -_ -- . - : ) __ _ . . SCHOOL @. 1:-7.'3, 1— — I II l I I I1 I I I � � MODERNIZATION 140 1 10 9 8 -fl 6 5 4 Cap 1 I , I11 I'I 9000 SW DURHAM RD. I 1 1 I E TIGARD, OR. 97224 I I I I JOB NO: 16992.00 • � ! I 1 I I • � ISSUE DATE: 06/19/2018 - , Jurisdiction Stamp Area k S 1\ OD— S5) ( ,S6S7.18 *Si 01S1 1) (S 1 ZS 14) MECHANICAL UPPER LEVEL - FLOOR PLAN - SYSTEMS0 I--- SYSTEMS UPPER SCALE: 1132- ,' 0" u) SYSTEMS NORTH PROJECT NORTH N TRUE ' V ~ COMPOSITE oI� NORTH �,\ MZII4 1/32„ = 1 o 111_Ia. ■•••.•— 0 32'- 0" 64'- 0" 96'-0" 128'-0" N. q:'4': OFFICE , 4 SHEET NOTES ' i / . A105 `� I C c� A. CONTROLS CONTRACTOR SHALLL SUBMIT FINAL (50 CFM) 0 , \ ` PROPOSED LOCATION OF ALL SENSORS FOR ARCH. 711 \, REVIEW. baS196.111 VAULT , \ �\ N B- DIV 26 SHALL PROVIDE OCCUPANCY SENSORS WITH (50 CFM) �I A11 DB � ,r OFFICE _\ AUX. CONTACTS FOR DIV 23 USE. RESET architects �� // I A104 I �� \\` TEMPERATURES 2 DEGREES BELOW HEATING �C (50 CFM) �� ,\�� SETPOINT AND 2 DEGREES ABOVE COOLING SETPOINT (50 CFM) / #, •`-� , \�\, ` WHEN SPACE IS NOT OCCUPIED FOR(15)MINUTES. (50 CFM) Nc BOOK KEEPER „� C. BAS CONTRACTOR SHALL PROVIDE CO2 AND 72 NW 9TH Ave Suite 350 (50 CFM) A110 fr/ i , PRINCIPAL \, A103 / TEMPERATURE SENSORS. MOUNT ALL SENSORS @ 46 Portland, Oregon 97209 A.F.F. PER TTSD STANDARDS. MOUNT SENSORS IS T (206) 340 9500 F (206) 340 9519 �' o CLEAN ORGANIZED ROW, 3"APART. / 4 . . I e, .` D. TS(TEMPERATURE SENSOR)-WALL PLATE WI NO '5a CFM} I I \�- OCCUPANT CONTROL ` .Q % O I �� C7 �N9 E. T(THERMOSTAT)- LED PANEL WITH USER ADJUSTABLE - N D ,�� / ,%°%'''''-4%b.. \� `� ABOVEINTE ANDB 0OW THE ZONE SETPOCK USER IINT TY 0 2 DEGREES AS CardnoCIVIL NGINEER & LANDSCAPE ` , \. © DETERMINED BY THE BAS. RESET TO BAS SETPOINT Niii ,, '-4% % ' 6720 SW Macadam Ave Suite 200, ,� 4 CONF EACH NIGHT. Portland, OR 97219 ELEVATOR MACHINE. . SO ` A102 f \`��: T(503)-419-2500 ROOM \ �\\ / 0 ASST. ,Aki i , �.\N114 I A112 •. • STRUCTURAL ENGINEER ELEV 0:17.7%.'1 :\ +/ r\ % I I �•Ip, Catena Engineers I EL 01- �\ I %.1„.�% 1 i O 1500 NE Irving St., Suite412 /- ♦ • \ r , ,, I -I I/ Portland, OR 97232 / • / T(503)-467-4980 �C2J / ` , , SROn /♦ vsti . , 1 ` / A101 1 ! MECHANICAL ELECTRICAL & I liFilif ,;�� Q` , PLUMBING ENGINEER �,. _�(50 CFM) j , , o Gkumac RECEPTION , .ICOOLERii/ �- \ � 900 SW Fifth Ave., Suite 1600 11 W108H I \ : /ATTENDANCE , • Portland, OR 97204 \ I ,I { A100 �.% \. \ \ / N1 1 T(503)-227-5280 NE \ / ' :� Q I I \ FOOD SERVICE CONSULTANT I , ,. �� = \ i I, \ ;� 0 Webb Foodservice Design �.', / -.• WAITING I.. \ 3700 SE Lafayette Ct. ' I A100A7 , ; �' / Portland, OR 97202 • _1 T(503)-236-8566 1 i '' ^ ---"•---1_, ) /, ti, ACOUSTIC &AV CONSULTANT (1 CFM) ' i ��Vii ---, ,'' , �\ \ The Greenbusch Group 411 \ 1900 W. Nickerson St., Suite 201 iCA �.lminilll . !!! !ori .1/a....r!!!! !lllll+� I / �d ° : Seattle,WA _ - - I� - / ' ' r,. �- �. T 206-378-0569 11 !IM!!! !!lll�li llll/Ill llllllll!! �. • I� W105A I `� / �� i fi� COST CONSULTANT 1 1 �;: r �. ENTRY VEST. % Construction FOCUS I 1 1ii / . 1I �I i \ ,,,) r T 541-686-2031 -- - 11 Si \ \ S AIR 01 .* I� , 01-1 I 1 CB _ -- - CB N- - - - - T ; - - _ - _ - T — — — — — — — -- — — — 1 \ , NBEXPIRES: 12/31/19 1it,/ 1 , i // III LEARNING STAIR T I II! . C8 It' (90_„,i0 I0/ ..;-:,\,-„ 1 N c 4. /._ , I ' / I - -�- ._W03C ! '.� �` I I \ T �� OREGON o I AoBBY /►.; / � � ��ti � 1 11 R'tst I / 11 1 / ' .. / , , M. -- — IRVING I 1 -,....,17—I ,/ 108A 1 1 ..!!!!!!!!!!l../..l/NO MP OM .!!!! , II �.01�!!!!!' 1 -- ,. I MO 41•11•11•1if lll / .._ 41111 I I wvORK RON/i{ (AVERAGE SENSORS) I'1IIOlt E112 I I .a I ..!!!l 1 Ii /- - 0 CC ci II - � � / 1 1 - j , II 1 , ^i COUNSELING 17, 1 / I E101 / I: I STUDENT RECORDS 1 • . II I I I �_ E111 1 L!!ll! .......... I 1 ' - �� ,v IMOD!!! 16,.........al I...,_. ' / / . ---j-1 mem, imb 0111111111M. IIIND 1 1 1 i I 0o , 1 ''''''''. 4 / 1 I ' CONF. ; ALTERNATE: (NATURAL VENTILATION MODE) COMMONS I ' I I, E110 _/-@ _ W105 111 I 4 WAITING / ,. I _ E101A � C CD ..!!!!!!!7 11 11 , - , I I II III O I1 mommiell ill OD MIL I 1 1 1 1 � 51 j1,.!• rFLEX OFFICE # REVISIONS DATE '� • I i 1 I E109 I II I j IMOD swims. II. _ I rl 1 rl�....i1 MIMI : 1 /N.:::-- 1tr______ N .,,,__ 1 I ELEC • I Si II OFFICE II W107 1 1 OFFICE II II •L E102 I I I N 11 , I 1 E,p8 i� ,11; I0 t 1 11 i , , , I II ,1 1 (AVERAGE SENSORS) I ill ' 1I , I � �I I N 1 I I 1 E 1 STOR. `'" 1 W102A I 1 1 L'J OFFICE E2 SCE 1 I� - SCE IMOD! - - 1 I I OFFICE I 'I � E103 I 1 . II ��" I I I II i o , S2 1 II I I 11 I I 11 I1 1 GRAB-N- 1 i I -___.. ISI I Hi,/ 061 1' I 1 IICORRI I 1 TIGARD TUALATIN SCHOOL DISTRICT " ' 1 OFFICE I I I I E1018 - OFFICE 1 • 1 E106 I I E104 ' I', I 1 1 1 I I II / TIGARD HIGH ---__-- � 11,no mapimmew 4•1 m J 1 1 IL!!!!� Ji.!!!!!r r , !_!!!!IMOD! r...!_! !!!/_llI scHooL 1 I I • w 1 III o� 1 =',-�-� III r MODERNIZATION I .1 CORR Sr . :. I wioic BOYS ;3, I 1 I I W 101 A I _.___.____ I I W 103 1 II 1 1 1 i- 1 I — -i (100 CFM) 1 I -- ---- E'"""'.' CF k-- I I C� - -- - - - �.I I I 9000 SW DURHAM RD. i - _ 5 , TIGARD, OR. 97224 \ / (100 CFM ' I - CAREER CENTER -- ) I I ti I JOB NO: 16992.00 I _� fI iI I I E105 I ISSUE DATE: 06/19/2018 GIRLS I ALTERNATE:NATURAL VENTILATION GREEN I Jurisdiction Stamp Area I • , � --__ W104 I LIGHTIRED LIGHT OVERRIDE BUTTON I I I aningiaminimaammume 1 I ___1 - I 1 - ALTERNATE:NATURAL VENTILATION GREEN 1 1 LIGHT/RED FEATURE LIGHT-BAS TO COMMUNICATE WITH !!� Il LOCAL LIGHTING CONTROL SYSTEM TO CONTROL LIGHT. SEE - f _ R— �.! 1 - 1 ..�lllllllll/l! �_ ___ LIGHTING PLANS FOR LIGHT DESIGN. - - - LMOP 41111111111.1111 !!� ..41111Li .i . il am. imimmo , . imms ii di 4 , 4m NM II. IMP III IMO 11=11111 imi aiii. tp il . 1 . I AM IMIll 4=11 IIIIIMIA 1101/111.Illidnal.alidinallOMM 4IM IMAM 4.11/fill 4M1 INIIP 11 111--!IMOD 1 I I ! I 5 CORRIDOR II I I I r E100A I 01) M5.01 1 I 1 1 I I I 1 I •1. - I 1.00c I `!l/ter.!!! M!!/!!!!!!�!!!!!!!!!!!!!!!!!!r I _- ---- - '.L �_-- : - - _ f_V _ __ ___ _ _ � I I MECHANICAL MAIN SA - I I .1 mommiffIrsiis -in LEVEL AREA N1 rD a , i 1 4/ 1— I I a�, I I ELEVATOR I LLI - - CO W100 LOBBY .., - _ .. fi3s�s ]t. z I I �I W03B ; II 1 W 101 I I !� _ ' p i t - - a= I I. PROJECT NORTH N TRUE -� , I I - �� NORTH I :�0 (± )4 El3 , �/ ipA ct —/ w MZ2 . 13 ,___ 1/8" = V-O" FLOOR PLAN - ZONING - AREA N1 WEST0 MAIN FLOOR - FLOOR PLAN - ZONING - ARE/it ■ ■ ■ ■ — — . . . . MO SCALE: 118" = 1'-0" SCALE. 118" = 1'-0" 0 8'-0" 16' 0" 24'-0" 32'- 0" N 1� SHEET NOTES / N3 / A. CONTROLS CONTRACTOR SHALLL SUBMIT FINAL bassetti PROPOSED LOCATION OF ALL SENSORS FOR ARCH. / REVIEW, B. DIV 26 SHALL PROVIDE OCCUPANCY SENSORS WITH architects AUX.CONTACTS FOR DIV 23 USE. RESET / TEMPERATURES 2 DEGREES BELOW HEATING SETPOINT AND 2 DEGREES ABOVE COOLING SETPOINT i 1WHEN SPACE IS NOT OCCUPIED FOR(15) MINUTES . 721 NW 9TH Ave Suite 350 C. BAS CONTRACTOR SHALL PROVIDE CO2 AND Portland, Oregon 97209 ^" / TEMPERATURE SENSORS. MOUNT ALL SENSORS @ 46M T (206) 340 9500 F (206) 340 9519 k .. /f A.F.F. PER TTSD STANDARDS. MOUNT SENSORS IS N4 CLEAN ORGANIZED ROW, 3"APART. / D. TS(TEMPERATURE SENSOR)-WALL PLATE WI NO 1 ' OCCUPANT CONTROL CIVIL ENGINEER & LANDSCAPE �/ ` `` E. T(THERMOSTAT)- LED PANEL WITH USER ADJUSTABLE f / I Cardno ` `` INTERFACE. LOCK USER ADJUSTABILITY TO 2 DEGREES 6720 SW Macadam /11.:.'1':-7/1, � I-` : S%Niot / ABOVE AND BELOW THE ZONE SETPOINT AS Portland OR 97219 Ave Suite 200, DETERMINED BY THE BAS. RESET TO BAS SETPOINT T(503)-419-2500 / EACH NIGHT. / /` �\i�i� , / '�\%� `� , �/! STRUCTURAL ENGINEER / `� `` `` `\ , `. / / / 500 NE Irving Catena Egi Engineers 412 / , /R 02 r }�.. / t4 / / .T02 r' `, / // Portland,(503)-467-4980 97232 i_ / - , .\ / / -� CD ♦ N6 ) MECHANICAL ELECTRICAL & ,✓ -�,�4%***** �, �;C \ / PLUMBING ENGINEER Glumac / '� / 900 SW Fifth Ave., Suite 1600 } 1 ` 1111 C2 C3 ' / Portland, OR 97204 / /� / T(503)-227-5280 i / / �! ' �ti FOOD SERVICE CONSULTANT � ♦ o M. �� '��.,� I I I Webb Foodservice Design El::: /'- ,, / Portland, OR 97202 ;' VEST '" % II / / / T(503)-236-8566 1D ,! ,� ACOUSTIC & AV CONSULTANT \ ,♦ II I I I ,/ / "�;, The Greenbusch Group / 1, CE2 ,, It �♦ / / 1900 W. Nickerson St., Suite 201 `/ i I N106 ♦, •,' " CLASSROOM I I / / Seattle,WA 98119 N105 ' -=\ T 206-378-0569 II cs --„ / ' ♦ I I I ,� I I N2 COST CONSULTANT ��' �� ; Construction Focus ` I101 11110-**,)%44b**411. . % i 740 Almaden St. �\ / I �� 0� e`0 I I %"� `.` // , / T 541686 2031402 I e.O ♦ II ♦ 'v'7 (50 CFM) '� ♦ � ilif..: / EXPIRES: 12/31/19 �'� , MEETING ' \.:..l,� , ♦ II CL4SSROOM \� rD PRO-I O /' • � 1 N107A f �i, -�\ ♦♦,� �/ N]04 / / - �`��a0 ' NE£�J/y. �! ♦ TOILET , `! ` ♦, 4 ® 90N107E �gab % ♦ `cam'` ` N1 7 F , ♦ ♦ } CE / g` ji--c4fIER -::� 0 B �♦ . , IDF , ♦, 00 % 77 '"��► cps - • \�\� ,♦ , N108 f ♦ ,♦ -, BK RM I Wgi2K s y�A M. C�� 4t,4.16-\ii ••,61"- • . ♦ O / ♦ ` /; A1os OFFICE �EACHING KITCHEN, �, /ip ,, ♦ .1 : ''''''''-'-'' ' % , , ''d�' O1A106. ,...'-.- Ill Y'r 446 \ ., N107C , I N107D I ti �, ♦ , ! ;'„ '� / y T''�44 �. \`- / I CORR ,, I , N�1.5 •. CORR.ELEC I N1d1B % jER EQMT , �''r TOILET .` I A100B I / OFFICE ' : ;y I N109 I :. ! N110C ,♦ NVP16 . 141t1 / i A105 ' •--.1 ,,\ �/ ♦, `� TOILET / <! ,� \ ♦, (50 CFM) , =rip MAIL II \ .._ ` TOILET i A109 / 4141141Nb. 4 � 0 ♦ �� N g VAULT / 4% ♦ Arf % ♦ (50 CFM)�` ., � A110B / NKLER RIS ♦ , � i/ \''... ♦ (50 CFM) N� . / - , I N110B 440 CFM) O / / ! / ♦` (50 CFM) , �%/ ♦ ♦ B,0OK K' PER I / �` . / ,:+\,�50 CFM) I ''� / � A110 t_ OFFICE ♦ ♦ / 11QA i , / / - - ;1 • N11I1 ♦ (50 CFM) / I GIRL 11' 4 N112lig � , -1 N Dk / / II CUSNT1O13DI 'L , / fCUSN1O10IAL( -, TOR MACA , , ROOM . ♦v,1 I N114 / • E ILEV 01 iiiimirrivirumr-MILIM. / DI-4Y STORAGE / /--'''-- • OFFICE I W108F` I a , /• oi/ At wlasc Tol� / REVISIONS DATE W1 ,3J / / / (50 CF r / ,7 ir �, \ ; FREEZER /. / C ER � / N 4/( 1 _VEST. R I W 3ZE A— . 1- he.. ;r 08H CO 7_ 1 ! . f.k.„,:. // 1 lU IIPS1 El • j t , O I (1 CFM) S2 -Nur is KITCHEN — - — — — — — ° — — 1.1 [ W108B - - - 1111M1•11•101114 8IrI TIGARD TUALATIN SCHOOL DISTRICT I '1 1 I 0,r, _._.._ ____.-._- _- . . ..,._---,.-__--ik.,__ ., _. , - .__. 111111.1•1116111111 V , _- ---f,.. ___________2.ii, - • ___••_.-.-. -• •.•_• -.__ . "- --.. •- -„.,:i_ 111r11 , TIGARD HIGH7 SCHOOL SE -- __ _� - W MODERNIZATION ._ •III! y Rs — — T I — �.-___ _ �� _.._ .__ 9000 SW DURHAM RD. _T_ _.__..._ -- ._ -__._ __ W._ — — . TIGARD, R 97224 1 i - ----- .., --_ R - _-- -- - - - --- -4- - 16992.00 — -.- ._-- _.-__ __ — ISSUE DATE 06119/2018 -fir =-- -_.._. - ._ _ �. _ �r _. -- -W.-_.._—.. ----_. <_-- -..--- __..._ Jurisdiction Stamp Area - — - 108A F.- _- n _ - 11 ill @-- it 1 . I MECHANICAL MAIN CIA LEVEL - AREA N2 • PROJECT NORTH N TRUE 4/ F- ' NORTH V 2 MP w MZ2 . 14 0MAIN FLOOR - FLOOR PLAN - ZONING - AREA N2 118�� = 1�-0�� Ci- SCALE: 118”= 1'-0" 0 8'-0" 16'-0" 24'-0" 32'-0" (Nf C4 ( C6 N8 �9� SHEET NOTES • _ NB � > \ �, I /" A. CONTROLS CONTRACTOR SHALLL SUBMIT FINAL > ��\ �\ / PROPOSED LOCATION OF ALL SENSORS FOR ARCH. REVIEW. assetti \ ��\1 . I I 1 / B. DIV 26 SHALL PROVIDE OCCUPANCY SENSORS WITH / 4 11- AUX. CONTACTS FOR DIV 23 USE. RESET architects TEMPERATURES 2 DEGREES BELOW HEATING l \ SETPOINT AND 2 DEGREES ABOVE COOLING SETPOINT �D a, A. > WHEN SPACE IS NOT OCCUPIED FOR(15) MINUTES . l \ ,, I I % C. BAS CONTRACTOR SHALL PROVIDE CO2 AND / n 721 NW 9TH Ave, Suite 350 C3 \ TEMPERATURE SENSORS. MOUNT ALL SENSORS @ 46 Portland, Oregon 97209 �' \ A.F.F. PER TTSD STANDARDS. MOUNT SENSORS IS 1 lir it '> CLEAN ORGANIZED ROW, -3'APART. T (206) 340 9500 F (206) 340 9519 (5o CFM) 6' \ ® . \ > . \ D. TS(TEMPERATURE SENSOR) WALL PLATE WINO { - I / OCCUPANT CONTROL R.: R., o �� / IN 1 1] E. T(THERMOSTAT)- LED PANEL WITH USER ADJUSTABLE NC • �_ \ J INTERFACE. LOCK USER ADJUSTABILITY TO 2 DEGREES CIVIL ENGINEER & LANDSCAPE (5C)CFM) r `�\ ABOVE AND BELOW THE ZONE SETPOINT AS Cardno• ' �� \ DETERMINED BY THE BAS. RESET TO BAS SETPOINT 6720 SW Macadam Ave Suite 200, ,/ , ' I I / \ % Portland, OR 97219 �' ' \ EACH NIGHT. A 1 r • At S� > I ' T(503)-419-2500 ,. ,.E0CFM) D IN •• Catena Engineers "` ,� ,, ',' ff'if \ "> >–� 1500 NE Irving St., Suite 412 > \ �` Portland, OR 97232 ,, ,, O �' ,\ T(503)-467-4980 4 -,,, k -, v \ ,'-, I • . ` ..,,... ' MECHANICAL ELECTRICAL & , . . .,_ PLUMBING ENGINEER . Glumac 1.***6"4 % , 4? ` / 900 SW Fifth Ave. Suite 1600 , `•, ,' a 4.,, , > > Portland. OR 97204 / ' 40 a 4, .` ► ,„. / 7(503) 227 5280 ,,, i rte, �J • • , 1� .�� / / FOOD SERVICE CONSULTANT• , / /r ,, !!' �' a 1`/ . , / Webb Foodservice Design Jj �; 3700 SE Lafayette Ct. ,,,.,, ,,,, 1/ \ %�� I p sil . k-; f2/ / iN 13) T503 Portland, O 856602 .„ 1 / 4 / , .. ,, "`...,..7 1 '4 N E • [; / ® ACOUSTIC & AV CONSULTANT ELEC ♦ �� i .._ , ..., ip. , / i ® The Greenbusch Group / y1 / " ,, ;/ , , f/ ®° \ 1900 W. Nickerson St., Suite 201 / j / / Seattle,WA 98119 ^spy 3 �� ,, ♦ . �I� ,, , / \ / �� / T 206-378-0569 NNN4...,,... tie O oo ,44 ;� l` � , , � � ' � \� __ I \ � COST CONSULTANT ' _ [.:1 �� ;� Construction Focus '.-.. , I I I , , \ ,, �� 740 Almaden St. 1. // — \ — �% ,4% . _ � ,. . \ \ Eugene, OR 97402 ...m.itaNi,,k./ /4/ 1- - T 541-686-2031 • 1 7 . . - , ---4 ---„,....,,,,,„ ,.._. / --„..,...„ ,.... ,„,/ . / . . . . _ 1 , \ `, / zJ \ / EXPIRES: 12/31/19 ( , ,... ,...i ,1 44 -..,f, ,.. * * - , . . „. / /d i .,..., / NA " ccvit- Ccn,)i-,.- - . - _ . - : - / ANt SERVERY \\ 1 \\ � • �/ / ~`•r O�Wf961 I V - / del e ; _ - / V / w J /,,:%-N / "o% R /1' p 0 �I C 1 / - , /f 4/04 M. 06-G T LEARNING STAIR _� ,, C8 / \ : I JJII _ ' , /I , • _ . ; I' HLL 1 I 1 1 1 1 \ 1 \ ::„,,,, � '/ I )7 • ' 1 \ In,,y if AI itlii7 `,. , I• .- • . '• -. - -.' -II 11.71.1.01MGDM4M1r/ . IMMIMOIMMIHED ' \k‘ A , o IILIf! I ti, j/7-,,,,,_„, ! f I / ---.. / ') / ///1 . [— i ` 1 I o - 0 • I I I (-.6 9) t — — — - — — — -- —k„...„ a — - , • • • • • __Q ___ :/ / _,,..,,,..,,,„. / , , „.., 1 • •• • •• , . I ,,,. ,, , I /, 1 ',,.' ( . • () 9 4• • • • (-_(;yg,) ,/ , -...--. // '' --,_, , .„ / / :, : / I / ,' , , - E •4 • • • • • • •40. 111 TI 1 1 i i ! . ! r ! �� ! i • • • • • • • �� , • • () • • Hli • • • • • • I I I1 • • • Q( • • r) QP--CcD , , CD -. • • • • • • •• • • • • • °\5- - - - I / # 'v REVISIONS DATE N 1: • • • • • I I *I • 1 N . ,, 1 • • Pe . • li. () () ( 41 • S1 E1 1 • • •• • • • • • , E2 - 1 • • I 111 • • ID• • • • • I1 S2 1 • •• •• •• •• •• •• •• •• •• L_____ TIGARD TUALATIN SCHOOL DISTRICT C - - - . - •��• •_ • •• _ �• •_ • •• •• - - --- - - I E — - - - I : p: • • • • :11: 1 TIGARD HIGH • • • • 1 I I SCHOOL • • • • •.. MODERNIZATION I •• • • • • • • ., II ,, , 1 40. • • • • • • • ! • • • • • / . 9000 TIGARD, OR. 0 OR. 97224 • • • • • • • • • I I JOB NO: 16992.00 lip • • • • • • • ISSUE DATE: 06119!2018 • • • • • • / • • • • • • • • • • Jurisdiction Stamp Area CF : ¢ • • :( . .... . r (...k .., • • :Ej: • .. . . . , .. . .. . ..,.. ., 0 • • • • • • • I ,. I / 1R� — — GM PMP Ppl, GM PMEMOP 11 _1r . _ _ ___ _ __ _ __ imp a!! ,!. ! ii ! iliii ! I!! i! illMi MOO 11 ii PP IMP. i IM PPO MII PEP PP monlIMISI AM MECHANICAL Alk 1— UPPER LEVEL - I CDRRiDOR ' A LfRO M5.01 I 1 co AREA NI CH I � 1 / 1 N I- PROJECT NORTH TRUE ' V � NORTH I 14 13 12 10 W Mr ct MZ2 . 15 118„ = 1 -0 Ci- 1 ) UPPER LEVEL - FLOOR PLAN - ZONING - AREA Ni ■■■■■■■■ N= M■■�� SCALE: 118” = 1-0" " 0 8 -l) 1fi -0 24'-0 32 -0 ii) SHEET NOTES / A. CONTROLS CONTRACTOR SHALLL SUBMIT FINAL PROPOSED LOCATION OF ALL SENSORS FOR ARCH. rise ' REVIEW. if ? B. DIV 26 SHALL PROVIDE OCCUPANCY SENSORS WITH architects /� : ' ''...*/'''N/ ` AUX. CONTACTS FOR DIV 23 USE. RESET TEMPERATURES 2 DEGREES BELOW HEATING / SETPOINT AND 2 DEGREES ABOVE COOLING SETPOINT WHEN SPACE IS NOT OCCUPIED FOR(15) MINUTES . 721 NW 9TH Ave, Suite 350 C. BAS CONTRACTOR SHALL PROVIDE CO2 AND,� N4 TEMPERATURE SENSORS. MOUNT ALL SENSORS @ 46" Portland, Oregon 97209 / T (206) 340 9500 F (206) 340 9519 � A.F.F. PER TTSD STANDARDS. MOUNT SENSORS IS \ 1111.1111:%*:// / / CLEAN ORGANIZED ROW,-3"APART, / / ''' D. TS(TEMPERATURE SENSOR)-WALL PLATE W/NO i \ / , /.� OCCUPANT CONTROL CIVIL ENGINEER & LANDSCAPE // / �� ' E. T{THERMOSTAT) LED PANEL WITH USERT ADJUSTABLE 7 _ '' INTERFACE. LOCK USERP ADJUSTABILITY O 2 DEGREES Cardno / �� / o ��` ABOVE AND BELOW THE ZONE SETPOINT AS • 6720 SW Macadam Ave Suite 200, \ `,�` DETERMINED BY THE BAS. RESET TO BAS SETPOINT T(503)-419-2500 18 / �; �\` � EACH NIGHT. \ / , if \ N5 STRUCTURAL ENGINEER %, Ig iZj i; `� / KEYED NOTES ® Catena Engineers / ''' 1. i' ► / 1500 NE Irving St., Suite 412 ,� 7' > �: (9--.-Fl- CN6 ' Portland, OR 97232 / 1 3 \ . / T(503)467 4980 ♦ N2 ♦ `, / / , �: 1> ./ I / \______ MECHANICAL ELECTRICAL & �' > i / ��, i r �� PLUMBING ENGINEER / Giumac / ♦ �,, I�� / 900 SW Fifth Ave., Suite 1600' , I Portland, OR 97204 / • ♦ �, a A�i� / / / T(503)-227-5280 _. % %♦ / . dir 3mpt > \ / / FOOD SERVICE CONSULTANT o: ,♦-.. ///' i ' we % •♦ ♦♦ / \ Webb Foodservice Design ` , F1Ex,Mrc ♦ ♦ ♦ /` , ,\ /!C- Portland, OR 97202 \/ - 3700 5E Lafayette Ct. �, , 2090, ,4; ♦ ♦ ♦ , F �' > / / T(503)-236-8566 ,,, / • te 40 `�♦ O ,► \ ti.....*� , / ACOUSTIC & AV CONSULTANT �0 1 •♦ • I �� I = I // The Greenbusch Group / 5 ♦ ; �, `+ i� >��` \ 1900 W. Nickerson St., Suite 201 �� . Seattle,WA / \ / , `,♦ilb 5%' Sp741116` ♦ a 1 ,,,,,. / ' \/:<)94::..7,q,,,:i.t .„.,:i.--.... / T 206 378-069119 '4.4114111411;116141 �' • j7CR ), , ♦ \♦ ► ; I " '.' ,.. I ;' % / COST CONSULTANT 4., ��J/ \♦ \ •;� •♦ / Construction Focus �- •♦�� ♦ ♦ 740 Almaden St. \ 4/ 4/ ♦ ♦ AlbAIIP Eugene, OR 97402i.te//1 �`v ///: ♦ , �; / T541 6$6 2031gita .11) , ---..y / � S \ 00 • ,; /\ , A�„ EXPIRES: 12/31/19 \ .,�<.. -4- qt- 4 0* lit illii --— .--. • ♦ 1 ! Aw \\ `fes/ #411,::I \� ic\"i. ��G 1 NFA, 01; -b... 4474,7,, 411PP111110 . / ' qk IP. _46., A,...... ,--, , .,.. , //i- w oREcori � moo ', 3��' ,�\� _ �i t , ! ♦/ ♦ `♦ , I WilipPANIt I c>xssRaoN �� S R G i clairP) ,,, .40.- �� ♦ ♦ p. �% �, 4 ,� ,4%,..,.. / ti�q lul. GAF. I / Sill00 I 'cr'''o / ill'i;ZS'N'W.,1,,z„: /41k/ ,,,V 45°11 'N•. , ° 4 i/ .-,--, \ c--,/.,fik.,, _fir.4-_-_:,.. ,. - , ♦ . kfit, --)a. , • 0 j„,,„, it: /...„h:, / A 4: I 0/ Ait...., 1!,•1' .. 110.' AllfAio * Irk '''''',... .1---/ % a, 1 / %.4k / % / . 7 ' //)':' i , -,,..-/ - 1.11 . '' /(-",., ' 1 / a '' -''1'' .- *VS-- ,Nr• ...„NNI, ...... ot t - -bp o/ 1 �/ .... 4%, /47 / 1 / .. ' / ♦ • • /l, • 4. CORR -.lir .."*. , '-' a*/ f4, lot c 146----/,:7•0„... ..,.,ire::/' 11, / if if. ,..-- •", ///°/, 2 dp . -.. t i''',,N- 't , , I _,, , Alltill .. if.A--.) 'N' r N' CFM) ii♦ M -,, I ,.._Wiiik 40:. 11.• „, Ii. 11 /*- % ' 7",...., • i N., �,'- A --.„.4 i gab 4 '. - 04iii j // 5 4 ,( 2,--. ° 0 CFM) * , / *'% •01 -UV*. i/al • • ///4; IN21 j ,.! �' 0 'illp �% 50 CFM4r/ W • , r 1 -...,. 4// i 4 ., ' i / 1\ 4.0 FD • r / N D • joy/f'• / Si.. i / . • —0v 'N14 <-4 e . Viti%%4%. rs', , OP 1fir ' 93.' % 4114* ' i , / FD f N2t9 , f % Nil VEST. / l , NI 12)15 , '/ `\ / I.,� r 5 / rN21i \ mow �\\ 5 # REVISIONS DATE / i ' .1/4-. JP i - ® / , _______. ...,.. ,� / ELEC . / p �` ' ��V i N219 / �_ _ralN' \ \ : ....N.- 11111...N..„Nilledill...fil S1 E1 • E2 @-___P ---- _E, / - - --4, - - --- --- -- - \ ------- ,, / S2 L TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH I � SERVEKr I w105 I a ' C6* - \ __ SCHOOL \ MODERNIZATION 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area nCC\ II , I/ MECHANICAL F— UPPER LEVEL - LLJ v AREA N2 PROJECT NORTH N TRUE ~ 0UPPER LEVEL - FLOOR PLAN - ZONING - AREA N2 4.I NORTH i�� SCALE: 118" = 1'-0" '. .1132" = 1'-0" ct F\/1Z2 . 16 ■••• 0 32'-0" 64'-0" 96'-0" 128'-0" SHEET NOTES tti I A. CONTROLS CONTRACTOR SHALLL SUBMIT FINAL asse PROPOSED LOCATION OF ALL SENSORS FOR ARCH. architects REVIEW. B. DIV 26 SHALL PROVIDE OCCUPANCY SENSORS WITH AUX. CONTACTS FOR DIV 23 USE. RESET TEMPERATURES 2 DEGREES BELOW HEATING 721 NW 9TH Ave, Suite 350 SETPOINT AND 2 DEGREES ABOVE COOLING SETPOINT Portland, Oregon 97209 WHEN SPACE IS NOT OCCUPIED FOR(15) MINUTES . T {206} 340 9500 F (206) 340 9519 . C. BAS CONTRACTOR SHALL PROVIDE CO2 AND TEMPERATURE SENSORS. MOUNT ALL SENSORS @ 46" A.F.F. PER TTSD STANDARDS. MOUNT SENSORS IS / ` �� D. TS(TEMPERATURN E SENSOR)S O SOR) WALL PLATE WINO � � � � CIVIL ENGINEER & LANDSCAPE S20 S3.2 S4 S5 S6 S7 S7. 1 (p8) S9 + 9.2 SS-10) Cardno Gil OCCUPANT CONTROL l ` } �� E. T(THERMOSTAT) LED PANEL WITH USER ADJUSTABLE 6720 SW Macadam Ave Suite 200, INTERFACE. LOCK USER ADJUSTABILITY TO 2 DEGREES Portland, OR 97219 /� ABOVE AND BELOW THE ZONE SETPOINT AS T(503) 19 2500 i ! I r I I 1 I 1 I DETERMINED BY THE BAS. RESET TO BAS SETPOINT EACH NIGHT. STRUCTURAL ENGINEER 1500Catena NE Irving St.,Engineers Suite 412 j I I ! Portland, OR 97232 I I I I I 11 1 I I T(503)-467-4980 1 • I MECHANICAL ELECTRICAL & I PLUMBING ENGINEER Glumac I I I i I i I 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 i I T(503)-227-5280 =..l. — . . IM. ,NMP1 1h i — � � � �. �.. — ,..I.. MP . .. .D — I — — . ..� � .. ...�� — ... �� .. .I.MI �. . ... ....�.. — I. WMM.�... ... � � � � I1 � 41I, .� .. �, �.. � O � — � WM41 — � � — il � IP � � i. — � FOOD SERVICE CONSULTANT 1 7Webb Foodservice Design 1 i ° 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 I 1I I I i I I ACOUSTIC &AV CONSULTANT he - - - - - - - _ - - - - - I _-- _ - I I c T900 W. Nickerson St., 5uoe 01 I `� Seattle,WA 98119 i c I I 1 ' T 206-378-0569 i i I 1 57AIR SI ` E A70R I 1 rs � ELECTRICALtlJEVAThRMllCHlMEJ COST CONSULTANT 1 I II ! I—w«� EN 9_ ] Construction Focus 11 ' 740 Almaden St. I , Eugene, OR 97402 I.! ... a _ _ � 1 I T541-686 2031 R 1 - i 1 EXPIRES: 12/31/19 i III ! o PROs 1 (-"*., GINS 1!/b 1 _ii;=,.-, 9a - - r I I I Liiii� IOFFlC 0 • o VO�` "cr[ J,19 `L\'J r�i�� ' W�� w� sy�� M. G�`F'G I 1;1 .. 1 11 I I 1 Pi STORAGE woou I Si 1 I 11I 1 II • I I Si 1 1 iii. 0 I Ir----ap 4,1_5_2p00> 1 11 IL...... I M5.02 111111 •�—�� —�--, SI I IIIIMIND1 I (1000 CFM) ? I -- 1 I PE TEACHERS A ` 1 MIO ISR TOILET 1 !... .. ..I ,waawiIfilC , I II 50 CFM) i • - m a: - - - �a� ------------------- --------- ------------- II(100 CFM)II `j — 1 1 SD _. - -- • I11 MI#041.1041.11.0 1 _ - - - - - - _-- -__ - _ SIIMOD MI MI MI IIMI I 1 i —T� II II II if II ff - y I, o, I. _- 11 •,, II 11 1 --� 4 , I fl l� — I - - I, - - - pI --c. , , . 11 11 1 1 - I II II 11 1 A\t REVISIONS DATE 11 1 I Is I 1f/' II _ • ' II - GIRLS LOCKERS II I •r I J `� • IV� � (AVERAGE ZONE SENSORS 11 II LO 11 1 1 N I N 1I 11 Il 1 :. I1 SI 11 1 Ill El 11 11 I 11 I E2 ISI IIT1- II- — — _ _ — — Ai1�GY11 S21FALL I II1 ii SF P' I 11 11 II f' Il i HI I.4 1 II II I TIGARD TUALATIN SCHOOL DISTRICT 11 11 I 1 HI , 1I II II 1 TIGARD HIGH Si II Il 1 I :: I iiIi (AVERAGE ZONE SENSORS) Ill..i —� GMiilii-1 I I I II( )II 1 I MODERNIZATION E. _ I 1/I 100 CFM i ,. .. II . 1 1 • II ..: ..: ,kF 11 1�L�JI I�_ li iii.i. II9000 SW DURHAM RD, :., !— — — — — — _ 1 — _- — 1CP TIGARD, R.97224 :, O ' rI ir--r -- 1 F ,, - JOB N 16992.00 d �: i, _- t ISSUE DATE 06/19/2018 I TEAM LACIER _ ,-,o Jurisdiction Stamp Area.. + — —.....__ _i' --`�� .�_.._. __.-_.. —_.,_–. _.__— 1 is .— _ 6, - .. i1 �' 1II I I -@. F... - --- �WW - - I -_- - - - _ _ - 1 1 n a r -_• _ -_ { --fit . - I TEAM LOOTER 17EM1 LOCKER .-_ j I I — - — - - �iiiii�ii� �iiiiii iiiiii ii-------- — --=i iiilii---il—i ii--1—i-- - - 1� II , I II SII i -1 -I , . I I. UNIFORM STORAGE (100 CFM) Ir 1 ..i aell ! II woos II 1 H _ _ �_.. --� -- _ - 1.41.411all OM Ili IND IND INI IND MI IND IMP MD IM INIIIM IMI IMO IMI IMO OD MECHANICAL • I— LOWER LEVEL — TEAM LOCKER I W WUG VJ AREA S1 IS ISSo a — a — s soos s 41INi a iSo on smsi a — s 4. a 10 a deo a — s — ITI a — a — a -ESNIO a a �. I a a — s — a 11111111 a alai. a amp a ippilime a IIMPIP a — a I♦ a — s..•4 G 4 . ' 'c PROJECT NORTH N TRUE ' V I �� NORTH i 4 2 �r • WMZ2 .23 LOWER LEVEL - FLOOR PLAN - ZONING - AREA SI �'$" - �'-O" €11SCALE: 118" = 1'-0" ■•■•■ ■ 0 8'- 0" 16'-0" 24' 0" 32' 0" SHEET NOTES A. CONTROLS CONTRACTOR SHALLL SUBMIT FINAL PROPOSED LOCATION OF ALL SENSORS FOR ARCH. REVIEW. bassetti I B. DIV 26 SHALL PROVIDE OCCUPANCY SENSORS WITH AUX. CONTACTS FOR DIV 23 USE. RESET architects TEMPERATURES 2 DEGREES BELOW HEATING a © SETPOINT AND 2 DEGREES ABOVE COOLING SETPOINT • WHEN SPACE IS NOT OCCUPIED FOR{15) MINUTES . M5.02 C. BAS CONTRACTOR SHALL PROVIDE CO2 AND 721 NW 9TH Ave, Suite 350 . I I I TEMPERATURE SENSORS. MOUNT ALL SENSORS @ 46" T IwoTEAM LOCKER iAM LOC�R A.F.F. PER TTSD STANDARDS. MOUNT SENSORS IS Portland, Oregon 97209 i CLEAN ORGANIZED ROW, --3"APART. T (206) 340 9500 F (206) 340 9519 D. TS(TEMPERATURE SENSOR)-WALL PLATE W/NO OCCUPANT CONTROL _ L E. T(THERMOSTAT)-LED PANEL WITH USER ADJUSTABLE II 1� till ; INTERFACE. LOCK:USER ADJUSTABILITY TO 2 DEGREES CIVIL ENGINEER & LANDSCAPE . 1 1 UNIFORMSSW00GTORAGE (100 CFM N ABOVE AND BELCO THE ZONE SETPOINT AS Cardno ' 1 ' I DETERMINED BY " 1E BAS. RESET TO BAS SETPOINT 6720 SW Macadam Ave Suite 200, 1 , ' l . . II Portland, OR 97219 EACH NIGHT. i : —:r...� _ . 11 1 T(503)-419-2500 a. . i i 1 Cirri ri 1 I 1 I '"'. NMII s�iIII � MINIMS � £ _,=� 1 1 I riiiiiiiiiiiiiiiiiiiiiii� STRUCTURAL ENGINEER iiii l I I l • 1 Catena Engineers 1 H H : AM 1 1 1 ilrn.nill:M"I"Mtai".".1MriM#11j1lP:1".: 9 STAIR 71 I I I I I I l TE LOCKER 1 1500 NE Irvin St., Suite 492 T 503 467980 I I I I l xT Ikvao7Gf ii L 1 so ) I Portla)d, OR 97232 sTST !+ I l l l l l Na>•llreeer � ONOO � � e7l� el• � el• � 4e1-1 el• � � � . •. � � e7P1� e7, 4Ie7IeI� � i • MOO � foforre�ID r e» I! e» GM � � � � Hit ! 4!. e» 44 ! � 1 � IMID it SIMI I I [ I FI7sHwRI1rroWCI � '�^ `'alt — �- — y woo�F: n7 ;rt Fp r i �� yeti s i i +1�� IN , MECHANICAL ELECTRICAL & l {- � � . it - /_4 1 1111--.r' 1 PLUMBI G ENGINEER 1 �. = 1 miiiiiii iiiiiiiiiiiii� ... 11 _ — _ • �__ Glumac..� L k. viii iiiii ' iiiiiiiii� • LAR o � � _� �---� -� _� �_ � � � - � �- � , 1 ;, � - 900 SW Fifth Ave., Suite 1600 1 II Portland, OR 97204 il i - I 1 N -= 1S 1 I1 T(503)-227-5280 ISI ;', — r Fn 1 • 3N FOOD SERVICE CONSULTANT •. 1 + I,� 11 11 1 0e 11 I 1 tpi,:limmilm., Webb Foodservice Design L1S L I 1 = 11 --- �- E Lafayette Ct. 1 1 BOYS LOCKERS Portland, OR 97202 �T II w0071 11 - 11 T(503)-236-8566 1 1 11 ' ST04-01 I . r ACOUSTIC & AV CONSULTANT . II= 11 -T 11The Greenbusch Group 1 1 11 WU07A 11 1 1 1 1 � 1900 W. Nickerson St., Suite 201 I SWITCH Seattle,WA 98119 AMLocK�R pro=Mi 1 1`MiiiIM, 1 FOR FAN/FILTER UNIT T 206-378-0569 S 1 l l IwOE"I i�ii� �� 1 KILN EXHAUST FAN I COST CONSULTANT 0 "' 1 1 LOCAL SWITCHES Construction Focus ► A1101 (100 CFM) `I' II, (100 CFM} I _ i�H (1) SWITCH FOR EACH 740 Almaden St. 1 , t;,-g SM — I - iii�ii ii iii iiiiiiiiiiiiiil ! LINDiiiiiiii FUME EXHAUST FAN &{1} Eugene, OR 97402 iii iiii�iiiii iii iiiiiiiiii i� i•iiiiiiii riii� i -i-l"iii -il�-1 iiiiiiiiiiii i SWITCH FOR HOOD HEAT T 541-686-2031 1 N SWITCH I S EXHAUST/MAKEUP AIR. 1 11 I OFFICE 1 0 LABEL ALL SWITCHES FOR FAN/FILTER UNIT [goozA -411t. — I 11 '1 � � '<� 11 1 EXPIRES: 12/31/19 1 oI I � N 0$ FllPRO I 1 1C I .: 1 11 111 ("A ��G , Nt� s ;' iii iiil�iiiiiiiiiiiiiii ii iiiiiiii�IMiii� 1 soca 1 N 11 I 9D l i iii �rfi ii �iii�riin 1 11 . � 11 11 L-T'I I 1 ii ! IIFI oe _. 111 1ifeE-5 � M 1 I , 1 f 1 I 11YTROOM 11 .1 11 00O 1 0 1 . fi Si-- � - f 11 `� ,_:.19. 1 1 1 . - BOItERROOM _...,L1, - iiiiii.i�iiiiiil iiiiiiiiii�_ SN I 11 - — W_ _ - - ��iiiiiiiiiiiiii li��iii�iii 4 `iiiii — — I L 1- 1 ... DRY 7EAIH ROOIe INDINHMIMD�.Lr 11 11won� _ 11 (100 CFM) I s (1001 CFM) 1 / 1 TRAr.'. .. _. I II 11 11 1 11 11 • 11 i 11 11 _ 1 i .� a 1 111•4111111rIBM IND . * •. ��i i iiiiiiiilli_ �� i,S0i — --- I NJ&iiiii�� ..- 1 1 1 1 1 i i 1 1 1 �� - _ . i ii iii ■ r r iii.iiiii 1N 1 1 1 ' 11 0 Il I 11 II 00 1 UTOSHO 1 I i 1 0 • . I 1 11 11 I ' I I • 11 11 ENGINEERING ' R 11 11 15* i 1 1 1 F ' N II 1 1 1 ,7 I :I IT I LASSR 1 M 11 11 1 5007 IN SeNo. Q • I _ 1 I iP 1 1 11 11 f - .— -D Il-L 1 11 11 11 ,J\ I 1 11 11 1 1 1 1� 11 11 I 0 I 1 11 11 11 ._ I I 1 ji . _ I 1 - 11 � 1` - 1 Ii ;0 I Iili I, LXTERIORSTOF / # \ REVISIONS DATE 1 I 11 1 11 /..'''' i , I I N S 9 9 2 '' {S 117 cS 121 0 1 N2 N1 , AUTO CLASSROOM v� . j h,�' 1 II Soa7A I 1 I ! ,, � _ 1 11S1 E1 1 11 �,_ LE2 Iiiiiiiiiiiiiiiiiiiiiiiii-iiiiiiiiiiiiiI iiiiiiiiIViiiiiNO ` .r. r 1 1 II =�====i===�, � U, I � 1 4 TIGARD TUALATIN SCHOOL DISTRICT sQ r - _ - - - - - 0iiii _ s 1 TIGARD HIGH 1 11I I SCHOOL 1 _ 11 STORAGE -•r_ 1 1 00 I ' MODERNIZATION 1 1 1 11 1 1 STORAGE 1 1 1 z o s.. 1 HEAVY MAKER11/ 9000 SW DURHAM RD. 1 1 SPACE S006TIGARD, OR. 97224 1 , ■ 1 JOB N0: 16992.00 1 I CI SWITCHES I 1 ISSUE DATE: 06/19/2018 FOR FAN/FILTER UNITS 1 1 1 • I Jurisdiction Stamp Area 1 11 C•� �, 1 1 II 1 1 I _LECTRICALLir +I I .2, l' , 11— 1- CLASSROOM CLASSROOM 1 111 I eie I 612 1 lit F' i Liiiii ii iiia Ill �� I " ��I i iiiiiiii� MECHANICAL '. LOWER LEVEL - w i 1 1 CD AREA S2 S3 S3.2 S4 S5 �S6� 7 S7. 1 S8 PROJECT NORTH I V TRUE 1— , S2–\ -� �_} � ' �� NORTH 111, \11 ct W MZ2 .24 118" = 1►_O" REA LOWER LEVEL FLOOR PLAN ZONING A S2 : SHEET NOTES A. CONTROLS CONTRACTOR SHALLL SUBMIT FINAL iit PROPOSED LOCATION OF ALL SENSORS FOR ARCH. rise tti I REVIEW. S2 S3 S3.2 S4 SrJ S6 �S7 S8 B. AUX CONTACTSOOR DVIDE OCCUPANCY 23 UPSE.0 ESENSORS WITH architects S TEMPERATURES 2 DEGREES BELOW HEATING j CORR SETPOINT AND 2 DEGREES ABOVE COOLING SETPOINT CORR '! I w1o1c I WHEN SPACE IS NOT OCCUPIED FOR(15) MINUTES . I W101A ! 1 C. BAS CONTRACTOR SHALL PROVIDE CO2 AND 721 NW 9TH Ave, Suite 350 (100 CFM) I TEMPERATURE SENSORS. MOUNT ALL SENSORS @ 46" Portland, Oregon 97209 �_ ---- _ _ A.F.F. ER TTSD STANDARDS MOUNT SENSORS IS 340 9500 F 340 9519 ____ . (206)T (206) - - - CLEAN ORGANIZED ROW, 3 APART _�,. _Y- __-y=._� ---- _ - - __ W. - - D. TS(TEMPERATURE SENSOR)-WALL PLATE WINO '----- (100 CFM) OCCUPANT CONTROL } -- - - E. ENGINEER & LANDSCAPE -u --- - INTERFACE. LOCK USER ADJUSTABILITY TO 2 DEGREES Cardno " (THERMOSTAT) LED PANEL WITH USER ADJUSTABLE CIVIL I - - -- - -_ _ _.- - - - - �:1 _ 6720 SW Macadam Ave Suite 200, I - - - -- F. S RESET- - BY THE BA E ET TO BAS SETPOINT Portland, OR 97219 ABOVE AND BELOW THE ZONE SETPOINT _..____._ __.._._.._ �_ ._-._- -_ - I EACH NIGHT. T(503)-419-2500 "1 I _______-.1..--,.._.. — ---�_ ---- -- _— --- _ -._ -. -- -: - _.1177 .-- - - - !-1.. 77.-----:::.==.-----,==.:77-.-..--.---... MI MI ENGINEER � i � IMA � � i � i � _ 4w � — — � � Ilia - ' t1 � 1,,. - Catena Engineers ..„4.: - !�►�!!!!!!i!!!!!!! ,.� - �!!!!!!!!!!!!!!!m !!!!!!!!!!! : 1500 NE Irving St., Suite 412 Portland, OR 97232 7 -1 A I 1 • I T(503)-467-4980 `! 01 I 1 MECHANICAL ELECTRICAL & I (100 CFM) (100 CFM) • (100 C PLUMBING ENGINEER i I Glumac I 1 !!!!! ! !!!!!!!!!!!!!!!!!!!!!!!SD!!!!!!i!! • �+�/� /► 900 SW Fifth Ave., Suite 1600 —.. — -- — _ �i �!!! iSA SP T i- --- Portland, OR 97204 �; �— � _ �� li — T(503)-227-5280 11 1111111111111111 1i I 1 IDF O is!!!!!!!!!!!!!!!!!!!!!!!!!!!� _ ` WENTR; w1o90 .. . I _ ELEr/ATOR, FOOD SERVICE CONSULTANT 1 1 TRICAL I 0 03B Webb Foodservice Design I wloo �o�n�, ;T., T I -- , 1 rtt�c7; I 1 1. - a- ''W001 I 1 ---i E j 'w l - - _ EL V 02 I 3700 SE Lafayette Ct. I I -'.� Portland, OR 97202 i mi----,1 .- ■�Wi�i E 02-2 / � ii E e. ro, -- I �- T(503)-236-8566 _ i I - '---- i f 1 CONCE=sslq' ELEC _,_, I { ACOUSTIC & AV CONSULTANT 7 I I W110 w10sc II 1 o i i 1_ 1 'i _r_ _- i' r N L� CUSTODIAL 1900 W. Nickerson St., Suite 201 The Greenbusch Group `_!. . I W109 1 ' Seattle,WA 98119 _ MEN 1 ' ' i T 206-378-0569 r 1 W115 I 1 i,.�NTRs I �. I' ��: �� / !!!!!!!!! ! _ COST CONSULTANT • Ialp !win imp mom m m an op OP 4M11•11111 OP Mk inmis 411.w alpil.O.S Construction Focus 1 i 1'j 1 740 Almaden St. _} STOR i SAFE/STO' 11r 1 I I 1 I OR 97402 F (10 M) .1 111D W111C I ' Tf LET TOILET = I I 1 T541n68620314 • -- _ .._ (10 M) w• — I W912A . !; W113A I l' I 1r I i, �I I I 1 WOMEN I I I I F 1 I I EXPIRES: 12/31/19 W1�16 i 11 AD OFFICE 0 1 1 CONF • I --L_ I I I. I _ I (-----,:cGiNk. �D PROf�ffi t ' I 1 I I STORAGE I I I HEALTH o � FT DyOACH LOCKER' !U11111B � jl W111 W112 I I 11 I W201 ( 1 D ! "EFEREE LOCKE- W114 I I I I W113 1 1 . I 1 I:� iii 11 � ryl � �� ^1 411.1•1111114111111 OD IMI MIMI IMI ar_. rlIil 1 11 I F I! 'o R 5 st- s. 11 I 11 �ILET 1 10 0 _ 1 � I j I y0A M. G��GI AD SUPPORT ' `�'��"' I HEALTH , . • Ir 1 1 1 .a I W111A I 1 I W201 I fi 1` (50 cFM) I M5.02 , � � I IM Ill Ir•• ! l li !� ! !!!!!! i ! !!!!!!!!!!mal!!! - ilMk ..IMIAM11115111111MINMIMMI, Nib GM ea MI,OD!MI 111111 MD 11M/MIAMI 111111-1•111M,IS 40 11111SCS SC • r 11 (50 CFM) (50 CFM) STAIR 07 I II STORAGE ▪5 CORR 11 ! CORR ST07-1 I ' I I W202A �� I▪ I O - ▪ --- -.- I W101D I 11 I W101C I 1 1' 0 ' _ , M5.02 It _ - --- - --.._-.-- --. - _ _-- __.___ •� i�eaop!!!!�!M!!r!!!!!!!!!!!!!!!!!!!!!M! - - - - ! !�!!!!M! I!!!. — r I T. I I 1 F _ 1 AVERAGE SENSORS .. " ) Ii I- - - _ }_ r I I I I 1 w Ir _- i 111-5 I ..I I Ii' If1 I Ar -- - _..: 11 I I " 1 I I I I I I 00 (AVERAGE SENSORS) I " — ., ►— 1 Il SSE SES I I1 _I__ 1 • --- I CORR I , CORR I 1 - I I .. .- W200 / I W200 I it I I III i I 1 ��, I I 1 I 1 II _ 1 I I I 1I 1 Iis I II 1 II AEROBICS I I , " l; 1 I'� I I I 1 I I X111202 I e . fI 1 I I II I 11 • I I ] h. I II I I I 11 - '� • WEIGHTS I I STOR l 1 I I I I 1 I W117 I !! i I ' W005A I 1 I I I /*\iI REVISIONS DATE lI I I I I I I I 11 i II w. — AUX GYM — — - — — — ' — — — — 1F SF I I x ---- / II — — — - — — — 1 W005 Al1 LU I 1 I I 1 1 I .. I I 11 I I I I I 11 N N1 1' I I I 1 " 1 1 I I 11 ' : I I I I1 1 IN E1 1 1 ; I I I i t 1 1 1 I I • E2 1 1 1 I , I II jI I i iII III 1 S2 I I � iI I TUALATIN is I I I 1 1 I TIGARD ULA IN SCHOOL DISTRICT 11 I i r I I 1 i• I 1 -- - I IF - - - - _ — — I — — — — I I I sG -_ — _ _ilI TIGARDHIGH 1r I Is / a s AVERAGESENSORS I 1 e s i I1 0 ( ) SCHOOL • o © I : II n i. i I II I � �� - - _ I M5.02 1 MODERNIZATION (AVERAGE SENSORS) �O 0 ` I - : r-r - I 1I __ . .— 11 I !,"� - ! _ – �_ y -_T _ `.:.._ r — - I — I . ..-� — I L!!!!!!!!!! _ . I 9000 SW DURHAM RD. - — - - - !!!!!�!!!!! " !� !!!!!!! !!!!!!!!!!!�� !!!!!!!!!!!!! !!! 1 r �_� 1 �� ITIGARD, OR. 97224 r , 74.111 1 h � 11111r1;Fa' �' 1 a i �� TOILET I I I TOILE • STOR. ..I JOB NO: 16992.00 CORR I I W203 ' W203 STAIR 10 I W202B I I V 1101E I 10� 1 '_ 11 I I f ' I ST10 2 I I �� I ISSUE DATE 06/19/2018 ,- 1 1 1 11 1 1 I -- .� d 1 j I Jurisdiction Stamp Area W110A I � � �__ I ss!!!!!!! !!!!!!!!!!�!!!!!!!!!!!!!!!!!OD!.!! ��IMlf • " i of r . . . !!!!�! I I l ', STORAGE II • ll EXTERIOR BALCONY ,� 0S208A I An I . �� , r �_ �. _ __.1 fa I! � to i i to to fa i i ! fa - f - Mi lk 11 Mi 41 ll - 11 ll ii 1 SS7. 1 S8 S9 9.2 S 1 0 I MAIN FLOOR - FLOOR PLAN - ZONING - AREA S10 UPPER AUX - FLOOR PLAN - MECHANICAL ZONING - AREA S1 MECHANICAL MAIN SCALE: 118"= 1'-0" SCALE: 118" = 1'-0" LEVEL AREA S -1 + UPPER LEVEL AREA koviPROJECT NORTH N TRUE lV ~CC S1 NORTH IP4400 w MZ2 .25 118" = 1'-0" CL ■ ■ ■ ■ — • ■ ■ ■ ■ 0 8'-0" 16'-0" 24'-0" 32'-0" .__. ..,_ Ak A. l M5.02 M5-02 bassetti • I I architects 1 I ii, 1 I ... I I; IP 1 DICEY 1 MEP WIPP WO.41=1, 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 1 I I 1 1 W203 I T (206) 340 9500 F (206) 340 9519 • Is I I5°' ! I . r' 11, I ,..., 1 111111•14•101•11111 . o _ _. - s L r z z _, ----- --- t - I,' - �l' !!! - ! !! - •- •- _ ,. , - _ _ _ !!!!!�! " _ ' ' "" - - ' _' �!! OM!! • �W. 11 I CIVIL ENGINEER & LANDSCAPE r T T T 7 7 ■ STORAGE 1 - - 1i Cardno • I S208A I i ' 6720 SW Macadam Ave Suite 200, EXTERIOR BALCONY I f ��I Portland, OR 97219 mi. Homo, 4 (AVAREAGE SENSORS} I "' MEN r1a I T(503)-419-2500 ir dm r imp ,s-a�a-� imrrrr- .irrrr- - • s- -- NM . �� • ��r mem= IIID ii .. Il GM MD Ir r II ' _ +• II MI IW204 ___ GM II=1 MD 1111111111111110 MO 111 IMP II 4MI II IMO 1 / II, IIP 411P iMi. ii _ ,, ; i Iiim. STRUCTURAL ENGINEER 1 �, Catena Engineers . .. — - .. (100 CFM) 1 Suite 412 1500 NE Irving St., Su • • 'I. ,, I Portland, OR 97232 o ! I T(503)-467-4980 • I WRESTLING WOMEN- 1 MECHANICAL ELECTRICAL & 11 CORRIDORI f I W2� S208 1 I I I . PLUMBING ENGINEER i I 1 S208A I Glumac � " � I i 900 SW Fifth Ave. Suite 1600 I E 119 — — — I — — — — — — — ► !!!! Portland, OR 97204 (AVAREAGE SENSORS)00 ` T(503)-227-5280 I. 3 ! I FOOD SERVICE CONSULTANT _ ' !!!! , — I ; I Webb Foodservice Design ( f I I' , 1 I I ; ; 1 i 1 IR 05 3700 SE Lafayette Ct. _. .�_-.t--:: ,C►4-2 TPortland, OR(503)-236-8566 02 I I.' _I -I 1 r Tr r 1 . I . , S210 I # I tl 1LH ' 1 1 1 I ; I' ' . ACOUSTIC & AV CONSULTANT S1 iii 1 ' 1 I i The Greenbusch Group I , I I - 1900 W. Nickerson St., Suite 201 I I I , , I I Seattle WA 98119 �!!!!!!!!!!!!!!!!!��!! __ !!!l! r r !!!��l. !! !! _fic �� _ ~ T 206-378-0569 SM -\-,. 01111110111MMEM4•10114MHISIMMINDEINIIIMMEM 1 ._ di; __ _. ,... _. __. • 41,.. ..._ COMPUTER GRAPE 1 IIMIIIMIMMIIIIMMIIMIIIIMIHIMMMIIMIIM 11 1 (100 CFM) PAINTING 1' I OFFICE COST CONSULTANT S207 N11 i II I 5201 I t 1 I SOO2A I 1 Construction Focus 11 1 1 II 740 Almaden St. 1 Eugene, OR 97402 1 11 I 11 11 T 541-686-2031 II II1 . ,„,. 1 1 , ,_,. �:: I JOURNALISM 1 VIDEO 1 ! E 12/31/19 1 !�!!!!! PRODUCTION CORK I EXPIRES: �._ �! seas I s2aoA J DRAWING ��-D PRQfEJ' O� I I I I S202 I � ��G I NF�/� 1 11 11 �� _I 11 1 so 1 11 i o • ! ORECON 1 • 0 1 I1 1 _ ,l /..!!! aSh,� �,G ,ors. --- — I — i — i. _. •11 !i! A !!!!!! !. !! !�!!!!!!!!!� A M. CH I 11 11 T. !!! !� �! W!!!!!! ! !! i� !!� `Q 1 •Q I 'i (100 CFM) (100 CFM) II I • I STUDIO RAMP I I .0 11 1 I I S200C I 1 f S206A I CORR 1 1 1 ''I ' x2008 I 1 _ IC SOI — — !!!!lJ.�`! � i� !!!!!!!!!! a• — !!!�!!!!l�llllll/hill I msi•� •� --__ � ►, Mw�a �� FLEX Ili t I 1 , IE 5100D IP E ; I OD SD I r!! 1 r!!� 1 • f it I ? j I II ! I • . i{ ! I ; I I I Q 1I Q I I o� 1 1 ! ! , I I ! I I i I 11 1 I j i ! I I E 1 I --- • • _ - _ ! I • II I I I 1 1 III 1 / i I ' I 11 1 i I: i, _ 1 , 1 I I I I ! I CLASSROOM I CLASSROOM I I COMPUTER SCIENCE II S205 I . . II I S204 I I 1 I I 5203 I I — I ,. — 1. I I i I I T - -=,1 ■ ,i • , ,_ _ I , i , , 1 i , _ II I I i ! I , •. , _ • n , n S9� �S 9.2 0) �S 1 1) �S 2) I At REVISIONS DATE •I I I I I IN N2 N1 I I ! I I I � IN- , ! J S1 El E2 I I # I I I I � S� t - _ - - - - - - ' _ IS 1 471111— 1_,---'---,---- I I ! I I TIGARD TUALATIN SCHOOL DISTRICT .,••, . TIGARD HIGH I I I I I SCHOOL MODERNIZATION I i I , I 9000 SW DURHAM RD. I I I I _J I TIGARD, OR. 97224 JOB NO: 16992.00 II ISSUE DATE; 06/19/2018 I I I I I I Jurisdiction Stamp Area I ' I I I I EII ■+Mir ■ _ In I II 1 , I V ' I MECHANICAL S3 S3.2 S4 S5 S6 S7 S7. 1 S8 _____/ w UPPER LEVEL - co AREA S2 N N ~ PROJECT NORTH TRUE NORTH V,\ M UPPER AUX - FLOOR PLAN - SOUTH ZONING - AREA S2 ‘1, ►� = w MZ2 .26 SCALE: 118" - 1'-0" 1/8"0 1,-0„ � 1 • • U MN ■ ■ ■ ■ I= 0 8'-0” 16'-0" 24'-0" 32'- 0" SHEET NOTES A. CONTROLS CONTRACTOR SHALLL SUBMIT FINAL .7.---...„ PROPOSED LOCATION OF ALL SENSORS FOR ARCH. t 407- ----, 7- --N. b • 10) (S 11) (S Y 4 (S 1 ( C6 C8� (_13 1 B. D VVIEW.26 SHALL PROVIDE OCCUPANCY SENSORS WITH asse 1T / � / �� AUX. CONTACTS FOR DIV 23 USE. RESET architects TEMPERATURES 2 DEGREES BELOW HEATING SETPOINT AND 2 DEGREES ABOVE COOLING SETPOINT I WHEN SPACE IS NOT OCCUPIED FOR(15) MINUTES . I C. BAS CONTRACTOR SHALL PROVIDE CO2 AND 721 NW 9TH Ave, Suite 350 el 1 i . TEMPERATURE SENSORS. MOUNT ALL SENSORS @ 46" -+ A.F.F. PER TTSD STANDARDS. MOUNT SENSORS IS Portland, Oregon 97209 1 CAREER CENTER 1 CLEAN ORGANIZED ROW, --3"APART. T (206) 340 9500 F (206) 340 9519 D. TS(TEMPERATURE SENSOR)-WALL PLATE WI NO I I I 1 1 E. T(THERMOSTAT)- LED PANEL WITH USER ADJUSTABLE 1 , INTERFACE. LOCK USER ADJUSTABILITY TO 2 DEGREES CIVIL ENGINEER & LANDSCAPE ABOVE AND BELOW THE ZONE SETPOINT AS Cardno i ALTERNATE: NATURAL VENTILATION GREEN I 1 I- DETERMINED BY THE BAS. RESET TO BAS SETPOINT 6720 SW Macadam Ave Suite 200, LIGHT/RED FEATURE LIGHT-BAS TO COMMUNICATE WITH _. EACH NIGHT. Portland, OR 97219 LOCAL LIGHTING CONTROL SYSTEM TO CONTROL LIGHT. SEE L T(503)-419-2500 LIGHTING PLANS FOR LIGHT DESIGN.' — — !l... .!!!!!!!�•_ 'ice - — R i '� STRUCTURAL ENGINEER 1 I 1' I ! I Catena Engineers 1 CORRIDOR 1 1500 NE Irving St, Suite 412 I 1 I E100A I I Portland, OR 97232 1 T(503)-467-4980 I I I I MECHANICAL ELECTRICAL & (111814 — �!!!�a• !!!!!!!�!! !M�!!!!!!!�!�!!!!!� •-J ______=1 PLUMBING ENGINEER I I I, 1 - _Dw'' _ _ I SA1 ---- � __: — I ;;1 - � -� _ -_ ..._ � -- Q W Fifth Ave., Suite 16DD Glumac _...� 90D S S E ` r- - STUDENT 5T( '2 11111+- Portland, OR 97204 E113A ' T(503)-227-5280 I _____ -._ I FOOD SERVICE CONSULTANT ' , Webb Foodservice Design 3700 SE Lafayette C . I 0 0 o r'. .O , I Portland, OR 972021 i T(503)-236-8566 —I i i ---I I Y _ — ( �P� ACOUSTIC &AV CONSULTANT 1 �� The Greenbusch Group 1 1 I I 1900 W. Nickerson St., Suite 201 I l BUSINESS CLASSROOMSeattle,WA r 1 .E113 I Ii T 206-378-0569 119 I iI SB - I COST CONSULTANT II Construction Focus I 740 Almaden St. Eugene, OR 97402 I _ 1a—i- f — - N T 541-686-2031 I II 1 EXPIRES: PROF/,9 i 1 CORR (i-,i �,„G t NEF�/�� II , E100 90 CIVL �c. OREGON O IIMI IIM MP MI MI OD"I , syV NF,G C SC - — 1 ,, 00 i 1 1 1. III STORAGE I 1 II 6 I r W202A 4 If I i 8 1111 SD : I I I BUSINESS CLASSROOM 1 E114 I 1 1 - - !!' 1 ' I I GI SSE — I I o , =!!!!!!!!!!!!!!� 1 -O I I / I 1. ' 0 I BUSINESS CLASSROOM 1 I I E115 - 1 II I I 1 ., l. ' CIO j\t REVISIONS DATE 0 . — . — — , 1r , . I 1 I II N IN ' [ 1 i [ I I R Y [ R I ' I Alt (2) -I-7 !!!!!!!!!!!!!III yt I CORR ' EIOOB 1 S 1 I E2 @ — - ': I! } r " - --- �I, - ] t _ 0 S2 1r_!!!!li Off, O . 1I S EP,' 1 TIGARD TUALATIN SCHOOL DISTRICT c„...SG 1 ° � — TIGARD HIGH N 1 � 1 TEACHERS LOUNGE kj - ' X118— -_ SCHOOL 11 ......." IT OFFICE MODERNIZATION . 1 11 IE117 1 1 l�!!!!!!!!!!!!!!!!� 9000 TIGARD, OR. 972 4SW DURHAM D STOR. GO W2028y JOB NO: 16992.00 ISSUE DATE: 06/19/2018 I Jurisdiction Stamp Area I11 I._' i 411 . , i . . . . . i , iii. r-- , . .. ..... .. ..... .. ..... .. ..... um mmmmm mm mmmmm mm mmmmm mm mmmmm mm mmmmm mm = imi mmmmo mml mmmmm im, , , , , ammmn on ammmm ow Gimmimm mm mmilmom ow milimmm aim mmmmn D 1 1 MECHANICAL MAIN CONF. RM. CONF. RM 1 246$ I l 246A 10 u) W vJ LEVEL - AREA El I4/ i- I PROJECT NORTH N TRUE V NORTH ,I 2 Ct W MZ2 . 32 118" = 1'-0" MAIN FLOOR - FLOOR PLAN - ZONING - AREA El ;;; CISCALE: 118" = 1'-0" 0 8'- 0" 16'-0" 24'-0" 32'-0" �r 1 a�-+ SHEET NOTES bassett! A. FINAL ROUTING OF RADON PIPING SHALL BE architects COORDINATED WITH OTHER ELEMENTS IN THE FIELD, INTENT IS FOR DISTRIBUTION TO COVER WITHIN 50'OF ALL EXTERIOR WALLS TO ADEQUATELY AVOID RADON I BUILD UP UNDER THE SLAB. B. RADON PIPING SYSTEMS ARE DESIGNED IN 721 NW 9TH Ave, Suite 350 ACCORDANCE WITH SECTION 1811 "RADON CONTROL Portland, Oregon 97209 1 METHOD- PUBLIC BUILDINGS" IN OREGON'S SPECIALITY T (206) 340 9500 F (206) 340 9519 STRUCTURAL CODE (OSSC)2014. THE GAS CONVEYANCE PIPING SYSTEM(GCPS) IS UTILIZED TO II SERVE UP TO 15,000 SQ. FT. MAX. OF SUB-SLAB AREA. 1 C. SEE ARCHITECTURAL DRAWINGS FOR SLAB SEALANT CIVIL ENGINEER & LANDSCAPE AND MEMBRANE REQUIREMENTS. Cardno 1 D. SEE STRUCTURAL DRAWINGS FOR UNDERSLAB GRAVEL 6720 SW Macadam Ave Suite 200, CNA _\1'_ 1\13 3SPECIFICATION & SCOPE OF WORK. E. T Portland, 92 50018 SEE 8/M9.01 FOR ADDITIONAL REQUIREMENTS ./ ' �� F. REFERENCE 8/G1.12 FOR RADON PIPE VERTICAL �' C1 C2# ELEVATION LOCATION UNDERSLAB. STRUCTURAL ENGINEER J C3 Catena Engineers / i-,,, 4.' RADON PIPE UP 1500 NE Irving St., Suite 412 i 4110 6 10"x10"x8"(LxWxH PLENUM BOX) T(503)-467-4980 97232Portland, OR ND 1 / 1 /6% N2 N E N7 MECHANICAL ELECTRICAL & \` \ w \ " / C4 PLUMBING ENGINEER \ I / �N8\ Glumac / A� n_ 900 SW Fifth Ave., Suite 1600 i - I :' �i" Portland, OR 97204 �, I / / T(503)-227-5280 I� I (N9 FOOD SERVICE CONSULTANT 4/ / (-c--8 . Webb Foodservice Design ,,,,, ,1 .., � IN/'/ \ / \ 3700 SE Lafayette Ct. ,;� I_ _ _ _ _4 .\ O I I Portland, OR 97202 y / / , N 11 \ T(503)-236-8566 4'- �" / . w7 1\11 3) ACOUSTIC & AV CONSULTANT 3" PERFORATED PIPE . Ti, r., C '3"PERFORATED PIPEO� � I(�� I •, ./ The Greenbusch Group 3" PERFORATED PIPE • I "' I00. 1900 W. Nickerson St., Suite 201 .„ , Seattle,WA . / /-,, ' j �'�. I I 'I T 206-378-056998119 3" PERFORATED PIPE / I "�'; ;, COST CONSULTANT / Construction Focus CA — E — CI �, 740 Almaden St. 1 I I Eugene, OR 97402 CB I r \ /1/ T 541-686-2031 4" RADON PIPE UP r - - — ---.,- (LxWxH PLENUM BOX) 1 '° Y •I SCC- T , . // - / , -- 1 I F CD — - — - 1 Y l / , I KEYED NOTES (#) r 3" PERFORATED PIPE 1 POINT OF CONNECTION BETWEEN RADON SYSTEM& �-+ 3" PERFORATED PIPE - :1.: I SUB-DRAINAGE PIPING SYSTEM. INTEGRATE PLENUM CE 4" RADON PIPE UP �' t'JA BOX PER DETAIL. PIPING DISTRIBUTION DESIGN IS BY I OTHERS AND SHOWN FOR REFERENCE ONLY ON THIS \� 10"x10"x8"(LxWxH PLENUM BOX) I I I Ir DRAWING. SEE G1.11 FOR ROUTING DESIGN. II 1 HORIZONTAL PIPING SIZE SHALL BE 3" DIA. MIN.AND 3" PERFORATED PIPE I t - I • - I l iI I I DISTRIBUTION COVERAGE SHALL ROUTE WITHIN 50' OF /C F 1 - T I I i 4" RADON PIPE UP ALL EXTERIOR WALLS WITHIN THIS RADON ZONE PER 3" PERFORATED PIPE I I 10"x10"x8"(LxWxH PLENUM BOX) OSSC 1811.3.4 • J Z._- --I-1.1 .-_,�� ,,M I k 1._ ; I 21-1 I - I _- l -i- _.._ ` Clint ..- — — — ..�. L I I - f.. I 1 L. ,I I � . 1 r l,I I !!, _� - — — - 1-;-1 1 1 I I 1 I I I I 13"PERFORATED PIPE I — P ..m '..._ y —_. _ 41,34-1' I4 � I 1 i. I I I # I —3" PERFORATED I 1 �. -- _ PIPE SEE ARCH - j 1 i r �, 3'PERFORATED PIPE f 1.1 I ti_. r , � I 4" RADO I I 1 IN PIPE UPSD - - - I L. f y ,,,))7.)___. --�- + 1 10"x10"x8"(LxWxH PLENUM BOXY i I _ el 1 3"PERFORATED PIPE ,y ..--- a...,-,, - !II' -- — — _.. —i — E -' — — I [ --r ". - a - i4-- ■II _ I 4" 3" PERFORATED I 1 I 1 1 , 5 RADON PIPE UP i - - PIPE SEE ARCH n n n I A I f .� 10 x10 x8 (LxWxH PLENUM BOX) 4 i I I 0 ., I I� I I - I I i . (SF) • 1 1 / I I I I I i 1 1 3" PERFORATED 3" PERFORATED I I 1 BP2 ADD#1 04/04/18 SG - -1 PIPE SEE ARCH PIPE SEE ARCH f -,� I i i - - II� . Ifib SH -- — -- - A -- '. �� REVISIONS DATE 1,, , , /*\ I I IIF. i -� — �_— — -' - 0 - � �_� •� -! E 11 I iuu.n,iyi, ---- 4"RADON PIPE UP ',''11 I10"x10"x8"(LxWxH PLENUM BOX) I 1 I i SL) I -- - 4 — - ` ° ' -o - - .- , m - - W I II I I I SM 'f +-- —_ I- . �,, I-Th — I I I I ji 1 0 E2 I I I I 3"PERFORATED PIPE - .�.I. ■•Y l�'— I r r - 11 1 I (sNI J OMB. SO - = _ - _ r- I I I I I IL.__ I . I I . . TIGARD TUALATIN SCHOOL DISTRICT I I I I I I (� _ ---- -- - ------ -, -_ 111 ---._..._ -li .,.. i.' - a �� I � ■�`-_ ��— �" I I I TIGARD HIGH E ► I SP - a� E� i I i 1 I I I I I. 3"PERFORATED PIPE I I SCHOOL - ± ., MODERNIZATION - I I I I `I afl 1i f I Z , _ ISIND 10 9181 6l 4 o I' _ _,__ -__._ - 9000 SW DURHAM RD. II i, . W TIGARD, OR. 97224 - • J,� I i L lI I I 4 i 1 I �.- .a1 - �_ I I I � � I JOB NO: 16992.00 I ______ ISSUEDATE: 06/19/2018 „----,- SSU II I 1 i ! a Jurisdiction Stamp Area w �J W f (s1 S2 S4 S5 56 S7 1 S8 N S9 (S 1 O S 11) (S12) 61 2S 14) CC LI- PIPING PLAN w UNDERGROUND COMPOSITE PROJECT NORTH ^ TRUE N ~ NORTH co UNDERGROUND - FLOOR PLAN - RADON PIPING - CC M3 . 10 SCALE: 1/32" = 1'-0" 1132" = 1'-0" w CL • • • • — • ■ ■ ■ ■ 0 32'-0" 64'- 0" 96'-0" 128'-0" SHEET NOTES KEYED NOTES 01-) asSetti A. PROVIDE ALL MATERIALS AND EQUIPMENT AND architects PERFORM ALL LABOR REQUIRED TO INSTALL 1 CONTRACTOR TO REBALANCE EXISTING VAV COMPLETE AND OPERABLE PIPING SYSTEMS AS REHEAT COILS TO NEW FLOW RATES FOR NEW INDICATED ON THE DRAWINGS,AS SPECIFIED AND LOW TEMP HEATING WATER. REQUIRED BY CODE. B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, 721 NW 9TH Ave, Suite 350 UNIONS, TRAPS, FLANGES, AND OTHER Portland, Oregon 97209 APPURTENANCES REQUIRING ACCESS ARE ACCESSIBLE. T (206) 340 9500 F (206) 340 9519 C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE REMAINS IN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE OF VALVE IS REMOVED. D. ALL BALANCING VALVES AND BUTTERFLY VALVES CIVIL ENGINEER & LANDSCAPE SHALL BE PROVIDED WITH POSITION INDICATORS Cardno AND MAXIMUM ADJUSTABLE STOPS (MEMORY 6720 SW Macadam Ave Suite 200, STOPS). Portland, OR 97219 E. ALL PIPING SHALL BE COORDINATED WITH ALL T(503)-419-2500 TRADES INVOLVED. OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO STRUCTURAL ENGINEER ADDITIONAL COST TO THE OWNER. F. PIPING BRANCH SIZE SHALL MATCH VAV BOX Catena Engineers REHEAT CONNECTION SIZE U.O.N. 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC &AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 .---\ ./..---...,„/„.---..\ T 206-378-0569 S 1 S:S3.2 4 S5 S6 S7 . 1S8 810) 812S 13) ,� , COST CONSULTANT II �� Construction Focus fes�++ 1 740 Almaden St. i @9) 81 1) Eugene, OR 97402 S2 I I _ I -� �� T541-686-2031 @..-- F — — - _ t . - — - I J EXPIRES: 12/31/19 :±— -- SA0 1 -- I F� • J OREGON I I I { I I �� SBF — — —I — I — — — ��R ?....‘„;,4 1 1 I Sy4Q M. c��' C_- C II1LIII. IIIA 1 I SD I 11 SEfi — 4 — — . �i '�� M423 I NI _,moi r . _ 1 CN I t-...-„,,, r . . 1 .I 0_ , _, _ ) m . .. .., _ — _ ' �` �' — 1 I ais 1 ��0 _ ,,,,,L — a ISI 1 ,_. ill . PIER111 1' 1 : 1 1 STAIR II 5r 11{ VIPfri - 1 . `�1 _*-►, I — 27 . I (SL) — -- — I�wlfa BOILER ROOM-p -ago OID _ I { .f 1 1 �onln �. I-I - - VAY\ II r �1, 14 ir ".1-i,-;'- - I 0 15 VE)( 4V a VAV r. 10AII E) et I _ ___ _ . , - t 1 VAV Egi _ if 1 _L: 1 ) _ I > ' be I-I 0 4� REVISIONS DATE _ !a„9eTU r HOP A SOW .,�' @ r3 � �-' �- « ';'-r {v!S 1:114:11-1 YI --1 a, I 'I .... .. - - .._..._ (E) s-1 L `, . J ., '-u"a-zYrr �r.T --- SP _ . N • I� � AUTO CLASSROOM .{ , TU N N1 I I I I SOOTA I I r ._ 9 2 VAV VAV VAV E) VAV) ,410, - I — — - l — — 'J(E)( E)I �E) 2 SQ y 7 ,;� 13 12 3 TU . 1 I '31 �! I I I �E) 9-5 E 1 I I• I I +. = I 9(E) 9-3 E 2 HEAVY MAKER VICE : Iem� sow 11 CLEANMA1r�RarACE • i I 1 REBALANCE SCHEDULE: I I�LLECTR CAl:4� O —~ TU ) 1_ E G-' Nt GiASSROOM VAV 1: 1.6 GPM _ �- �/ 1 I d ; I 151 I 1612 I I _ 1 -4 _____ I VAV 2:3.4 GPM • �= .:,..L__ ,,, ___________ , __ _ VAV 3: 3.8 GPM L._ - - ""� 44 VAV 4:0.7 GPM TIGARD TUALATIN SCHOOL DISTRICT •• VAV 12:3.4 GPM I IIIA f610 TIGARD HIGH • I I I I I 4 VAV 14: 1.2 GPM 1 �_ _--._-- _ - _— I..,: I VAV 15: 1.0 GPM TU9-1: 1.2 GPM SCHOOL I i TU 9-2: 1.2 GPM TU 9-3: 1.2 GPM MODERNIZATION TU 9-4: 1.2 GPM III TU 9-5: 1.2 GPM 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area LOWER LEVEL - FLOOR PLAN - HYDRONIC PIPING SCALE: 1132" = 11-0" 111:0 HYDRONIC PIPING w PLAN LOWER u) LEVEL COMPOSITE PROJECT NORTH TRUE N ~ 4Il NORTH I_ " w M3 . 11 1132 = 1 0 ■ ■ ■ ■ — — 0_ ■ ■ ■ ■ IIIIIIIIII IIIIIIIIII , o 32'-0" 64'-0" 96'-0" 128'-0" •.,_. SHEET NOTES KEYED NOTES ® rise 1 A. PROVIDE ALL MATERIALS AND EQUIPMENT AND architects PERFORM ALL LABOR REQUIRED TO INSTALL 1 BOUNDRY OF(E) BUILDING. (E) REHEAT COILS MUST COMPLETE AND OPERABLE PIPING SYSTEMS AS BE REBALANCED AS PART OF THIS SCOPE OF WORK. INDICATED ON THE DRAWINGS,AS SPECIFIED AND A PRE-TAB REPORT MUST BE GENERATED PRIOR TO REQUIRED BYCODE. a B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, (E) BOILER PLANT DEMO.TO DETERMINE(E) PEAK 721 NW 9TH Ave, Suite 350 UNIONS, TRAPS, FLANGES, AND OTHER FLOW CONDITIONS. APPROX. COIL COUNT IS(120) Portland, Oregon 97209 gliF APPURTENANCES REQUIRING ACCESS ARE 2 CONTRACTOR TO REBALANCE EXISTING VAV T (206) 340 9500 F206 340 9519 ACCESSIBLE. REHEAT COILS TO NEW FLOW RATES FOR NEW LOW } C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE TEMP HEATING WATER. REMAINS IN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE OF VALVE IS REMOVED. CIVIL ENGINEER & LANDSCAPE D. ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE PROVIDED WITH POSITION INDICATORS Cardno AND MAXIMUM ADJUSTABLE STOPS (MEMORY 6720 SW Macadam Ave Suite 200, N3 STOPS). Portland, OR 97219 E. ALL PIPING SHALL BE COORDINATED WITH ALL T(503)-419-2500 (66) TRADES INVOLVED. OFFSETS IN PIPING AROUND 7.-1*---- ''''. ..,- ,c OBSTRUCTIONS SHALL BE PROVIDED AT NO STRUCTURAL ENGINEER ecil i---- 1 . ,.,,a \ C 1 ADDITIONAL COST TO THE OWNER. / - �. . F. PIPING BRANCH SIZE SHALL MATCH VAV BOX Catena Engineers ` / T REHEAT CONNECTION SIZE U.O.N. 1500 NE Irving St., Suite 412 / '' .' � -1. N6 Portland, OR 97232 T(503)-467-4980 / ND*C).„,„... ' p ,,,.,,, _,,,,,,,,,,,,2 I /� ;`� , \ N7 ) MECHANICAL ELECTRICAL & PLUMBING ENGINEER 0�� 7 �! ` / /ii C44�- Glumac ` _ � � 900 5W Fifth Ave., Suite 1600 - / .. 'h� � C5 N8 �� :� � Portland, OR 97204 e / �! ,, T(503) 227 52$0 Vir I - ,, r' !', ('� N9 I FOOD SERVICE CONSULTANT a= ,ear+ i /N C8 ; F,. 1 Webb Foodservice Design i!NG ".' "YN;a7 I "�cl"o�E ; j / \ Port and, OR 972023700 SE Lafayette t. n,, A^"� / 'N 1 '� T(503)-236-8566 eI gr�ICE �� / 1SP A1141SLERRISEii fi :ki,,, IN 13) ACOUSTIC &AV CONSULTANT „aA� / P N: . . .� ,N 1/ _ / ::4 ,,' The Greenbusch Group I1900 W. Nickerson St., Suite 201 • r1. 1 * `-� Seattle,WA 98119 - .I"'* �- �' . � ' \ �spo�� ' ` � ; ' T 206-378-0569 ,i:'p RECEPTq A SI. ' • I / II -. COST CONSULTANT �•. // ° T A4CUVE �wAmNa - A+�^l f .�,� Construction Focus CA _ - - I ,--- " �""-" _ .:. . .� - 740 Almaden St. for , 'I , 7 __��_- r..= E- Ems' �t /' ..„, Eugene, OR 97402 ;;L; I ` ", ��.F T 541-686-2031 CB - I - r; /' '� _ - I ,. O2 REBALANCE SCHEDULE: - I I I �� E ,y In IBM lip 1 � la , EXPIRE: 12/31/19 el) I VAV 17 3.8 GPM I =-1 ❑ i r TU 1 VAV 18A: 1.3 GPM �( P��F 1 Fl - - . VAV 18B:0.7 GPM VS �� F� y a `rfv1; t � + TU I �, ��, � ,., ' ,' , '�� - • � 1� �__ / . 201 HC VAV 19: 2.2 GPM � gD r �.-....r...-. rhe ,11.' ��a °Y��k: �..�.... f� 04 4 VAV 20: 2.2 GPM i I E Jai-,FFlC , COMA ", • J • ;; VAV 21: 8.2 GPM OREGON - - - - - - MEDI • I I HC VAV 22: 2.6 GPM ° 7 c-, CDI = I; _ 1 .r�u1 i `�� d 202 04-2 E VAV 23: 2.9 GPM "psR 3�'�G� 1 VAV 24: 2.9 GPM I It�� • ' VAV 25: 1.1 GPM • ""' 1 -_; 71.1",•4=-° OFFIQ VAV 26: 2.6 GPM sroR ; j o�€IAF ! eiso '- ��. I V 27A: 3.8 GPM E CE - a E I L� Ir . 1 !- ' 2'HWS U' HC VAV 27B:4.3 GPM .I i ! _ f TU ( 043 I VAV 28:2.8 GPM , 1 - - E ,n b ' )- ' T E HC ." h Y i t. 1; /�f�7 - I 13 - 203 , VAV 38: 2.9 GPM " = 3 VAV39:2.9GPM „��,� iw #rt �� I ! CAREER�F EXPANSION L00` VAV 40: 2.9 GPM a-c e,a: �f I ! J, • - � , Ahs �� :-I i ;� � VAV 41: 1.7 GPM 1 _. L . MO _ $- a R VAV 42' 1.7 GPM �,�. -. E _ VAV 44: 2.9 GPM... GIS IOR VAV 43' 2.6 GPM e�sr-•n W1: II � I ,!!,M - II - - - _ -- VAV VAV j EKY _ . 5„ 1 - VAV VAV 45: 2.9 GPM .� -.. 4fi 40 ( Q W,00 1 VAV 39 1 � Y _ _ elnI �; •- �.,. VAV 46: 2.9 GPM I I ' i - ,�� VAV 42 p VAV 47: 2.9 GPM «. _ I ( � f �- I � X217 1 i- l I' I I �� •w VAV 5 .5 GPM c, 1{iS ./1Y - � � 68 S B - i .. __ , ,, .. " CpNF nz .i.. 11 1 I ._ 1 74.114. ',i .. 1 Ig, I W111 COACN B�LOGkERS STORAGE I poit_an _ -� S ! 'L W11S WiI] I W114 I / 1 ,! , AU OFFICE r , (��_ '' , E .9 111:1,71@F, if - _,ii - - 1141/ , fJ i � ' _ 1 w-.8 AU SUPPORT, _ I { . , VAV 1m g A - ! ' w w,11A -1I . J ti M4.32 1` 38 4.0 .1L.. 1. .. - }, �„ I I • VAV SD - I EXPANSION LOO ,.. _ . I I ,. VAV ;mv 0 I I'U L I I TiL - I - -F-� II � I' ' I5 1 " 1 II j _ VAV 7 . ., - _ 'ilit.. _ . _,.`W7,7 I 1* -:1-.-- '- ,__ _,_ AUX GYM - - _ _ -_ ---. rib 4.1/ Mal I E) 2112 HWR ON VAV E 2112" HWS U' ' VAV VAV 1 40 I Li ;- C N -_ _�' 28 25 22 co . ,...„----, u I_. -}_ , - � - - - ' 11 { I 1 _. I I ! � -�_._ I.� _ I I TEAc r F _ .i.. _ ! I ! 4\* REVISIONS DATE - _, CD :, 1 ! CORR I araR. w,mE CnLui.F I+++II _ - - .� .�_. • .. - 17=1 E '.ii `: - VAV CIN __ �I _ __ w _ - - 4b1 . � 27A VAV X - VAV VAV \ AV ( 21 DE \_26 �► ,�` Mr f { ) 20 I I / 27B 1 .,. 19 1 VAV 1 I I I FOR LOWER LEVEL REFER TO \M3.11 I I (E) VAV 188 - , : I s. I B . 1 CI _ E2 FOR UPPER LEVEL REFER TO (r3 i I ' � 1111 �1: VAV SN I I I ! I i - -, E) 18A / ��+• . S2 SO - I R � ,1 INII I ��-fi - - I ,..... 1 E) VAV I TIGARD TUALATIN SCHOOL DISTRICT I. I I I I 1 I I I I 17 FOR LOWER LEVEL REFER TO ' ! � M I TIGARD HIGH @P, . _-�--` - - 0 1 I J -1-___- �---.- I FOR UPPER LEVEL REFER TO M3.13 I II II �- I SCHOOL i , I 1 I I- , MODERNIZATION , ; SQ - - - - II_��; - - _ 1 _. i , , , 11 1 k I I I _ ' ._-.. I 14113 11 10 9 8 6 4eel 1_�,_y �� ,� J_ 9000 5W DURHAM RD. i 1 LITIHIMMINIIMMIMIIIMMINMIMMIIIMI MOI TIGARD, OR. 97224 I I I i' I .," I I I I I JOB NO: 16992.00 I ' 1 ISSUE DATE: 0611912018 I 1, , 1 I I Jurisdiction Stamp Area II so I ! I I I I III I 1 lloaminammommi 1- 1 S3 S4 � � S S5 S6 S7 I S81 S9 (S10)S11) (S 12) (S 1 US 14) RR MO HYDRONIC PIPING w PLAN MAIN LEVEL co COMPOSITE PROJECT NORTH N TRUE ' V I- � '&\ NORTH MAIN FLOOR - FLOOR PLAN - HYDRONIC PIPING V") 2 - „ _ , „ � M3 . 12 1132 - 1 -0 UJ0 1132" = 1'-0" Q., Weeel,..111111.17 0 32'-0" 64'- 0" 96'-0" 128'-0" SHEET NOTES KEYED NOTES asset 1 A. PROVIDE ALL MATERIALS AND EQUIPMENT AND architects PERFORM ALL LABOR REQUIRED TO INSTALL 1 CONTRACTOR TO REBALANCE EXISTING VAV REHEAT COMPLETE AND OPERABLE PIPING SYSTEMS AS COILS TO NEW FLOW RATES FOR NEW LOW TEMP HEATING INDICATED ON THE DRAWINGS, AS SPECIFIED AND WATER. REQUIRED BY CODE. B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, 721 NW 9TH Ave, Suite 350 UNIONS, TRAPS, FLANGES, AND OTHER Portland, Oregon 97209 APPURTENANCES REQUIRING ACCESS ARE ACCESSIBLE. T (206) 340 9500 F (206) 340 9519 „NA N 1 �N 3. C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE REMAINS IN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE OF VALVE IS REMOVED. CIVIL ENGINEER & LANDSCAPE 4 -,. / 0 cis D. ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE PROVIDED WITH POSITION INDICATORS Cardno r -, AND MAXIMUM ADJUSTABLE STOPS (MEMORY 6720 SW Macadam Ave Suite 200, el10 / �q• . / STOPS). Portland, OR 97219 E. ALL PIPING SHALL BE COORDINATED WITH ALL T(503)-419-2500 N6 TRADES INVOLVED. OFFSETS IN PIPING AROUND ND � � / I OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. STRUCTURAL ENGINEER 0 NE. ' ` � / / / 41) F. PIPING BRANCH SIZE SHALL MATCH VAV BOX Catena Engineers \ \ I / / ' C4 REHEAT CONNECTION SIZE U.O.N. 1500 NE Irving St, Suite 412 \ \ Portland, OR 97232 � \ / / / N 8 T(503)-467-4980 MECHANICAL ELECTRICAL & • FOR UPPER LEVEL i/' C6 N9 PLUMBING ENGINEER � NORTH REFER TO M3.14 / / / Glumac / I74 / 900 SW Fifth Ave., Suite 1600 \ / Portland, OR 97204 -* t`-- \ I / N. �N 11 f / \ T(503)-227-5280 % çh .� / •// \ ,'�J IN 131 FOOD SERVICE CONSULTANT IN 10 � i Webb Foodservice Design �� / i ,. . / 3700 SE Lafayette Ct. . / L Portland, OR 97202 T(503)-236-8566 i { v / ACOUSTIC & AV CONSULTANT / I /. The Greenbusch Group 1900 W. Nickerson St., Suite 201 CA ! 4011-.. i Seattle,WA 98119 CI'1 — — — — — _ ,.\/ \ '�► � '� T 206-378-0569 l's CB - -_- _- _ —d' \ - -C8 / �` COST CONSULTANT ... 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MR- 0 _ - -- -- - — — -- — — IIl l Isxro-21 wifccid I I __ mmegimiimii0=1 — D ^11 - _ /1\t REVISIONS DATE 11 — .- — WRESTLING .- — e s,,'I I I I I I I — !- -' i I I I — 7 �• R 15208 i11 i —I' .. 1 SLJ It�.. I -- ..._ . d •�i ��iiitm11 I I i M .a� 0 N 11 I I i I i _ � ��. I _– — — : -— — as , pi ' COI _..° n — -- — O 1f I ; •, • y _ VAV' , VAV _ .._ W BB A' , ^I _ `' - �I I _ 1 I 10 9 IV IV I I L_ A I L - Iwe PJ -ilv y :ON I IF. ,� I - = I i 1 I 11 E) VAV5V — �— �. '� — — • VAV al;� � 1 .. I 1 ❑ E)( 9-6 L____. , fiE .ny, 7 7: e v�J 8 VAV 2� TU I p I I I I I` �, V- .�� 0 6 _. uv acs n I `zrol 1:N C� uv SP — — — — — — C. l SRO " _ TU �--- E �..__ --�_— � ) 9-10 �� .��_I TIGARD TUALATIN SCHOOL DISTRICT I I I I I I I I _ . _ . .),( 9-7; TIGARDHIGH SQ -Li' I I I I II I I I II SCHOOL I I I 14 � 1 0 918 061 341 1 E, TU I _ _ - --_ I 9.8 MODERNIZATION I T I (E) U I I, I I ', I I I I 11 0 REBALANCE SCHEDULE: 9-9 L._ — 1. � _ � _ _ . _ii VAV 5:0.7 GPM VAV 6: 3.4 GPM 9000 SW DURHAM RD. Iif .1 H. TIGARD, OR. 97224 I- ._...______.... ._-.-- VAV 7: 3.8 GPM VAV. r ,II JOB NO: 16992.00 VAV 9: 3.8GPM _ ISSUE DATE: 06/19/2018 { VAV 10: 3.4 GPM VAV 11: 1.2 GPM ,---------. r \ ��/��\ TU 9-6: 1.2 GPM Jurisdiction Stamp Area opS5 S6 S7.1 8 9.2�(S 1 061 1) IS 1 ZS 14} TU 9-8: 1.2 GPM `--� / TU 9-9: 1.2 GPM 0 UPPER AUX - FLOOR PLAN - MECHANICAL PIPING TU910: 1.8GPM SCALE: 1132" = 1'-0" HYDRONIC PIPING w UPPER LEVEL CO SOUTH COMPOSITE N cy ii I- PROJECT NORTH TRUE CC NORTH C a! M3 . 13 1132 = 11-0" W 0_ ■ ■ ■ ■ — I= ■ • • • = M 0 32'-0" 64'- 0" 96'-0" 128'-0" SHEET NOTES ® bassett! KEYED NOTES A. PROVIDE ALL MATERIALS AND EQUIPMENT AND architects PERFORM ALL LABOR REQUIRED TO INSTALL 1 CONTRACTOR TO REBALANCE EXISTING VAV REHEAT COMPLETE AND OPERABLE PIPING SYSTEMS AS COILS TO NEW FLOW RATES FOR NEW LOW TEMP INDICATED ON THE DRAWINGS,AS SPECIFIED AND HEATING WATER. a REQUIRED BY CODE. 1 B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, 721 NW 9TH Ave, Suite 350 . M4.16 UNIONS, TRAPS, FLANGES,AND OTHER Portland, Oregon 97209 APPURTENANCES REQUIRING ACCESS ARE T (206) 340 9500 F (206) 340 9519 ACCESSIBLE. C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE REMAINS IN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE OF VALVE IS REMOVED. CIVIL ENGINEER & LANDSCAPE ` \ D. ALL BALANCING VALVES AND BUTTERFLY VALVES NACD N3 SHALL BE PROVIDED WITH POSITION INDICATORS Cardno N AND MAXIMUM ADJUSTABLE STOPS (MEMORY 6720 SW Macadam Ave Suite 200, _ �� ,' / STOPS). Portland, OR 97219 �� // / C21 E. ALL PIPING SHALL BE COORDINATED WITH ALL T(503)-419-2500 K411) TRADES INVOLVED. OFFSETS IN PIPING AROUND /:....k..../ h \ / C3 OBSTRUCTIONS SHALL BE PROVIDED AT NO STRUCTURAL ENGINEER � (14ADDITIONAL COST TO THE OWNER. Catena Engineers / di* \ /' N6 F. PIPING BRANCH SIZE SHALL MATCH VAV BOX sT s - A'�y J 1500 NE IrvingSt., Suite 412 N❑ / � � /4,' ,' CLASSROOM '/ ` I i I V L REHEAT CONNECTION SIZE U.O.N. Portland, OR 97232 NE / �� i` )ti %s' N T(503)-467-4980 �� ,;� ',a �" /11 7::7 / C4 MECHANICAL ELECTRICAL & t 2- N8 PLUMBING ENGINEER / ,, `' , 7� `�' Giumac /z ♦ / i p G` � / C6 r- 900 SW Fifth Ave., Suite 1600 i,4 ,,,;. \ ! N9 Portland, OR 97204 _► 1,401•;;-z. Wf - �� T(503)-227-5280 \.`,•0 Qo U 6 ! � mr-,° ; �� FOOD SERVICE CONSULTANT ' 0 ,--` 6 ,. . / \ IN 1 1 f Webb Foodservice Design _ sem. i. z�� ,�, \ / i� 3700 SE Lafayette Ct. o / / ' `` / IN 3� Portland, OR 97202 4 � ' O , T 503-236-8566 4 . -- -,� fir• / �.- NIG ( ) I , IIS . ��as V - ACOUSTIC &AV CONSULTANT '. D �}!� / �'a• ` The Greenbusch Group'� CM', / J R06Mj ' �`>I / . 1900 VV. I ' - C 2`' �\ \ �� Seattle,WAk98119St., Suite 201 I - ' .JPP=.-OOMMONS J �',_ A / `\ / J T 206-378-0569 • CA - — — — — — — — `� / � ��' kiiN �n,) is/G , ; \! 1D REBALANCE SCHEDULE: COST CONSULTANT I ,� ', — / � II� �, � Cons#ruction Focus ! ` t'i :. VAV 29: 3.2 GPM740AlmadenSt.CB7-1 GS/ �`` VAV 30: 6.0 GPM Eugene, OR 97402 I ' I liii ,„-; < I / VAV 31: 2.9 GPM T 541-686-2031 VAV 32: 2.8 GPM 11.-1 i 1 I I I/ VAV 33: 3.2 GPM CC / III VAV 34: 3.2 GPM EXPIRES: 12/31/19T — I VAV 35: 2.9 GPM �p PROF • � / � VAV 36: 2.9 GPM ri�� fffj .. ... ... ..�.. �... .....��. l' F VAV 37: 2.6 GPM � R�F� y _ VAV 48: 2.9 GPM ,CD) I DOUBLE HEIGHT SPACE VAV 49: 3.1 GPM s `---� VAV 50: GPMaREcaN �� a VAV 511: 3.7 GPM `-'0c'1efR 3"`'6 ,k- M3.12 O I S' AcG I ! I . , VAV 53: 2.9 GPM y�A M. Gla �C E _ — — 11 1 - — I VAV 54: 2.9 GPM IVAV 55: 2.9 GPM i I I I 0 - CF - 4 , r.. ...: — — - Ift- ' — - VAV\ 'I • VAV V aV i i I- _ - . . -- 53 (• `, S2 VAV Q FOR MAIN I e 49 — LEVEL REFER TO I M31 f I I I — P SSB • - I - - - - I - .:: I i I I I I I I i FOR MAIN VAV VAVWir — — — — — ` —I LEVEL 51 4s SD REFER TO410.1.' , .. -0 0 — ...mt ► _ 1 I_ I — I — I _ I I I_ l — I 3 M3.1 {: 1 01 VAV I F� t I i I I — I — ! I— — �- -- — E} 37 1 �; vAV CN)- - - _ - { :8)...: _._ 36 G SG — — — hl , Ito I I I I f I I I I 4111' 1 111, . /1\t REVISIONS I. i S DATE � sr � � i — — a — � � � � .i.I�J. � I vAv am r..r D \ 34 / /VAV \ VAV VAV N {E) 33 i (E) 30 Ey. 29 -FOR LOWER VAV — 011/11...LEVEL REFER TO M3.11 31 ]211---- _ SM1 FOR UPPER I.. _- —1 � 1 I I LEVEL REFER TO M3.13 I S 1 E 1 E2 014) I 1 4 i t I �' ii I I I I �® I � L__ SO - - _ _ - - _ S2 I I FOR LOWERArk LEVEL REFER TO M3.11 1 I I FOR UPPER I I TIGARD TUALATIN SCHOOL DISTRICT SP -- — — — 4 Y �- LEVEL REFER TO M3.13 l ��- -- - TIGARD HIGH 1 I I I I II I I II I _ _.__ _ ._. ___ _, ,. , I i i• , ; SCHOOL SQ III MODERNIZATION II 144 10 9 , 8 it 6 5 4 99 1 I I I i I 9000 TIGARD, OR. 97224 7 2 D . - I I 1 JOB NO: 16992.00 I ISSUE DATE: 06/19/2018 11 I I I Jurisdiction Stamp Area /\ �� /\//�\ 1 ea S5 S6 S� 32)SIOSIi) (S12 S14) HYDRONIC PIPING I , PLAN UPPER LEVEL co NORTH COMPOSITE N ti ~ PROJECT NORTH TRUE • NORTH UPPER LEVEL — FLOOR PLAN HYDRONIC PIPING - . CK W M3 . 14 0SCALE: 1/32 - 1 -0 1/32" — 1 -0" .. ■ ■ ■ ■ I• 0 32'-0" 64'-0" 96'-0" 128'-0" SHEETNOTES KEYED NOTESobassetil A. PROVIDE ALL MATERIALS AND EQUIPMENT AND 1 CONTRACTOR TO REBALANCE EXISTING RTU HEATING architects PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE PIPING SYSTEMS AS COIL TO 28.8 GPM FOR NEW LOW TEMP HOT WATER INDICATED ON THE DRAWINGS, AS SPECIFIED AND SYSTEM. REQUIRED BY CODE. ' B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, 721 NW 9TH Ave, Suite 350 UNIONS, TRAPS, FLANGES,AND OTHER Portland, Oregon 97209 APPURTENANCES REQUIRING ACCESS ARE T (206) 340 9500 F (206) 340 9519 ACCESSIBLE. C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE ' REMAINS IN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE OF VALVE IS REMOVED. CIVIL ENGINEER & LANDSCAPE D. ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE PROVIDED WITH POSITION INDICATORS Cardno AND MAXIMUM ADJUSTABLE STOPS (MEMORY 6720 SW Macadam Ave Suite 200, STOPS). Portland, OR 97219 NA E. ALL PIPING SHALL BE COORDINATED WITH ALL T(503)-419-2500 TRADES INVOLVED. OFFSETS IN PIPING AROUND 1 N3 OBSTRUCTIONS SHALL BE PROVIDED AT NO STRUCTURAL ENGINEER NB ` / F. PIPING BRANCy ADDITIONAL HT SIZE IZ OSHALL MATCH VAV BOX g THE OWNER. Catena Engineers �' C�\ REHEAT CONNECTION SIZE U.O.N. 1500 NE Irving St., Suite 412 Portland, OR 97232 / (49 T(503)-467-4980 NC i/ gee N6 MECHANICAL ELECTRICAL & �` PLUMBING ENGINEER / Glumac I N E ND , / N 900 SW Fifth Ave., Suite 1600 / /C4 Portland, OR 97204 \ / I / / N 8 T(503)-227-5280 CU - 6 0 / 1 / % .� 7\19'N8 FOOD SERVICE CONSULTANT ;. _ ,► 1 Webb Foodservice Design �� ) 3700 SELafayetteCt./ Portland, OR 97202 \ / / I \-, T(503) 236 8566 - � 18 / is,,,,,,,./...,C.N �� ACOUSTIC &AV CONSULTANT �� h The Greenbusch Group r 1N13} 1900 W. Nickerson St., Suite 201 / 1 , / CU / v \ / I N10) T 206-37 05969119 I ./4� \ /� COST CONSULTANT Construction Focus \ �% (RT1U) I r\ --,� / / 740 Almaden St. / / / / Eugene.OR 97402 T 541-686-2031 CA ''' . ' - P.' 44 / 'VT ''',,,,,j '%.•., .: . • ' - i , Fl i \-, 14— 1 \ ,/' EXPIRES: 12/31/19 IAcct, PROlt (MUA) , r 5 �1 �` �c yF� O 0 ] - -I 1 7 . - 'ice F, •p y ( !% (9.... — � = - ' E RTU �; / -- oREGOw 3 i - MEM, MB 4MMEMMO IIMP GEMINI Oft ammo' amp AmmEmma am emmEmma Amp AmmmEmp emmimemp am / _ I II'1 / 6)9,. IT i / 1 ' / I , E I I —1 / Cu \ / II I I I . .' , � I 1 el T... .,\ I 1 'I ' 1 _t. RTU CU M4.33 , ( ) 1 4 ,4 2 I II _=__., IN: 7 - - MM6AOMMEMI. . -11 111010. F- RCD \ . . 1 Q m �e I — €I cu — --1 ---- 1 I - OSA Ii,SB 9 I RTU CU ; , 0 I I r - - 10 I i , t (RTu) • 9 i SCi ♦ Is [L _ .._ _ I - - — _� \ ' I I I I RTU I SD I ,Iii Ci° I — . 1� � 1 : I �\ - — I- :PI — — - M4.27) I I :Ill: L 1I i — e_'. — — a I (RTU> j ill; — • @__F - I _a_ [f I I - I i I I - -. - - ; i , I I :! I it i I ' , 15 \ REVISIONS DATE SG - 1- - - - - - � - I I CU11-[ _ I I I I I I I 1 GI 16 ,_ 2 SH - : 4 _ M41.28I I i I I I I l I I I I ill; RTU — 1 1 !— • 10 ii I ... II . I _ _ -. I I t re- - 1 , _ , _ 1 `S 1 --� osA\ II E2- L (SM; i cu -�._ L - L - x « L_ L_- .� _1.1 -- co 1 . I - Ss_\ I 1 1 I 1 'f I ___ 1 L 1- � I I �r� I I I I I I I I I 1 I TIGARD TUALATIN SCHOOL DI STRIC T S 0 I I11 iii TIGARD HIGH I _ I 1, --- I ISCHOOLLP } h IMODERNIZATION I I !` 4 - t :-1 --- I :.- _ , ,_ . , —. (E)(RTU sQ r - - - _ - - - — I ! I I � 1 CD/I - --- 1 1 I I I - 9000 SW DURHAM RD. I 1 14 0)2 0 918 18 710 514 14 0 1 �I - TIGARD, OR. 97224 I I I I ---► JOB NO: 16992.00 I II I I I ISSUE DATE: 06/19/2018 I -- -- Jurisdiction Stamp Area —...i L i I--.'--- -- -I---- -- ----- -- ----F -- ----- .1.. -F--- -- t--- -I ---..f -- ----- -... 1 1 I /----L--\ �� S 1 S2 S3 S4 S5 ES----6 S7 S8� S9 6S 10)S 11) (S 12S 13) HYDRONIC PIPING w ROOF PLAN COMPOSITE PROJECT NORTH N TRUE /V ~ NORTH �l‘ 0IIIROOF - FLOOR PLAN - HYDRONIC PIPING mow SCALE: 1132 1-0 - �� M3 . 15 - 0 VAV N14 \ :_. OFFICE KEYED NOTES ® SHEET NOTES % � I / A1fl5 O •`. A. PROVIDE ALL MATERIALS AND EQUIPMENT AND 1 PROVIDE SEISMIC"V" OR"U" PIPING LOOPSEISMIC VAV VAULT \ @ PERFORM ALL LABOR REQUIRED TO INSTALL N13 I A110B I , \�' �` Q JOINT. COMPLETE AND OPERABLE PIPING SYSTEMS AS bassetti / \ 8 INDICATED ON THE DRAWINGS,AS SPECIFIED AND �, 2 PROVIDE 3-WAY VALVE REQUIRED BY CODE. C3 �, B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, architects „, it \ \ \� /p APPURTENANCES UNIONS, REQUIRING ACCESSPS, FLANGES, AND OTHER ARE NC' 1 BOOK KEEPER �,�, / ACCESSIBLE. Al i0 / C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE - REMAINS IN SERVICE WHEN EQUIPMENT OR 721 NW 9TH Ave, Suite 350 ' \� PIPING ON EQUIPMENT SIDE OF VALVE IS Portland, Oregon 97209 / . . � � 0 D. ALLnOVED.BALANCING VALVES AND BUTTERFLY VALVES T (206) 340 9500 F (206) 340 9519 3"HWS / �� SHALL BE PROVIDED WITH POSITION INDICATORS VAV •PRINCIPAL ; .� AND MAXIMUM ADJUSTABLE STOPS (MEMORY 3" HWR N16 i A103 ------- 103STOPS). ND 1 , , \ � (N91 E. . TALL PIPING SHALL BE COORDINATED WITH ALL CIVIL ENGINEER & LANDSCAPE / , _ , -; TRADES INVOLVED. OFFSETS IN PIPING AROUND • ` �.� OBSTRUCTIONS SHALL BE PROVIDED AT NO Cardno (VAV �� ADDITIONAL COST TO THE OWNER. 6720 SW Macadam Ave Suite 200, \ { 4 ' N15 (VAV\GONE \ \ Portland, OR 97219 \ �\ y / F. PIPING BRANCH SIZE SHALL MATCH VAV BOX T(503)-419-2500 • REHEAT CONNECTION SIZE U.O.N. 2 \ / 'ti (N1O27 / STRUCTURAL ENGINEER E EV__ '�, \ �,r �i Catena Engineers E 01-1 � 4•406 � - \ O / 1500 NE Irving St., Suite 412 Portland, OR 97232 `� ' / \ T(503)-467-4980 �' ' ` �� % ....„, \ SRO VAV A101 ��; ♦ vialtii N19 - MECHANICAL ELECTRICAL & kii \ 1 / PLUMBING ENGINEER / \ RECEPTION \ rGlumac • (ATTENDANCE \ / O 900 SW Fifth Ave., Suite 1600 • \ I MOO �* / Portland, OR 97204 COOLER .s.-C-7 \ /1 \ \ / N1 1 T(503)-227-5280 W108H d F '0--... # ,/ \ /" FOOD SERVICE CONSULTANT / Webb Foodservice Design / WAITING o 3700 SE Lafayette C . \_ 1 I A100A I / Portland, OR 972021 { ' I/ \ 1i //l ( \ �\ T(503)-236-8566 / I _ IN 13) �� i ACOUSTIC & AV CONSULTANT - -..- �/\ ,. ` N18/ / \�� / /• !�� The Greenbusch Group \ / - 1 i F j� / \ ` 1900 W. Nickerson St., Suite 201 l a , / Seattle,WA 98119 4 -- - -. - - - ---- --- - ------- ---._._ _- .._ _. -- - _._. -_ _. \ / T 206-378-0569 / ;// / - v � � COST CONSULTANT \. ENTRY VEST. ,1,1';/:/,./:..., � ----- -- �4 >r Construction Focus L. '� \, f c - I N1oa� �a, / I /1,,• NA 74D Almaden St/ / Eugene, OR974026'_ , -7-- VAVTE 541 686 2031 17/ / 1 _- N20 -- --- T_IWAIn'''' r STAIR 01 • ii.,/ V R - - G B � �- ------� �._.. — _ Sipo'IN .' _. � s�, NB EXPIRES: 12/37/19 --- VS 4,�G iF� - I /• C6 C8 90 ., 1 _-- / ��F pyo ��f �. i OBB / \., R 3\ L Y \ v� �� f ! I I 1 D1 J sy , - \ / / / Vq M. ONcG / • Z -_ _� 7/4// ;,y ; - c� 4" HWR ll K ROOM ✓ 10 =I f 1 I / -- I 4"HW5 i I E112 I 1 112"HWS 2" HWS UPS .E ii> /, \ " 2 HWR UP- M. II _ ��j i 1 / --,,„ 1 112" HWS UP 1 112 HWRI ism i/' CC @_9) I - - - - . . - - - P� __ _ i _ .� / - - - I --,�� 12" HWR U II ® _ �, I > t TO RTU 5 :U-- . _11 , I • I I! I �� CAP(E) HWS1R PIPES, MATCHLINE: SEE 1 I M4.25 / I' COUNSELING SERVICE IS REFED I'` I, I I I VAV E101 / I FROM MUSIC WING STUD �L'li'Ul"aLJ'J E2 I ' I d PENTHOUSE I I ' �„, // it IF • 1--- --11 2” HWR UP . -- .. - ---- VAV - i i� 1 / � � i - i - GM � i � i � � . 22E3 / 2" HWS UP V'• r .E CLO I 1 I UPTORTU 3 . f'`\ E19 OFE I , E�2D / M 30 GPM COMMONS CONF �. Q I iI - I I _ - - I �?1DI: i 11 �" I , W105 WAITING I I ° 1 _ .. iii r1 E101A / �� / i. .=�1-..._I TU ICD CD - - -II - - — _ - - - - -� - - - �- -�� 201 .1i � 1 44- I TU -- I I O 1` I -__ - 4 _ _^ • { / _ E) 2" HWR il1 - / �� ' TU 205 _.. E) 2" HWS r r I ;I FLEX OFFICE ! / f TING At IH I i , I E109 �w -•., ' i I 1I E120/ REVISIONS DATE r _ 1 r; �� ": ®� 2"HWS UP / I..... - TU 2" HWR UP N l _ - • i . (UP TO MUSIC WING "''',Li a - I ELEC OFFICE 203 O I - - / PENT HOUSE) W107 E102 I I I I N a �' t' ....._,.„... r , OFFICE L— I 'I`. i I- E108 1 __ , . . I L , OFFICE I 1.. i 1 , , , ,I, _: I E120C STOR. S 1 E 1 I I W102A RD UP I OFFICE - OFFICE E 42) I I e RSIRD UP - - _ _ - _ __... -. 1-- E103 1 (CE) — — — — - - — — — — • NI I E107 1 _ N1 SHEET NOTES .., NA �N3 A. PERFORM ALL LABOR REQUIRED TO INSTALLATERIALS AND EQUIPMENT ND \ \ COMPLETE AND OPERABLE PIPING SYSTEMS AS bassettiNB INDICATED ON THE DRAWINGS, AS SPECIFIED AND \� / 1 CONREQUIRED BY CODE. ,,r ,,T, , architects B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, / REH UNIONS, TRAPS, FLANGES, AND OTHER d ' \ �� LOWAPPURTENANCES REQUIRING ACCESS ARE / ACCESSIBLE. C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE 721 NW 9TH Ave, Suite 350 • REMAINS IN SERVICE WHEN EQUIPMENT OR Portland, Oregon 97209 / PIPING ON EQUIPMENT SIDE OF VALVE IS T (206) 340 9500 F (206) 340 9519 / /1', REMOVED. \ D. ALL BALANCING VALVES AND BUTTERFLY VALVES ,,.'\ :- .>,,,'\ \ ` SHALL BE PROVIDED WITH POSITION INDICATORS AIA I�V`'t�, AND MAXIMUM ADJUSTABLE STOPS (MEMORY / STOPS). E. ALL PIPING SHALL BE COORDINATED WITH ALL / ,. . \ / CIVIL ENGINEER & LANDSCAPE b �� ,�� TRADES INVOLVED. OFFSETS IN PIPING AROUND C6720SWMacadam Ave Suite 200, / / ,,,;'P, �'• l 1 \ OBSTRUCTIONS SHALL BE PROVIDED AT NO / ,`^- , Ir \ ADDITIONAL COST TO THE OWNER, Portland, OR 97219 / F. PIPING BRANCH SIZE SHALL MATCH VAV BOX T(503)-419-2500 ' 1 • \ \ REHEAT CONNECTION SIZE U.O.N. r �' '� i �r STRUCTURAL ENGINEER ,.`\ \ / Catena Engineers NC STAIR 02 • '��3 \� / 1500 NE Irving 5t., Suite 412 �( Portland, OR 97232 / ST02 I ., / �, T(503)-467-4980 D i " `� N5 r , MECHANICAL ELECTRICAL & . ,/ 1/ yr.,\ \ / PLUMBING ENGINEER �, :� .• �� f� / GlumaC ND N2900 SW Fifth Ave., Suite 1600 \/.:..../.1/\,.,.,,. / // T(503)22075280 / , \ / FOOD SERVICE CONSULTANT �� \ Webb Foodservice Design /� �' ,-\ " �'� / 3700SELafayetteGt.N B \ / Poi#land, OR 97202T(503)-236-8566 � - VEST �_ VAV \ // \' I N101D i N9 i -W \ \ •-_ �� / � ACOUSTIC & AV CONSULTANT / /�`\ / The Greenbusch Group / ./ �� `/ 1" HWS 1" HWR N1 ! ,I� \� \ / 1900 W. Nickerson St., Suite 201 / /// r i� CLASSROOM ��r \\� Seattle,WA 98119 I _, / T 206 378-0569 N105 I /i \„,,„ , // KEYED NOTES COST CONSULTANT © / , :�� / \� 1 CONNECT CONDENSATE PIPE TO SINK TAIL PIECE. 740 AlmadeniS . FOCUS \ 'i' �` �1�” HWR 1 114" HWR ' ` 2 CONNECT CONDENSATE PIPE TO FLOOR SINK. Eugene, OR 97402 \ / �' " © " a ' '"\ \ ��` T 541 686 2031 314 HWS ►� 1 114 HWS47VAV ✓ 3 PROVIDE 3 WAY VALVE I /fr /1' . ` '` \� I� "� Li`l`/f \ N10�� VAV . GPI ‘1 \.I IV \ N8 \ ,. y� E7(PIRES: 12/31/19 �� %/ VAV � : PR II i MEETING a` . A, ��/, ,: N7 :� �.� --/ \ VS �� NSFN107A I �, ,pyi /%� VAV - /669� 1 314 GD DM-, `-�: OFFIC-I N10713 �' OREGON o/ RSIRD UP W1-),, .--1%,/,.' . /•i / � RD UP �� . (VAVi ) �� 4'y04 M. 03,c, -..':- ---,. \ \� RSIRD / 314" CD � VAV /� RD IDF ,I/ ��-.. --. (VAV / �, \ N6 ;'/ �.:: VAV N12 1�.1 / RSIRD UP \ / . • •iiOFFICE TEACHING KITCHENitc. ,, \ \\� i r IN \ \. N107C I 3/4" CD DN . • \ n314"CDD �. .4::',. _ VAV \�-. � RSIRD :, F° � � . /, a N14 \ � i,, RI " (Di EQMT � yl ` \.. �� ►.' ./.• *.:i 314 CD RD UP I N110C / � . /,' " OFFICE ELEc RS/RD UP 314" Cf c:.'- FD • ,fl�' A105 I / / . ►v 3" HWS �\ ` N1o9 I 1 112" HWS 3" HWR ,0 VAV VAUL / / ,-. ♦ CORR l 1" R '� 1 112" HWR �� N101B 1" RSIRD VAV N13 A1101 / N3 2 FE? ' / � 4" RADON PIPE DOWN �' SPRINKLER RIS 7,..1 ,. / / % Rl^ \ `. � I% '' I N110B ` 6 VAV / / 4" RADON PIPE / i / , �_ N2 AI*/ , ' .` 1% MIN SLOPE DOWN .OFFICE % .;14" RADON PIPE UP / �n) r li I N110A 1 . , 1 - . , —_. . . // , I j . 31 HWS /\ / 44) 0.____-1`,.. H `L / S� , . \ / �� ' \� 1 11 Ii I CUSTODIAL / 4' --- h'- O RD /�C� • RS/RD / I / • 314"C " VAV ` \ // ELEV 01 III — Ni ,�, EL a1-1 / ii 1 C yQ \ / / \ REVISIONS DATE • ( IN4c-'' - \ RS/RD UP / N / --,. - � / � COOLERj21 A' l — G ' W108H / = - 3" HWR �` \ /�y S E / _ !-----r1 �/ t.; E2 . 3" HWS © / [ I 1 2112" HWS / $ a. I i 2112" HWR _ ---- (UP TO RTU-1) i / -, CA — — — — — - - - - —1 1 — ti —' 4 . -- m - — TIGARD TUALATIN SCHOOL DISTRICT I � � 2" HWS TIGARD HIGH ,,. .., ' � _-- � �� -� � � .: .. ,, ,.: ,: Ill T 2" HWS i � , 1 r, , . _i o_., 17 ......... , . ,_ ._ ___ SCHOOL r MODERNIZATION I : =i_____. I , 1-_m H (UP TO RTU-3) 11 r J I 9°191°G 000 SW DURHAM RD. �� _ _ � _� ��.._ TIGARD, OR. 97224 r .- r JOB NO: 16992.00 4"RADON PIPE DOWN ISSUE DATE: 06/19/2018 f 1. 4"RADON PIPE UPI , .. Jurisdiction Stamp Area III r RF ! M , ) .. w I 4" RADON PIPE 1% MIN SLOPE DOWN CC - — — -- — ell I HYDRONIC PIPING MATCHLINE: SEE 1 1 M4.25 i MAIN LEVEL - AREA w N2 PROJECT NORTH N TRUE ' V �-c �' NORTH C MAIN FLOOR - FLOOR PLAN - HYDRONIC PIPING- AREA N2 w M4 . 14 0SCALE: 1/8"= 1'-0" 118" = 1'-0" . . . . ■ ■ ■ ■ ■ ■ ■ _ — , 0 8'-0" 16'-0" 24'-0" 32'-0" NA �N7� �N9 NB -- „ ., .. . / / C3 .,. ,., . .,, : .., ,,, ,.,,, - ,, C4 / C8 / .: bas9tfi/„,_, \ I I I ....„ +.., \ ! i / N8 721 NW 9TH Ave, Suite 350 • \ .. I / Portland Oregon 97209 ,\cam ,.' ~ ! T (206) 340 9500 F (206) 340 9519 4” RADON PIPE UP ` \N.*• / �� \NC) E iN 11 �� \ \ / �� CIVIL ENGINEER & LANDSCAPE \ �i,/� I I / \ \ I / Cardno 6720 SW Macadam Ave Suite 200, v' '11 / �� Portland, OR 97219 �. VAV / T(503)-419-2500 ..\ 414W N31 $Q' CLASSROOM �;a�` IN 1 O) ND \ / N202 - STRUCTURAL ENGINEER 1 1I2" HWR - ,,. , ` I k / : / \ / �, Catena Engineers i / 1500 NE Irving St., Suite 412 1 112' HWS \� �\ \\ \ Portland, OR 97232 j ...7 y \ / T(503)-467-4980 C2 1" RSI' RD \ I ? \ 1 112" HWR I1N'''''''' MECHANICAL ELECTRICAL & --- RS/RD UP RD UP p\ - PLUMBING ENGINEER - RD UP ,4e,r• �'.. RS/RD UP % ; \' 1 1/2" HWS ,c �' \� �\ Glumac RD UP �' �, \ 900 SW Fifth Ave., Suite 1600 VAVN. Portland, OR 97204 FCU . RS/RD UP ` 12 N32 I I / T(503)-227-5280 1./ 7 / Q CLASSROOM \ / "\ W'15 N2o1 / IN 13 FOOD SERVICE CONSULTANT VAV I �' \ Webb Foodservice Design B ,, . j. \` .. 314 C ` N3� I. VAV / 3700 SE Lafayette Ct. RD Ry N33 Portland, OR 97202 r\--1( RS/RD RS/RD • �. \. +� T(503) 236 8566 \,, LEC �, / / \ ` / / �a, ACOUSTIC & AV CONSULTANT UPPER COMMONS � � / �� N200C �, .,_ The Greenbusch Group FCU / �: 13 ( �� ! 1900 W. Nickerson St., Suite 201 N,IPN ; , ixSHEET NOTES T 206-378-0569 Seattle,WA 119 / ` / �• . A. PROVIDE ALL MATERIALS AND EQUIPMENT AND 314" CD DN - . z . � \ I % `�_- / / :1'il PERFORM ALL LABOR REQUIRED TO INSTALL COST CONSULTANT TO FLOOR SINK / > r'/ COMPLETE AND OPERABLE PIPING SYSTEMS AS A _ Construction Focus /`� - ' � \ —. a /.. i INDICATED ON THE DRAWINGS, AS SPECIFIED AND i 740 Almaden St. ��—,' � <-,� �'. / A / REQUIRED BY CODE. Eugene, OR 97402 j '; / B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, T 541-686-2031 �i / �� UNIONS, TRAPS, FLANGES, AND OTHER APPURTENANCES REQUIRING ACCESS ARE \ • ,r, ACCESSIBLE. ,' ., /'( / �. / C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE EXPIRES: 12/31/19 REMAINS IN SERVICE WHEN EQUIPMENT OR / � � '% ,'',.:13:- .'10:61,'.4.-\ / \ PIPING ON EQUIPMENT SIDE OF VALVE !S (9\ P Off / ,a1R �/ /;- \ REMOVED. r t Nf��y _ _ _____ .._ —I -. �. — — I� l D. ALL BALANCING VALVES AND BUTTERFLY VALVES f --r — — — — % SHALL BE PROVIDED WITH POSITION INDICATORS _ ,/ N C 1 AND MAXIMUM ADJUSTABLE STOPS (MEMORY 1' STOPS). O GON E. ALL PIPING SHALL$E COORDINATED WITH ALL QoFR :5C‘Yk:"1.9C'C' �,/ TRADES INVOLVED. OFFSETS IN PIPING AROUND `�/ i VAV OBSTRUCTIONSSHALLBEPROVIDEDATNOSy�� M / I, N34 ADDITIONAL COST TO THE OWNER. :' / F. PIPING BRANCH SIZE SHALL MATCH VAV BOX I / REHEAT CONNECTION SIZE U.O.N. (MUAr _ ! /./ 1 i / I '1 RTU ! --- / I 2" HWS DNS /; , / I ! 2" HWR DN-J' I ". ;/' i / � / i \ , , it � -- - ' - I _-. —I �_ .�- _ 1 I � Cc - -- I a _ _. KEYED NOTES op , : I / iI I I / / / / ! [ . / 7 I , /k 7 , ., , ,, / , •„ . ' . I // i I I I / I I � /7 ' / \-- „_ I ' , . 1 / . - I � I / k as . , ____ 7 /.1 ,CD imln " , .,, t ' / '* \ REVISIONS DATE DOUBLE HEIGHT SPACE I / I I • E / r_r_______ N , 4 / k M4.13 jN I _ � _ I / I / 1 1 _ i �1 SI El 1 E2 1 ! k • S2 CE — --- — — - I_ . _. -- i 11 1 ' I TIGARD TUALATIN SCHOOL DISTRICT i .„ TIGARD HIGH . , , . , , • . k SCHOOL , • I , ,, , . c. - of MODERNIZATION ! II I I I 11 ii I 1 , , 9000 SW DURHAM RD. TIGARD: OR. 97224 i JOB NO: 16992.00 1----- '`, _ ' 0 I ! ISSUE DATE: 06/19/2018 `� — — — Jurisdiction Stamp Area , I 0 0 R =h 4= = = .=- =.1- ,1 1 , ID -- ,I4 4IMIII IMP u .-+ a .i _.ice � IIII MI j ' d ► 1 J r I , HYDRONIC PIPING M5.01 I 11 I H I— UPPER LEVEL - , cH) 11 UJ co AREA N1 9___16 14 1341111 PROJECT NORTH N TRUE ' V ~ I I\ NORTH fA\I VP f:t UJ M4 . 15 1/8" = I'-0" a. UPPER LEVEL - FLOOR PLAN - HYDRONIC PIPING- AREA N1 0 SCALE: 118" = 1'-0" 0 8'-0" 16'- 0" 24'-0" 32'-0" 1 ___ L. 1 _ s ,. asse i architects � N1 NB , NP \\ 721 NW 9TH Ave, Suite 350 SHEETPortland, Oregon 97209 NOTES T (206) 340 9500 F (206) 340 9519 / A, PROVIDE ALL MATERIALS AND EQUIPMENT AND / PERFORM ALL LABOR REQUIRED TO INSTALL • \ % COMPLETE AND OPERABLE PIPING SYSTEMS AS .#/ii \ INDICATED ON THE DRAWINGS, AS SPECIFIED AND CIVIL ENGINEER & LANDSCAPE /4*~? ;" REQUIRED BY CODE. 4' � \ B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, C21rdn0 1 ^ti,� ' \ UNIONS, TRAPS, FLANGES, AND OTHER 0. -, / APPURTENANCES REQUIRING ACCESS ARE 6Portland,720 SW Macadam Ave Suite 200, ~\ \ \` ' ACCESSIBLE. T{503}-4�25001 Pte` ,:s)-\,,,,„\`�d. / �� C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE �' REMAINS IN SERVICE WHEN EQUIPMENT OR STRUCTURAL ENGINEER / 4 `. PIPING ON EQUIPMENT SIDE OF VALVE IS / Catena Engineers /: ` , \ REMOVED. /C.,---,.:'-, o \ D. ALL BALANCING VALVES AND BUTTERFLY VALVES 1500 NE Irving 5t., Suite 412 Portland, 9-R 97232 \ SHALL BE PROVIDED WITH POSITION INDICATORS T(503)-4674980 r��_ �` r y . 14,-,"-::::`;: f / AND MAXIMUM ADJUSTABLE STOPS {MEMORY /:,..,, ,,,,:=-2:1,:,;1::: ::',', ,_ �y • �� / / E. ALOP PIPING SHALL BE COORDINATED WITH ALL MECHANICAL ELECTRICAL & 4111) ,` / TRADES INVOLVED. OFFSETS IN PIPING AROUND PLUMBING ENGINEER 1': �� . �// % \ OBSTRUCTIONS SHALL BE PROVIDED AT NO Glumac A ADDITIONAL COST TO THE OWNER. / \ 900 SW Fifth Ave., Suite 1600 1 �° ' ,\ N CJ F. PIPING BRANCH SIZE SHALL MATCH VAV BOX Portland, OR 97204 STAIR 2 I REHEAT CONNECTION SIZE U.O.N. 1 `. I ST02-2 I \ / T(503)-227-5280 : = CLASSROOM \:-:�.. \ / FOOD SERVICE CONSULTANT N207 \ N2 Webb Food SE Lafayette c ice Design \ / Portland, OR 97202 'i/ / \� // T(503)-236-8566 �• // ACOUSTIC & AV CONSULTANT �`��VIDE 3-WAY ""...:-..,...N„ / \ The Greenbusch Group 1 N E VAL f` ` '� VAV \ 1900 W. Nickerson St., Suite 201 , i• - N27 \ ' - -1-.e'''i \ • \� 1 KEYED NOTES ® T206-378-0569Seattle,WA 98119 FLEX/MTG ) ' .� �. N6 d ;' �` / \ COST CONSULTANT a N209A �, PROVID'3 WAY ki � VALV CLASSROOM �` \ \ / Construction Focus N206 \ 0 Almaden St. / VAV t. \ , / Eugene, OR 97402 N26 �\,\.,. �\.. \ / T 541-686-2031 7r � ,1 I VAV . . r. ' N26 �, y A /' �� N. / jii �/ / 1 114" HWS `� EXPIRES: 12/31/19 / .. , \CLASSRoom 1 114"HWR VAV / / �� ,P��Ffff/ \ N209If ''s / ,. • N28 % / \ w � EF15 y .,, .. .' / 4... , l/ \ PROVIDE 3-WAY 4. . `y ,o;t/ 4% v �&E-R -5ti.I 1, �`� VALVE \ \ • \ , \ \ / S NSG ti / � �� CLASSROOM � �-� � `�`�� Uq M. C / tAesI N205 i / / /„., A ''-4P-,f �T�4SSROOM / / / �\• . . N210 /_ VAV ) / `, \� rR � VAV �\ N29 , . / \ � };� 1 ° CLASROOM . -„ / \ \\ \\ z ` _ •'•• •• % N204 / 4111, • VAV �` .� ; 1. „ ;,.,, .- ... / \ VAV / , -' RD UP&DN ` / N30 RS/RD UP& DN - C•'R - ,qt, • _ / -....,,,,... ,, f t �� % CLASSROOM .��- rl-. VAV�� / `y° .. 1 i t ' 211 I N22 / liq \VIP ,-.:; \ \ . � \ / �� CLASSROOM , ,' \ /-4” RADON PIPE UP N203 / WV) _ - , -. 1111,410• . •'-x,, /.v �iy OYS / �. If212 i � -'/ 7: C(1/ . \ NNNsilN% NNINN / ' h �. FD VAV �,� 1 112" HWR c,i./ _ �� ( i\ • ` N36 1 112" HW5 .. /` - / / ' REVISIONS DATE ✓' \.� 4 IRLS \' �� CI., 213 ` 1" RS/R a \` • \ `� RS/RD UP R RD UP N �:. Ei RD UP RS/RD UP Ed r yakN2�4 ., / • `\\ �' ,, FCU ;/'i RS/RD UP t RD UP j_alN1 \ //' \ 12 / i / S1 El // � 3/4 CD / ;/ E2 I: - RD . .. R/ ,•`\j /__ -\ - " RSIRD /. RS/RD / / / , .. . • --- \ LEC S2 .. _ . _ !\ FCU i 1 ;' 13 TIGARD TUALATIN SCHOOL DISTRICT / • 314" CDDN TIGARD HIGH RTU \ 1 ) - ' '- - - - TO FLOOR SINK / . . _ , SCHOOL . . , . I4_ . , , ' F MODERNIZATION . .. ., .,,, __ r . , , , , .. I .:I9000 SW DURHAM RD. ` TIGARD, OR. 97224 JOB NO: 16992.00 1 ISSUE DATE: 06/19/2018 IJurisdiction Stamp Area I , I <MUA> > I 1 RTU 't HYDRONIC PIPING 1 Iw UPPER LEVEL - 'J cn AREA N2 I PROJECT NORTH � � TRUE N Ai ~ �� NORTH Mr /1Ct „ , „ w M4 . 16 UPPER LEVEL - FLOOR PLAN - HYDRONIC PIPING- AREA N2 118 - 1 = CL 0 . . . . MI N SCALE: 118" = 1'-0" 0 . ■ ■ I. =8'-0" 16' MEN 0" 24'-0" 32'-0" N .,....„ ., „ . . . / , .. / --.-.-- -. •• bassetti -, . _. .. architects „ ---. . . . N8 , ' . --. . •, ., , „. ... :- . ----. , -. 721 NW 9TH Ave, Suite 350 ., '- -, . . . . '.. ., . ' Portland, Oregon 97209 / - . / T (206) 340 9500 F (206) 340 9519 ''' -.,,. / ,. ,: , . , _ ,,. / ,. -:-, , *I:b / ' -:.----, -.... '-----_, -.:. / ,--- ---,, / -- . ,,,, -.›... . / N 11) CML ENGINEER & LANDSCAPE \ . ' - -.. ,... ,./ -. - . / .. ., Cardno / „_. --:,,,,, 6720 SW Macadam Ave Suite 200, 40 , . -. / -, -•,. _41 / --,' • / Portland, OR 97219 / /-- ---:•\ . I(503)-419-2500 / •••..., ---:..1. N 1 0) .. f. --,„.,,- --,,, -,.. „., , . - ---, ' STRUCTURAL ENGINEER / ,-:. / ,, -, , \11:), - .i'-- / '',.„. . - ,,' Catena Engineers - -, ,,,, / , 1500 NE Irving St., Suite 412 /7/ / / „„. ., --,. .. . / . . , .,.., TPo(5rtola3n)d4,60717499870232 .... \, . •„ / 7 ,,' / / -. - - • / /' / / ,,_ -,-... \ - - --.„ -. •--., ,. / / ,... / MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac / • / , ,, ,, , / / / /ii / / , ., / 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 • /4': / . .. .. . T(503)-227-5280 / / / / • / / / • / / -, .„. / ,---- ----, FOOD SERVICE CONSULTANT / / / ---, / .. --- . . .., / N 1 a Webb Foodservice Design 1 .. , / / 7 / / . -,:.' '--- \ ---„ / „, ,. k,z, . \,., „./ 3700 SE Lafayette Ct. Portland, OR 97202 / --, ':•••,„..,. ''''--..., T(503)-236-8566 N E / / ... --- .., / ACOUSTIC & AV CONSULTANT The Greenbusch Group / / \, / ./ / . -, ,. 1900 W. Nickerson St.. Suite 201 ,/ I .• Seattle, WA 98119 .,. , / . T 206-378-0569 . • ''''''''''--•''.''"--,. / .. \ i - / - / --.... / / '- --. i • . Ti Nii! /1 ''''' : / / / / --: COST CONSULTANT ---, / // . / 7C4o0nAsoltraudcetniosnt. Focus CA . .. -,_ __ . _ ... _____,.,..__ .._ — --.— / 7:// ____ .. -...„..„ — ..,..„,„,„ / . . -- , . ,4,,17. . , . TE u5g4ei n_6e 8, 60_13203917402 I . \, y \ / / , / , , / i • 4/ . . I' . / \ / 0 PRO / /1/ ..,. , ' ,,,c-si N E•(-- '_,,l; r--- / '--, -r-- - // CB . 0 _ _ i 0_ 7- / ,, / - - ..., . A/ ,a ., OREGON „„ • . I ,___ --. 7 GI . .• _ . _ 1: C3 , , , .., . . . _. Gen. , , . ,_ _ ,, 8- ,. ,,,,„/ „„7 i / q-4/siER .3N:13) p ,.., 44 m. cek , , , /; ,„ , 1 , 4” RADON PIPE - - . . / r-- '- I 11 / ... / ' ///),/ / . DISCHARGE LOCATION I 1 ; .1 • / I 1 1 • ' I ; 1 '' ''--';,'.---T'1"'"- I/ , . , . ' ''"+..- ////af . ,.."'%,•• .,,: _- .:,,,:: ,„,,,,„,.,<,,,,„..., ---... i \ , I. Ill \17—wMAINTAIN 10' FROM OPERABLE I I: f GO 0 , , -. 1--,:;-. J /1 / I WS OR OUTSIDE AIR INTAKES ' •;,;: . - , -. a // / I ._ 1 ,.. , . . .% ,,...:-„- ,. / • / II 7 al til-,- / I , , . / ///( / . , -,. 1 . ! . : / - -. --_, „„ . ',..-„-, . , .'-`/-- — N '4.4. ----467.....4,41: / . , . . . . . . , .. . ' . / - --__ - l', , / . LY;i__ IN 7_, \ / i 1 / I '1 I I 7 - :: ,, / ,:: / / 1 / • i 1 / / , ,! (RTU • , IH / 3 : / M / N {-g . 1 0 / / --- - ., - - - - OM 441 nal mIlo 1MP. li / 1.„____ .' - / .„ :,' .....'/I / / . 1 , , , . 7111 ' , 1 : . , , i___ 1: _ _A_ 1 1 , I ____. . „ . . , . . a a . . . . ___,_/_ /__ _ III' 1 _ . . • L__ 1 7 /!1- --H . / 7--L • . ANt REVISIONS DATE 1 , . ir t __H • , . . ! ' ; 1 • , ' . ; ! /, - --- — , . / . . .. ._...._1. _ I iI / // / (251 I ' i I ' N 8 • , , , 1 1 . 1 I / SI El E2 . 1 • 1 ,_____ . .,_._. , . I , n H 1 I S2 — I — . 0 — — — 11-4-4--1 . 7 , , I_ ,_ i TIGARD TUALATIN SCHOOL DISTRICT I ( C7U ) , 1k 1. .. .L:1 1 j -4- .--' . r:.. __1-_-__ I TIGARD HIGH 1 , , --. i I 1 1 1 SCHOOL r_ 1,i, V ; I LA i I MODERNIZATION 1 [ I 1' - . __ ___- -r- ----. . . ... __________________ ._. . . ____ ______ ..._ ._._ . _. _______ . . . i 1 I i :/ __ 9000 SW DURHAM RD. i ' 1 • I TIGARD, OR. 97224. . I , If i JOB NO: 16992.00 • , ISSUE DATE: 06/19/2018 F) I 4"RADON PIPE DISCHARGE LOCATION , l'' .,/: ,.: [ i. _' LI I Jurisdiction Stamp Area I I / 1 I ri I I , • ' I , I i . L II. IMI 11 I , 1=1.110 ii 1111111 i . il. IMI \ . . / • / 171?-'i 1 0 li 4 .... MO 4b 1=, 4Mi . IMb le . IMIIINIMP . . 11 IMIIIIIII 4•1111111 'r — — _ 1 1 i J — MO OMEN= 4Mb 41 MENJ ,1lb IMb aili IMO l=ii . IIIMI R — --- IOW / =10 1=11 .IMI. IMP IMI MATCHLINE: SEE 1 / M4.27 . .._ _ _ `, ,' i 1 MATCHLINE: SEE 1 / M4.33 11 , I : . , 1 . - i HYDRONIC PIPING AI ,_ ....- ______._ . 1 , M5.01 I9.--A • ., I .. MAINTAIN 10' FROM OPERABLE ; i I 1 1 ROOF PLAN - AREA • • LJJ WINDOWS OR OUTSIDE AIR INTAKES ir----4,m-:-_--AI; 1 I I I 1 -------a-----HI; I CO N1 ,--,----. r- , PROJECT NORTH IN TRUE i. I (S12) (S1(S1 4) 14 1 3 4111 I' NORTH M4 . 17 I UJ 1/8" = 1'-0" CL ROOF - FLOOR PLAN HYDRONIC PIPING- AREA N1 • • • • — — immi • • • • _I m E0 SCALE: 1/8" = 1-0" 0 8 -0" 16'-0'' 24'-0'' 32'-0" NA _ N11 (-- �- N / bassetti ,, . . 1 / architects / / 721 NW 9TH Ave, Suite 350 N4 Portland, Oregon 97209 / T (206) 340 9500 F (206) 340 9519 / / I ��:, / / CIVIL ENGINEER & LANDSCAPE Cardno 4 / / 6720 SW0Macadam Ave Suite 200, \ \,:110 , . . , �� \ / T(503)4 9 2919 \ - STRUCTURAL ENGINEER \ \ Catena Engineers • ,• //\ / N6 1500 NE Irving St., Suite 412 \ \ Portland, OR 97232 _ T(503)�67�980 l / .. ND 1 \� \ N2 //I MECHANICAL ELECTRICAL & �\ / / \ / \/ / PLUMBING ENGINEER �/ ' / / Glumac 900 SW Fifth Ave., Suite 1600 ; � \ \ $ / Portland,OR A97204 \ �/ T(503)-227-5280 NE \ FOOD SERVICE CONSULTANT \ - .' Webb Foodservice Design / \,1 , ' , . / .' 3700 SE Lafayette Ct. %/ Portland,OR 97202 T(503)-236-8566 /4°P ? / ._ / ACOUSTIC &AV CONSULTANT /�/' \ / / '/ The Greenbusch Group ! / // , 1900 W. Nickerson St., Suite 201 ` \ / / Seattle,WA 98119 •\^-• / T 206-378-0569 / \\ \ / / /,. i COST CONSULTANT / \' / -\ �; Construction Focus T 740 Almaden St / \ ;/ Eugene, OR 97402 \ % V �� T 541-686-2031 / --. ,_ \ \ - \ / . \ EXPIRES: 12/31/19 \\ I\ :� i1IP\ Nee 'f/b -,,, ,, ., . ''' MI6 et:* / N7\ CU , ,/ -, NiEit-R 51f \') ( 6 ) - , N7 y04 M. c�� _ CU \ \ „., :,_.,.,,,,,,_,.:1,1 '-'-''''''`-- ,,,,, •-,.. --.. . • / .- 1 ` CU / .. ( 18 ._ - _ 4”RADON PIPE )0° i / � r �� ` DISCHARGE LOCATION ,_,\ . / \ • V ' \ _ MAINTAIN 10' FROM OPERABLE �� ``� / / „, WINDOWS OR OUTSIDE AIR INTAKES r / --, '''',„..,. / / \* - ,. 1 / ,\\--,,,,, / . . .'ll / * `\ \ . / I ,,/,'.\, / / CU \/\ 19 / \ 4\ /-'� • ' 0 A, REVISIONS DATE y (RTUi � N CO \\ - . \ i_alN/ \/ I / S1 E1 E2 IC _ . / - _- ____T_. ' / TIGARD TUALATIN SCHOOL DISTRICT 1yl I I �, TIGARD HIGH cB(----- _ ; _ _ _ I - _ o- SCHOOL \\ \ - , .. _ . , \ . ,, . MODERNIZATION 1 . „ ,,, , , ,, MUA) 1, ; , ++-- / 4"RADON PIPE II ' I DISCHARGE LOCATION 9000 SW DURHAM RD. TsdictionIGARD, OR.Stamp97224Areafill:1 MAINTAIN 10' FROM OPERABLE JOB NO: 16992.00 v r WINDOWS OR OUTSIDE AIR INTAKES ISSUE DATE: 06/19/2018 1 I Juri i �,, CC -- ---- - — ,: , 1 - 1 RTU 3 HYDRONIC PIPING N . ,_ .. .. I Ei ,_,I . ir i . Iffilt - - - - - - - - - _ ,.. - - - - - - - - - - - - - - - - - - - � _ ..� .- ..._ - - - ,..� _ .. . _ w ROOF PLAN - AREA MATCHLINE: SEE 1 1 M4.27 N2 I PROJECT NORTH N TRUE ,„,„,...411I-- IROOF � NORTH �,�- FLOOR PLAN - HYDRONIC PIPING- AREA N2 ►� CK 0 2 w M4. 18 SCALE: 1/8"= 1'-0" '118'• = 11-0" 0 8'-0" 16'-0" 24'-0" 32'-0" bassett! architects SHEET NOTES A. PROVIDE ALL MATERIALS AND EQUIPMENT AND C C \ c G 7 A. O �7 PERFORM ALL LABOR REQUIRED TO INSTALL 721 NW 9TH Ave, Suite 350 SL �7 S S4 SJ SV �S l� S7. 1 ,SC7 ,S9 9.2 (S 1 O) COMPLETE AND OPERABLE PIPING SYSTEMS AS Portland, Oregon 97209 S 1 \\ \ \ �� INDICATED ON THE DRAWINGS,AS SPECIFIED AND T (206) 340 9500 F (206) 340 9519 T REQUIRED BY CODE. B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, �' UNIONS, TRAPS, FLANGES, AND OTHER I , APPURTENANCES REQUIRING ACCESS ARE I ACCESSIBLE. CIVIL ENGINEER & LANDSCAPE i I C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE REMAINS IN SERVICE WHEN EQUIPMENT OR Cardno • PIPING ON EQUIPMENT SIDE OF VALVE IS 6720 SW Macadam Ave Suite 200. REMOVED. Portland, OR 97219 I D. ALL BALANCING VALVES AND BUTTERFLY VALVES T(503)-419-2500 I SHALL BE PROVIDED WITH POSITION INDICATORS AND MAXIMUM ADJUSTABLE STOPS (MEMORY STRUCTURAL ENGINEER STOPS), . E. ALL PIPING SHALL BE COORDINATED WITH ALL Catena Engineers TRADES INVOLVED. OFFSETS IN PIPING AROUND 150 Portland,E OR Irving .,SStSuite 412 OBSTRUCTIONS SHALL BE PROVIDED AT NO I ADDITIONAL COST TO THE OWNER. (503)-467-4980 F. PIPING BRANCH SIZE SHALL MATCH VAV BOX REHEAT CONNECTION SIZE U.O.N. MECHANICAL ELECTRICAL & - - ..� — �. — — � � �M, .r �. .. ...� ... �... .O. ...�� ... � — � — � � � � .r. � .EO .� .10 �ED — � � �. .. 40. E — � — � — �� — — — — — — — � — � — PLUMBING ENGINEER Glumac a I 900 SW Fifth Ave., Suite 1600 I Portland, OR 97204 M5.01 T(503)-227-5280 . FOOD SERVICE CONSULTANT eDesign I A\ WebbFoodservice — — Lafayette 1 \ Portland, OR 97202 r ROOM I E ELEVATOR I • I - I W03B T(503)-236-8566 I I � _ � A 1 STAIR 04 W001ACOUSTIC & AV CONSULTANT III 8T04-1 ( EFECTRICAL_. _ �` I 1 - r - 1 wool • The Greenbusch Group RD U• 1900 W. Nickerson St., Suite 201 tI RS/RD U• RD UP Seattle,WA 98119 ! RS/RD U• . 314"CD T 206-378-0569 RD KEYED NOTES (#) COST CONSULTANT RD RS/RD Construction Focus RS/RD I 1 CONNECT CONDENSATE PIPE TO SINK TAIL PIECE. 740 Almaden St. I 314" CD 9 I Eu ene OR 97402 2 PROVIDE 3-WAY VALVE T 541-686-2031 314"CD `. - - ---1— SB I (VAV EXPIRES: 12/31/19 L11 OFFICE OFFICE w003 I ( w902 I \�� iPRO�Fff/b2, I ii ; i X • STORAGE �SyU4 M. Cr � 1 W003A I II 1 i I • I M5.02 M5.02 C- � � I-- - I o� -17 I LES13l4CoDNc PE TEACHERS TOILET W004B • i ©, VAV W004A W004C J� 1 J IISD il„ . . . .. , . -ff 1 i Cli[ La IC ,IE 1 Il lI/ i \ Ir I i r } \ i i.-- • SE 1 • --- a FOR MAIN I _ LEVEL REFER TO M4.25 �d y _ GIRLS LOCKERS '' 4" RADON PIPE UP/DOWN ,s. ! # rI woaa .� REVISIONS DATE 1 [o. . \ n [� �, s i 1 114" HWS xRv° 1 114" HWR / \ i TOILETS• 'Y°Ev I N VAV 0 \ L8 \ . _ I W� I N • N1 AUX GYM a _, SF — — — - -- I W005 - - �" ; _ s [ ]RR I rvg' I ' 4 El - . llip 1 1... )00A I : , E2 I• • VAV -�----,t ° I S2 III I L. . . •1 i 1.1 VAV _._ . -. • . ° ° I1 _. . I F TIGARD T ALATIN SCHOOL L DISTRI T . ,. , , _. I l ,;I ITIGARD I • • ;‘[...'' _,.., 1 , . . , . •,. , 1 -�• :._....• , __ _ SCHOOL - - _ , . , - - - S- MODERNIZATION ., , . . VAV\ . 4�! j I TEAM LOCKER I ` V5-02 II!I I "—• ' I WOO4G I 9000 SW DURHAM RD. l 111TIGARD, OR. 97224 TEAMOCKE vL JOB NO: 16992.00 .. "IIW L'F �LI\CR 1.11 l' ! 1 L I WOO4H I W004J I "-` ISSUE DATE: 06/19/2018 SH IL',-� • \ Jurisdiction Stamp Area ....0 ' i ! UNIFORM STORAGE - „—; - W006 1 112" HWS i; __J 1 112" HWR � � i - _ � I i� CIIII � MATCHLINE: SEE 1 / M4,24 - - - - - - ammo, mom =moms am* _ _ ...... _ _ OMB =MEMO, _ - - MEMNON, - _ - ..MMED - .M .\ . - .. .. ..,.._ _ IMOOM - GEMMED - - MEM - - - ems — UMW - - GEMMED - GEMMED OMB =MUM - - - ,_ _ =EMEND _ _ - =mom= 4WD _.,._ _ HYDR4NICPIPI1J L11 LOWER LEVEL - AREA S1 N ti ~PROJECT NORTH TRUE LOWER LEVEL - FLOOR PLAN - HYDRONIC PIPING - AREA 1 0SCALE: 118"- 1_�" NORTH . Ct w M4 . 23 . ... --.lid 0 8'-0" 16'-0" 24'-0" 32'-0" 1 �., M5.02 M5.02 AP,. Ak SHEETNOTES KEYED NOTES asSe 1 1 I I I I A. PROVIDE ALL MATERIALS AND EQUIPMENT AND 1 CONNECT CONDENSATE PIPE TO SINK TAIL PIECE. architects TEAM LOCKER TEEM LOCKER f ( WOO4H PERFORM ALL LABOR REQUIRED TO INSTALL 2 PROVIDE SEISMIC"V" OR"U" PIPING LOOP SEISMIC I I I I W004J 1 COMPLETE AND OPERABLE PIPING SYSTEMS AS • I : : I I I INDICATED ON THE DRAWINGS, AS SPECIFIED AND JOINT. - ! • • I I REQUIRED BY CODE. 3 PROVIDE 3-WAY VALVES ': B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, 721 NW 9TH Ave Suite 350 UNIONS, TRAPS, FLANGES, AND OTHER Portland, Oregon 97209 ' • I , I - I - f I -- APPURTENANCES REQUIRING ACCESS ARE I k I 1 112^ HWS ACCESSIBLE. T (206) 340 9500 F (206) 340 9519 UNIFORM STORAGE I I I W006I `.. - C- ALL VALVES SHALL BE INSTALLED SO THAT VALVE 1 112" HWR I 7 •J _ L I REMAINS IN SERVICE WHEN EQUIPMENT OR ---� PIPING ON EQUIPMENT SIDE OF VALVE IS T - r.._ ENGINEER & LANDSCAPE ___ _. -. a - �` ._...-- _ --_- .�; I _ ' REMOVED. CIVIL EN ` i - .- _ r - ..,:..� �� 1. I " , _ - D. ALL BALANCING VALVES AND BUTTERFLY VALVES i T ', b .., , I f�i `� - 2,HW SHALL BE PROVIDED WITH POSITION INDICATORS Cardno J I WRAveSu1te 20 , .! ! _�__,w._�._._�-_�V 1_ , 4 1 ! I I LUJ 11 11 " �� 2" H VAV 1 ,:i _ l� 4 HWR �' AND MAXIMUM ADJUSTABLE STOPS (MEMORY 6720 SW Macadam A 0 r! -�� I 1 STOPS Portland, OR 97219 ' _ 1 114"HWS L5 ATCH�]NE SEE 1 X11]4 �3 E. ALL PIPING SHALL BE COORDINATED WITH ALL T(503)-419-2500 I ' STAIR 11 -)._ 13 • MEN '. MTRADES INVOLVED. OFFSETS IN PIPING AROUND e..�� w� w. � � � i � � � � i s � � �� i, � � � � �� r � � � � iris` I — II — � � � UM � NM v _ Q I II I OBSTRUCTIONS SHALL BE PROVIDED AT NO STRUCTURAL ENGINEER _;_,...-__I__ _ VAV I _ t � \ - -- �,. I �� ADDITIONAL COST TO THE OWNER. _ i VAV r► 'F. PIPING BRANCH SIZE SHALL MATCH VAV BOBS iT �' g I1w - ' ,—' { =----'- - - Catena Engineers ` € III i i _I ' ' P , L1 _. L3 �; I ' VAV �� . I . ,L�t - • I 1500 NE Irvin St., Suite 412 ' ] T� ` REHEAT CONNECTION SIZE U.O.N. f ] 1 \ L _ _ �� r ,. 1.�=1 _ T. Portland, OR 97232 o © 4 , ,�, V., r.,. r - j r i...; ; Ire [0 f T(503)-467-4980 ILLTA LOCKER MECHANICAL ELECTRICAL & ! _j , r j ., 1 314 CD DN I WOMEN I I PLUMBING ENGINEER •, Ir- 1' W013 Glumac TEAM LOCKER FD FD I FD I W007H I - r - Suite 1600 SL — _ -— - �- T -" - ! - la - __ _-- _ _— — 900 SW Fifth Ave., LI Portland, ] 1 �.._._ I �. i YS LO KLR •1�• ;._.�._.I_ I (503)-227-5280 __. . I ._.. _. T r W00�' t1 _�-1 I 314"CD -1 1 1 1 r t — L -- 314 CD UPS' STAIR 04 1 FOOD SERVICE CONSULTANT " sT 0 Webb Foodservice Design ' I� FD FD 04 1 i 3700 SE Lafayette Ct. II - ------ ---- PE WD07A RSI I . . T I r� T..- I I Portland, OR 97202 _ I T(503)-236-8566 T 1 I I- I - _ - -- - SHEET NOTES KEYED NOTES 4 1 A. PROVIDE ALL MATERIALS AND EQUIPMENT AND 1 CONNECT CONDENSATE PIPE TO SINK TAIL PIECE. 2 PROVIDE 3-WAY VALVE PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE PIPING SYSTEMS AS /72sse i INDICATED ON THE DRAWINGS,AS SPECIFIED AND f REQUIRED BY CODE. B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, architects UNIONS, TRAPS, FLANGES, AND OTHER APPURTENANCES REQUIRING ACCESS ARE ACCESBLE.• iI 0S3.2 S4 S5 S6 1 57 i7'1 S8 C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE 721 NW 9TH Ave Suite 350 S REMAINS IN SERVICE WHEN EQUIPMENT OR • T J Yi PIPING ON EQUIPMENT SIDE OF VALVE IS Portland, Oregon 97209 • REMOVED. T (206) 340 9500 F (206) 340 9519 I D. ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE PROVIDED WITH POSITION INDICATORS I I AND MAXIMUM ADJUSTABLE STOPS (MEMORY I STOPS). CORR -•- j E. ALL PIPING SHALL BE COORDINATED WITH ALL CIVIL ENGINEER & LANDSCAPE I ' 1 W101C I TRADES INVOLVED. OFFSETS IN PIPING AROUND Cardno OBSTRUCTIONS SHALL BE PROVIDED AT NO 6720 SW Macadam Ave Suite 200, ADDITIONAL COST TO THE OWNER. Portland, OR 97279 I I a. F. PIPING BRANCH SIZE SHALL MATCH VAV BOXI . T(503)-419-2500 i REHEAT CONNECTION SIZE U.O.N. ;>• STRUCTURAL ENGINEER If I Catena Engineers ' F I Suite 412 - 97232 (503)-467-4980 0 Portland, OR mi. _._..___ MATCHLINE: SEE 1 rM4.14 _ ,_ �- �- -- -- � VAV � �-�. � . � � � ,P..r..A■ � _ � �. � � � � �... � � � �� 1 � ' i�!� \ W4 / O 1 PLUMBING IHENGINEER ICAL & 1L! L alk I CORR i ii \__,.__/�S7� 57,1 S8 �S9 (S1 0) Glumac VHY 1 0.1101E I 900 SW Fifth Ave., Suite 1600 M5.01rilinjiW12 1 • 1 I Portland, OR 97204 i • \ 2 112" HWS UP j I I T(503)-227-5280 2I 7 1/2" HWR UP l I _ I t FOOD SERVICE CONSULTANT - - FCU ' I , g 2 I SUP TO RTU 4j - -- - - - _� - �' f r ._..I�- �� _ , SSA SA Webb Foodservice Design I 4 l .1 1" RS/RD \ 9 / i /� I ;: __ —__�I = 1 c SHEET NOTES KEYED NOTES c#> a © A. PROVIDE ALL MATERIALS AND EQUIPMENT AND 1 PROVIDE SEISMIC"V"OR"U" PIPING LOOP @ SEISMIC PERFORM ALL LABOR REQUIRED TO INSTALL JOINT. bassetti/ M5.02 M5.02 COMPLETE AND OPERABLE PIPING SYSTEMS AS INDICATED ON THE DRAWINGS,AS SPECIFIED AND 2 PIPING ROUTES EXTERIOR, PROVIDE HEAT TRACE. � REQUIRED BY CODE. 3 PIPING SHALL ROUTE IN CEILING SPACE OF NEW architects I B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, ADDITION, PENETRATE SIDE WALL TO EXTERIOR AND UNIONS, TRAPS, FLANGES, AND OTHER . i I 1 I i APPURTENANCES REQUIRING ACCESS ARE THEN DROP INTO EXISTING CEILING. ACCESSIBLE. 4 PROVIDE 3-WAY VALVE i I C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE REMAINS IN SERVICE WHEN EQUIPMENT OR 721 NW 9TH Ave, Suite 350 I 4" HWS ` I PIPING ON EQUIPMENT SIDE OF VALVE IS Portland, Oregon 97209 •TAIR 08 4" HWR STAIR 11$ STOR. REMOVED. T (206) 340 9500 F (206) 340 9519 • I I I I ! iI TOS 1 TOILIT W203 -. ST 10-Z W2Q2B D. ALL BALANCING VALVES AND BUTTERFLY VALVES 1 ` I I I II I SHALL BE PROVIDED WITH POSITION INDICATORS AND MAXIMUM ADJUSTABLE STOPS (MEMORY • - I ° �_�.--I_ � r� ' I : - _ _—:: I OPS). 1 Lr, - . - - --�-- ._- -- -- :. ._-_. ..._ _:: ... _ I CIVIL ENGINEER & LANDSCAPE ST - �— E. ALLPIPING SHALL BE COORDINATED WITH ALL __ - -_ — -- I I-I< I .. : TRADES INVOLVED- OFFSETS IN PIPING AROUND Cardno OBSTRUCTIONS SHALL BE PROVIDED AT NO 6720 SW Macadam Ave Suite 200, EXTERIOR BALCONY MATCHLINE: SEE 2 / M4.25 I ST0 1:A7 , GI ; VAV I I ADDITIONAL COST TO THE OWNER. Portland, OR 97219 I I I S2 _ ; I W1 ® F. PIPING BRANCH SIZE SHALL MATCH VAV BOX T(503)-419-2500 I I _ _ I REHEAT CONNECTION SIZE U.O.N. II, �w w �w w �� w =WIMP OM �. w w ws w �r rrr ! � nW�j204 `D w � fw` � w �� w � i �r � � � � � � � � � � � � � war +_ �s i � � 1 � � ii I `' € I STRUCTURAL ENGINEER ......,..._. — ._ - _— . — L, ... .1. ..I�w. ..rrr.r ... �r .r ,Il. 1 I Q o Catena Engineers 1500 NE Irving St., Suite 412 ¢� l�I� I • ° i - - - 1 I r°1 n a'T 0 T(503)-467-4980 kini Portland, OR 97232 iil Fri ri: II J WRESTLING w, MECHANICAL ELECTRICAL & I CORRIDOR S208 ' (UP TO RTU 1a) I w2tJ I f I PLUMBING ENGINEER . S208A I 1 114" HWS UP I GlumaC 1 114" HWR UP ! • I 900 SW Fifth Ave., Suite 1600 I S L - - 'II: - - - - Portland. OR 97204 al I �� T(503)-227-5280 rillrj • FOOD SERVICE CONSULTANT i I _. — _ , ! '' I Webb Foodservice Design 3700 SE Lafayette Ct. I 314 C STAIR 05 Portland, OR 97202 314"CD DN • IDF -:-----"--------17 – = r STQ422 I i I T(503)-236-8566 4" RADON PIPE UP 5210 I 1 1I4" HWS UP _._ ACOUSTIC &AV CONSULTANT S1 1 114" HWR UP ' I 4" RADON PIPE (UP TO OSU 2) VAV VAV The Greenbusch Group 0 I I I 1%MIN SLOPE DOWN I (VAV) A3 I A4 1900 W. Nickerson St., Suite 201 I • I Seattle,WA 98119 I .. r T-- � I _... -I • - - y T 206 378-0569 0 vAv�. .r.I -1 _ - t - L - _ I—I. I COST CONSULTANT ' I I COMPUTER GRAPHICS \S18 , � 1 A — Z7FIICE s207 - — — - �0 2A �. I �� t II Construction Focus I j , I I I 740 Almaden St. 1 i' ' \_ / n _ I Eugene, OR 97402 1 ., = 1-611 \ 4 HWn T 541-686-2031 I HWS _ _ I _ ___ �- 4" ,I _-.-.—.__ -rt. i I AINTIN � I :, t 1 I �I RD UP % .I S201 j DRAW ' I I I •i I i 601 ' 9 I � �' _ - 520, _ I --- - --. /31 .,C:r-K I EXPIRES: i2 1 ROOFFc. Zfi .I FLUES TO I I I – FROM BELOW r i I S�<,,,* N�F.p �� II .: I �. 8" HWR ON VAV 2" HWS UP ._ VAV 90 l 11 -1jj $" MWS DN S17 '��n�. $i%:� !! 2.. 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I CLASSROOM COMPUTER SCIENCE I I I I CLASSROOM — I I S205 I S203 .r I � - tie- 5204 Il',,„.)1 r I SSP - - — — — — — — — — — — -- - — — — I h 111 I1 ii ii I �_} I I I I I .-I e - ... _ _ _ Vii. I I I I ; !i 1 I I I I i ; 1 I I I ; SCJ 9.2 (S 10) (S 11) 512) ; I / \ REVISIONS DATE I I I I I N2 N1 L _ I I I l I ! S1 E1 i E2 I I I I lI � II ilir 7 I I I TIGARD TUALATIN SCHOOL DISTRICT I , TIGARD HIGH I I I ! i SCHOOL MODERNIZATION I I I I 1 , I I 9000 SW DURHAM RDTIGARD, . . 97 4 I JOB NO: 16992.00 ! I ISSUE DATE: 06/19/2018 I I f I I Jurisdiction Stamp Area I I I I I I HYDRONIC PIPING 2, S3 S3.2 S4 S5 VSs @ ) iVSs I— UPPER LEVEL - n AREA S2 PROJECT NORTH N TRUE ' �- � NORTH MOP ��,� - � w M4.26 UPPER AUX - FLOOR PLAN - MECHANICAL PIPING - AREA S2 ��$" = l'-0"SCALE: 118" = 1'M"0 . . . .■ ■ ■ CL II ■ III III 0 8'-0" 16'-0" 24'-0" 32'-0" 1 , C 1 1 bassetti I architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 S1 S2 S353 2 S4 SrJ S6 S7 S �S8 1 S10) CardnoNGINEER & LANDSCAPE �� T �� 6720 SW Macadam Ave Suite 200, 1 i I Portland, OR 19 T(503)-419-2500 I i i I I � I I I I STRUCTURAL ENGINEER ' Catena Engineers I� 1500 NE Irving St, Suite 412 1 Portland, OR 97232 �' I f T(503)-467-4980 I r I I i MECHANICALPLUMBING ELECTRICALENGINEER & ; I Glumac I I I I 900 SW Fifth Ave., Suite 1600 ` Portland,OR 97204 '� — I, --L J _' (RTU\ I .. T(503)-227-5280 _ �� d . lc— ._. __ -- - - �..� _�. ; . , , , .,��-..�-�.r..r � � � � 1 m. � p � � � � � FOOD SERVICE CONSULTANT _ I - _ _ ._ _._T Webb Foodservice Design I _._. I I r rd; . �� - - _ — _ MATCHLINE: SEE 1 1 M4.18 --_ - I 9 IAlk 3700 SE Lafayette Ct. Portland,OR 97202 M5.01 , i 1 T(503)-236-8566 i I - ----fi I ACOUSTIC &AV CONSULTANT ,— The Greenbusch Group ' lir— i a-- 1 1900 W. Nickerson St., Suite 01 l-, Seattle,WA 98119 I i1, i i T 206-378-0569 ii / __ � .�� I I I , CU . I 1 COST CONSULTANT , 41 I \ 2 / 77 I Construction Focus , L iI 740 Almaden St. j I 1 Eugene,0R 97402 I I I i I I E I T 541-686-2031 IMIRES: 12/31/19 1 I r L i vC,C��aG I N E-4, � I M + 1 ' SB — — - - -- - - I , :48E-R .5%,`P.'$' cu 0 cu1 1 \ 9 10 1 1 1 RTU ) I I � 9 ,' \ 4°RADON PIPE rLi / NDISCHARGE LOCATION KRTU> Z 1 I U 1 I — � r ak Qo � 1M5.02 i M5.02, 1 / \ I MAINTAIN 10 FROM OPERABLE = WINDOWS 0 a OUTSIDE AIR INTAKES I SD i /RTU\ \ 8 / 1 1 SE - --1_ MAINTAIN 10'FROM OPERABLE 1 — WINDOWS OR OUTSIDE AIR INTAKES " / # \ REVISIONS DATE --- 4 RADON PIPE � ^,y I I I I DISCHARGE LOCATION '-w 1 N I I N N1 -- r t 1 I1 t r t r E1 I I , 1 I E2 - - _ _ -,sF S2 I ) �- RTU \ TIGARD TUALATIN SCHOOL DISTRICT 1 TIGARD HIGH 1 1 SCHOOL . 1 MODERNIZATION I . l ...._ 9 . - - - - Ir A . t= 1_ - - - - SG 0 TIGARD, OR.0 SW DURHAM RD. J 1 I JOB NO: 16992.00 ISSUE DATE: 06119/2018 © I 1 M5.02 I Jurisdiction Stamp Area I -.... I — -- — — — — SH - -- -_ice__ - I [ , HYDRONIC PIPING I 1— ROOF PLAN - AREA MATCHLINE: SEE 1 ! M4.28 I u S1 PROJECT NORTH N TRUE ' V 41\&10 2 ct NORTH 0 gr 918"= 1'-0" M4.27 ROOF - FLOOR PLAN - HYDRONIC PIPING- AREA S1 118" = 11-0" UJ J V CL 0 8'-0" 16'-0" 24'-0" 32'-0" ,..„.. . ,.____. 1 bassetil architects II i l' I 721 NW 9TH Ave, Suite 350 I I I I Portland, Oregon 97209 [ ! T (206) 340 9500 F (206) 340 9519 - --- I I ,; I Ij i I { CIVIL ENGINEER & LANDSCAPE I Cardno — —I �r .r .,. �w. �� s 6720 SW Macadam Ave Suite 200, I Portland, OR 97219 I - -- - -- _ I i MATCHLINE: SEE1 / M4.27H –..'NI 1 � � � � - � is � � - it - io - � - - � m - T(503)4192500 I I1-3 STRUCTURAL ENGINEER I j ! I I Catena Engineers RTU 1500 NE Irving St., Suite 412 10 Portland, OR 97232 I I T(503)-467-4980 , ( I (OA) \ I MECHANICAL ELECTRICAL & 4131 [ 1 , 2 / \ PLUMBING ENGINEER Glumac I 900 SW Fifth Ave., Suite 1600 I Portland, OR 97204 - T(503)-227-5280 _ FOOD SERVICE CONSULTANT 0 NI= I I Webb Foodservice Design I 3700 SE t afayette Ct. - -- - ~ � - - - - - Portland, OR 97202 S 4" RADON PIPE (503)-236-8566 L - - PHASE 2 ,, MAINTAIN 10' FROM OPERABLE /rte ,�` DISCHARGE LOCATION —.. --- — _ _ _ 10) (sii) {S12 C4 (51 (C6 C8. 1 1SHEET NOTES c�SSe 1 TO NORTH WING TO MUSIC WING PENTHOUSE A. PROVIDE ALL MATERIALS AND EQUIPMENT AND ING VAV REHEAT architects PERFORM ALL LABOR REQUIRED TO INSTALL iEW LOW TEMP COMPLETE AND OPERABLE PIPING SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND /�� REQUIRED BY CODE. I - ____ — w _ r I . B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, 721 NW 9TH Ave, Suite 350 UNIONS TRAPS FLANGES AND OTHER Portland Oregon 97209 .1 1CAREER CENTER I E105 APPURTENANCES REQUIRING ACCESS ARE T (206) 340 9500 F (206) 340 9519 ACCESSIBLE. I I C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE I�, 4" HWS—= , REMAINS IN SERVICE WHEN EQUIPMENT OR " PIPING ON EQUIPMENT SIDE OF VALVE IS i � 4 HWR �> fi" HWS D � • � REMOVED. - -L----- CIVIL ENGINEER & LANDSCAPE 2" HW '` D. ALL BALANCING VALVES AND BUTTERFLY VALVES N fi" HWR D 4 HW 4 HW III,.......___\ „....___,,, • II L'' ''''' ' ''''''''''''' ''"'"'''`'. SHALL BE PROVIDED WITH POSITION INDICATORS Cardno 2" HWS - - MAXIMUM ADJUSTABLE STOPS (MEMORY 6720 SW Macadam Ave Suite 200, `: __ ._...�_ i s - -___.,__. Portland, OR 97219 MATCHLINE: SEE 1 1 M4.13 - 111' : _ - : - -- - -I , MATCHLINE: SEE 1 1 M4.14 �. - R STOPS _ ti _ �- ...�.... .- 3" HW E (503)-419-2500 • i ! .1 ... ,i ~� OBSTRUCTIONS SHALL BE PROVIDED AT NO AROUND _ _ _ ii _ _ _ _ ? [ _ _ _ _ _ ALL PIPING SHALL BE COORDINATED WITH ALL -� w.m, TRADES INVOLVED OFFSETS IN PIPING ! STRUCTURAL ENGINEER Catena I CORRI)O� ers ADDITIONAL COST TO THE OWNER. I E10+r.A ;" F. PIPING BRANCH SIZE SHALL MATCH VAV BOXI 500 NE IrvinggSt�Su a 412 1 114" HWR TO AUDITORIUM REHEAT CONNECTION SIZE U.O.N. ' .� 1 114" HWS Portland, R 97232 T(503)-467-4980 - ._.. — AL & ' �� PLUMBING ENGINEER SA - - - p o = .�� -- 1 _. —i _ — �l — — — —._._. — Glumac .,,„..___,, ,, f_7- --=-7- __— — _ ; RF • — I 1 , ( 7 STUDENT STYE i 900 SW Fifth Ave-, Suite 1600 _ o a " p Portland, OR 97204 _ � ..... E#13A . I a T(503)-227-5280 • : 9 I I I H FOOD SERVICE CONSULTANT i Foodservice Design o o a I f j I Webb SE Lafayette ctice VAV 'ATM Portland, OR 97202 cE72 i` T(503)-236-8566 P ACOUSTIC & AV CONSULTANT I " I t - 3 V 1 114 HWS VAV The Greenbusch Group -' E 46 �— 'Y 1 1 1900 W. Nickerson St., Suite 201 1/4"1HWR � ) I 9 - ,. � � Seattle,WA 9811 --- T 206-378-0569 SB } ()J. I i -" -___ ____, i COST CONSULTANT I - . . - Construction Focus i F i 740 Almaden St. I - — . '-,,'_.,.,,.• .1': ', — 97402 N — — a N Eugene, OR 1 T 541-686-2031 `' r ,_"- 11 LLJ --°-----�--- EXPIRES: 12/31/19 w �--- ��ED PROFEffi GINE ..,. .. , BUSINESS CLA::SF OOM � I I Z I I � E113 ,c,`' F,� q , ....,..... J 13 — 4 x 90 Q — — .: — a�EcoN v�y $LrR 31 ! Ii . . 'A' 43) loop s M I� UA r 7 ,I /EXPANSION LOOP11 SC _ ii! _ VAV ._... I "..--1" - (VAV) BUSINESS CLASSROOM (E) 45ii I _ ._. I 1 ,` I E8 I E114 lEti I / ' . . -- 7-----''\ I 1 ' il . . _ , . I 44 € • k 1 0I \S E.) r ( ) vAv .- I 56 I' 1rikI Bl SINESS CLASSROOM ' 1 E115 I 1 i I I. i • I (yEA:> y • ,� iI Itb 111• - 1. , , •,, _ . . ,., , . . .1 ,„ it_ . : . , . __ . _ : 1 ,, _ . . . ....---- ,-----=. IF__ _,....._. ..... .. ., . _, , .. _ ii, 1 j 11 1 _.. 41) / * \ REVISIONS DATE (/:(7i; ) - -- - - - 1 r.. l • 1 11z' HWR iat4/,:,,,/ I °' 1 112"HW ' N —ILI N Aidk ,. 4.40 -- i I CORR . I E100B I 3" HWS j 3" HWR -70 GPM �I `' u t 11 -144 GPM S E2 44._.,),,_,,,,„, �+�-} i ' 314 "CD 1 S2 1 3" HW s FT- D' ub --.1 LNI 11• V A8V TIGARD TUALATIN SCHOOL DISTRICT SG I 3, 0 TEACHERS L(:l • VGE 314"CD E TIGARD HIGH E118 _- -_ ll ill[ . _ S ' 1-1 " 'DL ' 1 ,. I G ' f, I IT OFFICE r ,117 I ... �r. .. ._. I • MODERNIZATION 1 , 0 -_ - - , I _HIT' I L ,-..., -s --T T._. . i . ' , ' I .._ _ . _ .. 110 9000 SW DURHAM RD, TIGARD, OR. 97224 ., oiRCULAJOB NO: 16992.00 I ISSUE DATE: 06/19/2018 - VAV 26 Jurisdiction Stamp Area �.i — � — � .� -. I I �D f, 1 . .. 6"HW - i. I 6" H I HYDRONIC PIPING __.: MAIN LEVEL - AREA n El PROJECT NORTH N TRUE 1- I r 1241) � � 9 NORTH MAIN FLOOR - FLOOR PLAN - HYDRONIC PIPING- AREA E1 Or4\. CK w M4 . 32 41:11SCALE: 1/8" = 1'-0" 118' = 1'-O" 0 8'-0" 16'-0" 24'-0" 32'-0" C3 C4 � C6 bassetti i architects ! I I I I I I 1 I I C F _ _ _ 721 NW 9TH Ave, Suite 350 — _ _ _ J Portland, Oregon 97209 , 11 • I a T (206) 340 9500 F (206) 340 9519 �, 1 I I I II I i 1 CIVIL ENGINEER & LANDSCAPE /I/ I I Cardno 6720 SW Macadam Ave Suite 200, - - - Portland, OR 97219 , Ira- o a.. .1 I I, - - - _ - - - - — - ER , T(503)-419-2500 L i ii i - i - i 1 i i i - Am i i ii i i i i - i i i i i i I . i - i i i 11 i I I l I i ! STRUCTURAL ENGINEER - I I I 1 ` I � Catena Engineers I 1500 NE Irving St., Suite 412 11 Portland, OR 97232 111814 I . IJ L T(503)-467-4980 — I ._-- .. 4" RADON PIPE DISCHARGE LOCATION MECHANICAL ELECTRICAL & �1 li . I l . \ PLUMBING ENGINEER SAGlumac , Q) 1i r I , 900 SW Fifth Ave., Suite 1600 _J J _i___ , r ti I T(503)-227-5280 R 97204I • 1 ' ' FOOD SERVICE CONSULTANT 1 1 r � ' Webb Foodservice Design / 3700 SE Lafayette Ct. 1 Portland, OR 97202 • T(503)-236-8566 `` - _ _ - ''/ I - P ACOUSTIC & AV CONSULTANT I The Greenbusch Group MAINTAIN 10' FROM OPERABLE 1900 W Nickerson St., Suite 201 WINDOWS OR OUTSIDE AIR INTAKES Seattle,WA 98119 S T 206-378-0569 I COST CONSULTANT Construction Focus 740 Almaden St. I _- __ - - - - - _ _ A I Eugene, OR 97402 V T 541-686-2031 I I EXPIRES: 12/31/19 I \c*. PROfFff� 1 N F'4, Qy V- iz 90 ENAi V OREGON 4V4 M. ONCC' 1 (111) I 1 I ..._.. co, t. , , SD1 RTU\ 8 / 1 CilSE 1 1 0 I ! I I I I 1 I I I I ! I I I \ ! GI /i\t \ REVISIONS DATE SFS r N 11 I i 3• � NA& I I s S1 L.__ , 1t --1- — — — — — — — —_ f S2 SG -- _ - _ ^ ^ TIGARD TUALATIN SCHOOL DISTRICT J TIGARD HIGH 0 1 . SCHOOL Ij , ,, . , MODERNIZATION 1 ! 4110i -V- . 11.11 9000 SW DURHAM RD. I - - - - - -- — - 0 TIGARD, OR. 97224 JOB NO: 16992.00 CU16 ISSUE DATE: 06/19/2018 0 49 • _.. I . Jurisdiction Stamp Area MDF CONDENSING UNITS { --- - - -I ! 1 - _ _ - t---T- -- - - - - - - - - I DI L I ! HYDRONIC PIPING - ___ - w ROOF PLAN - AREA - t � - E1 ��S 14J �S 1 ) (S 12) iS 1�S 47 14 13 2 1 N 1- _ ,,� PROJECT NORTH TRUE ' V hi' NORTH NORTH �R F - FL R PLAN - HYDR NIC PIPING- AREA El ��00 00 oM4 . 33 0SCALE: 1/8" = 1'-0" 0_w 118" = 1'-0" ■ ■ ■ ■ ■ ■ ■ ■ NM 0 8' -0" 16'-0" 24'-0" 32'-0" SHEET NOTES KEYED NOTES CD A. PROVIDE ALL MATERIALS AND EQUIPMENT AND 11 PERFORM ALL LABOR REQUIRED TO INSTALL 1 PROVIDE SEISMIC"V OR"U" PIPING LOOP @ SEISMIC i COMPLETE AND OPERABLE PIPING SYSTEMS AS JOINT. bassett INDICATED ON THE DRAWINGS, AS SPECIFIED AND 2 ROUTE HEATING WATER SUPPLY AND RETURN DOWN REQUIRED BY CODE. architects Ei I B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, TO EXISTING TUNNEL AND INTO AUDITORIUM BUILDING. UNIONS, TRAPS, FLANGES, AND OTHER ARCHITECT TO PROVIDE 2'x1' CHASE. APPURTENANCES REQUIRING ACCESS ARE ACCESSIBLE. C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE 721 NW 9TH Ave, Suite 350 REMAINS IN SERVICE WHEN EQUIPMENT OR Portland, Oregon 97209 PIPING ON EQUIPMENT SIDE OF VALVE ISre g REMOVED. T (206) 340 9500 F (206) 340 9519 D. ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE PROVIDED WITH POSITION INDICATORS AND MAXIMUM ADJUSTABLE STOPS (MEMORY 71 STOPS). E. ALL PIPING SHALL BE COORDINATED WITH ALL CIVIL ENGINEER & LANDSCAPE TRADES INVOLVED. OFFSETS IN PIPING AROUND Cardno OBSTRUCTIONS SHALL BE PROVIDED AT NO 6720 SW Macadam Ave Suite 200, ►1 ADDITIONAL COST TO THE OWNER. Portland, OR 97219 F. PIPING BRANCH SIZE SHALL MATCH VAV BOX T(503)-419-2500 REHEAT CONNECTION SIZE U.O.N. STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 __ Portland, OR 97232 T(503)-467-4980 ��`"� ,��` MECHANICAL ELECTRICAL & PLUMBING ENGINEER II Glumac �, o 900 SW Fifth Ave., Suite 1600 - Portland, OR 97204 e T(503)-227-5280 I I / FOOD SERVICE CONSULTANT 0 I / 1 / Webb Foodservice Design FOLLOW(E) STEAM 3700 SE Lafayette Ct. .J' ROUTING, FIELD VERIFY. Portland, OR 97202 !; INTO(E) MECH ROOM �� ' / ' T(503)-236-8566 ii \ 2" HWSIR ACOUSTIC & AV CONSULTANT / ��,7 (35 GPM) The Greenbusch Group 1- ' �, A 1900 W. Nickerson St., Suite 201 �, "' ROUTE INTO MECHANICAL ROOM TO Seattle,WA 98119 f- IC L • ASU-1 (30 GPM,440 MBH) 3 WAY VALVE T 206-378-0569 I' . ASU-3(3 GPM,42 MBH)-3 WAY VALVE FOYER UH-1 (PM,42 MBH)-3 WAY VALVE COST CONSULTANT 1 (EWT= 140 DEG. F., LWT= 110 DEG. F) Construction Focus illt. 740 Almaden St. rilk � REPLACE(E)STEAM COILS IN ASU-1 AND ASU- Eugene, OR 974021 � i l --�3. DEMOLISH EXISTING STEAM UNIT HEATER T 541 686 2031 �' -�� .UH-1 AND REPLACE WITH NEW HEATER. SEE �� DEMO DRAWINGS. NEW UNIT HEATER TO BE all tr.. ' WALL MOUNT, SET TO 5 DEG. F FOR FREEZE EXPIRES: 12/31/19 f, — PROTECTION. , o PROF 3" HWR -- S��' I N fp 3E, HWS / ; �* �. 1 4--� �, 90 l r - FOLLOW(E) STEAM ', 71, � Al_ e . .11 60,41111•441 , i� ROUTING IN TUNNEL, . vo R 5 . 41. � �y FIELD VERIFY. 2" HWS/R y 6N6'OA M. GN�G �1�1 \ �._ (36 GPM) -`Cr II �: y� , ,ti a....., lio 11 B LAC X / / 7-- , �� ,_,. ....s.,.... T-k7.€AT . \ �- - - ,-).i ._ - - `� FOLLOW(E) STEAM l= 1 1/4" HWS/R UP TO ASU-2 •— ROUTING, FIELD VERIFY. ._ ,`�4 4 (8 GPM) \ (120 MBH) =�� /11 .„ f (EWT= 140 DEG. F., LWT= 110 DEG. F) 1�S `�.. l 3" HWR UP AUDITORIUM 1 Z IREMOVE EXISTING STEAM COIL AND 3" HWS UP STAGE REPLACE WITH NEW HEATING WATER 4 I (FROM BASEMENT TO COIL. SEE DEMO DRAWINGS _ a *„ CEILING OF STAGE) lift/ .----7 I-_ -_ r. 11. a -------------- r-' ROUTES FROM TUNNEL INTO MULTIZONE UNIT MECH 2112"HWS/R DOWN TO CAFETERIA UNIT MZU-1 ROOM IN BASEMENT. (60 GPM) f 416/ (870 MBH) 1 , , , �`'� (EWT= 140 DEG. F, LWT= 110 DEG. F) 1 . ,ate ' `� j �1I REMOVE EXISTING STEAM COIL AND REPLACE ,,'''i'n111I SEE DE 0 DRAWINGSWATER COIL. IP jL �j At REVISIONS DATE o E1 ' STAGE IL �� N Via! o III a s� 5-1-,,,,,,,i-------m-,-4.4r, �� To N2 N1 I .IIS }}.'srr,„ Il��ll ," �� °Elill,lrtliri �I1I'llIII'i'i,1,1I111 _J11., l..l�..i L:.4.44- '.„ 444�3®�- JI �I' _J liL . S1 El / lir 1 ! 1 0 CAFETERIA , S2 , E - E /'' .� _ TIGARD TUALATIN SCHOOL DISTRICT 7,-1_ // 0TIGARD HIGH /{ { 1 SCHOOL I ! O 1, 1. 1 • MODERNIZATION - 1:"...."... i 9000 SW DURHAM RD. kW TIGARD, OR.97224 ° ° JOB NO: 16992-00 FACULTY - ISSUE DATE: 06/19/2018 DINING-ROOM' ` / . � Jurisdiction Stamp Area KITCHEN �.. i. IFOOD 1 /Li .47 r SERVICE MANAGER ---_______�Q 1 / D ip 0 --. , t 1OF € HYDRONIC PIPING - i ',----- �, �.� .:___ AUDITORIUM - AREA AUDITORIUM HYDRONIC PIPING AREA E2 n E2 SCALE: 1/16" = 1'-0"0 N /V / I - PROJECT NORTH TRUE r �4,.. NORTH 04` 2 Mr „ W ID M4 .41 '�1'!6,. _- 1.-0 a.. 0 16'-0" 32'-0" 48'-0" 64'- 0" A ) 0 bassett! architects '7.1 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 i CIVIL ENGINEER & LANDSCAPE 1 ardno 1 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 : MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT I Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 • ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 I T 206-378-0569 14 COST CONSULTANT i Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 I 1 EXPIRES: 12/37/18 3‘.11 PROf (e‘,"";76- 90 l• NSF' � OREGON O posy�R 5." •k.. r 1 11 1 1 1 I I I //\ REVISIONS DATE I • Il (--- I FIELD VERIFY -----,S FIELD VERIFY 411`FIELD VERIFY EXACT LOCATIONS EXACT LOCATIONS ! T LOCATIONS &SIZES &SIZESi r=te -- t .......- ---- ■■1■ 40x30 1; rf!! 40x30 �/ \`� 40x52 �� % r 54x24 MINN -- r— (N)OPENING/GRILLE 52x26 ■■■■ ` i :LI TIGARD TUALATIN SCHOOL DISTRICT 40x30 �• 1 L.!fl /, . , % ,� ;I-- 1 __ - - --- - SCHOOL �, `/ . ; ff-1' !1II 32"DIA 5t�c40 ,'...,._. __ —/ N . ,_ _ i•_ EMEll M 0 D E R N I ZAT I 0 N RR _ - - \ Yf M��f��=� +�}r �R ra.�rfrlY.��/�Ifallf��lwl�r.a.rw�r.r rte.;•rr.�"- MIM I 30,.110 ______-..•••••• .T.■r _ --T� —.��>r■■ -�---- _ _... ��r■ mom . .. .. .. _.� 9000 SW DURHAM RD. y �■■r TIGARD, OR. 97224 . I g•■■■�■I J ■rl■ -1.�!!...• JOB NO: 16992.00 L__T I' - �.�.:.■q!• 11 .i I I- I I I ' - ISSUE DATE: 06/19/2018 j l . �-i-I _ - -- - - - - - I I I I I III I 1 Jurisdiction tamp Area �y a. ." :k r. •. J. tr . aa . i- ■■ r D D r .._.1 „:_i_i_ ____.. t __ _ i , LgiO' , 11 .-:. ,___. . i 1 ,-44-4. - -0 q-- --- - -11 131-11 ill.) 11 "� i MECHANICAL a I— SYSTEM SECTION 1 w U) VIEWS 1 F- MAIN GYM DUCTWORK - NORTH 2 i ("A SCALE: 114" = 1'-0" 1 Nil5 . 0 1 CL 1 I bassett! architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 • CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 RTU T(503)-467-4980 7 MECHANICAL ELECTRICAL & PLUMBING ENGINEER / SD40X12-1050 Glumac y 900 SW Fifth Ave., Suite 1600 1 I97204 I I - Portland, OR I , 1-- 111 . . 1111111111111111111 . 1111111111111 ,1 , , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 1 1 1 1 1 1 1 1 1 +-rt--1- - , - T- 1 1 1 1 1 E 1 1 1 I I 1 / — ---- . -' - fl ,,, 1T ., , - _ I I •• L --- — T(503)-227-5280 II I _ - - 1 1 I I i Com— ', k73 it I - - - ® 1.1,1_ .,_ . - I- -1- FOOD SERVICE CONSULTANT 4H=1--, 1 II- �,�i} ?'; 1 y ' ,, -`' r Webb Foodservice Design 360 36x3 " II 3700 SE Lafayette Ct. , ` �� Portland, OR 97202 / --- - TP (503)2306_R856976202 6 8566 � 38x82 j / \ l ACOUSTIC & AV CONSULTANT 1 The Greenbusch Group ..._ \/ 1 1900 W. Nickerson St., Suite 201 30x24-\ 12x18 Seattle,WA 98119 f \\ � I 1 i „ T 206-378-0569 4 1 � Li Li si ,,II •� I COST CONSULTANT L� _ Construction Focus 740 Almaden St. _ __._..- V 100 - -- - - - - - - _ - ,-- - -.----- ,� Eugene, OR 97402 - 30x24 'SA10-305 T 541-686-2031 - -- 1 I .. I r , I - I 1 I 111 111 I 1 - 11111 Illy 1 I -----111 : Ily II - I- 1 111 I I - II 11 - ---- I II ---- --- I -I E,- - �+p PR/�F�� VS�F,�G 1 N z-4. f�y AUX GYM SUPPLY DUCT - TRANSITION FROM CORRIDOR0 �� o SCALE: 118" = 1'-0" s G y�AM. GNc ROOF ')')AI rill . 0T.O.STEEL CLASSROOM 360 / - 360 _ T.O.STEEL CLASSROOM 222'-0" bassetil architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & ! I PLUMBING ENGINEER I 1 _141 Glumac — — — — D 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 I T(503)-227-5280 I I } I , I FOOD SERVICE CONSULTANT I RECOMMEND TO INSTALL BOOSTER BOILER SYSTEM DURING PHASE 1 Webb Foodservice Design I TO ALLOW BOILER TO PROVIDE TEMPORARY PROVIDE HEATING TO MUSIC I WING THROUGH PHASE 2. PROVISIONS FOR FILL WATER& WATER THERMAL ' 3700 SE Lafayette Ct. • EXPANSION WOULD NEED TO BE TEMPORARILY PROVIDED. I Portland, OR 97202 T(503)-236-8566 HWSIR TO 1 I I I STUDENT STREET (E) ASU ACOUSTIC & AV CONSULTANT '- _ , - r _� 2 _.--- 1.1111111.1111111111.111111.11 The Greenbusch Group I 1900 W. Nickerson St., Suite 201 --� - Seattle,WA 98119 ni ":I1 _ _-.�....---- - -".,. li f I } I T 206-378-0569 ,';/ r �- I t COST CONSULTANT I "'-�-` " il Construction Focus I F`� I I I 740 Almaden St. k ': ' Eugene, OR 97402 I CE- T 541-686-2031 I , f • /1 %. II — , i , I 3/4"CD 4"DIA. FLUE UP C I I ,i I EXPIRES: 12/31/19 TO ROOF ,,`,,D PRQF�ff I ' v �N I j I 2" HWS \ �� ' : 90 �� l B� 1211 : 2T r � — • OREGON 10 - r1 Si M 1p %1cc\ I L.--T -• 1I I e ;- , I 2" HWSDN / 1 1 1 I F-- .6" HWS 2" HWR DN B f P (E) 1 112" HWR DN I AN 1-1 " (AS4U) I 0 5 �� (E) 1 112 HWS DN E I 6"HWR ( ) AN (BOOSTER �/ I I ISOL471(1N VALVES I (BOOSTER PUMP) (TYP• IT- _-- BOILER I BOILER) 4" DIA. COMBUSTION ____'El TO TAIL AIR THRU WALL OF S N ' J _ - - PIECE OF PENTHOUSE,45 DEG. INTAKE SINK- FIELD I I I 1 VERIFY / I LU ,,- LOCATION 6" HWS ]N I� 1_ r , ---- 6" HWR ]Ny - I i 11 4 I 10 �9 8 0 6.8 6.3 6 HYDRONIC PIPING LEAVING BUILDNIG AND REENTERING ENLARGED PLAN - MECHANICAL PENTHOUSE - MUSIC WING 4 SCALE: 1/8" - 1-0" iSCALE: 1/4"= 1'-0" - IS1cS14' [ 14 COMBUSTION AIR RISERS UP EXPANSION TANK (FLOOR MOUNT) A ET \ # REVISIONS DATE 0-1 HWS MAIN FLUES AIR RISERS UP (HUNG FROM 'TRUCTURE) 6'ACCESS PATH FLUE RISERS UP— AS HWR MAIN 6"CONCRETE PAD E.P.O. 7 0-1 2112" HWS E.P.O. (TYPICAL) q `' I 1 �.� 8" Hwa 2" 3 3 SE S? a 1 — c 1• \- (1 . . - ' dfil ifratiftw t ii 1 0 ) ..or_ zi„„.. ill ! :,.__.:,.." ;_. .6.,..t.. .: ,i, i, -00 ,40.-- .il ' :4, ,,---i; ,,-.'.:--idol.: ( 0-1 - -----------11 a (j-,-. .410 WATER HEATER 2 /- 11:L . 6" I , SEE PLUMBING — , .40111— D z VFD—%,..0 —140 i ri D N_ / VAV iii . ,,,,•-' ` w TIGARD TUALATIN SCHOOL DISTRICT 5 u) 0 -' i.': / 9TIGARD HIGH '• I . , -4 - DI1, 23 CONTROL PHN =1� _ /L-COMBUSTION AIR RISERS UP SHOOL a .,, r, . : Q,e'''' rl . ' - i- - •• * [11 / MODERNIZATION ., . ., . ... , __�f DS 8" HWR _- •- N i 9000 SW DURHAM RD. 0 1111 D240 ' " 4' 0" � r, . ` (a. DOMESTIC WATER 11111,1P'- CENTRAL HEATING WATER PUMPS O 8 ►'� &FIRE-SEE PLUMBING MOUNT-END SUCTION � JOB N0: 16992.00 ( BASE M _ DRAWINGS ISSUE DATE: 06119!2018 NK ,. — , , - _ .j ri di I n nn Area EXPANSION TA - - �i Jus ct o 5ta p ea 8" HWS .73:11 I AIR SEPERATOR BOILERS - II C - - I.1____------ BOILERS ( 1 1 It 6'ACCESS WAY SO ' WATER HEATERS —•- B 8" HWR B \ B B \ i 0-1 0-2 0-3 04 (N) (N) (E) (E) BOILERS ROUTE BOILER ENLARGED PLANS CONDENSATE TO FLOOR SINK , � w S5 S6 0 ISOMETRIC - BOILER PLANT - SW VIEW ENLARGED BOILER ROOM PLAN (- SCALE: SCALE: 114" = 1'-0" 2 W M6 . 01 0 ,____ ,_ bassett! architects 721 NW 9TH Ave, Suite 350 • Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 • CIVIL ENGINEER& LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland,OR 97219 I(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St,Suite 412 Portland,OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL& PLUMBING ENGINEER Glumac 900 SW Fifth Ave.,Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland,OR 97202 T(503)-236-8566 ACOUSTIC &AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St.,Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St Eugene,OR 97402 T 541-686-2031 EXPIRES: 12/31/19 4) PRO)" � NkGINF£� �� 90� E OREGON 'fps R .5\: �3 4t/�4 M. C0' • AREVISIONS DATE 8"HWR E _ I TIGARD TUALATIN SCHOOL DISTRICT li— • NO is- s 8"HWR TIGARD HIGH 8"HWR s I I; 4" 4" 4" 4"--\ 2' NC 0, NO�, NO S 3000 MBH NO S 3000 MBH NO S 3000 MBH N S 3000 MBH SC H L 2°-QUICK-FILL o _ NO 27---- NO NO I NO LVI 0 D E R N I ZAT I O N OUT IN DISTRIBUTION(TYP 3) - - -I 2" T 8" r' 6' - 6" { ' 6" -- , -AUDITORIUM PENTHOUSE(EAST CAMPUS) NO() O{} RV NCvi -. 4" 4" 4"-N4" DPS -RTU-3(WEST CAMPUS) NO U NO T r_ir: 7 T NO , NO T �S} NO 7 S} lc1 _ kt F — ,� VFD C H �=C H ; T H i -RTU-4(NORTH CAMPUS} �� - , " , i__ — VFD �� 2 CW I ,l , 9000 SW DURHAM RD. NO y, PRV ICW RPBP ', ; B-1 8-2 B-3 B-4 TIGARD,OR.97224 SET APPROX POTm. o V ; 0 i tII I SPS MV30 PSIG FEED / Is ! SOP- -- JOB NO: 16992.00 1ITO SAN TO SAN nif■x'110 i iillo IID ' " E � L 8 ISSUE DATE. 06/19/2018 ET 0-1" HEATING WATER SYSTEM P O-1 P 0-2 TO SAN MAKE-UP/FILL ASSEMBLY Jurisdiction Stamp Area t1- -1 FM 4 NO 8"HWS r 1 r 1 r�---r= '_' r I � ' NO E I 5 20 I NO I I NO NC+ 8"HWS E DIA DIA AS-1 ,___ 8" • CLR CLR —ill-- NC i{�.---.- NC HEATING WATER F--„ , PIPING SCHEMATIC VARIABLE PRIMARY HEATING WATER SYSTEM FLOW DIAGRAM0 DIAGRAM SCALE:NONE 2 .,_ w M7.01 SHEET NOTES 1. SEE 230993 SEQUENCE OF OPERATION FOR ADDITIONAL POINTS. BOTH CONTROL DIAGRAMS AND SPECIFICATIONS ' SHALL BE USED IN CONJUNCTION TO HELP SCOPE THE IJas.s'13ttI DESIGN BUILD DIV 23 CONTROL SYSTEM. architects 721 NW 9th Ave, Suite 350 Portland, Oregon 97209 T (503 224 9162 F (206) 340 9519 HWR FROM BOILER ► ► HWS TO COILS CIVIL ENGINEER& LANDSCAPE ARCHITECT Cardno 6720 SW Macadam Ave,Suite 200 'rP A Portland,OR 97219 1 T{503}419 2500 BACnet '� STRUCTURAL ENGINEER CARD BAS �� Catena 1500 NE Irving St,Suite 412 Portland,OR 97232 FACTORY ...0..." BACnet COMMUNICATION a.. PANEL T{503)467 4797 CONTROLLER DI-DUCT SMOKE DETECTOR MAX COOLING CFM P MEP ENGINEER 2 Glumac Al-SUPPLY AIR TEMPERATURE 4�' 900 SW 5th Ave,Suite 1600 (DSD I IT M aXIMUM SUPPLY AIR TEMPERATURE �" ,/ Portland, OR 97204 ./ T(503)227 5280 OUTSIDE \ SUPPLY O� DI-PUMP STATUS CC• AIR0AIR v. AUDIO VISUAL / A VFD (TYPICAL FOR EACH CT PUMP) The Greenbusch Group MI M MAX HEATING CFM DO-PUMP (BY DIV 26) y START/STOP \\\ 1900 West Nickerson St,Suite 201 I DI-SUPPLY FAN STATUS �.� 460V I 3PH AO-OUTSIDE I GAS uu lk., AO-VFD SPEED T(206)378 0569 AIR DAMPER DO-SUPPLY , Seattle, A 569 POSITION FAN �STARTERI cg rd�y CARDt •_. lila • COST CONSULTANT START/STOP z MIN CFM ' SHADED AREA=REHEAT + BACnet COMMUNICATION s-- 740 Almaden Sn Focus,C , INC. TS Al-ZONE AIR TEMPERATURE HEATING LOOP -»Ρ COOLING LOOP T( 41)Eugene, 86 20Or 312 HEATING SETPOINT- DEADACOOLING SETPOINT ROOM TEMPERATURE INCREASE i- NOTES: 1. REFER TO PLANS AND PIPING SCHEMATICS FOR CONDENSER WATER PIPING ARRANGEMENT. NOTES: NOTES: 2. REFER TO SEQUENCE OF OPERATION FOR ADDITIONAL REQUIREMENTS. 1. REFER TO PLANS AND EQUIPMENT SCHEDULE FOR LOCATIONS AND SYSTEM COMPONENTS. 1. IN THE COOLING MODE,AS THE ROOM TEMPERATURE INCREASES,THE UNIT MODULATES THE COLD 3. EACH PUMP SHALL BE OPERATED BY A DEDICATED VFD. 2. REFER TO SEQUENCE OF OPERATION FOR ADDITIONAL REQUIREMENTS. AIRFLOW FROM THE MINIMUM TO THE MAXIMUM COOLING SETTING. 4. VFD BACnet CARD SHALL PROVIDE VFD SPEED OUTPUT,VFD FAULT AND VFD KW AS MINIMUM INPUTS 3. ALL POINTS SHOWN SHALL BE PASSED FROM FACTORY CONTROLLER TO BAS VIA BACNET 2. IN THE HEATING MODE,THE UNIT REFERENCES THE ALTERNATE(HIGHER)MINIMUM AIRFLOW. AS THE TO BAS HEADEND. ROOM TEMPERATURE DECREASES,THE UNIT MODULATES THE AIRFLOW FROM THE HEATING MINIMUM TO EXPIRES: 12/31/19 8 MAKE UP AIR - GAS H EAT ONLY MAXIMUM AND MODULATES THE HEATING WATER COIL VALVE FROM CLOSED TO THE OPEN POSITION.THE HEATING WATER PUMPS - VARIABLE PRIMARY VALVE OPERATES ONLY IN THE HEATING MODE.SCALE:NONE SCALE:NONE 74PR 90� NFF� day a¢rmk o'' vOs'1�p�1;ti N. 74 ctk,Z 910 AO-ZONE DAMPER Al-DISCHARGE AIR TEMPERATURE _ E- AI-AIRFLOW 0Q Al0 -HWS TEMPERATURE _ Li- CARDt �AFMS! �M� Pi�W FACTORY �\ BACnet COMMUNICATION BAS si. PANEL1 CONTROLLER SUPPLY DISCHARGE Z 0 AIR t AIR "'-- O - DI-DUCT SMOKE DETECTOR Q G TS J AI-SUPPLY AIR TEMPERATURE r HWR Q I DSD I IT p K DO-HEATING VALVE(OPEN) 1 J D M I DO-HEATING VALVE(CLOSE) A I T10-HWS I--' SUPPLY 0 Al-ZONE CARBON OUTSIDE _ AIR _ AIR DIOXIDE - / A PPM(WHERE SHOWN ON r AA I MI M PLANS) (BY DIV 26) BOILER AI-HWR TEMPERATURE AO-OUTSIDE I DI-SUPPLY FAN STATUS DX GAS � HAUS HWR • 115V 11 PH DI-ZONE OVERRIDE AIR DAMPER DO-SUPPLY DO-BOILER ENABLE !STARTER! POSITION FAN 0 Al-ZONE TEMP ON/OFF , 14 DI-BOILER STATUS START/STOP Al-ZONE SETPOINT ADJUSTMENT DI-BOILER PANEL ALARM DO-COOLING STAGE 1 DO-COOLING STAGE 2 NOTES: NOTES: 1. ALL CONTROL POINTS TO BE CONNECTED DIRECTLY TO UNIT MOUNTED CONTROLLER WITH INTERFACE TO BAS 1. REFER TO PLANS AND PIPING SCHEMATICS FOR HEATING WATER PIPING ARRANGEMENTS. COMMUNICATION BUSS. 2. REFER TO SEQUENCE OF OPERATION FOR ADDITIONAL REQUIREMENTS. 2. VAV CONTROL FOR TYPICAL SYSTEMS WITH HEATING HOT WATER REHEAT VALVE WITH FLOATING POINT 3. BOILER MANUFACTURER SHALL PROVIDE HARDWIRED FLOW SENSOR FOR INTERNAL PROOF OF NOTES: ACTUATOR.FLOATING POINT ACTUATOR REQUIRES TWO DIGITAL OUTPUT SIGNALS TO DRIVE THE VALVE OPEN FLOW.PROVIDE ADDITIONAL DIFFERENTIAL PRESSURE SENSORS AS REQUIRED BY DESIGN FOR 1. REFER TO PLANS AND EQUIPMENT SCHEDULE FOR LOCATIONS AND SYSTEM COMPONENTS. AND CLOSED. EXTERNAL FLOW MONITORING AT BAS FOR GPM. 2. REFER TO SEQUENCE OF OPERATION FOR ADDITIONAL REQUIREMENTS. 3. PROVIDE PROGRAMMABLE OVERRIDE BUTTON AT EACH TEMPERATURE SENSOR AS AN OVERRIDE TO ENERGIZE 4. COORDINATE WITH BOILER MANUFACTURER FOR BAS INTERFACE WITH BOILER CONTROL 3. ALL POINTS SHOWN SHALL BE PASSED FROM FACTORY CONTROLLER TO BAS VIA BACNET HVAC SYSTEM AFTER NORMAL OCCUPIED HOURS. PANEL REQUIREMENTS. At5. TYPICAL EACH BOILER. REVISIONS DATE 6. ALL CONTROL POINTS NOTED ON THIS DETAIL SHALL BE READABLE AND/OR CONTROLLABLE AT THE BAS,SEE S.0.0.FOR ADDITIONAL REQUIREMENTS. MAKE UP AIR - DX COOL, GAS HEAT VAV TERMINAL W REHEAT COIL BOILER (TYP) SCALE:NONE SCALE:NONE SCALE:NONE WHITE WALL PLATE LED LIGHT TIGARD TUALATIN SCHOOL PUSH BUTTON DISTRICT TIGARD HIGH (--- T 'OVERRIDE" SCHOOL \...... � T MODERNIZATION / N 9000 SW DURHAM RD. TIGARD,OR.97224 N M � �_ - JOB NO: 16992.00 PLASTIC WALL MOUNTED DUCTWORK ° [] [] TAG UNDER SENSOR. M ISSUE DATE: 06!1912018 Jurisdiction Stamp Area DUCTWORK D D • GREEN=OPEN WINDOWS RED=CLOSE WINDOWS 120V/1 PH (BY DIV 26) PRESS"OVERRIDE"BUTTON 0 0 FOR MECHANICAL VENTILATION POWER:24V OPEN CLOSE LASTING 1-HR. (BY DIV 23) DI-OPEN END SWITCH DI-CLOSE END SWITCH BYPASS © NORMAL DI-OPEN END SWITCH OFF NOTES: DI-CLOSE END SWITCH NOTES: CONTROLS-SCHEMATIC 1. SENSOR PROVIDED,MOUNTED AND WIRED BY DIV 23 CONTROLS CONTRACTOR NOTES: 1. REFER TO PLANS FOR LOCATIONS. 1. REFER TO PLANS SCHEDULES AND SPECS FOR LOCATIONS. 2. REFER TO SEQUENCE OF OPERATION FOR ADDITIONAL REQUIREMENTS. a 2. INTEGRATE WITH DIV 23 SEQUENCE OF CONTROL LOGIC AT DDC SYSTEM 2. REFER TO SEQUENCE OF OPERATION FOR ADDITIONAL REQUIREMENTS. LOCAL TESTING _ 2. SEE SQUENCE OF OPERATION FOR MORE DETAILS. 3. IF 120 V POWER IS REQUIRED,COORDINATE DIRECT WITH DIV 26 REMOTE CONTROL W CD M NATURAL VENTILATION - GREEN/RED LED & OVERRIDE PANEL CONTRACTOR. PROVIDE 24 V POWER IF POSSIBLE. PANEL-SEE SPECS F- 4 6 SCALE:NONE MOTORIZED DAMPER CONTROL FIRE SMOKE DAMPER 2 N 4SCALE:NONE SCALE:NONE LY __ ul W MS.00 0_ _. _ bassettil architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 AO-EXHAUST AIR DAMPER POSITION CIVIL ENGINEER & LANDSCAPE Carno AI-EXHAUST PLENUM 6720 SW DIFFERENTIAL STATIC BACnet 6720 SW Macadam Ave Suite 200, CARDPortland,OR 97219 �` PRESSURE FACTORY BACnet COMMUNICATION ANS T(503)-419-2500 BACnet ARD BAS CONTROLLER 1,... PANEL FACTORY BACnet COMMUNICATION STRUCTURAL ENGINEER > PANEL AO-EXHAUST AIR AI-EXHAUST PLENUM CONTROLLER �� Catena Engineers DAMPER POSITION DIFFERENTIAL STATIC PRESSURE DO-FAN A! RETURN AIR TEMPERATURE 1500 NE Irving St, Suite 412 DO-FAN VFD START/STOP Portland,OR 97232 VFD 1 START/STOP AI-RETURN AIR TEMPERATURE AO-VFD SPEED I T(503)-467-4980 LM � AO-VFD SPEED - DPSIrS MECHANICAL ELECTRICAL & M1 DPS (TSS \ EXHAUST AIR 0 RETURN AIR PLUMBING ENGINEER / Glumac \ EXHAUST AIR O RETURN AIR \ 900 SW Fifth Ave.,Suite 1600 Portland, OR 97204 AO-RETURN• AIR DAMPER T(503)-227-5280 '��'�/ MDI-DUCT SMOKE DETECTOR il AI-PRE-FILTER FOOD SERVICE CONSULTANT Al EXHAUST AIR TEMPERATURE DI-DUCT SMOKE DETECTOR DIFFERENTIALPRESSURE AI SUPPLY AIR TEMPERATURE Webb Foodservice Design AI INTERMEDIATE FILTER AI-SUPPLY AIR TEMPERATURE AI INTERMEDIATE ESR Portland, SEd Lafayette R 2t. DI-HIGH STATIC SHUTDOWN AO-WHEEL VFD DIFFERENTIAL PRESSURE T(503)-236-8566 97202 DIFFERENTIAL PRESSUREI DI-HIGH STATIC SHUTDOWN s -II i. I : C II. C: AI DUCT STATIC SPEED PRESSURE AI-PRE-FILTER Al-DUCT STATIC DIFFERENTIALPRESSURE PRESSURE — DP — —DP— (SEE FLOOR PLAN ACOUSTIC &AV CONSULTANT (SEE FLOOR PLAN S 1SDI r� Is ISP FOR LOCATION) The Greenbusch Group —DP— —DP— FOR LOCATION) \ HW DX DSD �TS� i IS'I (SP /OUTSIDE7L7L 1900 W.Nickerson St,Suite 201 SUPPLY Seattle,WA 98119 \ HW DX / AIR AIR/ T 206-378-0569 OUTSIDEAR ., — r a >SUPPLY AIRI M I �AFMS I IT31 / �J7L7L I AI OUTSIDE AIRFLOW COST CONSULTANT M IAFMS �TS� VFD Construction Focus AI OUTSIDE AIRFLOW AO-OUTSIDE AIR DAMPER POSITION _ DO-FAN 740 Almaden St AO-OUTSIDE AIR DAMPER POSITION VFD DI-DAMPER STATUS(OPEN) START/STOP f Eugene,OR 97402 DI-DAMPER STATUS(OPEN) — — DO-FAN DI-DAMPER STATUS(CLOSED) AO-VFD SPEED T 541-686-2031 DI-DAMPER STATUS(CLOSED) START/STOP AO-VFD SPEED EXPIRES: 12/31/19 I DO-COOLING STAGE START/STOP PROFfT) 111 DO-COOLING STAGE START/STOP (REFRIGERANT LIONE PER INES (., �aG I N�f��ONE PER CIRCUIT 9,56 � ( ) REFRIGERANT LINES AO-LOW TEMP FREEZESTAT TEMPERATURE �� ,�� AO-LOW TEMP FREEZESTAT TEMPERATURE -- � AO-HEATING VALVE vQ �' R5... " �� AO-HEATING VALVE T M AI-POSITION FEEDBACK `r'yUq M CNF,G T E M 1 Al-POSITION FEEDBACK HWR HWS HWR HWS NOTES: 1. REFER TO PLANS AND AIR HANDLING UNIT SCHEDULE FOR QUANTITY OF FANS AND SYSTEM COMPONENTS. NOTES: 2. REFER TO SEQUENCE OF OPERATION FOR ADDITIONAL REQUIREMENTS. 1. REFER TO PLANS AND AIR HANDLING UNIT SCHEDULE FOR QUANTITY OF FANS AND SYSTEM COMPONENTS. 3. HIGH STATIC TRIP SHALL REQUIRE MANUAL RESET AT STATIC SENSOR. 2. REFER TO SEQUENCE OF OPERATION FOR ADDITIONAL REQUIREMENTS. 4. ALL POINTS SHOWN SHALL BE PASSED FROM FACTORY CONTROLLER TO BAS VIA BACNET 3. HIGH STATIC TRIP SHALL REQUIRE MANUAL RESET AT STATIC SENSOR. 4. ALL POINTS SHOWN SHALL BE PASSED FROM FACTORY CONTROLLER TO BAS VIA BACNET 100% OSA W/ HEAT RECOVERY HW DX-CONTROL AHU EXHAUST FAN HW DX-CONTROL 4 SCALE:NONE SCALE:NONE AO-EXHAUST AIR DAMPER POSITION • Al-EXHAUST PLENUM BACnet DIFFERENTIAL STATIC CARD BAS BACnet — PRESSURE FACTORY �\ BACnet COMMUNICATION s PANELFACTORY CARD BACnet COMMUNICATION BAS CONTROLLERPANEL .0_/\ CONTROLLER AO-EXHAUST AIR DAMPER POSITION # REVISIONS DATE VFD I DO-FAN (11-RETURN AIR TEMPERATURE VFD DO-FAN AI-RETURN AIR TEMPERATURE I START/STOP AI-EXHAUST PLENUM AO-VFD SPEEDDIFFERENTIAL STATIC START/STOP M —DPS I SprOIF AO-VFD SPEED �M� PRESSURE SSC / / j EXHAUST AIR O RETURN AIR / EXHAUST AIR0 < RETURN AIR \/\/ # AO RETURN AIR DAMPER DI-DUCT SMOKE DETECTOR \/` ' M AO-RETURN AIR DAMPER DI-DUCT SMOKE DETECTOR AI-PRE-FILTER AI-PRE-FILTER DIFFERENTIALPRESSURE Al-SUPPLY AIR TEMPERATURE DIFFERENTIALPRESSURE AI-SUPPLY AIR TEMPERATURE AI-INTERMEDIATE FILTER DI-HIGH STATIC SHUTDOWN Al-INTERMEDIATE FILTER DI-HIGH STATIC SHUTDOWN DIFFERENTIAL PRESSURE DIFFERENTIAL PRESSURE -II • 1 : • ►I' i s C u . I : : u' :: AI DUCT STATIC PRESSURE (SEE FLOOR PLAN TIGARD TUALATIN SCHOOL DISTRICT FOR LOCATION) TIGARD H —DP— —DP S IDSDI r� IS'I —DP— —DP-- T IDSA �� IS DI ,,_SPI %OUTSIDE HW DX SUPPLY %OUTSIDE IT DX ISUPPLY \ AIRQ AIR \ AIRrOAIR/ / UTSCHOOL MI �AFMSI ITS AI-OUTSIDE AIRFLOW Ai �AFMs �T VFD AI-OUTSIDE AIRFLOW VFD MODERNIZATION AO OUTSIDE AIR DAMPER POSITION DO-FAN AO-OUTSIDE AIR DAMPER POSITION DI DAMPER STATUS(OPEN) — — DO-FAN DI DAMPER STATUS(OPEN) — START/STOP DI DAMPER STATUS(CLOSED) START/STOP DI-DAMPER STATUS(CLOSED) AO-VFD SPEED AO-VFD SPEED 9000 SW DURHAM RD. TIGARD,OR.97224 I DO-COOLING STAGE START/STOP I DO-COOLING STAGE START/STOP (ONE PER CIRCUIT) (ONE PER CIRCUIT) JOB NO: 16992.00 REFRIGERANT LINES REFRIGERANT LINES ISSUE DATE: 06/19/2018 AO-LOW TEMP FREEZESTAT TEMPERATURE AO-LOW TEMP FREEZESTAT TEMPERATURE Jurisdiction Stamp Area --- , AO-HEATING VALVE T M i Al-POSITION FEEDBACK T M' Al-POSITION FEEDBACK HWR HWR HWS HWS NOTES: NOTES: 1. REFER TO PLANS AND AIR HANDLING UNIT SCHEDULE FOR QUANTITY OF FANS AND SYSTEM COMPONENTS. 1. REFER TO PLANS AND AIR HANDLING UNIT SCHEDULE FOR QUANTITY OF FANS AND SYSTEM COMPONENTS. 2. REFER TO SEQUENCE OF OPERATION FOR ADDITIONAL REQUIREMENTS. 2. REFER TO SEQUENCE OF OPERATION FOR ADDITIONAL REQUIREMENTS. 3. HIGH STATIC TRIP SHALL REQUIRE MANUAL RESET AT STATIC SENSOR. 3. HIGH STATIC TRIP SHALL REQUIRE MANUAL RESET AT STATIC SENSOR. 4. ALL POINTS SHOWN SHALL BE PASSED FROM FACTORY CONTROLLER TO BAS VIA BACNET 4. ALL POINTS SHOWN SHALL BE PASSED FROM FACTORY CONTROLLER TO BAS VIA BACNET CONTROL - AHU SINGLE ZONE HW DX-CONTROL41) AHU RETURN FAN HW DX-CONTROL I--rn SCHEMATICS SCALE:NONE SCALE:NONE W 2 ct M8101 W CL CENTERLINE RADIUS EQUALS 1.5 TIMES W. NO T.V:S REQ'D. UNLESS OTHERWISE bassetti NOTED. architects VD r SIZE OF DUCT DROP TO MATCH NECK SIZE \I\I 1 \/ "w. SEE DDETAIF LS TYP) 721 NW 9TH Ave, Suite 350 VI) VD Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 A ,/ i � DISCHARGE 12"MIN.ABOVE ROOF-0.- CIVIL ENGINEER& LANDSCAPE Cardno USE 45°THROAT 6720 SW Macadam Ave Suite 200, SUPPORT TO -. AT TAP Portland,OR 97219 STRUCTURE T(503)-419-2500 SEE ARCH FOR FLASHING DETAIL AS REQUIRED - --- STRUCTURAL ENGINEER 2/M902 I ,_fl J\ Catena Engineers . ,, - l �- 1500 NE Irving 72 Suite 412 -� Portland,OR 97232 / i L 15°TYP T(503)-467-4980 SEE ARCH FOR �` 30°MAX.W/ / --iii--110'MAX ROOF DESIGN 1 I _ PRIOR APPROVAL /�, MECHANICAL ELECTRICAL& I I_ _ SQUARE ELBOW WITH LENGTH' IF PLUMBING ENGINEER '- TURNING VANES PROVIDE REDUCER _ OVER 10 ,,/ .•••"•••. ALLOWABLE IF DUCT UPSTREAM OF NCREASE ONE Glumac '•'•+'� "•'•+•'•'• BRANCH INLET DUCT SIZE. 900 SW Fifth Ave.,Suite 1600 INSULATION �,�4�;�;:•' ''•:;�;�;�� VELOCITY IS LESS THAN Portland,OR 97204 :O+•++ At 0, -�--CLEVIS 1500 FPM CONICAL FITTING AS REQ D ,•+4••; ��++•,� , ;.;' .j:•:; HANGER CWNDONI OR 45° T{503}-227-5280 C.•:4 44 f) ---NyiOVAL TAS' PROVIDE REDUCER FOOD SERVICE CONSULTANT :�:� I:�< AT CONNECTION TO Webb Foodservice Design UL LISTED .� * ��, GRILLE WHERE 9 200 CFM �.❖.•. .❖.� BRANCH DUCT IS 3700 SE Lafayette Ct. RADON FAN �;We.; . :;,./ OVERSIZED. Portland,OR 97202 +�•::+;.,4+-+---- �......4*.sy� SEE DETAILS. T(503)236-8566 12 GA. GALV. A SHEET METAL �,,,,�/�� WATER PIPE NOTES: ACOUSTIC&AV CONSULTANT SADDLE. 1. PROVIDE EXTERNAL DUCT INSULATION AS NOTED ON PLAN OR IN SPECIFICATION. The Greenbusch Group 2. PROVIDE HANGERS AND SEISMIC BRACING PER SMACNA AND CODE REQUIREMENTS. 1900 W.Nickerson St.,Suite 201 SeattleLABEL PIPE WA 19 "RADON REDUCTION SYSTEM" -SEE SPECS PIPING HANGER DETAIL EXHAUST AND RETURN AIR DUCTWORK SEAL ALL JOINTS AIR TIGHT T 206-378-0569 EVERY 10' 6 SCALE:NONE SCALE:NONE COST CONSULTANT Construction Focus 740 Almaden St. v Eugene,OR 97402 T 541-686-2031 \/K SUPPORT STRAPPING —•- I • I `� EXPIRES: 12/31/19 P >CI �� PR OT 90 p- SOIL-GAS RETARDER MEMBRANE --- 4"DIA.VENT PIPE (PVC OR EQUIVALENT) 6-MIL POLYETHYLENE OR EQUIVALENTREFERREFER TO UPPER STAINLESS STEEL LOCKING <" tiQ c� GRADE LEVEL OVERLAP SEAMS 12"MIN S�COMPLYLED AIR TWITH ASTM C IGHT-SEE 920 DETAIATTAL DRAW SAND{TYP) - `-l)�, �R 5,' �`� @ PENETRATIONS. SEE ARCH -- Uq M. CNti —' I ---I ; I-- SEAL OPENINGS IN SLAB if CONCRETE SLAB SHEET METAL DUCT !1_7-1 1 ;_` i I I j AND AROUND PENETRATIONS ON GRADE -SEE ARCH 1 12 GAUGE WIRE CONICAL TAKE-OFF ` "*-- THREADED TO STRUCTURE \, HANGER ROD TO (TYP) < STRUCTURE COMPLY —i - r - .. SLOPE 1% SLOPE 1% - r; ; WITH 2/M902 4"WIDE 4 _ - - - REF. PIPING STEEL I\ STRAP PIPE STRAP PIPE INSULATION 10"x10"x8'MIN. LxWxH 3"DIA.CORRUGATED FLEXIBLE (TYP.) 8 �,, WITH ALUMINUM JACKET 12 GAUGE WIRE \ MIN 4"-6"THIGH LAYER OF GAS PLENUM BOX PERFORATED DRAIN LINE WITH SOCK -...."---„,.4.1-71,/,.\\\ dr — PERMEABLE MATERIAL:SEE NOTE 1 SLEEVE,ROUTED AS REQUIRED WITHIN 50' �) G� �I O� 411( TO STRUCTURE JOINTS SHALL BE AIR TIGHT jI tj) (TMP) ROUND OR OF EXTERIOR WALLS-SEE PIPING PLANS — �, �� / �Lll�NOTE: ROUTE WITHIN 12 x8 MIN.GRAVEL BASE /j, j, ! r RECTANGULAR 1. ALL CONCRETE SLABS THAT COME IN CONTACT WITH THE GROUND WITHIN THE ENCLOSED SPACES OF THE CHANNEL SUPPORT DUCT DIAGONAL ANCHORING SCREWS mewl % BUILDING SHALL BE LAID OVER A GAS PERMEABLE MATERIAL OF A MINIMUM 4"-6" THICK UNIFORM LAYER OF BRACINGitiflit , CLEAN AGGREGATE, OVERLAIN BY A LAYER OF MATTING DESIGNED TO ALLOW THE LATERAL FLOW OF SOIL INSULATION SHIELD — -- . AT SUPPORT I ' VOLUME DAMPER, UNLESS GASES. SEE STRUCTURAL DRAWINGS FOR SPECIFICS DOUBLE NUT OTHERWISE SHOWN ON LOCATIONS{TMP.} (TYP) PROVIDE#8 SM SCREW PLANS. ONE PER BRANCH. 2. ALL CONCRETE FLOOR SLABS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL BUILDING CODES TO ANCHOR DIFFUSER TO DO NOT INSTALL KINKED OR CEILING GRID(TYP AT DEFORMED. 3. ALL OPENINGS, GAPS AND JOINTS IN FLOOR AND WALL ASSEMBLIES IN CONTACT WITH SOIL OR GAPS AROUND NOTE EACH CORNER) IF PIPES, TOILETS OR DRAINS PENETRATING THESE ASSEMBLIES SHALL BE FILLED OR CLOSED WITH MATERIALS A. PIPE SUPPORT INSTALLATION&SIZE CONFORM WITH SMACNA"GUIDELINES REQUIRED BY FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS, INSPECTOR. ADAPTER AS THAT PROVIDE A PERMANENT AIR-TIGHT SEAL. SEAL LARGE OPENINGS WITH NON-SHRINK MORTAR, GROUT OR TRANSITIONREUIRED. EXPANDING FOAM MATERIALS AND SMALLER GAPS WITH AN ELASTOMERIC JOINT SEALANT, AS DEFINED IN ASTM C920-87. TRAPEZE PIPE SUPPORT T-BAR MOUNT PROVIDE#8 SM SCREW TO 4. VENT PIPES SHALL BE INSTALLED SO THAT ANY RAINWATER OR CONDENSATION DRAINS DOWNWARD INTO THE SCALE:NONE DIFFUSER OR SURFACE ANCHOR DIFFUSER THRU GROUND BENEATH THE SLAB OR SOIL-GAS-RETARDER MEMBRANE. TO ACCOMPLISH THIS, SLOPE ALL PIPES MOUNT DIFFUSER CEILING TO THE DIFFUSER — AT 1% AWAY FROM SLAB PENETRATION. BOX(TYP AT EACH CORNER) — NOTES: — 5. HARD PIPING MATERIAL SHALL BE SCHEDULE 40 PVC - SEE SPECIFICATION . 1. ACCESS TO BALANCING DAMPER MAY BE PROVIDED THRU REMOVABLE RETURN AIR — REGISTER OR HINGED LIGHT FIXTURE. — 2. FOR INACCESSIBLE CEILING USE REMOTE FLEXIBLE STEEL SHAFT DAMPER OPERATOR OR 6. FAN SHALL COME WITH AUDIBLE ALARM ACCESSORY, TO ALARM UPON FAN FAILURE. PROVIDE 18"X18"(MIN)ACCESS DOOR. 3. DIFFUSER FRAME SHALL MATCH ARCHITECTURAL CEILING TYPE. At REVISIONS DATE 7. ROUTE CORRUGATED UNDERSLAB PIPING IN A TRENCH NO LESS THAN 12" WIDE X 8" DEEP. FILL WITH A GAS 4. IF FLEXIBLE DUCT SIZE INDICATED ON PLAN IS LARGER OR SMALLER THAN DIFFUSER NECK OR PERMEABLE GRAVEL SPECIFIED BY STRUCTURAL. IF DIFFUSER NECK IS SQUARE OR RECTANGULAR PROVIDE TRANSITION FITTING AT DIFFUSER NECK. _ _ CEILING DIFFUSER MOUNTING ACTIVE RADON MITIGATION DETAIL SCALE:NONE 8 SCALE:NONE ROUND SHEET SQ.RTO ROUND TRANSITION METAL DUCT LESS 5'MAX. LENGTH THAN 10'LONG / DOWNSTREAM OF FLEX CONN, REDUCER W/ ONE 90°BEND 5'MAX LENGTH CONICAL \ la . ''\''\.r1 W/ONE 90°BEND FITTING WITH V.D. ADJUST THROW OF VERTICAL -- �-~� BLADES FOR 1/3 OF AIR 1 � REDUCER TIGARD TUALATIN SCHOOL DISTRICT / STRAIGHT AND 1/3 OF AIR ,f-\., lLDI ` TO 45 DEGREES RIGHT AND VD 15°TYPICAL \ / --,_- TIGARD H I G H 1/3 OF AIR TO 45 DEGREES VD 30°MAX.W/PRIOR SEE FLOOR .--DUCT LEFT. f r APPROVAL PLAN FOR ROUTING HANGER SCHOOL ./2‹. STRAP _ TYPICAL SQ.NECK MODERNIZATION /r---- - TYPICAL ROUND I DIFFUSER. SIZE ,, SHOP FABRICATED BOX, ,,-- NECK DIFFUSER. OF DUCT DROP TOSHEET v t /, SEE DETAILS. NECK STCH DE FUSER TRANS. HEIGHT AS REQ'D TO �! • FLEX CONN. -- �r+_- SEE DETAILS. FLEX CLEAR LIGHTS OR OTHER SIZE AS _ / 5' LENGTH —. -... \( CONSTRUCTIONS f- INDICATED — — W/ONE 900 BEND— — / 9000 SW DURHAM RD. ON DRAWING SUPPLY DUCT - a", ; 111� '• III '�—45°OVAL n TIGARD,OR.97224 \ — VD PLENUM /VD DUCT SIZE TO JOB NO: 16992.00 TAP OR MATCH RETURN AIR P l'U CONICAL GRILLE NECK SIZE ISSUE DATE: 06/19/2018 ROUND DUCT FITTING E - --3 REDUCER TO MATCH _ 36"MIN. DIFFUSER NECK SIZE SHEET METAL Jurisdiction Stamp Area IF BRANCH DUCT IS SCREWS OVERSIZED.LOCATE DIFFUSER MOUNTED ON NEOPRENE AT CONNECTION TO t� PADS TO DUCTWORK DIFFUSER. TURNING VANES 1 / Jam _ DOUBLE DEFLECTION BLADES ROUND SHEET METAL REQUIRED ON PLAN VIEW SECTION VIEW DUCT. IF OVER 10' RECTANGULAR A ( f cr o LG.INCREASE ONE DUCT SYSTEM ¢ RETURN AIR GRILLE, \ CEILING SUPPORT ADJUSTABLE DAMPER DUCT SIZE ELBOWS DAMPER SCREW NOTES: _ ^— SEE SPECIFICATIONS OR SYSTEM NOTES: SCHEDULE. FRAME TO 1. PROVIDE EXTERNAL DUCT INSULATION AS NOTED ON PLAN OR IN SPECIFICATION. 1. ADJUST INITIAL AIR FLOW DIRECTIONS AS SHOWN. FINAL AIR BALANCE SHALL 2. PROVIDE HANGERS AND SEISMIC BRACING PER SMACNA AND CODE REQUIREMENTS. MATCH CEILING SYSTEM MECHANICAL ADJUST FLOW DIRECTIONS TO REDUCE AIR VELOCITIES IN OCCUPIED SPACE TO 3. FLEX DUCT IS ONLY ALLOWED ABOVE CEILINGS AND NOT IN EXPOSED AREAS SQUARE OR RECTANGULAR 50 FPM (MAXIMUM). NECK w DETAILS SPIRAL GRILLE ON EXPOSED DUCTWORKfi) 4 AIR DUCTWORK ACOUSTIC RETURN BOOT SCALE:NONE SCALE:NONE SCALE:NONE CD 2 _ w I\/1J.01 Q. /\/ 111 FIRE PARTITION bassetti architects FIRE CAULK AT OPENING RETAINING ANGLES, BOTH SIDES.SECURE TO WALL --\, ,_.,,L-- -L,11 WITH MIN.#10 SCREWS 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206} 340 9519 THREADED ROD(TYP.) T CIVIL ENG{NEER& LANDSCAPE VIBRATION ISOLATOR(TYP.4) 6720 CardSW no Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland,OR 97232 DUCT PASSING THRU T(503)-467-4980 DEMISING WALL(ROUND r, r, OR RECTANGULAR) MECHANICAL ELECTRICAL& "`'""'"r_r MINERAL WOOL IN GAP PLUMBING ENGINEER -CORRIDOR- -APARTMENT- BETWEEN SLEEVE AND Glumac WALL OPENING 12"L WALL SLEEVE 900 SW Fifth Ave.,Suite 1600 -/-- - Portland,OR 97204 T(503)-227-5280 MIN.0.060"THICKNESS 316 SS OUTER STACK. \ .......,..iiiiiiiiiiiii_ v v�'` FOOD SERVICE CONSULTANT -__. l\/ PROVIDE MINIMUM Webb Foodservice Design 1 INCH ANNULUS BETWEEN 3700 SE Lafayette Ct. INNER AND OUTER DUCTS. DUCT TRANSITION FLEX CONN.(TYP.) ' (TYP.2) Portland, 97 202 T(503)-236-8566 NOTES: 2' DUCT PENETRATION TO BE IN ACCORDANCE WITH 2012 IBC 717.5.4 EXCEPTION#3: ACOUSTIC&AV CONSULTANT 3.1 DUCT NOT TO EXCEED 100 SQ. IN. The Greenbusch Group 2' 3.2 DUCT TO BE STEEL, NOT LESS THAN 24 GAGE THICKNESS 1900 W.Nickerson St.,Suite 201 3.3 DUCT NOT TO SHARE OPENINGS WITH CORRIDOR Seattle,WA 98119 3.4 DUCT TO BE ABOVE CEILING T 206-378-0569 3.5 DUCT NOT TO TERMINATE AT RATED GRILLE 12" 3.6 DUCT SLEEVE TO BE 12"Lx0.06"THICK WITH MINERAL IN ANNULAR SPACE 316 SS INNER STACK _ COST CONSULTANT SAME SIZE AS INLET % HORIZONTAL FAN Construction Focus DUCT CONNECTED 6DUCT PENETRATION TO FAN OUTLET INLET EXHAUST 740 Almaden St. DUCT FROM HOOD SCALE:NONE Eugene,OR 97402 SCALE:NONE T 541-686-2031 WEATHERPROOF MOTOR --i GALV.DUCT COLLAR& AND DRIVE HOUSING COUNTER FLASHING(FLASH INTO ROOFING)REFERENCE ARCHITECTURAL FOR DCPIRES: 12/31/19 0 0 FLEX DUCT NOT /,:, �Q� PROFf/VIBRATION ISOLATOR! T FLASHING DETAILSSEISMIC RESTRAINT SLEEVE ALLOWED. HARD iNf��SUPPORT ASSEMBLY , /� 11" / , .P r ATTACHED TO ROOF ROOFING �{ STRUCTURE. T �._ ice- , T I/ DUCT TO 90 44k---<- SHEETMETAL BOX 11cm. 0111 00 VOLUME DAMPER, ti (1SEE DRAWING FOR vise 3TA. PROVIDE CLEANOUT ALTERNATE LOCATION h'Uq , CN AT EACH FLOOR. 0 r\\.T P) REFERENCE DUCT V ARCHITECTURAL ' 8 CONICAL SPIN-IN PROVIDE EXTERIOR FIRE RATED WRAPNI ,, 7,--- R IN ACCORDANCE WITH OSMC / °- 506.3.11.2 AND 23 07 00 SECTION 2.05A. Will 1 - 490 SHOP FABRICATED S.M. BOX, HEIGHT AS ---'>._ \88(88888888881S881.18?ROOF. REFERENCE ARCHITECTURAL FOR 1 REQ D TO CLEAR LIGHTS OR OTHER ^�+r VERTICAL SHAFT ENCLOSURE TO / '1 �- l '� V c MEZZANINES a -_� CONSTRUCTIONS, MIN. BOX WIDTH ON DUCT T THRU ROOF I O D RATED WALL MID CONNECTION SIDE SHALL BE 2 WIDER ON CO - - ° N\'-x'83 EACH SIDE THAN THE CONNECTING DUCT NOTES: Q 10 MINIMUM HEIGHT IS: FLEX DUCT DIAMETER + G 1. DAMPER BLADES 3" 2. ELECTRIC ACTUATOR MOTOR INTERLOCKED WITH SMOKE DETECTOR OR FIRE ALARM SYSTEM.COORDINATE WITH ELECTRICAL DESIGN FOR POWER, CONTROL WIRING AND SEQUENCE OF OPERATION. 1 EXHAUST DUCT 3. ELECTRIC RESETTABLE FUSIBLE LINK CLOSES AND LOCKS THE DAMPER WHEN TEMPERATURE EXCEEDS PRESET TEMPERATURE.DAMPER MAY BE RESET _ G TO SLOPE MIN BY PRESSING RESET BUTTON.INTEGRAL DAMPER BLADE INDICATOR SWITCH FOR REMOTE MONITORING OF OPEN AND CLOSED POSITIONS. SQUARE OR C� 1/4!1'-0"TOWARD 4. STEEL RETAINING ANGLES,MINIMUM 1-1/2"x1-1/2"x0.060",FASTENED TO FIRE DAMPER SLEEVE. ANGLES SHALL BE INSTALLED ON ALL FOUR SIDES OF G HOOD DAMPER AND ON EACH SIDE OF THE WALL. FASTEN ANGLE TO SLEEVE WITH#10 SHEET METAL SCREWS(MINIMUM). ANGLE GAGE AND FASTENING % [`RECTANGULAR NECK-1g METHOD AS PERMITTED AS A CONDITION OF DAMPER LISTING. REFER TO MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.MINIMUM 1"ANGLE \ G OVERLAP ON ALL SIDES OF PARTITION WALL. ,,,G,I ,`` - KITCHEN HOOD 5. DAMPER SLEEVE ON OPPOSITE SIDE OF WALL FROM ACTUATOR MUST BE MINIMUM 3"AND MAXIMUM OF 6"LONG. II , LEXHAUST AIR 6. DUCT CONNECTION AS PERMITTED AS A CONDITION OF DAMPER LISTING.FLANGED BREAK-AWAY STYLE DUCT/SLEEVE CONNECTIONS ARE SHOWN. ,/ FI-1 �� DUCT COLLAR. 7. ACCESS DOOR SHOWN ON BOTTOM OF SLEEVE FOR ACCESS TO FIRE DAMPER BLADES.PANEL TO BE HINGED WITH AIRTIGHT SEAL.ACCESS SIZE MUST BE MINIMUM OF 12"BY 12"OR THE WIDTH OF DUCT IF SMALLER THAN 12"WIDE.ACCESS PANEL MUST BE LABELED WITH THE WORDS,"FIRE DOOR-DO NOT 4 CLEANOUT DOOR OBSTRUCT"IN LETTERS NO LESS THAN 1"IN HEIGHT. EXTERNAL INSULATION SHALL NOT CONCEAL ACCESS UNLESS A LABEL IS ATTACHED TO THE - TYPE,LOCATIONQUASTY AND INSULATION WHICH INDICATES THE EXACT LOCATION OF THE OPENING. CEILINGj.fr PER GMSC KITCHEN EXHAUST 8, DUCT SMOKE DETECTOR MOUNTED ON DUCT SLEEVE OPPOSITE ACTUATOR WITHIN FIVE FEET OF DAMPER.OR,AREA SMOKE DETECTORS CONNECTED CEILING SUPPORT I FOOD;REFERENCE DRAWINGS. TO CENTRAL FIRE ALARM SYSTEM.SMOKE DETECTORS SHALL BE ADDRESSABLE AND UNIQUELY TAGGED. SQUARE OR RECTANGULAR Is FOOD SERVICE 9. LOCATE 3/4"HIGH WHITE PLASTIC LAMINATE SIGNS WITH 3/8"HIGH BLACK LETTERING WITH THE INITIALS"FSD"AND UNIQUE NUMBER ON THE CEILING SYSTEM FACE CEILING REGISTER ACCESS DOOR OR T-BAR CEILING GRID IN THE AREA OF THE DAMPER ACCESS PANEL.ATTACH TO CEILING WITH EPDXY ADHESIVE. 1" MIN. ACOUSTICAL (FRAME TO MATCH 10. FIRE/SMOKE DAMPER DETAIL FOR REFERENCE ONLY.FIRE DAMPERS SHALL BE STATE FIRE MARSHAL APPROVED AND COMPLETE INSTALLATION SHALL BE LINING CEILING TYPE) PER MANUFACTURER'S PRINTED INSTRUCTIONS WHICH SHALL BE MADE AVAILABLE TO INSPECTION AUTHORITIES. KITCHEN HOOD AND EXHAUST FAN DETAIL WALL FIRE/SMOKE DAMPER-AIRFOIL HARD DUCT TO R/A OR E/A CEILING REGISTER 8 SCALE:NONE SCALE: NONE SCALE:NONE A REVISIONS DATE VERTICAL DUCT SHAFT SHEET METAL SUPPORT STRAPS(4 MINIMUM) \ - FIRE/SMOKE S, DAMPERRS,SEE SEE CONDENSATE PIPING • i SPECIFICATIONS&PLANS -- - \''= SLAB OR f ACCESS DOOR,SIZE SHALL STRUCTURE ALLOW SERVICE OF FIRE/SMOKE DAMPER, VOLUME DAMPER, NOTE# ,---. , NOTE#2 2 = 1"DEFLECTION 3/8"DIA.THREADED ROD(TYP) SPRING �� CONICAL SPIN-IN 5'-0"MAX. VIBRATION 1 ILEX CONNECTION(TYP) SUPPLY DUCT '1, c ISOLATOR(TYP 4) TIGARD TUALATIN SCHOOL DISTRICT , �� , , + BALANCE DAMPER [ - a - TIGARD HIGH Y /-CD \ SHEET METAL PLENUM W/1" r-- 1 / _______--- INTERNAL LINING --\ DUCT BRANCH j 0 TN. SCHOOL Am FIRE SEAL ALL AROUND, SEE SPECIFICATIONS,NOTE#1 n n u I \_RETURN _ PLAN VIEW -�-5 SUPPLY AIR LINEAR DIFFUSER, NOTE#1 (SEE RATED SHAFT,SEE DUCT SUPPORT STRAPS NOTE#3 SPECS) _ib._ -�_ 74-5 \DUCT OUTSIDE AIR ARCHITECTURAL DRAWINGS ,/ Ci_S / CONNECTION 9000 SW DH DUCT BRANCH REFRIGERANT PIPING FILTER WITH SIDE TIGARD,OR.URAM 97224RD. ACCESS JOB NO: 16992.00 + - ISOLATION VALVES ISSUE DATE: 06/19/2018 I STAINLESS STEEL DUCT INTEGRAL CONDENSATE UMC' BAND(TYP.) AIR FLOW c-' H Jurisdiction Stamp Area l { ACOUSTICAL FLEX (SEE CEILING(SEE AIR FLOW SPECIFICATIONS) ARCHITECTURAL DWG'S FOR TYPE) 45° iI L ACCESS DOOR,COORDINATE NOTES: CONNECTION PERS ACCESS IN CEILING,SEE 1. REFER TO PLANS FOR SIZES AND CONTINUATION. MANUFACTURERS -fir-- qi t ARCHITECTURAL DRAWINGS 2. PROVIDE MOISTURE ALARM IN UNIT FOR SECONDARY CONDENSATE PRODUCTION RECOMMENDATION - - 3. COORDINATE WITH STRUCTURAL DESIGN FOR CEILING ATTACHMENT,2/M902. ELEVATION -L=1/4 H 45°ANGLE TAP NOTE: NOTES: 4. LOCATE ISOLATION VALVES IN ACCESSIBLE LOCATION. 1. LINEAR DIFFUSER FRAME STYLE SHALL MATCH ARCHITECTURAL CEILING TYPE. 2. VOLUME DAMPER AT INLET TO FLEXIBLE DUCT. FOR INACCESSIBLE CEILING 1. PACKING AND SEALING MATERIALS AND SYSTEM OF INSTALLATION SHALL BE APPROVED BY THE MECHANICAL USE REMOTE OPERATED DAMPER OR PROVIDE 18"x18"MIN.ACCESS DOOR. FIRE MARSHALL 3. IF FLEXIBLE DUCT SIZE INDICATED ON PLAN IS DIFFERENT SIZE THAN INLET TO 2. COORDINATE 3. PROVIDE MASON NDINGED DOUBLECCESS DEFLECTOOR ACCESS WITH CEILING FRAMING AND OTHER ION NEOPRENE MOUNTS FOR DUCT RISER SUPPORTS. I- DETAILS PLENUM PROVIDE TRANSITION FITTING AT PLENUM INLET. W (1) SLOT DIFFUSER MOUNTING04 RISER TAKE-OFFS FAN COIL-SUSPENDED SCALE: NONE SCALE:NONE SCALE:NONE W M9.02 ALTERNATE DUCT LOCATION bassetti/ .-- q FLEX DUCT,12"MAX LENGTH r h WHERE REQUIRED architects HYDRONIC SUPPLY PIPING PROVIDE TURNING VANES WITH SIDE INLET ONLY 721 NW 9TH Ave, Suite 350 HYDRONIC RETURN PIPINGfr/ VOLUME DAMPER, Portland, Oregon 97209 SEE DRAWING FOR V UL LISTED VENT CAP T (206) 340 9500 F (206) 340 9519 SHOP FABRICATED SHEET LOCATION WITH 1/2"MESH DIFFERENTIAL PRESSURE SENSOR/TRANSMITTER METAL BOX,HEIGHT BIRDSCREEN. HTTO CLEAR LIGHTSS O OR OTHER I �% LI SOLDER WEATHER-TIGHT 1/4"OR 1/2"TUBING WITH BALL VALVE OBSTRUCTIONS, I CIVIL ENGINEER & LANDSCAPE MIN.BOX WIDTH -. ISOLATION SHALL BE 2" Cardno O iI 11/4" 1/2" WIDER ON EACH 24"MIN. ROOFING BY 6720 SW Macadam Ave Suite 200, PRESSURE GAGE OR OR Q TUBING WITH BALL VALVE ISOLATION SIDE THAN THE Portland, 9- 97219 .� ~�j T(503419-2500 CONNECTING DUCT ,/ MINIMUM HEIGHT IS: // STRUCTURAL ENGINEER . FLEX DUCT DIAMETER+3" \)== / / f/// NOTE#1 SQUARE ORIP///////// �/�// ��// // �-- 1"ACOUSTICAL LINING 1 Catena Engineers r ROUND NECK 1500 NE Irving St,Suite 412 -I VENT -''"•� (5la T(503))--PENTHOUSE ROOF T 97232 4677--4980 MECHANICAL ELECTRICAL& �� ► PLUMBING ENGINEER tNOTE: 900 SW Fifth Ave.,Suite 1600 Portland,OR 97204 CEILING 1. VENT,VENT CAP AND COUNTERFLASHING BY MECHANICAL CONTRACTOR _ Ti (503)-227-5280 DIFFUSER(FRAME TO 2. FLUE SIZE PER MANUFACTURER'S INSTALLATION INSTRUCTIONS MATCH CEILING(FRAME E TO 3. SEE SPECIFICATIONS FOR APPROVED MATERIAL FOOD SERVICE CONSULTANT -SEE FLOOR PLAN) Webb Foodservice Design 3700 SE Lafayette Ct. NOTES: Portland,OR 97202 1.REFER TO PLANS AND SCHEMATIC DIAGRAMS FOR DP SENSOR STATION LOCATIONS. T(503)-236-8566 2. DP SENSOR STATION LOCATIONS SHALL BE ACCESSIBLE FOR VIEW,SERVICE AND MAINTENANCE. ACOUSTIC &AV CONSULTANT 3.INSULATE ALL FITTINGS AND TUBING ON CHILLED WATER APPLICATIONS. NOTES: The Greenbusch Group 1900 W.Nickerson St.,Suite 201 1. ACOUSTICAL FLEX MAY BE USED FOR CONNECTION TO DIFFUSER SHEET METAL BOX. Seattle,WA 98119 2. DIRECT FLEX CONNECTION TO DIFFUSER IS NOT ACCEPTABLE.TYPICAL ALL. T 206-378-0569 DIFFERENTIAL PRESSURE SENSOR 0 4 SUPPLY DIFFUSER CONNECTIONBOILER FLUECOST CONSULTANT Construction Focus SCALE:NONE SCALE:NONE 740 Almaden St Eugene,OR 97402 T 541-686-2031 EXPIRES: 12/31/18 (", PRI91 I ) AG1” 0 90 BUTTERFLY VALVE P NOTES: - .41e....,,b � ) OREGON OPEN VENT TO ___ _ 1. PUMP FLOW SHALL BE TRIMMED USING VARIABLE SPEED DRIVE, �F O~ UNIT WITH COIL ,�-� ,;� WITH FLOW VERIFIED THROUGH VENTURI. `'' "cR 5\'L �� ATMOSPHERE WITH �,w_� `�!�� o FLOW MEASUREMENT VENTURI �S �,G� PERFORATED CAP MINIMUM 1"ABOVE FLOOD A. PROVIDE ENGRAVED PLASTIC TAG ON PUMP WITH HZ 'yUq M, C`� (MINIMUM RIM OF DRAIN PAN. • VFD (3) PIPE DIA.SPOOL CORRESPONDING TO BALANCED MAXIMUM DESIGN PUMP OF FIVE 1/8"HOLES).CAP SUCTION UPSTREAM OF VENTURI FLOW. SHALL BE REMOVABLE FOR DRAIN PAN ® O 2. PRESSURE GAUGE:CONNECT TO PUMP FLANGE TAPS AND INLET MAINTENANCE. ° TO STRAINER. 3. PROVIDE MINIMUM FIVE PUMP INLET DIAMETERS STRAIGHT TO 1%SLOPE(MIN) 1"MIN. .� PUMP SUCTION. C �/ __-- SILENT 4. DISCHARGE CHECK VALVE TO BE MINIMUM FIVE PIPE DIAMETERS tl DIELECTRIC UNION ii ' ' CHECK VALVE AFTER PUMP DISCHARGE. t� ► 5. CHECK VALVES,SHUT-OFF VALVES,STRAINER TO BE FULL SIZE. TRAP DEPTH SHALL BE 3" -11±- I •PRESSURE GAUGE 6. DIV 23 TO LOCATE AND MOUNT VFD.VFD SHALL HAVE 42" MINIMUM OR 1"GREATER POVj THAN THE TOTAL STATIC ..111.411.01.• /j e I `\ .BALL VALVE(TYP) PRESSURE OF THE SUPPLY TYPE"L"OR"M"COPPER TUBING } CLEARANCERIN FRONTAPER NEC.PREFERRED LOCATIONS DDG ARE: A. ON WALL BEHIND PUMP. FAN(IN.WG.),WHICHEVER IS WITH WROUGHT COPPER FITTINGS. O STRAINER .1_- •� B. ON STRUT PEDESTAL BOLTED TO HOUSEKEEPING PAD �', ECCENTRIC REDUCER VERTICAL EDGE. GREATER. 1 7. VFD MAY BE USED FOR VARIABLE AND CONSTANT FLOW VW THREADED BRASS �\ APPLICATIONS,AS VFD FUNCTIONS AS COMBINATION STARTER/ CLEANOUT PLUG. 1Ot O �\\ DISCONNECT/SOFT-START/BALANCING DEVICE. ON ‘ 8. REFER TO SECTION 230548 FOR VIBRATION ISOLATION/SEISMIC NOTES: C) 3/4"HOSE ENDREQUIREMENTS. DRAIN VALVE -. \�� CONCRETE GROUTED INERTIA BASE® 9. VERTICAL PIPING WEIGHT SHALL BE FULLY SUPPORTED BY 1.CONDENSATE PIPE TERMINATION SHALL BE LOCATED A MINIMUM OF 1"ABOVE _ WITH 1 1/2"DEFLECTION SPRING SPRING PIPE HANGERS. THE FLOOD RIM OF AN APPROVED TRAPPED RECEPTOR,LANDSCAPING AREA OR FLEXIBLE .1. PUMP ; ISOLATORS 10. SUCTION DIFFUSER WITH STRAINER MAY BE USED IN LIEU OF OTHER LOCATION AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CONNECTION(TYP). I,' _ - WYE STRAINER AND L.R.ELBOW. 2.ALL INTERIOR CONDENSATE DRAIN PIPING ABOVE CEILINGS SHALL BE INSULATED. I 111011 0 3.PROVIDE PIPE SUPPORTS AS REQUIRED TO MAINTAIN MINIMUM 1%SLOPE. 10 L.R.ELBOW 4.INSTALL TRAP PARALLEL TO UNIT, IF POSSIBLE. IC) SEISMIC RATED ANCHOR BOLT 5.MINIMUM CONDENSATE PIPE SIZES SHALL BE PER THE FOLLOWING TABLE UNLESS (1 8) PIPE SUPPORT ,Ani..--: , WITH MINIMUM 3"EMBEDMENT, LARGER SIZE IS SHOWN ON PLANS OR AS REQUIRED BY AUTHORITY HAVING TWO PER ISOLATOR JURISDICTION AND/OR LOCAL BUILDING CODE REQUIREMENTS. Al �� INERTIA BASE CAPACITY SIZE I �' ' I UP TO 20 TONS 3/4" FLOOR 21 TO 40 TONS 1" 41 TO 90 TONS 1-1/4" SEISMIC SNUBBER® ____ 91 TO 125 TONS 1-1/2" 6 COOLING COIL CONDENSATE TRAP SCALE:NONE At REVISIONS DATE CLOSED. LOOP HEATING WATER PUMP W/ VARIABLE SPEED DRIVE SCALE:NONE PROVIDE WEATHER PROOF INSULATION ALUMINUM JACKET FOR (IF REQUIRED) EXPOSED INSULATION •••• •••• •••• •••• •••• INSULATED PIPE WITH .��•r•.�. .�r•Q•��s+:�.� 4f4I1titt •, • •.• PIPE SUPPORT •• •••, >.•.Ys,• TIGARD TUALATIN SCHOOL DISTRICT s i / s sss ► �♦ A04 .d►. .�, ,►d SEE NOTES BELOW ., ,:- ss ►•s•\ o 4 s+ss� AR• • TIGARD HIGH vs,- „,,,..4410 �'t �,its�. GYPSUM VERMICULITE CAULKING �`--'' ,`"-�' t""""' `"� .� y t �� PIPE ROLL SUPPORT OR PERLITE INSULATION LP ALL AROUND1-2---,-----,---1 --U �� v FIRE PACKING AS . TO SEAL REQUIRED TO MAINTAIN -+r SCHOOL SLAB RATING, I I 1 s= UNISTRUT NOTE#1 SLAB MODERNIZATIO� LA LEAD STACK FLASHING 1*DEEP MASTIC SEAL TOP AND BOTTOM ' = SLAB PENETRATION,AND SLEEVE, PIPE SUPPORT POST ARCHITECTURAL ECTURAL FOR NOTE#2 AND#3 FLASHING DETAILS 12"MIN • °•4 '+ ►` ' 0e 0 / I �/ MOP LEAD IN WITH ROOFING 9000 SW DURHAM RD. o e e �' o • ° TIGARD,OR.97224 ••••••• •• •••••••••••••• •�••••••••••••••••*' • •••, •i s•s••••ia,..•••••••••••••••4 •sssO•••••s••••••••••••••••4 s,.:4,,.0:••s:+:•�'ss•:•:4A :•:•:•:•••••••:•:•:•:•:•:••.• � .........•..... ••• .• ••••••••• .,.....«.. ..... .......... ..•..• .,... .,....... ............. .. INSULATION o • o , p do �' ••••••••••••••••� �� •••�•� •P+s•• 4,1.,• • 446.••••••••• �.r.•i i i ii i i .!�!s!� ♦..�s.�s�s�s�s�s�s��s�s�s�\ �D.•.++❖.•*•+O•s••O�.ts�s�� s��;��s�s�s�s�s�s� �� o D .4 ,p,..., sswsssss.. :wssssss.sss.. o d �w; e " e JOB NO: 16992.00 • o• .. 1 - •e ROOF ISSUE DATE: 06/19/2018 o c . • a o I ; 1T l j L1/2"MIN. / ,. / \ - / CONSTRUCTION Jurisdiction Stamp Area 24 GA, 1-1/2"x1-1/2" RETAINING RING10"X10"STEEL / TOP AND BOTTOM, /111 ; Ill[;F • PLATE WELDEDTO PIPE POST SECURE TO DUCT -Flr- _, 1"-TYPICAL W/SHEET METAL ALL AROUND SCREWS OR TO PIPE LOCATE PIPE SUPPORT WITH BAND CLIP OVER ROOF STRUCTURES -- WHERE REQUIRED MULTIPLE PIPE SUPPORT SINGLE PIPE SUPPORT CC OF DUCT OR PIPE NOTES: MECHANICAL 1. IF PENETRATION MUST BE FIRE RATED,THE PACKING AND SEALING MATERIALS AND SYSTEM OF INSTALLATION NOTES: MUST CONFORM TO THE REQUIREMENTS OF SECTION 07270.ALL PENETRATIONS ARE TO BE IDENTIFIED AND 1. COORDINATE ANCHORAGE REQUIREMENTS WITH STRUCTURAL DESIGN. DETAILS SYSTEM APPROVED PRIOR TO INSTALLATION. 2. POLYISOCYANURATE INSULATION INSERTS SHALL BE INSTALLED WITH CONTINUOUS VAPOR BARRIERS AND SHEET W 2. COORDINATE SIZE AND LOCATION OF SLAB PENETRATION WITH STRUCTURAL ENGINEER. METAL ABRASION SHIELDS ON ALL CONDENSER WATER PIPING TO PREVENT CONDENSATION. PIPE SADDLES MAY BE 3. EXTEND SLAB SLEEVES 1-INCH ABOVE FINISHED FLOOR. USED ON ALL HOT WATER PIPING FOR SUPPORT. DUCT OR PIPE SLAB PENETRATION ROOF PIPE SUPPORT �" c SCALE: NONE SCALE:NONE0 c w M9.03 a. PUMP DISCHARGE I S FROM PUMP I, S TO PUMP bassett,' PUMP SUCTION architects I ,.. NCI J NC BALL VALVE, PRESSURE QUICK FILL COLD WATER MAXIMUM 6' 721 NW 9TH Ave, Suite 350 RELIEF BYPASS MAKE UP.SEE AFF(TYP) Portland, Oregon 97209 VALVE,ROUTE 1&LNAe(N SIg jSL PLUMBING T (206) 340 9500 F (206) 340 9519 DRAIN PIPE TO AFTER INITIAL FILL DESIGN FOR 3/4" 3/4" REMOVAL FLOOR SINK AND CONTINUATIO V COVER PRESSURE REMOVE HANDL,= N GAUGE NC MV 1.---k f ' MANUAL AIR CIVIL ENGINEER & LANDSCAPE SIZE AS VENT Cardno (TYPICAL) NO NO 3/4"to 2" �{ 6720 SW Macadam Ave Suite 200, o ;4 1 ;:1. �. is l: + I - S CHEMICAL POT FEEDER TANK Portland,OR 97219 1, '. CONNECT TOT(503)-419-2500 / \•�V • STRAINER WITH UNION(TYP) HYDRONIC HOSE STRUCTURAL ENGINEER SYSTEM3/4" BALL VALVE TYPICAL RERM6 ESSURE AND OSPE BIBB DRAIN Catena Engineers ( ) BACKFLOW PREVENTER 1500 NE Irving St.,Suite 412 (RP) CONCRETE Portland,OR 97232 PRESSURE WITH INTEGRAL CHECK I T(503)-467-4980477;7 503)-467 4980 EXPANSION ANCHOR REGULATING VALVES,TEST PORTS,AND J BOLT(TYP FOR 3 LEGS) MECHANICAL ELECTRICAL & VALVE SHUTOFF VALVES CONCRETE PLUMBING ENGINEER PAD Glumac FIXED AIR GAP FITTING 900 SW Fifth Ave.,Suite 1600 WITH 2"DRAIN TO - Portland,OR 97204 FLOOR - o T(503)-227-5280 NOTES: SINK 1. MINIMUM CAPACITY 5 GALLONS,UNLESS OTHERWISE NOTED. FOOD SERVICE CONSULTANT NOTES: 2.CONNECT CHEMICAL FEED DISCHARGE LINE TO RETURN PIPING. Webb Foodservice Design 1. INSULATE DOMESTIC COLD WATER PIPING AND FITTINGS. 3.FOR PIPE SIZES&CONTINUATION SEE DRAWINGS. 3700 SE Lafayette Ct. 4. INSULATE PIPING PER SPECIFICATIONS.POT FEEDER TANK DOES Portland,OR 97202 2. PROVIDE DRAIN LINES,MINIMUM 1/2",FROM VENTS AND RELIEF VALVES AND ROUTE NOT REQUIRE INSULATION. T(503)-236-8566 TO NEAREST FLOOR SINK. 5. MINIMUM 3/4"PIPE SIZE, UNLESS OTHERWISE NOTED ON PLANS. 3. SET PRESSURE REGULATOR TO A MINIMUM OF 4 PSI GREATER STATIC HEAD AT 6.COORDINATE ANCHORAGE REQUIREMENTS WITH STRUCTURAL ACOUSTIC &AV CONSULTANT HIGH POINT OF SYSTEM.REFER TO EXPANSION TANK SCHEDULE FOR PRESSURE SETTINGS. DESIGN. The Greenbusch Group 1900 W.Nickerson St.,Suite 201 6 MAKEUP WATER RP DEVICE CHEMICAL POT FEEDER Seattle,WA98119 T 206-378-05698-0569 SCALE: NONE SCALE: NONE COST CONSULTANT Construction Focus 740 Almaden St. MANUAL AIR VENTMV NO Eugene,OR 97402 PRESSURE GAUGE ', CONNECT TO SIDE T 541-686-2031 ©• OF C kiXTLNNL) TYP) EXPIRES: 12/31/19 • AIR CHARGING VALVE 3/4"(MIN) (4,..,,,, D PNOFFssj it eeT,‘„, i ANTI- 90 THERMOSYPHON LOOP, 12"DEEP(MIN) �F do CHEET METAL DUCT WITH "O 410 5‘' . 1-1/2"STANDING INTERNAL DUCT INSULATION OR 3"""DIRT LEG WITH sy0,q M Cg" SEAM RIVETED OR DOUBLE WALL DUCT AT ROOF INSULATION JACKET BOLTED AT PENETRATION AND ON ROOF(TYP) ON ALL EXPOSED HOSE BIBB DRAIN CORNERS AND MAX 8"OC SURFACES AND CONTINUOUS 1/4"X1" HIGH CAPACITY CAP FLASHING NEOPRENE GASKET (TYP) AUTOMATIC 3" AIR � �i t LIFTING LUGS ASME PRESSURIZED CANT STRIP,MIN .. PRE FABRICATED STEEL VENT �� VERTICAL HIGH(TYP) • - CURB WITH WOOD NAILER, ROUTE INSULATION JACKET C BLADDER TYPE PRE-CHARGED PACK INSULATION = MIN 8"HIGH DRAIN ON ALL EXPOSED EXPANSION IN VOID SPACE '" TO FLOOR NO ° SURFACES TANK 1/4"LAG SCREWS AT 8" DRAIN OR AROUND DUCTCLEVIS PIPE HANGER • il c' OC(MIN 2 PER SIDE) FLOOR ATTACHED TO STRUCTURE OPENING(TYP) .. SINK (TYP) ROOFING ,= E COUNTER FLASHING .. X I CALCIUM SILICATE " 'fr. _z=_nICI_IIi-zz i.:E22•72 4 `� .' 0_>r r e` II_re:e__= INSULATION WITH FACTORY 3/4 HOSE BIBB r -\ \►��+ ° _ ° GALVANIZED MOUNTING DRAIN tr 1 '-A, 1 -, _ r-- ANGLE(TYP) \ AND CAP STEEL •• - FLOWS FLOW SHIELD CONCRETE EXPANSION 3/8"THRU BOLT,LOCK " ,.o.. ;�; ROOF INSULATION IN r OUT . -» ' - -- MIN (TYP) 1ie/ CONCRETE WASHER AND NUT AT ,. �---� a: ,+ " HOUSEKEEPING PAD, A .. 'r METAL DECK " .:• • 4 24"OC(MIN 2 PER SIDE) + ." 6" ..y � ...., SECURE DUCT RISER TO THICK(MIN) + it ,...--•• FRT DF#1 LEVELING e °- A INIMUMELEVATION ,: +• ;: 4OPENING FRAME WITH BLOCK DRAIN PIPE • • • ' 1/4"SHEET METAL SCREWS(MIN SHAPED TO LEVEL CURB ROUTED TO -• : p -`. -�" 2 PER SIDE) / WOOD BLOCKING FLOOR SINK NOTES: DUCT RISER WITH INTERNAL STEEL CHANNEL- ®1: m 1. COORDINATE WITH STRUCTURAL DESIGN FOR CONCRETE ATTACHMENT. INSULATION, TRANSITION TO SEE 2. TANK INSULATION IS NOT REQUIRED WHEN USING AN ANTI-THERMOSYPHON LOOP. EXTERNAL DUCT INSULATION STRUCTURAL PLANS NC 3. PRE-CHARGE TANK AS SCHEDULED. BELOW THE ROOF NOTES: 1. COORDINATE ROOF OPENING BLOCKING,CURBING,CANT STRIP AND FLASHING WITH ROOFING NOTES: CONTRACTOR. ROOF PENETRATIONS SHALL NOT VOID ROOF WARRANTY. 1. INSULATE ALL SURFACES OF AIR SEPARATOR AND PIPING. REFER TO SPECIFICATION. 2. IF PENETRATION MUST BE FIRE RATED,THE PACKING AND SEALING MATERIALS AND SYSTEM OF 2. INSTALL HIGH CAPACITY AUTOMATIC AIR VENT ON TOP OF AIR SEPARATOR AND ROUTE DRAIN At REVISIONS DATE INSTALLATION SHALL BE APPROVED BY FIRE MARSHAL LINE TO FLOOR SINK. 3. COORDINATE SIZE AND LOCATION OF ROOF PENETRATION WITH STRUCTURAL ENGINEER. 3. COORDINATE WITH STRUCTURAL DESIGN FOR ATTACHMENT REQUIREMENTS TO STRUCTURE. 0 DUCT PENETRATION-METAL ROOF8 AIR SEPARATOR EXPANSION TANK SCALE: NONE SCALE: NONE SCALE: NONE STRAIGHT INLET DUCT SHALL BE 2X DUCT TEMPERATURE AND HWS HWR GATE VALVE(TYP) DIAMETERS IN LENGTH(MINIMUM). ROUND PRESSURE TEST TAP TIGARD TUALATIN SCHOOL DISTRICT BRANCH DUCT MAY MATCH TERMINAL PRE'SURE GAUGE(TYP) TIINLET GAR D H I G H SIZE WITHIN FIVE FEET OF MAIN, BUT MUST BALL VALVE(TYP) NO-- ] -= NO THERMOMETER IN 1"x20 GAUGE BE UPSIZED FOR GREATER DISTANCES TO -FLOW CONTROL THERMOWELL(TYP) c H 00 L STEEL OVERCOME PRESSURE DROP. - �Jy VALVE WITH AIR INTAKE VENT PIPE Y UP TO STRAP TO UPPER WHERE APPLICABLE, LOCATE DISCHARGE MEMORY STOP(TYP OF 2) MANUAL AIR VENT 0..-----rEN,LTECRAFLUE P ATTACHMENT(TYP) TEMPERATURE SENSOR,5'DOWNSTREAM , 3/4" (1 GPM MAX) (TYP) �l ally , N .� lviODERNIZATION HEATING COIL(MIN) CPVC CORROSION TEMPERATURE AND FS ,� t MUFFLER COUPON HOLDER WITH PRESSURE RELIEF VALVE I 3/4"VENT PIPE UP ,-. ,,, 11 ci,U ANO 314" NYLON SCREW(TYP OF 2) WITH 3/4"DRAIN PIPE TO NC . THRU ROOF E �� FLOOR SINK I NO 9000 SW DURHAM RD. 3 b ci / Io I _ NATURAL GAS PIPE TIGARD,OR.97224 WITH SERVICE VALVE lb. 60"MINIMUM TO 7 CPUC PIPE(TYP) 0.15 DEFLECTION NEOPRENE " I NATURAL GAS �, FIRST BALL VALVE(TYP) MOUNTS OR PADS I 11J 17 PRESSURE JOB NO: 16992.00 RECTANGULAR TAKE-OFF I BOILER ISSUE DATE: 06/19/2018 OR ROUND SHEET METAL PLENUM REGULATOR, IF WITH INSULATION LINER Jurisdiction Stamp Area MAIN HEATING WATER COIL 11 i 1 '� DIRT LEG, 12"DEEP SUPPLY DUCT VAV TERMINAL WITH DAMPER, NOTES: WITH CAP 45 DEGREE OR CONICAL ACTUATOR AND CONTROLLER PROVIDE CPVC CORROSION MONITORING RACK WITH A MINIMUM OF TWO CONCRETE N-P HOUSEKEEPING PAD(6" LH s ,.► I BOILER DRAIN AND CONDENSATE ENTRY BRANCH TAKE- NYLON COUPON HOLDERS. PROVIDE ONE NEW MILD STEEL COUPON AND ROUTED TO CONDENSATE OFF MANUAL VOLUME DAMPER WITH ONE COPPER COUPON. INSTALL STEEL COUPON IN HOLDER UPSTREAM OF MINIMUM) NEUTRALIZER AND TERMINATED LOCKING QUADRANT AT EACH TAKE-OFF, HERE MULTIPLE TAKE-OFFS OCCUR COPPER HOLDER. AT FLOOR SINK 2. PROVIDE NEW COUPONS IN SYSTEM AT START OF WARRANTY PERIOD TO NOTES: OBSERVE MILS-PER-YEAR CORROSION RATE AND INSTRUCT OWNER'S 1. SHEET METAL OUTLET PLENUM SHALL BE LINED WITH 1"THICK FIBER-FREE INSULATION LINER. REPRESENTATIVE ON MONITORING PROCEDURES. NOTES: 1. INDOOR CONDENSING BOILER PIPING.PROVIDE ALL FITTINGS AND PIPING AS REQUIRED BY MANUFACTURER. 2. MAINTAIN ADEQUATE CLEARANCE TO EASILY ACCESS AND MAINTAIN DAMPERS AND CONTROLS. 2. PROVIDE NATURAL GAS PRESSURE REGULATOR AS REQUIRED BY BOILER MANUFACTURER. 3. UNLESS OTHERWISE NOTED ON THE DRAWINGS, INSIDE CLEAR DIMENSIONS SHALL BE 2"HIGHER 3. PROVIDE BOILER DRAIN PIPE(S)WITH MANUAL SHUTOFF VALVE AS REQUIRED BY BOILER MANUFACTURER. THAN TERMINAL UNIT OUTLET HEIGHT AND 4"WIDER THAN TERMINAL UNIT OUTLET WIDTH TO 4. ALL SENSORS AND THERMOSTATS SHALL BE LOCATED SO THEY ARE EASILY READABLE FROM STANDING POSITION. MECHANICAL MINIMIZE NOISE TRANSMISSION TO DIFFUSERS. 5. FOR PIPE SIZES&CONTINUATION SEE DRAWINGS. 4. INSIDE CLEAR DIMENSIONS MAY BE REDUCED TO MATCH UNIT OUTLET DIMENSIONS WHERE ALL 6. INSULATE ALL HEATING WATER PIPING AND FITTINGS PER SPECIFICATIONS. DETAILS DOWNSTREAM SUPPLY DUCTWORK IS GREATER THAN 20 FEET IN LENGTH WITH A MINIMUM OF TWO 7. PROVIDE FLOW SWITCH AS REQUIRED BY MANUFACTURER. I'- 8. COORDINATE ANCHORAGE REQUIREMENTS WITH STRUCTURAL DESIGN. W 90 DEGREE ELBOWS PRIOR TO CONNECTION AT EACH DIFFUSER. 9. DETAIL ASSUMES 1:1 PUMP TO BOILER RATIO, IF(1)PUMP SERVES MORE THAN(1)BOILER, (f) 0 VAV TERMINAL W REHEAT COIL COUPON RACK DETAIL POWERED ISOLATION VALVES CONTROLLED BY BAS ARE REQUIRED. SCALE:NONE SCALE: NONE INDOOR CONDENSING BOILER 2 SCALE:NONE E M9. 04 } Po A SHUTOFF VALVE(TYP) Q 4) HWR HWS • MANUAL BALANCING VALVE.' CO ',-;; CO jl � MANUAL AIR VENT 2 PIPE DIAMETERS- GHEET METAL DUCT MIN CO STRAIGHT LENGTH /JEJSSEJtt/ METAL FASTENERS 1"THICK DUCT LINER I OR GRIP NAILS TO architects' 5 PIPE DIAMETERS- �te s BE INSTALLED NOT 441111 LINER TO BE LJy STRAIGHT LENGTH MORE THAN 2" ADHERED TO , '`FROM WITH 90 PERCENT no- A SECTION A-A , 1 DUCTr TT r 3-WAY MODULATING FLOW 721 NW 9TH Ave, Suite 350 EDGE OF LINER. �,'� /\ AB CONTROL VALVE.MOUNT Oregon 97209 (MINIMUM) ell Portland, r. ADHESIVE 1t,�\, f TT A�� IN UPRIGHT POSITION. T (206) 340 9500 F (206) 340 9519 -,111k, E 1�II�41 - BALANCE BYPASS FLOW 44. �6� BOTTOM NOTES: AIR FLOW 1 • 'N11► SECTIONS OF 1. WALL ASSEMBLY:MINIMUM 6"THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT(100-150 11 TO MATCH COIL FLOW 'k ' THEN REMOVE VALVE l<7' % %�. LINER PCF)CONCRETE WALL.WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE CIVIL ENGINEER& LANDSCAPE �'A�eMql. ,,;; ,, �` SHALL OVERLAP BLOCKS.MAXIMUM OPENING SIZE IS 10-1/2". HEATING WATER COIL 41( - TT. HANDLE Cardno _ �,. ,� THE SIDES 2. THROUGH PENETRANT:ONE METALLIC PIPE OR TUBE INSTALLED EITHER CONCENTRICALLY OR 6720 SW Macadam Ave Suite 200, �� 777 V V V V V S1\V 1I ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM.THE ANNULAR SPACE BETWEEN PIPE OR TUBING UNION(TYP) / PRESSURE AND Portland,OR 97219 �'' '�' w. '� AND PERIPHERY OF OPENING,SHALL BE MINIMUM OF 0"TO MAXIMUM 1-7/8".PIPE OR TUBING TO BE 4 TEMPERATURE T(503)-419-2500 ►=� " �4* } '� RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY.THE FOLLOWING TYPES AND SIZES OF FLEXIBLE(EPDMIKEVLAR) TEST TAP X STRUCTURAL ENGINEER �* .:+ �� } METALLIC PIPES OR TUBING MAY BE USED: REINFORCED HOSE WITH (TYPICAL) o� "� 1i�� I ,A,n n n n,�,n n n A. STEEL PIPE:NOMINAL 8"(OR SMALLER)SCHEDULE 10(OR HEAVIER)STEEL PIPE. BRAIDED STAINLESS STEEL Catena Engineers '`� el � �� STRAINER W/ 1500 NE Irving St,Suite 412 \y � B. IRON PIPE:NOMINAL 8"(OR SMALLER)SERVICE WEIGHT(OR HEAVIER)CAST IRON SOIL JACKET,MINIMUM 12"LONG PIPE,NOMINAL 8"(OR SMALLER)OR CLASS 50(OR HEAVIER)DUCTILE IRON PRESSURE PIPE. (TYP) HOSE Portland,OR 97232 C. COPPER TUBING:NOMINAL 4"(OR SMALLER)TYPE L(OR HEAVIER)COPPER TUBING. CUTAWAY VIEW DUCT SECTION BIBB DRAIN VALVE T(503)-467-4980 D. COPPER PIPE:NOMINAL 4"(OR SMALLER)REGULAR(OR HEAVIER)COPPER PIPE. NOTES: MECHANICAL ELECTRICAL & 3. FILL,VOID OR CAVITY MATERIAL-CAULK OR SEALANT:MINIMUM 5/8"THICKNESS OF CAULK APPLIED 1. WATER SHALL BE PIPED COUNTER FLOW TO AIRFLOW,SUPPLY AT BOTTOM. PLUMBING ENGINEER WITHIN THE ANNULUS,FLUSH WITH BOTH SURFACES OF WALL.MINIMUM 1/4"DIAMETER BEAD OF 2. LOCATE PIPING TO CLEAR ACCESS DOORS. Glumac NOTES: CAULK APPLIED TO PENETRANT/WALL INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF 3. SHUTOFF VALVES TO BE BALL TYPE FOR SIZE 2"AND BELOW,AND BUTTERFLY FOR 2-1/2"AND ABOVE. 900 SW Fifth Ave.,Suite 1600 1, PROVIDE DUCT LINER AT LOCATIONS SHOWN ON DRAWINGS. WALL THE HOURLY F RATINGS AND THE MINIMUM REQUIRED FIRESTOP MATERIALS ARE 4. INSULATE PIPING,VALVES AND FITTINGS FROM PIPE MAINS TO COIL CONNECTIONS. Portland,OR 97204 2. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. DEPENDENT UPON A NUMBER OF PARAMETERS,AS DEFINED BY THE MANUFACTURER'S 5. MULTIPLE DUTY VALVES ARE NOT ALLOWED. T(503)-227-5280 INSTALLATION INSTRUCTIONS. T=0 HR. 6, INSTALL ANCHORS AND SUPPORTS TO ALLOW COIL MOVEMENT IN ALL DIRECTIONS WITH MINIMAL PIPE STRESS. 3. ALL ENDS OF LINER TO BE COATED WITH ADHESIVE.ENDS OF LINER SHALL BE BUTTED FIRMLY TOGETHER. 4. 3M SYSTEM#W-J-1127. 7. MOUNT STRAINER AT LOW POINT. IF NOT POSSIBLE,PROVIDE SEPARATE DRAIN VALVE. FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland,OR 97202 DUCT LINER PIPE PENETRATION CONCRETE WALL 2 HR RTU/OSA HEATING WATER COIL 3-WAY T(503)-236-8566 9 SCALE:NONE 6 SCALE:NONE SCALE:NONE ACOUSTIC&AV CONSULTANT The Greenbusch Group 1900 W.Nickerson St,Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene,OR 97402 T 541-686-2031 1 BALL VALVES(TYP) Kc t ' MANUAL AIR VENT HWR -0HWS A � EXPIRES: 12/31/19 41 20 GAUGE,MINIMUM,RAIN HOOD. 2 PIPE DIAMETERS (k4- 4t‘� GINE._ f�Q ALL JOINTS SOLDERED.SIZE AS r---'.\\, r---t r-"N 11 HEATING MIN STRAIGHT LENGTHi �tBOREQUIRED TO PROTECT ALL Q '1,1 -A .EAT COI20 GAUGE, MINIMUM, PES1 1 1 SHEETMETAL 1�G/�UGE,MINIMUM,SHEETMETAL ; 1 ( 41414 5 PIPE DIAMETERS PENETRATION PANEL.CAULK ALL / (.; 141414 MIN '0%41 713�' END CAP.CAULK ALL PIPE PIPE PENETRATIONS \'-_ 1111111 Sy L PENETRATIONS WATERTIGHT. *___t VIM 1 1 STRAIGHT LENGTH Uq M. C' ' WATERTIGHT. 114414 IT CONTINUOUS CAULKING AROUND 1 1 PERIMETER.ATTACH TO CURB _,", A 0 V 1 B 1144 WITH 1/4"SCREWS AT 6"ON A •EIIIATION(MINIMUM)TO FILL B �� B `T 4r ‘ / VOID /\/ AIR FLOW BETWEEN AND AROUND PIPES. V UNION(TYP) b /1\\N\ / i CONTINUOUS 1/4"X2"NEOPRENE SECTION A-A TT 45 DEGREES YN GASKET NOTES:® .4 1 \\ WITH 1/4"GAP AT EACH CORNER(TYP) 1. WALL ASSEMBLY:THE 1 OR 2 HOUR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE FLEXIBLE(EPDM/KEVLAR) t A / z PRE-FABRICATED STEEL CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES REINFORCED HOSE WITH BRAIDED CURB WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING STAINLESS STEEL JACKET, FLASHING >f fi 4. WITH WOOD NAILER AND 2" CONSTRUCTION FEATURES: MINIMUM12"LONG(TYP) BALANCING NINSULATION F# L LEVELING HIGH A. STUDS-WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS(MAX 2 HR FIRE RATED ASSEMBLIES)OR VALVE CANT STRIP,MIN ;- STEEL CHANNEL STUDS. BLOCK STRAINER W/ 3*HIGH(TYP) __ - B. GYPSUM BOARD-NOM€NAL 5/8"THICK.THE GYPSUM WALLBOARD TYPE,THICKNESS,NUMBER OF LAYERS, 3-WAY MODULATING FLOW �'f y N‘hit.:, •��•�,". �{��LL��CURB HOSE CONTROL VALVE.MOUNT _ ,, 7FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 BIBB DRAIN VALVE 4 �► SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. IN r.„ .4, 2. THROUGH PENETRANT:ONE METALLIC PIPE OR TUBE INSTALLED EITHER CONCENTRICALLY OR PRESSURE AND UPRIGHT POSITION. ..I,' ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM.THE ANNULAR SPACE BETWEEN PIPE,CONDUIT OR TUBING TEMPERATURE 3ALANCE BYPASS FLOW TO AND PERIPHERY OF OPENING SHALL BE MIN tiff E".PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH TEST TAP(TYP) 3/8"THRU BOLT,LOCK I I 1 . ,_, METAL DECK SIDES OF WALL ASSEMBLY.THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR TUBING MAY BE USED: MATCH COIL FLOW. WASHER AND NUT AT 3/8"THRU BOLT,LOCK A. STEEL PIPE:MAXIMUM 12" DIAMETER STEEL PIPE. REMOVE 24" B. IRON PIPE:MAXIMUM 12" CAST IRON OR DUCTILE IRON PIPE. BALL VALVE HANDLE. OC(MIN 2 PER ,,,� „o WASHER AND NUT AT )ANGLE IRON PIPES 24"OC(MIN 2 PER C. COPPER TUBING:MAXIMUM 6"TYPE L OR HEAVIER COPPER TUBING OR COPPER PIPE. FOR SIDE) D. FLEXIBLE METAL PIPING:MAXIMUM 2" DIAMETER AS ALLOWED BY UL LISTING. NOTES: PIPE SUPPORT AS 3. FILL,VOID OR CAVITY MATERIAL-CAULK OR SEALANT:MINIMUM 5/8"OR 5/8"THICKNESS OF CAULK FOR 1 AND 2 1. MINIMUM 2-ROW COIL,UNLESS OTHERWISE NOTED ON PLANS. EQU�R HOUR RATED ASSEMBLIES,RESPECTIVELY,APPLIED WITHIN ANNULUS,FLUSH WITH BOTH SURFACES OF WALL. 2. MINIMUM 3/4"PIPE SIZE,UNLESS OTHERWISE NOTED ON PLANS. NQ9 ED DIAMETER BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT 3. WATER SHALL BE PIPED COUNTER FLOW TO AIRFLOW,SUPPLY AT BOTTOM. 1. COORDINATE ROOF OPENING,BLOCKING,CURBING,CANT STRIP&FLASHING WITH ROOFING INSTALLER.ROOF MINIMUM 1/4 CONTACT LOCATION ON BOTH SIDES OF WALL.THE HOURLY F RATING AND T RATING OF THE FIRESTOP 4. LOCATE PIPING TO CLEAR ACCESS DOORS. _ • PENETRATIONS SHALL NOT VOID ROOF WARRANTY. SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED AS 5. INSULATE PIPING,VALVES AND FITTINGS FROM PIPE MAINS TO COIL CONNECTIONS. 2. PROVIDE PACKING AND SEALING MATERIALS AS REQUIRED BY ROOF RATING. TESTED AND LISTED BY PRODUCT MANUFACTURER. T=0 HOUR FOR PIPE DIAMETER GREATER THAN 1". 6. REVISE PIPING AT THREE-WAY VALVE PER SELECTED VALVE PORTING. __ 3. ALL SIZING, LOCATION,AND ANCHORING RESTRAINTS SHALL BE COORDINATED WITH STRUCTURAL DESIGN. 4. 3M SYSTEM#W-L-1001. 7. MOUNT STRAINER AT LOW POINT.IF NOT POSSIBLE,PROVIDE SEPARATE DRAIN VALVE. _ 8. MOUNT MANUAL AIR VENT AT HIGH POINT NEAR TOP CONNECTION TO COIL. _ 9. INSTALL ANCHORS AND SUPPORTS TO ALLOW COIL MOVEMENT IN ALL DIRECTIONS WITH MINIMAL PIPE STRESS. 10. REFER TO SPECIFICATIONS FOR ADDITIONAL VALVE REQUIREMENTS. At REVISIONS DATE PIPE PENETRATION-METAL ROOF PIPE PENETRATION FRAMED WALL 2 HR REHEAT COIL 3-WAY 8 SCALE:NONE SCALE:NONE SCALE:NONE BALL VALVES(TYP) HWR MANUAL AIR VENT HWS I t A CD 2 PIPE DIAMETERS © 4B SHUTOFF VALVE(TYP) HEATING MIN -- 411 WATER STRAIGHT LENGTH TIGARD TUALATIN SCHOOL DISTRICT • A a 1414 ' .EAT COI 4, Q • HWR HWS ,1,11 L 5 PIPE DIAMETERS TI GAR D HIG H . MANUAL AIR VENT 444444 I 4341 MIN4 4I 141414�,rSTRAIGHT LENGTH t 111 TT SCHOOL 711 ► 4 4 A (� 2 M NPE DIAMETERS- 1 111TT 4r MODERN I ZAT I O N SECTION A-A 1\1 C� STRAIGHT LENGTH AIR FLOW ei - 1`41 5 PIPE DIAMETERS- UNION(TYP) - NOTES:O i►1*►IN Gi TT dr` STRAIGHT LENGTH TT 1. FLOOR ASSEMBLY:MINIMUM 5-1/2"THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT(100-150 PCF)CONCRETE.DIAMETER 1,1,14 11 TT Y' FLEXIBLE(EPDM/KEVLAR) 9000 SW DURHAM RD. OF OPENING TO BE 1"TO 1-1/4"LARGER THAN OUTSIDE DIAMETER OF INSULATED PIPE.MAX DIAMETER OF OPENING IS 18". +4 TIGARD,OR.97224 2. PIPE:NOMINAL 4"(OR SMALLER)TYPE L(OR HEAVIER)COPPER PIPE OR NOMINAL 12"(OR SMALLER)SCHEDULE 10(OR HEAVIER) % 44111% fa) -PRESSURE INDEPENDANT REINFORCED HOSE WITH BRAIDED AIR FLOW CONTROL VALVE BY DIV STAINLESS STEEL JACKET, JOB NO: 16992.00 STEEL PIPE CENTERED IN THE OPENING AND RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR ASSEMBLY. 11 23 CONTROLS(SPRING MINIMUM 3. PIPE COVERING:NOMINAL 1"OR 2"THICK HOLLOW CYLINDRICAL HEAVY DENSITY GLASS FIBER UNITS JACKETED ON THE BALANCE+MODULATING 12"LONG(TYP) MANUAL ISSUE DATE: 06/19/2018 OUTSIDE WITH AN ALL SERVICE JACKET.LONGITUDINAL JOINTS SEALED WITH METAL FASTENERS OR FACTORY-APPLIED HEATING WATER COIL 0{ 7TH CONTROL) BALANCING SELF-SEALING LAP TAPE.TRANSVERSE JOINTS SECURED WITH METAL FASTENERS OR WITH BUTT STRIP TAPE SUPPLIED WITH THE ! STRAINER W/ VALVE Jurisdiction Stamp Area PRODUCT.PIPE COVERING MATERIAL SHALL BEAR THE UL CLASSIFICATION MARKING WITH A FLAME SPREAD INDEX OF 25 OR LESS PRESSURE AND HOSE 2-WAY MODULATING TEMPERATURE BIBB DRAIN VALVE FLOW CONTROL AND A SMOKE DEVELOPED INDEX OF 50 OR LESS. UNION(TYP; 4. FIRESTOP SYSTEM-THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS: . TEST TAP(TYPICAL) PRESSURE AND VALVE A. FILL,VOID OR CAVITY MATERIALS:WRAP STRIP,NOMINAL 1/4"THICK,2"WIDE,INTUMESCENT ELASTOMERIC MATERIAL FLEXIBLE(EPDMIKEVLAR) STRAINER W/ TEMPERATURE FACED ON ONE SIDE WITH ALUMINUM FOIL.TWO LAYERS OF THE NOMINAL 2"WIDE STRIPS TIGHTLY-WRAPPED AROUND PIPE REINFORCED HOSE WITH HOSE TEST TAP(TYP; COVERING(FOIL SIDE EXPOSED)AND SLID INTO ANNULAR SPACE ON EACH SIDE OF THE FLOOR ASSEMBLY SUCH THAT THE BRAIDED STAINLESS STEEL BIBB DRAIN VALVE EXPOSED EDGES ARE RECESSED 1/4"T01/2"FROM THE FLOOR OR WALL SURFACES.EACH LAYER IS TO BE INSTALLED WITH A JACKET,MINIMUM 12"LONG BUTTED SEAM SECURED WITH ALUMINUM FOIL TAPE. (TYP) B. FILL,VOID OR CAVITY MATERIALS:CAULK OR SEALANT APPLIED TO FILL THE ANNULAR SPACE(OVER EDGES OF WRAP NOTES: STRIP LAYERS)TO A DEPTH OF 1/4"TO 1/2"FLUSH WITH BOTH SURFACES OF FLOOR. NOTES: 1. MINIMUM 2-ROW COIL,UNLESS OTHERWISE NOTED ON PLANS. THE HOURLY F AND T RATINGS OF THE FIRESTOP SYSTEM ARE DEPENDENT UPON THE THICKNESS OF THE FLOOR,THE SIZE OF PIPE, 2. MINIMUM 3/4"PIPE SIZE,UNLESS OTHERWISE NOTED ON PLANS. THE THICKNESS OF PIPE COVERING MATERIAL AND THE SIZE OF THE ANNULAR SPACE(BETWEEN THE PIPE COVERING MATERIAL 1. WATER SHALL BE PIPED COUNTER FLOW TO AIRFLOW,SUPPLY AT BOTTOM. 3. WATER SHALL BE PIPED COUNTER FLOW TO AIRFLOW,SUPPLY AT BOTTOM. M E C HAN I CAL 2. LOCATE PIPING TO CLEAR ACCESS DOORS. AND THE EDGE OF THE CIRCULAR THROUGH OPENING)AS DEFINED BY THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. LOCATE PIPING TO CLEAR ACCESS DOORS. 5. 3M SYSTEM C-BJ-5003. F=4 HOUR. T=1 HOUR UP TO 6"DIAMETER PIPE.T=2 HOUR FOR LARGER THAN 6 DIAMETER PIPE.T 3. SHUTOFF VALVES TO BE BALL TYPE FOR SIZE 2"AND BELOW,AND BUTTERFLY FOR 2-1/2"AND ABOVE. 5. INSULATE PIPING,VALVES AND FITTINGS FROM PIPE MAINS TO COIL CONNECTIONS. " 4. INSULATE PIPING,VALVES AND FITTINGS FROM PIPE MAINS TO COIL CONNECTIONS. 6. MOUNT MANUAL AIR VENT AT HIGH POINT NEAR TOP CONNECTION TO COIL. W DETAILS RATING MUST NOT BE LESS THAN REQUIRED RATING OF FLOOR PENETRATED. 5. MULTIPLE DUTY VALVES ARE NOT ALLOWED. 6. INSTALL ANCHORS AND SUPPORTS TO ALLOW COIL MOVEMENT IN ALL DIRECTIONS WITH MINIMAL PIPE STRESS. 7. INSTALL ANCHORS AND SUPPORTS TO ALLOW COIL MOVEMENT IN ALL DIRECTIONS WITH MINIMAL PIPE STRESS. 7. MOUNT STRAINER AT LOW POINT.IF NOT POSSIBLE,PROVIDE SEPARATE DRAIN VALVE. 8. REFER TO SPECIFICATIONS FOR ADDITIONAL VALVE REQUIREMENTS. 2 PIPE PENETRATION CONCRETE FLOOR INSULATED 2 HR04 HEATING WATER COIL 2-WAY REHEAT COIL 2-WAY w M9. 05 SCALE:NONE SCALE:NONE SCALE:NONE ASSEMBLY DRAWING AT SPRING LOCATIONS / bassetti1 REMOVABLE FREE i TOP STRUCTURAL NEUTRAL/WHITE _ architects STANDING J POWER TO DRYER _ FAN TI1Bll`1CzMAIN � ►�' � �„- -''-�"'- `� '� SPRING 4- 4440.,......„ b - j• ADJUSTABLE BOLTS - "' ��i f "' . ,,s 721 NW 9TH Ave, Suite 350 PORT OPENING WITH ..� g \ 7 Portland, Oregon 97209 COVER 7FOR BOLT ADJUSTMENT M9.a6 \ / AMP SENSOR T (206) 340 9500 F (206) 340 9519 UPPER CASTING A 120 VAC / DRYER JUNCTION BOX PINNED TO AMP SENSOR WIRING ADJUSTABLE /� /LOWER STRUCTURAL I DETAIL ROOF CIVIL ENGINEER& LANDSCAPE BOLT / TUBING MAIN MEMBER 11 I I Cardno ADJUSTABLE BOLT ,/jU IVAgt.0 ,\X/,y1 6720 SW Macadam Ave Suite 200, THREADED METAL DECK Portland,OR 97219 SUPPORT CASTING n I T(503)-419-2500 I 1 STRUCTURAL ENGINEER f Catena Engineers ■ REFER TO 30X30 MAX 1500 NE Irving St,Suite 412 RECTANGULAR Portland,OR 97232 IIIIII 1 UPPER DUCE i, T(503)-467-4980 DRYER BOOSTER FAN ATTACHMENT MECHANICAL ELECTRICAL& AIR HANDLING = PLUMBING ENGINEER CONDENSATE UNIT 11111-t LINT TRAP DRAIN f__ - 11X22 GA 2-8"MAX TO Glumac STRAP STRUCTURAL LINE WITH TRAP " " " (TYP) o SW Fifth Ave.,Suite 1600 SUPP RT Portland,OR 97204 / 3 X3 X114 ANGLE BY AHU MANUFACTURER ALUMINUM DUCT T(503)-227-5280 �" WELDED TO MOUNTING CHANNEL MOUNTING 7 �, FOOD SERVICE CONSULTANT CHANNEL ON UNIT ' ` Webb Foodservice Design CONTINUOUS 1/2"X2" 3700 SE Lafayette Ct. ALUMINUM WEATHER SEAL .�,�; NEOPRENE GASKET. DRYER � _ - V..-- #10 SELF-TAPPING �_ SHEET T(503)x236-8566 97202 '"_,.7/ SECURE AIR HANDLER CHANNEL TO METAL SCREWS,4 MIN 2"THICK INSULATION CURB WITH 1/4"HILTI KWIK- DETAIL A ' FLEX SCREWS AT 24"OC. ADJUSTABLE REFER TO ROD ACOUSTIC &AV CONSULTANT l STAINLESS UPPER STIFFENERTheThe Greenbusch Group 13"MINIMUM �;;,.; I STEEL DRAW BAND _ EMT AL SeattleW., Ni 9811gSt.,Suite 201 MIN.2 LAYERS 5/8"GYPSUM BOARD ATTACHMENT ////// P WITH ALL EXPOSED JOINTS / FORGED I 206-378-0569 Illrlir SEALED. SEE ARCH.PLANS. 3/8"ROD OR OPTIONAL 1 WIRE ROPE CLIP. ■ . MIN.2"OF 3 LB DENSITY NOTE: �n'P)-):::1115r16 GA ANGLE 2-8"MAX TO INSTALL TWO PER COST CONSULTANT I I FIBERGLASS INSULATION. SEE ARCH. BOTH SIDES / STRUCTURA CABLE END(TYP) Construction Focus PLANS. 1. REFER TO PLANS FOR SIZES AND CONTINUATION. L 740 Almaden St. ROOFING #10 SELF-TAPPING 2. COORDINATE WITH ELECTRICAL CONTRACTOR FOR AMP SENSOR INSTALL. SHEET METAL SUPPORT 1/4"CABLE Eugene,OR 97402 ROOF SHAPE TO LEVEL UNIT. TO I 541-686-2031 SCREWS, ; INSULATION IN EINE DRYER BOOSTER CANTS - ONE PER SID' STRUCTURE -+-45' (TYP) METAL THRU BOLTS AT MAX 48" ROOF DECK SECTION VIEW OC AROUND PERIMETER SCALE:NONE r`% �' I- EXPIRES: 12/31/19 -Iv Z4Pr �D PROF MIN OF IRONANGLE ACROSS FLUTES " ��'�[;1 NEff��L 3/8 DIA.BOLT, �, 90 '139 LOCK DETAIL B 1/2" NOTES: CENTRIFUGAL WAS'ITER /// 1" :4;Ec 1. COORDINATE EXACT ROOF CONSTRUCTION MEANS AND METHODS WITH ARCHITECTURAL AND STRUCTURAL DESIGNS. - VN DOWNBLAST " ° °0r' " CONTINUOUS 1/2"X2" 'd EXHAUST FAN TWO 3/8"D A.LOCKNUTS EXCESS CABLE c'os ER 3� G�`'' 2. LEVELING ELEMENT SHALL BE INTEGRAL TO CURB DESIGN. SEE ARCH ROOF PLANS FOR SLOPE. NEOPRENE GASKET I 1 I D. AND MIN 1 (TYP) Nei M. CN�c. (TYP) 114"HEX HEAD LAG SCREWS WASHER) `t 8"OC(MIN TWO PERFLASHING AND /// AT SIDE) NOTES: SPRING CURB DETAIL COUNTER J - L PRE-FABRICATED STEEL 1. MAXIMUM SPACING OF HANGERS SHALL BE 5'-0". 8 FLASHINO CURB WITH WOOD 2. IF A FLEXIBLE CONNECTION IS INSTALLED BETWEEN THE MECHANICAL EQUIPMENT AND THE DUCT,THEN THIS SCALE:NONE 7 NAILER, DETAIL MAY BE USED. OTHERWISE,USE DETAIL B BELOW. CANT STRIP,MIN , MIN 8"HIGH 3. SEISMIC RESTRAINT CABLES MAY BE OMITTED WHERE: PENTHOUSE VENTILATOR 3"HIGH(TYP) �` A. THERE IS A FLEXIBLE CONNECTION BETWEEN THE MECHANICAL EQUIPMENT AND = _� \ ROOFING B. RECTANGULAR DUCT IS LESS THAN 6 SQUARE FEET IN AREA OR /�� mil-'..j,;-:= M __ ` / C. DUCT OF ANY SIZE IS SUPPORTED WITHIN 12"OF STRUCTURE AS MEASURED FROM THE TOP OF DUCT TO THE A PRE-FABRICATED STEEL • ;• •+• ,+,•�;•,t,�,•••,•,�,••�,•,+,�,•,�. o..,.•.,.,.❖.,.,.,.•,,.,•,.,.,.,.,.,.,:,.,.•.,., BOTTOM OF STRUCTURE. ,,•,•,.,,:,,,,:,:,:,:,:+s,:,:,:,:,:,:,:,:,:,:,:,a,: i , i;i;i i i i i i i i••••�•�•�••��•+�••�•••••�•�•••••i i INSECT SCREEN' CURB WITH WOOD t�lo. ,: 4. WHERE SEISMIC RESTRAINTS ARE REQUIRED, NAILER, ilf A. PROVIDE TRANSVERSE BRACING AT 30 FT AND MIN 8"HIGH /'== ,� B. LONGITUDINAL BRACING AT 60 FT. • I 1/4"LAG SCREWS AT .,. DIAGONAL AND HORIZONTAL BRACES TO BE SIZED IN ACCORDANCE WITH SMACNA SEISMIC CONTINUOUS 114"X2" , I 8" 3/8"THRU BOLT,LOCK EXHAUST DUCT METAL DECK 5. VERTICAL HANGERS, WASHER AND NUT AT RESTRAINT MANUAL TABLE 5-1 AND 5-2. NEOPRENE GASKET .._ E ROMPER 1~ PER SIDE) '� ROOF INSULATION 6. REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE. (TYP) 24"OC(MIN 2 PER'tli7. INSTALL ROD STIFFENER AS REQUIRED.REFER TO STRUCTURAL DESIGN FOR ADDITIONAL ATTACHMENT SIDE) / N FRT DF#1 LEVELING REQUIREMENTS.REFER TO HILTI ICC#ESR-1917 PRE-APPROVAL.DUCT HANGERS AND SUPPORTS SHALL COMPLY CANT STRIP,MIN ►►� X33 BLOCK WITH PRE-APPROVED B-LINE"SEISMIC RESTRAINT SYSTEM". 3"HIGH(TYP) ROOFING PACK INSULATION IN �: _� VOID SPACE AROUND SHAPED TO LEVEL CURB 1me t M 339\:. DUCT OPENING MOTORIZED CONTROL DAMPER /4/IRi--�=. S �. _ (TYP) 1CTEEL CHANNEL- h_-_./111, }r i __ __=.:_3____ - --- !LZ=== Ii Z It__:i' ---„I.----.�- Z=_== SEE �-1 r DUCT` STRUCTURAL PLANS RECTANGULAR DUCT-UPPER ATTACHMENT - - 2 3/8"THRU BOLT,LOCK SCALE:NONE WASHER AND NUT AT - ROOF INSULATION NOTES: 24"OC(MIN 2 PER. - METAL DECK 1.COORDINATE ANCHORAGE REQUIREMENTS WITH STRUCTURAL SIDE) DESIGN. 1/ \ DUCT RISER WITH FRT DF#1 LEVELING EXTERNAL BLOCK INSULATION SHAPED TO LEVEL CURB STEEL CHANNEL- CLASS MOTORIZED CONTROL SEE DAMPER DOWNBLAST EXHAUST FAN-METAL ROOF At REVISIONS DATE STRUCTURAL PLANS L!. SCALE:NONE NOTES: 1. COORDINATE ROOF OPENING,BLOCKING,CURBING,CANT STRIPS&FLASHING WITH ROOFING INSTALLER.ROOF PENETRATIONS SHALL NOT VOID ROOF WARRANTY. 2. MAINTAIN 15'CLEARANCE BETWEEN OUTSIDE AIR INTAKE AND EXHAUST/RELIEF,PLUMBING VENT OPENINGS. 3. PROVIDE PACKING AND SEALING MATERIALS AS REQUIRED BY ROOF RATING. - 4. ALL SIZING,LOCATION,AND ANCHORING SHALL BE COORDINATED WITH STRUCTURAL DESIGN. 1 d 3/8"BOLT,REFER TO UPPER LOCK ATTACHMENTWASHER AND DETAIL NUT. 0 PENTHOUSE VENTILATOR-METAL ROOF DUCT 1"X2OGA STRAP SCALE:NONE 1 isG © TIGARD TUALATIN SCHOOL DISTRICT I- 2 PIECE THROAT BOTTOM:SPOT `2 `i REFER TO UPPER 3/8"DIA.BOLT, SS THAN - TI O A F D HIO H WELDED TOP:SPECIAL SCREWS ATTACHMENT LOCKWASHE 28"DIAMETER SCHOOL S C<<��1, ( EP)ILRjy�� y'e , h , SIM°{WDiV 1 . I 2X2X16 GA ANGLE RESTRAINT M " CABLE TO STRUCTURE 4 5 RATED FLOOR MODERNIZATION t / I `CIANICAL 1 FORGED WIRE DUCT SLEEVE 3 ROPE ,; ,, CD a 5'-0"MAX TO .• Z.4.! CLIP.INSTALL TWO 8n ‘A"\,,, l'11)I 6 STRUCTURA ,�% •0 s-,. PER CABLE END �'' `'� 9000 SW DURHAM RD. / c4,*iis4sios NOTES: ® SUPPORT (TYP) - - TIGARD,OR.97224 1. CURTAIN STYLE DAMPER BLADES OUT OF AIR STREAM. 2. STEEL RETAINING ANGLES, MINIMUM 1-112"x1-1/2"x0.060",FASTENED TO FIRE DAMPER SLEEVE. ANGLES SHALL 1, JOB NO: 16992.00 EXCESS CABLE /0 , 1�Ri BE INSTALLED ON ALL FOUR SIDES OF DAMPER AND ON EACH SIDE OF THE WALL. FASTEN ANGLE TO SLEEVE MIN 1"(TYP) ISSUE DATE: 06/19/2018 -'454 \1- WITH#10 SHEET METAL SCREWS(MINIMUM). ANGLE GAGE AND FASTENING METHOD AS PERMITTED AS A " �� CONDITION OF DAMPER LISTING. REFER TO MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 2-1/2"X12 GA STRAr 1 MIN - - Jurisdiction Stamp Area 8 MINIMUM 1"ANGLE OVERLAP ON ALL SIDES OF PARTITION WALL. SHOWN WITH TRANSVERSE BRACING SHOWN WITH LONGITUDINAL BRACING 1/2"@ 45 DEGREES 3. DAMPER SLEEVE ON EACH SIDE OF WALL LIMITED TO MAXIMUM OF 6"LONG. 4. DUCT CONNECTION AS PERMITTED AS A CONDITION OF DAMPER LISTING.FLANGED BREAK-AWAY STYLE DUCT/SLEEVE CONNECTIONS ARE SHOWN. NOTES: 2-3/4"TURN DOWN 5. ACCESS DOOR SHOWN ON BOTTOM OF SLEEVE FOR ACCESS TO FIRE DAMPER BLADES.PANEL TO BE HINGED 1. HANGERS SHALL BE INSTALLED AT EVERY CHANGE OF DIRECTION AND NO MORE THAN 10'-0"APART. WITH AIRTIGHT SEAL. ACCESS SIZE MUST BE MINIMUM OF 12"BY 12"OR THE WIDTH OF DUCT IF SMALLER 2. PROVIDE A FLEXIBLE CONNECTION BETWEEN MECHANICAL EQUIPMENT AND DUCT. THAN 12"WIDE. ACCESS PANEL MUST BE LABELED WITH THE WORDS,"FIRE DOOR-DO NOT OBSTRUCT"IN 3. STRAP MAY BE REDUCED TO 1722 GA FOR DUCT 24"DIA.AND LESS IN DIAMETER. NOTE: LETTERS NO LESS THAN 1"IN HEIGHT. EXTERNAL INSULATION SHALL NOT CONCEAL ACCESS UNLESS A LABEL 4. SEISMIC RESTRAINT CABLES MAY BE OMITTED WHERE DUCT IS SUPPORTED WITHIN 12"OF STRUCTURE AS 1. PROVIDE UL LISTED PRODUCT FOR DRYER DISCHARGE APPLICATIONS DRYER JACK MODEL 486U OR EQUIVALENT. IS ATTACHED TO THE INSULATION WHICH INDICATES THE EXACT LOCATION OF THE OPENING. MEASURED FROM THE TOP OF DUCT TO THE BOTTOM OF STRUCTURE. 6. LOCATE 3/4"HIGH WHITE PLASTIC LAMINATE SIGNS WITH 3/8"HIGH BLACK LETTERING WITH THE INITIALS"FSD" 5. WHERE SEISMIC CABLE RESTRAINTS ARE REQUIRED, 2. MATERIAL SHALL BE 26 GAUGE MIN. GALVANIZED SHEET METAL. AND UNIQUE NUMBER ON THE CEILING ACCESS DOOR OR T-BAR CEILING GRID IN THE AREA OF THE DAMPER A. PROVIDE SEISMIC CABLE TRANSVERSE BRACING AT 30 FT AND ACCESS PANEL. ATTACH TO CEILING WITH EPDXY ADHESIVE. B. SEISMIC CABLE LONGITUDINAL BRACING AT 60 FT. MECHANICAL 7. FIRE DAMPER DETAIL FOR REFERENCE ONLY. FIRE DAMPERS SHALL BE STATE FIRE MARSHAL APPROVED C. SEISMIC CABLE RESTRAINTS ARE NOT REQUIRED AT EVERY HANGER LOCATION. 3. PROVIDE WITH INTEGRAL CURVED BACKDRAFT DAMPER. AND COMPLETE INSTALLATION SHALL BE PER MANUFACTURER'S PRINTED INSTRUCTIONS WHICH SHALL BE 6. VERTICAL HANGERS,DIAGONAL AND HORIZONTAL BRACES TO BE SIZED IN ACCORDANCE WITH SMACNA I- DETAILS MADE AVAILABLE TO INSPECTION AUTHORITIES. SEISMIC RESTRAINT MANUAL. W 4. BACK PRESSURE SHALL BE LISTED BY MANUFACTURER AND LESS THAN 0.05 W.C. 7. COORDINATE WITH STRUCTURAL ENGINEER FOR UPPER ATTACHMENTS. 5. WATER PROOFING BY ARCHITECT. FD FLOOR CURTAIN 11011 ROUND DUCT SUPPORT ~ SCALE:NONE SCALE:NONE 2 DRYER VENT DISCHARGE DETAIL W M9.06 6 SCALE:NONE 0 ASSEMBLY DRAWING bassetti AT SPRING LOCATIONS architects REMOVABLE FREE • TOP STRUCTURAL A STANDING 1 TIMAIN MEMBFR 1 SPRING 721 NW 9TH Ave, Suite 350 ......... Portland, Oregon 97209 ADJUSTABLE BOLTO i•• ... ,` ..a • • T(206) 340 9500 F (206) 340 9519 PORT OPENING WITH = ....,....--..: COVER �o ',- -20" FOR BOLT ADJUSTMENT • UPPER CASTINGA CIVIL ENGINEER& LANDSCAPE PINNED TO / ,_.__. Cardno ADJUSTABLE / /TUBING LOWER STRUCTURAL 6720 SW Macadam Ave Suite 200, BOLT / f MAIN MEMBER Portland,OR 97219 ADJUSTABLE BOLT a . T(503)-419-2500 //THREADED STRUCTURAL ENGINEER SUPPORT CASTING / \ 1 \ Catena Engineers CONCRETE PAD-SEE I ' 1500 NE Irving St.,Suite 412 STRUCTURAL FOR WHERE Portland,OR 97232 THIS IS APPICIABLE. T(503)-467-4980 MECHANICAL ELECTRICAL& PLUMBING ENGINEER Glumac AIR 900 SW Fifth Ave.,Suite 1600 HANDLING Portland,OR 97204 CONDENSATE UNIT T(503)-227-5280 DRAIN 5-- /-- LINE -- LINE WITH TRAP 3"X3"X1/4"ANGLE BY AHU MANUFACTURER FOOD SERVICE CONSULTANT WELDED TO MOUNTING CHANNEL Webb Foodservice Design MOUNTING ,r, Portland,OR 97202 3700 SE Lafayette Ct. CHANNEL ON UNIT ' c CONTINUOUS 1/2"X2" T(503)-236-8566 i\" i NEOPRENE GASKET. ALUMINUM WEATHER SEAL i' ei il :' i ACOUSTIC &AV CONSULTANT 6, SECURE AIR HANDLER CHANNEL TO 2"THICK INSULATION 1-- CURB WITH 1/4"HILT!KWIK- The Greenbusch Group Ag, FLEX SCREWS AT 24"OC. 1900 W.Nickerson St.,Suite 201 .':= Seattle,WA 98119 �/ 1 CONCRETE PAD-SEE STRUCTURAL T 206-378-0569 13"MINIMUM tl•% '` FOR WHERE THIS IS APPICIABLE. ///�///// ._ _', -. - COST CONSULTANT Construction Focus 740 Almaden St. I Eugene,OR 97402 T 541-686-2031 ROOFING ROOF FRT DOUGLAS FIR#1 INSULATION LEVELING BLOCK.SHAPE EXPIRES: 12/31/19 CANT" TO LEVEL UNIT. (-0 PROf METAL THRU BOLTS AT MAX 48" G t Nt- /QROOF DECK SECTION VIEW OC AROUND PERIMETER 0 l ANGLE IRON ACROSS MIN OF TWO FLUTES oREcoH o" �p%8fR3N;L $1 NOTES: s ,04 M. CN4,c, 1. DETAIL BASED ON MASON#RSC SPRING ISOLATION CURB WITH 3"DEFLECTION SPRINGS. 2. COORDINATE EXACT ROOF CONSTRUCTION MEANS AND METHODS WITH ARCHITECTURAL AND STRUCTURAL DESIGNS. 0 CURB DETAIL-MASON RSC SCALE:NONE #10 SM SCREW,TWO PER BRACKET UNIT SECURED TO PLATFORM WITH 1/4"X3" • LAG SCREWD 4"X4"X118"ANGLE UNIT TWO PER SIDE • i\k 4: 0.5"DEFLECTION5/8"PLYWOOD NEOPRENE MOUNT WITH 8d AT 6" 24 GAGE GALVANIZED OC SHEET METAL FLASHING \ EDGE NAILING CAP. NAIL TO CURB 1 3"HIGH CANT STRIP 2/: (/////////////////////////////////////////r. ALL AROUND . " FINISHED ROOT 3/8"THRU-BOLT I. \ A AT EACH _ CORNER,WITH S DOUBLE NUTS, <> _ AND MAX 24" SPACINC # REVISIONS DATE 113 I 4"X8"(MIN)FIRE METAL ROOF RETARDANT TREATED (FRT)WOOD FRAME ALL L3X3X1/4 TWO AROUND.PROVIDE FLUTES INTERMEDIATE LONG(MIN; SUPPORT AT 48"OC AS REQUIRED. NOTES: 1. COORDINATE ANCHORAGE REQUIREMENTS WITH STRUCTURAL DESIGN. • 0 CONDENSING UNIT-ROOF MOUNTED SCALE:NONE TIGARD TUALATIN SCHOOL DISTRICT 1/4"COPPER TIGARD H BALL VALVE TUBING SINK OR 1/4"COPPER SCHOOL LAVATORY �/ TUBING AUTOMATIC AIR VENT \k,f--\ BALL VALVE1. [ViODERNIZATION REDUCERREDUCER , ......_ .._____ _ V 6"MINIMUM 6"MINIMUMROUTE TO 9000 SW DURHAM RD. TIGARD,OR.97224 —HOSE BIBS / DRAIN R /' THREADS JOB NO: 16992.00 mom ,,�---'�3/4"CONDENSATE Y OR FLOOR ISSUE DATE: 06/19/2018 DRAIN. SINK SLOPE DOWN TO SINK �� Jurisdiction Stamp Area (� TAILPIECE. } r r LAVATORY =OM ....0 TAILPIECE. MANUALAIR VENT AUTOMATIC AIR VENT P-TRAP NOTES: S 1. INSTALL MANUAL OR AUTOMATIC AIR VENTS AT ALL HIGH POINTS IN PIPING WHERE FLOW CHANGES DIRECTION. 2. INSTALL AUTOMATIC AIR VENTS AT AIR SEPARATORS AND AT THE HIGHEST POINT OF THE PIPING MECHANICAL NOTES: SYSTEMS.INSTALL A MANUAL AIR VENT ADJACENT TO THE AUTOMATIC AIR VENT AT THE HIGH 1. REFER TO PLANS FOR SIZES AND CONTINUATION POINT IN THE SYSTEM. W DETAILS 3. INSTALL MANUAL VENTS AT ALL INTERMEDIATE HIGH POINTS IN THE SYSTEMS AND ON SUPPLY AND RETURN CONNECTIONS TO EACH COIL. 4. INSTALL HOSE VALVE ON AIR VENT DISCHARGE PIPING WHERE MANUAL AIR VENTS ARE LOCATED CO ABOVE ACCESSIBLE CEILING OR DRAINS ARE NOT ROUTED TO AN APPROVED DRAINAGE LOCATION. F- 5. ROUTE AIR VENT DRAINAGE PIPING TO FLOOR DRAIN OR FLOOR SINKS IN MECHANICAL ROOMS. " 6. WELDED OR SCREWED FITTINGS. 2 M9.07 LU4 CONDENSATE CONNECTION TO SINK TAILPIECE AIR VENTS LU SCALE: 1/8"= 1'-0" SCALE:NONE NOTE:NOT ALL SYMBOLS OR ABBREVIATIONS PLUMBING BASIS OF DESIGN ABBREVIATIONS PLUMBING LEGEND ARE APPLICABLE TO THIS PROJECT.REFER FIRE PROTECTIONbassettiTO DETAILS AND NOTES FORMOUNTING ABV ABOVE SYMBOL DESCRIPTION SYMBOL HEIGHT�7ESCRIPTION SYMBOL DESCRIPTION architects AD ACCESS DOOR 1%SLOPE A. THIS BUILDING DESIGN ISA RENOVATION OF TIGARD HIGH SCHOOL.THE SCHOOL ADA AMERICANS WITH DISABILITIES ACT s TRAP PRIMER / DIRECTION OF SLOPE I- FIRE MAIN ORIGINALLY BUILT IN 1967 HAS BEEN ADDED TO AND MODIFIED MANY TIMES OVER THE AFF ABOVE FINISHED FLOOR >s DIRECTION OF FLOW AS AUTOMATIC WET SPRINKLER COURSE OF ITS LIFE.THIS REMODEL WILL REPLACE A LARGE PORTION OF THE f BALL VALVE o PIPE UP OR UP&DN CSF COMBINATION STAND PIPE AFG ABOVE FINISHED GRADE EXISTING STRUCTURE.THE CONSTRUCTION WILL CONSIST OF TWO MAJOR PHASES. o PIPE DOWN DSP DRY STAND PIPE 721 NW 9TH Ave, Suite 350 AP ACCESS PANEL EXISTING DRAWINGS ARE INCOMPLETE AND CARE SHALL BE TAKEN WHEN ARCH ARCHITECT III BUTTERFLY VALVE g PIPE DROP Portland, Oregon 97209 INVESTIGATING AND REROUTING UNDERGROUND UTILITIES AS THE EXISTING ASR AUTO FIRE SPRINKLER RISER CINN} DOUBLE DETECTOR CHECK VALVE ASSEMBLY T (206) 340 9500 F (206) 340 9519 CONDITIONS ARE LARGELY UNKNOWN. BAS BUILDING AUTOMATION SYSTEM N GATE VALVE 1 TOP CONNECTION-BRANCH LINE BFV BUTTERFLY VALVE1 BOTTOM CONNECTION-BRANCH LINE );I:vNei DOUBLE CHECK VALVE BACKFLOW PREVENTION B. CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL CONTRACT DOCUMENTS AND BHP BRAKE HORSEPOWER BALANCING VALVE ASSEMBLY(DC) COORDINATING WITH ALL DISCIPLINES. ® - - COLD WATER CIVIL ENGINEER & LANDSCAPE BTU BRITISH THERMAL UNIT SHUT OFF VALVE IN CONCRETE YARD BOX - - - - HOT WATER ---- OS&Y GATE VALVE(OUTSIDE SCREW&YOKE GATE BV BALL VALVE Cardno C. CODES AND STANDARDS(LATEST EDITIONS UNLESS OTHERWISE REQUIRED BY AHJ) - - - HOT WATER RECIRCULATION TS VALVE) 6720 SW Macadam Ave Suite 200, 1. AMERICANS WITH DISABILITIES ACT(ADA) ANGLE GATE VALVE - - VENT TS Portland,OR 97219 2. OREGON BUILDING CODES ENFORCED BY THE AUTHORITY HAVING JURISDICTION CA COMPRESSED AIR PIPING BELOW GRADE OR FLOOR OS&Y GATE VALVE WITH TAMPER SWITCH T(503)-419-2500 CD CONDENSATE DRAIN (AHJ): CR STEAM CONDENSATE RETURN 1Y4 SOLENOID VALVE PIPING ABOVE GRADE OR FLOOR FDC A) 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC)BASED ON THE 2012 CFF CAP FOR FUTURE GO SANITARY SEWER,WASTE OR SOIL FIRE DEPARTMENT CONNECTION STRUCTURAL ENGINEER INTERNATIONAL BUILDING CODE WITH STATE AMENDMENTS. CFH CUBIC FEET PER HOUR N CHECK VALVE CC STORM DRAIN, RAINWATER DRAIN PIPING Catena Engineers B) 2014 OREGON PLUMBING SPECIALTY CODE(OPSC)BASED ON THE 2009 OC OVERFLOW STORM DRAIN PIPING 0E04AUTO FIRE SPRINKLER RISER 1500 NE Irving St,Suite 412 UNIFORM PLUMBING CODE WITH STATE AMENDMENTS. CFM CUBIC FEET PER MINUTE I PRESSURE REDUCING VALVE PD PUMPED DISCHARGE Portland,OR 97232 CUBIC C) 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC)BASED ON THE 2012 ClS CAST RONT PER SECOND D DRAIN LINE io FDV FIRE DEPARTMENT VALVE T(503)-467-4980 INTERNATIONAL MECHANICAL CODE AND THE 2012 INTERNATIONAL FUEL M MIXING VALVE IW INDIRECT WASTE CLG CEILING MECHANICAL ELECTRICAL & GAS CODE(IMC). CO CLEANOUT .� GW GREASE WASTE 40 FIRE DEPARTMENT VALVE CABINET PLUMBING ENGINEER CONC CONCRETE PLUG VALVE/GAS COCK G NATURAL GAS(7"W.C.) D. OUTDOOR DESIGN CONDITIONS(FOR INSULATION AND GAS FIRING CRITERIA): CV CHECK VALVE MG MEDIUM PRESSURE GAS(2 PSIG TO 5 PSIG) > FIRE SPRINKLER FLOOR CONTROL VALVE Glumac 1. WINTER: 22°F LG LOW PRESSURE GAS 900 SW Fifth Ave.,Suite 1600 2. ELEVATION:500 FT. CW DOMESTIC COLD WATER RELIEF VALVE Cl. COMPRESSED AIR SIEMESE FIRE DEPT.CONN. Portland, OR 97204 CWFU COLD WATER FIXTURE UNIT T(503)-227-5280 (E) EXISTING PIPE E. WATER SUPPLY: DN DOWN VACUUM RELIEF VALVE TW TEMPERED WATER 0.E-7 FIRE HOSE VALVE FOOD SERVICE CONSULTANT DCVA DOUBLE CHECK VALVE ASSEMBLY 1. MINIMUM AVAILABLE WATER PRESSURE(STATIC): 100 PSI TWR TEMPERED WATER RETURN DDCVA DOUBLE DETECTOR CHECK VALVEWebb Foodservice Design 2. NORTH CONNECTION ASSEMBLY PRESSURE&TEMPERATURE RELIEF VALVE 6" ,J FIRE ALARM BELL 3700 SE Lafayette Ct. A) COLD WATER PIPE SIZE: 3 INCHES DFU DRAINAGE FIXTURE UNIT 4 PIPE SIZE(DIAMETER IN INCHES) I Portland,OR 97202 3. SOUTH CONNECTION AUTOMATIC AIR VENT (E) EXISTING WORK TO REMAIN DIA DIAMETER T(503)-236-8566 S A) COLD WATER PIPE SIZE: 3 INCHES DSN DOWNSPOUT NOZZLE _ - (D) EXISTING WORK TO BE REMOVED PRESSURE SWITCH DWG DRAWING BACKWATER VALVE -(F) FUTURE WORK F ACOUSTIC &AV CONSULTANT F. DOMESTIC HOT WATER: DWV DRAINAGE WASTE AND VENT FLOW ALARM The Greenbusch Group 1. SUPPLY TEMPERATURE: 120°F Pt°E EXISTING REDUCED-PRESSURE PRINCIPLE BACKFLOW (RL) RELOCATE EXISTING FnS 1900 W.Nickerson St,Suite 201 2. RECIRCULATION TEMPERATURE: 90°F. ABOVE THIS TEMPERATURE,THE ELEC ELECTRICAL PREVENTION ASSEMBLY(RP) Y FLOW SWITCH Seattle,WA 98119 RECIRCULATING PUMP WILL BE OFF. FA FLOW ALARM c_ CENTER LINE AS T 206-378-0569 3. RECIRCULATION TIME: 6:OOAM-8:00PM. OUTSIDE OF THIS,THE RECIRCULATING FC FLEXIBLE CONNECTION II: UNION AUTOMATIC WET SPRINKLER RISER PUMP WILL BE OFF. S POINT OF CONNECTION OR COST CONSULTANT FCO FLOOR CLEANOUT 4. INCOMING COLD WATER TEMPERATURE: 50°F FDV FIRE DEPARTMENT VALVE '�! STRAINER POINT OF DISCONNECTION ASD Construction Focus 5. WATER HEATER SETPOINT TEMPERATURE: 140°F AUTOMATIC SPRINKLER DRAIN FDVC FIRE DEPARTMENT VALVE CABINET 740 Almaden St 6. DEMAND PERIOD FOR PEAK SHOWER WATER USAGE: FEE FINISHED FLOOR ELEVATION 1.,,,N171 STRAINER WITH BLOW OFF HOSE BIBB SANITARY SEWER STACK Eugene,OR 97402 38 SHOWERS x 8MIN/SHOWER x 30MIN 1111, FH FIRE HYDRANT )( PIPE ANCHOR WSP T 541-686-2031 WET STANDPIPE RISER G. KITCHEN HOT WATER: FHV FIRE HOSE VALVE VENT STACKS 1. SUPPLY TEMPERATURE: 140°F FIN FINISHED PIPE ALIGNMENT GUIDE Mr 2. RECIRCULATION TEMPERATURE: 100°F. ABOVE THIS TEMPERATURE THE FO FUEL OIL PLUMBING DRAWING LIST RECIRCULATING PUMP WILL BE OFF. FPS FEET PER SECOND I I EXPANSION JOINT ® COLD WATER RISER 3. RECIRCULATION TIME: 6:OOAM-5:00PM. OUTSIDE OF THIS,THE RECIRCULATING FT FEET 11, FT FLUSH TANK z -- z PUMP WILL BE OFF. ® FLEXIBLE CONNECTOR X ISSUED AS PART OF THE DRAWING PACKAGE 0 z o FU FIXTURE UNIT o 4. INCOMING COLD WATER TEMPERATURE: 50°F HOT WATER RISER • ISSUED FOR REFERENCE ONLY ¢ F- FV FLUSH VALVE o „� a z 5. WATER HEATER SETPOINT TEMPERATURE: 160°F G GAS ] CAP OR PLUG ! - 0 o z �. 6. KITCHEN DESIGN BY OTHERS GAL GALLONS I I � c o 0 0 0 m BLIND FLANGE HOT WATER RECIRC. RISER H. SANITARY SEWER: GC GAS COCK SHEET , �* * I- I- GPH GALLONS PER HOUR o a p 0 M M 1. THE SANITARY SEWER HAS 8 CONNECTIONS TO CIVIL.SEE SHEET P4.02 FOR CONCENTRIC REDUCER SIZES AND CAPACITIES GPM GALLONS PER MINUTE GAS RISER NUMBER SHEET NAME Q_ a_ l) 0 0 < o_ a. GV GATE VALVE ? AQUASTAT 11111. I. STORM DRAIN: HD HUB DRAIN 1. RAINFALL INTENSITY 1.3 INCHES/HOUR HP HORSEPOWER 4 WHA WATER HAMMER ARRESTOR SD STORM DRAIN RISER P0.00 PLUMBING LEGEND AND ABBREVIATIONS X X X X X X X Mr 2. ROOF DRAINS ARE CONNECTED VIA SCUPPERS AND EXTERIOR RAIN LEADERS HW DOMESTIC HOT WATER HWC DOMESTIC HOT WATER RECIRCULATIONr PG PRESSURE GAUGE WITH COCK P0.01 SCHEDULES X X X X $ LOCATED BY ARCHITECTURAL AND CONNECTED BY CIVIL. HWFU HOT WATER FIXTURE UNIT Op DEMO PLANS IAPMO INTERNATIONAL ASSOCIATION OF OVERFLOW DRAIN RISER J. NATURAL GAS SERVICE: 4 T THERMOMETER PD1.10 DEMO PLAN-PLUMBING UNDERGROUND X X X X X • 1. GAS PROVIDER: NORTHWEST NATURAL PLUMBING AND MECHANICAL OFFICIALS PD1.11 DEMO PLAN-PLUMBING LOWER LEVEL X • X X • • 2. EXISTING GAS METERS. ICBG INTERNATIONAL CONFERENCE OF -.1 I CO/WCO CLEANOUT/WALL CLEANOUT CA COMPRESSED AIR RISER PD1.12 DEMO PLAN-PLUMBING MAIN LEVEL X • X X • A) THE EXISTING CERAMICS,MAIN,AND AUTO SHOP METERS WILL BE BUILDING OFFICIALS "fir CONSOLIDATED INTO ONE NEW METER IN PHASE 1 IE INVERT ELEVATION PD1.13 DEMO PLAN-PLUMBING UPPER LEVEL DEL LAV LAVATORY 4) FCO FLOOR CLEANOUT PD1.14 DEMO PLAN-PLUMBING ROOF X X • B) DELIVERY OF MEDIUM PRESSURE GAS:2 PSI LBS POUNDS(UNIT OF FORCE) 11) PLUMBING EQUIPMENT COMPOSITE PLANS C) MAXIMUM DEMAND: 18,300 CUBIC FEET PER HOUR MAX MAXIMUM + YCO YARD CLEANOUT P1.10 PLUMBING UNDERGROUND FLOOR PLAN COMPOSITE X X • K. FIRE PROTECTION MBH THOUSANDS BTU/HR 1p TT TEST TEE ( XXX ) MISCELLANEOUS EQUIPMENT P1.11 PLUMBING FLOOR PLAN LOWER LEVEL COMPOSITE • X X 1. THE FIRST PROTECTION SYSTEM IS DESIGN BUILD. MECH MECHANICAL MFR MANUFACTURER P1.12 PLUMBING FLOOR PLAN MAIN LEVEL COMPOSITE • X X 2. THE SITE CURRENTLY HAS 2 FIRE WATER CONNECTIONS TO THE CITY;(1)4" MIN MINIMUM -ElWH WALL HYDRANT P1.13 PLUMBING FLOOR PLAN UPPER LEVEL SOUTH COMPOSITE X X CONNECTION ON THE EAST SIDE,AND(1)4"CONNECTION ON THE WEST SIDE. MH MANHOLE 00 KEYED NOTE P1.14 PLUMBING FLOOR PLAN UPPER LEVEL NORTH COMPOSITE X X 3. THE BUILDING IS SEPARATED INTO 6 ZONES.ZONES 1 AND 2 WIL BE -+f HB HOSE BIBB NC NORMALLY CLOSED P1.15 PLUMBING ROOF PLAN COMPOSITE X X REVISED WITHINTHE SCOPE OF THE PROJECT. NEPA NATIONAL FIRE PROTECTION ❑YH (P2 DETAIL N0. NORTH SECTOR PLANS 4. THE EXISTING WEST CONNECTION WILL BE REVISED TO FEED THE NEWASSOCIATIONYARD HYDRANTSHEET NO. CONSTRUCTION AT THE NORTH AND AT THE SOUTH. P2.11 PLUMBING UNDERGROUND-AREA N1 X X X X • NO NORMALLY OPEN OR NUMBER MC NOT IN CONTRACT 011° THRUST BLOCK # POUNDS OR NUMBER P2.12 PLUMBING UNDERGROUND-AREA N2 X X X X • L. SEISMIC: OFCI OWNER FURNISHED CONTRACTOR P2.13 PLUMBING MAIN LEVEL-AREA N1 • X • X X 1. ANCHORAGE AND RESTRAINTS MUST BE COORDINATED WITH STRUCTURAL INSTALLED ® PD FD FLOOR DRAIN P2.14 PLUMBING MAIN LEVEL-AREA N2 • X • X X ENGINEER AND AUTHORITY HAVING JURISDICTION. OW OIL WASTE 01:4 _ ►= FS FLOOR SINK W/GRATE AS SHOWN P2.15 PLUMBING UPPER LEVEL-AREA Ni X DEL POC POINT OF CONNECTION � ""- POD POINT OF DISCONNECTION C. P2.16 PLUMBING UPPER LEVEL-AREA N2 X X PRV PRESSURE REDUCING VALVE © HUB DRAIN P2.17 PLUMBING ROOF PLAN-AREA N1 X X - PS PRESSURE SWITCH P2.18 PLUMBING ROOF PLAN-AREA N2 X X 2 BP2 ADD#2 04/18/18 PSI POUNDS PER SQUARE INCH ROOF RECEPTOR SOUTH SECTOR PLANS I BP2 ADD#1 04/04/18 RI&C ROUGH IN AND CONNECT ;o P2.21 PLUMBING UNDERGROUND-AREA Si X X X X • RP REDUCED-PRESSURE PRINCIPLE STORM DRAIN P2.22 PLUMBING UNDERGROUND-AREA S2 X X X X • /t\t REVISIONS DATE BACKFLOW PREVENTION ASSEMBLY @OVERFLOW DRAIN P2.23 PLUMBING LOWER LEVEL-AREA S1 • X X X RPM REVOLUTIONS PER MINUTE SD STORM DRAIN P2.24 PLUMBING LOWER LEVEL-AREA S2 • X • X X DECK DRAIN, PLANTER DRAIN SF SQUARE FEET L P2.25 PLUMBING MAIN LEVEL AREA S1 +UPPER LEVEL AREA S1 • X • X X PHASING SHWR SOLAR HOT WATER RETURN SHINS SOLAR HOT WATER SUPPLY DOWNCONN NOZZLE P2.27 PLUMBING ROOF PLAN-AREA Si X X SOV SHUT-OFF VALVE P2.28 PLUMBING ROOF PLAN-AREA S2 X X THE PROJECT PHASING AND ITS IMPACTS TO THE CONSTRUCTION OF THE MECHANICAL, SPR SPRINKLER SS SANITARY SEWER EAST SECTOR PLANS ELECTRICAL,PLUMBING,LIGHTING AND LOW VOLTAGE SYSTEMS SHALL BE WHOLLY TP TRAP PRIMER P2.31 PLUMBING UNDERGROUND-AREA El X X • OWNED BY THE CM/GC(CONSTRUCTION MANAGER/GENERAL CONTRACTOR)AND THEIR TS TAMPER SWITCH P2.32 PLUMBING MAIN LEVEL-AREA El • X X SUB-CONTRACTORS. TEMPORARY FIRE,WATER,SANITARY,STORM,POWER,LIGHTING TT TEST TEE AND CONDITIONING SHALL BE COORDINATED IN CONJUNCTION WITH FINAL DIRECTION TYP TYPICAL P2.33 PLUMBING ROOF PLAN-AREA El X X FROM THE OWNER, BASED ON THE OWNER'S NEEDS(SAFETY,FUNCTIONALITY,ETC) U URINAL DURING THE ACTIVE CONSTRUCTION SCHEDULE. A SEPARATE"PHASING PLAN"SHALL VB VACUUM BREAKER P4.01 WATER/FIRE RISER DIAGRAMS X X X BE CREATED BY THE CM/GC AND INCLUDED AS A PROJECT DOCUMENT. ANY V VENT P4.02 WASTE RISER DIAGRAMS X X REFERENCES TO PHASING OR TEMPORARY SYSTEMS ON THESE DOCUMENTS ARE FOR VTR VENT THROUGH ROOF P4.03 GAS RISER DIAGRAM X X REFERENCE ONLY AND ARE INTENDED TO AID IN GENERAL COORDINATION BETWEEN W WASTE TIGARD TUALATIN SCHOOL DISTRICT THE DESIGN TEAM AND THE CONTRACTING TEAM. NO SUCH REFERENCES TO PHASING WC WATER CLOSET OR TEMPORARY PROVISIONS ON THESE DOCUMENTS THAT ARE IN CONFLICT WITH THE WHA WATER HAMMER ARRESTOR P6.01 ENLARGED PLAN-KITCHEN X X TIGARD HIGH DETAILS OF THE"PHASING PLAN"DOCUMENT SHALL BE USED AS LEVERAGE FOR WCO WALL CLEANOUT P6.02 ENLARGED PLANS X X CHANGER ORDERS DURING CONSTRUCTION." W/ WITH P6.03 ENLARGED PLANS XX YB YARD BOX P6.04 ENLARGED PLANS X X S C H O O L P9.01 PLUMBING DETAILS X X X >' M 0 D E R N I ZAT I O N P9.02 PLUMBING DETAILS MDF Z MDF.P1 I PLUMBING-MDF PLANS I I I I I X O 9000 SW DURHAM RD. TIGARD,OR.97224 0 JOB NO: 16992.00 Z ISSUE DATE: 06/19/2018 wJurisdiction Stamp Area C w 11.w C E O u- PLUMBING LEGEND I- AND co ABBREVIATIONS 2 1 P0.00 w :,_ . bassetti architects PLUMBING FIXTURE SCHEDULE DOMESTIC WATER HEATER SCHEDULE 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 ADA FLOW I CONNECTION SIZE ELECTRICALT (206) 340 9500 F (206) 340 9519 CONNECTION SIZE NATURAL GAS ELECTRICAL TAG FIXTURE MANUFACTURER MODEL (YIN) (GPFIGPM)I W I V I HW I CW VOLTS I PHASE I AMPS REMARKS VOL RECOV EWT LWT NG FLUE INPUT EFF UNIT SIZE OPER.WT. I DRAINS TAG # MANUFACTURER MODEL NUMBER LOCATION SYSTEM SERVED (GAL) (GPH) (°F) (°F) CW(IN) HW(IN) (IN) (IN) (MBH) (AFUE%) VOLTS PH MCA (DIA"xH") (LBS) NOTES I 2"FD-1 FLOOR DRAIN-FINISHED JR SMITH 2010 2" GWH 1A BRADFORD WHITE - CUSTODIAL DOMESTIC 100 297 50 140 1 1/2" 1 1/2" 3/4" 3" 199 98.5 120 1 0 29x78 1734 1,2,3 CIVIL ENGINEER & LANDSCAPE 3" FD-1 FLOOR DRAIN-FINISHED JR SMITH 2010 3" GWH 1B BRADFORD WHITE EF-100T-199E-3N(A) CUSTODIAL DOMESTIC 100 297 50 140 1 1/2" 1 1/2" 3/4" 3" 199 98.5 120 1 0 29x78 1734 1,2 Cardno 4"FD-1 FLOOR DRAIN-FINISHED JR SMITH 2010 4" I GWH 1C BRADFORD WHITE EF-100T-199E-3N(A) CUSTODIAL DOMESTIC 100 297 50 140 1 1/2" 1 1/2" 3/4" 3" 199 98.5 120 1 0 29x78 1734 1,2 6720 SW Macadam Ave Suite 200, 3"FD-2 FLOOR DRAIN-MECH JR SMITH 2010 3" I GWH 2 BRADFORD WHITE EF-100T-199E-3N(A) KITCHEN KITCHEN 100 297 50 140 1 1/2" 11/2" 3/4" 3" 199 98.5 120 1 0 29x78 1734 1,2 Portland,OR 97219 T(503)419-2500 2"FS-1 FLOOR SINK ZURN FD2375 2" 12"x 12"-6" DEEP 4"FS-1 FLOOR SINK ZURN FD2375 4" 12'x 12"-6"DEEP NOTES STRUCTURAL ENGINEER HD-1 HUB DRAIN - - 6"CONNECTION WITH 8"BELL 1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. Catena Engineers 4"TD-1 TRENCH DRAIN ACO FG200 4" 6"WIDE GRATE.SEE PLANS FOR LENGTH. 2. CONDENSING TANK TYPE WATER HEATER, NATURAL GAS INPUT. 1500 NE Irving St,Suite 412 3. RELOCATE EXISTING. Portland,OR 97232 4"TD-2 TRENCH DRAIN ACO FG200 4" 6"WIDE GRATE. SEE PLANS FOR LENGTH. PROVIDE WITH F660 T(503)-467-4980 CATCH BASIN OTHER MECHANICAL ELECTRICAL& DF-1 DRINKING FOUNTAIN ADA ELKAY LZWS-EDFPBM117K YES 0.5 2" 1 1/2" 1/2" 115 1 5 BARRIER FREE, DOUBLE BOWL,WITH BOTTLE FILLER. PLUMBING EXPANSION TANK SCHEDULE PLUMBING ENGINEER EW-1 EYE WASH HAWS 7360B-7460B YES 6 2" 1 1/2" 1/2" PROVIDE WITH ASSE 1071 MIXING VALVE IN RECESSED CABINET.SEE Glumac MIXING VALVE SCHEDULE FOR DETAILS. TANK OPER. RELIEF 900 SW Fifth Ave.,Suite 1600 Portland,OR 97204 TP-1 TRAP PRIMER PPP PRIME TIME 1/2" 120 1 0 VOL. ACCEPT.VOL. FILL PRESS. PRESS. PRESS. MIN.TEMP. MAX. SYSTEM SIZE DIA x H OPER.WT. T(503)-227-5280 TP-2 TRAP PRIMER-LARGE PPP PRIME TIME-2130 1/2" 120 1 0.3 TAG # MANUFACTURER MODEL LOCATION TYPE (GAL) (GAL) (PSIG) (PSIG) (PSIG) (°F) TEMP.(°F) CONN.(IN) (IN) (LBS) NOTES IB-1 ICE MAKER BOX IPS MIB2HAAB 1/2" I PET 1 WATTS DETA-30 BOILER ROOM VERTICAL 5.0 3.3 65 80 150 50 140 1" 16x24 64 1,2,3 FOOD SERVICE CONSULTANT WB-1 WASHER BOX WATER TIGHT 85701 2" 1 1/2" 1/2" 1/2" I PET 2 WATTS DETA-12 KITCHEN VERTICAL 15.0 10.0 65 80 150 50 140 3/4" 12x14 28 1,2,3 Webb Foodservice Design 37I 2"FCO FLOOR CLEANOUT JR SMITH SEE SPEC 2" 00 SE Lafayette Ct.Portland,OR 97202 3"FCO FLOOR CLEANOUT JR SMITH SEE SPEC 3" NOTES T(503)-236-8566 4"FCO FLOOR CLEANOUT JR SMITH SEE SPEC 4" 1. PROVIDE TANK RATED FOR ASME WORKING PRESSURE OF 125 PSIG. DSC-1 DOWN SPOUT CONNECTOR ZURN Z1042 CAST IRON, PLAIN END OUTLET. SEE PLANS FOR SIZE. 2. PROVIDE TANK WITH VERTICAL CONFIGURATION. ACOUSTIC &AV CONSULTANT HD-1 HUB DRAIN - - 6"CONNECTION WITH 8"BELL 3. ANCHOR TO HOUSEKEEPING PAD. COORDINATE WITH STRUCTURAL DESIGN. The Greenbusch Group HB-1 HOSE BIBB WILLOUGHBY HB-8156 1/2" 1/2" 1900 W.Nickerson St.,Suite 201 Seattle,WA 98119 HB-2 HOSE BIBB WOODFORD 24 3/4" PROVIDE ACCESSIBLE SHUTOFF VALVE FOR EACH FIXTURE T 206-378-0569 RH-1 ROOF HYDRANT WOODFORD SRH-MS 3/4" PROVIDE SELF DRAINING FIXTURE WH-1 WALL HYDRANT WOODFORD 65C 3/4" DOMESTIC RECIRCULATION PUMP SCHEDULE COST CONSULTANT RESTROOMS/LOCKER ROOMSConstruction Focus FLOW HEAD(FT CONNECTION SIZE ON/OFF ELECTRICAL EMERG OPER. 740 Almaden St L-1 LAVATORY WALL HUNG KOHLER K-8212 YES 0.5 2" 1 1/2" 1/2" 1/2" FAUCET: MOEN 8884 TAG # MANUFACTURER MODEL LOCATION TYPE (GPM) WG) RPM (IN) SETPOINT(°F) WATTS VOLTS PH POWER(YIN) WT.(LBS) NOTES Eugene,OR 97402 L-2 LAVATORY-14'TROUGH SEE ARCH - YES 0.5 2" 1 1/2" 1/2" 112" FAUCET:PROVIDE WITH(5)T&S BRASS B-0800-F10 METERED CP 1 BELL&GOSSETT NBF-8S CUSTODIAL INLINE 8 20 3300 1/2" 105 39 120 1 No 10 1,2,3,4,5 T 541-686-2031 FAUCETS CP 2 BELL&GOSSETT NBF-45 KITCHEN INLINE 4 5 2800 1 1/2" 105 55 120 1 No 10 1,2,3,4,5 DRAIN:CUSTON SINK WILL BE PROVIDED WITH TWO DRAINS L-3 LAVATORY-15'TROUGH SEE ARCH - YES 0.5 2" 1 1/2" 1/2" 1/2" FAUCET: PROVIDE WITH(5)T&S BRASS B-0800-F10 METERED NOTES EXPIRES: 06/30/18 FAUCETS 1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. `t*n PROF � DRAIN:CUSTON SINK WILL BE PROVIDED WITH TWO DRAINS 2. PUMP TO CONTAIN LESS THAN 0.25%LEAD CONTENT ON WETTED SURFACE FOR DOMESTIC DISTRIBUTION. ,NG t N£F� 0 SH-1 SHOWER TILED-SEE ARCH - NO 1.5 2" 1 112" 3/4" 3/4" FAUCET: SYMMONS 1-100-X-CHKS SAFETY MIX W/PRESSURE 3. MAXIMUM WORKING PRESSURE 150 PSIG AND MAXIMUM OPERATING TEMPERATURE OF 225°F. k 15713 r BALANCING AND INTEGRAL STOPS. 4. PROVIDE AUTOMATIC TIMECLOCK TO ALLOW OPERATION ONLY DURING OCCUPIED HOURS. " SH-2 SHOWER TILED-SEE ARCH - NO 1.5 2" 1 1/2" 3/4" 3/4° FAUCET:SYMMONS 1-117-FS-X-CHKS W/FLEXIBLE HOSE, PRESSURE 5. PROVIDE AQUASTAT TO OPERATE PUMP WHEN HOT WATER RETURN TEMPERATURE DROPS BELOW SETPOINT. G�•,y O'E ON �. BALANCING AND INTEGRAL STOPS. °` p'` 9,N�� © SH-3 SHOWER FLORESTON 36-3W NO 1.5 2" 1 1/2" 3/4" 3/4" FAUCET: SYMMONS 1-100-X-CHKS SAFETY MIX W/PRESSURE j�, \� BALANCING AND INTEGRAL STOPS. U-1 URINAL KOHLER K-4904-ET NO 0.125 2" 1 1/2" 3/4" FLUSH VALVE:SLOAN ROYAL 186-0.125 MIXING VALVE SC H E D U L E U-2 URINAL-ADA KOHLER K-4904-ET YES 0.125 2" 1 1/2" 3/4" FLUSH VALVE:SLOAN ROYAL 186-0.125 WC-1 WATER CLOSET FLOOR MOUNT KOHLER K-96053 NO 1.28 4" 2" 1 1/2" FLUSH VALVE:SLOAN WES-111 DUAL FLUSH FLOW RATE PRESSURE DROP CONNECTION OUTLET (RECESSED/ UNIT SIZE SEAT:BEMIS 1655-SSC TAG # MANUFACTURER MODEL NUMBER LOCATION SYSTEM SERVED MIN(GPM) MAX(GPM) (FT WG) INLET(IN) OUTLET(IN) SETPOINT(°F) SURFACE) (L"xW xH") NOTES WC-2 WATER CLOSET FLOOR MOUNT- KOHLER K-96057 YES 1.28 4" 2" 1 1/2" FLUSH VALVE:SLOAN WES-111 DUAL FLUSH MV 1 LEONARD TM-920B-LF-DT CUSTODIAL DOMSETIC HOT WATER 1 47 10 1" 1 1/4" 120 SURFACE 12x3x24 1,2,4 ADA SEAT: BEMIS 1655-SSC MV 2 LEONARD TM-420B-LF-DT KITCHEN KITCHEN 1 18 10 3/4" 1" 120 SURFACE 12x3x22 1,2,4 I SINKS MV 4 LEONARD TA-300-LF-STSTL-EXP CERAMICS EYE WASH 2 10 10 1/2" 1/2" 85 RECESSED 10x5x10 1,3 BT-1 TRAINING-HYDROPOOL SEE ARCH - 2.5 2" 1 1/2" 3/4" 3/4" MV 5 LEONARD TA-300-LF-STSTL-EXP CUSTODIAL EYE WASH 2 10 10 1/2" 1/2" 85 SURFACE 10x5x10 1,3 MS-1 MOP SINK STERM WILLIAMS CRS-2200BP - 2.5 3" 1 1/2" 3/4" 3/4" CHICAGO FAUCET:897-CRCF WALL MOUNTED W/VACUUM BREAKER, MV 6 LEONARD TA-300-LF-STSTL-EXP MAKERS EYE WASH 2 10 10 112" 1/2" 85 SURFACE 10x5x10 1,3 WALL BRACE,THREADED HOSE OUTLET,AND INTEGRAL STOPS MV 7 LEONARD TA-300-LF-STSTL-EXP MAKERS EYE WASH 2 10 10 1/2" 1/2" 85 SURFACE 10x5x10 1,3 S-1 KITCHEN DOUBLE SINK ELKAY LRAD332265PD YES 1.5 2" 1 1/2" 1/2" 1/2" FAUCET:CHICAGO 786-ABCP S-2 KITCHEN SINGLE SINK ELKAY LRADQ191965PD NO 1.5 2' 1 1/2" 1/2" 1/2" FAUCET:CHICAGO 786-ABCP S-3 MAKERS LAB SINGLE SINK ELKAY EWS2520 YES 1.5 2" 1 1/2" 1/2" 1/2" FAUCET:CHICAGO 540-LDE35-317WXFAB, SEDIMENT TRAP:ZURN Z1180 S-4 TRAINING-SINGLE ELKAY WNSF8136L2 NO 1.5 2" 1 1/2" 1/2" 1/2" FAUCET:CHICAGO 540-LDE35-317WXFAB NOTES S-5 MAKERS/CERAMICS-SINGLE ELKAY EWMA6020C NO 1.5 2" 1 1/2" 1/2" 1/2" FAUCET:(3) CHICAGO 540-LDE35-317WXFAB,SEDIMENT TRAP:ZURN 1. COORDINATE WITH WATER HEATER SUPPLY AND PLUMBING FIXTURE DEMANDS. BASIN Z1180 2. LOW LEAD CONTAINING LESS THAN 0.25%LEAD BY WEIGHT. 3. VALVE ASSEMBLY TO BE ASSE 1071 CERTIFIED. 4. SELF REGULATING THERMOSTATIC MIXING VALVE TO MAINTAIN OUTLET TEMPERATURE OVER FULL RANGE OF FLOW. NOTE: GREASE/OIL INTERCEPTOR SCHEDULE HOT WATER SHALL BE LIMITED TO ALL FIXTURES IN ACCORDANCE WITH ASSE STANDARDS: PUBLIC LAVATORIES,BATHTUBS&WHIRLPOOLS SHALL BE LIMITED TO 110 F(ASSE 1070), FLOW RATE CONNECTED INLET OUTLET OPER.WT. EMERGENCY EYEWASH AND SHOWERS LIMITED TO 60-100F(ASSE 1071),AND TAG # MANUFACTURER MODEL NUMBER LOCATION VOLUME(GAL) (GPM) DFU SIZE(IN) SIZE(IN) SIZE(L"xW xH") (LBS) NOTES SINGLE SHOWER/GANG SHOWERS LIMITED TO 120F(ASSE 1016/ASSE 1069). GI 1 OLDCASTLE 5106-SA LOADING DOCK 1500 - 116 4" 4" 134x58x86 40,000 1,2,3 01 I 1 JR SMITH 8515 AUTO SHOP - 15 6 2" 2" 25x14x16 1,2 - DOMESTIC WATER SIZING STORM DRAIN PIPE SIZING @ 1 .3 IN/HR NOTES 1. 04/18/18 1. PROVIDE WITH ONE PLUMBING VENT INSTALLED DOWNSTREAM OF UNIT OUTLET PER PLUMBING CODE. FIXTURE UNITS FIXTURE UNITS VERTICAL DRAIN 118 IN/FT 1/4 INIFT 2. COORDINATE INVERT HEIGHTS WITH PLUMBING FIXTURE CONNECTIONS. PIPE SIZE GPM (TANK) (FLUSH VALVE) PIPE[IN] SQFT GPM SOFT GPM SOFT GPM 3. PER BES REQUIREMENTS,ACCESS ELEVATION MUST BE NO MORE THAN 12'ABOVE TOP OF TANK. # REVISIONS DATE 1/2" 1 1 - I 3 6,811 92 2,517 34 3,553 48 3/4" 5 6 - I 4 14,214 192 5,774 78 8,143 110 1" 11 15 - I 6 41,682 563 16,435 222 23,247 314 11/2" 28 49 11 I 8 89,435 1,208 35,389 478 50,122 677 DOMESTIC SEWAGE/SUMP PUMP SCHEDULE 2" 60 175 I 76 I 10 0 0 63,670 860 89,879 1,214 PUMP ELECTRICAL EMERG 2 1/2" 110 431 I 295 I 12 0 0 102,465 1,384 144,591 1,953 FLOW HEAD SINGLE POC POWER BASIN SIZE OPER.WT. 3" 170 748 700 I 15 0 0 183,090 2,473 258,458 3,491 TAG # MANUFACTURER MODEL NUMBER (GPM) (FT WG) RPM QUAN. HP VOLTS PH (YIN) (YIN) (L"xW xH") (LBS) NOTES 4" 290 1,668 7,668 I ESP 1 LIBERTY 291 50 25 3450 1 3/4 120 1 Yes Yes 2x2x2 31 1,2,3 6" 700 5,380 5,380 I ESP 2 LIBERTY 291 50 25 3450 1 3/4 120 1 Yes Yes 2x2x2 31 1,2,3 8" 1,100 8,700 I 8,700 NOTES NOTES 1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. 1. BASED ON 3PSI/100 F LOSS OR 8 FPS VELOCITY. 2. PROVIDE NON-OVERLOADING AIR FILLED,HERMETICALLY SEALED MOTOR. 3. PROVIDE CONTROL PANEL WITH THE FOLLOWING FEATURES: DISCONNECT SWITCHES,MAGNETIC STARTERS,TEST/OFF/AUTO SWITCH,RUNNING LIGHTS,ALARM LIGHTS,HORN,AND SILENCE SWITCH. NATURAL GAS SIZING TIGARD TUALATIN SCHOOL DISTRICT SAN ITARYNE NT PIPE SIZING INITIAL PRESSURE:2PSI TIGARD HIGH DEVELOPED LENGTH:450 FT BACKFLOW PREVENTION DEVICE SC H EDU LE SANITARY[DFU] VENT PRESSURE DROP:0.5 PSI PIPE SIZE 1%SLOPE 2%SLOPE [DFU] I SIZE MAX CFH(MHB) FLOW RATE MAX PRESSURE DROPS CH 0 0 L 1 1/2" - - 8 I I 0.75 298 TAG # MANUFACTURER MODEL LOCATION SYSTEM SERVED SIZE(IN) MIN(GPM) MAX(GPM) (PSI) NOTES ` RPZ 1 WATTS 009M3QT BOILER ROOM 2" 8 2484 I 1 561 1.5 1,727 I RPZ 2 WATTS 009M2QT BOILER ROOM MECHBOILERS 3/41 - 3" 35 1 20 15 1,2 I [Vi()D E R N I ZAT I o N I 4" 176 216 256 I I 2 3,327 NOTES 6" 576 720 1,380 2.5 5,304 1. ROUTE RELIEF TO FLOOR SINK. 8" 2,112 2,640 3,600 I 3 9,381 2. PROVIDE WITH AIRGAP. 10" 3,744 4,680 1 - I I 4 19,192 9000 SW DURHAM RD. 12" 6,560 8,200 I - I I 6 56,235 TIGARD,OR.97224 NOTES NOTES TO EDITORSCHEDULE JOB NO: 16992.00 1. SEE UPC TABLE 7-5 FOR EXCEPTIONS 1. EDIT FOR YOUR SPECIFIC PROJECT DOMESTIC PRV ISSUE DATE: 06/19/2018 FLOW RATE INLET PRESSURE OUTLET PRESSURE MAXFALL OFF Jurisdiction Stamp Area TAG # MANUFACTURER MODEL SYSTEM SERVED LOCATION MIN(GPM) MAX(GPM) (PSI) (PSI) (PSI) SIZE(IN) NOTES Al R CO M P RESSO R SCHEDULE I PRV 1-CWa WATTS LF223 DOMESTIC COLD WATER BOILER ROOM 0.5 35 100 78 12 1" 1,2 I PRV 1-CWb WATTS LF223 DOMESTIC COLD WATER BOILER ROOM 35 55 100 72 12 1 1/2" 1,2 I TANK ELECTRICAL EMERG I I AIRFLOW PRESSURE VOLUME COMP POWER OUTLET UNIT SIZE OPER. I PRV 2-CWa WATTS LF223 DOMESTIC COLD WATER CUSTODIAL N110 0.5 25 100 78 12 314" 1,2 TAG # MANUFACTURER MODEL LOCATION (CFM) (PSIG) (GAL) QUANTITY HP VOLTS PH (YIN) SIZE(IN) (L"xW xH") WT.(LBS) NOTES I PRV 2-CWb WATTS LF223 DOMESTIC COLD WATER CUSTODIAL N110 25 40 100 72 12 1 1/4" 1,2 I C 1 POWEREX STS1302 CTE 8.8 100 60 1 3 230 1 No 1" 52x24x40 350 1,3-4,6 DRY 1 POWEREX ACO 1000100 CTE 8.6 100 0 1 N/A 230 1 No 1" N/A N/A 1-2,5,7 NOTES 1. PRV TO MAINTAIN PRESSURE AT FULL RANGE OF FLOW NOTES 2. PROVIDE WITH STRAINER 1. COMPRESSOR SKID IS PRELIMINARY SPACE HOLDER:PENDING ONSITE INVESTIGATION TO DETRIMNE CURRENT CONNECTED LOADS. SCHEDULES 2. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. 3. PROVIDE CONTROL SYSTEM WITH PRESSURE CONTROL,AIR FILTERS,AND OIL WATER SEPARATOR. 4. PROVIDE AIR-COOLED AFTERCOOLER,208 VOLT/1 PHASE CONNECTION. F- 5. PROVIDE VIBRATION ISOLATION AND SEISMIC RESTRAINT PER SPECIFICATIONS. W 6. COORDINATE WITH AIR DRYER SYSTEM. CO 7. COORDINATE WITH AIR COMPRESSOR SYSTEM. I- 2 W P0 . 01 a_ SHEETNOTESbassetti /I , r=te _ _,. .. \ A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects 1 o PROJECT SCOPE BOUNDARY CONTRACTOR IN THE FIELD. REPRESENATION ON cn I DRAWINGS IS BASED ON THE BEST INFORMATION I - I LL' a I AVAILABLE AT THE TIME OF THEIR CREATION. - B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 I I-11 --6---,..- I COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 =_ I I II I DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 II `- C. UNLESS OTHERWISE NOTICED, ALL DEMOLISHED 3� fl I li II Ii I I - tI IL _ Jj PIPING THAT IS ACCESSIBLE SHALL BE REMOVED I =� = I FROM SITE, AND NOT ABANDONDED IN PLACE. II I iF w - _ '� I CIVIL ENGINEER & LANDSCAPE �1T � _, it _ . :_ it I II I II I ;I I Cardno ` I 6720 SW Macadam Ave Suite 200, 1 fl II HT / i ::= = = SHEET NOTESbassett/ I A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects CONTRACTOR IN THE FIELD. REPRESENATION ON DRAWINGS IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF THEIR CREATION. B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 C. UNLESS OTHERWISE NOTICED,ALL DEMOLISHED PIPING THAT IS ACCESSIBLE SHALL BE REMOVED FROM SITE,AND NOT ABANDONDED IN PLACE. CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 KEYED NOTES Qo STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 1 FIRE SPRINKLER ASSEMBLY SERVING AUTOSHOP Portland, OR 97232 BUILDING LOCATED IN JANITOR CLOSET. CONTRACTOR T(503)-467-4980 TO RELOCATE INTO AUTOSHOP. SERVICES TO AUTO SHOP AND CTE(CW& F)CURRENTLY LOCATED IN THE MECHANICAL ELECTRICAL & TUNNEL SHALL TEMPORARILY ROUTE BELOW PHASE 1 PLUMBING ENGINEER CONSTRUCTION. IN PHASE 2,AUTOSHOP AND CTE Glumac SHALL BE CONNECTED TO NEW SERVICES. 900 SW Fifth Ave., Suite 1600 2 DEMOLISH AUTOSHOP WATER HEATER AND TIE INTO Portland, OR 97204 NEW CENTRAL HOT WATER PLANT. T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 it i i I I _ 1 .t w i Ili I III I it I I II i III II i III LT -- I i 1ESIr - - -- '11 I I �' _ li, II I II - 11 1 . L 1 Ir-- -r - - - - - --, , I PROJECT SCOPE BOUNDARY rjj –. II I 1 I 1--ii DEMOLISH ALL PLUMBING I I I SCOPE IN THIS AREA I II II/ I I I I ' , -'L_= - =.i j I 11- 11 —11 II II II I ‘ I Lt- 1lIIl _, _ atL_I -_IL JL, • :if I _IL r — I _ =–==II 1 BP2 ADD#1 04104/18 li I - ----- .. I Ll I # REVISIONS DATE I I I I I LI I17I I I I — = = 1 Id I 1 N I 1 II I fl I DEMO GAS METER. KILNS II I I I r— I TO BE RE-USED IN NEW I I I� - �I I I CONSTRUCTION. ,---1 ---- I II 11 I - -= E1 it , E2 h II II -1� H _ o I II II II `' I .= — _ a I i_ Ei II 11 7.11= r- L___ � 1i 11 II II I l7; ,�1� � TIGARD TUALATIN SCHOOL DISTRICT 1 ti � — TIGARD HIGH DEMOLISH ALL PLUMBING I I II, SCOPE IN CERMICS AREA — —1 IL . ..,..._ __ . ._. _ , _ _ ,_ _„_ . . , _ __ . . _ .. __. _ , , . _,_ ____ . SCHOOL ii . I .., . r.. .,. . .I I II II I -, . - . . . 1 . II -_ MODERNIZATION �� ..-r / o 9000 SW DURHAM RD. 1 !{, _: i W TIGARD, OR. 97224 1 I _ SHEET NOTES � / N � / / ^ _ N \ architects A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY CONTRACTOR IN THE FIELD. REPRESENATION ON I I I PROJECT SCOPE BOUNDARY DRAWINGS IS BASED ON THE BEST INFORMATION 1 i AVAILABLE AT THE TIME OF THEIR CREATION. B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 I w COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 1 ✓te -----1----------------- --II °�f"�� I DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 1 Ir II II I C. UNLESS OTHERWISE NOTICED,ALL DEMOLISHED - � l� - II PIPING THAT IS ACCESSIBLE SHALL BE REMOVED o = LJ I _ �'" FROM SITE,AND NOT ABANDONDED IN PLACE. I L T Ir I CIVIL ENGINEER & LANDSCAPE � T - -'r- T� H Ij ii 11 a I Cardno 6720 SW Macadam Ave Suite 200, �� Portland, OR 97219 LU _ - � r.._ HL J r 1 i Lr-`"`��. `rte'- _ T(503)-419-2500 5ni 11 �i i.__ _.'3 I II 11 1111 .,-11= KEYED NOTES ® STRUCTURAL ENGINEER li NI i L.,----; - -- Catena Engineers 1500 NE Irving St, Suite 412 II Vii I I If- 1 DEMO STORM DRAIN. REFER TO UNDERGROUND DEMP Portland, OR 97232 !I illi rME !1 - JL --- --- l`- - J '. I Il ,, 2 DEMO CW, HW,AND HWR FROM THIS LOCATION BACK, PLAN FOR PHASING NOTES. T(503)467 980 11 TO TUNNEL. MECHANICAL ELECTRICAL & �, 1 ��- . . 11 PLUMBING ENGINEER ! 1 I 7 c. 0 0 I Glumac I 0 0 �o _ � �' .� 1-- L -- . 900 SW Fifth Ave., Suite 1600 1 I I I Portland, OR 97204 ll I ch I, -1— — — — T(503)-227-5280 1 f II 1 I -11 :- . 1I o IL it it . I L I ,_ _ - T JL IL _ - I IIL� y I II II Ii II j I FOOD SERVICE CONSULTANT Webb Foodservice Design 1 II H -111 I 1 � II ' — — — —. II - I - I° =, If ,, _ 3700 SE Lafayette Ct. lig- = =fri-= ' ; = J I II II Portland, OR 97202 T(503)-236-8566 = I ILS, = = 1 n I fL II II it i I II I t �[- I, it I ACOUSTIC &AV CONSULTANT 11 I I II !i 1 !i i 11 I The Greenbusch Group __ -- __.�_--------JL-_., I II if I II I -4.__E_-- '' 1900 W. Nickerson St., Suite 201 L i II J©1 ft.- �I_ — I _ iwe. - _ -- —. �^ L — - _ - _ _ �� s _ _ _ i _I Q RECONNECT TO NEW Seattle,WA 98119 or= I �MuA� DISTRIBUTION IN CEILING FOR T 206-378-0569 f1 I 4_ - J __Al 1,-- BELOW FLOOR. EXISTING AREAS TO REMAIN. I il Il I� 1 --- - 1-- - -il- - - - - _ �=� =� — � - - =- lu=; �. _��-_ _ _ - I COST CONSULTANT IF L - - -' I �._. .� L_ _ii___Iii u II_ jl 1 -I� ' i ' II i I lk U I1 I - . Construction Focus _ c II II L-_-_,11 ii I _ 1 I>- jl n 1 ''i ❑ i= it 740 Almaden St. k -1N- _ e _ 3 - it DEMO CW HW AND HWR �. I : . 1I I - Ili_ = I I A I II Eugene, OR 97402 II i 111 � Li_ �I II �� -,,� E 11 TO THIS LOCATION. • T541-686-2031 \ oz,_=, �L_ _.. . _ _.._ -i- ,..1.. ) ._,L. II I I I I -_ -- -- — — _- —__ —_ III i _ _ - - -�� _ � �I III! =� 11 II j h r- L� ��L _ JL _ J� i1 I Imo - - moi _ - - - — 11 I nl II = I Ii r- _ � II If- -11-1L - -11 _= - � _ = J II ; EXISTING WATER HEATERS IN BOILER ,L - - ROOM. 100-GALLON BRADFORD WHITE 11 I `" Il II l� r i1 , 1 II 11 IIil WATER HEATER TO BE RE-USED IN NEW 1fI '' CONSTRUCTION. I 1_ r l 1 In _ -_ ,, . - _ 11 I - i UNLESS OTHERWISE NOTED,II 1i. I N.LC. II I Ell DEMOLISH ALL PLUMBING SCOPE IN L __ _ -- �.T - - - JL __ T = = = _� bl AREAS THAT ARE BEING II I I .. r �` ! DEMOLISHED. ii ii (E) 2112" CW—; I t' II a 11 f (E) 2" HW • �_ o r, STr- - -1� _ - -- -'I (E) 314"HWC . . I 11— iii DEMO EXISTING GAS METER f`: a II I (AFTER INSTALLING NEW METER) I I u:. I I II II �- I H_ _ � I - -- - . 11 '-i - I 1Ic . , 1 I �� r � ._._ � C' �1_..� CONNECT NORTH AND r l 1-,� 4 r 11 II \\ fI SOUTH DISTRIBUTION. i 1 I \\_ - Jam. E - - - - Lil JL_ - RECONNECT TO NEW u 0 0 0 - 0 DISTRIBUTION IN CEILING FOR r# � EXISTING AREAS TO REMAIN. 1 -- ter- _ FE ! �'—��] _• - - r� `o �Jl� _ _ 1� - . ,- H I- -1F -ll- - -11- ! ll RELOCATE DURING 1 I MDF EARLY WORK _ ' E ` I �4[, _,_",._+.___= = , ____.____,4„.4„..____ , ,,,_ ____4! „„, , ______4__________ _ ____ _ . I II _ ! _� 1 00 1 BP2 ADD#2 04/18/18 i /'t \ REVISIONS DATE I UE2 fnL J lr�I Il 1 ._1 _ _ L...._, _______f i__ I I L- -,�� `�� I TIGARD TUALATIN SCHOOL DISTRICT ii . I ,i TIGARD HIGH II E� , i I € SCHOOL . . , I, MODERNIZATION i l___, i Z o 1 9000 SW DURHAM RD. W TIGARD, OR. 97224 I1 JOB NO: 16992.00 If-- w Z ISSUE DATE: 06/19/2018 III - - -- - - -- LLI I II Jurisdiction Stamp Area II CC 1 II W II III----noi - LL 1 ii II II w CIC f -- J LEGENDli 0 mom= i PHASE LINE U DEMO PLAN - DEMOLISHED 1— PLUMBING MAIN MAIN FLOOR - FLOOR PLAN - PLUMBING DEMO0 (UJ 1) LEVEL SCALE: 1" =20'-0" 4PROJECT NORTH TRUE NORTH �, i: 2 W PD1 . 12 1" = 20'-0" CL ■•.•■•i_IL 0 20'-0" 40'-0" 60'-0" 80' - 0" SHEET NOTES bassetti _ _ — / \ �..�, .. � .:r ..W,-.::r .. . �:. - .--,.r.n.:_ r_-� .a / \ A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY CONTRACTOR IN THE FIELD. REPRESENATION ON . 1 PROJECT SCOPE BOUNDARY DRAWINGS IS BASED ON THE BEST INFORMATION v W- I 1 AVAILABLE AT THE TIME OF THEIR CREATION. B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 I � o; COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 1 '— — -; I DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 I I C. UNLESS OTHERWISE NOTICED,ALL DEMOLISHED PIPING THAT IS ACCESSIBLE SHALL BE REMOVED 11 I FROM SITE,AND NOT ABANDONDED IN PLACE. 1 1 I CIVIL ENGINEER & LANDSCAPE Cardno le 1 I I 6720 SW Macadam Ave Suite 200, ii I Portland, OR 97219 MI 1 . T(503)-419-2500 STRUCTURAL ENGINEERI I 'III 1:IIllill1 KEYED NOTES Catena EngineersI : I — • 1500 NE Irving St., Suite 412 I I . I 1 EXISTING STORM DRAIN TO REMAIN. Portland, OR 97232 I ®. I T(503)-467-4980 II I MECHANICAL ELECTRICAL & I _» • ... 1 PLUMBING ENGINEER Glumac I �=� 1 RACU 900 SW Fifth Ave., Suite 1600 111 1 �� 11s I Portland, OR 97204 I T(503)-227-5280 I • I I FOOD SERVICE CONSULTANT 1 , 1 1 RTU0 1 . Webb Foodservice Design RACU _ q 3700 SE Lafayette Ct. 1 • ROUTE AND CONNECT NEW GAS 15Portland, OR 97202 / PIPING PRIOR TO DEMOLISHING T(503)-236-8566 r I _ 1 / EXISTING — — — / r I am ACOUSTIC & AV CONSULTANT / I The Greenbusch Group LJ �_ _ 201 1 1900 W Nickerson St Suite Seattle,WA 98119 �� / �"l ° T 206-378-0569 I ASU / .. . COST CONSULTAN 8 �1� RI n I Construction Focus T / U U I 740 Almaden St. / I Tu541-686 R09�402 / I II I I / I/ .. I I / I / I DEMOLISH ALL GAS PIPING ASSOCIATED / / I r I ` WITH RENOVATION AREAS. RECONNECT 1 NEW SERVICE TO REMAINING ANUS. / UNLESS OTHERWISE NOTED, Si ,. • .00.. isomm. ..._ .. . . / DEMOLISH ALL PLUMBING SCOPE IN I I / AREAS THAT ARE BEING 1 o— — — I DEMOLISHED. I 8 = --(E)G - I -- . _ I n II \ RTU I N. ) X 1 ROUTE AND CONNECT NEW GAS PIPING PRIOR TO DEMOLISHING 11 EXISTING RTU RTU RTU RTU I (E) X (E) X (E) X (E) X I I C3 IRTU • 111F- 1 _1. 0 1 (E)G 4- / ,„ , DEMOLISH ALL GAS PIPING ASSOCIATED WITH RENOVATION AREAS. RECONNECT • — — –� — NEW SERVICE TO REMAINING AHUS. I GP I I' 1' / 1 \ REVISIONS DATE I :I.. I' n I h----4 .„_...,_ E2 :".' Li n1 - co) vo . -_ LJ I L _ � Ii I : ,1 S,„.„ 1 / , ! / SHEET NOTES assett A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects / CONTRACTOR IN THE FIELD. REPRESENATION ON j DRAWINGS IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF THEIR CREATION. B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 / ` C. HORIZONTAL VENT PIPING SHALL BE GRADED TO DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY. i `/ / D. ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE IN % LINE WHERE PIPE SIZE CHANGES. CIVIL ENGINEER & LANDSCAPE .. . / / MI E. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER Cardno PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING 6720 SW Macadam Ave Suite 200, SERVES TWO OR MORE FIXTURES. Portland, OR 97219 �� 7 F.\ F. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, T(503)-419-2500 i� UNIONS, TRAPS, FLANGES,WATER HAMMER STRUCTURAL ENGINEER a • ARRESTORS, AND OTHER APPURTENANCES �i / • REQUIRING ACCESS ARE ACCESSIBLE. Catena Engineers a G. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND 1500 NE Irving St., Suite 412 i a EASY OPERATION. T(503)-467-4980 �\ . s-. d Portland, OR 97232 17/ - _ �\, /•', . . • P2.11 H. ALL VALVES(EXCEPT CONTROL VALVES)AND �" y \ STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE 1 _ .. • , MECHANICAL ELECTRICAL & REDUCING SIZE TO MAKE CONNECTIONS TO PLUMBING ENGINEER �,.. EQUIPMENT AND CONTROLS. Giumac •�• + , I.I. IN ADDITION TO CODE REQUIRED LOCATIONS, • PROVIDE CLEANOUTS IN GREASE DRAINAGE 900 SW Fifth Ave., Suite 1600 OR 97204 / / \, / SYSTEMS EVERY 50 FEET. T(503)-227-5280 / J. ALL PLUMBING WORK SHALL BE COORDINATED WITH / ` \ ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND FOOD SERVICE CONSULTANT / a f• • ' / -4.1; '\ ADDITIONALOOCOST 0 TNS SHALL HE OWNEE R. AT NO Webb Foodservice Design •• 3700 SE Lafayette Ct. • " a �:, �' • K. REFER TO RISER DIAGRAMS FOR ADDITIONAL Portland, OR 97202 / !AT— ,, 11 'E90 ,,, INFORMATION T(503)-236-8566 / J o +`,•. ACOUSTIC & AV CONSULTANT I 1 1 _ ,__ . / / — - r; The Greenbusch Group b ¢ ��/ e C► ��_ 1900 W. Nickerson St., Suite 201 \ Seattle,WA 98119 I .! ,•1 ,, T 206-378-0569 � '! ' `O 1 • W w L �� Mx"/ COST CONSULTANT Construction Focus I �° l rL 740 Almaden St. ii db L' Eugene, OR 97402 j --e I T 541-686-2031 i F ..,_ . i . • , 1.. .• 1 f' 1 .: ,,,, ..: . , ,' I �I� 'f� �f� I / 0,/ (E) 3" CW UP i , i • , , , • 1 0 ,00 - i \ IE I 1 '4r:' U U'J•• + ' �- -� ' IKCONNECT NEW 3"CW LINE TO 1 =i` '''' / —O _ L _ 'b EXISTING SERVICE AND ROUTE w _ ° ro �= qp - OVER EXISTING ROOF �' - 3" CW UP `(\ ? q li iiiI , -; 1\LL-.-- P2.21 // __.(9 11 j I • ( '11 li ,,,, =. ._ -; ----- 4' 1 • 1 , 71. 1 __. __ _ __ __ _ ., , ,, . 7,..i -- * 1 1 1 1 _4.1 ) --' , -,1, .1 I •j .rui--..-....—.... col I 1 i I 8 N� i P2.31 . rill ilec=3 ;.1: 3 • I ��.. E , `� • r • E Q CC--CI ! 1 ' i II I I / I I • I 0 O i , U U I -0 I �.... - p e . I II �LI� ) '• 1 n • 14 \Ilk r T 3 / *' REVISIONS DATE 1 1 el ti_____ ;Z T p a HI \ 3 . N 8-16-Q 80 6 i ial - J II I I lj 1 LI!IfiT i ...do 1 --0-0_4: u oc,�}—c\, \, a I E2 I\ ____--------/ o- I 1 I I P2'22 TIGARD TUALATIN SCHOOL DISTRICT I 2- ° 1 / , -j. - o TIGARDHIGH 1 \,„ 1SCHOOL I ,_i , , 'I i I MODERNIZATION 1 `\ ', .,, 1 l _ — — — _ _ _ _ — — — — dom. . ......m.. . .. ..... .. .. . i 0 W 9000 SW DURHAM RD. �� TIGARD, OR. 97224 JOB NO: 16992.00 _.. .____•_____,„_ Z ISSUE DATE: 06/19/2018 WJurisdiction Stamp Area W LL W Ce CC - LEGEND ,\� O \ PHASE LINE PLUMBING UNDERGROUND - FLOOR PLAN - PLUMBING w UNDERGROUND SCALE: l32"_ �' " co0 FLOOR PLA N PROJECT NORTH N TRUE 4 COMPOSITE 11 ,. NORTH NORTH 2 g. ct P1 . 10 1/32" = 1'-Q" w ■ ■ ■ ■ mi — a. ■ ■ ■ ■ as E , 0 32'- 0" 64'- 0" 96'-0" 128'-0" SHEET NOTES a ssett i A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects CONTRACTOR IN THE FIELD. REPRESENATION ON DRAWINGS IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF THEIR CREATION. B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 C. HORIZONTAL VENT PIPING SHALL BE GRADED TO DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY. D. ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE IN LINE WHERE PIPE SIZE CHANGES. CIVIL ENGINEER & LANDSCAPE E. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER Cardno PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING 6720 SW Macadam Ave Suite 200, SERVES TWO OR MORE FIXTURES. Portland, OR 97219 F. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, T(503)-419-2500 UNIONS,TRAPS, FLANGES,WATER HAMMER ARRESTORS,AND OTHER APPURTENANCES STRUCTURAL ENGINEER REQUIRING ACCESS ARE ACCESSIBLE. Catena Engineers G. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND 1500 NE Irving St., Suite 412 EASY OPERATION. Portland, OR 97232 H. ALL VALVES(EXCEPT CONTROL VALVES)AND T(503) 467 980 STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE MECHANICAL ELECTRICAL & REDUCING SIZE TO MAKE CONNECTIONS TO PLUMBING ENGINEER EQUIPMENT AND CONTROLS. Glumac I. IN ADDITION TO CODE REQUIRED LOCATIONS, PROVIDE CLEANOUTS IN GREASE DRAINAGE 900 SW Fifth Ave., Suite 1600 SYSTEMS EVERY 50 FEET. T , 97204 T(503)-227-5280 J. ALL PLUMBING WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND FOOD SERVICE CONSULTANT OBSTRUCTIONS SHALL BE PROVIDED AT NO Webb Foodservice Design ADDITIONAL COST TO THE OWNER. 3700 SE Lafayette Ct. K. REFER TO RISER DIAGRAMS FOR ADDITIONAL Portland, OR 97202 INFORMATION T(503)-236-8566 ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 EXPIRES: 06/30/18 �C$j3' PROFfs�i (,!,,G 4' 15713 41 Cr, 4'ol=coNcb O 19 NS cV a P2.23 r. ... =t , .. . .• I I P TEACHE44. °,,,,,,,,,,,,,,, , .. . ... .. . . ... . ... ar .J LC I GIRLS LOCKER c —�-i C:71 ti yC O I� _ _r_i IZ. I i r AUX GYM 1 r 1 E r-1 E:1: e i -\ r I c Qt 7 ! M LO L — ---_ - TEAi M L t;LM ER �_ . . _-.�.`_ 0 P 11 ,..— — FiQms i TtM E Fes.-_ _- - _'- -.- UNIFORM STORAGE _izii—. — — / \ !!! # REVISIONS DATE • Iiii MEN TEAM,LOCKER- i_ Trtr� rr I �;,.. N TEAM LOCKER . - = .4_. n':. .. i� j Jnr"- B€�YS LOKEA�S PETEACI ERS Illi{ TEAM LOCKER �- ��,� =;:-�-��;,fj N N1 . -,,.-7 Indio ii - r ICSH= — @ OW )i: I ! fl' 9 9 P ja IC-1 .--.Z::__ ,_c. ... Q TRAINING • L .o, .IM-1s.a :::-. ,;T_Ir1Q?41i .1 , C .... ,---- foif• r' ' IT CLASSROOM ,,; ENGINEERING a [ r ,,- - - -- - ,.., . __.. -' TIGARD TUALATIN SCHOOL DISTRICT AUTOSHOP � , � : TIGARD HIGH I , i, AUTO CLASSROOM si . . __ _. .. ., ..___ , de_n___ ._;i_. r SCHOOL . ; , ,,,---,,,...,,, c47- . 1,11.0. I , L . _ , , co, MODERNIZATION 1T I I' r HEAVY MAKER SPACE 1 \ '-, E 9000 SW DURHAM RD. IIIIIIIIP2.24 ,.. _.. 97224TIGARD, OR. �---- -- — — — — — — — — — — JOB NO: 16992.00 ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area S 0 H ER LEGEND PHASE LINE PLUMBING FLOOR w PLAN LOWER ci) LEVEL COMPOSITE I— LOWERN 0 LEVEL - FLOOR PLAN - PLUMBING PROJECT NORTH TRUE NORTH N SCALE: 1/32" = 1'-0" g. •� U1) „ P1 . 11 1132„ = 11-0” CL • • • • — MI MIMI ■ ■ ■ ■ = = , 0 32'-0" 64'-0" 96'-0" 128'-0" SHEET NOTES bassetti A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects CONTRACTOR IN THE FIELD. REPRESENATION ON DRAWINGS IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF THEIR CREATION. B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 C. HORIZONTAL VENT PIPING SHALL BE GRADED TO DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY. D. ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE IN LINE WHERE PIPE SIZE CHANGES. CIVIL ENGINEER & LANDSCAPE E. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER Cardno PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING 6720 SW Macadam Ave Suite 200, / \ SERVES TWO OR MORE FIXTURES: Portland, OR 97219 F. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, T(503)-419-2500 it. -, / a UNIONS, TRAPS, FLANGES,WATER HAMMER ARRESTORS,AND OTHER APPURTENANCES STRUCTURAL ENGINEER / iill- REQUIRING ACCESS ARE ACCESSIBLE. Catena Engineers /& \ G. ALL VALVES SHALL 8E ADJUSTED FOR AND SMOOTH AND 1500 NE Irving St., Suite 412 / if EASY OPERATION. Portland, OR 97232 / A - H. STRAINERS SHALL BE FULLALL VALVES(EXCEPT SIOZE OF PIPEL BEFORE T(503)-467-4980 / " r - ` • REDUCING SIZE TO MAKE CONNECTIONS TO MECHANICAL ELECTRICAL & PLUMBING ENGINEER j/ .. a EQUIPMENT AND CONTROLS. Glumac CLASSROO I. IN ADDITION TO CODE REQUIRED LOCATIONS, 900 SW Fifth Ave., Suite 1600 EETIN PROVIDE CLEANOUTS IN GREASE DRAINAGE Portland, OR 97204 / `` c,iF �' s SYSTEMS EVERY 50 FEET. E IDF �„ sK RM 1IfOR F CE J. ALL PLUMBING WORK SHALL BE COORDINATED WITH T(503)-227-5280 / •CHING ;!.CHEF / _' % �, ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND FOOD SERVICE CONSULTANT g FILE- OBSTRUCTIONS SHALL BE PROVIDED AT NO / '" / a Webb Foodservice Design FLEC� \ ADDITIONAL COST TO THE OWNER. 3700 SE Lafayette Ct. / / BOO1 'K ER O/FICE rS a �` K. REFER TO RISER DIAGRAMS FOR ADDITIONAL Portland, OR 97202 f' /PRI 'IPAL/ . ` INFORMATION T(503)-236-8566 EXISTING MAIN GYM DOES NOT HAVE / ...0 OAS T. • \- CONF ACOUSTIC & AV CONSULTANT FIRE PROTECTION. SPRINKLERS SHALL ' • I ' ''�'* The Greenbusch Group BE ADDED UNDER THE SCOPE OF THIS ` OFF14 ` RECEPTION °' r) 1900 W. Nickerson St., Suite 201 PROJECT. �� ( _ / 1 TTENDANCE co Seattle,WA 98119 — EPO / / ♦ T 206-378-0569 �I r� ITCHEN - I ,. L Taxes ENTRY V COST CONSULTANT -�- - �ti , Construction Focus / 740 Almaden St. I I �I ^F� ._ 97402 , . / / / Eugene, OR / / I -- =- --- , i-• �� I ii, ----- -- / T 541-686-2031 1 1 P2.13It: r I OOM f EXPIRES: / a 06/30 1 I '� COMMONS I , ��0 PROFS ff COfl1NS1 I wr, t _ — — I — — = '1 - �� iNEFSO •FFIC 15713 1 a (I PI [. • 4- tic C-) y 0'EGON,, I N.i.C. I FL 'OF ICE I ---"' f� o AN 1 i OFFICE .E g' �� FIj'tE • F I STOR- n��c - Ey' 1111. „ 1r� FFICt� ISS I 'I cl 'LFF ItE= FFICE • 1. a .. ,L '' i 1 y �I 1 NEW BALANCING VALVE I 333y ii II — -j —nom .,., a 1 1-1 ...t Iii, - L. . , ' SS!(3N5 fIw: I 1� 1 CUSTODIAL �.- NEW 3 CW LINE DOWN TO TUNNEL �T ,.. I ,' `' TO SUPPLY"EXISTING TO REMAIN" - - s I# • _ -,._ I lir _ II FIXTURES WEST OF GRID LINE 14. WOMEN --- - r I 1 I RECONNECT HW AND HWC TO PIING P2.25 --I a AD OFFICEI j io, IN CEILING. I , Imo— In TI , N.IC. • ---_,.,.�.._ �n I r — - L)u I I BU INEs� CLAssi Il _ LLEJL _ - - .-_ -P:�. - _ tom..._ - i I .- ' - - --_- _ .. - . . . r. rt_ L--- - — I -- i .. I k, I BU !NESS CLASS-.•y C o a - I 314aiiiiiiii"HWC UP i.. . WEIGHTS AUX GYM 1"HW U' -•r y I 211 CW U' ,A I !' ] I I! I — I sal` H I :. y I C I TEACHE rte' OUN I - - '1,I ; ,_. i ,:, _ ____ ________ 1 , . ___ __ __ _ ,, 1 a a . ___ , J , . . . " L'Ill.-----f-- -., - _ _ ____ ___ _ _ cil:z a .41!.4_,, .. REVISIONS DATE P2.32 P6.04 , , N r -n -1 ,_,.Alk i FOR LOWER LEVEL REFER TO P1.11 I FOR UPPER LEVEL REFER TO P1.13 SCIENCE STORAGE E2 4i 1-1- I BUILDING STORAGE 11111!"-----L O CORIIDOR EMI PREP ROOM TIGARD TUALATIN SCHOOL DISTRICT PREP ROOM r' a '.. - —' F '°` PHYSICS LAB SCIENCE LAB SCIENCE LAB SCIENCE LAB3ATHR (ROOM TIGIARD H ' . II I , 1 . ,, i SCHOOL ...t____ ... „. i - - ... •,._. ._, 1 MODERNIZATION . . • . .. . . ., .' 9000 SW DURHAM RD. 11 1 I E TIGARD, OR. 97224 gH JOB NO: 16992-00 • ISSUE DATE: 06/19/2018 := ' Jurisdiction Stamp Area ® S• D HER LEGEND PHASE LINE PLUMBING FLOOR I— PLAN MAIN LEVEL MAIN FLOOR - FLOOR PLAN - PLUMBING CD COMPOSITE 0SCALE: 1/32" = 1'-0" /V PROJECT NORTH N TRUE cc '' NORTH 0 �,) '. „ w P1 . 12 1132 = 1 -0 0 32'-0" 64'-0" 96'-0" 128'-0" SHEET NOTES bassetti A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects CONTRACTOR IN THE FIELD. REPRESENATION ON DRAWINGS IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF THEIR CREATION. B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 C. HORIZONTAL VENT PIPING SHALL BE GRADED TO DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY. D. ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE IN LINE WHERE PIPE SIZE CHANGES. CIVIL ENGINEER & LANDSCAPE E. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER Cardno PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING 6720 SW Macadam Ave Suite 200, SERVES TWO OR MORE FIXTURES. Portland, OR 97219 F. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, T(503)-419-2500 UNIONS, TRAPS, FLANGES, WATER HAMMER ARRESTORS,AND OTHER APPURTENANCES STRUCTURAL ENGINEER REQUIRING ACCESS ARE ACCESSIBLE. Catena Engineers G. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND 1500 NE Irving St, Suite 412 EASY OPERATION. Portland, OR 97232 H. ALL VALVES(EXCEPT CONTROL VALVES)AND T(503)-467-4980 STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE MECHANICAL ELECTRICAL & REDUCING SIZE TO MAKE CONNECTIONS TO PLUMBING ENGINEER EQUIPMENT AND CONTROLS. j� I. IN ADDITION TO CODE REQUIRED LOCATIONS, Glumac PROVIDE CLEANOUTS IN GREASE DRAINAGE 900 SW Fifth Ave., Suite 1600 • SYSTEMS EVERY 50 FEET. Portland, OR 97204 T(503)-227-5280 " J. ALL PLUMBING WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND FOOD SERVICE CONSULTANT OBSTRUCTIONS SHALL BE PROVIDED AT NO Webb Foodservice Design ADDITIONAL COST TO THE OWNER. 3700 SE Lafayette Ct. K. REFER TO RISER DIAGRAMS FOR ADDITIONAL Portland, OR 97202 INFORMATION T(503)-236-8566 ACOUSTIC &AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Aft / Construction Focus FOR MAIN LEVEL REFER TO / 740 Almaden St P1.12 Eugene, OR 97402 FOR UPPER LEVEL REFER TO a T 541 686-2031 P1.14 / EXPIRES: 06/30/18 / j ��D PR Offff ��% 4.� t N�F'F3�� / 15713 //� , l i ! f' Ww.] L�, .\ 4,00'EGON� o " a QG 19 19 w 1 _ CI I I ... le-- — ....-1.- owe oi . . . o. n iii Ii i tA r q4 C I il,l11:.Y.1 I IEAL71i jveal 1 a ® a FOR MAIN LEVEL REFER TO gilk P1.12 H FOR LOWER LEVEL REFER TO dik P1.11 C.,RF1 P2.25 I L1 _ REVISIONS DATE — rr.� SIAM io R — @ N "a-;1 l4Ld'_ Is3'1azl �' "' N N 1 �-� 1 STORAG N • 3q � ij S:Dd 42"0 il I t . E2 _____L[ s21 I . JOURNALISM I VIDEO 1 HriPAWING I '""- ,TIUN ;�R I $2N)1 I 1�IRNG 1_Th C �'[?n ` ,r 5202 ' Kn'rFnCp I - -__ - .. s TIGARDDISTRICT i U CHEM STOR •. F i 321 i TUALATIN SCHOOL 1 1 7 --r 7L--It87 , ' L TIGARD HIGH r 1 . �` 5 RT�,r. Ct.ASSROOM P2.26 - ,r , PRER Ho L as SCIENCE LAB PREP _ -_ •1 __----'4:._ ___ '"--_i r- .L- �._:._• :--- I 323 I SPECIAL EO. SCE -D _� I I� I I I373 I 311 I FOREIGN LANGUAGES SCIENCE LAB Nil317 I 307 I 0 D E R N I ZAT I O N O I FOREIGN LANGUAGES I 906 I 9000 SW DURHAM RD. I I :ORa TIGARD, OR. 97224 112,00 JOB NO: 16992.00 FOREIGN LANGUAGES 130.3 ISSUE DATE: 06/19/2018 N.I.C. Jurisdiction Stamp Area FOREIGN LANGUAGES -. Iii N.I.C. LEGEND N.LC. PHASE LINE PLUMBING FLOOR w PLAN UPPER LEVEL co SOUTH COMPOSITE N N ~ PROJECT NORTH TRUE CC NORTH grAt CUPPER AUX LEVEL - FLOOR PLAN - PLUMBING 0 _ . ., w P1 . 13 SCALE: 1/32" - 1'-0° 1132" - 1 -0 Ct ■�■•■•_ 0 32'-0" 64'-0" 96'-0" 128'-0" SHEET NOTES bassetti A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects CONTRACTOR IN THE FIELD. REPRESENATION ON DRAWINGS IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF THEIR CREATION. B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 C. HORIZONTAL VENT PIPING SHALL BE GRADED TO DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY. D. ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE IN LINE WHERE PIPE SIZE CHANGES. CIVIL ENGINEER & LANDSCAPE E. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER Cardno PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING 6720 SW Macadam Ave Suite 200, SERVES TWO OR MORE FIXTURES. Portland, OR 97219 F. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, T(503)-419-2500 UNIONS, TRAPS, FLANGES,WATER HAMMER ARRESTORS,AND OTHER APPURTENANCES STRUCTURAL ENGINEER REQUIRING ACCESS ARE ACCESSIBLE. Catena Engineers G. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND 1500 NE Irving St., Suite 412 / */ r EASY OPERATION. I(5o3)-as 4$0 97232 OR c7; H. ALL VALVES(EXCEPT CONTROL VALVES)AND / ', STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE ` /A116/ MECHANICAL ELECTRICAL & / / _� , CLASSROOM ;a ,•� ` P2.1REDUCING SIZE TO MAKE CONNECTIONS TO PLUMBING ENGINEER EQUIPMENT AND CONTROLS., ,.? ->, Glumac / / , _ I. IN ADDITION TO CODE REQUIRED LOCATIONS, 900 SW PROVIDE CLEANOUTS IN GREASE DRAINAGE PortandFOR 97204ifth Ave., uite 1600 F�:,��;� CLASSROOM - SYSTEMS EVERY 50 FEET. � , ;/"'`E,'` /` J. ALL PLUMBING WORK SHALL BE COORDINATED WITHT(503) 227 52$0 ,� n ,`�-' ,z ` ' CLASSROOM;' : aALL TRADES INVOLVED. OFFSETS IN PIPING AROUNDFOOD SERVICE CONSULTANT j. _, '? AGS o ¢ 0.- , t, `'4- _,, % meq`;:'` , P2,15OBSTRUCTIONS SHALL BE PROVIDED AT NOWebb Foodservice Design � .y, `�` a �4� ADDITIONAL COST TO THE OWNER.• �s 3700 SE Lafayette Ct. �x. a401 °� ; o ', '/ K. REFER TO RISER DIAGRAMS FOR ADDITIONAL Portland, OR 97202 /o ` '. ,a, \ INFORMATION T(503)-236-8566 / CORR / ACOUSTIC & AV CONSULTANT `2 "'etASsRo6n CLASSROOM4. The Greenbusch Group BOYS / . 1900 W. Nickerson St., Suite 201 y� » C SROOM I_ ,_t1 L�6 Seattle,WA 98119 A �� ' T 206-378-0569 MECH 11 CLASSROOM' ' / y, .T�, ry: ,\� \ COST CONSULTANT Construction Focus / e \ '� 740 AlmadenEugene 97402 T 541-686-2031 - /' EXPIRES: 06/30/18 /f. ��D Pf�OfE. _ _ _., ,---— '4,/,' .: - __1111010walw_ f�� 15713 r 1 17 ,: G) �ti0'EGON, O -40ey m.AA DOUBLE HEIGHT SPACE a 05 , P1.12 I — — I NEW CW, HW,AND HWR PIPING TO REFEED EXISTING BUILDING. I ROUTE IN CEILING. , 3/4" HWC DN 1" HWDN \--_ — — — — — — — — 3"CW DN FOR MAIN Allk LEVEL REFER TO P1.12 I+, ii I NEW CW, HW,AND HWR PIPING TO { REFEED EXISTING BUILDING. ROUTE ABOVE BEAMS IN "MAIN ; . STREET". \: l ' 2" CW DN �' 1" HWDN 314"HWCON ' i At REVISIONS DATE FOR LOWER . LEVEL REFER TO P1.11 I V 1 E 1 E2 FOR UPPER a ; LEVEL REFER TO P1.13 ) S2 L___ 30 CHEM STOR d - O (a) :.,:) -• TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH [ _ -, SCHOOL 1 MODERNIZATION r , m . ::: , , . i 1 9000 SW DURHAM RD. TIGARD, OR. 97224 i ' JOB NO: 16992.00 ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area LEGEND PHASE LINE PLUMBING FLOOR 1 , 11-- PLAN UPPER LEVEL co NORTH COMPOSITE N 4/ 1-- UPPER LEVEL - FLOOR PLAN - PLUMBING PROJECT NORTH a. NORTH NORTH SCALE 1132" = 1'-0" '.0 tr._� Et W P1 . 14 1/32" = 1-0" EL ■ ■■■■■■■ 0 32'-0" 64'-0" 96'-0" 128'-0" SHEET NOTES [7SSe I architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland,(503)- 9-R 972190 / \ T(503)-419-2500 / \ \ STRUCTURAL ENGINEER / \ Catena Engineers 1500 NE Irving St., Suite 412 / N Portland, OR 97232 / T(503)-467-4980 MECHANICAL ELECTRICAL & / \ PLUMBING ENGINEER / Glumac 900 SW Fifth Ave., Suite 1600 / Portland, OR 97204 T(503)-227-5280 / \ FOOD SERVICE CONSULTANT / a ( PWebb Foodservice Design Ali / / 2' P2.17 KEYED NOTES 700 SE Lafayette Portland, OR 97202 P2.1$ / / / \ T(503)-236-8566 lg'4 ` 1 ALL EXTERIOR CW, HW, & HWR PIPING SHALL BE AV / / INSULATED AND HEAT TRACED. The ACOUSTIC GroupSULTANT 1900 W. Nickerson St., Suite 201 '- 77- 11 4' Seattle,WA 98119 T 206-378-0569 I _ .— / / COST CONSULTANT nin - - Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 IEXPIRES: 06/30/18 �‘P PRO ,,, si I / —• —.— - .. n .., .. .' �, 1 1 1 P2.17 �� .�. ..- 1 I — -__ __-_ � 5;t414.34-' 4-61 I NACU F`O:16k ti 0 EGO�� m 16 .<` 19. N.I.C. I0 / )4-)/ M.\y�� I = _ . IN 6I 314"M RACU RTU I ( 15 04-6 _' MG � I 1 ,4 L 2.1 ,,j, _ ; I I 1 . I 0 E)ROOF DRAINS 0 REMAIN NEW 3"CW LINE DOWN TO TUNNEL c� TO SUPPLY"EXISTING TO REMAIN" a I I L I FIXTURES WEST OF GRID LINE 14. RECONNECT HW AND HWC TO PIING 1 1 I I P2.27 . _ Ili . IN CEILING. liiir I I i MEIEl I I u I dak 1) I 2" MG I ! ‘: I I I -- E MG I 1 0 I I I II P 1 I I 1 /$\ REVISIONS DATE L11 _T11111 ' 1 ,T , 1 0 F2__:_3_,3 N o CO I 1 i , 0 .. 1 , = 1 „ ..,:_.:-. _ 1 0 I E2 ° L_ 1 ! 1- 4-ir , 1 1 112” HW 1 HWC ' �- _._. � 7 • I TIGARD TUALATIN SCHOOL DISTRICT I M2UA TIGARD HIGH 1 I SCHOOL P2.2, (16 MODERNIZATION 1 0 9 I I 1 I I Ii 9000 SW DURHAM RD. TIGARD, OR.97224 , I JOB NO: 16992.00 Iii. — — — — — — — — — — — I Ii ISSUE DATE: 06/19/2018 1 Jurisdiction Stamp Area aEl LEGEND PHASE LINE PLUMBING ROOF w PLAN COMPOSITE N CO PROJECT NORTH TRUE ' V I— � NORTH ROOF - FLOOR PLAN - PLUMBING �� Ki- 1 2EK 0SCALE: 1/32" = 1'-(}" - LU P115 1132 – 1 -0 LU ■ ■ ■ ■ . II• ■ ■ ■ ■ II• II• 0 32'-0" 64'-0" 96'-0" 128'-0" SHEET NOTESbassett/ I NAN7 A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects CONTRACTOR IN THE FIELD. REPRESENATION ON DRAWINGS IS BASED ON THE BEST INFORMATION \\ \`� /.oAVAILABLE AT THE TIME OF THEIR CREATION. NB ` �N8 1\ B. COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH '97209350 \\ \ \ / DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 C. HORIZONTAL VENT PIPING SHALL BE GRADED TO 3" SD t. UP—\\I3" SD(1,100 SF) DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY. iD. ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE IN \ LINE WHERE PIPE SIZE CHANGES. CIVIL ENGINEER & LANDSCAPE E. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER Cardno ` PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING 6720 SW Macadam Ave Suite 200, SERVES TWO OR MORE FIXTURES. Portland, OR 97219 Q�/ \ F. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, T(503)-419-2500 HAMMER �<V�' \ N 9 ARRESTORS,AND OUNIONS, TRAPS, THER APPURTENANCES/off STRUCTURAL ENGINEER / / REQUIRING ACCESS ARE ACCESSIBLE. Catena Engineers V \ .` \ G. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND 1500 NE Irving St., Suite 412 �v• EASY OPERATION. Portland, OR 97232 1(7 \ / H. ALL VALVES(EXCEPT CONTROL VALVES)AND T(503)-467-4980 / ' STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE 411) MECHANICAL ELECTRICAL & REDUCING SIZE TO MAKE CONNECTIONS TO ND 9:y., / PLUMBING ENGINEER y"--, -. EQUIPMENT AND CONTROLS. `�/ / I. IN ADDITION TO CODE REQUIRED LOCATIONS, Glumac / 900 SW Fifth Ave., Suite 1600 PROVIDE CLEANOUTS IN GREASE DRAINAGE / SYSTEMS EVERY 50 FEET. Portland, OR 97204 o IN__O� J. ALL PLUMBING WORK SHALL BE COORDINATED WITH T(503)-227-5280 / \ / .4* ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND FOOD SERVICE CONSULTANT ♦ OBSTRUCTIONS SHALL BE PROVIDED AT NO Webb Foodservice Design ADDITIONAL COST TOTE OWNER. 3700 SE Lafayette Ct. ' ♦ // \ 3" SD UP 3"SD(1,100 SF) K. REFER TO RISER DIAGRAMS FOR ADDITIONAL Portland, OR 97202 / \ / INFORMATION T(503)-236-8566 -' IN 111 /'/ / ACOUSTIC &AV CONSULTANT The Greenbusch Group / 4" SS --../ / /: \ 1900W. Nickerson 5t., Suite 201 / // �\ Seattle,WA 98119 - / T 206-378-0569 .-- / ,• , ., 1 . \/ . / ::\ IN 13) COST CONSULTANT 4" SS UP TO FCO / �-�� \.______..../\.______..../ Construction Focus . ; A / 740 Almaden St. / i� / � / Eugene, OR 97402 j / T 541-686-2031 / / / / /CA - - — I - - / - T - — — ..,,,,., / — f ., -4, 7.---„,...„..., ( , _, • 2 , / \" / 4 / / Y ,, . // „ ,,,,,,1 ,., / ,,,., , _, ,' , .. ., , / .,,, ,,/ r--T-H , . . / ,, @_1_,-k _07/__ J,_ ._ / 0 -- . , , , , ../„. / - _i _. 4" SS UP TO FCO / �/ I / / / „, \ ( X / ,/ / / I / / , / ,, _I / ''' / - ;</ / / / I /. I \ 2" SS UP W/WCO - ---/\ --. ' ' / ,i : ' / / 1 ''''.4., ;1 - / / 1 :0 L - # r / / \ 111/ / ' '' ' i •i A ;7--- ---r._:- i''' l' / 411) L / / lil / : � v / / I i / 1.1 i : ! ho: l \ i : I I 1 /T I,; II1 / I _ I / 2 BP2 ADD#2 04/18/18 / 1 BP2 ADD#1 04/04/18 I / \ / �... I I f i I N 1 n oW / t \ REVISIONS DATE ilii / • /''''' Itf__,_, 61 � ,• iN o / 1' , , S1 E1 I E2 - I / / S2 i 1 • 1 _ 1I TIGARD TUALATIN SCHOOL DISTRICT I ' @___ -- I 4"SS UP TO FCO _ [44.1 I_sit_i TIGARD HIGH I SCHOOL �1% SLOPE I ! 4" SO 4 SC MODERNIZATION 1 .. 2" SS UP TO FS 4" SS UP TO FC 4" SS UP TO FC0---/ J 1 11/2"VUP ! a O I - 2" SS UP I III 9000 SW DURHAM RD. TIGARD, OR. 97224 cc cl_ 4-11 ` J - —__� -.__� _. - _. —. _. - -- _ 0 JOB NO: 16992.00 Z ISSUE DATE: 06/19/2018 L I I 3" SS UP ! LLI U.1 UP TO TP Jurisdiction Stamp Area di z c) 2"SSUP(TYP4} 4" SS UP(TYP 2) OC _ W 6 I C • w 1 4" SS UP ! CC I ri 4" SD 4" SS UP(TYP 6) -==== „ 3" SS UP LEGEND CC 4 SS UP TO FCO O I ' ? PHASE LINE u„� .�- 2" SS UP - - _ - - _ PLUMBING R MATCHLINE: SEE 2 / P2.21 MATCHLINE: SEE 2 / P2.31 �' UNDERGROUND — 'MI lialli imi . b 1 ° -- - , o , 4/ n AREA N1 4 I PROJECT NORTH / TRUE /L NORTH 2 gr w P2 . 11 118" = 1'-0" UNDERGROUND - FLOOR PLAN - PLUMBING— AREA NI 10 UNDERGROUND 1/8" = 1'-0" 0 8'-0" 16'-0" 24' 0" 32' 0" NB NA SHEET NOTES,,,, .., i i., asset , '� � N3 A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects CONTRACTOR IN THE FIELD. REPRESENATION ON ;' ,, DRAWINGS IS BASED ON THE BEST INFORMATION �., \ AVAILABLE AT THE TIME OF THEIR CREATION. \ ,' B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 / DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 C. HORIZONTAL VENT PIPING SHALL BE GRADED TO . 7 ,,� \ DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY. / D. ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE IN j/ \ \�`� N. / LINE WHERE PIPE SIZE CHANGES. CIVIL ENGINEER & LANDSCAPE �= \ E. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER Cardno NC / �� PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING 6720 SW Macadam Ave Suite 200, \ N4 SERVES TWO OR MORE FIXTURES. Portland, OR 97219 F. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, T(503)-419-2500 ,\ ' 'i ,;/ // -N. _ . UNIONS, TRAPS, FLANGES,WATER HAMMER N. / \ \ % ARRESTORS,AND OTHER APPURTENANCES STRUCTURAL ENGINEER , / / REQUIRING ACCESS ARE ACCESSIBLE. Catena Engineers 4$ �� G. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND 1500 NE Irving St., Suite 412 / ;" EASY OPERATION. Portland, OR 97232 ND \` �// H. ALL VALVES(EXCEPT CONTROL VALVES)AND T(503)-467-4980 / y �" STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE '. // • -`\,� \ / MECHANICAL ELECTRICAL & `:7, ' / , REDUCING SIZE TO MAKE CONNECTIONS TO PLUMBING ENGINEER �` / \ � \ EQUIPMENT AND CONTROLS. Glumac 4\ N5 I. IN ADDITION TO CODE REQUIRED LOCATIONS, ,J / PROVIDE CLEANOUTS IN GREASE DRAINAGE 900 SW Fifth Ave., Suite 1600 `� / ,c / \ C SYSTEMS EVERY 50 FEET. Portland, OR 97204 T(503)-227-5280 \ N. `\,;, � J. ALL PLUMBING WORK SHALL BE COORDINATED WITH \ / ' ALL TRADES INVOLVED.OFFSETS IN PIPING AROUND FOOD SERVICE CONSULTANT - N2 OBSTRUCTIONS SHALL BE PROVIDED AT NO Webb Foodservice Design \ '-:1 At \. _ ADDITIONAL COST TO THE OWNER. 3700 SE Lafayette Ct. ' / K. REFER TO RISER DIAGRAMS FOR ADDITIONAL Portland, OR 97202 /` %/ \ 4" SS UP TO FCO � \ `�` INFORMATION 7(503)-236-8566 v�� / �� / ACOUSTIC & AV CONSULTANT 3" SD UP 3" SD(1,100 SF) The Greenbusch Group -� \ / - ... \\ 1900 W. Nickerson St., Suite 201 ".,.. Seattle,WA 98119 N E / \ / \\ T 206-378-0569 \ zi / / � d / \ �. �� v �N6 COST CONSULTANT /} 4" SS UP TO FCO ---_, / N Construction Focus / \ ' ' -. / 740 Almaden St. 7"---/• \ /f �` / �� Eugene, OR 97402 / /' \`�- / T 541-686-2031 / •'; ' / / ; 7 2 5S UP TO FD / / • --..-- N / , �% 4" 5S UP �� v ; / • . /v N7 � � 2"VUP � iv--...„/ v., 7" UP TO TP • .c/ ->.-. .''''N'-- �� \ 2" SS UP / 4" SS UP ! \ UP TO TP .r\ \ �� ` / / �;' 2 SS UP ,. 4" T Y • \ \' /\ ./ o` 4" SS UP TO FCO •.\. / \ \�N. ` / SS UP 0 C 2" SS UP b / > " 1 4" SS UP TO FCO - / \ `�• / r � "SS I.E. 188.32' `` ./-- 4" \ \ \ — _ ak ti, \,.,, SS UP \ \. • 4" SS(TYP 4) \ �\ 4" SD 5145 SF 2"V UP " � `\ ( ) y / 2 SS UP TO FD(TYP 4) P4.02 , / u \ 6" SS UP2" SS(TYP 2) / , , 4414441411w 11‘irt. ip. , / C-, ' / _ ° 2" SSU• / \\ j* ,• 4"SS UP Q� UP TO TP 3" SS UP 4" SS UP TO FCO - - - - - _ 6" FUP 2" SS UP TO FD(TYP2) - -- / �<v' " 6" F 6" F UP 4 SS UP ,�c, _-_ ---- _...._ _ 6" F TO FDC �' Ill ,/ ., - 2" SS UP 4" SS UP -N -.,/, I / f �� \. / 2" PD N ••• (ESP) -.„ ., 4"SS UP TO YC• 4 . ! 3" CW UP 1 4" SS _ ::,:: ( P 2)ROUTING EXTERIOR OF BUILDING IS CIVIL • 4" SO 3• �" SO 4" rUP / • SCOPE. SHOWN HERE FOR GENERAL (3Sci\QP- / ROUTING AND COORDIANTION. I " ` _ 2 V UP / 2 BP2 ADD#2 04/18/18 _•,,-.2- 4" SS I.E. 189.96' ---\\// �/ . I o �,� 4" SS UP / / / 1 BP2 ADD#1 04/04/18 © ( �2°/a SLOPE " 4" GW UP TO FS \ Cit • „„ i � Q � ` 4GW s ; \ / /i,P4.01REVISIONS DATE 4” SS UP TO YC• 1 . T / 4" GW UP TO FCO %� -� 4" GW UP TO FLOOR TROUGH /74" GW UP TO FS / N I 4WUPTOFCO\)\ GW UP( GI ) i_aiN1 i 4" GW UP TO FCO n I E/ z , ,0" \ 11.2"vP , S1 E1 / \� 4" GW UP TO FSJ' �: E2 // I Q .. 2"GW UP \ 1_4 , .,,______"tr., ..__.__ ._ . CA ' 2" VUP I i f S2 L �. I _R�. , { 4" GW UP TO FS 4., GW UP TO F5I ! il 5 .____L--, ' 3 SD UP 4" GW UP TO FS} = _ : • • TIGARD TUALATIN SCHOOL DISTRICT 2"GW UP i rI TIGARD HIGH 3" SD(1,370 SF) 1 ' CB UPTOTf —1 - SCHOOL , . \ ,_ 1 4" GW UPTOFO i '1111// �`� MODERNIZATION 4" SS UP TO FS \, \\, 1\ II - ii-- I 4GW UP TO FS Z ' \-'------------: ! .. I 9000 SW DURHAM RD. 0 " GW UP LLI TIGARD, OR. 97224 2 N. I \ JOB NO: 16992.00 1 „__ 4” GW UP TO FS Z ISSUE DATE: 06/19/2018 1\ IA Jurisdiction Stamp Area MI ;� 2"GW UP LL C-.- C - - - _- ' W i : . ! ~---- -----_ =_ _. - - - , _ - r. -. _ --'' , _ - . 4" GW UP TO FS CC -NNI li l ' LEGEND16 /ii 4" GW UP TO FS I PHASE LINE LL PLUMBING i MATCHUNE: SEE 2I P2.21 \\*417.• im. mi.m• ... 4. . il I- UNDERGROUND — 4"GW UP TO WCO W co AREA N2 N PROJECT NORTH TRUE N - NORTH UNDERGROUND - FLOOR PLAN - PLUMBING- AREA N2 - - P2 . 12 0SCALE: 118"= 1'-0" w 118" = 1'-0" ••�.e mi No ■ t_ EN min o 8'-0" 16'-0" 24'-0" 32'-0" LEGEND SHEET NOTES PHASE LINE A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY CONTRACTOR IN THE FIELD. REPRESENATION ON DRAWINGS IS BASED ON THE BEST INFORMATION NB AVAILABLE AT THE TIME OF THEIR CREATION. B. CONTRACTOR IS RESPONSIBLE FOR ALL - bassettil COORDINATION INCLUDING TEMPORARY SERVICES DURING CONSTRUCTION. architects C. HORIZONTAL VENT PIPING SHALL BE GRADED TOC DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY. :,,,,,,,, , \D. ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE INLINE WHERE PIPE SIZE CHANGES. WH-1 3"SD DN 721 NW 9TH Ave, Suite 350 E. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER . /; 4� DSC-1 \ Portland, Oregon 97209 PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING T (206) 340 9500 F (206) 340 9519 SERVES TWO OR MORE FIXTURES. " �� OFFICE \ilifi \F. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, 3/4 CW / \ �` N4UNIONS, TRAPS, FLANGES,WATER HAMMER +��' ��` a. 8ARRESTORS,AND OTHER APPURTENANCES „ Q / CIVIL ENGINEER & LANDSCAPE REQUIRING ACCESS ARE ACCESSIBLE. / Cardno G. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND �� /� \ O 6720 SW Macadam Ave Suite 200, EASY OPERATION. NC �/ �� \� Portland, OR 97219 H. ALL VALVES(EXCEPT CONTROL VALVES)AND _� PRINCIPAL. \ T(503)-419-2500 STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE w/ A,03 REDUCING SIZE TO MAKE CONNECTIONS TO hV \,,, `moi STRUCTURAL ENGINEER EQUIPMENT AND CONTROLS. �� !. \ \ �`; Catena Engineers I. IN ADDITION TO CODE REQUIRED LOCATIONS, '\ %' ,N, '\0 1500 NE Irving St, Suite 412 PROVIDE CLEANOUTS IN GREASE DRAINAGE / TPortland,(503)-467-4980R 97232 SYSTEMS EVERY 50 FEET. (ND \ J. ALL PLUMBING WORK SHALL BE COORDINATED WITH \ i p1 / '''.....4. N9 �� i \ \ ALL TRADES INVOLVED.OFFSETS IN PIPING AROUND 314”CW/ a102 \ �\ \ MECHANICAL ELECTRICAL & OBSTRUCTIONS SHALL BE PROVIDED AT NO PLUMBING ENGINEER ADDITIONAL COST TO THE OWNER. i 1,...,,i4,7:"1,Ni'-31'....s:s::):,'N--- „:,,.''', \ Glumac K. REFER TO RISER DIAGRAMS FOR ADDITIONAL ,\' / \ Po SW Frith Ave., Suite 1600 INFORMATION ` / \ / \ / IPortland, OR 97204 - � ' / , `/- `� T(503)-227-5280 ♦ / / :'..J, / \- D �. FOOD SERVICE CONSULTANT ,:rii, / c '' '-� Webb Foodservice Design / / \, / \� ,\ 3700 SE Lafayette Ct. � \v�� / • \ / Portland, OR 97202 / / / \ V " / T(503)-236-8566 RECEPTION� ATIENOMYCE A TI AVC N LTANT / I !: I n,00 1 \'\ COUS C & 0 SUNE / \ , O / The Greenbusch Group / \ i ,J N-- 1900 W. Nickerson St., Suite 201 ' / �` !N Seattle,WA 98119 / �x , 4 4 F � ` \ T 206 378-0569 CO\ � �;, COST CONSULTANT / 7�. ca Construction Focus A� y �� 740 Almaden StA - • 02 - — – Eugene, OR 97 - amwwe %/ \ � ii T 541-686-20314 �w,aanl /; ��A jr A\ _ —., - [WIRY VEST. � : , , , f.,tavoi- / // V � EXPIRES: 06/30/18 ( / NINA -, :, , /./ i NA M�D PROF 3" SD DN I N i-"*--,,\,b: / — i , . . , imw, - , , , -. ; // 8 ?%/1 (/‘/,-: 4, _ . - ., / , @B) C – - O/ /' • \ p / v �' �' f ° y0'EGON\ Vo QnOG9� h 19, � �- ._ _ \ , \ ih / ') 4"4" FCO I _ _._.- ._ __ \ , E FT y / , it/ \.,24 4/ 1 • 9 / ,_• ., //, ,,r)// //,/. I iI A , ii iffihr- r . :, ' , ,,., / / - i ' ii_ r_ 0 _ _ ; oCCJ — _. - — 1 il _ 11 ® I 3" SD I / DSC-1 i / ".:5 _ ... _ I i SPILL TO PLANTERWH-1 E1 , COUNSELCJG �.. I f" COMMONS / I E,O, I : _ a-I _,.3dr.� z...... I-tIW105I / _---11L:...iii 'IMMO .. 0� 0O 0O .EEEEEEE/ 0M 0' — ? :I ' I I i \k I i / yI . I/ I e 1 ETNA .- 3" SD DN l 1 ,' i DSC-1 I' I / c 2 BP2 ADD#2 04/18/18 I I I I '" i'�'' I li 1 BP2 ADD#104/04/18 @l--1 – v -,. f / At ' I / I I� REVISIONS DATE 110 Ii u / [,'. 1 .., FLEX OFFICE I F_......, Ar___r__________ 0 _..L..__._....__ _......_ F 1 X,09 1 N . I i Ij 1 1 , � 1 ELEC l rr-- �._ r. - 1W,W r ' i-- _ C S1 El //�J t Y; E1W81 OFFlCE E2 I I 11 E,02 1 • OFFifF I # IHI S` i ISTOR' w,ou ' IR J I I OFFICE I OFFICE a� _.-_.LAY f E107 I I I E,00 I j I C E @.- E I _ _.. — — - – - I - — _ — — I� T T IGARD TUALATIN SCHOOL DISTRICT _._— I 1 4"4" FCO ' — 11/2"V DN 2'FS-1 lI I E,2, 1"IGIARD HIGH 3" Sri DSC 1 — 4"4"FCOr, ,' 4 4"4"FCO 1 1 i SPILL TO PLANTER I ""°` I A SCHooL 1 OF FIL'e 7 1/2" CW TO(E)DRINKING - I I Hod F, I FOUNTAIN I E ' ; MODERNIZATION .,„,,, I-- - - _ , v , . 1 :::'' ' -; firlo �1__ _____ __ _____ .... . ____ ._ u i ' Al , . , i, I I I I • 9000 SW DURHAM RD. ' coI ffff 1 TIGARD, OR.97224 1.4103 a 3" S I I - I -- I JOB N0: 16992.00 DSC 1 - i ISSUE DATE: 06/19/2018 SPILL TO PLANTER I I � ;•� Al � � ;i �� '' i ' Jurisdiction StampArea CF I - -- CF - --- 1 - _ --- — - 4 1- : , V I _ LvJ E_. '' '7- i P6.02 I I I I , V I I CI I �� MATCHLINE: SEE 1 1 P2.25 MATCHLINE: SEE 1 1 P2.32 WH-1 .'.— w1 — s — 0i — I rrlr - �rrr r Mrr� - - 0' - 0� - - i - i wEEEEEE� - - ...�.- .� 112"CW I ` I II , I _ 1,ZNHW ! , PLUMBING MAIN 1 314 HWC I l ! 1 112" W LEVEL - AREA N1 ENTRY I I 1 ' CO C4 G5 ,_i---- + C81 1440 N _/V 1- PROJECT NORTH 4111.. TRUE NORTH f4) 2 VP c 118" = 1'_O" w P2 " 13 2 FLOOR PLAN - PLUMBING- AREA N1 WEST MAIN FLOOR - FLOOR PLAN - PLUMBING- AREA N1 ■ ■ ■ ■ •• m . . . . m m ... SCALE: 118"= 1'-0" SCALE: • 118" = 1'-0'" T 0 a'-o" 1s'-a" 24'-a° 3z'-o" I II NA N 1� \/ SHEET NOTES bassetti NB / A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects CONTRACTOR PRSENN - 41 .. . \ DRAWINGS CTfS BI ON THEFIELD. REBESTEINFORMATION ATIOON \ AVAILABLE AT THE TIME OF THEIR CREATION. , ,t/'''' ' '' '� B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 \,,-\ DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 ii \ 4" C. HORIZONTAL VENT PIPING SHALL BE GRADED TO '', - DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY. D. ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE IN N3 LINE WHERE PIPE SIZE CHANGES. CIVIL ENGINEER & LANDSCAPE E. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER Cardno \ \ PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING 6720 SW Macadam Ave Suite 200, / � trte.. � / / SERVES TWO OR MORE FIXTURES. Portland, OR 97219 F. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, / / / t.. , % . T(503)-419-2500 '/ UNIONS, TRAPS, FLANGES,WATER HAMMER elf ®__9) - / / ` ARRESTORS, AND OTHER APPURTENANCES STRUCTURAL ENGINEER \' / \ , / REQUIRING ACCESS ARE ACCESSIBLE. Catena Engineers / �� .---... N .,\� \ G. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND 1500 NE Irving St., Suite 412 / � EASY OPERATION. Portland, OR 97232 /14....N,'�/ \ H. ALL VALVES(EXCEPT CONTROL VALVES)AND T(503)-467-4980 \\ f \ ;'►1 -- N4 STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE ,� , � ,/� MECHANICAL ELECTRICAL & N D / \ /: / \ \ EQUIPMENTREDING SIZE AND COMAKE ONTROLONNECTIONS TO PLUMBING ENGINEER -, S. V\ I. IN ADDITION TO CODE REQUIRED LOCATIONS, Glumac '\ \N. / PROVIDE CLEANOUTS IN GREASE DRAINAGE 900 SW Fifth Ave., Suite 1600 \ Portland, OR 97204 f. <: e ;././.,., /�- SYSTEMS EVERY 50 FEET. T(503)-227-5280 J. ALL PLUMBING WORK SHALL BE COORDINATED WITH /',/) � � . � IN ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND FOOD SERVICE CONSULTANT y w � VEST \ I MID \ / - OBSTRUCTIONS SHALL BE PROVIDED AT NO Webb Foodservice Design \� I ADDITIONAL COST TO THE OWNER. 3700 SE Lafayette Ct. / \ / / K. REFER TO RISER DIAGRAMS FOR ADDITIONAL Portland. OR 97202 N2 INFORMATION T(503)-236-8566 '�, '---�\ / ACOUSTIC & AV CONSULTANT / / '' ,f'/ � �z \ �\ ,� /// The Greenbusch Group \ 4"4" FCO CLASSROOM / .."` 1900 W. Nickerson St., Suite 201 \ I "'°6 I ,� s � // Seattle,WA 3" SD DN—\ 206-378-0569 119 NE / '""-1 ,- 7DSC-1 \y �\ i;'�' \ �r �'•. �\ COST CONSULTANT �1 / / - • Construction Focus ///' '\- . , �\, / i/ 740 Almaden St. fri \ N 6 EugeneOR 97402 ;�J • %% / r 4"4" FCO / / / ' /7 1 112" OW �\ ,r' % �I ROOM EXPIRES: 06/30/18 / /7 314" HW •- \ , •� N,W / '''s----...,,,,:.--_,._� �t`�‘� PRO fJ'MEEnNc /" I Nara I ` -1�� ♦ \ 1 112"CW `�. `/ oFFtcE - / \S �G 1 N to o �: .. \\ 314" HW \ Alp 1571 3 / \ ` • ir.„, n / BK RMI WORK / . / ;� � , 314 HWC A,OB N7 OFFICE TP-1�* �• -'. f N,976 , �• IOF 2 \ /f \ ,, - y 0 EGON O \ WC-2 Q °L �� w / \ � OFFK:E � ,�/ , / I N,08 I / P6.02 � � � � / 14). /` � 1 9 \ n '' '' .‘......,, \, \ rN,07C1 '� �\ • M. .., ,, \ / i , „ \ ` EEEc \ 0 TEACHING KITCHE L+ � , ! �I,pg I %- \ CI:y -.-„, � PET 2 / f.�� ► \i" 2 CP TaEEr D ,' \ \ \ 6 4"YCO \ ;:, 2 4"4" FCO N115 1 +�^ / cr_�, \\ / CORR �'/ ��\ ,- , < ilf ELECDOER E•.' / i_1iLLi N109 i I N119C I �� " �� ''•�} / 4" SD DN � MV-2 4 FS 1 ;\ Fo ,/ , DSC-1 /� \ N ��® ® . .� TP-1 / / MAIL / -�� ``\ J I Fi - A,09 FIRE SPRINKLER ` HD-1 \ / OILEr // ' VALVE ASSEMBLIES \ PRRR PRV-2-CWa /// ' N119 / 4/6 i . . . �; N„� PRV-2-CWb / \ / 314 CIN 0 - / .,n- i i / / � \ 1 BOOKK• EEPER \ k0FI . ----- .., ./7 '' / 49,4c ,, /trZ \. , , ,, // HH , /�► / \ // / 4 4”4" FCO / c. 6" F DN ..�, 2" SS UP O `\ w" \Z'r� Y Y /ki 6 F TO FDC CUSTODIAL � I I '�i j \\ GIRLS N113 ' \` \ ' \ NH2 ; I )3"CW , ` Fo / I 2 1/2"2"GW ^\'Co ELEVATOR MACHINE ROOM ``. I N114 1 / 1/2" HW / \ _ 1 WC I I r ` PIPING SHOWN HERE IS FROM 314'C 3" CW DN 13x114" MG I \� \,. RESTROOM ABOVE. SEE ENLARGED- \. t PLAN FOR N111/112 PIPING. / 44"YCO ► mm 2 BP2 ADD#2 04/18/18 4 / . '� , r � N. 1 BP2 ADD#1 04/04/18 • co -� TOILE, ' - .. I - I DRY STORAGE _ /� OFFICE W,OSE - �f, A �W o�_ I „..." ..., / /#\ REVISIONS DATE 4"YCO T 0 0 0 • I �.:`� T & FREEZER / J \� �' iW100Gi ' ' / / / s/fir. r.,. / N WH-1 I 1EPOI / GI1 . i , I ,! i N1,-,1 - - : / S1 El gr-17—.._ .,, - , 1,_ E 6" S : 1 / DSC 'I �' I L T PLANTER = , , , / � �ih .0. S2 L SPL D - I 3 , ► � / 2 VUP&D -1----- �� r Il -� TIGARD TUALATIN SCHOOL DISTRICT-� 1 imil , 3"SDDN = I-I TIGARDHLGH \ / DSC-1 I . . . , . .. .. .. . .. . _ ._ . ... . .. . 1 . SCHOOL I. "i MODERNIZATION....... .. .. ... . - Io- I �r II 9000 SW DURHAM RD. ® TIGARD, OR. 97224 -fY JOB NO: 16992.00 SERVING IL"'oa" ISSUE DATE: 06/1912018 '` I 1 I Jurisdiction Stamp Area I`Ili- I I i ® I CC _ 1.1 LEGEND . , .. ._ ,- n I 1 _ _ - . __ . I I PHASE LINE PLUMBING MAIN I 1- LEVEL - AREA N2 r , H W MATCHLINE: SEE 1 ri P2.2 `' ,._.._I u) ... ... I M* - i 11 1.1. iiiiiiM M _ ! M OM MO M M� S7.... dm ...1 N 1- I PROJECT NORTH TRUE — NORTH 0 CC MAIN FLOOR - FLOOR PLAN - PLUMBING- AREA N2 �\ @__ „ w P2 . 14 I ('0SCALE: 1/8" = 1'-0" 118 = 1'-0CL ■..•_ - 0 8'- 0" 16'-0" 24'-0" 32'-0" 1 N1y NA ;' / NB / SHEET NOTES bassetti \� A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects -..$,,, CONTRACTOR IN THE FIELD. REPRESENATION ON \ DRAWINGS IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF THEIR CREATION. B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 i-. \ COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 �\ N3 DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 C. HORIZONTAL VENT PIPING SHALL BE GRADED TO / ' - \ / DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY. 141t o \ / D. LINE WHERE SEWER PI=SIZE CHANGES.ETOPS OF PIPE IN CIVIL ENGINEER & LANDSCAPE \, -,, .,,.N... � \ E. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER \ no 6720 SW PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING 6720 SW Macadam Ave Suite 200, a ~\ ` SERVES TWO OR MORE FIXTURES. Portland, OR 97219 I ; F. INSTALLPIPINGSOTHATALL VALVESSTRAINERST(503)-4192500 1 ff fiN f+ / UNIONS, TRAPS, FLANGES, WATERHAMMER ARRESTORSAND OTHER APPURTENANCES STRUCTURAL ENGINEER REQUIRING ACCESSARE ACCESSIBLE. Catena Engineers � \ \ G. ALL VALVESSHALLBEADJUSTEDFORSMOOTHAND 1500NEIrvingSt., Suite412 � N4 EASY OPERATION. T rtland, OR{503)-467-498032 H. ALL VALVES(EXCEPT CONTROL VALVES)AND- : itiSt ,,, STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE MECHANICAL ELCTRCAL &�ROOM \ . REDUCING SIZE TO MAKE CONNECTIONS TO INEE:// umac 7 � I. IN ADDITION TO CODE REQUIRED LOCATIONS,PROVIDE CLEANOUTS IN GREASE DRAINAGE SW ifth cite 1600 SYSTEMS EVERY 517 FEET. T(503)-227-5280 ssisp J. ALLPLUMBING WORKSHALLBECOORDINATED WITH .2 \ / ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND FOOD SERVICE CONSULTANT �� OBSTRUCTIONS SHALL BE PROVIDED AT NO Webb Foodservice Design \ \, / N5//N%, rJ' ADDITIONAL COST TO THE OWNER. 3700 SE Lafayette Ct. g \ , \ K. REFER TO RISER DIAGRAMS FOR ADDITIONAL Portland, OR 97202 A / INFORMATION T(503)-236-8566 / "' ' Pr ACOUSTIC & AV CONSULTANT ii / , � -, ,�� CLASSROOM �' / ; �`� The Greenbusch Group �� / 1900 W. Nickerson St., Suite 201 \\ N206 / Seattle,WA 98119 L , �` „ -,:',1::., T 206-378-0569 NE 4 / \ �` � COST CONSULTANT ` CLASSROOM / / Construction Focus ://,,,, �� 740 Almaden St. N209 I ,7/ / . / �- �� Eugene, OR 97402 �� `�,�� T 541-686-2031 _` � N6 CLASSROOM \ _. / . 1 -'- -..7,1,,. ...,..,,,, � / A_ DPIRES: 06/30/18 / % ,.. 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TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: 06/19/2018 • Jurisdiction Stamp Area LEGEND PHASE LINE PLUMBING UPPER LU LEVEL - AREA N2 PROJECT NORTH N TRUE /V ~ 2 UPPER LEVEL - FLOOR PLAN - PLUMBING- AREA N2 NORTH ,� 118” = 1'-0" vb OC 0III SCALE: 118"= 1'-0" LLIa ■ ■ ■ ■ P2 . 16 ■ ■ ■ ■ .. . 0 8'-0" 16'-0" 24'-0" 32'-0" 0 • � LEGEND III ` asse ,,..... PHASE LINE ;% architects .:-„,./; N8 / \ 721 NW 9TH Ave, Suite 350 / - . -,\� Portland, Oregon 97209 ., / T (206) 340 9500 F (206) 340 9519 / \ -\.. 980 SF / \Q CIVIL ENGINEER & LANDSCAPE t\ Cardno \ , 6720 SW Macadam Ave Suite 200, . \ \, �.. N 9 Portland, OR T(503)-419-250019 /�VZ \� - STRUCTURAL ENGINEER NC . / \ \\ Catena Engineers \.;_ \ / 1500 NE Irving St., Suite 412 \ \ T.\ / -:, Portland, OR 97232 / \ T(503)-467-4980 \ \ \ `; �-� MECHANICAL ELECTRICAL & I \ \ IN•�O� PLUMBING ENGINEER Giumac • ' `` \ 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 ` ` \\N j \/ --, `' T(503)-227-5280 / / ; 7/ \ \w / �1 FOOD SERVICE CONSULTANT / ,\ IN.� .� Webb Foodservice Design \ \ 1,200 SF 3700 SE Lafayette Ct. / / \ / Portland, OR 97202 \ • T(503)-236-8566 NE / �,-D�\ ACOUSTIC &AV CONSULTANT / �� The Greenbusch Group \ / \ \ '"7--.. \ `' 1900 W. Nickerson St., Suite 201 \ / / \ ' T, 6 Seattle WA 98119 / .. / \\ / / �., \ T 206-378-0569 �' griT on Focus . _ . if---,,,, / / \ \ 740 Almaden St. . CA — — — ` — — — — \T \ / Eugene, OR 97402 ` / \ ! / / ; T 541-686-2031 / \ / \a / // `-., \ / EXPIRES: 06/30/18 \/ / \\ /....4\).31- 4�G fF 15713 1370 S r \ 'N'\- CB ! Iw dr-- • [� (� \ \\ \ ,, \, y0 EGON� ,z:, CB CB 1 / / Q L 9 V \ //, /`--..,--..,..<,.. K / , �\�� I / . ./., , ,, • , , , :_ ARCHITECTURAL ) / r \ \ SCUPPER/ROOF DRAIN TO I / I \� / /-•,,,,. LOWER ROOF(TYP) �. I/ I / ,y. / o / A„ y -- // / ../. ! 1 / 11-1 I ----.-- / / ...,.,:„.., // - � / / �; � 11 1 � 11-11. ll � CC _ ' !-- - , - - - _ _ _ _ - - - I�. \ - _ ■SIU I- - —_ CC / / / l , / 1 113 \ � r I h / / ii ' 1 i . / 925 SF / .i.m.i / / ..m•., ... .4. — IIII I . I / CM T \ RTU � I --- --- ---- — --I i— -- - i ° \ \ ll I ,� ' I - i I \ I / I 1 . \ 1 . j I ' t/ - I Li_i .,__lii / — - t 12700 SFl. 1 \'.\ I I I r \ a / • I \ I / I — \ CD \ _ - - - - - - - ' __ - if �I . — jl i - C ) - — i 1 114 MO s 1 1/4 MO / - - ` �--� ~ � # REVISIONS DATE • I11 � - � H II _.._._ ._, NNI I I ! / Ill 1 n SI El�- , I • E2 j — I _ S2 I._. (13,985 SF) I - II I ( ;--T -3 I I CE CE -- - _ _ _ a _ _ _ _ _ - _ ' ,1 - - -t - TIGARD TUALATIN SCHOOL DISTRICT I /ITh a TIGARD HIGH 1 . I 11I , I • - --- -_- — .._ __ SCHOOL 1650 SF , h\__.. \ MODERNIZATION I I I if1 i I � . I.:.. . I 1 ,.• • 9000 SW DURHAM RD. l I I I , [ I TIGARD,OR. 97224 " I 1 ' 1 / —--— `\ �` C, JOB NO: 16992.00 i ISSUE DATE: 06/19/2018 I / \ � . . _� — 970 SF �� \ �- — — — I 1 — I i J 1_! _1.._ — 1— :0— \ — Jurisdiction Stamp Area CF CF / , I� - —, 1 \ \� I ! [..._1 r � 1 . u I 1 TR 3"VTR ! I i • h—t... 1 I i.i — __ , ! I 1 1 \ ,/ • 1 OP .' , ..' ' ' , , ,' Z 1 0 ISI . MATCHLINE: SEE 1 1 P2.27 .� i I — Q — — — — — G ! W aiw 1� ,— MATCHLINE: SEE 1 1 P2.33 • PLUMBING ROOF '-\\ 3"MG Iw PLAN - AREA N 1 Cn N PROJECT NORTH TRUE ' C 1 C4 41) C6 C7 C8 14 13 (1-2 .; NORTH pl2 ct w P2 . 17 ROOF - FLOOR PLAN - PLUMBING- AREA N1 WEST ROOF - FLOOR PLAN - PLUMBING- AREA N1 • in1/$'mm1.-°�� CL SCALE: 1/8" — 1'-0" SCALE: 1/8"-= 1'-0" . . . 0 8'- 0" 16'-0" 24'-0" 32'-0" NA N1 --..,, / b 1iTh �� a sett? NB as architects \ 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 \ T (206) 340 9500 F (206) 340 9519 - \ CIVIL ENGINEER & LANDSCAPE @ . \ Cardno ---., / N4 6720 SW Macadam Ave Suite 200, \ / Portland, OR 97219 \ T(503)4192500 ENIC � / % \ STRUCTURAL ENGINEER / �, Catena Engineers / 1500 NE Irving St., Suite 412 \ Portland, OR 97232 T(503)-467-4980 % /\ �\ MECHANICAL ELECTRICAL & N / PLUMBING ENGINEER \ / Glumac 900 SW Fifth Ave., Suite 1600 N 5 Portland, OR 97204 \ T(503)-227-5280 \, \\ ;� i- FOOD SERVICE CONSULTANT `\ / N2 Webb Foodservice Design \.. \ } 3700 SE Lafayette Ct. Portland, OR 97202 - �\ ' . . / T(503) 236-8566 i �. j �\ \ ACOUSTIC &AV CONSULTANT `�� ' ;� / The Greenbusch Group \ 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 N E \-, - T 206-378-0569 /, `� ` N6 COST CONSULTANT \- Construction Focus ——_` 740 Almaden St. / Eugene, OR 97402 \ N. (660 SF) / T 541-686-2031 i �� i \ \ [ 2VTR" \ EXPIR D: 030/18 I (N7 (4,,,. t N FE�si I f \\\ ` iz �' 15713I. � 0 - � J -- • \\ �/ .-..7 \ �O troy ,9EGON��. p • / 144-sy m.\0 • 5,145 SF / / -� / \ / r 4" VTR 1 / ! 4 1 '- /42.).i � �� % /..--.41:1 i /�� `\ i' -'-::"--, ,, / - C..... glik % 44%.4/ / =� / REVISIONS DATE �, / N \ / fN1 . ARCHITECTURAL / \� S 1 E 1 SCUPPER/ROOF DRAIN TO / \ \ ` S2 1 E2 / __ „, „, LOWER ROOF(TYP) � RTU ' ,. f (21,650 SF) — ----- -.I-\ r / ',., rh - _ . . T I ARD TUALATIN SCHOOLDISTRICT . I TIGARD HIGH 1374 S \\ j SCHOOL •I MODERNIZATION �\ I01 \— 1 114" MG DNI \ I • -. 9000 SW DURHAM RD. TIGARD, OR. 97224 i . JOB NO: 16992.00 MUA ISSUE DATE: 06/19/2018 1 iJurisdiction Stamp Area .l. , ,. , t 'II , ..,'... - • , • I I i LEGEND i PHASE LINE PLUMBING ROOF - 1 - PLAN - AREA N2 MATCHLINE: SEE 1 5 P2.2 w ' V PROJECT NORTH \ TRUE 1 C�� /C� �� NORTH ROOF - FLOOR PLAN - PLUMBING- AREA N2 - w P2 . 18 0SCALE: 118" = 1'-0" ■ ■ ■ ■ NM N ■ IN ■ ■ _ = o 8'-0" 16'- 0" 24'-0" 32'- 0" SHEET NOTES bassetti A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects CONTRACTOR IN THE FIELD. REPRESENATION ON DRAWINGS IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF THEIR CREATION. B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 _ _ C. HORIZONTAL VENT PIPING SHALL BE GRADED TO S- 533 S 2 �S4 S5 S6 S7 S7 .1 * S9 (S 1 O) D. ADJUST SEWER INVERTS L0 0 KEEP TOPS OF PIWASTE PIPE BY PE �� `�-/ I I �;J . I - --' LINE WHERE PIPE SIZE CHANGES. CIVIL ENGINEER & LANDSCAPE I . 1 E. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER Cardno • 2"SS TO GYM 1 �f� __- ' i PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING 6720 SW Macadam Ave Suite 200, SERVES TWO OR MORE FIXTURES. Portland, OR 97219 DRINKING FOUNTAIN F. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, T(503)-419-2500 I " UNIONS,TRAPS, FLANGES,WATER HAMMER i -- _ _ 2"SS STRUCTURAL ENGINEER I CES I I� ,,�. .� .,n. �_-�. •rn._... i ,:._.- .�..,� -- _ _ __ --. MATCHLINE SEE 1 1 P2.11 REQUIRING ACCESS ARE ACCESSIBLE. Catena Engineers w . . � .,. �■ � ,■■�^ — , . � � . — � � � � R. � � � � � � t �� .� � � � � � � _____- � ,�I ILI lL ,,,� ... 1 ��. � � G. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND 1500 NE Irving St., Suite 412 t 1 I- ____ I' __ _ _ - - I ! 1 - - EASY OPERATION. Portland, OR 97232 u. I I' � I J o H. ALL VALVES(EXCEPT CONTROL VALVES)AND T(503)-467-4980 7-- 4" SS UP TO YCO L 'I `V `) co STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE MECHANICAL ELECTRICAL & 4"SS I.E. 186.43' i 4" SS UP TO FCO 4"SS UP TO FCO I n r REDUCING SIZE TO MAKE CONNECTIONS TO PLUMBING ENGINEER 4 SS UP TO FCO EQUIPMENT AND CONTROLS. © 4.SO : I I 4" i n--o�� I Glumac C,�" P4.02 - - �� — - - - - - - - _ IN ADDITION TO CODE REQUIRED LOCATIONS W Fifth Ave-, Suite 1600 - - 900 5 �� I i Portland, OR 97204 f - - - - PROVIDE LEAN UT IN GREASE DRAIN I _ _ X72 L - _I _ _ _ I A SYSTEMS EVERY 50 FEET. - - - - - _ _ _ _ (503)-227-5280 7 44 �� UP TO TP _ S J. ALL PLUMBING WORK SHALL BE COORDINATED WITH —moi - _ _ - y I ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND FOOD SERVICE CONSULTANT CD / r 2 SS UP I - -,OijJ OBSTRUCTIONS SHALL BE PROVIDED AT NO Webb Foodservice Design _ ' ESP I ADDITIONAL COST TO THE OWNER. 3700 SE Lafayette Ct 2"SS U 2 ' M K. REFER TO RISER DIAGRAMS FOR ADDITIONAL Portland, OR 97202 ih ._ .� I c\i INFORMATION T(503)-236-8566 71, 2" SS UP 2I ri " SS UP / .. N 2" P P T i \ / I r ACOUSTIC & AV CONSULTANT U TO n r__ i _- U _ 4 SS UP TO FCO RI I w The Greenbusch Group-- - l o I I / I r ___._._ 1 _1 v? 1900 W. Nickerson St., Suite 201 t______Himimmignii, _ II 2" SS UPI z Seattle,WA 98119 �. I __ JI - ! ` 2" SSUP 4" SS UP TO FCO l I = r T 206 378-0569 4"SS UP TO FCO 3" SSUP " ._—� 2} SS UP 2"SS UP 1/2" I' 3 SS UP T_. \ 1 VUP 1 1/2"VUP , Q COST CONSULTANT Construction Focus 4 SS UP(TYP 2) - -\? C---// , -.. - - r-- \ 2"SS up/ , I = r 7--- Construction 1- 740 Almaden St. J-_� �_ - � I Eugene, OR 97402 4" SS UP TO YCO 2;i-6S UP ; T 541-686-2031 4 5S I.E. 190.57' I 4 --- p 11SVUP I f . - , 2" ssuPr r P4.02 ,� / " 4 SS UP TO FCO 2 SS UP 2 SS UP n 2" SSUP 4' SS UP(TYP 2) 6" SD(14,625 SF) 6 SD UP Q 4"SS UP(TYP 5) 2"VUP I I f I 3"SS UP LL--II I .-H-LIF).-1 / I - 2SSUP � 1 I l 4" SS _ � 2" SS UP I I I I 4" SS UP TO FCI I[ VUP f - 1 1112' I CSC 11 I I I ! I I IJ i „ '' y 11 2 SS UP 2 SS UP 2" SS UP 1 I I I I 2 SS UPS / i _ - -�- �, 1 • cl+ft • VUP - � � 4 UP TO TP _ . H ;. I I I i f I 2" SS UP TO FC %/ o--0°IiNN:- 4" SS UP(TYP 7) 3" SD(1,100 SF) -N--- 3'SD UP I ! 1 2" o--o h / I I 2" VUP 2" SS UP 2" SS UP o-o J... , —* I - - - - - - - - - U _ t . O Ilt ;, I Ili —____ _--_.�/ / - I '' 2" SSUP / / 2"SSUP/ 2"VUP(TYP 7) . I, I I H.j - 4 SS UP I 'I 2 BP2 ADD#2 04/18/18 I • I i " . 1 BP2 ADD#1 04/04/18 I j; 2"VUP 3"SD UP • I I I I I / ' \ REVISIONS DATE I I $ I 0 i /''''') ; 1 1 'i N 3" SD(975.SF) _ - - - - - - - - - - - - -= - - - r I 4 SS UP TO FC F k — — SF I I I �.- I I 2" SSUP 2" SSUP 2"SS N • N1 I 1 112 V UP r.1 \ \ 2" SO ; I - 1I I 2"SS UPTOFC 4" SSUP E1 , - . I I j � 4'SSU I E2 I n ' s " I 2VUP S2 7 I I I f I - i I 1 TIGARD TUALATIN SCHOOL DISTRICT I I I - I TIGARDHIGH _,,,„, __ "SD UP , ' — — -- - — I — — f — — — — $ - _ i - _ - - M , , CSISCHOOL 3" SD(795 SF) I I I i 11 I IVIODERNJIZA11ON ' i I 2" SS UP TO FC IF _.�_ J I` 2" SS "SSUP Z II � � 4-, � I I I I I O I r - 1 112"VUP 2"SS U 2"SS U /r / 9000 SW DURHAM RD. - - 1 _.-r _ . _ - -_ _ -._ ... - ._ —_ — — — — — i� — — — — -I TIGAR OR 97224 I � D I -- ^-" �— w'�- � . I JOB N0. 16992.00 I ! L �_... _...- - 4" SS UP TO FCO LI t 3 SS UP — UP TO TP —,- 4'SS UP TO FCO_ _ - 4" SS UP TO FCO Z ISSUE DATE; 06/19/2018 " �" 41%SLOPE UP Ate' I 6*S3 W SO ,tJurisdiction Stamp Area 4 SS UP TO FC � . I, .. , i 1 2" SS UP-\ Cr 3" SD(1,020 SF) 3'SD UP I 1 ._ -. _.- - 2- Is. \ 1 112 V * W -�- tv) 111 uP "`� n— * r_ :1 4 SSUP--- ! 4'SS UP - 2"VUP(TYP 4} I 4" SD UPICr 4" SSUP(TYP 4) 4"SD(7,520SF) LEGEND CC 0 PHASE LINE Li— PLUMBING w UNDERGROUND - AREAS 1 N 1— UNDERGROUND - FLOOR PLAN - PLUMBING- AREA SI0 PROJECT NORTH 4, TRUE NORTH SCALE 1/8"= 1'-0" '. 2 ct P2 .21 118" = 1-0" w CL ■ ■ ■ ■ ■ ■ ■ ■ 0 8'-0" 16'-0" 24'-0" 32'-0" i bassett! i architects 1 3" SS UP 0 721 NW 9TH Ave, Suite 350 L. i 4" SS UP TO FCO T i\ 4"SS UP TO FCC I Portland, Oregon 97209 1% SLOPE UP TO TP-\\I 4" SS UP TO FCO 4" SSPTO FCC i 6" SS 1 - 6" SO • T (206) 340 9500 F (206) 340 9519 1U 3 SD UP I I I I- -. 2' SS U i 3" SD(1,020 SF) ; o " cn - - -�� 1 112 V UP I .r co CIVIL ENGINEER & LANDSCAPE ,�- I: _ -� - - -1 112" V UP I ri:,Iy I I I I I Z"SS UP P 34 SS UP Cardno �' _ ) — ,..__ � t � 2" SS UP 4" SD UP' 6720 SW Macadam Ave Suite 200, T MATCHLINE: SEE 2 / P2.21 - 2" V UP(TYP 4 2" SS UPPortland, OR 97219 - 4" SSUP 2" SSU 4"SSUP 4"SSUP T(503)-419-2500 �� i� wir t, I �. 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' Webb Foodservice Design LU ROUTING AND COORDIANTION. �� ; a - -;- ` I I OCL 370D SE Lafayette Ct. i Portland, OR 97202 cn � 4 SS UP TO YC �r� 42%SLOPE a I T(503) 236-8566 S1 s ci- 3" SD UP Il i \ I FN, I3" SS UP 3" SS UP 3"SS UP 3" SS UP TO WCO I ! tI ACOUSTIC & AV CONSULTANT \ I - _- I I The Greenbusch Group --.__ ._ ?�' 1900 W. Nickerson St., Suite 201 / -- 3"SD 1,160 SF) - ` � __ - _ . . I �. _ `� -1I 1 ( + r +- I • — — — Q — $ - -- — �— — �� T 206-,WA 98119 206 378 0569 SM _ - .� I z ss uPI \` / I 1 li COST CONSULTANT le . 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ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE IN TIGARD H I I I I I S8 6" MG( LINE WHERE PIPE SIZE CHANGES.L=Z1SCHOOL • E. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER ' \ I PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING I f 1 ll il SERVES TWO OR MORE FIXTURES. 'i jI it F. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, MODERNIZATION I I I I I UNIONS, TRAPS, FLANGES, WATER HAMMER --=-_J ARRESTORS,AND OTHER APPURTENANCES Z 1 \ . I � w II REQUIRING ACCESS ARE ACCESSIBLE. Z G. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND EASY OPERATION,N I- 0 I 9000 SW DURHAM RD. I I I i I i _ H. ALL VALVES(EXCEPT CONTROL VALVES)AND W TIGARD, OR.97224 \ J i I STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE \ 1 REDUCING SIZE TO MAKE CONNECTIONS TO 0 JOB NO: 16992.00 EQUIPMENT AND CONTROLS. Z ISSUE DATE: 06/19/2018 \\\ I I I I I .-_=� UJ II I. IN ADDITION TO CODE REQUIRED LOCATIONS, PROVIDE CLEANOUTS IN GREASE DRAINAGE Jurisdiction Stamp Area I SYSTEMS EVERY 50 FEET. CC J. ALL PLUMBING WORK SHALL BE COORDINATED WITH UJ ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND UJ \ ,_ 7 --_-i - OBSTRUCTIONS SHALL BE PROVIDED AT NO I ADDITIONAL COST TO THE OWNER. W A - 'I U s K. REFER TO RISER DIAGRAMS FOR ADDITIONAL I IINFORMATION CC \\ I I III. I LEGEND CC 0 \\ I 1 L I , N PHASE LINE LL PLUMBING S3 S3 2 ( S54 � S6 S7 S7. 1 � lin UNDERGROUND - cn AREA S2 PROJECT NORTH N TRUE 4/ - NORTH .,\ 2 UNDERGROUND - FLOOR PLAN - PLUMBING- AREA S2 �'$� l'-°" vafr f:W P2 . 22 • • 0 SCALE: 1/8" = 1'-0" • • ■ • =I 0 8'-0" 16'-0" 24'-0" 32'-0" SHEET NOTESbassett! A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects CONTRACTOR IN THE FIELD. REPRESENATION ON DRAWINGS IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF THEIR CREATION. B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 C. HORIZONTAL VENT PIPING SHALL BE GRADED TO DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY. D. ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE IN LINE WHERE PIPE SIZE CHANGES. CIVIL ENGINEER & LANDSCAPE E. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER Cardno PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING 6720 SW Macadam Ave Suite 200, SERVES TWO OR MORE FIXTURES. Portland, OR 97219 F. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, T(503)-419-2500 UNIONS, TRAPS, FLANGES,WATER HAMMER ARRESTORS,AND OTHER APPURTENANCES STRUCTURAL ENGINEER REQUIRING ACCESS ARE ACCESSIBLE, Catena Engineers G. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND 1500 NE Irving St, Suite 412 EASY OPERATION. Portland, OR 97232 H. ALL VALVES(EXCEPT CONTROL VALVES)AND T(503)-467-4980 STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE MECHANICAL ELECTRICAL & REDUCING SIZE TO MAKE CONNECTIONS TO PLUMBING ENGINEER EQUIPMENT AND CONTROLS. I. IN ADDITION TO CODE REQUIRED LOCATIONS, Glumac PROVIDE CLEANOUTS IN GREASE DRAINAGE 900 SW f=ifth Ave-, Suite 1600 tla SYSTEMS EVERY 50 FEET. T T(503)-227-5280 97204 J. ALL PLUMBING WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND FOOD SERVICE CONSULTANT �� I �S OBSTRUCTIONS SHALL BE PROVIDED AT NO Webb Foodservice Design S7 S7. 1 SU S94--. � Ol ADDITIONAL COST TO THE OWNER. 3700 SE Lafayette Ct. 7 ! �� K. REFER TO RISER DIAGRAMS FOR ADDITIONAL Portland, OR 97202 INFORMATION T(503)-236-8566 � ,I I . i' I I ACOUSTIC & AV CONSULTANT I The Greenbusch Group ... — -- ,. — i_ SA 1900 W. Nickerson St., Suite 201 - I Se I I. • I - T aft e,WA 68119 9 - I I M 5 SD(� COST CONSULTANT -. ELECTRICAL =VAPOR MACHINE 40011�� DSC-1 I w�; I I = r a Construction Focus I 11 SPILL TO PLANTER 740 Almaden St. € — Eugene, OR 97402 .. I T 541-686-2031 1 =- 1i L i iI I'' EXPIRES: 06/30/18 k iic-,-:, PROFsc4, a :�, I 15713 r , : ____ e ?A 614.:4 4-, -- ;--7 S B Lid I �, oo-EcoN� o i T FYM.NIA , !WOOTA tel I I 3"SD z SPILL TO PLANTER 1- CORR _ MICA I I I S'[ S2 �S3� S3.2 I'S4 S5S6� I -__ 1 I LITJ _ iI I i w C S, i - I - . iI IWW4CI I 11 PE iE 1C I I f-L.- _2'V_ SII 2"V J,, `T— I �4 I I `' ' ______ 77.1.,,_____:,,,__, .. ..._ ; _ .: r) _, __ _ ....__._ , _ I (V [1 ., 1 _ { " }- - --.. - I- - -.- - �'— - : 1..-- ---4 _ r --i- _F___,_i_ •• __r-: I ,: ___. -- 2 FCO 11 I 1 Ej I''," \-_tr.._-/ 2N FI 2" 211 � r FD 1 FD-1 � � � �� 2 V DN i I P6 04 i' I g: I , I I i _ . TOyFTEt ! 1 — ..i - - - - - - - I 0a - I. I- —LbjL , is i I - -1, i �SE� 1 BP2 ADD#2 04/18/18 , I \ I I I I� l I' . I I - -J I ® i I # REVISIONS DATE ''!"'1,!''' � l -:- � 11 —1i-- i i �,,: e= ,-_ �._ _:____-- -- ------,1-- ---- - I -_ L t -�'�` I 3"SD �• , I i ED I � fDi1 N l i I `i i „4,, _____1 i I I L - - _- 1 E I I GIRLS LOCKERS I \ r �� R i IwI j .��I I N • N 1 r. J ;'. I I ;1 -t Y :I SPILL TO PLANTER Lci.i El I I I I II IIrl N _- -. I I- i =i,-.., ::_•,_ i III E2 ! :I 1�� L._ i :, �� , I 1_ s: H -- �, __ AUIL GVM � IE. � I7 � � ' PLA: (o..___I-,2 'L� — II w, . ____ : S I th L I I , . 11 , ,, _____ 1 i }� I, 2" FCO 2" FD1 - i TIGARD TUALATIN SCHOOL DISTRICT " I ' I I � 1 112 V DNI GIRLS LOCKERS ... � .l.: $ Iw1 TIGARD HIGH • I i L_______. - :.. 1: 1 �' 2112" CW " 2112 CW `l - - - 314HWC SI-IOOL Le_i __ : 314 H f 1=' I , , r: i i 1, .:. - - - MODERNIZATION [1 , . ,, i.ri , L L , I !ill I _ :„ - i I �� IL _ � E I6. 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N MS-1 on= r 4 FCO I( co TP-1 A 1 _ _ PHASE LINE cO PLUMBING LOWER , �1 h r r T r r r r r r r r r r r r t II I�� , , r- --t , L L-- ---,) ,�- "Ii- CN I— LEVEL - AREA S1 w MATCHLINE: SEE 1 1 P2.24 1 C/) PROJECT NORTH ' "4111. TRUE —CC INORTH C LOWER LEVEL - FLOOR PLAN - PLUMBING - AREA S1 �� 414110110 0SCALE: 11$"= 1'-0" ,� w P223 " 118 = 1 -0 � ■ ■ ■ ■ ■ ■ ■ ■ - M 0 8'-0" 16'-0" 24'- O' 32'-0" bassett! architects I 1 I I I 721 NW 9TH Ave, Suite 350 + I I Portland, Oregon 97209 2" SS UP T (206) 340 9500 F (206) 340 9519 F i. . # i UNIFORM STORAGE r ---+1. .. I - -- 4'FCO '"' x --� p ,1 I I - i - - - � _. - - _ .,_§ 4" - _.. + 44FCO 3" SD UP&DN , -_L- 4"FCO MS-1 . - ____,,_. TP-1 %` I! 1!! II I It__:mf Cardno ■■r I I 1 I - ---- - - -- Portland, OR 97219 A - ---I - , , I -, [1 : ;' f"r— '+ '' ' I _ ', - in °e e� �i a� 9Y Go 'i f�) ! f loft i'' ' O I 4Ued C_ __ �.. _.. __ T(503)-419-2500 , - , 6' � r r- r'- r- �l; 11: Tr), I 1"MGIDP ? ` 4" SD DN ! 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ALL EXISTING CONDITIONS MUST BE VERIFIED BY H. ALL VALVES(EXCEPT CONTROL VALVES)AND CONTRACTOR IN THE FIELD. REPRESENATION ON STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE PHASE LINE DRAWINGS IS BASED ON THE BEST INFORMATION REDUCING SIZE TO MAKE CONNECTIONS TO AVAILABLE AT THE TIME OF THEIR CREATION. EQUIPMENT AND CONTROLS. B. CONTRACTOR IS RESPONSIBLE FOR ALL I. IN ADDITION TO CODE REQUIRED LOCATIONS, bassetti COORDINATION INCLUDING TEMPORARY SERVICES PROVIDE CLEANOUTS IN GREASE DRAINAGE /. 1 DURING CONSTRUCTION. SYSTEMS EVERY 50 FEET. architects C. HORIZONTAL VENT PIPING SHALL BE GRADED TO J. ALL PLUMBING WORK SHALL BE COORDINATED WITH DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY. ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND D. ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE IN OBSTRUCTIONS SHALL BE PROVIDED AT NO LINE WHERE PIPE SIZE CHANGES. ADDITIONAL COST TO THE OWNER. 721 NW 9TH Ave, Suite 350 E. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER K. REFER TO RISER DIAGRAMS FOR ADDITIONAL Portland, Oregon 97209 PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING INFORMATION T (206) 340 9500 F (206) 340 9519 SERVES TWO OR MORE FIXTURES. F. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS, TRAPS, FLANGES,WATER HAMMER I ,---1 c- (- -. �� ARRESTORS,AND OTHER APPURTENANCES CIVIL ENGINEER & LANDSCAPE S SZ (11) S3.2 S4 S5 S6 S7 S7.1 S8 REQUIRING ACCESS ARE ACCESSIBLE. Cardno �� T \„_r_/ G. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND 6720 SW Macadam Ave Suite 200, EASY OPERATION. Portland, OR 97219 i IT(503)-419-2500 STRUCTURAL ENGINEER v I I Catena Engineers 1500 NE Irving St., Suite 412 - - Portland,(503)-467-4980 97232 1 I ( o _ C3 I - I - MATCHLINE: SEE 14;P2.14----. _.,,,..,_ ... _u MECHANICAL ELECTRICAL AL & -_-_-.. iii.14��"" ' PLUMBING ENGINEER -L�� — . wi",a i �� Glumac S7 S7.1 S9 (S10) 900 SW Fifth Ave, Suite 1600 �� / Portland, OR 97204 4"YCO ENTRY 4 4"4" FCO I I 4"4" FCO 1 T.../ T(503)-227-5280 w,� 4 0 I J FOOD SERVICE CONSULTANT fr---L--- _T- -7Li i — _ ---1-1 — — — Foodservice Design _ __ Via " SA Webb Foods e ' ! I I ) - : - 3700 SE Lafayette Ct. 'I I _ _ MV-5 ' _ T�� - ;� _ o Portland, OR 97202 U I TP-1 6 _ r� — — �..� � .i i - -----� - T(503)-236-8566 , EW-1 — -- vT I �� ,� — i1' ACOUSTIC & AV CONSULTANT I I ' „ GUS c•inl, - II-I- - ®a ® 2 FD-1 ® 2" FD-1 ® 2" FD 1 ��_ -�.n ] _ ._ I Group .-: The Greenbusch I y _ _z r 1900 W. Nickerson St., Suite 201 # S-2 { 9 ® � - __ —�__ ��_ i Seattle,WA 9811 1— _ — — — w,a, Lei 4"4„ FCO I -. T 206-378-0569 r-- `. I 4 �- 2" FD 1 r 4,4"FC I '�� I } I i I ELEC / I I ' I COST CONSULTANT IL' I I lw4ocl 'I Construction Focus t 3 ►--_. - __, MEQ —, iI I 740 Almaden St. P6.02 i _ I S--1 I ""15 II a CONTROLlAv l Eugene, OR 97402 0 I - _ �� T 541-686-2031 ""°°� " FCO SB .._... SB S-1 � \ /� // o // // EXPIRES: 06/30/15 0 0 raj rA- 6 SAFE ISTp, —MI • GO 2"FD-1 . // I 6" SD DN + — - tr; T IvtlimI I w,,,G{ ' I\4YCO 4 KM iZ) I ----�---� _ •. JI NC,t Net1 112 V 1 • I.� ,,J —_fes l � - I � 15713 l Ii I (4/4,:,/ U - 1 0 O'EGON I � FD I i - I i . Q ��it` o� 1 NI 9, �g�~GjvO woM61 I CO,* i II Wti" will STORAGE I I 'f��/ �\� I 11..c 6., I 1'! I COACH LOCKERS REFEREE LOCKERS I W114 I I - 14 s til I w,tz l w�u I Li I l AD MI I HEALTH ' - I I IwI„e1 I W201 I 1 11 I W -1 Iy -� lI t" � , . -- -r-� -� SCS r - SC _ 4'VDN 1 i , I - STORAGE l w2a2A [ + � 4 1 I r . , SD T II 7 _7 , , 3" SD DN i , 1,, I , DSC-1 ` l �� 1 I' I 1 Au� - SE - _- -- SSE I CORR 1 IIMMOI I II W200 I Illi 1 li 4" V UP TO VTR Ili : . 1 2 BP2 ADD#2 04/18/18 P 1 . 1 BP2 ADD#1 04/04/18 1 i 1 I[; AEROBICS / \ REVISIONS DATE W202 I I I ',' 3" SD DN 1 DSC-1 Il N f , ' I i N A N1 .A . 0 ,1 --1 % IIEl 1 I E2 S2 i_ I I I i1 TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH ,, ! I I . SCHOOL I° 3" SD DN �1 ! - - . - irliiSG - - _ - - SG DSC-1 r \ 61, MODERNIZATION I 9000 SW DURHAM RD. I I I I TIGARD, OR. 97224 -. ,, �_ _ _ I _ JOB N0: 16992.00 . .,1.1j.__ SH �— �- ISSUE DATE _- !.., 06/19/2018 b; S H - „ - - ' i• Jurisdiction Stamp Area WH-1 -3/4 CW . 2112"CW �-•— - ;OILET t „ STAIR 10 3 sloe. 111'1HWC ,- 1314" i I ST10-2 7 [ I P6.03 w„=a is 1 112„CW . ---------....._,T r DSC 1 : STOR. 3" SD DN I I ' � .a�.�� I , 'i r , , _ ___ ,- I W202B 1 - wt--._ STORAGE MEN --- • - _. ' lY UPPER LEVEL MATCHLINE: SEE 1 1 P2.26 1 __ - ____- I 5; 1! I w2o4 II. i� l 1 1 LOWER LEVEL MATCHLINE: SEE 1 1 P2.24 U i z U MATCHLINE: SEE 1 / P2,26 T = gm iii . — di — isw ww l — I . 11 — rti = 111 , , 1I . — li — 41- I 4141 i i — — II 'Mk 11 — 11 l 4 10 lo 4k 4 , i — — i 4 , 4 , 4 , ip 4pA � 1 'Mk �r IMI. N N — — 1 , . . — lv — 1 iiiiimp A--- . r ,— " PLUMBING MAIN MAIN FLOOR - FLOOR PLAN - PLUMBING- AREA S1 UPPER AUX LEVEL - FLOOR PLAN - PLUMBING- AREA S1 0SCALE: 118" = 1' 0" SCALE: 118" = 11-0" W LEVEL AREA S1 + UPPER LEVEL AREA PROJECT NORTH N TRUE ' V F- S 1 INORTH 2 lip41410110 P2 .25 118" = 1'-o" w '•'•'•' _ . . . . mm-�■"'m 0 8' -0" 16'-0" 24'-0" 32'- 0" i S7 i , I 4,...._. ._ _ _ _ _ _ _ _„ 1 bassetti architects 4 I r:=77- - - - - - � - - - - - - - - - , - - _ - - - - _ _ ..�= - - _ 2112"Cw _ - - - - - -- - -2112" CW- _ _- T:�I!ET 1112 HW-- - � � f ;! STAIR 3 - 1" HWC —1 112" HW- �� 3/4" H STS P6.03 721 NW 9TH Ave, Suite 350 1 I I CORR STAT 1" HWC I - 1 L W 101E I I ST08-1 + , � 1 112" CW I Portland, Oregon 97209 _ _ =_=== — — I , STOR. T (206) 340 9500 F (206) 340 9519 -- _ W2026 ` 'i � ' i ul ��llll , —1,—° II I STORAGE I MEN I • • ! 3"V UP TO VTR17,1 I I" W204 I CIVIL ENGINEER & LANDSCAPE EXTERIOR BALCONY ' I II 3"V DN — 1 112"V— I ® Cardno _ FD FD mom l OM =fi .�- -SMP -s- OA! M �E..r � I i i GM i �� OM .u .. .. IMMIa. 41 CED ,11 e e i me �� OM , , T w�M . N N r err im . �ED i GEMMEDGw �� MMD MEM 6720 5W Macadam Ave Suite 200, 1 ' MATCHLINE: SEE 1 / P2.25 d ` I Portland, OR 97219 i I � N ��_.. �' _ _ rt-�, (503)-419-2500 I -- _. o-- O T + }, f.A �.II 'I 0 { j 314" HW �- 5. - I 2 STRUCTURAL ENGINEER U ® ( 6o ) Catena Engineers I 3/4" HW I _' L � � ;1 © 0 1 112"V DN I - 1500 NE Irving St., Suite 412 1 I I WRESTLINGI , � -. 314" CW .- i''' Portland, OR 97232 1 I S208 i I ` WOMEN FD I I r I T(503)-467-4980 ' ° ) W205 'I MECHANICAL ELECTRICAL & J ___ SL - _.. - - - - - - - L"--- -TPLUMBING ENGINEER ^+ ; , Glumac T �I d I 900 SW fifth Ave., Suite 1600 STAIR 05 Portland, OR 97204 j I j i , , I ST04 2 E T(503)-227-5280 1 : , I I I I I FOOD SERVICE CONSULTANT 314^ C.. .. .. Webb Foodservice Design IDF , 3700 SE Lafayette Ct. 314" HW Portland, OR 97202 S210 " T(503)-236-8566 1 1 112 V o I I I IH : ' 2" SS DN 1112" V 0 ' 2" SS DN I ACOUSTIC & AV CONSULTANT ____ . ,u _ . .. .._ he Greenbusch Group il *VM -_. nn � — - 1900 W. Nickerson S ui#e 201 I I �, — - - - - _�_.. Seattle,WA 98119 I, , « - - - S=5 S_5 T 206-378-0569 i PAINTING g I � � � I I 1 + - I CORR O R0A I I 1 5201 i � COST CONSULTANT 6 DRAWING 4 Construction Focus SEE DETAIL (TYP 2) 5202 J I 740 Almaden St. , I I - =.: -- - -- .- ��- ,� P9.01 I l Eugene, OR 97402 I `J � i T 541-686-2031 ILI o ' I1 -'1 EXPIRES: 06/30/113 �`" I I' 2''v UP To VTR SEE DETAIL 6 ��\D PRO/ 4-- COMPUTER GRAPHICS JOURNALISM 1 VIDEO i I 2 V DN P9.01 11 -S� G I NE-----. <9 STUDIO ef I � c � � PRODUCTION •P I 5207 I S206A� 1 _ �'' 1571 /_____ , __. I 1 S206 1 112 V 2112 CW QN a , r2.14 w� - - _ - .. 2 HW DN T.._.. __. I1 i - """"`" " " " G 3 0'EGON SN — — �— — ry — — — — — — - — I 2 SS D _'IIS 5/— 1 114 HWC DN — - — F` yo q O , I r I i I � � i � � � I ! I ? I L i I, i 1 i .�� . fY M. + - y - - - - - _ - —2112"CW—Y' 1 112" HW— - - _ ; - - 4,_ - - - - - - - - j- - - - _ _ - - - - _ -111 " HW - - - - - - 1" HWC- - - - l.� 1. - - - - - r , 1112" HWQN II - - - - - - �� 1 HWC- - - - - - I I I 1'' CORR I-- — - - 314" CW- - - I 3 1" HWC ON _ i i �---1--k- RAMP 52008 : + L S200C TO WH-1 ON ROOF ; ' I n I..- - .7 I I - -_..� I Fi EX I T I 1140 ° ,, n 1-S100D I 11 -i 1 , . I a 1 I I I I 8314" MG UP—/ I I I I ----1: I � P9.01 ' ON MEZZANINE I , --- r -r I � � . : I � I r CLASSROOM CLASSROOM 1 COMPUTER SCIENCE I i 11 Q I S205 I I . S204 i I 5203 I I t ! I I 1 i I I SP - - - - - --- ,ffil -----4 ji '' -f I i 'L. -1;la -._. - :se( Ihr ... ..,-- - .......___...., i i + 3 MG UP I -- . - II I` _ 1 L_.___ ID I ! I 1 ' 1 II S9 U (S10) (S1 1) I ,`f I I 1 /t\t REVISIONS DATE I I 1I 1 N I " N2 N1 J I I I I 'I ' 3" MGDN � � S1 El „______„______/ j - - - _ _ - - - - - - - I csirsizuE2 ! SHEET NOTES KEYED NOTES 0011 iA. ALL EXISTING CONDITIONS MUST BE VERIFIED BY 1 PIPING SHALL ROUTE IN CEILING SPACE OF NEW , CONTRACTOR IN THE FIELD. REPRESENATION ON ADDITION, PENETRATE SIDE WALL AND THEN DROP DRAWINGS IS BASED ON THE BEST INFORMATION INTO EXISTING CEILING. TIGARD TUALATIN SCHOOL DISTRICT ! I I I AVAILABLE AT THE TIME NOFS THEIR CREATION. 2 PROVIDE HEAT TRACE ON EXTERIOR PIPING. CONTRCTOR IS 3 SEISMIC JOINT TIGARD H I , I B COORDINATIION INCLUDING TEMPORARY SERVICES DURING CONSTRUCTION. 1 , , C. HORIZONTAL VENT PIPING SHALL BE GRADED TO SCHOOL I I i I DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY. D. ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE IN lvi O D E R N I ZAT I O N 1 , . LINE WHERE PIPE SIZE CHANGES. E. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING I I I ! I I SERVES TWO OR MORE FIXTURES. F. INSTALL PIPING SOTHAT ALL VALVES, STRAINERS, I 9000 SW DURHAM RD. UNIONS, TRAPS, FLANGES,WATER HAMMER TIGARD, OR. 97224 ARRESTORS,AND OTHER APPURTENANCES REQUIRING ACCESS ARE ACCESSIBLE. JOB NO: 16992.00 I I I I i I I G. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND ISSUE DATE 06/19/2018 . f EASY OPERATION. I H. ALL VALVES(EXCEPT CONTROL VALVES)AND Jurisdiction Stamp Area STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE REDUCING SIZE TO MAKE CONNECTIONS TO ! I I I ? I I i EQUIPMENT AND CONTROLS. I. IN ADDITION TO CODE REQUIRED LOCATIONS, fl �� I PROVIDE CLEANOUTS IN GREASE DRAINAGE I I SYSTEMS EVERY 50 FEET. J. ALL PLUMBING WORK SHALL BE COORDINATED WITH I , ' I I -__ - i- ALL TRADES INVOLVED.OFFSETS IN PIPING AROUND x. ' ! OBSTRUCTIONS SHALL BE PROVIDED AT NO �` • /� ADDITIONAL COST TO THE OWNER. LEGEND @__ S3,Z S4 II� ' S6 S7 ST. � SSS K. REFER NFO MAOI ONER DIAGRAMS FOR ADDITIONAL �/ 1 __ PHASE LINE PLUMBING UPPER w LEVEL - AREA S2 Co PROJECT NORTH N TRUE 4/ F— /� NORTH V, 2 UPPER AUX LEVEL - FLOOR PLAN - PLUMBING- AREA S2 V/ ;$ 0 _ 1-0" w0_ P2 .26 SCALE: 1/8" - 1/8" = 1'-0" •••• . . .. . , 0 8'- 0" 16'- 0" 24'-0" 32'-0" bassett? architects S2 S3 s4 S3.2 S4 C__5 S6 (S__77 S . 1 �S8 �S9 ( 1S a S 1 �� / 721 NW 9TH Ave, Suite 350 i � 1 T Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 , I 970 SF ► : / ‘ ; . CIVIL ENGINEER & LANDSCAPE _ _.._. / 11 ; Cardno I II 1 1 ' 1 6720 SW Macadam Ave Suite 200, y Portland, 0R 97219 14 1 T(503)-419-2500 1 3'VTR I STRUCTURAL ENGINEER �\ / I Catena Engineers mai_ Pao and,0 NE Irving OR 96232 Suite 412 \ �/ MATCHLINE: SEE 1 P2.1: _ r — • I (503)-467-4980 T 4i . moi i • imi ini imil si imp gms. 41MI 4=lb 'um 41 41 ii IMI i I! 41M1 IMID 1MMMI til 111111. i=1 IMMI OM ,MI, ID 1MD IIMMIIIIMID OM 1111M-1111-.-al 10 ik mor am is im , sb imii-1=1-- --ion 4imi IMOD IIIIIIIIMMIM 1=11 EIE• 1 t=1 II IMI IP II ---. ------ - - - - - -- - — _ i — _= --__ �—I _— — — MECHANICAL ELECTRICAL & # PLUMBING ENGINEER I Glumac 900 SW Fifth Ave., Suite 1600 _ i' Portland, OR 97204 I I T(503) 227 5280 I ,-1rin d7 — — — — — — — — — E NT . — --__ _ i AIL__.i Q ' t 05 I 1SAFOOD SERVICE CONSULTANT 1 0 — Webb Foodservice Design e ! - �Ec - - - - 3700 SE Lafayette Ct. i — Portland, OR 97202 3 I I f I I T(503)-236-8566 k i / I ACOUSTIC & AV CONSULTANT II i NOT REQUIRED i The Greenbusch Group SeattleWA 9811gSt., Suite 201 -__.._______._ —� - T 206-378-0569 CONSULTAN �, �� II COST Construction Focus T �\ 740 Almaden St. I Eugene, OR 97402 / — — — — — — — — — — — l — T 541-686-2031 — — // I� I SB I .,.._ I OSA EXPIRES: 08/30/18 \ I I� 3"VTR 1 ' .4ck:Q PROF- T — �''�G 1 N F�.'� O� 14,625 SF• / / 15713 ��` � '//// F EGON O 2,150 SF 4— c,,.\ p19, N9�Cv RTU I • 9 / M. 1 ARCHITECTURAL 11 SCUPPER/ROOF DRAIN TO RH 1 LOWER ROOF (TYP) _ _ I 'tl I - - i_ - I __ _. SC 314" CWDN I I 4 I — - RTS I S❑ !' , 111 I i 1100 SF i L SE \\ I I \ 14"VU/ ‘Th P 1 I 1 1 11 4_____._ i I \\ 3,075 SF I I \ / �/ # REVISIONS DATE N N -. CD I N1 975 SFI LU I I di � R7U� .7.-1- . E1 I ¢ E2 • S2 1 I U sr- I ITIGARD TUALATIN SCHOOL DISTRICT I TIGARD HIGH I I i • SCHOOL ,_ _______, I ,0 k.. 795 SF ., : 1 2,355 MODERNIZATION I I I 1 9000 SW DURHAM RD. --- -. TIGARD, OR. 97224 1 I JOB NO 16992 00 I I .._ _.... _ � H� o ISSUE DATE: 06!1912018 _ -�� _. I Jurisdiction Stamp Area Ef.„, I 1 ��-~ �'_,� 3J4" CWDN I / \ \ 1020 SFi I l MATCHLINE: SEE 1 / P2.28 L EG E N D PHASE LINE PLUMBING ROOF ROOF — FLOOR PLAN — PLUMBING— AREA S1 0 SCALE: 118" = 1'-0" w PLAN — AREA S1 PROJECT NORTH N TRUE ' V ~ '. NORTH �,\ 2 VP 1/8" = 1'-O' LU P2 .2?' 0 8'-0" 16'-0" 24'-0" 32'-0" a 1 s"-. bassett? architects 1I 1 1 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 I RH-1 7 11 I , � � ‘ i (N_ 314" CW DNI CIVIL ENGINEER & LANDSCAPE Cardno I / \\ 6720 SW Macadam Ave Suite 200, / \ 1 I Portland, OR 97219 ---fi— / 1 I T(503)-419-2500 3"VTR 1I 1020 SF r 1 I --_�` STRUCTURAL ENGINEER IM22;12!E.O2DELLO112:227OOMMOOM LI 11 � . I , Catena Engineers i • AM AM eemmm* �� D OM ;�� w� -r OM e ami OM w Oil s �r �r e OM 1500 NE Irving St., Suite 412 1 / / \ MATCHLINE: SEE 1 1 P2.33 Portland, OR 97232 I MATCHLINE; SEE 1 / P2.33 I / \ j • \ / \ � � � � � � � � � � � � � � � � � � � 1M. II T(503}�67�980 – ,�/ / 1 MATCHLINE: SEE 1 / P2.33 6065 SF \� I \ �i 1 / 4" V TR ti 7,085 SF `. MECHANICAL ELECTRICAL & 1 PLUMBING ENGINEER Glumac 11 90oswFifthAve. Suite 1600 1 / I Portland, OR 97204 I \ / T(503)-227-5280 I • SL RTU FOOD SERVICE CONSULTANT 10 — ____ I Webb Foodservice Design iv, I 3700 SE Lafayette Ct. I Portland, OR 97202 T(503)-236-8566 I ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 S1 1 1 T 206-378-0569 I _-- 1 OSA `,, - 2 I _---- -�� _ I -_ COST CONSULTANT 411116) - .___ _., ` 1 _ i - W _ Construction Focus i I 740 Almaden St. I 1....*‘'! Eugene, OR 97402 T 541-686-2031 ARCHITECTURAL - SCUPPER/ROOF DRAIN TO _ .. \ EXPIRES: 06/30/18 / LOWER ROOF (TYP) /i . 1 D PROF!. f/ / \ F,�'G � NfF15713 �p O 3 VUPTOVTR 1 / \ �. VI w� r yI K. // \\ G� /y0'E ONS I I / / \ C�` b a• 0 / 2"V TR I / I I \ i 1 1 • SN) N 1- J ' I - _ - _ - - � T ____ \ N \ / 1 / 1 -,. r, 1112" HW DN -`rH1 1" HWC DN 3/4" CWDN II 1 - -1- I r-- l' , I I I I $ 1 l � SEE DETAIL- P9.01 •; 3/4" MO ! I iI . ;1- , - - - . 314" MG DN ! I i 4 « - -3"MO o I 3" MG I I lr I 0 I I 1 I I I ' I II i –I _ I N v, I I 1 //\* REVISIONS DATE S9 9.2 (S10) IS 11 12) N y 1 '' I ' H1. N2N1 � EXISTING ROOF DRAINS TO REMAIN 1 illP _i 1. I I / I __ _ __ S1 El I E2 \ 7\ : / 3" V UP TO VTR I l � ,----------x----1-----.� r/ ' �S1(S14) SQ I i - — 415 SF �� TIGARD TUALATIN SCHOOL DISTRICT _z 1 I p - . 1 1\ // 3" MG DN TIGARD HIGH \ ,, \ , , 1 , , SCHOOL , , _________,- . , . 1 1 MODERNIZATION , . , , • ;I 9000 SW DURHAM RD. TIGARD, OR. 97224 I JOB NO: 16992.00 '1 KEYED NOTES ® ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area 1 ALL EXTERIOR CW, HW, &HWR PIPING SHALL BE ' INSULATED AND HEAT TRACED. I I I I I LEGEND PHASE LINE PLUMBING ROOF I I ,- w PLAN - AREA S2 l 0 S3.2 __), SS5 * * S,7,. 1 * Cn N PROJECT NORTH TRUE iii F— INORTH *I\ 2 ROOF - FLOOR PLAN - PLUMBING- AREA S2 118" - 1 0" w P2 .28 0 !6Ve !% 1MMIIIIII CL SCALE: 1/8" = 1'-0" 0 8'- 0" 16'-0" 24'-0" 32'-0' (S10) (S1 1) (S12 C4 (S13) @*(C6 C7 CS 14 133 . f 1 ! SHEET NOTES asse 1I CF - ' — jI I A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects P I. I CONTRACTOR IN THE FIELD. REPRESENATION ON DRAWINGS IS BASED ON THE BEST INFORMATION I I 'I,I I AVAILABLE AT THE TIME OF THEIR CREATION. B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 , ,l it , COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 C. HORIZONTAL VENT PIPING SHALL BE GRADED TO -- -- DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY. MATCHLINE: SEE 1 / P2.11 - - - - �__ - -- R D. ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE IN � � � � � � � � � � ' � �� 1 � � � � � � � � � � � •� � •r •�� r+ �■ I � � � � � � � � ��_� LINE WHERE PIPE SIZE CHANGES. CIVIL ENGINEER & LANDSCAPE IE. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER Cardno I PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING 6720 SW Macadam Ave Suite 200, 1---- I SERVES TWO OR MORE FIXTURES. Portland, 0R 97219 I — 2" SS UP 2" SS U1P F. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, T(503)-419-2500 , i (E) 4" SD UP UNIONS, TRAPS, FLANGES,WATER HAMMER ARRESTORS,AND OTHER APPURTENANCES STRUCTURAL ENGINEER I tlf h' REQUIRING ACCESS ARE ACCESSIBLE. CatenaEngineers SA ' C� _ { KEYED NOTESo SHEET NOTES bassetti 1 PIPING IN"MAIN STREET" SHALL BE ROUTED ABOVE A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects 1110. _. i „._______NGLULAMS. COORDINATE WITH MECHANICAL, CONTRACTOR IN THE FIELD. REPRESENATION ON 10) (S11) (S12 C4 (S1 : C7 C8 13 ELECTRICAL, AND EXISTING. DRAWINGS IS BASED ON THE BEST INFORMATION �/ ��' \._-/ - AVAILABLE AT THE TIME OF THEIR CREATION. ' i I B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 1z I COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 {, I I - DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 C. HORIZONTAL VENT PIPING SHALL BE GRADED TO DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY. • 1 I I l D. ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE IN I I LINE WHERE PIPE SIZE CHANGES. CIVIL ENGINEER & LANDSCAPE E. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER Cardno — — R PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING MATCHLINE: SEE 1 / P2.25 6720 SW Macadam Ave Suite 200, ie► .Em. � . — s r ir..�o e. , , ei ii , 1. we w ..� .. ii — ! - – e� SERVES TWO OR MORE FIXTURES. MATCHLINE: SEE 1 / P2.13 112"CW F. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, T(503)-419-2500 112"CW 1/2" HW 1 1/2" HW UNIONS, TRAPS, FLANGES,WATER HAMMER Portland, OR 97219 I 1 112„ V 3/4" HWC 1 1/2"V ARRESTORS,AND OTHER APPURTENANCES STRUCTURAL ENGINEER 1 112"V 2" SS DN REQUIRING ACCESS ARE ACCESSIBLE. Catena Engineers 2" SS DN I 112" CW 112" HW-\. I __j G. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND 1500 NE Irving St_, Suite 412 �. TP-1 ► EASY OPERATION. Portland, OR 97232 4"S ‘ ' ------- �) S-2 H. ALL VALVES(EXCEPT CONTROL VALVES)AND T(503)-467-4980 -- IS-2 l STRAINERS VA =RS SHALL BE FULL SIZE OF PIPE BEFORE (SA} -. _ CI � - _ MECHANICAL ELECTRICAL & DS 1 - 1' �_: _ - � __ _ _ _ E " REDUCING SIZE TO MAKE CONNECTIONS TO -v —. �,....�� __,� , - - - - I - - - 1 HWC _ Q PLUMBING ENGINEER t1 4"YCO+ II 2 HW EQUIPMENT AND CONTROLS. Glumac SPILL TO PLANTER IEJ i I r I 2 FD 1 3" FCO 3"GW I. IN ADDITION TO CODE REQUIRED LOCATIONS, I FOR CONTINUATION, SEE 11 P1.12 PROVIDE CLEANOUTS IN GREASE DRAINAGE 900 SW Fifth Ave., Suite 1600 WH-1}- +1 SYSTEMS EVERY 50 FEET. Portland, OR 97204 ` T(503)-227-5280 SPILL TO PLANTER 1 ` J. ALL PLUMBING WORK SHALL BE COORDINATED WITH 0 o a ` ' r , ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND FOOD SERVICE CONSULTANT 2"V UP 1 OBSTRUCTIONS SHALL BE PROVIDED AT NO Webb Foodservice Design 4 SD DN lj I , _ 1 ADDITIONAL COST TO THE OWNER. 3700 SE Lafayette Ct. DSC-1 1 .' , t K. REFER TO RISER DIAGRAMS FOR ADDITIONAL Portland, OR 97202 1 _ _ Ei'''. I 13USINESSU M , I INFORMATION T(503)-236-8566 t E113 I I ,I/� I ACOUSTIC &AV CONSULTANT V , E The Greenbusch Group SB - - I . 1900 W. Nickerson St., Suite 201 119 Seattle,WA .- 1121112." CW" I T 206-378-0569 Ln N _ : o_ 1 ! 2" SSD COST CONSULTANT I : 1112'V , i, 112" HVV 0 Construction Focus Lu 740 Almaden St. S_2 i Eugene, OR 97402 U] I I T 541-686-2031 _ 1 I � = I CD I--.. ' EXPIRES:PIRES: 06/30/18 I 5 11 ' ' �Q PROF — ...___, 1 pi G 1 NE-4>.\7c, 15713 SPILL TO PLANTER S-7-1- -I a = - M (,j' 6" SD 1'i, ' I I - ; �+` yO EGON,� o II _ DSC-1 �F 1 i g' �0i� �L 1 9, \9\G}, ' I I 1� � SC _._. _ II M I p 'I l 1 , I 1 , I ii- 1 ? '1 0 SDS - - i I' BUSINESS CLASSROOM E114 I I ' 1 1/2" CW I ' 1 1112"1II ' II 1112"V 2" SSDN I 112"HW E. ' CO I I . S-2 ° I I I I L I SPILL TO PLANTERI• j • Q .,_ I 6 Sli21-1i . I ; DSC-1 Ii I !— 0 I USENESS CLASSROOM E„5 I ' I I 1 ' ,I ' 1 I 1 t'. � E ii 2"V ,yl ' '' 112" CW _.. I ; 1112"V ; I 1 112"V 1 2" SS DN'� I F---� _ 112" HW , 1 S-21110 ' I //\* REVISIONS DATE 4"YCO I I , SPILL •TO PLANTER �` I ' i 1 3" SI _ N DSC-1 , I - - N N1 I - - 2"HsWe tII CNFihii -. �G 7 S11'Hr , . - FOR CONTINUATION, SEE 11 P1.12 E2 1 1/2" CW I • i 1 I I . . -1--- I 1 1/2"V 41 ! I' 2" SS DN S2 SG, [ . L-- —= t-' 112" HW ' C 1 il 1 I II r M IQ S`2 ��"` i I TIGARD TUALATIN SCHOOL DISTRICT TEACHERS LOUNGE . f 1 Elle ' 1 1 � ; — ,. — —__ TIGARDHIGH ! I , . _, II I ; 2112"CW SCHOOL 2" HW t ' 1" "WC - MODERNIZATION .2 „ ,iii Aldi I I t I — 1111 9000 SW DURHAM RD. 1 f TIGARD, OR. 97224 I m JOB NO: 16992.00 ISSUE DATE: 06/19/2018 I Jurisdiction Stamp Area Ii 4b 4MP eIMP "�"� �! D� � '� MATCHLINE: SEE 1 / P2.25 — — { a -- D 1 �.1 4 li I - -11 LEGEND i e', — PHASE LINE 0 PLUMBING MAIN 1- LEVEL - AREA E1 w PROJECT NORTH N TRUE i �- MAIN FLOOR - FLOOR PLAN - PLUMBING- AREA E1 �► NORTH0 SCALE: 1/8” = 1'-0" '. CC w P2 " 32 118'1 = 11-0" CL 0 8'-0" 16'-0" 24'-0" 32'-0" eo . .0) (S11) (S12 C4 (S1 ' C6 { C8bastfi/ ,., 721 NW 9TH Ave, Suite 350 C F — _ — _.. — -- € r .- Portland Oregon 97209 g T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno i a 6720 SW Macadam Ave Suite 200, _._: i I ' - _ Portland, OR 97219 MATCHLINE: SEE 1 / P2.17 — — > R T(503)-419-2500 fa . . . . — M fa — i fa — f: 4P f: 44. fa ! 1111. I fff_ — 44 fa — fa owe fnigne amp imemi 4 , . . . , immp . imp . ! ! inimp fa f: STRUCTURAL ENGINEER . Catena Engineers I NE Irving St., Suite 412 ! Portland, OR 97232 T(503)-467-4980 co I '�I IL MECHANICAL ELECTRICAL & co co6; ' I j _————_` PLUMBING ENGINEER . Glumac SA ' , �x \ —CQD 900 SW Fifth Ave., Suite 1600 f / \� Portland, OR 97204 } = i r ; , T(503)-227-5280 II / I � I! 2"VTR �t FOOD SERVICE CONSULTANT 1 1 Webb Foodservice Design I /I Portland, OR 97202t I KEYED NOTES �- .--- -- -..._........ T_...---- ----...---__r_._--- _._.._.�--=� 5,410 SF 1 � , .. � ( ) T(503)-236-8566 - • //1/ ] (p) ACOUSTIC &AV CONSULTANT I The Greenbusch Group \\ -- - / 1 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 I T 206-378-0569 SE. _____Y - - ____Y 1 COST CONSULTANT I Construction Focus • 740 Almaden St. I _ + A' Eugene,OR 97402 T 541-686-2031 -- .....- EXPIRES: 06/30/18 I 0PROF �� 1NFF1� O k.. ' (4/ 4- /I 0'EGON o 1,055 SF -1 M %/x_,1, °L 1 9 1,3,.. M. IA. @_1- F I 4111 i _____, �.\ S E� 8,570 SF \ I 5 1 I 0R 3,075 SF I i i til cL -- I A REVISIONS DATE w0- Lu N QI ASF N N1 M S1 - _-- ___ __ 1i E2 CI — I ,I - 0 S2 I TIGARD TUALATIN SCHOOL DISTRICT SG I . 2,350 SF TIGARD HIGH - � I - I SCHOOL I . MODERNIZATION 1 I j ASH I0: 9000 SW DURHAM RD. — TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: 06/19/2018 I I I Jurisdiction Stamp Area 1 . . .i . ., i , II. iMi. IIIIL 1 , , ' it- . ._, . 1 - LEGEND PHASE LINE PLUMBING ROOF I . I- PLAN - AREA E1 UJ I Cn I PROJECT NORTH N TRUE ' V ~ �� NORTH (4\ ROOF - FLOOR PLAN - PLUMBING- AREA El0 „ _ , „ W P2 . 33 SCALE: 1/8" = 1'-0" 1/8 — _p 0 8'-0" 16'-0" 24'-0" 32'-0" I bassetti architects ZONE N2 r ZONE S2 ZONE N1 ZONE S1 721 NW 9TH Ave, Suite 350 FIRE SPRINKLER Portland, Oregon 97209 CONTROL VALVE(TYP) N r, CAP FORCONNECTION FUTURE ZONE T (206) 340 9500 F (206) 340 9519 `SE FDC I FDC :}-- I CIVIL ENGINEER & LANDSCAPE LOWER/MAIN LEVEL Cardno -- 6720 SW Macadam Ave Suite 200, Portland,OR 97219 T(503)-419-2500 6"F S— 6"F STRUCTURAL ENGINEER CONNECT TO CIVIL(NORTH) CONNECT TO CIVIL(SOUTH) Catena Engineers 1500 NE Irving St., Suite 412 Portland,OR 97232 0MECHFIRE RISER DIAGRAM - SOUTH T(503)�67-0980 SCALE: NONE ANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design ROOF 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC &AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 v T 206-378-0569 3"CW 2112"CW 2112"CW 2112"CW :I :I :I JI JI JI :I it N iI 31 iI El iI A I I I1 I COST CONSULTANT tfififitfi_ti t fitfit t t t t t t _ t t t_ t Construction Focus 1 112"HW 314" HW1"HW 314"HW 1"HW 2112"CW 2112"CW Eugene,OR 97402 314"HWR 314" HWR 314"HWR 314"HWR 314"HWR 1"HW 314"HW TOILETN112, N113- - - - - - - - - - - - - - - - - - - - /3/4CW _ _ _ - - - - - - - - - - - - - - - - - - - - MIRES: 06/30/18 44 PRar I 314" HWR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , I 314"HWR �� ff I , I 111//22;GW ' 314"HW - - - - - - - - -Le- Le- 4 - - - - - - - -Li- - -� - - - - - LL - - - - - - b - - I 3/4"CW ,�314"HW I I13/4"2"CW ' ' 314CW c�\ (,.�G+ NE-f;P/� �1 HW 1 112"CW 2112 CW `� `� `� `� `� `� 7 2"CW HW f314' HW 15713 l _ _ A314"HWR Ri 1 112' HW 2"GW 314'CW 2"CW 314"CW - - � '+- I I GWH-2 ; c�l 314"HWR ¢ c�l r k 314"HW ; 314"HW r �,.. ¢ c�l >! , 314"HW 1 ¢ '^I I-I .- r '- r G� 0 EG1,2,,,.614 0 r N N 1 0- N N I r r N N �i. 1 _p I ¢ �I r eri m N r� N ev .- ea rn N N N 314"HWR UNUyU e� U �I r x '` U g F VI �I VI 11 I 1 1 1 1 'I '1 �1 UI e-I U1 NI UI I UI I `�'I t� oL vW x U ia] C) c, N N Nri- Q Oi_ O rrrC] r m LL m m , ,sEEDETAIL :I 1 c7) d aI ' 'I ' I ' '1 'I 'I ' 'I 'I 'A 'I NI 'I ' 'I ' 'I ' �I ' - I ' I ' TI RI ' 'I I 1 'I 1 � ` 31 131 3 ( � ' 1 7 7 7 = J J ' ' J J .T 7 - � a I m 19, �jI .-.! r r- �r- .r- rr N N r N N J J J J ❑ 1 Ir II I I II I I I I 7 7 ❑ J J J .J Z = r-"' 7 ❑ } 7T4tt I4tt LI Ittt Ittt Ittt 1—ttLi = L� Itt Itt _ttt ItttttI- t _ 1- tt_ 1_t Itt _ttt t tt _ t4t I tt � _ t4t -- t t = ttttt t i 1 Ali 1 �, ,,,, ,� t t fit ttt t ti ti fi � _ ttt fit _ fifit 1 1-1- tit I _t � -� P9.01 j (SEEDESCRIPTIONS) OWER LEVEL TOILET N107E SERVERY KITCHEN PLANS FOR FIXTURE TOILET W103,W104 TOILET NiN115, NiN116, NiN1117,NiN118 TOILET NiN111, NiN112 3"CW &____ PRV-2-CWa/b- Alk CONNECT TO CIVIL P9.01 0 WATER RISER DIAGRAM - NORTH SCALE: NONE /1\ I .I al I BP2 ADD#2 04/18/18 ROOF 2 112"CW 2112"CW [2"CW / ^ \ REVISIONS DATE r2 1/2"CW 1 112"HW 1 112"HW / i1/211HW 1" HW ' 1 1/2'HW 1"HWR _I _ 314"HWR - - - T _ - - - 314"HWR 314"HWR _ _ IT 1"HWR L _ _ _ 41-- 1 _ _ ri LY. =1‘ Le- 4 1.41 4 - - - r,o„L -516-74: _ _ ' ' ' ' 2"CW 314"CW ' ' 1 112"CW ' ' 1 112"CW ' ` ' 314"CW 2"CW 1 A , , , I 1 I { 3/4"CW _ _ --�_� �— _ I " " " -\, " ! 3/4"CW 314"CW I " I , , I 3/4"HW 11 1 r - - - 1 _ ,_ , �- _ _i_ _ 314"CW 314 HW 314 HW 314 HW 112 HW 13/4"HW - - - - —113/46 CW [3/4"HW 314"CWz-1112 CW 501 . I � . 3/4"HW il a 314"HW } 314"HW '�?I� { rr r �- N N r �- r- r^ r- r UI I ! , I I I i 1I I _ II I ! l I I I INITIV V 1r II1"CW 2"CW ¢ I �I JI ¢ ¢ n ¢ 1 I I r I I I I I I I r r r- t-- , r • , , , e N N C�1 C�I u- , CV KV W N N N N1/2" I N I N I N I N I N + LC7 ILS 467 a-- r- e- U U U U U 1 1" 1" I , Z kk : CW kk ,ll CAPPED ' , I +� m m xl xI U r r- r N U N UI ,I UI UI vl UII UI al �� rl �� °°) I xl II I xl NI I I 1, HW HW CA cr5l cn! 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TIGARD, (E)3"CW i PRV-1-CWa/b- - ---- -- R.97224 © 2112"CW CW1"CWJOB N0: 16992.00 1 112"HWHW1'HWP9.01 ISSUE DATE: 06119!2018 4"CW �— - 314"HWR _ - _ _ - - /—. : 314"HWR - _ _ 314"HWR _ CONNECT TO CIVIL - _ _ _ _Fi----jrk_ _ Jurisdiction Stamp Area _ � _ _ _ - _ _ - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - mLtic_ Lif7 314"CW{TYP 4) 1 1I2'CW 314"CW 2"CWe314"CW314"CW 3/4"HW(TYP 4) 3/4"HW 3/4"HW 3/4" HW 1/2" W 1 =I I AlAlr =I =l II =l =l i xI xl co U? 111 UI <I UI ' m U UI UI UI U ' l "' —{ x cn cn co co co CO rn cn SI xl �I �I �I cxn axil JI I fiti fifi t ti 4I -- - t ___t fi ti fifi ti ti ___fit I _ 1 t J -t t t_ 1 J t tt fit t LOWER LEVEL GIRLS LOCKER ROOM (CONTINUED) WATER/FIRE RISER w DIAGRAMS co WATER RISER DIAGRAM -0SOUTH ~ SCALE: NONE c W P4 . 01 SHEET NOTES A. VIEWS LISTED IN ORDER OF CIVIL CONNECTION WITH#1AT THE /7aJ55EJtt/ SOUTHERNMOST POINT.RTHERN T POINT AND#8 AT THE architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER 4"VTR J 3"VTR ROOF _11 4"VTR 11 I L - Catena Engineers 1500 NE Irving St,Suite 412 3" 1 112"(TYP 4) 3" 4. � Portland, OR 97232 I- --_r_ I 1 112" T(503)-467-4980 IT T I 1 __ ___ ^ —1 C34 f , MECHANICAL ELECTRICAL & ! I 2^ r- r r 7 r 2 (TYP 3) 6PLUMBING ENGINEER I 1 112"(TYP 2) I I I 3" 2" 1 L 2° q I 1 1 P4.02 II Glumac o_ I 1N I I 01 900 SW Fifth Ave., ve ., S u ite 1600 I -jI Q N I LQ Jl :11 El l4 iI JI I ; 1 r r r e;, I Portland, OR 97204 (41 II Tryryr‘ � SI /- I � I 61 ~1NL f 3e rICUPPER AUX LEVEL T(503)-227-5280 -1 I v 1- FOOD SERVICE CONSULTANT ULT ANT lL, WTv�-- telI I ,, � 2^�— - - 1 1/2"(TYP 2) 2" 2" Webb Foodservice Design 33" 2" Q ?--- T--r 3700 SE LafayetteCt. ( . ) 2" 3" 1 112' ---- 3^ 2^ \ r -- r 1 112 " L- pPortland, OR 97202 ? -i -I F T - r- 7 1 112 (TYP 4) 1 112" 2"(TYP 4) I2T(503)-236-8566 ■ 1112"(TYP 4) 1T T - r Z r r rT I I �- --- --1- - r-fr- r -r r- -I TN -I II L1-____I--._ _-1 1112" I 2 (TYP 3) I I I I I 1 112^(TYP 4} 1 1 3N 2 2N ACOUSTIC & A V CONS U LTANT1 112 (TYP 3) I 2N(TYP 4) 2"(TYP1 (TYP2} 2N 1 112N 2N • 1 112" I I I - r- 1 1 .- I jr I I J 1 UI m N Ir2 I r 0 I � I 01 The Greenbusch Group� 1 - I - IQ I r N (I N I r r r � r r r r r r C�) I Cn 1 1 1900 W. Nickerson St., Suite 201 or � M r NrI r Q Q Q rI rIr I hI I r I D Q r r r J 0 NQQ IJJJJJJQ Q QQQQ ro LOWER FLe+ te+� SeLc ,1 oUI "Q> Q Lil Seattle,WA 98119 iI UiI I L4 NN u_Nic) N vy ovI 0I I dI0 LL cv �I tN-I Nlr (I , �- �� v-y�� - ��Y LuU 1 1I lLUI Q _1 MH4 N N rl rII I I 'Q oI v � .ro rj_I, "Ncoco t LL ch eL- Z T 206-378-0569 --- L— — j-E — •K7 I — � —� ±1 IT-, � ,,-,r_LN _ r.....:, EE L ,iiN t\ --[. i Li-\I � -�� T � L � -\� I . — COST CONSULTANT / 1/4-/--• `-1-\ N-I-\ \-1-\ `-i-j r—Tir-N / / Construction Focus 4" 2" 2" 2" 4" 2" 4" ' 2" 7\YI4� / 4"(65 DFU) 3" e 2" 3" 4" 3' 6" 740 Almaden St. 6 6 f / 6"SS Eugene,OR 97402 CONNECT TO CIVIL T 541-686-2031 WASTE RISER DIAGRAM - LOCKER ROOMS 0 SCALE: NONE EXPIRES: 06/30/18 Of .-.),G 1 N E"---.4--NKC:k k �' 157134 �'f 4,00 EGON 03 19 .k9 ,,, _--�J � I 3 VTR ROOF 41_3"VTR MAIN_ 3e 2 2N I 4 I © ---� r— ——r—�——T- — -- — --�--- -- -- w " N w p 4.02 1 j f -i P4.026 I 2" I e r r " N T r- " F. 1 112 1 1/2" 2 3 3 -\-_ 2' P4.02 1112 1 2 -3 L-t -I I- rT- r- T r T r--- -1112" �(TYP4) 4(TYP 8) I --T-----r� I r- I _1 1 ---- —1 z---- I I I I I I I 1 1 112" I 4/-2' I - I I I I N I t o I I r I r I I I � I I r I I o 1 ►� I _ �I LOWER i r i I rI �I rI c�I ,I ,I I .�I I .;I I I ;` r 1 I i �I i �I rl i r N Lii-, _ " O all O JI JI JI JI I d I J J J J O r O I J N I N Q J cA D O D MAIN N N r r D D t r r I I I I 1 D © v - - N LEVEL U Lr-. U E U U U U V T U U IJ-ILJ''�JIl-yl U ,� iv—N U I ca " .1-r _ v-� v--. ��- LLI �I ? 7I �I � I NI NI �I �I ` ` ` WI mI CV N CV Tr, LLI col I CV I �I N u,I N LLI N LEVEL C . ,. I . , . _ _ C _ L Lc L ---- - - - - - --- - IT , T TJJ- . %..1—`\ CD --T-11- ,, .` (E)4"SS CONNECT TO CIVIL (ESP)1CONNECT TO CIVIL WASTE RISER DIAGRAM - WASTE RISER DIAGRAM - COMMONS & MAKERS SPACE 0 SCALE: NONE SCALE: NONE 1 .1. 2"VTR "IL 3"VTR ROOF r UPPER 1 112"(TYP 2) - I I L 3"VTR J I I 3"VTR LEVEL r 1 r__ -1-_--2e- Ark . I ! P4.02 2" 1 112" I ROOF I L 2"VTR I I `� I I yi J r` r T T r -r -I 2" # REVISIONS DATE I I I 3" 2" j 1 1/2"(TYP 4) �. -.__-) 2" L--1 T I 1 r �, tc� 1 1 I �2^ I I cnl cA LA UPPER �1 i 2" 1 I 1 112"(TYP 4) 1 t L LEVEL I oo I 0 1 o I 1 ‘- 1 I SEDIMENT TRAP TYP I I I c,, cel cel cn �"I 1 cn cn cn cn �� I rn j o cn �I o �I I cn! �I I V o cnI cn 1 �I I �„ j �I Q ( ) I 3" 3" 1 1 112"(TYP 4) �- LLI Lr \ .r. lLI \r. LLI LLI LLI LLI u-1 LLI I UI LLI r. UI ,�--, u- 1r . 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U LL U L.L U U — U — LL- U — LL_ LL_ �-�,�v �,r 1.J h� UPPER TIGARD, OR.97224 I �I NI 1 NI NI �I NI NI l LEVEL ------Cp--v - -- - L L L _ �-�- JOB NO: 16992.00 �r'1 C . \ . s� \ 46 2N ISSUE DATE: 06/19/2018 3" 2" Jurisdiction Stamp Area 111 3"VTR MAIN 2" 3"-\ 2" 2" 1 112" I " 1112" r------� --I i �-- --I-�__-- - __-1 l 3" 2" 2" __, © e r w N I 1 1I2 I I P4.02 3 2 TYP S 3 3 I- � r � I i r r � r � J - -�--1 �- ( ) , 1112" 1 1112 /-21r--- 1——I r 4 7 I— r- r--7--T--r- - I 2" I 1112" I 2" I 2" I 2" I I 1112" ,I 1112" 0 j I I I--- -r--- ---1----t I- t----I I I L--i--_ I -- ^ I I I I 1 1I2"(TYP8) I r Y I �' .- r r- I� U I r I .- r I I U 1 1/2"-- 211- . 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Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene. OR 97402 T 541-686-2031 .,--- EXPIRES: 06/30/18 (---....,, ��D PROFFff� 15713 7-'7-' w4-. � ` y 0'EGONc5N 0 t' M. NO S--\I '19--\ S--\I 314"2PSI 2"2PSI 2"2PSI 2PSI 314"2PSI \__, 314"2PSI------\ # REVISIONS DATE MX RTU RTU RTU RTU RTU\ RACU RTU RACU RACU B © 3 2 / 1 4 5 / 15 6 17 16 0-5 'iiiraROOF (224'-0") (120 MBH) (480 MBH) (480 MBH) (390 MBH) (632 MBH) (632 MBH) (_MBH) (40 MBH) (__.MBH) (T MBH) (400 MBH) (250 MBH) -- 1 114"2PSI 3/4"2PSI e 1 4, ---3/4"2PSI ' 3/4"2PSI TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH ..--,,. „.,,t,,,,,„ . .,,:,..: /mu , ..,.\ 3 1-46 1-81 ) 1-82 1 83 v :_E',' ._ SCHOOL (300 MBH) (199 MBH) (20 MBH) (140 MBH) (100 MBH) (_ MBH) MODERNIZATION ,.._____________ KITCHEN -3" 2PSI 9000 SW DURHAM RD. TIGARD, OR.97224 JOB NO: 16992.00 6"2PSI ISSUE DATE: 06/19/2018 6"2PSI (14,557 MBH) GAS METER AND (P [Ti Jurisdiction Stamp Area CONECTION BY - 1" 2PSI 1 114"2PSI ---4"2PSI NORTHWEST / NATURAL a / 0 wie IL - TA 4.♦ T_ A . "` I (GH\ GWH_ B B B B 1 A 1 C 04 03 02 01 LOWER LEVEL (18T-0") KILN KILN (199 MBH) (199 MBH) (199 MBH) (3,000 MBH) {3,000 MBH) (3,000 MBH) (3,000 MBH) (240 MBH) (240 MBH) GAS RISER w DIAGRAM U) GAS RISER DIAGRAM ~ 0 SCALE: NONEct w P4 . 03 0 0 bassetti architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 Clo T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE / Cardno / ,(111) 6720 SW Macadam Ave Suite 200, Portland, OR 97219 / T(503)-419-2500 /1/: / STRUCTURAL ENGINEER OD / Catena Engineers O... �� . / 1500 NE Irving St., Suite 412 Portland, OR 97232 4" SS UP T(503)-467-4980 2" SS UP Nt MECHANICAL ELECTRICAL & ° N6 PLUMBING ENGINEER Glumac Portland, OR 97204 �, 900 SW Fifth Ave., Suite 1600 N 0, r /,. \` 2"V UP T(503)-227-5280 \--\ . �; .. .... _. .__. -. .. 314"CW . . . ...,2�_ __ ,..; SSUP 1' / 4" SS UP 2" SS UP FOOD SERVICE CONSULTANT I ' 1 112"V PROVIDE WHA BEHIND AP 2"V UP " 4 % Webb Foodservice Design 2 5S DNS _� / 1 112 CW 3700 SE Lafayette Ct. g 112"CW Portland, OR 97202 �� 3/4" HW Gt,_, - - -i I WC=2- ` ,,- — T(503)-236-8566 „L-1J x � DRY STORAGE 4"SS UP� III 1 I W106F1 �j _ I 4"4" FS-1 :1� :> ACOUSTIC & AV CONSULTANT ' Z. 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MIN 110°DEGREE INCOMING 4"4" FS-1 J 1 21 1 W/INTERNAL BOOSTER HOBART CL44E LR 314" Y WATER. - 1 1/4" MG UP _ I 1-22 1 SOILED DISH TABLE CUSTOM SIS Y A REVISIONS DATE I, I 1-23 1 PRE-RINSE ASSEMBLY FAUCET T&S B-0133-B08C 1/2" 1/2" � 2.15 I 1-24 1 SCRAP COLLECTOR SALVAJOR 5914 3/4" 3/4" 2" 1 1/2" 2.0 GPM 1-79 I 1-31 1 THREE COMPARTMENT SINK CUSTOM S/S 2" Y N el - '- -_ .--_ I SPLASH MOUNTED H-FLO UTENSIL SINK7' N 2 N 1 ,, I ®4"4" FS 1 1-33 2 FAUCETS T&S B-0291 314" 314" 1!2" CW -` I 1 *INTERCONNECT C.W.WITH FILTRATION UNIT ' -, ICE MAKER W/O BIN (SELF-CONTAINED) J 1 171- 1-37 1 MANITOWOC ID-0452A Y ITEM#143. DRAIN TO FLOOR SINK 202 S1 E1 I2-071-41 1 ICE STORAGE BIN MANITOWOC B-570 Y E2 ' I .. 11-42 1 FLOOR TROUGH MADE-TO-DRAIN ASDT-1236 3" 1 112" ' 1-43 1 WATER FILTRATION SYSTEM MANITOWOC AR 40000 1/2" INTERCONNECT C.W.WITH ICE MAKER S2 i 1-46 1 GAS DRYER ELECTROLUX EWMGD70J 1/2" 1/2" 20 ' - 2-15 I 1-55 1 EVAPORATOR COIL(FREEZER) COLD ZONE Y .i I TIGARD TUALATIN SCHOOL DISTRICT r � i 1-63 1 EVAPORATOR COIL(COOLER) COLD ZONE Y ,_ I 1-72 1 WORK TABLE WI PREP SINK CUSTOM SIS Y TIGARD HIGH . .„:„.„ . , — I 1 73 2 SPLASH MOUNTED PREP SINK FAUCET T&S B-0231-CR 112" 112" 4'4'FS ISCHOOL =' ' 1-79 1 WATER FILTRATION SYSTEM EVERPURE 9797-40 112" INTERCONNECT C.W.WITH ITEM N I 2-161 #1-83. ,- I ' - 11-81 1 4 OPEN BURNER RANGE GARLAND MST44S-E 1 114" 140 IVI 0 D E RN I Z1\T I O 1/2" HW I 1 112"V �_ INTERCONNECT GAS BETWEEN UNITS. PROVIDE 1-12 _ 111 1 2"GW DN 1-82 1 DOUBLE CONVECTION OVEN BLODGETT DFG-200-ES-DBL 314" 100 DORMONT OR EQUAL FLEX CONNECTION WI - 4 r. - I I 113 112 CW RESTRAINING DEVICE �' CC ' _ I 9000 SW DURHAM RD. _ " TIGARD, OR. 97224 2-02 1-83 1 COMBI OVEN (8 PAN) WITH STAND ALTO-SHAAM CTP7-20G 314 Y INTERCONNECT C.W.WITH WATER FILTRATION "- - - I I , SYSTEM ITEM#1-43 ' JOB NO: 16992.00 - 111/ "VL 1-95 1 WORK TABLE W/PREP SINK CUSTOM SIS Y 2-21 1 112"V I �2-01 1 WORK COUNTER W/HAND SINK CUSTOM S/S 2" 1 1/2" ISSUE DATE. 06/19/2018 � � I 2"GW DN _: � i I ' 1/2" HW 2-02 3 HAND SINK FAUCET,4" CTR, DECK MOUNT T&S B-0325-CR 1/2" 1/2" Jurisdiction Stamp Area , ' M 2-07 1 WORK COUNTER Wl HAND SINK CUSTOM SIS 2" 1 112" 4"4" FS-1 REFRIGERATED SELF-SERVICE SLIDE IN 2-15 4 COUNTER CASE(REMOTE) STRUCTURAL CONCEPTS NE3613RSSV Y I 2-15 u- -_ _ DROP-IN COLD WELL 2-16 1 LTI Di 2050TH H Y (4 PAN)(SELF-CONTAINED) I' I 2" V - ' '•� ' 4"GW DN WI WCO 2-21 1 DROP-IN HOT WELL(4 PAN) LTI DI-EF-4D-H Y Li REFRIGERATED MERCHANDISER (REMOTE) \ 2 34 2 (R E STRUCTURAL CONCEPTS B4732 Y ..... _ _ 44, ENLARGED PLAN - U = _ 1- KITCHEN z--_,, k,_ w N PROJECT NORTH TRUE ti - I� NORTH 1 2 ENLARGED KITCHEN PLAN - PLUMBING MI wSCALE: P6 . o 1/4" = 1'-0" SHEET NOTES i@_-_)1 bassetti I A. REFER TO PIPING DIAGRAMS FOR ADDITIONAL I I I INFORMATION 1 112"V(TYP 4) architects 314" HW 314" CW ' _ = 314"CW 1 112"V(TYP4) Z' i 2'&S i " v I 1 314 HW CV M e� 2" SS DN - E l ` QI` H&� f L-1 I1If 721 NW 9TH Ave, Suite 350 ' a . ' �� L-1 TP 1 ii -�_� N I /1-49 i I - J - - Portland, Oregon 97209 - _ _ I =I " L� J L J L .-HB-1 I _ T (206) 340 9500 F (206) 340 9519 -3/4" HW-314" CW- j -L_;,1 L_1 L=1 L=1 f I 1 I i , 1 I 1 1 › 1 CIVIL ENGINEER & LANDSCAPE `,- 3" FD-1 > Cardno ® �, ®3" FD-1 6720 SW Macadam Ave Suite 200, ' — — I — _ _. _'_ I_ 1 - Portland, OR 97219 =r S B — PROVIDE WHA 1 - I I j T(503)-419-2500 1 I BEHIND AP ' , ` I 314 HWC STRUCTURAL ENGINEER PROVIDE WHA BEHIND AP "ti_ 1- I WC-2 2"S(TYP 3) _T " 2V 1 WC-1 WC-2 SDN(TYP 3, ` 1 112" HW Catena Engineers U-2 U-1 U-1 U-1 i 0 UU-i U_1 U_2 - �-2112"CW 1500 NE Irving St., Suite 412 c —1 - -2"CWS - " �� — Portland, OR 97232 �A� A h It 3 VUPTOVTR I �-i 1l_ L-.J 1►-:-1 :�� TP-1 = IQ I ! 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PROVIDE WHA BEHIND AP ., ` Ct y \ / -, -.. v F 2"FD-1 / WC-1 /� OWLS / WC-1y// WC-2 �' // FD I N142 I WC-2 / / cil) / / '' ® 9000 SW DURHAM RD. / ' / ' -s2'FD-1 / ... %' / / FD TIGARD, OR. 97224 - �\J/ WCO , r / r JOB NO: 16992.00 WCO �� • WC-2 SEE FOR PIPING FROM 4"SS DN ' WC-2 ISSUE DATE: 06/19/2018 4"SS DN P2.14 WH-1 2"V Dfl / ‘' \ RESTROOM ABOVE. Jurisdiction Stamp Area //' ., ENLARGED PLANS 1— ENLARGED - MAIN LEVEL - N2 - RESTROOMS0 ENLARGED - UPPER FLOOR - N2 - RESTROOMS SCALE: 1/4" = 1' 0" SCALE: 1/4"= 11-0" I- 2 W P6 . 02 I 1 1 SHEET NOTES 11/2" HW 1 112" V 314" HW = I 2" SSDN 3/4" CW asse A. REFER TO PIPING DIAGRAMS FOR ADDITIONAL INFORMATION (4-1) - architects '• 1 L1 MS-1 I iI (� �, 3" SS DN - 721 NW 9TH Ave, Suite 350 I Portland, Oregon 97209 C11 !,. 1 112" V DN T (206) 340 9500 F (206) 340 9519 2" FDA* 3/4"CW UP ,I 3/41' HW - - i° - — - - - - - - - - } I 1 I 1 1/2" CW - I— — . _ - - - - - - - I- 1- - I CIVIL ENGINEER & LANDSCAPE . 1 II , I - Cardno 1 I. 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P 0.\ 7 _,__:_ 0-1 :� <GWH> I COST CONSULTANT e --g-- ",E, Construction Focus e` MOVE IN/OUT PATH I 740 Almaden St. / ieif \ / 0 ' Eugene, OR 97402 / ® .. T 541-686-2031 o _ ® CH l FD 2"FD-1 P 3" FD-2 3" FD 2 wF -a I, ® PROVIDE WHA BEHIND AP 1 l . �. ,; I 1 EXPIRES: 06/30/18 �= " " 2"SSD 0 2 ... . 314 HW(TYP 4) WC-1 WC-2 �� PROf �Ij , . _ �— 1 P-1 PET\ 2" CW L�1 L-1 L-1 U-2 '1 0,\G t NEF.� ply "' �- \\\ 1 H&1 , e 15713 CP DF-1 IL. , €. ello TP-1 �� CO ;. �/11w,1 (�- p G� ' 4,00!'EGON o� / FO ` 19� v 1 4 1- 3/4" HW 1 1 I�� I / J �, �ss"1 .. Lnd ( - �tr6 1 ii-- f_i__. 11 7s]F Jr-1— /�` 1 9, C- - - - - - I--- - - - . ..: _ �' ► .rte MV 1 I - - - y I \� 314" HWC , -- - - - _ - - - - - - 141 r _ \ _ 1 I II-L-1 � - - �HB-1 - J 1 (1)1' 4„ SS DNM. L1L1314 HW , - - - - - - , ,. ^ - l — '� - I � 2" V(TYP 3) 1" CW - - - - - - - —�---- �-4"4" FS-1 - ' I 2" HW I L- --_ 1 ' 1 _ X1114" HWC WC-1 r 0 4 4"VUPTOVTR ® 2 FD-1 B VB B B � , � \ :1 � 3 CW PRV-1-CWa 1131 „ ' PRV-1-CWb P9.01 L : _�� 0-1 0-2 0-3 ; 6" t:` ,,, ►:' /:` _. FD 1 � 4"4" FCO-11 I � LI 1 3" MG 1 € L — - - - ---- HD-1 I - 1 I I `� 1 4" F 4,.4,. FS-1 - , - I _ I' � 4F (------ SO SL 3"V ' -, 2"V - ._.._._ ._. _ FIREVALVE 1- 6" SS DN 1 N = CCM C+'7 S8 U 9.2 1 * S6 R ED - BOILER ROOM - PLUMBING ENLARGED - UPPER AUX LEVEL - S2 - RESTROOMS E N LA G SCALE: 114" = 1'-0" 4 SCALE: 114"= 1'-0" AO REVISIONS DATE I I & N = I I I i N - M C) l PROVIDE WHA BEHIND AP ~^ •�: MS-1 4" SS UP 314" HW 2"V DN(TYP 4) 314" HW 314 HW(TYCW P 4) - :. : _1"1I2"V(TYP 3) - - t AI 2"1SS DN 4 SS DN (TYP 4) 2112 CW TP-1 4 kr; " :y 4" SSD" P 4) _ . . 2 S5 DN(TYP 3) 1. _ ...-.. 1 112 V DN N2' ' "V UP ----- i, II -_.i !_-. _ ._. _, 3 SS DN t1c 77- 0 11- ; " '' 1 I 7 u \1 • • L. 11 _ IIS fir ,y, - f- - _- r � �_..a.. : � .. . .. . -.. .. ... .. ...... ... 2"V D r SH-2 1 SH-1 SH-1 c d SH-1 SH-1 G SH-1 SH-1 "- 4' SF 1 U_2 U=1 U=1 J.' Lij J I Q ! 4 1 112" V DN I 1 aI ' I I Ire rr� — rl� I I WC-1 WC-1 I Wc: 2 WC-2 _� — — 2" SS DN l ,1 r ■ I I 1 1 1 1 1 1 1 I [i I I I II I I f\ I I I € III I II I I N I I I III I I \l 11 11 SH-3 SH-3 I 0 4"TD-1 I I F I l i -- 1'MG , r t 1"MG TT _ LF: 31'-4^ I 2" FD 1 I __ 2"V--0-— ——— 2"V——— 4 --— C M� 2" FD-1 2° SS UP I TIGARD TUALATIN SCHOOL DISTRICT - - - I - - 1"CW ® - - 1 112" CW - I - - _ I 21 2" CW — 1 11 " TYP 4 w�,< F`' PROVIDE WHA BEHIND AP .. _ _ I 2V( ) I H _ _ _ _ 1 _ _ " T " TI _ " r 2"SSDN TCARD IGH 1 HW- _ _ _ 1 T _17 1 112 HW it - I r IHj 2" SUP WC 1 WC 2I - _ _ - - - - - - - - - 314" HWC 3" 3" FCO - - 314" HWC - - i1�2" FD1 -314" HWC L1 314HW2"VDN J SCHOOL ,_ L-1 L-1 HB-1 U2 I-'J WH-1 „ „ „ „ „ „ 1 „ „ „ „ „ , „ . , „ , „ „ „ , „ „ , „ „ , ,i-l " ( 3" SS DN ` DF- TP 1 I 4 TD-1 ,Lit - 0 MODERNIZATION 1 ' , I --- ir_ 4 I : i L —2"CW- _ ! GO LF:261-4" __ " ,. � ..,..__,�a.. 314 HW ' I. H&1 - " _,17 � .1 2 FCO0 L--11 .— ----- --- --� SI-I-1 5H-1 SH-1 W o __-_ L-7=__. --- 1 112 V 1/2"HW P 4 4 FCO - -� r I _1 : \ 4" SS UP&DN a - - is " I _._„HS-1� I V 112 = -_ 2 (TYP } g n W � - �� )1) - 0? � ,� � "V TY 3 i 1 L-1� L1 L1 I I i` 13 I i ' 9000 SW DURHAM RD. ' 112 CW ' WC-1 } WC-1 'i TIGARD, OR. 97224 3/4" CW 3/4" HW 1112" V(TYP2) _ L ----._._� -3'V U 3 4" SS UP TYP 5 2'FD-1I 1 B 16992 00 314 HW 314' CW - 1 JO NO: TP-2 _-' 2 SS DN F, _ I ^� .,0 ® 3" FD 1 ® 3" FD 12' U ISSUE DATE: Ofi11912018 I � WOMEN 1 I I ' '. 1N°" Jurisdiction Stamp Area 112"CW SL A , i,_____ _._ ...._. . . i „ , , „ , , I , _ _ ___ Et_ I .. NOTE: IDENTICAL RESTROOM ABOVE i r tr-- - _i_ ji 1_ v — I. . c., . `„ 1 . 1 M "c‘,1 i I ENLARGED PLANS S5 S6 @7_ S7. 1 S$ S9 9.2 Ili Cf) (— €1ENLARGED - LOWER LEVEL - S2 - RESTROOMS SCALE: 114”= 1'-0" , 2r: w P6 . 03 Cl. SHEET NOTES A, REFER TO PIPING DIAGRAMS FOR ADDITIONAL bassett! INFORMATION architects ;f 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 k01 CIVIL ENGINEER & LANDSCAPE 1 Cardno 6720 SW Macadam Ave Suite 200, i Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 it MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 i FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503) 236-8566 J I IL: _____J I ACOUSTIC &AV CONSULTANT The Greenbusch Group 1 [ WH-1 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 i T 206-378-0569 SC 312" HW - - ! "' COST CONSULTANT �� 4'V UP L-1 " o 1 112 V DN Construction Focus —{,r 4 4 FCO 1 314 HW 740 Almaden St. SH-3_, 0 314" CW Eugene, OR 97402 i — —3—1+—_,-1 T 541-686-2031 www 4 I ----} I SH-3--d i. . EXPIRES: 06/30/18 �' _ ' r--- - - - - - I ` _ _ 5��p `PROFFf�Q - _ - - _ _ - " 11I2'VDN � ' y 0 2 V —J I � � �`' 15713 � 1 I 2" FD-1 I � [/ rN J ! S D -e-WC--2 — — — - 06�EGON o 1 1 �o , 9 \��' lOz 68 I GONF RM I WC 2 a WHA BEHIND APiN_ ' I ' - r . ' 2468 II i L I o I I 1 1 1 I F I YM. , , ... .....,. ._i_... I I I I TP-2 �� 112" CW � , WG1 0CORRI ; I Ef00I :1; Q-IoFF�cE --- I � �� Ii, _, , , , ,,,, mr-_•_H, HB-1I =tel WC-1. l , 0 Do - -- , 1i' WC-1 C�� 2"CW 1,7 I ca--- - - — 1 112"V - I k r I, I I I WC-1 O -1 `" r - (iWHA BEHIND AP 2" FD1 a 1 112'V 'f' ; ` WC-22C2"V DN(TYP 7) ., _ iII i y 3/4'' CW - I - E �4vH-1 WORK RM. O 3/4" HW— `"""..-""' 2 SS DN ] 1 1 SH-1 ' — c,---——I - I 1 BP2 ADD#2 04/18/18 f i 4"TD-1 — — F- ' " 1 LF. 1 [ 1 i — ui° +t REVISIONS DATE k --- - - - SH-1 1, I a • -�, SH-1 I Fir/OFFICE _ , ' _ , J — 3/4"CW — SH-1 , r- 314" HW _ I , t- _ SH-1 _ .— — —I - — _ Hti I I I � I ' I I i I utII 3 I •. � -. ... _ ' I S SH-1 " I �_ 2 V DN 4"4" FCO _. 4"TD-1 I1 n 1 - LF: 31-8"— L__ _—_ SH-1 ELE� 4-- L TIGARD TUALATIN SCHOOL DISTRICT _ ___ _ • ` ;- —4 ��m TIGARD HIGH ! , ,3 _-_ = SCHOOL SH-1 OFFlGE y! N ., I NI �S 1 112" HW � � " 1 .E 3 ; _ -_- - _ MODERNIZATION - - - 1 HWC - - - STORAflE ELEVATOR MECH. \ SH-1 d 1 112" HW UP---/) TIE NEW DOMESTIC HOT zsec 26 B I 12"A J I S l I 1" HWC UP I , ' WATER AND HOT WATER J "— — — - _ 1 RETURN INTO EXISTING PIPING +� —I 7 9000 SW DURHAM RD. 1 1 - ( TIGARD, OR. 97224 -- 314"CW(TYP 4) 2 112" CWS— - — JOB NO: 16992.00 1 1/2" HWS— - - - - -,- - SH-2 3/4'HW(TYP 4) ISSUE DATE: 06/19/2018 -- -- 3/4" HWC1 — v - Jurisdiction Stamp Area w w w I I 2"VDN I i 1 2 (S1 0) � �' ENLARGED PLANS ENLARGED - MAIN LEVEL SOUTHEAST0 ENLARGED - LOWER LEVEL - S1 - RESTROOMS SCALE: 114"= 1'-0" SCALE: 114" = 1'-0" w CD 1- 2 2 w F U . 04 0 0 bassetti architects COUNTER ii 24" GREASE INTECPTOR f MANHOLE ACCESS 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 TO BUILDING T (206) 340 9500 F (206) 340 9519 J 1-1 • -- _ VENT • H a.-- GRADE -4., ' - • .a - - .4 - 6 ! - - - ° - - - " CIVIL ENGINEER & LANDSCAPE _ . 4 - -- - °: .. ' _ 4 .. -' 4..- _ , . e �' tr . -4, - _ .I' a .- - . _ Cardno tea.- 4-; a., adr - - - -�. a. 6720 SW Macadam Ave Suite 200, —_ - - - .° j 2"V Portland, OR 97219 ' „ • T(503)-419-2500 w4 . - • _ _ d . 4 I� a.6 . - ' - - 4 STRUCTURAL ENGINEER Cl ' I' ''�i _ _ =---4"SS-: I Ii ---..-4"GW Catena Engineers a. 15 0 NE Irving St., �! I i I I ] .- , Po �and, OR 97232 uite 412 \ \ IDT(503)-467-4980 --• U l_T__. SEDIMENT TRAP —1 MECHANICAL ELECTRICAL & FLOOR PLUMBING ENGINEER -; • a . - - I 1 • 1 Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 --s T(503)-227-5280 TO BUILDING WASTE FOOD SERVICE CONSULTANT NOTES: Webb Foodservice Design 3700 SE Lafayette Ct. 1. INSTALL WITH VERTICAL CLEARANCE ABOVE SEDIMENT TRAP FOR BASKET REMOVAL. NOTES: Portland, OR 97202 2. SEDIMENT TRAP TAKES THE PLACE OF SINK P-TRAP.VENT PER PLUMBING CODE. 1. INSTALL PER MANUFACTURER RECOMMENDATIONS T(503)-236-8566 3. FOR CONTINUATION SEE FLOOR PLANS. 2. PROVIDE EXTENSIONS AS NECESSARY TO MEET INVERT ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 6 SEDIMENT TRAP DETAIL GREASE INTERCEPTOR Seattle,WA 98119 T 206-378-0569 SCALE: NONE SCALE: NONE COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 EXPIRES: 06/30/18 V, INE-4,1) , 15713 r 4 0 EGON� O FULL SIZE BY-PASS VALVE 3/4" PRESSURE RELIEF VALVE SET �� 1 �' 1#j r AT SYSTEM TEST PRESSURE M i PROVIDE GOOSENECK WHEN REGULATORS CONNECT TO CW PRESSURE GAUGE (TYP) INSTALLED OUTDOORS. WALLPIPE IN WALL --WATER HAMMER ARRESTOR TRAP PRIMER LOCK-UP TYPE INTERMEDIATE REGULATOR 5 PSI SECURE TO STUDC \ 1/2" BALL VALVE CONTROL RATING. VENT SHALL BE MINIMUM OF 10' 12"X12" (MIN) I\ FROM ANY OUTSIDE AIR INTAKE. PIPE INDOOR ACCESS PANEL w� SOLENOID VALVE— alFROM SITE TO BUILDING REGULATOR VENTS TO EXTERIOR WHERE REQUIRED "� 4 FLOOR SINK SET FLUSH 1/2" CW U0 1"AIR GAP 3 _I cf I 3 WITH TOP FINISHED FLOOR. TUBING "'• RECYCLE TIMER u APPLIANCE REGULATOR ANCHORING FLANGE \ ■ PIPE TO NEAREST GAS COCK(TYP.) WITH WEEPHOLES. CAULK JOINT - . PRIMING MANIFOLD INDIRECT DRAIN ,--"--1WITH PILOT TAP N — 7UNION 3" �3" 1 \_ 11/2" ■I■ r ■ ■ r _ _... .. .. ur, .�....,...Q � .� , .,, - .1"\ - —I I: A iisINI , Ili—if , • ,_,, ___ , ... . . , as.... s'. 1 1 c a v __.„ .. — i ' �:♦:�:.,. .-�".4,...„................„.„ �' 4 a �� r �Q PRV(SET @ <72> PSI) ... .•.---:: . .. inn ■ TEST FITTING • SEALWATERTIGHT2112" 2112" IIttI il DRIP LEG (TYP) EQUIPMENT • 004st�0CONNECT 1/2"CW TO 2„ UNION (TYP) LENGTH OF NIPPLES- AGA APPROVED STAINLESS ••• M112"• • • TRAP. BELOWSTEEL BRAIDED HOSEI 1' DP4 I I'------'-'4 X PIPE DIAMETER FLOORi11 {•••••••• NO HUB CONNECTION �•�•�•� BALL VALVE(TYP OVER 400,000 BTU INPUT •••••••� • /F�1 ) PRV(SET <78> WASTE PIPE @ PSI) ,.�1 Ad,' ••0. i UNIONS(TYP) 940 tot OOP. f STRAINER WITH HOSE BIBB NOTES: .•-�•"•� ‘•••••ge f 1. PIPING SHALL BE IN ACCORDANCE WITH "NORTHWEST NATURAL GAS" REQUIREMENTS FOR 2 PSI SERVICE. '1,! •14wsaw0�:4111ri/1;i 2. SEAL ROOF PENETRATIONS WITH MEMBRANE COLLAR AND CLAMP. ftlioisorgible, ' . �9-- WITH ELECTRONIC TRAP PRIMER 3. GAS LINES SHALL BE TESTED AT 60 PSI FOR 30 MINUTES WITH NO LEAKS. NOTES: NOTES: At REVISIONS DATE 1. REFER TO PLANS FOR SIZES ND CONTINUATION. 1. REFER TO PLANS FOR SIZING AND CONTINUATION. 2. ELECTRONIC"MINI-PRIME"TRAP PRIMER BY PRECISION PLUMBING PRODUCTS, INC, MODEL#MP-500, OR EQUAL, 115 VOLT, SINGLE PHASE, DESIGNED FOR ONE TO FOUR FLOOR SINKS. PROVIDE PRIMING MANIFOLD AS NECESSARY. COORDINATE WITH ELECTRICAL INSTALLER. GAS EQUIPMENT PIPE CONNECTION FLOOR SINK PRV STATION 8 SCALE: NONE SCALE: NONE SCALE: NONE - - - - - - - - - - - - A ,r 11/4" HWR(100) - - - - - - - - - - - - _ ,) 314" HWR(100) TIGARD TUALATIN SCHOOL DISTRICT 11110 TIGARD HIGH I © SCHOOL ry,,_ „; - _, 2" HW(120) FU - 1 1/2" HW(120) — 11/4" HWR ,,,7-- 3/4" HWR MODERNIZATION THERMOMETER GAS RISER THERMOMETER 2" HW(140) GAS BRANCH INTO ROOM - HW(140) 9000 SW DURHAM RD. /— TO EQUIPMENT EPO BUTTON NEAR EXIT CP1 ) \ I - - - - - - - CP2 � 1 ! JOB NO: 6.4 \ L _ _ TIGARD, OR. AM R 49 \I 0 . „ ,VP - - , - - 16992.00 ISSUE DATE: 06/19/2018 1—(13 NI III�� , I- - - N III-0- I v Jurisdiction StarnpArea _ _ ‘ '\ N FM APPROVED UL LISTED AND DIRECT ACTING EMERGENCY 2 2 SHUTOFF VALVE. N.O. ; ET \/ MANUAL SHUT-OFF 1 /9 1 / Li_i 'I FLUE SEE MECH / ,iry_DFLUEwSINEE MECH a MOTOR TOGGLEI' n rf 11 Fl /� DRAWINGS MOTOR TOGGLERAGS DISCONNECT DISCONNECT , I _ I I GWH GWH GWH ' _ (GWH),___ 1A ( 1B 1C 2 2" CW t1------ - - N-- - - - - I� - - - - - - - 1 1/2"CW 1— - - -N-4- SEISMIC I— - - I - - - GAS GAS PLUMBING DETAILS SEISMIC , SEISMIC 0. TO CONDENSATE / TO CONDENSATE UJ BRACING(TYP) v u v V V 1 c'� u '� NUETRALIZER BRACING (TYP} u v NUETRALIZER CO I I— EMERGENCY GAS SHUT-OFF0 GAS WATER HEATERS GAS WATER HEATERS C4 SCALE: NONE SCALE: NONESCALE: NEP9 . 01 ELECTRICAL LEGEND NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS ARE APPLICABLE TO THIS ABBREVIATIONS PROJECT. REFER TO DETAILS AND NOTES FOR MOUNTING HEIGHTS. LIGHTING DISTRIBUTION & EQUIPMENT POWER DEVICES REFERENCE SYMBOLS FIRE ALARM SYSTEM (E) EXXISTING TURE TO REMAIN IMC M,L THOUSANDCIRCULARMOSDUIT SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION (R) EXISTING TO BE REMOVED KN KEYED NOTE rise i (RL) EXISTING TO BE RELOCATED KO KNOCK OUT o I RECESSED 2X4 LUMINAIRE AB ABOVE COUNTER BACKSPLASH KW KILOWATTS 1 I BRANCH CIRCUIT PANELBOARDS, SURFACE AND RECESS MOUNTED -e 0 )4 SIMPLEX RECEPTACLE-WALL, CEILING, ON ALT. O KEYED NOTE REFERENCE 'FACP FIRE ALARM CONTROL PANEL AND ASSOCIATED COMPONENTS. ACU AIR CONDITIONING UNIT KVA KILOVOLT AMPERES architects PROVIDE 120V POWER AS REQUIRED OR AS INDICATED. o SURFACE MOUNTED 2X4 LUMINAIRE ■ AC ALTERNATING CURRENT LTG LIGHTING MOTOR CONTROL CENTER WITH CODE CLEARANCES SHOWN, 0 DUPLEX RECEPTACLE WALL, CEILING, ON ALT. BRANCH CIRCUIT OR FEEDER TAG; REFER TO BRANCH CIRCUIT AND 3 - ( 125.4 ) A, AMP AMPERES LCP LIGHTING CONTROL PANEL DASHED EQUIP. = FUTURE FEEDER SCHEDULE FOR WIRE AND CONDUIT SIZES&QUANTITY. FAA FIRE ALARM ANNUNCIATOR 1 O 11 RECESSED 1X4 LUMINAIRE ADJ ADJACENT MAX MAXIMUM 0 4) DOUBLE DUPLEX RECEPTACLE-WALL, CLG, ON ALT. F AF AMPERE(RATED) FUSE OR CB FRAME MCA MINIMUM CIRCUIT AMPERES 721 NW 9TH Ave, Suite 35Q o I SURFACE MOUNTED 1X4 LUMINAIRE TRANSFORMER WITH CODE CLEARANCES SHOWN 1 FIRE ALARM SYSTEM MANUAL PULL STATION, WALL MOUNTED AFF ABOVE FINISHED FLOOR MCB MAIN CIRCUIT BREAKER -0 0 '4) * SPECIAL PURPOSE RECEPTACLE-WALL, CEILING ON ALT. POWER; REFER TO DETAIL ON DRAWING INDICATED Portland, Oregon 97209 E4.1 AFG ABOVE FINISHED GRADE MFR MANUFACTURER a RECESSED 2X2 LUMINAIRE SERVICE AND/OR DISTRIBUTION EQUIPMENT WITH CODE NEMA CONFIGURATION AS NOTED 2 ALARM BELL OR GONG AHJ AUTHORITY HAVING JURISDICTION MIN MINIMUM T (206) 340 9500 F (206) 340 9519 CLEARANCES SHOWN �, AIC EQUIPMENT SHORT CIRCUIT INTERRUPT MISC MISCELLANEOUS o SURFACE MOUNTED 2X2 LUMINAIRE RECEPTACLE TYPE SHOWN-WALL-ABOVE COUNTER BACKSPLASH, STROBE LIGHT-WALL, CEILING MOUNTED RATING(RMS SYM.AMPS) MLO MAIN LUGS ONLY CONNECTION TO MOTOR PROVIDED BY OTHERS AB SEE ARCHITECTURAL DRAWINGS. © ELEVATION TAG: REFER TO ELEVATION NUMBER ON DRAWING (#=CANDELA RATING) AL ALUMINUM(ALLOY) MO MANUAL OPERATOROY �� E4.1 INDICATEDCIVIL ENGINEER & LANDSCAPE SHADING OF ANY LUMINAIRE INDICATES CONNECTION TO ALC AUTOMATIC LIGHTING CONTROL MTD MOUNTED ALTERNATE POWER SOURCE(EMERGENCY, UPS, STANDBY, ETC.) VFD J CONNECTION TO VARIABLE FREQUENCY DRIVE WITH INTEGRAL "ON ALT." SHADED RECEPTACLES NOTED"ON ALT."ABOVE ARE CONNECTED ©l SPEAKER-WALL, CEILING MOUNTED AS AMPERE(RATED) SWITCH MTR MOTOR Cardno DISCONNECT TO ALTERNATE POWER SOURCE(EMERG., STANDBY, UPS, ETC.) PER 6720 SW Macadam Ave Suite 200, PER CIRCUITING INDICATED AT CIRCUIT BRKR TRIP SETTING (AMPS) N NEUTRAL(GROUNDED CONDUCTOR) CIRCUITING INDICATED A SECTION TAG: REFER TO SECTION NUMBER ON DRAWING © . u" COMBINATION SPEAKER/STROBE, WALL MOUNTED ATS AUTOMATIC TRANSFER SWITCH NC NORMALLY CLOSED Portland, OR 97219 I I SUSPENDED LINEAR LUMINAIRE(SIZE VARIES) D DISCONNECT SWITCH. SIZE AS NOTED OR IF NOT SHOWN SIZE PER INDICATED (#=CANDELA RATING) AUTO AUTOMATIC NEC NATIONAL ELECTRICAL CODE T(503)-419 250 CONNECTED MOTOR SIZE AND MOTOR DISCONNECT SCHEDULE 4, DUPLEX RECEPTACLE-WALL- HALF SWITCHED Mr KITCHEN EQUIPMENT TAG, REFER TO KITCHEN EQUIPMENT ©i HORN -CEILING, WALL MOUNTED AUX AUXILIARY -,NEG NEGATIVE STRUCTURAL ENGINEER [ y ! WALL MOUNTED LINEAR LUMINAIRE(SIZE VARIES) Er FUSED DISCONNECT SWITCH, SIZE AS NOTED. SIZE FUSE PER CONTROLLED DUPLEX/DOUBLE DUPLEX RECEPTACLE <K112> SCHEDULE AWG AMERICAN WIRE GAUGE NEMA NATIONAL ELECTRICAL MFGR'S ASSOC. MANUFACTURER'S RECOMMENDATIONS C C ,i, COMBINATION HORN/STROBE-WALL, CEILING MOUNTED BATT BATTERY NL NIGHT LIGHT(UNSWITCHED) Catena Engineers e SUSPENDED PENDANT LUMINAIRE(SIZE VARIES) © � BC BARE COPPER NO NORMALLY OPEN 1500 NE Irving St., Suite 412 COMBINATION SWITCH/DUPLEX RECEPTACLE MECHANICAL EQUIPMENT IDENTIFICATION TAG (#=CANDELA RATING) Portland, OR 97232 ® RECESSED DOWNLIGHT, CEILING MOUNTED ENCLOSED CIRCUIT BREAKER DISCONNECT SWITCH, TRIP SIZE AS S BG BELOW GRADE NTS NOT TO SCALE T(503)467980 BRKR CIRCUIT BREAKER NP NAMEPLATE NOTED. DUPLEX RECEPTACLE-WALL-WITH INTEGRAL GROUND FAULT EQUIP NAME EQUIPMENT BY OTHERS IDENTIFICATION TAG COMBINATION MINI HORN/STROBE-WALL, CEILING MOUNTED(#_ u., C CONDUIT(CIRCULAR RACEWAY) OC ON CENTER O SURFACE DOWNLIGHT, CEILING MOUNTED GFI CIRCUIT INTERRUPTER © � CANDELA RATING) CAB CABINET OD OUTSIDE DIAMETER MECHANICAL ELECTRICAL & DISCONNECT W/MAGNETIC MOTOR STARTER(CONTROLLER)OR CB CIRCUIT BREAKER OFC/ OWNER FURNISHED CONTRACTOR INSTALLED PLUMBING ENGINEER ® RECESSED WALLWASH CONTACTOR. SIZE PER LOAD SERVED. NEMA SIZE#1 MINIMUM. RECEPTACLE TYPE SHOWN WI WEATHERPROOF COVER AND WIRING A SPRINKLER VALVE TAMPER SWITCH CONNECTION CFM CUBIC FEET PER MINUTE OFC/ OWNER FURNISHED, OWNER INSTALLED Glumac WW DIRECTIONS WP INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER OCCUPANCY SENSOR 900 SW Fifth Ave., Suite 1600 MAGNETIC MOTOR STARTER(CONTROLLER)OR CONTACTOR. SIZE SYMBOL DESCRIPTION CKT CIRCUIT OS NG P POLE 900 SPRINKLER FLOW SWITCH CONNECTION Portland,SWOR 97204 WW DIRECTION SURFACE WALLWASH CLG CCPER LOAD SERVED. NEMA SIZE#1 MINIMUM. =Q+42" RECEPTACLE TYPE SHOWN AT SPECIAL HEIGHT T(503)-227-5280 NEW WORK BEAM TYPE SMOKE DETECTOR(BR=BEAM RECEIVER, CO CONDUIT ONLY PB PUSHBUTTON RECESSED LINEAR WALLWASH CPT CONTROL POWER TRANSFORMER PH,O PHASE P it M. CONNECTION TO EQUIPMENT PROVIDED BY OTHERS. SHADED= ON WALL MOUNTED ELECTRICAL CONNECTION TO ELECTRIFIED BR,BT BT=BEAM TRANSMITTER) FOOD SERVICE CONSULTANT ci M -0 — — — — WIRING CONCEALED IN FLOOR OR UNDER GRADE CT CURRENT TRANSFORMER PNL PANEL ALT. POWER SOURCE NOTED FURNITURE. PROVIDE 8 WIRES(4 HOTS, 1 DEDICATED NEUTRAL, 1 Webb Foodservice Design 11 SURFACE LINEAR WALLWASH OR ROUTED IN CEILING SPACE OF FLOOR BELOW. CU COPPER +,POS POSITIVE COMMON NEUTRAL, 1 IG) NEUTRALS TO BE#10 AWG. USE LIQUID- SMOKE DETECTOR, DUCT MOUNTED, WITH FULL WIDTH SAMPLING 3700 SE Ct. DC DIRECT CURRENT PRI PRIMARY ,Lafayette 97 11 > RECESSED WALL MOUNTED LUMINAIRE 0 CONNECTION TO EQUIPMENT WITH INTEGRAL DISCONNECT TIGHT FLEX. EXISTING WORK TO REMAIN TUBES. PHOTOELECTRIC TYPE UON. DISC DISCONNECT READ REQUIRED PROVIDED BY OTHERS. SHADED=ON ALTERNATE POWER SOURCE (E) T(503)-236-8566 NOTED =. CLOCK HANGER RECEPTACLE SMOKE DETECTOR, LOW AIR VELOCITY IN DUCT MOUNTED DIA DIAMETER RNC RIGID NON-METALLIC CONDUIT(PVC) zs u TRACK LIGHTING WITH HEADS AS INDICATED. (D) EXISTING WORK TO BE REMOVED ICDD PHOTOELECTRIC TYPE U.O.N. DIV DIVISION RS RAPID START EQUIPMENT OR TERMINAL ENCLOSURE AS NOTED, SURFACE AND FLUSH FLOOR BOX DEVICE-DEVICE TYPE PER SYMBOLS ABOVE DP DISTRIBUTION PANEL RST REMOTE STATION TRANSMITTER ACOUSTIC & AV CONSULTANT 131 RECESSED CEILING ADJUSTABLE POINT SOURCE 0 FUTURE WORK DPDT DOUBLE POLE DOUBLE THROW SAD SEE ARCHITECTURAL DRAWINGS The Greenbusch Group RECESS MOUNTED (F) SMOKE DETECTOR WALL, CEILING MOUNTED(P=PLENUM DPST DOUBLE POLE SINGLE THROW SEC SECONDARY 190 W. Nickerson St., Suite 201 O:1 SURFACE CEILING ADJUSTABLE POINT SOURCE ® PEDESTAL FLOOR DEVICE DEVICE TYPE PER SYMBOLS ABOVE p g R( MOUNTED, B=W/RELAY BASE, R=ELEVATOR RECALL,C=INTEGRAL Seattle,WA 98119 DAMPER MOTOR T TELEPHONE SYSTEM CONDUIT TO DOOR CLOSURE) DWG DRAWING SN SHEET NOTE TSeattle, 206-378-0569 POKE THRU UNIT WITH DUPLEX RECEPTACLE FLUSH, PEDESTAL E,EMER EMERGENCY SOL SOLENOID Q WALL MOUNTED LUMINAIRE O® O MOUNTED. MV MEDIUM VOLTAGE CONDUIT SMOKE DETECTOR MOUNTED BELOW RAISED FLOOR EF EXHAUST FAN SPD SURGE PROTECTION DEVICE BUSWAY RISER EMT ELECTRICAL METALLIC TUBING SPDT SINGLE POLE DOUBLE THROW COST CONSULTANT y WALL MOUNTED DIRECTIONAL(SIZE VARIES) BARE GROUNDING GRID OR CONDUCTORS, UON. ENOL ENCLOSURE SPST SINGLE POLE SINGLE THROW Construction Focus POKE THRU UNIT WITH DOUBLE DUPLEX RECEPTACLE-FLUSH, G ELECTROMAGNETIC DOOR HOLDER-WALL, FLOOR, DOOR CLOSURE '�° �° Do EO ELECTRICALLY OPERATED SUB SUBSTATION 740 Almaden St. ® Cip ® ® PEDESTAL MOUNTED. MOUNTED. COORDINATE WITH DOOR INSTALLER. I 0 I FLUORESCENT STRIPLIGHT-POWER FEED SECTION, FEED GROUNDING CONDUCTOR 5 ROUTED IN CODE SIZED CONDUIT, UON. C EOL END OF LINE SWBD SWITCHBOARD Eugene, OR 97402 I I THROUGH SECTION. LENGTH AS SHOWN. � � F J BUSWAY STAB-IN TYPE CIRCUIT BREAKER OR FUSE DISCONNECT. GC ( ) EWC ELECTRIC WATER COOLER SWGR SWITCHGEAR T541-686-2031 D SIZE AS NOTED. COMBO POKE THRU UNIT WITH DUPLEX RECEPTACLE AND LM DATA LOOP ISOLATION MODULE ® v ® m TELEPHONE OUTLET-FLUSH, PEDESTAL MOUNTED. STROKES INDICATE QUANTITY OF#12 AWG. CONDUCTORS, UON. EWH ELECTRIC WATER HEATER TB TERMINAL BOARD I 9 I WALL MOUNTED FLUORESCENT STRIPLIGHT NOTE: WIRING STROKES FOR 20A BRANCH CIRCUITS ARE NOT FA FIRE ALARM TDC TIME DELAY CLOSING DIAGRAMS }I CM ADDRESSABLE CONTROL MODULE EXPIRES: 12/31/19 MULTI-SERVICE FLOOR BOX CAST IN CONC. OR IN RAISED FLOOR SHOWN ON DRAWINGS. CONTRACTOR SHALL USE INFORMATION IN FM FIRE ALARM ANNUNCIATOR TDO TIME DELAY OPENING I UNDERCABINET FLUORESCENT STRIPLIGHT ® m ® m SEE ARCH DWGS; WITH RECEPTACLES&SIGNAL OUTLETS AS PANEL AND BRANCH CIRCUIT SCHEDULES TO PROVIDE REQUIRED MM ADDRESSABLE MONITOR MODULE FACP FIRE ALARM CONTROL PANEL TEL TELEPHONE \'\‘.D PROF � CIRCUITING. FBO FURNISHED BY OTHERS TYP TYPICAL \� NO t Rte CONTINUOUS LINEAR SOURCE(LED, COLD CATHODE, NEON, FIBER SYMBOL DESCRIPTION NOTED. EOL 'IIIIIr END OF LINE RESISTOR(MAY NOT BE SHOWN ON PLANS) FC FOOT CANDLES UF UNDERFLOOR 757�7P OPTIC, ETC...} o AUTOMATIC TRANSFER SWITCH(ATS) GROUND FF FLUSH FLOOR MOUNTED UG UNDERGROUND POKE THRU UNIT WITH JUNCTION BOX. RACEWAY COMPONENTS RC I FLA FULL LOAD AMPERES UL UNDERWRITERS LAB ��, 700 SERIES. E^ FIREMAN'S PHONE JACK, WALL MOUNTED o OREGON 41.4 BATTERY POWER EMERGENCY UNIT EQUIPMENT(SEE LUMINAIRE HOTFLEX FLEXIBLE UON UNLESS OTHERWISE NOTED <"� 4■■14 SCHEDULE FOR QUANTITY OF HEADS)-WALL, CEILING MOUNTED. o''"--0AUTOMATIC TRANSFER SWITCH WITH MAINTENANCE BYPASS Q Q TELE/POWER POLE, POWER POLE "J FIREMAN'S PHONE HANDSET, WALL MOUNTED FPB FAN POWERED BOX UPS UNINTERRUPTIBLE POWER SUPPLY fit/AeER �7s.�0)\ (BIATS) .9-5-. =•I I NEUTRAL t„ FSD FIRE/SMOKE DAMPER UTX UTILITY TRANSFORMER N T SL\t� ILLUMINATED EXIT SIGN, SHADED QUADRANT INDICATES FACES, P FW FLUSH WALL MOUNTED V VOLTS FIRE/SMOKE DAMPER BY DIV 15. WIDTH OF SYMBOL WILL VARY ARROWS AS SHOWN —IX--1— OVERLOADS HOME RUN WIRING TO INDICATED DESTINATION, 314"C. MIN. OR AS FU FUSE VA VOLT-AMPERES O TELE/POWER POLE WITH WHIP CONNECTION TO ELECTRIFIED v�� WITH DUCT WIDTH. PROVIDE POWER AND MONITORING AS FURNITURE L1A-1,3 OTHERWISE NOTED. CONTRACTOR SHALL USE CIRCUIT SIZES ® INDICATED. REFER TO FSD CONNECTION DETAIL. GEN GENERATOR VFD VARIABLE FREQUENCY DRIVE O BOLLARD 1 k NORMALLY CLOSED CONTACTOR OR RELAY CONTACTS - - NOTED IN RESPECTIVE SCHEDULES AND INFORMATION IN THE GFl GROUND FAULT CIRCUIT INTERRUPTER W WATT FEEDER AND BRANCH CIRCUIT SCHEDULES. G,GND GROUND Wl WITH • POLE MOUNTED LUMINAIRE-SINGLE OR DUAL HEAD 1 I NORMALLY OPEN CONTACTOR OR RELAY CONTACTS 0- - TWO-PIECE SURFACE METAL RACEWAY WITH RECEPTACLES AS O FLAME DETECTOR(FLICKER DETECTOR} GRAP GENERATOR REMOTE ANNUNCIATOR PANEL W/O WITHOUT NOTED, BACK LENGTH AS INDICATED ON THE DRAWINGS AND WITH GRC GALVANIZED RIGID STEEL CONDUIT WP WEATHERPROOF ALL FITTINGS AS REQUIRED. HD1A a CONDUIT RUN TURNED UP THROUGH FLOOR OR CEILING. CORE& HEAT DETECTOR, CEILING MOUNTED. RATE OF RISE AND FIXED INDICATES ROTATED OPTICS ' BUS DUCT FIREPROOF AS REQUIRED. ® HLO HANDLE LOCK-ON(OFF) XFR TRANSFORMER TEMPERATURE TYPE, UON. TWO OR THREE COMPARTMENT SURFACE METAL RACEWAY WITH HP HORSEPOWER XP EXPLOSION PROOF ii POST TOP MOUNTED LUMINAIRE BU5 BAR .{ i CONDUIT RUN TURNED DOWN THROUGH FLOOR OR CEILING. CORE& HPF HIGH POWER FACTOR Z ZONE C RECEPTACLES AND OUTLETS AS INDICATED, LENGTH AS INDICATED ® HEAT DETECTOR(R/C=RATE OF COMBUSTION, F=FIXED TEMP. HTR HEATER ",f N INCHES ON THE DRAWINGS. PROVIDE ALL FITTINGS AS REQUIRED. FIREPROOF AS REQUIRED. RJC,F,R ONLY, R=RATE OF RISE ONLY) HZ HERTZ(CYCLES PER SECOND) ',FT FEET IN GRADE POINT SOURCE i BATTERY GENERAL TX REMOTE MOUNTED LINE TO LOW-VOLTAGE FUSED TRANSFORMER. 7 CONDUIT STUBBED OUT AT LOCATION SHOWN. EARLY WARNING SMOKE DETECTION SYSTEM-INCLUDES ALL IES ILLUMINATING ENGINEERING SOCIETY 0 PHASE I-51 GARAGE LIGHTING LUMINAIRE WITH CUTOFF LOUVERS —jWIr-- RESISTOR CONCEAL FROM VIEW. i PROVIDE INSULATED BUSHING & PULLROPE. EWSD SAMPLING TUBING IBC INDIVIDUAL BRANCH CIRCUIT > GREATER THAN ID INSIDE DIAMETER < LESS THAN HA LUMINAIRE MARKING CONVENTION LEGEND: -) CONNECTOR, FEMALE AND MALE RESPECTIVELY r i TELEPHONE/DATA SLEEVE THROUGH WALL,ABOVE CEILING. IG ISOLATED GROUND > GREATER THAN OR EQUAL TO HA= LUMINAIRE TYPE IDENTIFICATION. SEE LUMINAIRE LIGHT(LAMP, SIGNAL LIGHT, INDICATOR LAMP, STROBE) o L EXTEND TO ACCESSIBLE TILE CLG. BOTH SIDES. TERMINATE WITH SCHEDULE. t, )) `3 PIPE GROUND SIGNAL DEVICES BUSHINGS. (1) 1.25"CO UON. COORDINATE LOCATIONS WITH CABLE FIRE ALARM OUTPUT OR RELEASE ABORT PUSHBUTTON, REFER TO 3c 3c=CIRCUITNUMBER VIA LOCAL SWITCH(LOWERCASE INSTALLER(S) PRIOR TO ROUGH-IN. SPECIFICATIONS AND DETAILS. HA LETTER)THAT SERVES THE LUMINIARE. O CONTACTOR COIL SYMBOL DESCRIPTION ■■■■■■■. 3A=CIRCUIT NUMBER/UPPERCASE LETTER COMBINATION BASKET TYPE CABLE TRAY WITH 90 DEGREE ELBOW SHOWN INDICATES LOW VOLTAGE RELAY OR LIGHTING O W AGENT RELEASE INITIATING VALVE 3A RELAY COIL _ _ TERMINALIMOUNTING BOARD,8' HIGH, 314"x4'x WIDTH AS SHOWN, CONTACTOR THAT SERVES THE LUMINAIRE FIRE RETARDANT TREATED PLYWOOD. 111111111 LADDER TYPE CABLE TRAY WITH 90 DEGREE ELBOW SHOWN BELL SILENCE SWITCH LIGHTNING SURGE ARRESTOR D= DISTRIBUTION CLASS 1 '-H SWITCHING CONTROLS D I = INTERMEDIATE CLASS SP >:�- SIGNAL SYSTEM EQUIPMENT ENCLOSURES AS NOTED SURFACE, RECESSED MOUNTED JUNCTION BOXES, WALL, CEILING AND FLUSH FLOOR MOUNTED. 4" ,�� SQ. BOX MIN., LARGER IF REQUIRED AGENT DISCHARGE SWITCH D 1 SURGE PROTECTION DEVICE SYMBOL DESCRIPTION WIRING EXTENSION POINT-CONDUIT TO MC CABLE OR LAJ CURRENT TRANSFORMER ®X COMBO TELEPHONE/DATA OUTLET-WALLMANUFACTURED WIRING SYSTEM J-BOX ABOVE ACCESSIBLE Sa SINGLE POLE SWITCH (SUPERSCRIPT DENOTES SIMILARLY MARKED X INDICATES QUANTITY OF CABLE/JACKS N ® CEILINGS AREAS, OR EXTEND CONDUIT&WIRE IN EXPOSED OR LUMINAIRES CONTROLLED TOGETHER) 3E POTENTIAL TRANSFORMER "HARD"CEILING AREAS. SHADED=ON ALT. POWER SOURCE SECURITY SYSTEM 0X 4W TELEPHONE OUTLET-WALL, W= USE HIGHER MOUNTING HEIGHT (EMERG,UPS,ETC.) S2 TWO POLE SWITCH L NORMALLY OPEN PUSH BUTTON PER MOUNTING HEIGHT DETAIL SYMBOL DESCRIPTION X INDICATES QUANTITY OF CABLE/JACKS PB PULL BOX, MIN. SIZE PER NEC., UON. S3 THREE WAY SWITCH c21.9 NORMALLY CLOSED PUSH BUTTON ClDATA OUTLET-WALL j' UNDERFLOOR RACEWAY FOURWAY SWITCH 84 --[1--. FUSED VOLTAGE SENSE LEADS X X INDICATES QUANTITY OF CABLE/JACKS IV, ACP ACCESS CONTROL PANEL(S) •'-w\-r r FLEXIBLE CONDUIT CONNECTION SK KEY OPERATED SWITCH pF METER: POWER FACTOR <}-i RF COAX CABLE OUTLET �� PS-X ELECTRIFIED PANIC HARDWARE POWER SUPPLY j\t REVISIONS DATE V//77A POWER CONNECTION TO DIV 15 FIRE/SMOKE DAMPER. REFER TO • D DIMMER SWITCH. NUMBER INDICATES WATTAGE RATING. IF NOT E1--1 COMBINATION RF COAX CABLE AND DATA OUTLET ® FSD CONNECTION DETAIL IF NOT SHOWN SHOWN THEN EQUAL TO LOAD. (KW� METER: KILOWATT HOUR �� 0 AUDIO LOUDSPEAKER-WALL, CEILING, X=WIRING ZONE CR CARD READER-WALL MOUNTED ® DIMMER SWITCH UNDER SEPARATE COVERPLATE O SQUARE REMO OUTILITY CO. MOUNTEDED SOCKET WITH METER INSTALLED. V X VOLUME CONTROL-WALL GROUNDING SYSTEM (EL) ® ELECTRIFIED LOCK HARDWARE Sp SWITCH WITH PILOT LIGHT(PILOT IS"ON WHEN SWITCH IS"ON"). SYMBOL DESCRIPTION ; DMU DIGITAL METER UNIT. REFER TO SPECIFICATIONS. -B o BELL SPL SWITCH WITH PILOT LIGHT(PILOT IS"ON WHEN SWITCH IS"OFF"). - G BARE GROUNDING GRID OR CONDUCTORS, UON. (ES) ELECTRIC STRIKE CONNECTION STB CURRENT TRANSFORMER SHORTING TERMINAL BLOCK. -EY BUZZER STS TIMER SWITCH -GC - _-. GROUNDING CONDUCTOR(S)ROUTED IN CODE SIZED CONDUIT, UON. i 0 TERMINAL FOR FIELD CONNECT, SIZE&TYPE SUITABLE FOR -Er CHIME (ML) MAGNETIC LOCK CONNECTION LOW VOLTAGEMOMENTARY CONTACT SWITCH, UPPER CASE LETTER CONDUCTOR INSTALLED. s GROUND GRID BOND POINT $sn SUPERSCRIPT INDICATES CONNECTION TO LOW VOLTAGE RELAY i-C)S SSYSTEM CLOCK/SPEAKER-WALL CEILING CONTROLLING SIMILARLY MARKED LUMINAIRES. LED INDICATOR LIGHT, PUSH TO TEST, R=RED, G= GREEN, B= BLUE, = COMBO . GROUND GRID BOND POINT-MECHANICAL CONNECTION (RX) REQUEST TO EXIT(WIRING TO ELECTRIFIED PANIC HARDWARE) Y=YELLOW, W= WHITE S WEATHERPROOF SWITCH DELTA CONNECTION M E INTERCOM E 07.8 COMPLIANT 2-WAY COMMUNICATIONS CALL STATION • GROUND GRID BOND POINT-EXOTHERMIC WELD CONNECTION TIGARD TUALATIN SCHOOL DISTRICT LINE VOLTAGE, VARIABLE SPEED FAN CONTROL SWITCH. LOCATE M= MASTER STATION �_ REQUEST TO EXIT(WALL MOUNTED IR DETECTOR ABOVE DOOR) Sv ADJACENT TO ADJACENT TO LIGHT SWITCHES. Y� GROUNDED WYE CONNECTION V=VIDEO INTERCOM SYSTEM — GROUND BAR, SEE PLANS AND SPECIFICATIONS FOR DIMENSIONS AND REQUIREMENTS TIGARD HIGH S1 CONNECTION TO GROUND M MICROPHONE JACK WALL, FLOOR (ER) EMERGENCY DOOR RELEASE BUTTON MOTOR-RATED THERMAL OVERLOAD SWITCH -@ . GROUND ROD LOCATION LIGHTING CONTROL OVERIDE SWITCH. NUMBER=ZONE 100AT -O PUSHBUTTON OR PUSHBUTTONS e GROUND ROD IN TEST WELLSC H OO L Sop' CONTROLLED 225AF p} CIRCUIT BREAKER, WITH TRIP& FRAME AMPERE RATING Kp INTRUSION DETECTION KEYPAD-WALL MOUNTED *1 AUDIOVISUAL WALL PLATE Li LIGHTNING PROTECTION PARAPET MOUNTED AIR TERMINAL 0 DOOR POSITION MONITOR SWITCH MODERNIZATIOI, PC PHOTOCELL g E gRE FUSED SWITCH, WITH FUSE AND SWITCH AMPERE RATING ® X FLUSH FLOOR DEVICE-DEVICE TYPE PER SYMBOLS ABOVE O LIGHTNING PROTECTION MID ROOF MOUNTED AIR TERMINAL (GB) GLASS BREAK SENSOR EQUIPMENT OPERATOR PUSH BUTTON STATION. PROVIDED WITH � � X INDICATES QUANTITY OF CABLE/JACKS 4 EQUIPMENT, INSTALLED AND CONNECTED BY ELECRTICAL, UON. O LIGHTNING PROTECTION AIR TERMINAL G MOTION DETECTOR �-m_ii_ INDIVIDUALLY MOUNTED CIRCUIT BREAKER PEDESTAL FLOOR DEVICE-DEVICE TYPE PER SYMBOLS ABOVE 9000 SW DURHAM RD. 4 PUSHBUTTON OR PUSHBUTTONS. x ® CIRCUIT BREAKER, MEDIUM VOLTAGE, DRAWOUT X X INDICATES QUANTITY OF CABLE/JACKS •--DLIGHTNING PROTECTION CONDUCTOR ROUTED DOWN (DS) DURESS PUSHBUTTON STATION TIGARD, OR. 97224 TC TIME CLOCK -<E°'—'-->>-- DRAWOUT CIRCUIT BREAKER WIRELESS ACCESS POINT LOCATION CEILING MOUNTED ® LIGHTNING PROTECTION BOND PLATE I-Ci<] 1--11 FIXED CAMERA-WALL,CEILING JOB NO: 16992.00 OS OCCUPANCY SENSOR-WALL MOUNTED LIGHTNING PROTECTION BIMETAL CONNECTION H D b I D Ia INDOOR DOME CAMERA-WALL/CEILING GF GROUND FAULT TRIP UNIT ISSUE DATE: 119! 018 OS 360 DEGREE OCCUPANCY SENSOR-CEILING MTD. Jurisdiction Stamp Area -9 OS 180 DEGREE OCCUPANCY SENSOR-CEILING MTD. BA BELL ALARM TRIP MODULE CONTACTS ELECTRICAL EQUIPMENT NAMING CONVENTION LEGEND E{OSH CORRIDOR/AISLE OCCUPANCY SENSOR-CEILING MOUNTED ST SHUNT TRIP UNIT, 120VAC OR VOLTAGE AS NOTED COMBINATION OCCUPANCY SENSOR&SWITCH GANGED UNDER A AM INTEGRAL AMMETER DISPLAY EXAMPLES/LEGEND EQUIPMENT TYPE SYSTEM VOLTAGE SEQUENTIAL LETTERS OR /� COMMON COVER PLATE. OCCUPANY SENSOR TO CONTROL ALL MSB-MAIN SWITCHBOARD H 480/277 VOLT ADDITIONAL DESIGNATION Sa IT b LUMINAIRES IN ROOM WITH 1/2 LIGHT REDUCTION CONTROLLED BY KEY INTERLOCK 1 © MSB H N 1 DP DISTRIBUTION PANEL L-2081120 VOLT SWITCH. I( CAPACITOR, POWER FACTOR CORRECTION, SIZE IN KVAR DP - H S 0 M PNL- BRANCH PANEL MV- MEDIUM VOLTAGE A ATS-AUTOMATIC TRANSFER SWITCH I 4 ® THERMOSTAT WALL, CEILING 10 PNL H N 1 A MTS-MANUAL TRANSFER SWITCH t SEQUENTIAL NAMING GENERATOR PNL - L S 2 B XFR-TRANSFORMER H UTX- UTILITY MAIN TRANSFORMER REGION ELECTRICAL SEPo EPO EMERGENCY POWER OFF, HEAVY-DUTY, OIL-TIGHT RED MUSHROOM- - PNL - E H N 1 C ECB ENCLOSED CIRCUIT BREAKER K KITCHEN HEAD PUSHBUTTON WITH GUARD. Ji II- FUSE, HOLDER& PULLER PNL S L S 2 M FSW-FUSED DISCONNECT SWITCH N-NORTH L LIGHTING w LEGEND AN D S SOUTH f7 LIGHTING CONTROL PANEL AND ASSOCIATED COMPONENTS. 4 CONNECTION TO CHILLER DSW-NON-FUSED DISCONNECT SW. M-MECHANICAL PROVIDE CONTROL POWER AS REQUIRED OR AS INDICATED. ABBREVIATIONS c+D SOLENOID POWER REGION SEQ. LETTERS POWER SYSTEMS FLOOR I- SYSTEM OR ADDN'L <BLANK>-NORMAL LOADS 0-LOWER LEVEL DESlG. DESIG. E-EMERGENCY POWER 1 -MAIN LEVEL1ct FLU R O O EQUIP. SYSTEM FLOOR S-STANDBY POWER 2-UPPER LEVEL (#.#) CALCULATED AVAILABLE FAULT CURRENT AT PIECE OF TYPE VOLTAGE U- UNINTERRUPTIBLE POWER(UPS) R-ROOF LU EQUIPMENT/DEVICE(KAIC) X ISSUED AS PART OF THE DRAWING PACKAGE oz X ISSUED AS PART OF THE DRAWING PACKAGE o E • ISSUED FOR REFERENCE ONLY ¢ o z • ISSUED FOR REFERENCE ONLY a g z m o o a i o 2 o O a `5 bassetti 0 0 W o to 0 o 0 0 0 m I- a I I- I- o I-- I- architects SHEET E E ce A- o E E SHEET E E co o a E E NUMBER SHEET NAME w w ,,,,`- a o w www Lu U 0 0 a a.w L3. a U, < < a a. NUMBER SHEET NAME LEGENDS,TABLES AND NOTES ENLARGED SIGNAL PLANS 721 NW 9TH Ave, Suite 350 E0.00 ELECTRICAL LEGEND AND ABBREVIATIONS X X X X X E6.11 ENLARGED PLANS-MDF/IDF ROOMS X X Portland, Oregon 97209 E0..01 ELECTRICAL DRAWING LIST X X X X X X X E6.12 ENLARGED PLANS-MDF/IDF ROOMS X T (206) 340 9500 F (206) 340 9519 E0.02 BASIS OF DESIGN AND NOTES X X X • X . E0.03 REFERENCE TABLES • X X X DETAILS E0.04 VOLTAGE DROP CALCULATIONS X X E9.03 ELECTRICAL DETAILS X X CIVIL ENGINEER& LANDSCAPE E0.05 MECHANCIAL&PLUMBING EQUIPMENT CONNECTION SCHEDULE X X E9.04 ELECTRICAL DETAILS X X X Cardno E0.06 MECHANICAL&PLUMBING EQUIPMENT CONNECTION SCHEDULE X E9.05 ELECTRICAL DETAILS X X X X 6720 SW Macadam Ave Suite 200, E9.06 ELECTRICAL DETAILS X X X Portland,OR 97219 ELECTRICAL DEMO PLANS E9.07 ELECTRICAL DETAILS X X X X T(503)-419-2500 ED1.12 !DEMO PLAN-ELECTRICAL MAIN LEVEL I X I • I • I X I I • I X E9.11 LOW-VOLTAGE DETAILS X X STRUCTURAL ENGINEER • Catena Engineers ELECTRICAL SITE AND COMPOSITE PLANS LIGHTING NOTES AND SCHEDULES 1500 NE Irving St,Suite 412 E1.00 ELECTRICAL SITE PLAN • X X EL0.01 BASIS OF DESIGN AND LUMINAIRE SCHEDULE X X Portland,OR 97232 E1.10 POWER AND SIGNAL UNDERGROUND COMPOSITE X X X • EL0.02 LUMINAIRE,LCP SCHEDULES X X T(503)-467-4980 E1.11 POWER AND SIGNAL LOWER LEVEL FLOOR PLAN COMPOSITE X X . MECHANICAL ELECTRICAL& E1.12 POWER AND SIGNAL MAIN LEVEL FLOOR PLAN COMPOSITE X X LIGHTING SITE PLAN PLUMBING ENGINEER E1.13 POWER AND SIGNAL UPPER LEVEL FLOOR PLAN SOUTH COMPOSITE X X EL1.00 1 LIGHTING SITE PLAN I I X I I 1 X Glumac E1.14 POWER AND SIGNAL UPPER LEVEL FLOOR PLAN NORTH COMPOSITE X X900 SW Fifth Ave.,Suite 1600 E1.15 POWER AND SIGNAL ROOF FLOOR PLAN COMPOSITE X X SITE PHOTOMETRICS Portland,OR 97204 EL1.01 I LIGHTING SITE PLAN PHOTOMETRIC I I I I I I T(503)-227-5280 SOUTH SECTOR PLANS • FOOD SERVICE CONSULTANT E2.11 POWER AND SIGNAL UNDERGROUND-AREA N1 X • X LIGHTING NORTH SECTOR PLANS • Webb Foodservice Design E2.12 POWER AND SIGNAL UNDERGROUND-AREA N2 X • X EL2.13 LIGHTING PLAN MAIN LEVEL-AREA N1 X X 3700 SE Lafayette Ct. E2.23 POWER AND SIGNAL LOWER LEVEL-AREA S1 X X EL2.14 LIGHTING PLAN MAIN LEVEL-AREA N2 X X Portland,OR 97202 E2.24 POWER AND SIGNAL LOWER LEVEL-AREA S2 X X EL2.15 LIGHTING PLAN UPPER LEVEL-AREA N1 X X T(503)-236-8566 E2.25 POWER AND SIGNAL MAIN LEVEL AREA S1 +UPPPER LEVEL AREA S1 X X EL2.16 LIGHTING PLAN UPPER LEVEL-AREA N2 X X ACOUSTIC &AV CONSULTANT E2.26 POWER AND SIGNAL UPPER LEVEL-AREA S2 X X LIGHTINGThe Greenbusch Group SOUTH SECTOR FLANS E2.27 POWER AND SIGNAL ROOF-AREA Si X X 1900 W.Nickerson St,Suite 201 E2.28 POWER AND SIGNAL ROOF FLOOR-S2 X X EL2.23 LIGHTING PLAN LOWER LEVEL-AREA S1 X X Seattle,WA 98119 EL2.24 LIGHTING PLAN LOWER LEVEL-AREA S2 X X T 206-378-0569 NORTH SECTOR PLANS EL2.25 LIGHTING PLAN MAIN LEVEL AREA S1 +UPPER LEVEL AREA S1 X X COST CONSULTANT E2.13 POWER AND SIGNAL MAIN LEVEL-AREA N1 X X EL2.26 LIGHTING PLAN UPPER LEVEL-AREA S2 X X Construction Focus E2.14 POWER AND SIGNAL MAIN LEVEL- AREA N2 X X • 740 Almaden St E2.15 POWER AND SIGNAL UPPER LEVEL-AREA Ni X X LIGHTING EAST SECTOR PLANS Eugene,OR 97402 E2.16 POWER AND SIGNAL UPPER LEVEL-AREA N2 X X EL2.32 I LIGHTING PLAN MAIN LEVEL-AREA El I I I X I I I I X T 541-686-2031 E2.17 POWER AND SIGNAL ROOF PLAN-AREA N1 X X MDF LEGENDS,TABLES AND NOTES-POWER E2.18 POWER AND SIGNAL ROOF PLAN-AREA N2 X X EXPIRES: 12/31/19 MDF.E01 BASIS OF DESIGN AND NOTES X • : PROFF�' E2.21 POWER AND SIGNAL UNDERGROUND-AREA Si X • • MDF.E03 MECH&PLUMB EQUIP CONN&LUMINAIRE SCHEDULES X • �� ! E2.22 POWER AND SIGNAL UNDERGROUND-AREA S2 X • • 757tI 7PE O MDF DEMO PLANS-POWER 7 ` �--, .. lo EAST SECTOR PLANS MDF.E1 1 I ELECTRICAL PLANS-DEMOLITION I I I I I I X I • OREGON ti E2.32 POWER AND SIGNAL MAIN LEVEL-AREA El X X , ti E2.33 POWER AND SIGNAL ROOF-AREA El X X MDF PLANS-POWER ��E'N Ary,"), �BOJ� MDF.E20 ELECTRICAL PLANS-LOWER LEVEL X • T. BIP DIAGRAMS AND SCHEDULES MDF.E21 ELECTRICAL PLANS-MAIN LEVEL X • E5.01 ELECTRICAL SINGLE LINE DIAGRAM • X X MDF.E22 ELECTRICAL PLANS-UPPER LEVEL!ROOF X • E5.02 PANELBOARD SCHEDULES-480V NORMAL PANELS X X E5.03 PANELBOARD SCHEDULES-208V NORMAL PANELS-NORTH X X MDF DIAGRAMS AND SCHEDULES-POWER E5.04 PANELBOARD SCHEDULES-208V NORMAL PANELS-NORTH X X MDF.E51 I SINGLE-LINE DIAGRAM AND PANEL SCHEDULES I I I I I I X I • E5.05 PANELBOARD SCHEDULES-208V NORMAL PANELS-SOUTH X X E5.06 PANELBOARD SCHEDULES-208V NORMAL PANELS-SOUTH X MDF PLANS-TECHNOLOGY E5.07 PANELBOARD SCHEDULES-STANDBY PANELS X MDF.T1 I TECHNOLOGY-MDF PLANS IIIIIIXI E5.08 PANELBOARD SCHEDULES-EMERGENCY PANELS X E5.11 SIGNAL RISER DIAGRAMS ENLARGED POWER PLANS E6.01 ENLARGED PLANS X X E6.02 ENLARGED PLANS X X E6.03 ENLARGED PLANS X X E6.04 ENLARGED PLANS-UNDERGROUND X • X • E6.05 ENLARGED PLANS-UNDERGROUND X • X • E6.06 ENLARGED PLANS E6.07 ENLARGED PLANS X X 1 BP2 ADD#1 04/04/18 At REVISIONS DATE TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERNIZATION 9000 SW DURHAM RD. TIGARD,OR.97224 JOB NO: 16992.00 . ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area ELECTRICAL F-- DRAWING LIST w co 2 ,___ _ . W E0.01 BASIS OF DESIGN ELECTRICAL NOTES LOW-VOLTAGE NOTES 1. PURPOSE: 7. PROVIDE EACH OFFICE WITH: 6. COMMUNICATIONS 1. THE CIRCUITING SHOWN IS DIAGRAMMATIC.THE DRAFTING METHOD 11. BRANCH CIRCUIT WIRE SIZES A WHERE POSSIBLE,BOXES FOR COMMUNICATIONS OUTLETS SHALL BE IN bassetti WHICH MOST SIMPLY CONVEYS THE CIRCUITING INTENT AT A GIVEN SEPARATE STUD SPACES FROM BOXES SERVING OTHER ROOMS TO architects A. THIS BASIS OF DESIGN NARRATIVE IS INTENDED TO BE USED TO SET a. ONE QUADPLEX FOR EACH COMPUTER WORK STATION A. COMMUNICATIONS BACKBONE CABLING: LOCATION IS EMPLOYED. A. WHERE BRANCH CIRCUIT WIRE SIZES ARE NOT EXPLICITLY CALLED MINIMIZE SOUND TRANSFER. THE BASIS OF UNDERSTANDING OF THE PROJECT SCOPE BETWEEN b. TWO DUPLEX RECEPTACLES OUT.BRANCH CIRCUIT WIRE SIZES FOR EACH NEW OR MODIFIED THE OWNER AND THE ASSOCIATED DESIGN PROFESSIONALS,AND TO 1. PROVIDE 24-STRAND OSI SINGLEMODE FIBER TO 2. REFER TO ONE LINE DIAGRAM FOR ADDITIONAL INFORMATION ON NAMED CIRCUIT SHALL BE BASED ON THE CIRCUIT BREAKER INDICATED ON B REFER TO ARCHITECTURAL FLOOR PLANS,INTERIOR ELEVATIONS AND COMMUNICATE TO THE CONTRACTORS THAT SCOPE OF WORK.IT 8. PROVIDE EACH CONFERENCE ROOM WITH: ELECTRICAL EQUIPMENT SHOWN. THE ELECTRICAL PANEL SCHEDULES.PROVIDE THE FOLLOWING: DETAIL DRAWINGS PRIOR TO ROUGH-IN FOR EXACT LOCATION OF 721 NW 9TH Ave, Suite 350 SHALL ALSO BE CONSIDERED BINDING IN THE SAME MANNER AS THE 7. PV SYSTEM RECEPTACLES,FLOOR BOXES,AND OUTLETS. INFORM ENGINEER OF Portland, Oregon 97209 DRAWINGS AND SPECFICATIONS ARE. a. MOUNTED BEONE LOW THE CONFERENCE X/POKE-THRU WITH A OTABLE RECEPTACLE A. SOME PROVISIONS FOR A FUTURE PV ARRAY SHALL BE PROVIDED AS 3. DETAREFEILS APPLY FORTO DETAIL RALL APPLICABLEINGS SITUATIONS WHR ADDITIONAL ETHER REFERENCED b. 20A-2P C.B. 20.2 BRANCH CIRCUIT TION.ALL a. 20A-1P C.B. 20.1 BRANCH CIRCUIT CONFLICTS VIA REQUEST-FOR-INFORMATION(RFI). T (206) 340 9500 F (206) 340 9519 2. PROJECT DESCRIPTION: b. ONE DUPLEX RECEPTACLE FOR WALL MOUNTED DISPLAY PART OF THIS PROJECT. OR NOT,UON. c. 20A-3P C.B. 20.3 COPPER FEEDER C COORDINATE LOCATIONS OF WALL-MOUNTED DEVICES WITH MONITOR d. 30A-1P C.B. 30.1 BRANCH CIRCUIT ARCHITECTURAL INTERIOR ELEVATIONS.WHERE DEVICES ARE LOCATED A. TIGARD HIGH SCHOOL LOCATED AT 900 SW DURHAM RD.TIGARD,OR c. TWO WALL MOUNTED DUPLEX RECEPTACLES B. FUTURE PV INVERTER SHALL BE LOCATED IN MECHANICAL ROOM N214. 4. CONTRACTOR IS RESPONSIBLE TO REVIEW ARCHITECTURAL DRAWINGS e. 30A-2P C.B. 30.2 BRANCH CIRCUIT ADJACENT TO ELECTRICAL DEVICES,LOCATE BOTH DEVICES WITHIN 6- CIVIL ENGINEER& LANDSCAPE 97224 WILL UNDERGO A PARTIAL DEMOLITION AND EXPANSION OF THE TO CONFIRM CEILING TYPES IN ALL ROOMS,AND TO USE THE f. 30A-3P C.B. 30.3 COPPER FEEDER INCHES OF ONE ANOTHER.ALIGN DEVICES VERTICALLY. WEST SIDE OF THE CURRENT HIGH SCHOOL.THE RENOVATED SPACE 9. PROVIDE EACH CLASSROOM WITH: C. FUTURE PV ARRAY SHALL BE LOCATED ON THE ROOF OF THE NEW APPROPRIATE WIRING METHOD FOR EACH TYPE. Cardno WILL INCLUDE A MIX OF ADMINISTRATIVE OFFICES,CLASSROOMS, NORTH WING,ABOVE MECHANICAL ROOM N214. 12. VOLTAGE DROP D CONTRACTOR IS RESPONSIBLE TO REVIEW ARCHITECTURAL DRAWINGS TO 6720 SW Macadam Ave Suite 200, INDOOR ATHLETIC FACILITIES,AS WELL AS A NEW KITCHEN AND a. TWO WALL MOUNTED CONVENIENCE DUPLEX RECEPTACLES 5. INSURE ALL J-BOXES ARE ACCESSIBLE AFTER ALL OTHER TRADE'S WORK CONFIRM CEILING TYPES IN ALL ROOMS(ACCESSIBLE,EXPOSED,OR"HARD") Portland,OR 97219 OTHER SPECIALTY SPACES SUCH AS AN AUTOMOTIVE LAB,MAKER ON EACH WALL. D. PROVIDE(2)4"SPARE CONDUITS BETWEEN MECHANICAL ROOM N214 IS COMPLETED.DO NOT LOCATE ANY J-BOXES ON"HARD"CEILINGS;ALL A. BRANCH CIRCUIT WIRE SIZES CORRESPOND TO TYPICAL SCENARIOS AND TO USE APPROPRIATE ROUTING METHOD FOR EACH DEVICE PER DIV 27 T(503)419-2500 SPACE,CERAMICS,GRAPHIC DESIGN LAB, ETC. b. ONE CEILING MOUNTED DUPLEX RECEPTACLE FOR CEILING- AND ROOF FOR FUTURE PV SYSTEM. WIRING MUST BE ACCESSIBLE THROUGH DEVICE ONLY IN"DAISEY-CHAIN" WHERE VOLTAGE DROP IS LESS THAN 3%FROM THE UPSTREAM SPECIFICATIONS. STRUCTURAL ENGINEER MOUNTED PROJECTOR. METHOD OR WITH DEDICATED HOMERUNS TO EACH DEVICE.J-BOXES MAY BRANCH PANEL.CONTRACTOR IS REQUIRED TO UPSIZE BRANCH Engineers B. AN EXISTING AUXILIARY GYM BUILDING TO THE WEST OF THE MAIN c. ONE JUNCTION BOX ABOVE DOOR WITH A SPARE 3/4"CONDUIT 8. CONSTRUCTION PHASING BE LOCATED ABOVE OTHER TRADE'S ACCESS DOORS IF FEASIBLE AND CIRCUITS AS REQUIRED TO KEEP THE VOLTAGE DROP FROM E COMMUNICATION OUTLETS HEIGHTS SHOWN ARE MEASURED FROM THE Catena1500 NIrvingvinStSuiters412 BUILDING WILL BE DEMOLISHED.ANY ITEMS THAT REQUIRE POWER (WITH PULL-STRING)RUNNING BACK TO THE ELECTRICAL DOES NOT INTERFERE WITH ACCESS. EXCEEDING 3%. FINISH FLOOR TO THE CENTERLINE OF THE OUTLET UNLESS OTHERWISE Portland,OR 97232 AND/OR DATA THAT ARE SERVED BY THAT BUILDING AND ARE TO ROOM SERVING THE CLASS ROOM. A. THE PROJECT PHASING AND ITS IMPACTS TO THE CONSTRUCTION OF NOTED. T(503)-467-4980 REMAIN SHALL BE RE-SERVED BY THE MAIN BUILDING. THE MECHANICAL,ELECTRICAL,PLUMBING,LIGHTING AND LOW 6. INSTALL ALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS AND B. VOLTAGE DROP TABLES HAVE BEEN PROVIDED ON SHEET E0.03 FOR 10. PROVIDE EACH CTE SPACE WITH: VOLTAGE SYSTEMS SHALL BE WHOLLY OWNED BY THE CM/GC INSTRUCTIONS.THESE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR'S USE IN DETERMINING APPROPRIATE WIRE SIZES F EACH ELEVATOR SHALL HAVE AN INDEPENDENT DEDICATED TELEPHONE MECHANICAL ELECTRICAL& 3. LIGHTING: (CONSTRUCTION MANAGER/GENERAL CONTRACTOR)AND THEIR SUB- BASED ON TOTAL HOMERUN DISTANCE BETWEEN THE FEEDING LINE NOT SHARED WITH OTHER ELEVATOR PHONES.ELEVATOR PHONE PLUMBING ENGINEER a. TWO WALL-MOUNTED CONVENIENCE DUPLEX RECEPTACLES CONTRACTORS. TEMPORARY FIRE,WATER,SANITARY,STORM, 7. WHERE NOTED AS OWNER-SUPPLIED ON DRAWINGS,CONTRACTOR SHALL BRANCH PANEL AND THE SERVED EQUIPMENT/DEVICE,AND THE SHALL BE ADA COMPLIANT(PUSH BUTTON). Glumac A. REFER TO LIGHTING NOTES FOR INFORMATION REGARDING GENERAL ON EACH WALL THAT DOES NOT HAVE WIREMOLD. POWER,LIGHTING AND CONDITIONING SHALL BE COORDINATED IN CONNECT EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. ASSOCIATED ELECTRICAL LOAD. 900 SW Fifth Ave.,Suite 1600 LIGHTING INTENT AND FIXTURE SELECTION.REFER TO LIGHTING b. ONE CEILING-MOUNTED DUPLEX RECEPTACLE FOR CEILING- CONJUNCTION WITH FINAL DIRECTION FROM THE OWNER,BASED ON G NO CONDUIT RUN TO EXCEED 100'WITHOUT THE INSTALLATION OF A PULL Portland,OR 97204 CONTROLS BASIS OF DESIGN FOR LIGHTING CONTROL INTENT. MOUNTED PROJECTOR. THE OWNER'S NEEDS(SAFETY, FUNCTIONALITY,ETC)DURING THE 8. PLANS INDICATE THE APPROXIMATE LOCATIONS(PLUS/MINUS A FEW FEET) C. PROVIDE J-BOX/WIREWAY SPLICES AS REQUIRE TO UPSIZE/DOWNSIZE BOX. T(503)-227-5280 c. ONE JUNCTION BOX ABOVE DOOR WITH A SPARE 3/4"CONDUIT ACTIVE CONSTRUCTION SCHEDULE. A SEPARATE"PHASING PLAN" OF ITEMS SHOWN UNLESS DIMENSIONS ARE CALLED OUT. CONDUCTORS TO ENSURE WIRE/LUG COMPATIBILITY AT BRANCH 4. FIRE ALARM: (WITH PULL-STRING)RUNNING BACK TO THE ELECTRICAL SHALL BE CREATED BY THE CM/GC AND INCLUDED AS A PROJECT PANELS AND SERVED EQUIPMENT/DEVICES. H CONDUIT BENDS SHALL NOT EXCEED(2)90 DEGREE BENDS OR 180 DEGREES FOOD SERVICE CONSULTANT ROOM SERVING THE CLASS ROOM. DOCUMENT. ANY REFERENCES TO PHASING OR TEMPORARY 9. ALL NEW RACEWAYS AND CONDUCTORS SHALL BE INSTALLED WITHOUT THE INSTALLATION OF A PULL BOX. Webb Foodservice Design A. FIRE ALARM SHALL BE DESIGN-BUILD BASED ON PERFORMANCE d. LEGRAND WIREMOLD 4000 ALONG WORKSTATION WALLS. SYSTEMS ON THESE DOCUMENTS ARE FOR REFERENCE ONLY AND CONCEALED;CUT AND PATCH EXISTING WALLS TO ACCOMODATE NEW 13. ALL EXPOSED CONDUIT LOCATED WITHIN THE OPEN TO STRUCTURE 3700 SE Lafayette Ct. SPECIFICATIONS.COMPLETE FIRE ALARM PLANS,DIAGRAMS,AND PROVIDE A DUPLEX POWER OUTLET IN WIREMOLD LOCATED ARE INTENDED TO AID IN GENERAL COORDINATION BETWEEN THE RACEWAY INSTALLATION.ALL CONDUITS TO BE INSTALLED 90 DEGREES ENVIRONMENT SHALL BE COORDINATED WITH THE DESIGN TEAM.RUNS I COORDINATE REQUIREMENTS FOR ACCESS CONTROL DOORS WITH DIVISION Portland,OR 97202 CALCULATIONS SHALL BE PROVIDED BY THE FIRE ALARM AT EACH WORKSTATION. DESIGN TEAM AND THE CONTRACTING TEAM. NO SUCH REFERENCES TO BUIDLING LINES. SHOULD BE ORGANIZED AND NEATLY ROUTED THROUGHOUT THE SPACE. 08 SPECIFICATIONS FOR DOOR HARDWARE. T(503)-236-8566 CONTRACTOR AS PART OF A DEFERRED SUBMITTAL. e. LEGRAND TELE-POWER POLE THAT ALLOWS TWO POWER TO PHASING OR TEMPORARY PROVISIONS ON THESE DOCUMENTS ELECTRICAL SUBCONTRACTOR TO PROVIDE PROPOSED ROUTINGS FOR ACOUSTIC &AV CONSULTANT CIRCUITS AND(8)NEMA 5-20 RECEPTACLES FOR THAT ARE IN CONFLICT WITH THE DETAILS OF THE"PHASING PLAN" 10. CIRCUIT SIZES ARE NOT SHOWN ON THE PLANS.CONTRACTOR SHALL USE DESIGN TEAM APPROVAL PRIOR TO INSTALLATION.SURFACE MOUNTED J PERFORM ALL WORK IN ACCORDANCE WITH APPLICABLE LOCAL,STATE,AND B. DUCT SMOKE DETECTORS SHALL BE PROVIDED BY FIRE ALARM WORKSTATIONS NOT ALONG WALLS. DOCUMENT SHALL BE USED AS LEVERAGE FOR CHANGER ORDERS CIRCUITS SIZES INDICATED IN NOTES OR RESPECTIVE SCHEDULES(PNL, MC CABLE IS NOT ALLOWED ON ANY OPEN TO STRUCTURE ENVIRONMENT. FEDERAL CODES,LAWS,AND REGULATIONS. The Greenbusch Group CONTRACTOR. • FOR CLUSTERS OF(8)WORKSTATIONS OR FEWER, DURING CONSTRUCTION. MCC,ETC.)AND INFORMATION IN THE FEEDER AND BRANCH CIRCUIT CONDUIT RUNS THAT NEED TO ROUTE AROUND EXISTING BEAMS TO BE 1900 W.Nickerson St.,Suite 201 PROVIDE ONE TELE-POWER POLE. SCHEDULES. COORDINATED WITH THE DESIGN TEAM PRIOR TO INSTALL. K ALL MATERIALS AND EQUIPMENT SHALL BE LISTED BY THE UNDERWRITER'S Seattle,WA 98119 5. ELECTRICAL DESIGN • FOR CLUSTERS WITH GREATER THAN(8)WORKSTATIONS, LABORATORIES(UL). T 206-378-0569 PROVIDE MINIMUM OF ONE TELE-POWER POLE PER(8) A. NORMAL POWER: WORKSTATIONS. L ALL EXTERIOR DEVICES ARE REQUIRED TO BE PAINTABLE TO MATCH COST CONSULTANT BUILDING FINISHES.COORDINATE FINISH COLORS WITH ARCHITECT PRIOR Construction Focus 1. ALL EXISTING ELECTRICAL DISTRIBUTION EQUIPMENT LOCATED IN 11. PROVIDE EACH COMPUTER LAB WITH: TO INSTALLATION. 740 Almaden St. THE PORTION OF THE BUILDING BEING RENOVATED WILL BE Eugene,OR 97402 T 541-686-2031 DEMOLISHED,UNLESS OTHERWISE NOTED.THIS INCLUDES a. TWO WALL-MOUNTED CONVENIENCE DUPLEX RECEPTACLES M PROVIDE PULL STRING IN ALL CONDUITS AT TIME OF CONDUIT INSTALLATION PANELBOARDS,CONDUIT,CONDUCTORS AND DEVICES. EXISTING ON EACH WALL THAT DOES NOT HAVE WIREMOLD. AND AGAIN AT TIME OF CABLE INSTALLATION. FEEDERS SERVING DISTRIBUTION EQUIPMENT BEING DEMOLISHED b. ONE CEILING-MOUNTEDDUPLEX RECEPTACLE FOR CEILING- EXPIRES: 12/31/19 WILL BE DEMO'D BACK TO THE PORTION OF THE BUILDING MOUNTED PROJECTOR. POWER NOTES N FOR CABLE INSTALLED IN OUTDOOR ENVIRONMENTS,OR INSTALLED BELOW � PRO/r, BEEXISTING TO SAFED OFF AND/THE EXISTING NG CONDUIT WIE THE EXISTING ONDUCTORS LL BE CAPPED. (WITH c. WITH ONE RUNNING BACKN BOX ABOVE DOOR ITH A SPARE 3/4"TO THE ELECTRICAL CONDUIT SLAB ON GRADE,PROVIDE CABLE RATED FOR INDOOR/OUTDOOR USE. US��G 1 NFF f14. 0� ( PULL-STRING) 1. WHERE REASONABLE,BOXES SHALL BE IN SEPARATE STUD SPACES FROM 10. FLOOR BOXES`' 757.71:T '' ROOM SERVING THE CLASS ROOM. BOXES SERVING OTHER ROOMS TO MINIMIZE SOUND TRANSFER. 0 PROVIDE 24-STRAND OS1 SINGLEMODE FIBER OPTIC CABLING FROM MDF TO 4, 2. THE RENOVATED PORTION OF TIGARD HIGH SCHOOL WILL BE d. LEGRAND WIREMOLD 4000 ALONG WORKSTATION WALLS. A. FLOOR BOXES SHALL BE TYPE EFB6S BY LEGRAND UNLESS NOTED EACH IDF ROOM,AND DEMARC ROOM.TERMINATE ON LC-ADAPTER PANELS ¢ OREGON SERVED FROM(1)NEW 480V,3PHASE,3000A MAIN SWITCHBOARD PROVIDE A DUPLEX POWER OUTLET IN WIREMOLD LOCATED F�, LOCATED IN A NEW MAIN ELECTRICAL ROOM AND FED FROM A AT EACH WORKSTATION. 2. COORDINATE EXACT MECHANICAL EQUIPMENT LOCATIONS AND OTHERWISE.PROVIDE(4)5-20 RECEPTACLES FOR POWER.REFER TO WITHIN RACK-MOUNTED FIBER DISTRIBUTION UNIT. ti ,` NEW PAD MOUNTED UTILITY TRANSFORMER. e. LEGRAND TELE-POWER POLE THAT ALLOWS TWO POWER REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. AV-SERIES OF DRAWINGS FOR AV SCOPE OF WORK. 'piFN Ati' \OJ CIRCUITS AND(8)NEMA 5-20 RECEPTACLES FOR COORDINATE CONDUIT REQUIREMENTS FOR ALL HVAC EQUIPMENT WITH P FOR WIRELESS ACCESS POINT LOCATIONS,PROVIDE(2)CAT6A CABLES WITH r BtuP B. EMERGENCY/STANDBY POWER: WORKSTATIONS NOT ALONG WALLS. CONTROLS CONTRACTOR. B. PROVIDE INTERNAL BLANK BRACKETS FOR ALL UNUSED FLOOR BOX A 20'LOOP(BLUE CABLE,YELLOW JACKS,GREY FACEPLATE).LOCATIONS • FOR CLUSTERS OF(8)WORKSTATIONS OR FEWER, COMPARTMENTS. ARE NOT YET SHOWN ON THE FLOOR PLANS,BUT SHOULD BE ASSUMED TO 1. A NEW 150KW GENERATOR WITH AN OUTDOOR ENCLOSURE AND PROVIDE ONE TELE-POWER POLE, 3. FOR ELECTRICAL CONNECTIONS AND CIRCUITING TO MECHANICAL BE AS FOLLOWS: 12HR BELLY TANK WILL BE PROVIDED. FOR CLUSTERS WITH GREATER THAN(8)WORKSTATIONS, EQUIPMENT SHOWN ON PLANS,REFER TO MECHANICAL AND PLUMBING C. COORDINATE WITH ARCHITECT TO DETERMINE COVERPLATE STYLE PROVIDE MINIMUM OF ONE TELE-POWER POLE PER(8) EQUIPMENT CONNECTION SCHEDULE. AND COLOR. (1)WIRELESS ACCESS POINT LOCATION PER EVERY 50 FEET OF CORRIDOR. 2. A DEDICATED AUTOMATIC TRANSFER SWITCH WILL BE PROVIDED WORKSTATIONS. 4. PROVIDE 4"HOUSEKEEPING PAD FOR ALL FLOOR MOUNTED ELECTRICAL D. VERIFY FINAL AND EXACT LOCATIONS WITH ARCHITECT AND OWNER. TO SERVE THE FOLLOWING EMERGENCY LOADS: EQUIPMENT. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. (1)WIRELESS ACCESS POINT LOCATION PER CLASSROOM 12. PROVIDE EACH ART ROOM WITH: 11. POKE-THRU DEVICES a. EGRESS LIGHTING 5. REFER TO ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION ON NAMED (2)WIRELESS ACCESS POINT LOCATIONS PER CLASSROOM LAB b. FIRE ALARM SYSTEM a. TWO WALL-MOUNTED CONVENIENCE DUPLEX RECEPTACLES ELECTRICAL EQUIPMENT SHOWN. A. POKE-THRU DEVICES FOR CONFERENCE AND MEETING ROOMS SHALL ON EACH WALL THAT DOES NOT HAVE WIREMOLD. BE LEGRAND TYPE 6AT FLUSH STYLE DEVICES UNLESS NOTED 3. A DEDICATED AUTOMATIC TRANSFER SWITCH WILL BE PROVIDED b. ONE CEILING MOUNTED DUPLEX RECEPTACLE FOR CEILING- 6. PROVIDE SPECIAL RECEPTACLES THAT MATCH CORD AND CAP PROVIDED OTHERWISE. PROVIDE(4)5-20 RECEPTACLES FOR POWER.REFER TO TO SERVE THE FOLLOWING STANDBY LOADS: MOUNTED PROJECTOR. WITH EQUIPMENT UNLESS NOTED OTHERWISE.USE ADJACENT NEMA T-SERIES OF DRAWINGS FOR RELATED TELECOM AND AV SCOPE OF c. ONE JUNCTION BOX ABOVE DOOR WITH A SPARE 3/4"CONDUIT CONFIGURATION NUMBER IF ONE IS SHOWN. WORK. a. MDF SERVERS (WITH PULL-STRING)RUNNING BACK TO THE ELECTRICAL b. IDF RACKS ROOM SERVING THE CLASS ROOM. 7. PROVIDE ALL RECEPTACLES WITHIN 6'OF A SINK,AND WITHIN THE SAME B. PROVIDE BLANK COVERS FOR ALL UNUSED POKE-THRU DEVICE c. MDF&IDF ROOM MECHANICAL COOLING d. DROPPED CORD REEL DUPLEX RECEPTACLE FOR SPACE,WITH GFCI PROTECTION. OPENINGS. d. SECURITY SYSTEM WORKSTATIONS NOT ALONG WALLS. e. KITCHEN WALK-IN FREEZER • FOR CLUSTERS OF(4)WORKSTATIONS OR FEWER, 8. REFER TO ARCHITECTURAL FLOOR PLANS,INTERIOR ELEVATIONS AND C. COORDINATE WITH ARCHITECT TO DETERMINE COVERPLATE STYLE f. KITCHEN WALK-IN COOLER PROVIDE ONE DROPPED CORD REEL DUPLEX DETAIL DRAWINGS PRIOR TO ROUGH-IN FOR EXACT LOCATION OF AND COLOR. g. KITCHEN HOOD EXHAUST RECEPTACLE. RECEPTACLES,FLOOR BOXES AND OUTLETS.INFORM ENGINEER OF • FOR CLUSTERS WITH GREATER THAN(4)WORKSTATIONS, CONFLICTS. D. VERIFY FINAL AND EXACT LOCATION WITH ARCHITECT AND OWNER. C. DISTRIBUTION PROVIDE MINIMUM OF ONE DROPPED CORD REEL DUPLEX RECEPTACLE PER(4)WORKSTATIONS. 9. COORDINATE EXACT LOCATIONS OF POWERED EQUIPMENT/DEVICES(PLAN E. PROVIDE POWER TO EACH NEW TRAP PRIMER FROM THE NEAREST 1. POWER WILL TYPICALLY BE DISTRIBUTED THROUGHOUT THE AND ELEVATION LOCATIONS)AND REQUIREMENTS WITH OWNER AND NEW RECEPTACLE CIRCUIT. BUILDING AT 480/277V FOR MECHANICAL SYSTEMS,LIGHTING,AND 13. PROVIDE EACH HEAVY MAKER SPACE WITH: ARCHITECT PRIOR TO ROUGH-IN.EXAMPLES INCLUDE: OTHER LARGE EQUIPMENT,AND AT 208/120V FOR CONVENIENCE POWER AND OTHER SMALL MEISCELLENOUS EQUIPMENT/DEVICES. a. EIGHT DROPPED CORD REEL DUPLEX RECEPTACLES A. TV/DISPLAY LOCATIONS b. ONE DROPPED CORD REEL L6-30 RECEPTACLE B. COPY MACHINE LOCATIONS 2. 480V/277V AND 208/120V BRANCH PANELS SHALL BE PROVIDED IN c. LEGRAND WIREMOLD 4000 ALONG WALLS THAT MY HAVE C. KITCHEN/KITCHENETTE EQUIPMENT LOCATIONS,E.G. ELECTRICAL ROOMS/CLOSETS LOCATED THROUGHOUT THE WORKBENCHES PUSHED UP AGAINST THEM. PROVIDE A a. DISHWASHERS FACILITY.STEP-DOWN TRANSFORMERS SHALL BE PROVIDED AS POWER RECEPTACLE EVERY 6'ON CENTER(MIN.) b. ICE MACHINES REQUIRED FOR 208/120V BRANCH PANELS. • PROVIDE NEMA 5-20 RECEPTACLE FOR APPROXIMATELY - 80%OF THE REQUIRED WIREMOLD OUTLETS. C. MICROWAVES 3. EITHER A CONTACTOR PANEL AND/OR SHUNT-TRIP CIRCUIT • PROVIDE NEMA L6-30 RECEPTACLES FOR APPROXIMATELY BREAKERS SHALL BE PROVIDED FOR THE KITCHEN,TO PROVIDE 20%OF THE REQUIRED WIREMOLD OUTLETS. • A REVISIONS DATE CODE-REQUIRED AUTOMATIC SHUT OFF OF KITCHEN EQUIPMENT BELOW HOODS. 14. PROVIDE EACH CERAMICS SPACE WITH: D. RECEPTACLES: a. TWO WALL MOUNTED CONVENIENCE DUPLEX RECEPTACLES ON EACH WALL. 1. ALL RECEPTACLES SHALL COMPLY WITH NEMA,NFPA AND UL. b. ONE WALL-MOUNTED CONVENIENCE DUPLEX RECEPTACLE DUPLEX AND QUADPLEX RECEPTACLES SHALL BE SINGLE PHASE, SPACED 8'ON CENTER(MIN.)ABOVE COUTERS. DEMOLITION NOTES 20 AMPS, 120 VOLT,NEMA 5-20R. c. ONE WALL-MOUNTED DUPLEX DISPLAY/TV RECEPTACLE. d. ONE JUNCTION BOX ABOVE DOOR WITH A SPARE 3/4"CONDUIT 2. GROUND FAULT CIRCUIT INTERRUPTER(GFCI)DUPLEX (WITH PULL-STRING)RUNNING BACK TO THE ELECTRICAL 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR REVIEWING 5. CONTRACTOR SHALL VERIFY CIRCUITS WITH TRACING DEVICE AND LABEL RECEPTACLES SHALL BE PROVIDED AT LOCATIONS WITHIN SIX ROOM SERVING THE CLASS ROOM. ARCHITECTURAL DEMOLITION PLANS.FOR WALLS,SOFFITS,CASEWORK, CIRCUITS AVAILABLE AT EACH J-BOX,MODIFY DRAWINGS AS REQUIRED TO FEET OF A WATER SOURCE SUCH AS A SINK.GFCI RECEPTACLES e. ONE DROPPED CORD REEL DUPLEX RECEPTACLE FOR EACH ISLANDS,CEILINGS,ETC.SHOWN TO BE DEMOLISHED,REMOVE THE DOCUMENT ACTUAL CIRCUITING. SHALL NOT SERVE OTHER RECEPTACLES FROM THEIR LOAD SIDE POTTER'S WHEEL WITH A DEDICATED CIRCUIT.POWER FOLLOWING: TERMINALS. CALCULATIONS SHALL BE BASED ON A BRENT 75LB(MODEL#C) 6. DO NOT REMOVE ANY CONDUITS SERVING EXISTING TO REMAIN ITEMS, POTTER'S WHEEL,WHICH REQUIRES 7 AMPS AT 120V/1 PH. A. TELECOM OUTLET BOXES AND RACEWAYS,COORDINATE CABLE ESPECIALLY TO: 3. PROVIDE CONVENIENCE RECEPTACLES THROUGHOUT COMMON f. ONE DROPPED CORD REEL DUPLEX RECEPTACLE FOR EACH REMOVAL WITH GENERAL CONTRACTOR AND OWNER. SPACES. TABLE. A. FAN POWERED BOXES AND OTHER MECHANICAL EQUIPMENT TO B. POWER OUTLETS,WIREMOLD,RECEPTACLES AND ALL OTHER REMAIN.REFER TO MECHANICAL DRAWINGS FOR SCOPE OF WORK. TIGARD TUALATIN SCHOOL DISTRICT 4. PROVIDE RECEPTACLES IN CORRIDORS FOR CLEANING MACHINES 15. PROVIDE EACH FITNESS ROOM WITH: ELECTRICAL DEVICES INCLUDING THEIR J-BOXES,CONDUIT AND WIRE. AT NO GREATER THAN 50'SPACING.THESE RECEPTACLES SHALL B. PANELS,DISTRIBUTION PANELS,TRANSFORMERS,ETC.,UON. TIGARD H I G H BE ON A DEDICATED CIRCUIT SERVING ONLY CORRIDOR a. WALL MOUNTED CONVENIENCE DUPLEX RECEPTACLES C. LIGHT SWITCHES INCLUDING THEIR J-BOXES,CONDUIT AND WIRE. RECEPTACLES. SPACED 20'ON CENTER(MIN.)THROUGHOUT THE SPACE. C. HVAC CONTROLS AND CONTROL PANELS,UNLESS THE PIECE OF HVAC C H 00 L D. FIRE ALARM AND OTHER LOW-VOLTAGE DEVICES INCLUDING THEIR J- EQUIPMENT IS TO BE REMOVED.REFER TO MECHANICAL DRAWINGS 5. PROVIDE MDF ROOM WITH: 16. PROVIDE AUTOSHOP WITH: BOXES,CONDUIT AND WIRE. AND SPECS.FOR SCOPE OF WORK. a. ONE L6-30R FED FROM A STANDBY PANEL FOR AN OWNER- a. TWO WALL MOUNTED CONVENIENCE DUPLEX RECEPTACLES. E. FOR ALL J-BOXES ON EXPOSED CEILINGS AND WALLS,REWORK D. CONDUITS AND J-BOXES TO FIRE ALARM DEVICES ON EXISTING TO MODERNIZATIOIN PROVIDED RACK-MOUNTED UPS. CONDUIT AND WIRING IF CIRCUIT CONTAINED OR USED IN J-BOX REMAIN WALLS. b. TWO STANDBY-POWERED WALL-MOUNTED QUADPLEX E. ELEVATORS SERVES EXISTING TO REMAIN LIGHTING OR DEVICES,RELOCATE J-BOX RECEPTACLES NEAR RACK(S),EACH WITH A DEDICATED AS REQUIRED TO ABOVE ACCESSIBLE CEILING. INTENT IS TO HAVE NO E. BRANCH CIRCUIT WORK SERVING EXISTING LIGHTING TO REMAIN. CIRCUIT. 1. TWO NEW HYDRAULIC ELEVATORS SHALL BE PROVIDED IN THIS BLANK COVERPLATES ON FINISHED SURFACES AT COMPLETION OF c. TWO NORMAL-POWERED WALL-MOUNTED QUADPLEX PROJECT BY DIVISION 14.ALL ELECTRICAL REQUIREMENTS SHALL PROJECT. F. DOOR HOLDERS,ROLL-DOWN FIRE DOORS,ROLL-UP DOORS AND 9000 SW DURHAM RD. RECEPTACLES NEAR RACK(S),EACH WITH A DEDICATED BE VERIFIED WITH FINAL SHOP DRAWINGS PROVIDED BY THE THEIR ASSOCIATED POWER AND CONTROL WIRING,UON. • TIGARD,OR.97224 CIRCUIT. ELEVATOR CONSULTANT,BUT THE BASIS OF DESIGN SHALL BE TO F. EXISTING LUMINAIRES,ASSOCIATED CONDUIT AND CONDUCTORS. d. NORMAL-POWERED WALL-MOUNTED DUPLEX RECEPTACLES PROVIDE ELECTRICAL CONNECTIONS FOR EACH ELEVATOR WITH G. EXTERIOR LIGHTING AND ASSOCIATED LIGHTING CONTROL WIRING. JOB NO: 16992.00 AROUND PERIMETER OF ROOM,WITH NO GREATER THAN 12'-0" THE ASSUMPTION EACH ELEVATOR IS 20HP. G. ALL EXIT SIGNS. ISSUE DATE: 06/19/2018 SPACING.THESE MAY SHARE A CIRCUIT. H. CONTROL,POWER WIRING AND TELECOM WIRING ASSOCIATED WITH F. MECHANICAL/PLUMBING EQUIPMENT POWER CONNECTIONS 2. WHERE REMODELING INTERFERES WITH EXISTING CIRCUITS AND ALL ELEVATORS. Jurisdiction Stamp Area 6. PROVIDE EACH IDF ROOM WITH: EQUIPMENT WHICH IS NOT TO BE REMOVED,SUCH CIRCUITS AND 1. PROVIDE POWER TO NEW MECHANICAL AND PLUMBING EQUIPMENT SHALL BE REWORKED AND RELOCATED AS REQUIRED TO I. SECURITY DEVICES,EQUIPMENT,CONDUIT AND WIRING,UNLESS a. ONE L6-30R FED FROM A STANDBY PANEL FOR AN OWNER- EQUIPMENT/DEVICES. MAINTAIN SERVICE TO ITEM.REFER ALL QUESTIONABLE SITUATIONS TO OTHERWISE NOTED. PROVIDED RACK-MOUNTED UPS. THE ENGINEER. IF AND WHEN REWORKING CIRCUITRY,DO NOT LOCATE J- b. TWO STANDBY-POWERED WALL-MOUNTED QUADPLEX 2. CIRCUIT AND POWER WIRING BY DIVISION 26 BOXES ON WALLS,EXCEPT ONES REQUIRED TO MOUNT THE ITEM.I.E.AT 7. ALL REMOVED ELECTRICAL MATERIAL,INCLUDING WIRING,RACEWAYS, RECEPTACLES NEAR RACK(S), EACH WITH A DEDICATED THE COMPLETION OF THE PROJECT THERE SHALL BE NO J-BOXES WITH OUTLETS,DEVICES,AND SUPPORTS SHALL BECOME THE PROPERTY OF CIRCUIT. 3. DISCONNECT SWITCHES ARE BY DIVSION 26 BLANK COVERPLATES ON WALLS OR CEILINGS,THE PROJECT SHALL THE CONTRACTOR AND SHALL BE REMOVED FROM THE JOB SITE. c. TWO NORMAL-POWERED WALL-MOUNTED QUADPLEX APPEAR AS NEW CONSTRUCTION. RECEPTACLES NEAR RACK(S),EACH WITH A DEDICATED 4. VARIABLE FREQUENCY DRIVES(VFDS)AND STARTERS ARE BY 8. CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO SUBMISSION OF BID CIRCUIT. DIVISION 23 3. REMOVE ALL EXISTING BRANCH CIRCUIT CONDUCTORS AND CONDUITS AND FIELD VERIFY ALL EXISTING CONDITIONS AND THE EXTENT OF THE d. NORMAL-POWERED WALL-MOUNTED DUPLEX RECEPTACLES ASSOCIATED WITH REMOVED ELECTRICAL EQUIPMENT AND DEVICES BACK DEMOLITION WORK.ALL ASSOCIATED DEMOLITION COSTS SHALL BE p AROUND PERIMETER OF ROOM,WITH NO GREATER THAN 12'-0" 5. MECHANICAL CONTROLS ARE BY DIVISION 23 TO THE EXISTING HOMERUN FROM WHICH THEY ARE FED OR THE NEAREST INCLUDED IN THE BID PRICE.NO EXTRA PAYMENT WILL BE ALLOWED FOR BASIS OF DESIGN SPACING.THESE MAY SHARE A CIRCUIT. ACTIVE DEVICE THAT IS TO REMAIN.REMOVE ALL OLD TYPE WIRING IF IT IS WORK REQUIRED BECAUSE OF DISCERNIBLE CONDITIONS,WHETHER OR 6. EXAMPLES OF EQUIPMENT/DEVICES REQUIRING POWER NOT RATED FOR 90°C. NOT SPECIFICALLY SHOWN ON THESE DRAWINGS. I- AND NOTES 7. PROVIDE EACH OFFICE WITH: CONNECTIONS INCLUDE: W 4. IF REASONABLE,EXISTING BRANCH CIRCUIT HOMERUN CONDUITS AND a. ONE QUADPLEX FOR EACH COMPUTER WORK STATION a. FAN COIL UNITS(FCU'S)-TYPICALLY 208V/1PH/15A WIRES MAY REMAIN AND BE REUSED IN THE NEW CONSTRUCTION PHASE b. TWO DUPLEX RECEPTACLES CONNECTIONS OF WORK.THE INTENT IS TO REUSE THE MAIN INFRASTRUCTURE AND I-- b. WATER HEATERS-TYPICALLY 480V/3PH CONNECTIONS REMOVE ALL THE BRANCH CIRCUITING THAT WILL NO LONGER BE USED. c. HEAT TRACE REMOVE EXISTING HOMERUNS BACK TO NEAREST USABLE EXISTING G JUNCTION BOX IF THEY WILL NOT BE USED AT THE COMPLETION OF THE i: EU _____ PROJECT. W 0 • COPPER FEEDER SCHEDULE BRANCH CIRCUIT SCHEDULE bassetti FEEDER CONDUITS CONDUCTORS PER SET NOTES FEEDER CONDUITS CONDUCTORS PER SET NOTES CIRCUIT CONDUITS CONDUCTORS PER SET WIRING NOTES architects TAG MET SETS RNC PHASE/NEUTRAL GROUND TAG MET SETS RNC PHASE/NEUTRAL GROUND TAG MET SETS RNC PHASE/NEUTRAL GROUND CONFIG. (4000.4) 3.50" 11 4.00" (4)500 KCMIL 500 KCMIL - ( 250.4 ) 2.50" 1 3.00" (4)250 KCMIL #4 - ( 60.2N ) 0.75" 1 1.00" (2)#6, (1)#6N #10 1,2W,N _ 721 NW 9TH Ave, Suite 350 (4000.3 ) 3.00" 11 4.00' (3)500 KCMIL 500 KCMIL - ( 250.3 ) 2.50" 1 3.00" (3)250 KCMIL #4 - ( 60.2 ) 0.75" 1 1.00" (2)#6 #10 10,2W - Portland, Oregon 97209 (3500.4) 3.50" 10 4.00" (4)500 KCMIL 500 KCMIL - ( 225.4 ) 2.50" 1 3.00" (4)#4/0 #4 - ( 60.1 ) 0.75" 1 1.00" (1)#6, (1)#6N #10 1i1,1W,N _ T (206) 340 9500 F (206) 340 9519 (3500.3 ) 3.00" 10 4.00" (3)500 KCMIL 500 KCMIL - ( 225.3 ) 2.00" 1 2.50" (3)#4/0 #4 - ( 50.2N ) 0.75" 1 1.00" (2)#6, (1)#6N #10 10,2W,N _ (3000.4) 3.50" 8 4.00" (4)500 KCMIL 400 KCMIL - ( 200.4 ) 2.00° 1 2.50" (4)#3/0 #6 - ( 50.2 ) 0.75" 1 1.00" (2)#6 #10 111,2W - CIVIL ENGINEER& LANDSCAPE (3000.3) 3.00" 8 4.00" (3)500 KCMIL 400 KCMIL - ( 200.3 ) 2.00" 1 2.50" (3)#310 #6 - ( 50.1 ) 0.75" 1 1.00" (1)#6, (1)#6N #10 10,1W,N - Cardno 6720 SW Macadam Ave Suite 200, (2500.4 ) 3.50" 7 4.00" (4)500 KCMIL 350 KCMIL ( 175.4 ) 2.00" 1 2.50" (4)#2/0 #6 - ( 40.2N ) 0.75" 1 1.00" (2)#8, (1)#8N #10 10,2W,N - Portland,OR 97219 T(503)-419-2500 (2500.3 ) 3.00" 7 4.00" (3)500 KCMIL 350 KCMIL - ( 175.3 ) 1.50" 1 2.00" (3)#2/0 #6 - ( 40.2 ) 0.75" 1 1.00" (2)#8 #10 10,2W _ ( 2000.4 ) 3.00" 6 4.00" (4)400 KCMIL 250 KCMIL - ( 150.4 ) 2.00" 1 2.00" (4)#1/0 #6 - ( 40.1 ) 0.75" 1 1.00" (1)#8, (1)#8N #10 10,1W,N - STRUCTURAL ENGINEER Catena Engineers ( 2000.3 ) 3.00" 6 4.00' (3)400 KCMIL 250 KCMIL - ( 150.3 ) 1.50" 1 2.00" (3)#1/0 #6 - ( 30.2N ) 0.75° 1 1.00" (2)#10,(1)#10N #10 10,2W,N _ 1500 NE Irving St,Suite 412 Portland,OR 97232 ( 1600.4) 3.00" 5 4.00" (4)400 KCMIL #4/0 - ( 125.4 ) 1.50" 1 1.50" (4)#1 #6 - ( 30.2 ) 0.75" 1 1.00" (2)#10 #10 111,2W _ T(503)-467-4980 ( 1600.3 ) 3.00" 5 4.00" (3)400 KCMIL #4/0 - ( 125.3 ) 1.25" 1 1.50" (3)#1 #6 - ( 30.1 ) 0.75" 1 1.00" (1)#10,(1)#10N #10 10,1W,N _ MECHANICAL ELECTRICAL& PLUMBING ENGINEER ( 1200.4) 3.00" 4 4.00" (4)350 KCMIL #3/0 - ( 110.4 ) 1.25" 1 1.50" (4)#2 #6 - ( 20.2N ) 0.50" 1 1.00" (2)#12,(1)#12N #12 10,2W,N 7,8 Glumac ( 1200.3 ) 3.00" 4 3.00" (3)350 KCMIL #3/0 - ( 110.3 ) 1.25" 1 1.50" (3)#2 #6 - ( 20.2 ) 0.50" 1 1.00" (2)#12 #12 111,2W 7,8 900 SW Fifth Ave.,Suite 1600 Portland,OR 97204 1000.4 3.00" 3 4.00' (4)400 KCMIL #2/0 - ( 100.4 ) 1.25" 1 1.50" (4)#2 #8 - ( 20.1 ) 0.50" 1 1.00" (1)#12,(1)#12N #12 111,1W,N 7,8 T(503)-227-5280 ( 1000.3 ) 3.00° 3 4.00" (3)400 KCMIL #2/0 _ ( 100.3 ) 1.25" 1 1.50" (3)#2 #8 - FOOD SERVICE CONSULTANT NOTES: Webb Foodservice Design ( 800.4 ) 3.00" 3 3.00" (4)300 KCMIL #1/0 - ( 90.4 ) 1.25" 1 1.50" (4)#2 #8 - 1. CONDUCTORS AND CONDUITS SHOWN IN THIS SCHEDULE ARE BASED ON COPPER CONDUCTORS 3700 SE Lafayette Ct. WITH THHN/THWN INSULATION. Portland,OR 97202 ( 800.3 ) 2.50" 3 3.00" (3)300 KCMIL #1/0 - ( 90.3 ) 1.25" 1 1.50° (3)#2 #8 - 2. THIS SCHEDULE SHALL BE USED ON ALL BRANCH CIRCUITS SERVING LOADS WHERE THE CIRCUIT T(503)-236-8566 ( 700.4 ) 3.50" 2 4.00" (4)500 KCMIL #1/0 - ( 80.4 ) 1.25" 1 1.50" (4)#4 #8 - BREAKER SIZE MATCHES THE AMPACITY OF ITS FEEDER. USE THE"MOTOR CIRCUIT SCHEDULE" FOR LOADS,SUCH AS MOTORS,PUMPS,FANS,CHILLERS,ETC.,WHERE THE CIRCUIT BREAKER SIZE ACOUSTIC&AV CONSULTANT ( 700.3 ) 3.00" 2 4.00" (3)500 KCMIL #1/0 - ( 80.3 ) 1.00" 1 1.50" (3)#4 #8 - IS LARGER THAN THE AMPACITY OF ITS FEEDER. The Greenbusch Group 3. PROVIDE GROUND WIRE NOTED ABOVE IN ALL BRANCH CIRCUITS. 1900 W. Nickerson St,Suite 201 ( 600.4 ) 3.00" 2 4.00° (4)350 KCMIL #1 - ( 70.4 ) 1.25" 1 1.50" (4)#4 #8 - 4. NOT ALL BRANCH CIRCUITS SHOWN ABOVE ARE NECESSARILY USED ON THIS PROJECT. Seattle,WA 98119 5. "MET"=EMT,IMC,GRC,RAC,OR PVC COATED GRC TYPE CONDUITS."RNC"=PVC 40,PVC 80 OR T 206-378-0569 ( 600.3 2.50" 2 3.00" (3)350 KCMIL #1 - ( 70.3 ) 1.00° 1 1.50" (3)#4 #8 - FIBERGLASS TYPE CONDUITS ROUTED UNDERGROUND. REFER TO SIZING ON DRAWINGS IF"RNC" ( 500.4 ) 2.50" 2 3.00" (4)250 KCMIL #2 ( 60.4 ) 1.00" 1 1.00" (4)#6 #10 - CONDUITS ARE ROUTED ABOVEGROUND.CONDUIT SIZES NOTED ON SINGLE-LINE DIAGRAM OR ON COST CONSULTANT PLANS SUPERSEDE SIZES NOTED ABOVE IF LARGER. Construction Focus ( 500.3 ) 2.50" 2 2.50" (3)250 KCMIL #2 - ( 60.3 ) 0.75" 1 1.00" (3)#6 #10 - 6. THIS SCHEDULE APPLIES TO STANDARD LENGTH CIRCUITS ONLY.CONTRACTOR TO UPSIZE WIRING 740 Almaden St AS REQUIRED TO MEET MINIMUM VOLTAGE DROP REQUIREMENTS INDICATED IN SPECIFICATIONS. Eugene,OR 97402 ( 450.4 ) 2.50" 2 3.00" (4)#4/0 #2 - ( 50.4 ) 1.00" 1 1.00" (4)#6 #10 - GROUND CONDUCTOR WILL ALSO NEED TO BE INCREASED PROPORTIONATELY AS REQUIRED BY T 541-686-2031 ( 450.3 ) 2.00" 2 2.50" (3)#4/0 #2 - ( 50.3 ) 0.75" 1 1.00" (3)#6 #10 - NEC. 7. THESE BRANCH CIRCUITS TAGS ARE TYPICALLY NOT SHOWN ON PLANS FOR CLARITY REASONS. EXPIRES: 12/31/19 _ ( 400.4 ) 2.00" 2 2.50° (4)#3/0 #2 - ( 40.4 ) 0.75" 1 1.00" (4)#8 #10 - CONTRACTOR SHALL USE THIS INFORMATION AS IT APPLIES FOR ALL CONDUITS CONTAINING ONE �� PROT ( 400.3 ) 2.00" 2 2.50" (3)3/0 #2 - ( 40.3 ) 0.75" 1 1.00" (3)#8 #10 - OR MORE 20A/1P CIRCUITS. �`� ,t,G t NE-4, 8. CONTRACTOR MAY COMBINE 20A 1 AND 2-POLE CIRCUITS,UP TO A MAXIMUM OF(3)PHASE .p y ( 350.4 ) 3.50" 1 4.00" (4)500 KCMIL #2 - ( 30.4 ) 0.75" 1 1.00" (4)#10 #10 - CONDUCTORS,IN ONE CONDUIT.ALL 3-PHASE AND CIRCUITS LARGER THAN 20A SHALL BE IN ' 757,7PE DEDICATED CONDUITS,UON.PROVIDE DEDICATED NEUTRALS FOR EACH 1-POLE CIRCUIT. 11'40 350.3 2.50" 1 4.00" (3)500 KCMIL #2 - ( 30.3 ) 0.75" 1 1.00" (3)#10 #10 - 9. ALL HOMERUNS SHALL USE 0.75"CONDUIT SIZE MINIMUM. o OREGON ti - �,p�� ‘9,:tib~J't ( 300.4 ) 3.00" 1 3.00' (4)350 KCMIL #4 - ( 20.4 ) 0.75" 1 1.00" (4)#12 #12 l4 T. Bt_�A° ( 300.3 ) 2.50" 1 3.00" (3)350 KCMIL #4 _ ( 20.3 ) 0.75" 1 1.00" (3)#12 #12 - ( --:K ) 7 ( XFR ) 8 MOTOR CIRCUIT SCHEDULE ( SCHD ) 9 ( UTIL ) 10 FEEDER CONDUITS CD CONDUCTORS PER SET NOTES TAG MET SETS RNC PHASE/NEUTRAL GROUNDc NOTES: (800.3M) 3.00" 2 4.00" (3)500 KCMIL #1/0 - 1. CONDUCTORS AND CONDUITS SHOWN IN THIS SCHEDULE ARE BASED ON COPPER CONDUCTORS WITH THHNITHWN INSULATION. 2. THIS SCHEDULE SHALL BE USED ON ALL FEEDERS SERVING LOADS WHERE THE CIRCUIT BREAKER SIZE MATCHES THE AMPACITY OF ITS FEEDER.USE THE"MOTOR CIRCUIT (700.3M) 3.00" 2 3.00" (3)400 KCMIL #1/0 - SCHEDULE"FOR LOADS,SUCH AS MOTORS,PUMPS,FANS,CHILLERS,ETC.,WHERE THE CIRCUIT BREAKER SIZE IS LARGER THAN THE AMPACITY OF ITS FEEDER. 3. PROVIDE GROUND WIRE NOTED ABOVE IN ALL FEEDERS AND BRANCH CIRCUITS.WHERE MULTIPLE CONDUITS ARE INDICATED PROVIDE NOTED GROUND WIRE IN EACH CONDUIT. (600.3M) 2.50" 2 3.00" (3)350 KCMIL #1 - 4. NOT ALL FEEDERS ARE NECESSARILY USED ON THIS PROJECT. (500.3M) 2.50" 2 2.50" (3)250 KCMIL #2 - 5. NOMINAL AMPACITIES GREATER THAN 100 AMPS ARE FOR 75 DEG..0 TERMINALS. 6. "MET"=EMT, IMC,GRC,RAC,OR PVC COATED GRC TYPE CONDUITS."RNC"=PVC 40,PVC 80 OR FIBERGLASS TYPE CONDUITS ROUTED UNDERGROUND. REFER TO SIZING ON DRAWINGS (450.3M) 2.00" 2 2.00" (3)#4/0 #2 - IF"RNC"CONDUITS ARE ROUTED ABOVEGROUND.CONDUIT SIZES NOTED ON SINGLE-LINE DIAGRAM OR ON PLANS SUPERSEDE SIZES NOTED ABOVE IF LARGER. 7. OVERSIZED(173%MIN.)NEUTRAL FOR FEEDERS CONNECTED TOA K-4 OR HIGHER RATED TRANSFORMER. (400.3M) 3.00" 1 4.00" (3)500 KCMIL #2 - 8. REFER TO TRANSFORMER SCHEDULE FOR STANDARD PRIMARY AND SECONDARY FEEDER SIZES. (350.3M) 3.00" 1 3.00" (3)400 KCMIL #2 - 9. REFER TO MCC OR PANEL SCHEDULES FOR FEEDER SIZES TO EQUIPMENT NOTED WITH THIS TAG. 10. UTILITY FEEDER PER UTILITY REQUIREMENTS.VERIFY DUCT REQUIREMENTS WITH UTILITY PRIOR TO CONSTRUCTION AND PROVIDE DUCT IN ACCORD WITH VERIFIED RESULTS. (300.3M) 2.50" 1 3.00" (3)350 KCMIL #4 - CONDUIT AND ASSOCIATED WORK TO PROVIDE A PATHWAY SHALL BE BY THE ELECTRICAL CONTRACTOR,CONDUCTORS SHALL BE BY THE UTILITY. (250.3M ) 2.50" 1 2.50" (3)250 KCMIL #4 - (225.3M) 2.00" 1 2.00" (3)#4/0 #4 - (200.3M) 2.00° 1 2.00" (3)#3/0 #6 - (175.3M) 1.50" 1 2.00" (3)#2/0 #6 - (150.3M) 1.50" 1 1.50" (3)#1/0 #6 - T RAN S F O R M E R SCHEDULE (125.3M) 1.25" 1 1.50" (3)#2 #6 - - (110.3M) 1.25" 1 1.50" (3)#2 #6 - 480V PRIMARY 480Y/277V SECONDARY 208Y/120V SECONDARY - KVA WEIGHT (100.3M) 1.00" 1 1.50" (3)#4 #8 - C.B. FEEDER C.B. FEEDER GND C.B. FEEDER GND / * \ REVISIONS DATE ( 90.3M ) 1.00" 1 1.50" (3)#4 #8 - 15 30/3 ( 30.3 ) 30/3 ( 30.4 ) #8 50/3 ( 50.4 ) #8 275 30 50/3 ( 50.3 ) 50/3 ( 50.4 ) #8 100/3 ( 110.4 ) #8 340 (80.3M ) 1.00" 1 1.50" {3}#4 #8 - ( 70.3M ) 0.75" 1 1.00" (3)#6 #8 - 45 70/3 ( 70.3 ) 70/3 ( 70.4 ) #6 150/3 ( 150.4 ) #6 475 ( 60.3M ) 0.75" 1 1.00" (3)#8 #10 - 75 125/3 ( 125.3 ) 125/3 ( 125.4 ) #2 225/3 ( 225.4 ) #2 1060 (50.3M ) 0.75" 1 1.00" (3)#10 #10 - 112.5 175/3 ( 175.3 ) 175/3 ( 175.4 ) #1/0 400/3 ( 400.4 ) #1/0 1250 (40.3M ) 0.75" 1 1.00" (3)#10 #10 - 150 225/3 ( 225.3 ) 225/3 ( 225.4 ) #2/0 500/3 ( 500.4 ) #2/0 2130 (30.3M ) 0.75" 1 1.00" (3)#12 #10 - 225 350/3 ( 350.3 ) 350/3 ( 350.4 ) #3/0 800/3 ( 800.4 ) #3/0 2665 ( 20.3M ) 0.75° 1 1.00' (3)#12 #12 - 300 450/3 ( 450.3 ) 450/3 ( 450.4 ) #3/0 1000/3 ( 1000.4) #3/0 4190 GENERAL NOTES: 500 800/3 ( 800.3 ) 800/3 ( 800.4 ) #4/0 1600/3 ( 1600.4) #4/0 3480 1. THE NUMBER PORTION BEFORE THE PERIOD IS THE AMPACITY OF THE BREAKER 750 1200/3 (1200.3 ) 1200/3 (1200.4 ) #4/0 2500/3 ( 2500.4) #4/0 3710 SERVING THE MOTOR LOAD,NOT THE AMPACITY OF THE FEEDER. 2. CONDUCTORS AND CONDUITS SHOWN IN THIS SCHEDULE ARE BASED ON COPPER TIGARD TUALATIN SCHOOL DISTRICT NOTES: CONDUCTORS WITH THHN/THWN INSULATION. 1. THIS SCHEDULE APPLIES TO 3-PHASE,480:480Y/277V AND 480:208Y/120V DRY-TYPE STEP-DOWN TRANSFORMERS ONLY. 3. THIS MOTOR BRANCH CIRCUIT SCHEDULE SHALL BE USED FOR ALL CIRCUITS TI GAR D H I G H 2. ON ONE-LINE DIAGRAMS AND SCHEDULES WHERE FEEDERS AND CIRCUIT BREAKERS ARE SHOWN AS"XFR",PROVIDE RESPECTIVE FEEDERS,GROUND AMPACIlWHERE THE CIRCUIT CULT CONDUCTORS. PROTECTINGORS.EXAMPLESTHE LOAD ISO LARGER THAN THE CONDUCTORS AND BREAKERS NOTED ABOVE.PROVIDE SECONDARY BREAKER NOTED ABOVE AS MAIN CIRCUIT BREAKER INTEGRAL IN DISTRIBUTION,PANEL AND ELEVATORS,OTHE CIRCUIT CONDUCTORS. ARE:MOTORS,CHILLERS, S H O O L SWITCH BOARDS,UON. FANS,PUMPS,ETC. 4. PROVIDE GROUND WIRE NOTED ABOVE IN ALL CONDUITS.WHERE MULTIPLE 3. GROUND CONDUCTOR SIZES INDICATED ABOVE SUPERSEDE GROUND CONDUCTORS SHOWN ON FEEDER SCHEDULE.ROUTE COPPER GROUNDING CONDUCTOR TO GROUNDING ELECTRODE PER NEC.PROVIDE BONDING ALSO PER NEC.COMMON LEAD OF LARGEST REQUIRED SIZE MAY BE EMPLOYED TO SERVE MULTIPLE CONDUITS ARE INDICATED PROVIDE NOTED GROUND WIRE IN EACH CONDUIT. IV!O D E R N I ZAT I O I` TRANSFORMERS. 5. NOT ALL FEEDERS ARE NECESSARILY USED ON THIS PROJECT. 4. NOT ALL TRANSFORMER SIZES INDICATED IN THIS SCHEDULE ARE NECESSARILY USED ON THIS PROJECT. 6. NOMINAL AMPACITIES GREATER THAN 100 AMPS ARE FOR 75 DEG.C.TERMINALS. CD 5. WEIGHTS INDICATED ABOVE ARE APPROXIMATE,ACTUAL VALUES MAY VARY.CONFIRM WITH SUBMITTAL INFO. KEYED NOTES: • 1. "MET"=EMT,IMC,GRC,RAC,OR PVC COATED GRC TYPE CONDUITS."RNC"=PVC 40, PVC 80 OR FIBERGLASS TYPE CONDUITS ROUTED UNDERGROUND.REFER TO SIZING ON DRAWINGS IF"RNC"CONDUITS ARE ROUTED ABOVEGROUND.CONDUIT SIZES 9000 SW DURHAM RD. NOTED ON SINGLE-LINE DIAGRAM OR ON PLANS SUPERSEDE SIZES NOTED ABOVE IF TIGARD,OR.97224 LARGER. JOB NO: 16992.00 2. TERMINATIONS.ON CIRCUITS SHOWN WITH A".6M"SUFFIX,PROVIDE SIX PHASE CONDUCTORS AND ONE GROUND WIRE IN CODE SIZED CONDUIT.INCLUDE 80% ISSUE DATE: 06/19/2018 DERATING FACTOR ON PHASE CONDUCTOR SIZE. Jurisdiction Stamp Area REFERENCE I- TABLES W c 2 W EO.03 0 VOLTAGE DROP CALCULATIONS VOLTAGE DROP CALCULATIONS bassett! ! architects PROJECT: TIGARD HIGH SCHOOL PROJECT: TIGARD HIGH SCHOOL SUBJECT: TYPICAL 120V, 1PH FEEDER SIZING BY LOAD AND DISTANCE SUBJECT: TYPICAL 208V, 1PH FEEDER SIZING BY LOAD AND DISTANCE 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T(206) 340 9500 F (206) 340 9519 LOAD FEEDER LOAD FEEDER SYSTEM UPSIZE TAG PHASE GROUND DISTANCE SYSTEM UPSIZE TAG PHASE GROUND DISTANCE DESCRIPTION V.D. (%) KW PF AMPS VOLTAGE TYPE FEEDER SUFFIX ON DWGS COND COND SETS (FT) DESCRIPTION V.D. (%) KW PF AMPS VOLTAGE TYPE FEEDER SUFFIX ON DWGS COND COND SETS (FT) CIVIL ENGINEER& LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, 3.00% I I I I ( 4.0 1 1120V-1(1)( 1 CU in STL I I 20.1 I I 1 20.1 12 12 1 249 1 3.00% I I I I I I 4.0 1 1208V-141 I CU in STL 1 1 20.2 1 I ( 20.2 12 12 1 433 Portland,OR 97219 T(503)-419-2500 1 3.00% I I I I I I 4.0 I 1120V-41 I CU in STL 11 30.1 I I V1 I 30.1V1 10 10 1 416 I 3.00% 1 1 I I I I 4.0 I 1208V-141 I CU in STL 11 30.2 I I V1 I 30.2V1 10 10 1 721 STRUCTURAL ENGINEER 4A LOAD 3.00% 4.0 I 1120V-1c 1 I 1 1 40.1 I V2 I 40.1V2 8 8 1 638 4A LOAD ° Catena Engineers 1 1 I1 I ICU in STL I ( 3.00% I I 11 ( ] 4.0 I I208V-1�1 I CU in STL 11 40.2 I I V2 ( 40.2V2 8 8 1 1107 1500 NE Irving St,Suite 412 1 3.00% 1 1 I I I I 4.0 I 1120V-141 1 CU in STL 11 60.1 I I V3 I 60.1V3 6 6 1 1011 ( 3.00% 1 I 11 I I 4.0 ( 1208V-1(1)1 I CU in STL 1 I 60.2 1 I V3 1 60.2V3 6 6 1 1753 Portland,OR 97232 T(503)-467-4980 1 3.00% 1 1 11 I I 8.0 I 1120V-14), ICU in STL 1 I 20.1 1 I I 20.1 12 12 1 124 I 3.00% I I I I I I 8.0 ( 1208V-14)1 I CU in STL I I 20.2 I I I 20.2 12 12 1 216 P MBINGAE ENG ERCAL& Glumac 1 3.00% I I I I I I 8.0 I 1120V-141 I CU in STL I I 30.1 1 I V1 I 30.1V1 10 10 1 208 I 3.00% I I I I 11 8.0 I 1208V-14)) I CU in STL 11 30.2: I I V1 1 - 30.2V1 10 10 1 360 SW SWF 900Fifth Ave.,Suite 1600 8A LOAD 3.00% I 1 I I I I I I I I I I I I 8A LOAD 1 3.00% I I I I I I I L I I i t I I I Portland,OR 97204 8.0 120V-1 CU in STL 40.1 V2 40.1V2 8 8 1 319 8.0 208V-1 CU in STL 40.2 V2 40.2V2 8 8 1 553 T(503)-227-5280 1 3.00% I I 11 I I 8.0 11120V-11 ICU in STL 1 I 60.1 I I V3 I 60.1V3 6 6 1 505 I 3.00% I I I I I I 8.0 I 1208V-1(1)1 ICU in STL I I 60.2 I I V3 1 60.2V3 6 6 1 876 FOOD SERVICE CONSULTANT Webb Foodservice Design 3° 1 I I I I I I 1120V-14)I I I I I I 1 I 3.00% I I I I I I I 1208V-14), I I I I I i P700 SE Lafayette 2t 3.00% 12.0CU in STL 20.1 20.1 12 12 1 83 12.0CU in STL 20.2 20.2 12 12 1 144 Portland,OR 97202 T(503)-236-8566 1 3.00% I I 1 I I I 12.0 I 1120V-141 I CU in STL I I 30.1 I I V1 I 30.1V1 10 10 1 138 I 3.00% I I I I I I 12.0 I I208V-14 I I CU in STL 1 1 30.2 1 I V1 I 30.2V1 10 10 1 240 AC &AV 12A LOAD 3.00% 1 ( I I 1 ( 12.0 I 1120V-14)1 I CU in STL I I 40.1 11 V2 I 40.1V2 8 8 1 212 12A LOAD 1 3.00% 1 1 1 I I I 12.0 ( 1208V-14)1 I CU in STL I I 40.2 I I V2 1 40.2V2 8 8 1 369 The G eC el bu ch G oupULTANT II I I I I I I 1120V-1(1)1 I I I I I I ( ° I i I I I I I I S I I 11 I I I1900 W.Nickerson St.,Suite 201 3.00% 12.0CU in STL 60.1 V3 60.1V3 6 6 1 337 3.00% 12.0 208V-1 CU in STL 60.2 V3 60.2V3 6 6 1. 584 Seattle,WA 98119 T 206-378-0569 3.00% 1 I I I I I 16.0 I 1120V-14)I ICU in STL 11 20.1 I I I 20.1 12 12 1 62 I 3.00% I I I I I I 16.0 I 1208V-141 ICU in STL I I 20.2 I I I 20.2 12 12 1 108 COST CONSULTANT 3.00% I I I I 11 I I 4 I I I I I I I I3.00% I I I I I l I I CP I I I I I I I Construction Focus 16.0 120V-1 CU in STL 30.1 V1 30.1V1 10 10 1 104 16.0 208V-1 CU in STL 30.2 V1 30.2V1 10 10 1 180 740 Almaden St 16A LOAD 16A LOAD Eugene,OR 97402 ( 3.00% I I I I I I 16.0 I I120V-1c1 I CU in STL H I 40.1 H V2 I 40.1V2 8 8 1 159 I 3.00% I I I I I I 16.0 I I208V-1(1)I I CU in STL 1 I 40.2 I I V2 I 40.2V2 8 8 1 276 T541-686-2031 3.00% I I 1 I 11 16.0 1 1120V-1(1)1 I CU in STL 11 60.1 I I V3 I 60.1V3 6 6 1 252 1 3.00% I I I I 11 16.0 I I208V-1(1)I I CU in STL I I 60.2 I I V3 1 60.2V3 6 6 1 438 EXPIRES: 12/31/19 c0 PROF j . �,G N�E.p �� 757•7PE ice, :12 OREGON4 VOLTAGE DROP CALCULATIONS VOLTAGE DROP CALCULATIONS PROJECT: TIGARD HIGH SCHOOL PROJECT: TIGARD HIGH SCHOOL SUBJECT: TYPICAL 208V, 3PH FEEDER SIZING BY LOAD AND DISTANCE SUBJECT: TYPICAL 277V, 1PH FEEDER SIZING BY LOAD AND DISTANCE LOAD FEEDER LOAD FEEDER SYSTEM UPSIZE TAG PHASE GROUND DISTANCE SYSTEM UPSIZE TAG PHASE GROUND DISTANCE DESCRIPTION V.D. (%) KW PF AMPS VOLTAGE TYPE FEEDER SUFFIX ON DWGS COND COND SETS (FT) DESCRIPTION V.D. (%) KW PF AMPS VOLTAGE TYPE FEEDER SUFFIX ON DWGS COND COND SETS (FT) I 3.00% I I I I I I 4.0 I 1208V-31 1 CU in STL I I 20.3 I I I 20.3 12 12 1 500 I 3.00% I I I I I I 4.0 I 1277V-4I I CU in STL I I 20.1 I I I 20.1 12 12 1 576 1 3.00% 1 I I I I I 4.0 I 1208V-34I1 CU in STL I I 30.3 1 I V1 I 30.3V1 10 10 1 832 I 3.00% I I I I I I 4.0 I 1277V-141 I CU in STL I I 30.1 I I V1 I 30.1V1 10 10 1 960 - 4A LOAD 1 - 3.00% I I I I 11 4.0 I 1208V-3I I CU in STL I I 40.3 I I V2 I 40.3V2 8 8 1 1278 4A LOAD I 3.00% I I I I I I 4.0 I I277V-1ckI I CU in STL I I 40.1 I I V2 I 40.1V2 8 8 1 1474 ° At REVISIONS DATE 3.00% 1 1 I I I I 4.0 1 I208V-3�1 I CU in STL I I 60.3 1 I V3 I 60.3V3 6 6 1 2025 I 3.00% I I I I I I 4.0 ( I277V-14)I I CU in STL 1 I 60.1 I I V3 1 60.1V3 6 6 1 2335 1 3.00% 1 I I I I I 8.0 I 1208V-34)I ICU in STL I I 20.3 11 I 20.3 12 12 1 250 I 3.00% I I I I I I 8.0 I 1277V-4 1 ICU in STL I I 20.1 I I I 20.1 12 12 1 288 3.00% I I 11 I I 8.0 1 1208V-34)1 1 CU in STL I I 30.3 I I V1 I 30.3V1 10 10 1 416 I 3.00% I I I I I I 8.0 I I277V-11k1 I CU in STL I I 30.1 I I V1 I 30.1V1 10 10 1 480 8A LOAD 1 3.00% I I 11 8.0 I 1208V-3�1 1 CU in STL I I 40.3 I I V2 I 40.3V2 8 8 1 639 8A LOAD I 3.00% I I I I I I 8.0 I I277V-14 I I CU in STL 1 I 40.1 I1 V2 40.1V2 8 8 1 737 III 1 3.00% I I I I I I 8.0 I 1208V-3(1)11 CU in STL I I 60.3 11 V3 I 60.3V3 6 6 1 1012 I 3.00% I I I I I I 8.0 1277V-14I ICU in STL I I 60.1 I I V3 I 60.1V3 6 6 1 1167 1 3.00% I I I I I I 12.0 1 1208V-3c1 ( CU in STL 11 20.3 I I I 20.3 12 12 1 166 I 3.00% 1 I 11 ( 1 12.0 I I277V-41 I CU in STL 1 1 20.1 I I I 20.1 12 12 1 192 1 3.00% I I I I I I 12.0 I I208V-34I ICU in STL I I 30.3 I I V1 I 30.3V1 10 10 1 277 I 3.00% I I I I I I 12.0 I 1277V-1c1 ICU in STL I I 30.1 ( 1 V1 ( 30.1V1 10 10 1 320 12A LOAD 12.0 208V-3c1)I I CU in STL I 40.3 V2 40.3V2 8 8 1 426 12A LOAD 3.00% I I I I I ( 12.0 1277V-1(01 I CU in STL I I 40.1 I V2 40.1V2 8 8 1 491 3.00% I I I1 1 1 I I 1 11 I I I I i TIGARD TUALATIN SCHOOL DISTRICT 3.00% 1 1 I I 1 1 12.0 1 1208V-34)1 I CU in STL I I 60.3 1 I V3 ( 60.3V3 6 6 1 675 1 3.00% 11 I I 1 1 12.0 I 1277V-41 I CU in STL I I 60.1 I I V3 I 60.1V3 6 6 1 778 TIGARD HIGH ( 3.00% I I I I 11 16.0 I 1208V-31 I CU in STL I I 20.3 1 1 I 20.3 12 12 1 125 I 3.00% 1 I I I I I 16.0 I I277V-1c1)1 1 CU in STL I I 20.1 I I I 20.1 12 12 1 144 ° 16.0 208V-3 CU in STL 30.3 V1 30.3V1 10 10 1 208 3.00% 16.0 277V-1 CU in STL 30.1 V1 30.1V1 10 10 1 240 SCHOOL 3.00i 1 1 I I I I i 1 �I ( I I 11 I I 1 1 I I I I I I �I I I I I I 1 16A LOAD 3.00% 1 1 I I I I 16.0 1 1208V-34)1 I CU in STL I I 40.3 I I V2 I 40.3V2 8 8 1 319 16A LOAD 1 3.00% I I I I 1 ( 16.0 ( 1277V-14)1 1 CU in STL I I 40.1 I I V2 ( 40.1V2 8 8 1 368 MODERNIZATIOIN 1 3.00% I I I I I I 16.0 I 1208V-34)1 ICU in STL I I 60.3 I I V3 I 60.3V3 6 6 1 506 I 3.00% I I I I I I 16.0 I I277V-14)I I CU in STL I I 60.1 I I V3 I 60.1V3 6 6 1 583 9000 SW DURHAM RD. TIGARD,OR.97224 JOB NO: 16992.00 ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area • VOLTAGE DROP w CALCULATIONS CD M W E0.04 EL MECHANICAL AND PLUMBING EQUIPMENT - ELECTRICAL CONNECTION SCHEDULE 1 _ . ..____ wt LOAD INFORMATION CIRCUITING INFORMATION DISCONNECT STARTER LOCATION NAME I # DESCRIPTION HP IGS I KVA I FLA I LOAD CLASS I VOLTS 1 0 PANEL I CIRCUIT I OCP I POLES 1 FEEDER DIV. I TYPE DIV I TYPE LEVEL NOTES bassetti I B 0-1 BOILER 0 hp 1.73 kVA 4.8 A M 208 V 3 LSOM1 2,4,6 15 A 3 20.3 DIV.26 FUSED DIV.22 INTEGRAL LOWER LEVEL arCfllfeGfS B 0-2 BOILER 0 hp 1.73 kVA 4.8 A M 208 V 3 LSOM1 8,10,12 15 A 3 20.3 DIV.26 FUSED DIV.22 INTEGRAL LOWER LEVEL B 0-3 BOILER 0 hp 1.73 kVA 4.8 A M 208 V 3 LSOM1 14,16,18 15 A 3 20.3 DIV.26 FUSED DIV.22 INTEGRAL LOWER LEVEL B 0-4 BOILER 0 hp 1.73 kVA 4.8 A M 208 V 3 LSOM1 20,22,24 15 A 3 20.3 DIV.26 FUSED DIV.22 INTEGRAL LOWER LEVEL B 0-5 BOILER 0 hp 0.48 kVA 4.0 A M 120 V 1 LN1C 30 15 A 1 20.1 DIV.26 FUSED DIV.22 INTEGRAL MAIN FLOOR 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 C 1 1 1 AIR COMPRESSOR 13 hp 1 3.54 kVA 1 17.0 A l M I 208 V 11 1 LSOF1 1 27,29 I 35 A 1 2 1 - 1 - 1 - 1 - 1 I LOWER LEVEL 1{3} T (206) 340 9500 F (206) 340 9519 CF 1 CEILING FAN 0.25 hp 0.7 kVA 5.8 A M 120 V 1 LN1B 7 15 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL I UPPER LEVEL CF 2 CEILING FAN 0.25 hp 0.7 kVA 5.8 A M 120 V 1 LN1B 8 15 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL CIVIL ENGINEER& LANDSCAPE CF 3 CEILING FAN 0.25 hp 0.7 kVA I 5.8 A M 120 V 1 I LN1B 9 15 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL Cardno IVIL 6720 SW Macadam Ave Suite 200, CP 1 CIRCULATION PUMP 0 hp 0.04 kVA 0.0 A 1 M 120 V 1 LSOM1 26 15 A 1 20.1 DIV.26 SWITCH DIV.22 INTEGRAL LOWER LEVEL Portland,OR 97219 CP 2 CIRCULATION PUMP 0 hp 0.06 kVA 0.0 A 1 M 120 V 1 LN1A1 31 15 A 1 20.1 DIV.26 SWITCH DIV.22 INTEGRAL MAIN FLOOR T(503)-019-2500 CTRL I I CONTROL POWER 10 hp I 0 kVA 1 0.0 A 1 N I 120 V 1 1 I LSOM1 I 25 I 0 A I 1 I 20.1 I DIV.26 I FUSED I DIV.23 I INTEGRAL I LOWER LEVEL I STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St.,Suite 412 CU 1 CONDENSING UNIT 0 hp 3 kVA 14.4 A C 208 V 1 LN1B 10,12 20 A 2 20.2 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL Portland,OR 97232 CU 2 CONDENSING UNIT 0 hp 3 kVA 14.4 A C 208 V 1 LN1B 11,13 20 A 2 20.2 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL T(503)-467-4980 CU 3 CONDENSING UNIT 0 hp 3 kVA 14.4 A C 208 V 1 LSOM1 27,29 20 A 2 20.2 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL MECHANICAL ELECTRICAL & CU 1 5 CONDENSING UNIT 0 hp 3 kVA 14.4 A C 208 V 1 1 SLN1 2,4 20 A 2 20.2 DIV.26 FUSED DIV.23 INTEGRAL ROOF PLUMBING ENGINEER CU 1 6 CONDENSING UNIT 0 hp 3 kVA 14.4 A C 208 V 1 SLN1 6,8 20 A 2 20.2 I DIV.26 FUSED DIV.23 INTEGRAL ROOF Glumac CU 17 CONDENSING UNIT 0 hp 3 kVA 14.4 A C 208 V 1 LN1B 14,16 20 A 2 20.2 I DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL 900 SW Fifth Ave.,Suite 1600 14.4 A C 208 V 1 1 SLN1 18,20 20 A 2 20.2 I DIV.26 FUSED DIV.23 INTEGRAL I UPPER LEVEL Portland, OR 97204 CU 19 CONDENSING UNIT 0 hp 3 kVA I T(503)-227-5280 CU 10 CONDENSING UNIT 0 hp 3 kVA 14.4 A C 208 V 1 1 LSOM1 28,30 20 A 2 20.2 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL CU 11 CONDENSING UNIT 0 hp 3 kVA 14.4 A C 208 V 1 LSOM1 31,33 20 A 2 20.2 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL FOOD SERVICE CONSULTANT CU 12 CONDENSING UNIT 0 hp ' 3 kVA 14.4 A C 208 V 1 SLN1 10,12 20 A 2 20.2 DIV.26 FUSED DIV.23 INTEGRAL ROOF Webb Foodservice Design CU 13 CONDENSING UNIT 0 hp3 kVA 14.4 A C 208 V 1 SLN1 14,16 20 A 2 20.2 DIV.26 FUSED DIV.23 INTEGRAL ROOF 3700 SE Lafayette Ct. Portland,OR 97202 CU 1 14 CONDENSING UNIT 0 hp 3 kVA 1 14.4 A C 208 V 1 LSOM1 32,34 20 A 2 20.2 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL T(503)-236-8566 CU 18 CONDENSING UNIT 0 hp 3 kVA 1 14.4 A C 208 V 1 LN2A2 18,20 20 A 2 20.2 DIV.26 FUSED DIV.23 INTEGRAL ROOF ACOUSTIC &AV CONSULTANT DF 1 DRINKING FOUNTAIN 0 hp 0.6 kVA 5.0 A N 120 V 1 LSOA2 36 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL UPPER AUX The Greenbusch Group DF 1 DRINKING FOUNTAIN 0 hp 0.6 kVA 5.0 A N 120 V 1 LN2A1 30 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL 1900 W. Nickerson St.,Suite 201 Seattle,WA 98119 DF 1 DRINKING FOUNTAIN 0 hp 0.6 kVA 5.0 A N 120 V 1 LSOA1 23 20 A 1 20.1 DIV.26 HARDWIRED NA NA LOWER LEVEL T 206-378-0569 DF 1 DRINKING FOUNTAIN 0 hp 0.6 kVA 5.0 A N 120 V 1 1 LN1A1 33 20 A 1 20.1 DIV.26 HARDWIRED NA NA MAIN FLOOR COST CONSULTANT DRY 1 1 I AIR DRYER 10 hp 1 1 kVA 1 0.0 A 1 M 1 208 V 1 1 1 LSOF1 1 31,33 I 20 A 1 2 1 - I - 1 - 1 - 1 - 1 LOWER LEVEL 1{4} Construction Focus 740 Almaden St. Eugene,OR 97402 EF 1 EXHAUST FAN 0.1 hp 0.12 kVA 1.0 A M 120 V 1 LN2A2 6 30 A 1 20.2 DIV.26 FUSED DIV.23 INTEGRAL ROOF T 541-686-2031 EF 2 EXHAUST FAN 0.25 hp 0.7 kVA 5.8 A M 120 V 1 LN2A2 8 15 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL ROOF EF 3 EXHAUST FAN 2 hp 2.5 kVA 12.0 A M 208 V 1 LN2A1 32,34 25 A 2 30.2 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL EXPIRES: 12/31/19 . EF 4 EXHAUST FAN 1 hp 1.66 kVA 8.0 A M 208 V 1 LSOM1 13,15 35 A 2 40.1 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL t. PRI�f�f EF 5 EXHAUST FAN 0.5 hp 1.18 kVA 9.8 A M 120 V 1 LN2A2 10 20 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL ��',,ot N . 6 EF 6 EXHAUST FAN 0.1 hp 0.53 kVA 4.4 A M 120 V 1 LSOM1 17 I 15 A 1 20.2 DIV.26 I FUSED DIV.23 INTEGRAL UPPER LEVEL ' 757.7PE EF 7 EXHAUST FAN 0.25 hp 0.7 kVA 5.8 A M 120 V 1 LSOM1 19 I 15 A 1 20.1 DIV.26 I FUSED DIV.23 INTEGRAL UPPER LEVEL ;,r._' EF 8 EXHAUST FAN 0.25 hp 0.7 kVA 5.8 A M 120 V 1 LN2A2 12 15 A 1 20.1 DIV.26 I FUSED DIV.23 INTEGRAL UPPER LEVEL a`` OREGON EF 9 EXHAUST FAN 5 hp 6.32 kVA 7.6 A M 480 V 3 HN1M 19,21,23 20 A 3 20.3 DIV.26 1 FUSED DIV.23 VFD UPPER LEVEL <A C i 10,,1, EF 10 EXHAUST FAN 0.25 hp 0.7 kVA 5.8 A M 120 V 1 LSOM1 21 15 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL UPPER AUX ��FN T. BO° EF 11 EXHAUST FAN 0.75 hp 1.66 kVA 8.0 A M 208 V 1 LN2A2 14,16 30 A 2 30.1 DIV.26 FUSED DIV.23 INTEGRAL ROOF EF 12 EXHAUST FAN 0.5 hp 1.18 kVA 9.8 A M 120 V 1 LSOM1 23 20 A 1 I 20.1 DIV.26 I FUSED DIV.23 INTEGRAL UPPER AUX ESP 1 ELEVATOR SUMP PUMP 0.75 hp 0 kVA 13.8 A M 120 V 1 LN1A3 1 20 A 1 20.1 DIV.22 PLUG&CORD DIV.22 INTEGRAL MAIN FLOOR ESP 2 ELEVATOR SUMP PUMP 0.75 hp 0 kVA 13.8 A M 120 V 1 LSOD 22 20 A 1 20.1 DIV.22 PLUG&CORD DIV.22 INTEGRAL LOWER LEVEL FCU 1 FAN COIL UNIT 0 hp 0.33 kVA 1.6 A C 208 V 1 20 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL LOWER LEVEL {2} FCU 2 FAN COIL UNIT 0 hp 0.33 kVA 1.6 A C 208 V 1 20 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL LOWER LEVEL {2} FCU 3 FAN COIL UNIT 0 hp 0.33 kVA 1.6 A C 208 V 1 20 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL LOWER LEVEL {2} FCU 5 FAN COIL UNIT 0 hp 0.33 kVA 1.6 A C 208 V 1 20 A 1 20.1 I DIV.26 FUSED DIV.23 INTEGRAL MAIN FLOOR {2} FCU 6 FAN COIL UNIT 0 hp 0.33 kVA 1.6 A C 208 V 1 20 A 1 20.1 I DIV.26 FUSED DIV.23 INTEGRAL MAIN FLOOR {2} FCU 1 7 FAN COIL UNIT 0 hp 0.33 kVA 1.6 A C 208 V 1 20 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL MAIN FLOOR {2} FCU 1 9 FAN COIL UNIT 0 hp 0.33 kVA 1.6 A C 208 V 1 20 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL MAIN FLOOR {2} FCU 1 10 FAN COIL UNIT 0 hp 0.33 kVA 1.6 A C 208 V 1 20 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL MAIN FLOOR {2} FCU 11 FAN COIL UNIT 0 hp 0.33 kVA 1.6 A C 208 V 1 20 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL UPPER AUX {2} FCU 12 FAN COIL UNIT 0 hp 0.33 kVA 1.6 A C 208 V 1 20 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL {2} FCU 13 FAN COIL UNIT 0 hp 0.33 kVA 1.6 A C 208 V 1 20 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL {2} FCU 1 14 FAN COIL UNIT 0 hp 0.33 kVA 1.6 A C 120 V 1 20 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL MAIN FLOOR {2} FCU 18 FAN COIL UNIT 0 hp 0.33 kVA 1.6 A C 208 V 1 20 A 1 20.1 1 DIV.26 FUSED 1 DIV.23 INTEGRAL MAIN FLOOR {2} FCU 19 FAN COIL UNIT 0 hp 0 kVA 0.0 A C 120 V 1 0 A 1 20.1 1 DIV.26 FUSED I DIV.23 INTEGRAL MAIN FLOOR {2} FILTER 0-1 FILTER 0.75 hp 0.96 kVA 8.0 A M 120 V 1 LSOB2 9 20 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL LOWER LEVEL FILTER 0-2 FILTER 0.75 hp 0.96 kVA 8.0 A M 120 V 1 LSOB2 10 20 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL LOWER LEVEL FILTER 0-3 I FILTER 0.75 hp 0.96 kVA 8.0 A M 120 V 1 LSOF1 23 20 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL LOWER LEVEL FILTER 0-4 I FILTER 0.75 hp 0.96 kVA 8.0 A M 120 V 1 LSOF1 25 20 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL LOWER LEVEL GWH 1A GAS WATER HEATER 0 hp 0.1 kVA 0.1 A N 120 V 1 LSOM1 7 20 A 1 20.1 DIV.26 SWITCH NA NA LOWER LEVEL _ GWH 1B GAS WATER HEATER 0 hp 0.1 kVA 0.1 A N 120 V 1 LSOM1 9 20 A 1 20.1 DIV.26 SWITCH NA NA LOWER LEVEL GWH 1C GAS WATER HEATER 0 hp 0.1 kVA 0.1 A N 120 V 1 LSOM1 11 20 A 1 20.1 DIV.26 SWITCH NA NA LOWER LEVEL - GWH 2 GAS WATER HEATER 0 hp 0.1 kVA 0.1 A N 120 V 1 LN1A1 35 20 A 1 20.1 DIV.26 SWITCH NA NA MAIN FLOOR - 1 HEAT TRACE 0 hp0.36 kVA 3.0 A C 120 V 1 LSOM1 35 20 A 1 20.2 DIV.26 HARDWIRED NA NA LOWER LEVEL 1 A REVISIONS DATE 1 1 I 1 I I I I I I I I I I II 1 I I{ } MUA 1 MAKE-UP AIR UNIT 0 hp 18.6 kVA 22.4 A C 480 V 3 HN1M 7,9,11 40 A 3 40.3 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL MUA 2 MAKE-UP AIR UNIT 0 hp 11.3 kVA 13.6 A C 480 V 3 HSOM 1,3,5 25 A 3 30.3 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL MUA 3 I MAKE-UP AIR UNIT 0 hp 5.32 kVA 6.4 A C 480 V 3 HSOM 7,9,11 20 A 3 20.3 DIV.26 FUSED DIV.23 INTEGRAL LOWER LEVEL OSA 1 OUTSIDE AIR UNIT 0 hp 44.54 kVA 53.6 A C 480 V 3 HN1M 14,16,18 90 A 3 90.3 DIV.26 FUSED DIV.23 VFD UPPER LEVEL OSA 2 OUTSIDE AIR UNIT 0 hp 31.91 kVA 38.4 A C 480 V 3 HSOM 2,4,6 70 A 3 70.3 DIV.26 FUSED DIV.23 VFD UPPER LEVEL P 0-1 PUMP 20 hp 22.44 kVA 27.0 A M 480 V 3 HSOM 8,10,12 60 A 3 60.3M DIV.26 FUSED DIV.22 VFD LOWER LEVEL P 0-2 PUMP 20 hp 22.44 kVA 27.0 A M 480 V 3 HSOM 14,16,18 60 A 3 60.3M DIV.26 FUSED DIV.22 VFD LOWER LEVEL P 1-1 PUMP 2 hp 2.83 kVA I 3.4 A M 480 V 3 HN1M 1,3,5 15 A 3 20.3M DIV.26 FUSED DIV.22 VFD MAIN FLOOR RTU 1 ROOFTOP UNIT-480V CONNECTION 0 hp 186.81 kVA 224.8 A C 480 V 3 MSB-HN1 5 300 A 3 300.3 DIV.26 FUSED DIV.23 VFD UPPER LEVEL RTU 1 ROOFTOP UNIT-120V CONNECTION 0 hp 0.36 kVA 3.0 A R 120 V 1 LN2A2 25 20 A 1 20.1 DIV.26 HARDWIRED NA NA UPPER LEVEL 120V/1P/20A CONNECTION FOR INTEGRAL RECEPTACLES. TIGARD TUALATIN SCHOOL DISTRICT RTU 2 ROOFTOP UNIT-480V CONNECTION 0 hp 114.35 kVA 137.6 A C 480 V 3 SDP-HSOM 2 200 A 3 200.3 DIV.26 FUSED I DIV.23 VFD UPPER LEVEL RTU 2 ROOFTOP UNIT-120V CONNECTION 0 hp 0.36 kVA 3.0 A R 120 V 1 LSOM2 10 20 A 1 20.1 DIV.26 HARDWIRED NA NA UPPER LEVEL 120V/1 P/20A CONNECTION FOR INTEGRAL RECEPTACLES. TIGARD HIGH RTU 3 ROOFTOP UNIT-480V CONNECTION 0 hp 119 kVA 143.2 A C 480 V 3 MSB-HN1 6 225 A 3 225.3 DIV.26 FUSED DIV.23 VFD UPPER LEVEL RTU 3 ROOFTOP UNIT-120V CONNECTION 0 hp 0.36 kVA 3.0 A R 120 V 1 LN2A2 27 20 A 1 20.1 DIV.26 HARDWIRED NA NA UPPER LEVEL 120V/1P/20A CONNECTION FOR INTEGRAL RECEPTACLES. H O f L RTU 4 ROOFTOP UNIT-480V CONNECTION 0 hp 139.61 kVA 168.0 A C 480 V 3 MSB-HN1 7 250 A 3 250.3 DIV.26 FUSED DIV.23 VFD UPPER LEVEL RTU 4 ROOFTOP UNIT-120V CONNECTION 0 hp 0.36 kVA 3.0 A R 120 V 1 LN2A2 29 20 A 1 20.1 DIV.26 HARDWIRED NA NA UPPER LEVEL 120V/1 P/20A CONNECTION FOR INTEGRAL RECEPTACLES. RTU 5 ROOFTOP UNIT-480V CONNECTION 0 hp 43.21 kVA 52.0 A C 480 V 3 HN1M 13,15,17 80 A 3 80.3 DIV.26 FUSED DIV.23 VFD ROOF M ODERNIZATIOIN RTU 5 ROOFTOP UNIT-120V CONNECTION 0 hp 0.36 kVA 3.0 A R 120 V 1 LN2A2 31 20 A 1 20.1 DIV.26 HARDWIRED NA NA ROOF 120V/1 P/20A CONNECTION FOR INTEGRAL RECEPTACLES. RTU 6 ROOFTOP UNIT-480V CONNECTION 0 hp 51.19 kVA 61.6 A C 480 V 3 HSOM 20,22,24 90 A 3 90.3 DIV.26 FUSED DIV.23 VFD UPPER LEVEL RTU 6 ROOFTOP UNIT-120V CONNECTION 0 hp 0.36 kVA 3.0 A R 120 V 1 LSOM2 8 20 A 1 20.1 DIV.26 HARDWIRED I NA NA UPPER LEVEL 120V/1 P/20A CONNECTION FOR INTEGRAL RECEPTACLES. RTU 7 ROOFTOP UNIT-480V CONNECTION 0 hp 128.97 kVA 155.2 A C 480 V 3 SDP-HSOM 1 225 A 3 225.3 DIV.26 FUSED DIV.23 VFD UPPER LEVEL 9000 SW DURHAM RD. RTU 7 ROOFTOP UNIT-120V CONNECTION 0 hp 0.36 kVA 3.0 A R 120 V 1 LSOM2 6 20 A 1 20.1 DIV.26 HARDWIRED NA NA UPPER LEVEL 120V/1 P/20A CONNECTION FOR INTEGRAL RECEPTACLES. TIGARD,OR.97224 RTU 8 ROOFTOP UNIT-480V CONNECTION 0 hp 13.96 kVA 16.8 A C 480 V 3 HSOM 13,15,17 25 A 3 30.3 DIV.26 FUSED DIV.23 VFD UPPER LEVEL RTU 8 ROOFTOP UNIT-120V CONNECTION 0 hp 0.36 kVA 3.0 A R 120 V 1 LSOM2 4 20 A 1 20.1 DIV.26 HARDWIRED NA NA UPPER LEVEL 120V/1P/20A CONNECTION FOR INTEGRAL RECEPTACLES. JOB NO: 16992.00 RTU 9 ROOFTOP UNIT-480V CONNECTION 0 hp 17.28 kVA 20.8 A C 480 V 3 HN1M 8,10,12 30 A 3 30.3 DIV.26 FUSED DIV.23 VFD UPPER LEVEL ISSUE DATE: 06/19/2018 RTU 9 ROOFTOP UNIT-120V CONNECTION 0 hp 0.36 kVA 3.0 A R 120 V 1 LN2A2 33 20 A 1 20.1 DIV.26 HARDWIRED NA NA UPPER LEVEL 120V/1 P/20A CONNECTION FOR INTEGRAL RECEPTACLES. Jurisdiction Stamp Area RTU 10 ROOFTOP UNIT-480V CONNECTION 0 hp 15.96 kVA 19.2 A C 480 V 3 HSOM 19,21,23 30 A 3 30.3 DIV.26 FUSED DIV.23 VFD UPPER LEVEL RTU 10 ROOFTOP UNIT-120V CONNECTION 0 hp 0.36 kVA 3.0 A R 120 V 1 LSOM2 2 20 A 1 20.1 DIV.26 HARDWIRED 1 NA NA UPPER LEVEL 120V/1 P/20A CONNECTION FOR INTEGRAL RECEPTACLES. VENT 1 KILN VENT 0 hp 0.13 kVA 1.1 A M 120 V 1 LSOB2 7 15 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL LOWER LEVEL VENT 2 KILN VENT 0 hp 0.13 kVA 1.1 A M 120 V 1 LSOB2 8 15 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL LOWER LEVEL SCHEDULE NOTES A. ALL LISTED ITEMS ARE PROVIDED BY DIVISION 22 AND/OR DIVISION 23.PROVIDE POWER TO ITEMS AS INDICATED ON PLANS AND IN THE SCHEDULE. B. COORDINATE WITH DIVISIONS 22 AND 23 PRIOR TO INSTALLATION AND VERIFY OVERCURRENT PROTECTION AND FEEDER REQUIREMENTS WITH SUBMITTED MANUFACTURER DATA. INFORM ENGINEER OF CONFLICT(S). C. WHERE HP IS SHOWN AS"0",REFER TO FLA AND KVA FOR ELECTRICAL LOAD. SCHEDULE REMARKS M ECHAN C IAL {1} DEVICES BY DIV.22 AND DIV.23 WIRING BY DIV.26.ESTIMATED 4100FT PIPE LENGTH,COORDINATE WITH OTHER DIVISIONS FOR PIPE DIMENSIONS. F- PLUMBING {2} INDOOR FAN COIL UNIT FED FROM ASSOCIATED OUTDOOR CONDENSING UNIT.COORDINATE WITH DIV.23 FOR EXACT LOCATION AND ELECTRICAL REQUIREMENTS. W {3} PROVIDE PROVISION FORA FUTURE AIR COMPRESSOR CONNECTION.PROVIDE WALL-MOUNTED J-BOX NEAR FUTURE AIR COMPRESSOR WITH 1.25"CONDUIT HOMERUN TO ELECTRICAL ROOM S001.PROVIDE J-BOX WITH BLANK FACE PLATE AND LABEL"FUTURE AIR COMPRESSOR." EQUIPMENT STUB-OUT HOMERUN INTO ELECTRICAL ROOM AND LABEL CONDUIT AS"FUTURE AIR COMPRESSOR."PROVIDE HOMERUN WITH PULL-STRING. {4} PROVIDE PROVISION FORA FUTURE AIR DRYER CONNECTION.PROVIDE WALL-MOUNTED J-BOX NEAR FUTURE AIR DRYER WITH 1.25"CONDUIT HOMERUN TO ELECTRICAL ROOM S001.PROVIDE J-BOX WITH BLANK FACE PLATE AND LABEL"FUTURE AIR DRYER."STUB-OUT HOMERUN CONNECTION INTO ELECTRICAL ROOM AND LABEL CONDUIT AS"FUTURE AIR DRYER.'PROVIDE HOMERUN WITH PULL-STRING. {5} COORDINATE WITH MECHANICAL CONTRACTOR TO PROVIDE 120V/1 PH POWER TO VAV BOX LOW-VOLTAGE TRANSFORMERS IN AREA. 2 c {6} COORDINATE WITH MECHANICAL CONTRACTOR TO PROVIDE 120V/1 PH POWER TO BMS DEVICES REQUIRING 120V/1PH POWER IN AREA. Ct S r!� • LE w ' • a. MECHANICAL AND PLUMBING EQUIPMENT - ELECTRICAL CONNECTION SCHEDULE 2 _, wt I ILOAD INFORMATION CIRCUITING INFORMATION DISCONNECT STARTER LOCATION NAME 1 # 1 DESCRIPTION I HP IGr I KVA I FLA I LOAD CLASS I VOLTS I 0 PANEL I CIRCUIT I OCP I POLES I FEEDER DIV. I TYPE DIV I TYPE LEVEL NOTES bassetti BMS 0-S1 BMS PANEUCONTROL POWER 0 hp 0.72 kVA 6.0 A C 120 V 1 LSOM2 3 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL LOWER LEVEL {6}LOWER LEVEL,AREA S1 architects 0-S2 BMS PANEUCONTROL POWER 0 hp 0.72 kVA 6.0 A C 120 V 1 LSOM2 1 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL LOWER LEVEL {6}LOWER LEVEL,AREA S2 BMS 1-E1 BMS PANEUCONTROL POWER 0 hp 0.72 kVA 6.0 A C 120 V 1 LS1B 24 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL MAIN FLOOR {6}MAIN LEVEL,AREA El BMS 1-N1 BMS PANEUCONTROL POWER 0 hp 0.72 kVA 6.0 A C 120 V 1 LN1C 24 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL MAIN FLOOR {6}MAIN LEVEL,AREA N1 BMS 1-N2 BMS PANEL/CONTROL POWER 0 hp I 0.72 kVA 6.0 A I C 120 V I 1 LN1A2 32 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL MAIN FLOOR {6}MAIN LEVEL,AREA N2 721 NW 9TH Ave, Suite 350 BMS 1-S1 BMS PANEUCONTROL POWER 0 hp 0.72 kVA 6.0 A j C 120 V 1 LS1A2 14 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL MAIN FLOOR {6}MAIN LEVEL,AREA S1 Portland, Oregon 97209 BMS 1-S2 BMS PANEUCONTROL POWER 0 hp 0.72 kVA 6.0 A I C 120 V 1 LS1A2 12 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL MAIN FLOOR {6}MAIN LEVEL,AREA S2 T (206) 340 9500 F (206) 340 9519 BMS 2-S1 BMS PANEUCONTROL POWER 0 hp 0.72 kVA 6.0 A C 1 120 V 1 LSOM2 5 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL UPPER AUX {6}UPPER SOUTH LEVEL,AREA S1 BMS 2-S2 BMS PANEUCONTROL POWER 0 hp 0.72 kVA 6.0 A C 1 120 V ( 1 LSOM2 7 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL UPPER AUX {6}UPPER SOUTH LEVEL,AREA S2 BMS 3-N1 BMS PANEUCONTROL POWER 0 hp 0.72 kVA 6.0 A C I 120 V 1 LN2A2 28 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL {6}UPPER NORTH LEVEL,AREA N1 CIVIL ENGINEER & LANDSCAPE BMS 3-N2 BMS PANEUCONTROL POWER 0 hp 0.72 kVA 6.0 A C 1 120 V 1 LN2A2 26 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL {6}UPPER NORTH LEVEL,AREA N2 Cardno 6720 SW Macadam Ave Suite 200, VAV 0-S1 VAV BOX(ES) 0 hp 0.72 kVA 6.0 A C 120 V 1 LSOM1 40 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL LOWER LEVEL {5}LOWER LEVEL,AREA S1 Portland,OR 97219 VAV 0-S2 VAV BOX(ES) 0 hp 0.72 kVA 6.0 A C 120 V 1 LSOM1 42 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL LOWER LEVEL {5}LOWER LEVEL,AREA S2 T(503)-419-2500 VAV 1-E1 VAV BOX(ES) 0 hp 0.72 kVA 6.0 A C 120 V 1 LS1B 22 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL MAIN FLOOR {5}MAIN LEVEL,AREA El STRUCTURAL ENGINEER VAV 1-N1 VAV BOX(ES) 0 hp 0.72 kVA 6.0 A C 120 V 1 LN1C 22 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL MAIN FLOOR {5}MAIN LEVEL,AREA N1 Catena Engineers VAV 1-N2 VAV BOX(ES) 10 hp 0.72 kVA 6.0 A C 120 V 1 LN1A2 41 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL MAIN FLOOR {5}MAIN LEVEL,AREA N2 1500 NE Irving St.,Suite 412 VAV 1-S1 VAV BOX(ES) 10 hp 0.72 kVA 6.0 A C 120 V 1 LS1A2 8 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL MAIN FLOOR {5}MAIN LEVEL,AREA S1 Portland,OR 97232 VAV 1-S2 VAV BOX(ES) 10 hp 0.72 kVA 6.0 A C 120 V 1 LS1A2 10 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL MAIN FLOOR {5}MAIN LEVEL,AREA S2 T(503)467-4980 VAV 2-S1 VAV BOX(ES) 0 hp 0.72 kVA 6.0 A C 120 V 1 LSOM1 38 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL UPPER AUX {5}UPPER SOUTH LEVEL,AREA S1 MECHANICAL ELECTRICAL& VAV 2-S2 VAV BOX(ES) 0 hp 0.72 kVA 6.0 A C 120 V 1 LSOM1 36 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL UPPER AUX {5}UPPER SOUTH LEVEL,AREA S2 PLUMBING ENGINEER VAV 3-N1 VAV BOX(ES) 10 hp 0.72 kVA 6.0 A C 120 V 1 LN2A2 22 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL {5}UPPER NORTH LEVEL,AREA N1 Glumac VAV 3-N2 VAV BOX(ES) 10 hp 0.72 kVA 6.0 A C 120 V 1 LN2A2 24 0 A 1 20.1 DIV.26 FUSED DIV.23 INTEGRAL UPPER LEVEL {5}UPPER NORTH LEVEL,AREA N2 900 SW Fifth Ave.,Suite 1600 Portland,OR 97204 T(503)-227-5280 SCHEDULE NOTES FOOD SERVICE CONSULTANT A. ALL LISTED ITEMS ARE PROVIDED BY DIVISION 22 AND/OR DIVISION 23.PROVIDE POWER TO ITEMS AS INDICATED ON PLANS AND IN THE SCHEDULE. B. COORDINATE WITH DIVISIONS 22 AND 23 PRIOR TO INSTALLATION AND VERIFY OVERCURRENT PROTECTION AND FEEDER REQUIREMENTS WITH SUBMITTED MANUFACTURER DATA. INFORM ENGINEER OF CONFLICT(S). Webb Foodservice Design C. WHERE HP IS SHOWN AS'0",REFER TO FLA AND KVA FOR ELECTRICAL LOAD. 3700 SE Lafayette Ct. Portland,OR 97202 T(503)-236-8566 SCHEDULE REMARKS {1} DEVICES BY DIV.22 AND DIV.23 WIRING BY DIV.26.ESTIMATED 4100FT PIPE LENGTH,COORDINATE WITH OTHER DIVISIONS FOR PIPE DIMENSIONS. ACOUSTIC &AV CONSULTANT {2} INDOOR FAN COIL UNIT FED FROM ASSOCIATED OUTDOOR CONDENSING UNIT.COORDINATE WITH DIV.23 FOR EXACT LOCATION AND ELECTRICAL REQUIREMENTS. The Greenbusch Group {3} PROVIDE PROVISION FOR A FUTURE AIR COMPRESSOR CONNECTION. PROVIDE WALL-MOUNTED J-BOX NEAR FUTURE AIR COMPRESSOR WITH 1.25"CONDUIT HOMERUN TO ELECTRICAL ROOM S001.PROVIDE J-BOX WITH BLANK FACE PLATE AND LABEL"FUTURE AIR COMPRESSOR.' 1900 W.Nickerson St.,Suite 201 STUB-OUT HOMERUN INTO ELECTRICAL ROOM AND LABEL CONDUIT AS"FUTURE AIR COMPRESSOR."PROVIDE HOMERUN WITH PULL-STRING. Seattle,WA 98119 {4} PROVIDE PROVISION FOR A FUTURE AIR DRYER CONNECTION.PROVIDE WALL-MOUNTED J-BOX NEAR FUTURE AIR DRYER WITH 1.25°CONDUIT HOMERUN TO ELECTRICAL ROOM S001.PROVIDE J-BOX WITH BLANK FACE PLATE AND LABEL'FUTURE AIR DRYER.'STUB-OUT HOMERUN T 206-378-0569 INTO ELECTRICAL ROOM AND LABEL CONDUIT AS°FUTURE AIR DRYER."PROVIDE HOMERUN WITH PULL-STRING. {5} COORDINATE WITH MECHANICAL CONTRACTOR TO PROVIDE 120V/1PH POWER TO VAV BOX LOW-VOLTAGE TRANSFORMERS IN AREA. COST CONSULTANT {6} COORDINATE WITH MECHANICAL CONTRACTOR TO PROVIDE 120V/1PH POWER TO BMS DEVICES REQUIRING 120V/1 PH POWER IN AREA. Construction Focus 740 Almaden St. Eugene,OR 97402 T 541-686-2031 EXPIRES: 12/31/19 0 �PROFFsf� C5�< N eF.p �y 757I7PE 9 s�t` OREGON., d h .04Mferiz ‘TY Nr (30 / * , REVISIONS DATE TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH • SCHOOL MODERN IZATIO1 9000 SW DURHAM RD. TIGARD,OR.97224 JOB NO: 16992.00 ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area MECHANICAL & w PLUMBING c EQUIPMENT 1-' CONNECTION 2 ct B E W • a_ SHEET NOTES KEYED NOTES c#> O A. A SUBSTANTIAL PORTION OF THE EXISTING FACILITY IS 1 EXISTING SUB-DISTRIBUTION PANEL SDP-SDC TO bassetti TO BE DEMOLISHED. HATCHED AREAS OF THE FACILITY REMAIN, BUT DUE TO DEMOLITION AND NEW ARE PORTIONS THAT ARE TO REMAIN. CONSTRUCTION SCOPE, THE FEEDER WILL BE architects INTERRUPTED. MAINTAIN EXISTING UPSTREAM B. FOR AREAS BEING DEMOLISHED, CONTRACTOR SHALL CONNECTION TO EXISTING MAIN SWITCHBOARD. REFER REMOVE ALL EXISTING EQUIPMENT, DEVICES, RACEWAY, TO SHEET E1.12 FOR MORE INFORMATION. AND OTHER COMPONENTS THAT TYPICALLY BELONGS 721 NW 9TH Ave, Suite 350 TO DIVISION 26, DIVISION 27, AND DIVISION 28. 2 EXISTING SUB-DISTRIBUTION PANEL SDP-SDB. PANEL TO Portland, Oregon 97209 REMAIN DURING CONSTRUCTION PHASE, AND BE RE-FED T (206) 340 9500 F (206) 340 9519 C. WHERE DEMOLISHED POWER EQUIPMENT IS FED FROM FROM A NEW SOURCE. REMOVE EXISTING FEEDER UPSTREAM SOURCES IN AREAS TO REMAIN, REMOVE DURING DEMOLITION PHASE. THE FEEDER IN THE DEMOLISHED AREA. SAFE-OFF CONDUCTORS AND CAP RACEWAYS AT THE PORTION OF 3 EXISTING TRANSFORMER TO REMAIN. CIVIL ENGINEER & LANDSCAPE THE BUILDING THAT IS TO REMAIN EXISTING. Cardno DISCONNECT AND SAFE-OFF CONDUCTORS AT THE 4 EXISTING MDF ROOM TO BE RELOCATED TO NEW 6720 SW Macadam Ave Suite 200, UPSTREAM POWER SOURCE ALSO. LOCATION. CABLING CURRENTLY TERMINATED IN THE Portland, OR 97219 MDF ROOM THAT SUPPORTS NETWORK CONNECTIVITY T(503)-419-2500 TO AREAS EITHER OUTSIDE OF THE SCOPE OF WORK, STRUCTURAL ENGINEER OR AREAS THAT NEED TO REMAIN CONNECTED DURING DEMO AND PHASE 1 WORK, TO BE RE-ROUTED AND Catena Engineers RE-TERMINATED WITHIN THE NEW MDF LOCATION PRIOR 1500 NE living St., Suite 412 TO DEMO AND PHASE 1 WORK. ASSUME (12) 12-STRAND Portland, OR 97232 FIBER OPTIC CABLES, AND(100)CATEGORY 6 CABLES T(503)-467-4980 FOR BUDGETARY PURPOSES, MECHANICAL ELECTRICAL & . PLUMBING ENGINEER 5 EXISTING DISTRIBUTION FOR WIRING TO PAGING Glumac SPEAKERS IS LOCATED HERE. WIRING THAT 900 SW Fifth Ave., Suite 1600 TERMINATES AT THIS LOCATION, THAT SUPPORTS Portland, OR 97204 PAGING SPEAKERS OUTSIDE OF THE SCOPE OF WORK T(503)-227-5280 THAT IS EXISTING TO REMAIN, TO BE RE-ROUTED, FOOD SERVICE CONSULTANT SPLICED, AS NECESSARY TO RELOCATE TO THE NEW MDF LOCATION. Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC &AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. . _ Eugene, OR 97402 T 541-686-2031 EXPIRES: 12/31/19 J �5 ,AG 1Nr py I _ - -- _ -Jj , 757 e;7PE 9 :i1 "1 'g-ro4 . o,)OREGON --- -_ -- - EXISTING MAIN - • _. - ELECTRICAL ROOM s a i-t , Lic ,—r IT;' I _ PNL-4H, ' 5 • PNL- PNL-2LA PNL-2LC' I - . . .-.-I� 1 r Y SII II' ._ I _ h r Jo TPNL- E ' .!... f . _ I I ' PNL- XF — • I S B— L_' PNL-SDA 1: PNL-XA I I I II 0i� I Ii----- --_-_- ----_ -i kl j i• . . O i__ L 1 r — Q I L — J • F. 11111 1 — . __ . - t._—____,ir '___,_ _ . _1(6W. ii. . ____r„. - . SG - I I I I I I 1 BP2 ADD#1 04/04/18 1 ;. , I uIm _ .._-.__ —_- # REVISIONS DATE nour 1 I I I I N SL - - ____ - = @NA/ I �' I -- �: 1 a _-1 *- ! 4 IIIPIPT1 lir -. _— SP - — - - — — _ — — J-. TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH _. I 1 _ __ SCHOOL MODERNIZATIOF' III I I _ � 11 ,i I I � 9000 SW DURHAM RD. TIGARD, OR. 97224 y JOB NO: 16992.00 I I ISSUE DATE: 06/19/2018 I Jurisdiction Stamp Area S 1 40 S4 (11) S6 .S9,) ..- cS 10)S 111 �5 3) III 111111 DEMO PLAN - w ELECTRICAL MAIN u) LEVEL MAIN LEVEL - FLOOR PLAN - POWER AND SIGNAL - DEMOLITION PROJECT NORTH N TRUE ~ 0SCALE: 1132"= 1`-0" � NORTH el) I- ' 4. 1/32" = 1'-0" UJ ED1 . 12 ■ ■ ■ ■ En N ■ ■ ■ ■ EN 0 32'- 0" 64'-0" 96'- 0" 128'-0" I > KEYED NOTES {#) _ i 1 PROVIDE 2'X3'X3'MINIMUM SIZE CONCRETE COMMUNICATIONS PULL BOX WITH NON-SLIP COVER bassetti ii / \� AND CONCRETE BASE LABELED _ architects '�.• \� 2 1 4" CONDUIT FOR UTILITY PRIMARY PER DISCUSSIONS / ,dam- i � � O WITH UTILITY(PGE). VERIFY DUCT REQUIREMENTS WITH /' ��\ e-` I / / „,,".' ONDUCTORS SHALL BE BY THE UTILITY. jorw ,1r / ' �I�� :- - CIVIL ENGINEER & LANDSCAPE �A 3 VERIFY LOCATION OF EXISTING UTLITY VAULT WITH Cardno �� UTILITY. 6720 SW Macadam Ave Suite 200, . -- Portland, OR 97219 /• t� 10 LL O 4 PATHWAY FOR FUTURE FEEDER BETWEEN MAIN ' //• � _ �� T(503)-419-2500 / Of .+tl► ; �►, � ' \ h1,7„ SWITCHBOARD AND SUB DISTRIBUTION PANEL IN SOUTH g `; �4 / R ELECTRICAL ROOM. PROVIDE 4 4" CONDUITS WITH PULL STRUCTURAL ENGINEER / , ." / /� � > LNiA1-22 qp STRINGS. ROUTE INA SHARED TRENCH WITH SANITARY Catena Engineers ../ ,-,....: . , . / �,�� ei..-i C � WP WATER. REFER TO CIVIL DRAWINGS FOR EXACT 1500 NE Irving St., Suite 412 ,(+� ._ , i 1 LOCATION OF TRENCH. Portland. OR 97232 / yam' r . / ..5i7-PGE T(503)-467-4980 °ry/ ' � O'� ,�? ®"`� = 577 PGE VAULT\\ :(.,ri 1� �'j � .4 c •‘ * �� fi \� 5 PROVIDE PULL BOX TO REDUCE SIDEWALL PRESSUREMECHANICAL ELECTRICAL & 1 / �' a • � TO ACCEPTABLE LEVEL D RIN FUTURE CABLE PLUMBING ENGINEER S DURING � ;f� �� ;J / p� `L { \\ • PULLING PROVIDE 01-D CASTLE 644-LA VAULT OR Glumac �,/,.l1, LN1A1-24 - �`.z171.0' .• APPROVED SIMILAR PRODUCT. 900 SW Fifth Ave. Suite 1600 ,�� WPB . �� ' �, �, ,,, Portland, OR 97204 '/ �' i, / / !�rloablti-44'.4.i:1, , T(503) 227-5280 Q "�/ 6 HOMERUN VIA 120V HANDHOLE AND SPARE 1"CONDUITS / • 360� _ \ ! � /y =; � �� TO MAIN ELECTRICAL ROOM FOR EXTERIOR CIRCUITS, FOOD SERVICE CONSULTANT / gir / - / ; ► Wil—_� PER SHEET E6.04. Webb Foodservice Desi n t / � / A.i • / 0 j , . , s 3700 SE Lafayette Ct. MI Q1I//' /' /" j02 a /rry Portland, OR 972.,/i - • , f i• H� / \ T(503)-236-8566 wir• ...,,.. 0., / ^// \ ^ . -\��Q. < ' LN1A1-22' 7 a j "44,P4. i♦ f4i4;tt k::/:-,- ./..:/ � ,'� © f`: ''� � � 1.�:IbialiT6.14.: \ ACOUSTIC & AV CONSULTANT >ill, . �� ,(y4.. %�Dill � � _ The Greenbusch Group •,,: r i 41111. /�/ ta0 ;0..1::: \ �, \ 1900 W. Nickerson St., Suite 201 j+ �, 1. �� 0\, Seattle,WA 98119 q '1,./ sari' Alei ` �' �oseess ��. / .E_ � �.m 4°P( © � :sagThe206-378-0569enb ' '�li / ate •• �.-�.,.-, _may C , 4' ' ,a►A. �►F407: \ �+�' ritA i/ % * • /!.' COST CONSULTANT :i / a ,� •� a �I f'' kr �! ;c'� . +,; �Q � ® Construction Focus o • 740 Almaden St. i / r. , / AP AD ;�� ;�� :.. e.A.1040:''...: „-1 ^`'4 „iiii.4:7.07:0.07:744.40:::%:::::::. �0b �� 1.4,N44::- i. QEugene, OR 97402 # • !+ , /�, tti '_\ 141:- ,.,, 10 �jir .�10r:.•.'‘iii-•-•-:-\...7-, T 541 686 2031 P 0.0%...0".641 kb iii0. 1k./,/ r-/ � I ,� `` _ q� / � , .� ' �a*� . ;: 0 �y ;%� °`' _ _-y� ... '_' _ �.. 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I .® • ''� O Oj 00O4, 0/. ) .,/, 4 - �� -- ;�- is 11 IDF ��) 1-1111,i-.i.1::.1'1_''11.:'-'.-M'.:::17.-17111:1,7-'..-7-17' ti, a . 41111p. •: ! ' ` ` _�, ilr 44r x... _ a - ,� ;el 1 _Nr [li 1I: �9 41iL- '; t.; / err• . . wrw wr �• 4^ . n•r••'r yFrv ®� eel CD c [ w4 ,�,' . a a i j /./ //ill TIGARD TUALATIN SCHOOL DISTRICT / GO .. �t n �, .! a :N;14 TIGARD HIGH 1 •••• ..„,, . ._ ,._ ._ , _.. _. , . ._,_./ \ kms ,, .: „...„, SCHOOL 0/ 0040,.. , ,:__ _L _ _ . :.,.____ .. ji -pi/ 0/i... MODERNIZATION s o *o Li ---:-__ . - -„---1 „ i„ ._'-rt:4_;_:.= L 1 ,.....emilll . II •- '' s �. EXISTING TING \`\ illik' EXIS I ... ik MODULAR:u.. " MODULAR' 9000 SW DURHAM RD. / �� — y_ I' BIiLDNG BUILDING ,�� ' TIGARD, OR. 97224 Ai -� 7BIASTTTINIINGGBcUAILGDEINIsG) i �-�' 'x ? � JOB N0: 16992.00 117.__14:,:-.141_511 �. L 1 �r ISSUE DATE: 06/19/2018 y� :a '� ` , , Jurisdiction Stamp Area 0 C(3 c o ,s, CT _ • __ •• „.__. .,_, i M/ •+� ,1 j5f� �y - A . ,,, , v _. _....„.._ • -, ... „_A____ ___------- ,. __,,,,, _. ---... .:: ,.< \ • o _________ ,, \ -,7-- ., - \ \________ ,-- „� / � � c) . / 4, ELECTRICAL SITE - _ i / . _ ? � � �. �; /'/ o w PLAN w N 4/ 1— PROJECT NORTH TRUE I NORTH 0 2 ct ELECTRICAL SITE PLAN0 11 = , „ w E1 . 00 SCALE: 1” =40'-0" • ■ ■ ■ ■ 1/40 1 -0 ■ ■ ■ II 0 40'-0" 80'-0" 120'-0" 160'-0"