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Plans (4) BU P2018 -00188 1 of 4 ABBREVIATIONS VICINITY MAP SHEET INDEX bassett/ COVER&CODE SHEETS A4.14 WALL SECTIONS S2.53 UPPER AUX LEVEL FLOOR&UPPER ROOF P2.27 PLUMBING ROOF PLAN-AREA S1 G0.00 COVER SHEET A4.15 WALL SECTIONS FRAMING PLAN-AREA S1 P2.28 PLUMBING ROOF PLAN-AREA S2 architects 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 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 FIBERBOARDG1.10 ARCHITECTURAL SITE PLAN A4.19 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 OVERLAY1 r 01.11 FOUNDATION AND UNDERSLAB DRAIN PLAN A4.20 WALL SECTIONS S3.02 BRBF ELEVATIONS P4.02 WASTE RISER DIAGRAMS Portland, Oregon 97209 ACWP ACOUSTICAL CEMENTITIOUS WOOD FIBER PANEL MFR MANUFACTURER AFF ABOVE FINISH FLOOR MIR MIRROR d a 01.12 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 In . J 0 JOINTS S3.12 EXTERIOR ELEVATIONS ALUM ALUMINUM MISC MISCELLANEOUS ai IG2.10 CODE&AREA ANALYSIS P6.fl1 ENLARGED PLANS KITCHEN APPROX APPROXIMATE MMA METHYL METHACRYLATE > G2.13 EXITENGIEGRESS&FIRE RATING PLAN LOWER A4,22 WALL SECTIONS LOBBY FIREWALL S3.13 EXTERIOR ELEVATIONS P6.02 ENLARGED PLANS AVE AVENUE MO MASONRY OPENING < a `t'�y s LEVEL .04.23 WALL SECTIONS AUTO SHOP SEISMIC JOINTS S3.14 EXTERIOR ELEVATIONS P6.03 ENLARGED PLANS AVG AVERAGE MET METAL Co TPA G2.14 EXITING/EGRESS&FIRE RATING PLAN-MAIN A4.24 WALL SECTIONS-SEISMIC JOINTS S3.21 FRAMING ELEVATIONS P6.04 ENLARGED PLANS CIVIL ENGINEER & LANDSCAPE AWP ACOUSTICAL STRETCHED FABRIC WALL PANEL NA NOT APPLICABLE m y ¢ �' LEVEL A4.25 WALL SECTIONS 54.01 PARTIAL PLANS P9.01 PLUMBING DETAILS BCT BABY CHANGING TABLE SURFACE MOUNTED NIC NOT IN CONTRACT 94. = PROJECT SITE G2.15 EXITING/EGRESS&FIRE RATING PLAN UPPER CardnO �` A5.11 EXTERIOR STOREFRONT&WINDOW TYPES 55.01 CONCRETE DETAILS BLDG BUILDING NR NON RATED c / 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 cn 03.10 PHASE 1-SITE PLAN E0.00 ELECTRICAL LEGEND AND ABBREVIATIONS T(503)-419-2500 C AMERICAN STANDARD CHANNEL OC ON CENTER .05.21 EXTERIOR WEATHER BARRIER WRAP SEQUENCE 55.03 CONCRETE DETAILS CPT CARPET OD OUTSIDE DIAMETER -- , ---_ G3.13 PHASE I-EXITING/EGRESS& FIRE RATING PLAN A5.22 EXTERIOR STOREFRONT DETAILS S5.06 CONCRETE DETAILS E0 01 ELECTRICAL DRAWING LIST CG CORNER GUARD OPNG OPENING e- LOWER LEVEL E0_02 BASIS OF DESIGN AND NOTES STRUCTURAL ENGINEER /l SW DURHAM RD -L A5.23 ALUMINUM WINDOW DETAILS S5.07 CONCRETE DETAILS CJ CONTROL JOINT OPP OPPOSITE • �r`Q- G3.14 PHASE 1 EXITING/EGRESS&FIRE RATING PLAN A5.24 EXTERIOR DOOR DETAILS S6.01 STEEL DETAILS E0.03 REFERENCE TABLES Catena Engineers CL CENTER LINE OZ OUNCE -MAIN LEVELg CMU CONCRETE MASONRY UNIT P PAINT ♦ r...... w \. ?</`' A5.25 OPENING DETAILS S6.02 STEEL DETAILS E0.04 VOLTAGE DROP CALCULATIONS 1500 NE IrvingSt., Suite 412 G3.15 PHASE I EXITING/EGRESS&FIRE RATING PLAN COL COLUMN PERP PERPENDICULAR in > I > 00 -UPPER LEVEL A5.31 EXTERIOR PLAN DETAILS 56.03 STEEL DETAILS E0.05 MECHANICAL&PLUMBING EQUIPMENT Portland, OR 97232 CONC CONCRETE PL PLATE ¢o . T �Q G4.10 PHASE II SITE PLAN A5.32 EXTERIOR PLAN DETAILS S6 06 STEEL DETAILS CONNECTION SCHEDULE T(503)-467-4980 1 1-CT CERAMIC TILE PLAM PLASTIC LAMINATE zi Q N ' CO JQ G4.13 PHASE II EXITING I EGRESS&FIRE RATING PLAN A5.41 EXTERIOR DETAILS S6.07 STEEL DETAILS E0.06 MECHANICAL&PLUMB1NG EQUIPMENT 6 DEPT DEPARTMENT PLYWD PLYWOOD ' LOWER LEVEL A5.42 EXTERIOR DETAILS 56.08 STEEL DETAILS CONNECTION SCHEDULE MECHANICAL ELECTRICAL & - DF DRINKING FOUNTAIN PNL PANEL `' "' DIA DIAMETER PTD PAPER TOWEL DISPENSER WI WAST RECEPTACLE � JED1.12 DEMO PLAN-ELECTRICAL MAIN LEVEL PLUMBING ENGINEER G4.14 PHASE II EXITING/EGRESS&FIRE RATING PLAN A5.43 EXTERIOR DETAILS S6.09 STEEL DETAILS DIM DIMENSION PSF POUNDS PER SQUARE FOOT -MAIN LEVEL A5.51 ROOF DETAILS 56.10 STEEL DETAILS E1.00 ELECTRICAL SITE PLAN Glumac DIM PT DIMENSION POINT PSI POUNDS PER SQUARE INCH G4.15 PHASE II-EXITING/EGRESS&FIRE RATING PLAN A5.52 ROOF DETAILS S6.11 STEEL DETAILS El_10 POWER AND SIGNAL UNDERGROUND 900 SW Fifth Ave., Suite 1600 ON DOWN RAF RESILIENT ATHLETIC FLOORING /SWWAVERLY DR -UPPER LEVEL COMPOSITE Portland. OR 97204 A5-53 ROOF DETAILS S6.12 STEEL DETAILS T(503)-227-5280 DR DOOR RCP REFLECTED CEILING PLAN E1.11 POWER AND SIGNAL LOWER LEVEL FLOOR PLAN A5-54 ROOF DETAILS 56.51 METAL DECK DETAILS DW DISHWASHER REBAR REINFORCING BAR a SURVEY COMPOSITE A5.55 ROOF DETAILS 56 52 METAL DECK DETAILS FOOD SERVICE CONSULTANT DWG DRAWING RM ROOM E1.12 POWER AND SIGNAL MAIN LEVEL FLOOR PLAN EA EACH RO ROUGH OPENING "' 2 OF 2 TOPE) A5.56 ROOF DETAILS S7.01 METAL STUD DETAILS COMPOSITE Webb Foodservice Design EL ELEVATION ROW RIGHT OF WAY �n / A5.57 ROOF DETAILS S7.02 METAL STUD DETAILS E1.13 POWER AND SIGNAL UPPER LEVEL FLOOR PLAN 3700 SE Lafayette Ct. ELEC ELEC SCHED SCHEDULE uJ A5.58 ROOF DETAILS S7.03 METAL STUD DETAILS ELEV ELEVATOR SD SOAP DISPENSER z CIVIL SHEETS SOUTH COMPOSITE Portland, OR 97202 O O A5.59 ROOF DETAILS S7 04 METAL STUD DETAILS E1.14 POWER AND SIGNAL UPPER LEVEL FLOOR PLAN T(503)-236-8566 EM ENTRANCE MAT SF SQUARE FEET O , � C0.01 GENERAL NOTES EQUIP EQUIPMENT SHTG SHEATHING ao pQN .05.61 SEISMIC JOINT DETAILS $7.51 WOOD DETAILS NORTH COMPOSITE EXIST EXISTING SIM SIMILAR 0'<" ' C1.00 EXISTING CONDITIONS A5.62 SEISMIC JOINT DETAILS S7.52 WOOD DETAILS E1.15 POWER AND SIGNAL ROOF FLOOR PLAN ACOUSTIC & AV CONSULTANT a.EXT EXTERIOR SN SANITARY NAPKIN ��O C1.01 DEMOLITION PLAN WEST A5.63 SEISMIC JOINT DETAILS S7.56 WOOD DETAILS COMPOSITE FA FIRE ALARM SPEC SPECIFICATIONS 5-0 I „ 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 '. 02.00 SITE PLAN A5.65 SEISMIC JOINT DETAILS S8.02 BRBF DETAILS E2-12 POWER AND SIGNAL UNDERGROUND-AREA N2 1900 W. Nickerson St., Suite 201 FE FIRE EXTINGUISHER STC SOUND TRANSMISSION CLASS - C2.01 SITE PLAN-ENLARGEMENTS FEC FIRE EXTINGUISHER CABINET STD STANDARD .05 66 SEISMIC JOINT DETAILS 58.03 STEEL TRUSS MOMENT FRAME DETAILS E2.13 POWER AND SIGNAL MAIN LEVEL AREA Ni Seattle,WA 98119 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 FOIC 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 1 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 ENLARGEMENTS A6.13 ENLARGED TOILET PLANS AND ELEVATIONS M0.1 BASIS OF DESIGN E2.18 POWER AND SIGNAL ROOF PLAN-AREA N2 740 Almaden St. FRWC FIBER REINFORCED WALL COVERING TSCA TOILET SEAT COVER DISPENSER C4,10 SANITARY AND WATER PLAN WESTEugene, OR 97402 FSP FIXED SOUND ABSORPTIVE PANELS TINS TACKABLE WALL SURFACE .06.21 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, M0.07 SCHEDULES UPPER LEVEL AREA S1 HDWD HARDWOOD VOL VOLUME C5.03 SITE DETAILS IV 12,14,15)(Ramp 01, 02,03) E2.26 POWER AND SIGNAL UPPER LEVEL -AREA 82 HM HOLLOW METAL VG V-GROOVE JOINT M1.11 HVAC LOWER LEVEL FLOOR PLAN COMPOSITE 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 05.14 STORM DETAILS V A6.31 ENLARGED ELEVATOR PLANS. SECTIONS. M1.14 HVAC UPPER LEVEL NORTH FLOOR PLAN E2.33 POWER AND SIGNAL MAIN LEVEL-AREA E2 JT JOINT WD WOOD C5.21 SANITARY DETAILS II DETAILS COMPOSITE E5.01 ELECTRICAL SINGLE LINE DIAGRAM L LENGTH/ANGLE(AS STRUCTURAL SHAPE) WOW WINDOW C5.30 WATER DETAILS I A6.41 GYM STRIPING PLANS M1.15 HVAC ROOF PLAN COMPOSITE E5.02 PANELBOARD SCHEDULES 480V NORMAL PANELS LB POUND WT WEIGHT LF LINEAR FOOT C5.31 WATER DETAILS II A7.01A INTERIOR ELEVATIONS-LOWER LEVEL S1 M2.13 HVAC MAIN LEVEL-AREA Ni 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 C7.01 DURHAM EAST P&P A7.03 INTERIOR ELEVATIONS-LOWER LEVEL S1 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 A7.05 INTERIOR ELEVATIONS-LOWER LEVEL SiM2.18 HVAC ROOF PLAN-AREA N2 -SOUTH P7.10 STREET SECTIONS PANELBOARD SCHEDULES 208V NORMAL PANELS P7.20 STRIPING PLAN-92ND A7.06 INTERIOR ELEVATIONS-LOWER LEVEL S2 M2.23 HVAC LOWER LEVEL-AREA Si E5.06 -SOUTH P7.30 STREET DETAILS A7.07 INTERIOR ELEVATIONS-LOWER LEVEL S2 M2.24 HVAC LOWER LEVEL-AREA S2 A7.08 INTERIOR ELEVATIONS-LOWER LEVEL S25.07 PANELBOARD SCHEDULES-STANDBY PANELS P7.40 STORM DETAILS I M2.25 HVAC MAIN LEVEL AREA SiS1 +UPPER LEVEL AREA E5.08 PANELBOARD SCHEDULES EMERGENCY GRAPHIC SYMBOLS PROJECT DATA GENERAL NOTES P7.41 STORM DETAILS II A7.09INTERIOR ELEVATIONS-LOWER LEVEL S2 SiPANELS P7.41 WATER DETAILS A7.1111A INTERIOR ELEVATIONS MAIN LEVEL N1 M2.26 HVAC UPPER LEVEL AREA S2 E6.01 ENLARGED PLANS P7.51 STRIPING DETAILS I A7.11B 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 II A7.12 INTERIOR ELEVATIONS-MAIN LEVEL N1 M2.28 HVAC ROOF PLAN-AREA S2 E6.03 ENLARGED PLANS 9000 SW DURHAM RD. 1.VERIFY AND COORDINATE SITE CONDITIONS, EXISTING BUILDING CONDITIONS,AND DIMENSIONS. .07.13 INTERIOR ELEVATIONS-MAIN LEVEL El M2.32 HVAC MAIN LEVEL- AREA El E6.04 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 S1 M2.33 HVAC ROOF PLAN-AREA E1 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 E6.06 ENLARGED PLANS /-1 Elevation ID OWNER TIGARD-TUALAT1N SCHOOL DISTRICT 2. IMMEDIATELY BRING INCONSISTENCIES,ERRORS AND OMISSIONS FOUND IN THE DRAWINGS AND A7.16 INTERIOR ELEVATIONS-MAIN LEVEL Ni &N2 COMPOSITE / 1 c L1.01 TREE PRESERVATION&REMOVAL PLAN SOUTHE6.07 ENLARGED PLANS 1219 6960 S.W. 97223 RG ST SPECIFICATIONS TO ATTENTION OF ARCHITECT L1.02 TREE PRESERVATION& REMOVAL DATA .07.17 INTERIOR ELEVATIONS MAIN LEVEL N2 MZ1.12 MECHANICAL SYSTEMS MAIN LEVEL COMPOSITE TIGARD, OR 97223 MZ1.14 MECHANICAL SYSTEMS UPPER LEVEL NORTH E6.11 ENLARGED PLAN-MDF/IDF ROOMS .0101 Room Number CONTACT: CATHY KRAUS(503)913 3777 3. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS SHOWN ON DRAWINGS WITH ACTUAL L3.00 LANDSCAPE PLANTING PLAN NW .07.18 INTERIOR ELEVATIONS MAIN LEVEL Si E6.12 ENLARGED PLAN-MDF/IDF ROOMS Sheet Number A7.19 INTERIOR ELEVATIONS MAIN LEVEL SiCOMPOSITE FIELD MEASUREMENTS. NOTIFY ARCHITECT OF DISCREPANCIES. L3.01 LANDSCAPE PLANTING PLAN SWMZ213 MECHANICAL MAIN LEVEL AREA Ni E9.03 ELECTRICAL DETAILS . ARCHITECT OF RECORD BASSETTI ARCHITECTS L3.02 LANDSCAPE PLANTING PLAN NE&COURTYARD A7.20 INTERIOR ELEVATIONS-MAIN LEVEL Si E9.04 ELECTRICAL DETAILS 721 NW 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 SiMZ2.14 MECHANICAL MAIN LEVEL-AREA N2 L3.03 LANDSCAPE PLANT LEGEND BUILDING SECTION SCHEDULE INDICATOR PORTLAND, OR 97209 AND CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. .07.22 INTERIOR ELEVATIONS UPPER LEVEL N1 MZ2.15 MECHANICAL UPPER LEVEL-AREA Ni E9.05 ELECTRICAL DETAILS CONTACT: CAROLINE LEMAY(503)224 9162 L3.04 LANDSCAPE DETAILS&NOTES E9.06 ELECTRICAL DETAILS MZ2.16 MECHANICAL UPPER LEVEL-AREA N2 L -Louver L4.00 TREE CANOPY SITE PLAN A7.23 INTERIOR ELEVATIONS-UPPER LEVEL N2 Section ID W 1 SF Storefront 5.WORK INSTALLED IN CONFLICT WITH CONSTRUCTION DOCUMENTS WILL BE CONSIDERED IN MZ2.23 MECHANICAL MAIN LEVEL AREA Si E9.07 ELECTRICAL DETAILS TAX PARCEL NO: 2S114AA00100 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 W Window .07.25 INTERIOR ELEVATIONS UPPER LEVEL S1 MZ2.24 MECHANICAL MAIN LEVEL-AREA S2 FP Fiberglass Sandwich Panel L4.02 TREE CANOPY DATA EL0.01 BASIS OF DSIGN AND LUMINAIRE SCHEDULE TV Sheet Number SITE AREA: 43.2 Acres 6. COORDINATION: COORDINATE WORK TO COMPLY WITH DRAWMZ2.25 MECHANICAL MAIN LEVEL AREA SI +UPPER DRAWINGS AND SPECIFICATIONS, L5.00 TREE SOIL VOLUME PLAN A7.26 INTERIOR ELEVATIONS-UPPER LEVEL S2 LEVEL AREA S1 EL0.02 LUMINARE. LCP SCHEDULES INCLUDING MECHANICAL, ELECTRICAL. EQUIPMENT AND OTHER CONSTRUCTION. L5.01 TREE SOIL VOLUME DATA A7.27 INTERIOR ELEVATIONS-UPPER AUX S1 LEGAL DESCRIPTION: SECTION 11, TOWNSHIP 2 SOUTH, RANGE 1 WEST,WILLAMETTE MERIDIAN MZ2.26 MECHANICAL UPPER LEVEL-AREA S2 EL1.00 LIGHTING SITE PLAN (P2) RESTORATION KEY NOTEL6.00 PLANTING DURHAM A7.28 INTERIOR ELEVATIONS-UPPER LEVEL S1 &S2 7. FOLLOW MANUFACTURER'S INSTRUCTIONS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS MZ2.32 MECHANICAL MAIN LEVEL-AREA E1 EL1.01 ELECTRICAL S1TE PLAN PHOTOMETRIC WALL SECTION L6.01 PLANTING 92ND A8.01 RCP COMPOSITE LOWER LEVEL ARE INDICATED OR REQUIRED BY CONSTRUCTION DOCUMENTS OR APPLICABLE CODES. 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 M3.11 HYDRONIC PIPING PLAN LOWER LEVEL EL2.14 LIGHTING PLAN MAIN LEVEL AREA N2 A Section ID MATCH LINE L6.03 DETAILS&NOTES A8.03 RCP COMPOSITE UPPER LEVEL SOUTH COMPOSITE EL2.15 LIGHTING PLAN UPPER LEVEL-AREA N1 -- 1 1 8. PROVIDE AND INSTALL SOLID BLOCKING OR BACKING FOR ALL WALL AND CEILING MOUNTED A8.04 RCP COMPOSITE UPPER LEVEL NORTH M3.12 HYDRONIC PIPING PLAN MAIN LEVEL COMPOSITE EL2.16 LIGHTING PLAN UPPER LEVEL AREA N2 .04.11 ITEMS. EROSION AND SEDIMENT CONTROL PLANS A8.11 RCP MAIN LEVEL-AREA N1 Sheet Number M3.13 HYDRONIC PIPING PLAN UPPER LEVEL SOUTH EL2.23 LIGHTING PLAN LOWER LEVEL-AREA S1 Location of Adjacent DrawingE5C0.0 EROSION AND SEDIMENT CONTROL COVER A8.12 RCP MAIN LEVEL-AREA N2 COMPOSITE JURISDICTION: CITY OF TIGARD 9. PROVIDE INTERMEDIATE ROD AND SHELF SUPPORTS FOR SPANS EXCEEDING 36". EL2.24 LIGHTING PLAN LOWER LEVEL-AREA S2 FIRE DISTRICT: TUALATIN VALLEY FIRE&RESCUE SHEET A8.21 RCP UPPER LEVEL-AREA N1 M3.14 HYDRONIC 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 LEVEL AREA S1 DETAIL REFERENCE 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 N1 EL2.32 LIGHTING PLAN MAIN LEVEL AREA E1 3 CODES: CITY OF TIGARD MUNICIPAL CODE 11. INSTALL GYPSUM BOARD, OR OTHER SHEATHING OR BACKER BOARD AS SCHEDULED OR ESC PLAN NORTHWEST A8.51 RCP MAIN LEVEL AREA Si &UPPER AUX M4.14 HYDRONIC PIPING PLAN MAIN LEVEL AREA N2 N 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC)' INDICATED. ON BOTH SIDES OF WALL FRAMING UNINTERRUPTED FROM FLOOR TO UNDERSIDE OFMDF.E01 BASIS OF DESIGN AND NOTES \A_9:042/„N ESC1.1 CLEARING. DEMOLITION AND MASS GRADING A8.52 RCP MAIN LEVEL-AREA S2 M4.15 HYDRONIC PIPING PLAN UPPER LEVEL-AREA Ni2014 OREGON PLUMBING SPECIALTY CODE (ORSC) FLOOR OR ROOF DECK, UNLESS NOTED OTHERWISE MDF.E03 MECH& PLUMB EQUIP CONN&LUMINAIRE N 2 N 1 Sheet Number 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC) ESC PLAN-SOUTH A8.71 RCP MAIN LEVEL-AREA El M4.16 HYDRONIC PIPING PLAN UPPER LEVEL-AREA N2 SCHEDULES -1 N 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) 12.ATTACH PIPING 1N 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 2014 OREGON ELECTRICAL SPECIALTY CODE(OESC) CONTACT WITH CONSTRUCTION. ESC PLAN-EAST OR 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 CONSTRUCTIONI 1 Ai01 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 M4.23 HYDRONIC PIPING PLAN LOWER LEVEL AREA Si MDF.E21 ELECTRICAL PLANS MAIN LEVEL 2010 OREGON SOLAR INSTALLATION SPECIALTY CODE(OSISC) 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 F- -1 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 51 + MDF.E51 SINGLE-LINE DIAGRAM AND PANEL SCHEDULES E2 RELITE NUMBER ESC2.2 GRADING.STREET,AND UTILITY CONSTRUCTION &DETAILS UPPER LEVEL AREA S1 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 S2 AV SHEETS LI _ __JI R241-2 PREVENT SOUND TRANSMISSION_ E5C3.0 EROSION AND SEDIMENT CONTROL DETAILS A9.51 INTERIOR DETAILS M4.27 HYDRONIC PIPING ROOF PLAN-AREA Si M4.28 HYDRONIC PIPING ROOF PLAN AREA S2 AV0.01 AV LEGEN, NOTES,AND TYPICALS S2 OCCUPANCY: GROUP E A9.52 INTERIOR DETAILSAV1.01 AV BLOCK DIAGRAMS 1 4 - 15. COORDINATE SIZES AND LOCATIONS OF OPENINGS AND ROUGH-INS FOR MECHANICAL, I, TYPE OF CONSTRUCTION: PROPOSED: TYPE II-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 E1 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, .01.13 COMPOSITE FLOOR PLAN UPPER LEVEL SOUTH A9.83 CASEWORK DETAILS M5.01 MECHANICAL SYSTEM SECTION VIEWS AV1 D5 AV DETAILS INTERIOR ELEVATION CASEWORK INDICATOR ALL BUILDINGS FULLY SPRINKLERED AND FIRE ALARMS INSTALLED BASES. POWER, WATER AND DRAIN INSTALLATION WITH EQUIPMENT MANUFACTURERS BEFORE .01.14 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 Elevation ID PROCEEDING WITH THE WORK. PROVIDE AND INSTALL SEISMIC BRACING &FASTENING IN A10.12 FINISH FLOOR PLAN MAIN LEVEL-AREA N2 M6.01 ENLARGED PLANS II GAR D I-I I G H ACCORDANCE WITH CODE REQUIREMENTS. Al.15 COMPOSITE ROOF PLAN AV1.07 AV DETAILS 1A A2.13 FLOOR PLAN MAIN LEVEL-AREA N1 A10.21 FINISH FLOOR PLAN UPPER LEVEL-AREA N1 M7.01 HEATING WATER PIPING SCHEMATIC DIAGRAM 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 SCI-100L 1D A101 1B MECHANICAL SUBCONTRACTORS. A2.14 FLOOR PLAN MAIN LEVEL-AREA N2 A10.41 FINISH FLOOR PLAN LOWER LEVEL-AREA Si M8.01 CONTROLS-SCHEMATICS AV2.12 AV PLAN, MAIN LEVEL,ZONE Ni 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 IC KNOWLEDGE OR EFFORT. A2 15 FLOOR PLAN UPPER LEVEL-AREA N1 A10.51 FINISH FLOOR PLAN MAIN LEVEL-AREA SI + UPPER LEVEL AREA Si M9.02 MECHANICAL DETAILS AV2.14 AV PLAN, MAIN LEVEL.ZONE El ODERNIZATIOIN 211H A2 150 DIMENSION FLOOR PLAN UPPER LEVEL-AREA N1 M9.03 MECHANICAL DETAILS 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 A10.71 FINISH FLOOR PLAN MAIN LEVEL-AREA El M9.05 MECHANICAL DETAILS A2.16D DIMENSION FLOOR PLAN UPPER LEVEL-AREA N2 AV2.22 AV PLAN. UPPER LEVEL,ZONE N1 20. FINISHES: IN FINISHED INTERIOR AREAS: NO EXPOSED PIPE, CONDUITS. DUCTS, VENTS. ETC .010.81 FINISH SCHEDULE MAIN LEVEL M9.06 MECHANICAL DETAILS GRID LINES N NORTH ARROW UNLESS NOTED OTHERWISE, CONCEAL UTILITY LINES BEHIND FINISHED CONSTRUCTION UNLESS .02.17 ROOF PLAN AREA Ni A10.82 FINISH SCHEDULE-UPPER AND LOWER LEVELS NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS OR APPROVED BY ARCHITECT. IF A2.18 ROOF PLAN-AREA N2 M9.07 MECHANICAL DETAILS FOOD SERVICE SHEETS 9000 SW DURHAM RD. A 1 - „ AFOREMENTIONED WORK CANNOT BE CONCEALED WITHIN FINISHED CONSTRUCTION OF THE A2.23 FLOOR PLAN LOWER LEVEL-AREA S1 A10.91 SIGNAGE DETAILS.010.92 SIGNAGE SCHEDULE FS-100 SYMBOLS. NOTES. &INDEXTIGARD, OR. 97224 '. CONTRACT DOCUMENTS THE CONTRACTOR SHALL PROVIDE& INSTALL FURRED& FINISHED A2.23D DIMENSION FLOOR PLAN LOWER LEVEL AREA PLUMBING SHEETS FS-l01 REFERENCE PLAN ) HORIZONTAL&VERTICAL CHASES TO MATCH ADJACENT FINISH TO CONCEAL WORK, COORDINATE Si 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 S0.02 GENERAL STRUCTURAL NOTES(CONT.) PD1.11 DEMO PLAN-PLUMBING LOWER LEVEL FS-301 Jurisdiction Stamp Area PARTITION INDICATOR EXIT SIGN PLUMBING PLAN 22. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. A2.25 FLOOR PLAN MAIN LEVEL AREA Si +UPPER S0.03 SYMBOLS&ABBREVIATIONS PD1.12 DEMO PLAN-PLUMBING MAIN LEVEL FS-401 ELECTRICAL PLAN LEVEL AREA S1 S0.04 SPEICAL INSPECTION REQUIREMENTS PD1.14 DEMO PLAN PLUMBING ROOF FS 5D1 REFRIGERATION&CONDUIT PLAN I 23, FIRE EXTINGUISHER CABINETS. EXIT SIGNS, FIRE ALARM AND FIRE PROTECTION SYSTEM A2.25D DIMENSION FLOOR PLAN MAIN LEVEL AREA S1 + 50.05 SPEICAL INSPECTION REQUIREMENTS(CONT.) P1.10 PLUMBING UNDERGROUND FLOOR PLAN FS 502 REFRIGERATION DETAILS COMPONENTS SHALL BE LOCATED IN CONFORMANCE WITH KING COUNTY FIRE DEPARTMENT AND UPPER LEVEL AREA S1 S1.10 COMPOSITE FOUNDATION PLAN LOWER LEVEL COMPOSITE Partition T OTHER REGULATORY REQUIREMENTS. A2.26 FLOOR PLAN UPPER LEVEL-AREA S2 FS-503 WALK-IN DETAILS A31 YPe 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 52 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 ROOF PLAN-AREA St FRAMING PLAN P1.12 PLUMBING FLOOR PLAN MAIN LEVEL COMPOSITE FS-601 BUILDING WORKS&EXHAUST PLAN FIRESTOP SYSTEMS IN ACCORDANCE WITH I.B.C. .02.28 ROOF PLAN AREA S2 S1.14 COMPOSITE UPPER LEVEL FLOOR&ROOF P1.13 PLUMBING FLOOR PLAN UPPER LEVEL SOUTH FS-602 HOOD DETAILS 3METALA2 32 FLOOR PLAN MAIN LEVEL-AREA E1 FRAMING PLAN COMPOSITE FS 603 HOOD DETAILS SHELVING ) ( 25. FIRE PROTECTION: PROVIDE AUTOMATIC FIRE SUPPRESSION SPRINKLER SYSTEMFS 604 HOOD DETAILS THROUGHOUT, IN ACCORDANCE WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES. A2.32D DIMENSION FLOOR PLAN MAIN LEVEL-AREA E1 S1-15 COMPOSITE UPPER ROOF FRAMING PLAN P1.14 PLUMBING FLOOR PLAN UPPER LEVEL NORTH A2.33 ROOF PLAN-AREA El S2.11 MAIN LEVEL FOUNDATION PLAN-AREA N1 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 MAW 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 S2.21 UPPER LEVEL FLOOR&ROOF FRAMING PLAN- P2.11 PLUMBING UNDERGROUND-AREA N1 FS-802 CONSTRUCTION DETAILS A2.43 PHASE TWO TEMPORARY CONDITIONS-El AREA NI P2.12 PLUMBING UNDERGROUND-AREA N2 FS-803 CONSTRUCTION DETAILS a 27. RUN FIRE PROTECTION MAIN LINES AND INSPECTOR TEST LINES OUT BEYOND BUILDING LINES A3.11 OVERALL BUILDING ELEVATIONS S2.22 UPPER LEVEL FLOOR&ROOF FRAMING PLAN P2.13 PLUMBING MAIN LEVEL AREA N1 Grand total: 528 1--- INFORMATION co AREA N2. .0312 BUILDING ELEVATIONS DO NOT DRAIN WATER ACROSS SIDEWALK OR OTHER CONCRETE SURFACES- P2.14 PLUMBING MAIN LEVEL-AREA N2LIJ A3.13 BUILDING ELEVATIONS S2.31 UPPER ROOF FRAMING PLAN AREA Ni P2.16 PLUMBING UPPER LEVEL-AREA N2 r�1 Lri 28. PROVIDE DESIGN BUILD FIRE PROTECTION DRAWINGS AND ENGINEERING AS REQUIRED BY S2.32 UPPER ROOF FRAMING PLAN-AREA N2 p217 PLUMBING ROOF PLAN AREA N1 v O to A3.14 BUILDING ELEVATIONS . CONSTRUCTION DOCUMENTS AND CITY OF TIGARD FIRE DEPARTMENT. A3.15 BUILDING ELEVATIONS S2.41 LOWER LEVEL FOUNDATION PLAN-AREA S1P2.18 PLUMBING ROOF PLAN AREA N2 I- 52.42 LOWER LEVEL FOUNDATION PLAN-AREA S2 P2.21 PLUMBING UNDERGROUND AREA Si co 29. COORDINATE INSTALLATION OF FIRE PROTECTION SYSTEM WITH ARCHITECTURAL, A3.16 BUILDING ELEVATIONS 82.51 MAIN LEVEL EDN &UPPER AUX FLOOR FRAMING P2.22 PLUMBING UNDERGROUND-AREA S2 o STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND OTHER WORK TO ENSURE NO CONFLICT A3.21 OVERALL BUILDING SECTIONS PLAN-AREA S1 �/ NAS A RESULT OF FIRE PROTECTION SYSTEM INSTALLATION. A3.22 OVERALL BUILDING SECTIONS P2.23 PLUMBING LOWER LEVEL-AREA Si 1..1_ GO . 01 co S2.52 UPPER AUX LEVEL FRAMING PLAN LEVEL-AREA S2 43 30. CORNER GUARDS ARE SHOWN ON FINISH PLANS,A-10 SERIES. .04.11 WALL SECTIONS P2 S2 24 PLUMBING LOWER LEVEL-ARIDA w A4.12 WALL SECTIONS P2.25 PLUMBING MAIN LEVEL AREA S1 + UPPER LEVEL 31. ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED THROUGH OREGON STATE. A4.13 WALL SECTIONS AREA S1 P2.26 PLUMBING UPPER LEVEL-AREA S2 fjioa 1a SlZC4� (S-1 (06 Cs3 aSSe 1/SHEET NOTES architects A. DRAWINGS AND ROUTING INTENT ARE ti I RA8X8-500 I DIAGRAMMATIC. CONTRACTOR TO SUBMIT I + I I FULLY COORDINATED SHOP DRAWINGS FOR � ENGINEERING REVIEW PER SPECIFICATIONS. 721 NW 9TH Ave, Suite 350 r6 _ — — — _ B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK Portland, Oregon 97209 `Y Y' - " I SIZE UNLESS OTHERWISE NOTED. g rel T (206 340 9500 F 206 340 9519 CAREER CENTE'+ I C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET } { } CONNECTION SIZES UNLESS OTHERWISE NOTED. I E105 I .' D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN SHEET METAL DOWNSTREAM OF ALL VAV BOXES .. co FOR 5'. 24� cs4 E. PROVIDE BALANCE DAMPERS AS REQUIRED TOco CIVIL ENGINEER & LANDSCAPE "' ALLOW THE SYSTEM TO BE FULLY BALANCED Cardno — \SA10-250 (WHETHER OR NOT DAMPERS ARE SHOWN ON 6720 SW Macadam Ave Suite 200, TYP 2 — PLANS). THIS INCLUDES BUT IS NOT LIMITED TO Portland, OR 97219 i'' . ALL SUPPLY, RETURN, AND EXHAUST BRANCHES. T(503)-419-2500 MATCHLINE: SEE 1 / M2.13 --;1 �Ri F. PROVIDE CABLE OPERATED DAMPERS WITH i i i � 1 Mir+ � 0 — wwwr� SW i — io = � r � NM1r�r � r � — — - NM � MEi � � slor 1=1 11, CONTROLLERS MOUNTED FLUSH IN CEILINGS STRUCTURAL ENGINEER MATCHLINE: SEE 1 / M2.25 SA6-50 WHEN DUCTWORK DISTRIBUTION ROUTES Catena Engineers CORRIDORf----- i ABOVE HARD LID CEILINGS SEE 1500 NE Irving St., Suite 412 I E100A G. PROVIDE ACARCHITECTUC SS PANELS FOR INSTAL CATION IN Portland, OR 97232 WALLS AND CEILINGS, WHERE REQUIRED, TO T(503)-467-4980 I I SERVICE DAMPERS, VALVES, SMOKE I _ I f C r�-r-; T . _ DETECTORS, AND OTHER CONCEALED MECHANICAL ELECTRICAL & MECHANICAL EQUIPMENT. ACCESS PANELS PLUMBING ENGINEER SA _ - _-o 0 _ SHALL BE TURNED OVER TO GENERAL ^-T ,,A8-25i _ CONTRACTOR FOR INSTALLATION. Glumac ---ill i -- r •- Suite 1600 v H. E 4 a di' ENCLOSURE MECHANICAL CONTRACTOR TO DETERMINE Ave.,�' RIGHT/LEFT HAND CONTROL Portland, OR 97204 I I I S , , MOUNTING FOR VAV BOXES PRIOR TO T(503)-227-5280 ��3A 1 PURCHASING. INDICATE INTENT IN SUBMITTAL. . 1 I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH FOOD SERVICE CONSULTANT I RUNSAND (1) ELBOW- NO EXCEPTIONS. THIS Webb Foodservice Design WILL BE ENFORCED. 3700 SE Lafayette Ct. 0 0 0 M `42.., lI. n! J. SEE DETAILS FOR ADDITIONAL INSTALLATION �� M REQUIREMENTS NOT LISTED ON THIS DRAWING. Portland, OR 97202 Ii T(503)-236-8566 I - 19 1.c..' '_ C-P) ACOUSTIC & AV CONSULTANT I J ' _ The Greenbusch Group ,4x18 1900 W. Nickerson St., Suite 201 Ell . Seattle,WA T 206-378-0569 119 • (VAV) P11COST CONSULTANT I I I E7 - Construction Focus 740 Almaden St. i �� Eugene, OR 97402 I -- ---- —' - -- _ 14 N T 541-686-2031 I I SA10-400 TYP 4 EXPIRES: 12/31/19 I j - ��D PROT 1'J IIIIIF�' 10 ��G V NFF O gilliji i RA12X12-800 s0 9 —HE - ilk I II 1- ��, E[ NN DR - _ _ ,,I _- SA10-360A---,:ii u� -� M� mos'1'�R 31:�G�� TYP4 U4 CN 11\ �lll�l,h' KEYED NOTES ( M Omil, 1 i I kCID IEE, 20x18I r CIO Ii1 E8 co r BUSINESS CLASSROOM `Y' I Ell . ` k Ir I N i 1? !7 X t CD I - N 111 ■ 1 1 0 RA14X10-725 i I SE TYP 2 - - I 7_. . ter, i 11\ l SA10-340 SA10-350- ' TYP 3 0 I Pli S,LLASS ,7OM I■; I E115 ; 20x18 I T • co (-. VAV — E9 /4\# REVISIONS DATE C CI I N al I g61111 i'l i ' 0 —. i N Ailk t Jo \ RA10X10-725 CORR TYP 2 -' E100B � _icr\ _ , _, --. 0 � S1 E2 _ . . REBALANCE EXISTING SB46X$-1130 - S2 I DIFFUSERS IN TEACHER ) , \ TYP 3 !• FCU LOUNGE TO SERVE 125 16 CFM EACH. TIGARD TUALATIN SCHOOL DISTRICT \ FCU _ CMDF -. >I� ,, FCU TIGARD HIGH . t-_:,:r - Ir. Gti _ - - _ .,.E _ ...... .. ,._-- I _ SCHOOL ..... .. CIO ._ . . ._ . . , . . . . I . H RSLOUNGE SA6-100 MODERNIZATIONMODERNIZATION -llf• II .. ,945 E I0 w ■ _: 1 , RA12X12-750I 1� 7 RA6XB-725 9000 SW DURHAM RD. GIITIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: 06/19/2018 I E Jurisdiction Stamp Area •a mom= . . , i di di . . ill., HVAC MAIN LEVEL - 0 I— AREAE I w 0) PROJECT NORTH N TRUE ' V —"- I NORTH \ - - HVAC- 0w ct M2 . 32 MAIN FLOORFLOOR PLANAREA El �,$„ ���o.. 0SCALE: 1/8"= 1'-0" • • • • im■ ■ ■ ■ _ E 0 8'- 0" 16'- 0" 24'-0" 32'- 0" N10 , SHEET NOTES A. CONTROLS CONTRACTOR SHALLL SUBMIT FINAL i PROPOSED LOCATION OF ALL SENSORS FOR ARCH. rise ., REVIEW. �'� B. DIV 26 SHALL PROVIDE OCCUPANCY SENSORS WITH architects :,I / 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 N4 C. BAS CONTRACTOR SHALL PROVIDE CO2AND ��'�° Portland Oregon 97209 - - �� TEMPERATURE SENSORS. MOUNT ALL SENSORS @ 46" / `�,�, T (206) 340 9500 F (206) 340 9519 A.F.F. PER TTSD STANDARDS. MOUNT SENSORS IS / N11:4p:p/t CLEAN ORGANIZED T. /^/ D. TS(TEMPERATURE SENSOR)N-WALL PLATE W/NO / / /// , / OCCUPANT CONTROL CIVIL ENGINEER & LANDSCAPE / / / . E. T(THERMOSTAT) LED PANEL WITH USER ADJUSTABLE / / / 04t �* /' INTERFACE. LOCK USER ADJUSTABILITY TO 2 DEGREES Cardno / �-� / 6720 SW Macadam Ave Suite 200, / ; ,• 4 4 dic' -"-----., / / 40' '' -4 / ai°. lab / �/ p ��� / ABOVE AND BELOW THE ZONE SETPOINT AS Portland, OR 97219 / / / ��:� DETERMINED BY THE BAS. RESET TO BAS SETPOINT T(503) 19 2500 / EACH NIGHT. STRUCTURAL ENGINEER 411 / / STAR 02_______ / CeeerSu12/ 1SD / �� ���% �` •V T(503)-467-4980 / % / / 00 I // 4. a; „ 2. , / CD ., MECHANICAL ELECTRICAL & / �� �� > / PLUMBING ENGINEER g ♦ / a/ i / Glumac 900 SW Fifth Ave., Suite 1600 ` ' ��� I Portland, OR 97204 ��r .,/ ti, / / T(503)-227-5280 % ` > FOOD SERVICE CONSULTANT / ,♦ , / / Webb Foodservice Design // / ., .♦ %♦ >� I i �'� , �i , / 3700 5E Lafayette Ct. / I FLE><9MTG Portland, OR 97202 NNJ9q % % , • �,y,e� '�/ > / / T(503)-236-8566 % Nt % ' t / e),, ,,,/ * ' , %�, �' ♦ / O �/ / ACOUSTIC 8 AV CONSULTANT / / � /, / / �, �� - The Greenbuscb Group �, �� / 1900 W. Nickerson St., Suite 201 At ♦ l' ♦ %% �� I \-- / Seattle,WA 98119 4:1 4'1'1%6% ♦ 7 ¢ , T 206-378-0569 Al3 46 '-' "L Y 1 I / COST CONSULTANT / �', ,... 7 • , ♦ \♦ *NN, Construction focus ♦ , 740 Almaden St. ,(,/\�/ // ' ,� ,♦ , \ ♦ / / % y / Eugene, OR 97402 _� 'r' ♦ ♦ ♦ > - / T 541-686-2031 , / i '* ,% % ! /( r �� �' 0 / �♦ ♦ • ; - / ... ,^ ///' ��y� /� EXPIRES: 12/31/19 q*A , ' . ,-,., , ' 4,,. /4* , 0 1 B •OOM _ % ♦ /` ' tN,i _-� ,� �: „,.„ G (4 4, "* N270 ' i a• 90 /11/1414-. .L: ♦ % 4%%:%:%7%/ ' o . )r . V oREca� o It r iii ` , ♦ ♦ _ p ti,• fi/, G1 ,_ 14' / vOsC44-RG: �@�R 3� G�� ' 0'0 / II r • ��� 'i. * /l iii d. 'S,./ � • n ' % /' ,tib �� �Y ',0 ♦ ! ♦ / ♦ / �, 0 64 / I / a / r — / ♦ ♦CORR - , Lif4,1 ' % Q/07 i . / ''',. Mr c 14i---//7% ‘i % �� < / ,0 00 • i 1 / CFM) ' /, N- -4 *.',•V - . i 1ft v alle* dillPli ' L /if %% ' %1 /' 4 gtbi S%/ , .. . , 4 / ,‘ I I4203 [ / , / 0 CFM)4. llb' / u r �`` / / I // ��♦ �♦ / % Q'' at , iz,.• * / _ 74v4., +/ ' /. • i •. N um) „ ,% / / 1 �/ �„`t / •/ FD ` / N D % /� • ; ; N ,° "' /7 / / � % . / T i // / I, / 4N4-1461‘: I ifI v ir j ailltop .!c - GIRLS , / ; "...,..... % - i*Ito 0 . , - 4.1 f //' 'N% FD ' * MECH / % i / "NS114414% • 1 , VEST. ♦ , / 7LI / /sis / / * Iw,ae[,i \ REVISIONS DATE li / / . '/ .,..14 -4 ' / ' 11 ilf N / . ._ _, , - ,._,, * _ .., ELEc „ \ ...,.....;„,..... , \. ' 1 / j_alti --1----'----- \ / \ gbi, je / '� S1 E1 • E2 L._ CA , f - S2_ ,Y_ __,.. 111111111•11111EIMMMII INF TIGARD TUALATIN SCHOOL DISTRICT 1 SERVERV TIGARD H 44108 1 B _ 1 SCHOOL I MODERNIZATION I I I 9000 SW DURHAM RD. ITIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: 06!19!2018 Jurisdiction Stamp Area ,I iCC 1 _ . - 1 - ;- I MECHANICAL t— UPPER LEVEL - co AREA N2 PROJECT NORTH N TRUE ' V ~ UPPER LEVEL - FLOOR PLAN - ZONING - AREA N2 NORTH 0SCALE: 118" = 1' 0" 4 __) w MZ2 . 16Z 1/32,. = 1 -0 CL ■N■o.._ f• 0 32'-0" 64'-0" 96'-0" 128'-0" SHEET NOTES A. CONTROLS CONTRACTOR SHALLL SUBMIT FINAL PROPOSED LOCATION OF ALL SENSORS FOR ARCH. REVIEW. baSSetti/ �� >/ B. DIV 26 SHALL PROVIDE OCCUPANCY SENSORS WITH S1 S2 S3 S3.2 S4 @ s& ,Ss AUX. CONTACTS FOR DIV 23 USE. RESET architects TEMPERATURES 2 DEGREES BELOW HEATING CORR ' I CORR SETPOINT AND 2 DEGREES ABOVE COOLING SETPOINT W101A, L W101C WHEN SPACE IS NOT OCCUPIED FOR(15) MINUTES . C. BAS CONTRACTOR SHALL PROVIDE CO2 AND 721 NW 9TH Ave, Suite 350 (100 CFM) - TEMPERATURE SENSORS. MOUNT ALL SENSORS @ 46" Portland, Oregon 97209 - - :. ENSOR IS A.F.F.AFF PER TTSQ STANDARDS. MOUNT S T (206) 340 9500 F (206) 340 9519 j DSENSOR)M WALL PLATE WI NO _ -1-__ _- -- TS(TEM I ORGANIZED ROW, RT ( 00 CFM)_� - ,_- ._, I� 1 M -� OCCUPANT CONTROL E. T THERMOSTAT LED PANEL WITH USER ADJUSTABLE GINEER & LANDSCAPE -- — - -:._ ---:- . --:_ -- :- �- - - - - • = - .. INTERFACE. LOCK USER ADJUSTABILITY TO 2 QEGREES Cardno _--- -- . -- 720 SW Macadam ve Suite 20 f BA5 TPOINT Portland, 0;9;19E R 97219 A , - _ _ .. - T ET SE I y - _ EACH NIGHT (503)-419-2500 - _ - INEER .1.1. 14. wi• SIMMS 1111111P 41111/1•111 ow _ L Catena Engineers _ ��■ ..>. � i �� 1500 NE IrvingSt., Suite 412 _ LWgink , _INIINDIMPIMINOIMPIMPIMPIMPIMMIMINIIMIMIMPIErlirmformoimmINIIMIINDINIVIIIIIPIMIMPIMPIEHMIIIMPIIMIIIMMIMPIMMIDIM MO Portland, OR 97232 LW _CORR I I I T(503)-467-4980 01 „ siv., 1 I i MECHANICAL ELECTRICAL & I I (100 CFM) (100 CFM) (100 C I i PLUMBING ENGINEER Glumac ll! ! !!!!!!!!!!!!!i!!!!!!!!!!!!!!!!!�! /►� �+ q I I 900 SW Fifth Ave, Suite 1600 I ! i __ - --_ -- _.__..� SA J �71`1�F — — — Portland, OR 97204 lg 1L.11 ,. T(503)-227-5280 ENTRY 1 frPLIIOW109D , FOOD SERVICE CONSULTANT W100 I I LOBBY , 1 1 .�r� - -- I EcrRICAL i' -L _ ELE ATOR Webb Foodservice Design W101 1' 0 —. �jI '” _ ' W03B g Al 1 L J 1 1 ` 1 W001 - - �d, ,E___L.:7.T iTCAL _ EL V 2 3700 SE Lafayette Ct. I L. �" •' Portland, OR 97202 1 I I r �ii ^ _ _ - ELO2-2I T(503)-236-8566 ' ut� ' Jll �001�- , I f w .4 1 I I I _ -- A _ ACOUSTIC & AV CONSULTANT 1 CONCESSIO ELEC I _ `!!!! ' fi 1 I CUSTODIAL I 1� �' � W109 � � 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 MEN I1 '4, 1 W115 I ' I 1 r--' TR ;' I ' T 206-378-0569 / ' !!!!!!!!!!! COST CONSULTANT �� i!!!+i !!!+•!!ill IP MP IIIMII 00 41•1 pliii!!ilii/illi!!MUM!!! r SBS �Sg '� !•iili•!!!.! — _ Construction Focus —�J j 740 Almaden St. JjISTOR ' SAFE/STO I. II (10 M) I I m ;;a ' ' I Eugene, OR 97402 — _ - — 111D W111C I 1 T ILET TOILET r 1: 1 I I:I I I - T 541-686-2031 I (10 M) MI IQ I W:1-12A W113A { 1;; 11 11 1 1 i 1 II • WOMEN I 11 r '' . r.--- I I 1 I, .. ' EXPIRES: 12/33/19 W116 I I ADiOFFICE 1 1 CONF 11 II 11,7_0 i I 10:: /PRaF1° OACHLOCKER' STORAGE HEALTH I ' W1116 ! IW111 1 � W112 "1. EFEREE LOCKERS W114 �I , W201 � I � 1 "EF,p oy■ 1 W113 11 11 1I. ow:immi !!!!.g 11 1II 1 � ` �o!�!!!i!!!.r 11 1 I I I } II 1TR �,. �,� E 11 TOILE. IN I; 1 11 0 1 I 1 1 SyUA m. C��"G E�16A I'I '' I D SUPPORT 1 1 1 HEALTH I V 1.1 a W111A1 ' I r W2D1g S9) C 0 wirmirmiriJ II 4' I -e-. • iimapt (50 CFM) M5.02 I I i iGI 1 I 1 I: I�!!il !!!!!!!�!!�!!!!! !!!!!! !!ll!!!i!+•i!!!! 117t r• I I ! I50 CFM) 50 OEM) I I STORAGE II 1 ( 7( 1 1 COIR II CORR STAIR 07 I ' :\ W202A I ' SI W 101 C © ST07 1 1 I I 00 r W101 -- - _ 1 `! i�!!!!,!!!!!!!!!!!/a!!!!!!!!!!!!!--- MS 02 !MP!s!!� 1; --_-- _ . !-!- 1 ' - ! !.. �!!!� 1 ` SD SD 1 1 �!!!!limr!!!! 7 !� - - I L. r!!!�!!!!! I 1 I 111 (AVERAGE SENSORS) .0 1 _ i Is 1 t_ __ I I 1 f 1 1 _ __f - 1 5 1 se ,____s_. r___,, ,__{— L _-1 _ i • : ilir° 1. II ii I1I 1 1 1 00 (AVERAGE SENSORS) 1 1 1 I : - - --rs - - - SEI - __-- II 1 I CORR ' CORR 11 — I 1 W200 11 1 W200 I 1/ E1s I 1. I I I r� I p1 h 1 I 11 I I 11 1 I s 1 I 11 w, I AEROBICS 1I I I I I W202 0 1 I, II 1 I IMI I I11 I I WEIGHTS I I STOR I f I V 1 I II I W117 i 1 j W005A i I . I I t 1 REVISIONS DATE ® I I 1 I I I I 1 1 1 AUX GYM _- I - 1 • II 1 — — — – — — woos - 1 F F F 1 N 1 1 i I � � 1 �I� � 0 . 11 I II I � + 1 I 1 ' -� � N • N1 II 1 i 1 I 1 1 ,. 1 II 1 ' I II I , 111 1 F 1 I I I 1 �, : , I! 1 I1 � r in E1 1 1 1 E2 � 11 M 1 i � 1 1 I I I 1 S2 7 1 .. Ii I i I I f l I - 1 ill i1 I 1 1 I1 I I I 11 I 1 _� I TIGARD TUALATIN SCHOOL DISTRICT 1 1 ,- I 1 II 1 + - SG SGS I - - I - — TIGARDHIGH 11 1 � � ', 1 - I ' '. 1 0� (AVERAGE SENSORS) ,a I SCHOOL is H s 1 If s I M•,� _��=� I.Fes...-�..._- ' 1 ;.:-. M5.02 MODERNIZATION '-- e s, . (AVERAGE SENSORS) 00 ' _ e 'I I III I 1 1 11 I I � .11 - --- H -1 — — I I ■. _ — - - - - - � --- — __. : --- - — _-- _...- �- -�`---- --�--�_ —_ .. ..-- - _. -I � � D r_ 1 Iri,lito.4.14.•mmmi.04.4.4.4.,ia11. , �- 900D SW DURHAM RD. I—� - — SH SH;� �l�, !!i!!!! !!!!!!i!!l+iili!!!i!!!!!!!!!!lii� 1 " IMk AM fib 1•1 NO All 4111111 MOO OD �' TCARD, OR. 9 22ri Gj ,, s + � ' : E I I JOB NO: 16992.04 , , f ° I I ' ' ' " , I� TOILET TOISTAIR 10 STOR. ..� i„ I 1 f GORR AIR 0 1 v1101E TO8 1 '' I I W2D3 J I W203 i I' I W202B I I ISSUE DATE: 0611912018 i !._ �i� L sT10-2 STOR. 11 � � • sr „ 11 - -- i A a Jurisdiction Stamp Area W117A !!ilii!! !!i!!!!i!!!!!!! !!!!!!!! !!!+l 1 L!!!A II . I .. 11 iiiii!!i! i!!!!!!!!!ll i!!�!!!11I . rli! !!!!!. mmumm.� T T T T T T T T Ti .. I •�. !!IMI GNI '" -- 1 I '" • STORAGE I 1 IF EXTERIOR BALCONY ; ,., - S208A----�� III/ II I � mI +,• _ _ l � em _ �� _ � 4 . _ . 4M. � _ � 41. 401 _ f1 _ flIMI _ ill IMI III _ � _ __ 111 'SS7.1 SS S9 "� �S10) — MAIN FLOOR - FLOOR PLAN - ZONING - AREA S10 UPPER AUX - FLOOR PLAN - MECHANICAL ZONING - AREA Si MECHANICAL MAIN SCALE: 118"= 1'-0" SCALE: 118" = 1' o" LEVEL AREA S1 + I— LLI UPPER LEVEL AREA N PROJECT NORTH cir, TRUE 4/ CC Si NORTH 0A6\ C w MZ2 .25 118 = 1 -0„ CL . II. . . MI N 0 8'- 0” 16'- 0" 24'- 0" 32'-0" bassetti architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CML 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 & 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 rit PRO--f gp7:03010 (-- OREGON c,b_ io s‘Fcp )904 M. G\`F' /i\t REVISIONS DATE FIELD VERIFY FIELD VERIFY II`FIELD VERIFY EXACT LOCATIONS EXACT LOCATIONS CT LOCATIONS &SIZES &SIZES S-11118=1. _________ 40x30 ‘ /\ A\ J-iFm,/ . . / sc 11.1111611 , ,,r 40x30 ...._,..-i--""5-'4x24 40x52 M:...E.,E1..m.._1NM (N)OPENING/GRILLE 52x26 ,,‘ A 1 ,1 / , /,/ ( MIG■1:1:.. TIGARD TUALATIN SCHOOL DISTRICT 40x30 ,- •••• TIGARD HIGH SCHOOL MODERNIZATION 32"DIA 52x40 _ - ��5r r���� r�`�r ■■ rrr��iw���9�i�F�a�ai���rt�Mai�Y��ari���w�i w�iFiyw#.akrr/r.ra.i ■ei 36X110 -. �,��.. _ _- 9000 SW DURHAM RD. -- - ___--- - TIGARD, OR.97224 • 1NMa • I }_ z JOB NO: 16992.00 _ - —— ISSUE DATE. 06/19/2018 -_ —_IS■ ■ i , N Jurisdiction Stamp Area I I I I I I-C- Ili 1. 1 1 i _ -y . r,r. _ 2 2 D r ______. _,._, i "IT. ) I , 0 (;?— . , _ —1 01 1 _, ro ) ______ ILI i_j i _ _. . 1 - - . ,.� -11. .1 ii MECHANICAL - - w SYSTEM SECTION w VIEWS MAIN TW RK - NORTH ~ GYM D U C o � 0 SCALE: 1/4" = 1'-0" Ct M5 . 01 A SHUTOFF VALVE (TYP) HWS bOPHWR f MANUAL BALANCING VALVE 4110 M' 430 2 PIPE DIAMETERS ' MANUAL AIR VENT ' CHEST METAL DUCT MIN STRAIGHT LENGTH bassetti METAL FASTENERS 1"THICK DUCT LINER S architects OR GRIP NAILS TO • -0.,, ________---5 5 PIPE DIAMETERS- LINER TO BE 11 BE INSTALLED NOT � MIN MORE THAN 2" ADHERED TO h441STRAIGHT LENGTH FROM WITH 90 PERCENT - em- A SECTION A-A Nr 73 WAY MODULATING FLOW 721 NW 9TH Ave, Suite 350 EDGE OF LINER. el AB (MINIMUM) kid -.4 el CONTROL VALVE. MOUNT Portland, Oregon 97209 ADHESIVE 4\`\I I TT A O�0 IN UPRIGHT POSITION. T (206) 340 9500 F (206) 340 9519 �gl• . MR PRIME " 1 .� ��, ,1111 i - BALANCE BYPASS FLOW v 4i BOTTOM NOTES: ® AlR FLOW 4%4 '�l•. SECTIONS OF 1. WALL ASSEMBLY: MINIMUM 6" THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT(100-150 11 f TO MATCH COIL FLOW r�"p �� �: Mb. LINER PCF) CONCRETE WALL.WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE THEN REMOVE VALVE CIVIL ENGINEER & LANDSCAPE lTypJ C,y� .o ` < SHALL OVERLAP BLOCKS. MAXIMUM OPENING SIZE IS 10-1/2". HEATING WATER COIL 1 - TT, HANDLE Cardno 1 THE SIDES 2. THROUGH PENETRANT: ONE METALLIC PIPE OR TUBE INSTALLED EITHER CONCENTRICALLY OR 6720 SW Macadam Ave Suite 200, co 7' YY\/YYY XVUNION(TYP) PRESSURE AND Portland, OR 97219 ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM.THE ANNULAR SPACE BETWEEN PIPE OR TUBING '�� '4' '� 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 =� " ���� X RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF FLEXIBLE(EPDM/KEVLAR) TEST TAP .moi � '� PPEOR TUBINGMAY / (TYPICAL) STRUCTURAL ENGINEER METALLIC PIPES BE USED: REINFORCED HOSE WITH ,�g OGS :, � x A. STEEL PIPE: NOMINAL 8"(OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. BRAIDED STAINLESS STEEL Catena Engineers • Q -STRAINER W/ 1500 NE Irving St., Suite 412 L� B. IRON PIPE: NOMINAL 8" (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL JACKET, MINIMUM 12" LONGPortland, OR 97232 Engineers PIPE, NOMINAL 8" (OR SMALLER)OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE. (TYP) HOSE T(503)-467-4980 CUTAWAY VIEW DUCT SECTION C. COPPER TUBING: NOMINAL 4" (OR SMALLER)TYPE L(OR HEAVIER)COPPER TUBING. BIBB DRAIN VALVE 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 PENETRANTIWALL INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF 3. SHUTOFF VALVES TO BE BALL TYPE FOR SIZE 2"AND BELOW,AND BUTTERFLY FOR 2-112"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 FALL!: T LINERPIPE PENETRATION CONCRETE WALL 2 HRRTUIOSA HEATING WATER COIL 3-WAY T(503)-236-8566 C� ACOUSTIC &AV CONSULTANT `� NONE SCALE: NONE SCALL=: NONE 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 f� BALL VALVES(TYP) 1I .------- Q� MANUAL AIR VENT HWR HWS A 1 ! EXPIRES: 12/31/19 0416- 20 GAUGE, MINIMUM, RAIN HOOD. © 2 PIPE DIAMETERS (--,&‘,„:‘ 1 rv��� `'pALL JOINTS SOLDERED. SIZE AS i� �` _ 1 HEATING MIN % 0 p q REQUIRED TO PROTECT ALL 111 WATER STRAIGHT LENGTH 6 20 GAUGE, MINIMUM, 16 UGE, MINIMUM,SHEETMETAL © 1111 c ` •EAT COIL �• �E SHEETMETAL PENETRATION PANEL. CAULK ALL 0 . I 11 5 PIPE DIAMETERS vo � R ��pyo �\� END CAP. CAULK ALL PIPE PIPE PENETRATIONS �' 44‘4 'P/90,1 C(' PENETRATIONS WATERTIGHT. WATERTIGHT. � 1 v 11` 11 STRAIGHT LENGTH M, C`� CONTINUOUS CAULKING AROUND 111 PERIMETER. ATTACH TO CURB A ID ,,--- (1 B) 111 WITH 1/4" SCREWS AT 6" ON iI" B 7T KATION (MINIMUM) TO FILL 1 AIR FLOW g � VOID QI • BETWEEN AND WI CONTINUOUS 114X02" NARUNDEOPR NE SECTION A PIPES. UNION (TYP) TT -A 45 DEGREES \ GASKET NOTES:(#) ►4 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 , PRE-FABRICATED STEEL CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES REINFORCED HOSE WITH BRAIDED k / CURBWALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING STAINLESS STEEL JACKET, FLASHING ' -76 CONSTRUCTION FEATURES: MINIMUM WITH WOOD NAILER AND 2" --MANUALINSULATION MIN 8 HIGH 12 LONG(TYP) BALANCING ) FRT DF#1 LEVELING A. STUDS-WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS(MAX 2 HR FIRE RATED ASSEMBLIES)OR VALVE CANT STRIP, MIN BLOCK STEEL CHANNEL STUDS. STRAINER WI 3"HIGH (TYP) B. GYPSUM BOARD-NOMINAL 518"THICK. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, 3-WAY MODULATING FLOW n'�//i=. �\[kb. � e I ��CURB FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 HOSE CONTROL VALVE. MOUNT 1 1-- -41/.oe . _----------------i BIBB DRAIN VALVE IN _.: _ =i r=___- I SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. 42. THROUGH PENETRANT: ONE METALLIC PIPE OR TUBE INSTALLED EITHER CONCENTRICALLY OR PRESSURE AND UPRIGHT POSITION. 4A ' ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING TEMPERATURE 417- I"o ` o ii o - -0-1 -9911, AND PERIPHERY OF OPENING SHALL BE MIN'OF 8". PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH TEST TAP(TYP) BALANCE BYPASS FLOW TO 318"THRU BOLT, LOCK 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" OC (MIN 2 PER ....c, WASHER AND NUT AT B. IRON PIPE: MAXIMUM 12" CAST IRON OR DUCTILE IRON PIPE. BALL VALVE HANDLE. PIPES 24"OC(MIN 2 PER C. COPPER TUBING: MAXIMUM 6" TYPE L OR HEAVIER COPPER TUBING OR COPPER PIPE. ANGLE IRON SIDE) D. FLEXIBLE METAL PIPING: MAXIMUM 2" DIAMETER AS ALLOWED BY UL LISTING. NOTES: FOR 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. PIPE SUPPORT AS HOUR RATED ASSEMBLIES, RESPECTIVELY,APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. 2. MINIMUM 3/4"PIPE SIZE, UNLESS OTHERWISE NOTED ON PLANS. NOREQUIREDiDIAMETER BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT NO II ES:S: 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 114 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. /t\t 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 A �� SHUTOFF VALVE (TYP} 2 PIPE DIAMETERS ©� 46 HEATING MIN 0 li �., WATER STRAIGHT LENGTH TIGARD TUALATIN SCHOOL DISTRICT , \ - •EAT CO1L\ r HWR HWS 1 5 PIPE DIAMETERSI TIGfJRD HIGH L • _ MANUAL AIR VENT T ; 1 �� MINI \, 1 'Tip cb- el �1 TT RAIGHT LENGTH SCHOOL 41 A 2 PIPE DIAMETERS- I '� MIN �� TT • MODERNIZATION SECTION A A 1`1 4* MIN STRAIGHT LENGTH AIR FLOW al ,`;, ` 5 PIPE DIAMETERS UNION (TYP) \ NOTES: U 1`;;;1 a TT .` STRAIGHT LENGTH 1. FLOOR ASSEMBLY: MINIMUM 5-112 THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT(100-150 PCF) CONCRETE. DIAMETER FLEXIBLE(EPDM/KEVLAR) TT 9000 SW DURHAM RD. 1" PIPE. MAX DIAMETER OFOPENING IS18". 1 11111 I TT TIGARD, OR. 97224 OF OPENING TO BE TO 1 114 LARGER THAN OUTSIDE DIAMETER OF INSULATED PIE 441% PRESSURE INDEPENDANT REINFORCED HOSE WITH BRAIDED2. PIPE: NOMINAL 4"(OR SMALLER)TYPE L(OR HEAVIER) COPPER PIPE OR NOMINAL 12"(OR SMALLER) SCHEDULE 10(OR HEAVIER) AIR FLOW 1CONTROL 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. 1 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 )ell . TTj CONTROL) BALANCING SELF-SEALING LAP TAPE. TRANSVERSE JOINTS SECURED WITH METAL FASTENERS OR WITH BUTT STRIP TAPE SUPPLIED WITH THE STRAINER WI 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 AND A SMOKE DEVELOPED INDEX OF 50 OR LESS. UNION (TYP) TEMPERATURE BIBB DRAIN VALVE FLOW CONTROL 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 114"THICK, 2"WIDE, INTUMESCENT ELASTOMERIC MATERIAL FLEXIBLE(EPDM/KEVLAR) STRAINER WI 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"TO 1/2" 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. MECHANICAL 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. 3. SHUTVALVES ,AND BUTTERFLY FOR 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 4. INSULATEOFF PIIPING,VO V VEES FITTINGSFOR FROM PIPE MAINALL TYPE SIZE 2"AND S TO COIL CONNECTIONS.2 112"AND ABOVE. 5. INSULATE PIPING,VALVES AND FITTINGS FROM PIPE MAINS TO COIL CONNECTIONS. I- DETAILS RATING MUST NOT BE LESS THAN REQUIRED RATING OF FLOOR PENETRATED. 5. MULTIPLE DUTY VALVES ARE NOT ALLOWED. 6. MOUNT MANUAL AIR VENT AT HIGH POINT NEAR TOP CONNECTION TO COIL. w 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. W 8. REFER TO SPECIFICATIONS FOR ADDITIONAL VALVE REQUIREMENTS. 7. MOUNT STRAINER AT LOW POINT. IF NOT POSSIBLE, PROVIDE SEPARATE DRAIN VALVE. I- 2 PIPE PENETRATION CONCRETE FLOOR INSULATED 2 HRC4). RTU/OSA HEATING WATER COIL 2-WAY REHEAT COIL 2-WAY w a. M9 . 05 SCALE: NONE SCALE: NONE SCALE: NONE SHEET NOTES bassetti A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects CONTRACTOR IN THE HELD. 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 U 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 / I I I I I � II 11 =__—11 II II, ' LL 1-- - — — PROJECT SCOPE BOUNDARY `--------DEMOLISH ALL PLUMBING SCOPE IN THIS AREA I I II II II .111 . .] :_tj _ ,,,... rIT, 1 BP2 ADD#1 04/04/18 I II A __ — 1 � I REVISIONS DATE 1 II I I N I I I I = ' 1 N N1 ' DEMO GAS METER. KILNS /1111 TO BE RE-USED IN NEW I l 1I CONSTRUCTION. 1= I lI � E1 E2 ,-r. f I , -__ — _ , - - - - 1 II II '1 'I I —CD_ I T r� -7- = ' Il TIGARD TUALATIN SCHOOL DISTRICT i �1 - _ _ I TIGARD HIGH ii II4 DEMOLISH ALL PLUMBING II I -1_:i 1 SCOPE IN CERMICS AREA I1 _ ;1 SCHcKJL � �' MODERNIZATION ,I_. ____ ____„ —_.._- -II-.- - .. II , J L' _..lJ� 1LJ L.LL L.L_ Jll`.LLL.....-JL 'LJ.A'.�-- 0Z / - J 0 9000 SW DURHAM RD I W TIGARD, OR. 97224 � I ' V JOB NO: 16992.00 � FOR AUTOSHOP AND CTE AREA: I 1 - Z ISSUE DATE: 06/19/2018 DEMO ALL DOMESTIC HOT AND COLD ( O Il W WATER.AND ASSOCIATED APPURTINANCES. - II 1 Jurisdiction Stamp Area CC SANITARY,VENT, STORM, OVERFLOW, AND I I II FIRE TO REMAIN. I II W DEMO EXISTING GAS ll / METER(AFTER INSTALLING II UM N. — / NEW GAS METER) II Ui 'L-- = = = — - - _ —i I - CC LEGEND IX o PHASE LINE Um DEMO PLAN - DEMOLISHED it PLUMBING LOWER LOWER LEVEL FLOOR PLAN PLUMBING DEMO LEVEL SCALE: 1" = 20'-0" 0PROJECT NORTH TRUE N ^, CO ' V IAA , NORTH 2 ‘- = 20' — w P D 1 . 11 0 20'-0" 40'- 0" 60'-0" 80'-0" ff/ 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 7... 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 Oak E. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER Cardno / \ VP 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 s, UNIONS, TRAPS, FLANGES, WATER HAMMER/ STRUCTURAL ENGINEER ARRESTORS, AND OTHER APPURTENANCES REQUIRING ACCESS ARE ACCESSIBLE. Catena Engineers % r= •`' G. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND 1500 NE Irving St., Suite 412 �' ��,�z �,� "� _ d \\ Portland, OR 97232 -_�. a EASY OPERATION. � ��� �, / 4 • P2.11 H. ALL VALVES(EXCEPT CONTROL VALVES)AND T(503)-467-4980 \ 1. 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 - P • '' • • PROVIDE CLEANOUTS IN GREASE DRAINAGE Portland,900 SW OR 97204 cite 1600 / / / SYSTEMS EVERY 50 FEET. T(503)-227 5280 \ J. ALL PLUMBING WORK SHALL BE COORDINATED WITH VI • 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 5E Lafayette Ct. ----...X-Vir I K. REFER TO RISER DIAGRAMS FOR ADDITIONAL Portland, OR 97202 / \ INFORMATION T(503) 236-8566 I ID / `e ACOUSTIC & AV CONSULTANT /• The Greenbusch Group \ b 1900 W. Nickerson St.. Suite 201 _0 Seattle,WA 98119 / T 206-378-0569 1 I 1 " / -o I COST CONSULTANT _o I 1 Construction Focus VI I 740 Almaden St. N i db Eugene, OR 97402 — I T 541-686-2031 - - - - - - 1 s „, ,,, ,„ ., , ,,,,.,,,,, 04 i i A- ,\ ,, „ , ,,, , ,„, , \ ,: ; ., .. „ .,...„.„ , I 1 _, \\ \ , . .„,,,,_,,, , .* _. 1 I (E) 3” CW UP I 0 I � N P a 0 h IA , 1 �� • - -- - - • 7------T - - - - �- - - - - I --• . • • L! CONNECT NEW 3"CW LINE TO ____0% I 1. EXISTING SERVICE AND ROUTE ,, G OVER EXISTING ROOF \ q 771.1' • e_,..3 citro - r 1 3" CW UP �, q � ,;--- , 1 P .21 / •1 _0/ p • ei 41 J \ . • I L� L.L. 4131 I\ '•I - - H D « �.. \ I �� 1 I P2.31 '„� _ " I ,,,._ Q Q Q I,. \M.O.. I _ 1 T - I D —O I 0 u 10 I I 1 - - - Q I I I �. 1� 1 - 11_ . — • _ . ____� — 1 , o i . „ • • -I_ _ _ _ _..., .; '` 1` � �-- • : # REVISIONS DATE i � I b I I N \ 80 4 1 . \ \ __0- 1 1 _ o- 1 ITI a r'21 r C a I �] E2 7 1 I I ci .22 . TIGARD TUALATIN SCHOOL DISTRICT I c a D I 1H o- TIGARDHIGH 1 SCHOOL I - [, 1 MODERNIZATION 1 I ( ._... _ _ _ _ _ _ _ _ _. _ _ _ _ _ .141m. . ....mmEOM , i J ..:. 0 - 9000 SW DURHAM RD. UJ TIGARD, OR. 97224 0 JOB NO: 16992.00 Z ISSUE DATE: 06/19/2018 WJurisdiction Stamp Area CC MI W CC LEGEND OC 0 PHASE LINE L PLUMBING UNDERGROUND - FLOOR PLAN - PLUMBING F— LU UNDERGROUND 0SCALE: 1132"= 1'-0" FLOOR PLAN , i PROJECT NORTH N TRUE ' V ~ COMPOSITE I\ NORTH 2 gp i P1 . 10 1/32" = 1'-O" W ■ ■ ■ ■ f1• f1• 0' ■ ■ ■ ■ EN f1• , 0 32'-0" 64'- 0" 96'-0" 128'-0" SHEET NOTES C 1 C2 A. REFER TO PIPING DIAGRAMS FOR ADDITIONAL tti I c?SSe INFORMATION 314" HW 1 112"V(TYP 4) il s = " n 2,1 g 3J4" CW architects SDN /.. /... 1314" HW 9 = 314 CW 1 112 V(TYP 4} _— _ /(�, �, �, 2" SS DN L�._ ,L 1 _ L 721 N -- / / �' /� I QI_ HB-1 -- L1 1 IA I- 7. Li LLi rr 1 TP-1 W 9TH Ave, Suite 350 1 1 _ I -- '� �-- -=-� Portland, Oregon 97209 ,_ — —314" CW- r L�1 L�1 �'L1J L'L_1 HB-1 I - I.-— -------- _- - T (206) 340 9500 F (206) 340 9519 314" HW I I I � I CIVIL ENGINEER & LANDSCAPE F � i - 3" FD-1 ! j atri Cardno ® 93" FD-, / I `=' _ 6720 SW Macadam Ave Suite 200, - __ _ _' _ Portland, OR 97219 - S'B - —L ._.._.. —...:— — I PROVIDE WHA_ .... - T(503)-419-2500 t BEHIND AP I /2"V(TYP 3) 314" HWC ' PROVIDE WHA BEHIND AP I I - 1 STRUCTURAL ENGINEER + I -Al WC-2' I WC-2 2" SS DN (TYP 3) - - S 1 112" HW Catena Engineers U 1 U=1 U 2 111_,414,/,,, - �2112" CW 1500 NE IrvingSt., Suite 412 ,,-- - - -2" CW- - U=2 #J-1 11-1 U-1 ? i , ---. I !. 9„ Q 4 Portland, OR 97232 I - . L * D TP-1 3 V UP TO VTR I �11 �i I Ifes_ 1 T(503) 487 4980 �- C •INNIP r ” — — „,_____i 4 `' r r r 41, FCOF _ -�•--� r „ , .�� 1*' i'�' r'3 � r t; MECHANICAL ELECTRICAL & I 1. _..t.�.. I / I r� _ 3 E H 3 V - �_= / �—_ / — --_ -- - -I PLUMBING ENGINEER -- 1 ] 1 I � 4- SS DN 1, --— _ U, I I l(-1� --- _-_�'n__L.__J j U U I - mac co J i - U { '�j k 2”C - 1`. ,U .�I O 2" VDN (TYP 3) fl i ._a 900 Fifth Ave., Suite 1600 W II .i —_� WC-2 WC-2 WC-1 WC-1 . WC-1 Portland, OR 97204 I WC-1 WC-1 WC-1 ' WC-1 WC-1 WC-2 _ �I \, 1. 2" VDN TYP 2 I I I T(503)-227-52W r� I ) M4"4"FC0 2" SS DN (TYP 4) =' - - I 1 FOOD SERVICE CONSULTANT yoil: _ ' ®3" FD-1 ® Webb Foodservice Design co I 3"V UP TO VTR 19 I ! c� Popand, OR 97220 SE Lafayette t---] 3 FD-1 FD 1 - , T(503)-236-8566 I �` ACOUSTIC & AV CONSULTANT I a ; _ L�-- --�_---7.....77:,•••et\"- T '_ The Greenbusch\ 1 \ �L-1� 1900 W. Nickerson St.: Suite 201 L-1 L-1 L-1 L-1 HB-1 \ u - -314" HW- " --1- = - II_ \ -a �� l�_ \ .... Seattle,WA 98119 -314 CW— Ik �� HB-1 i .a .r-- �ofir---�frr�- �� IT 206-378-0569 f ;! 12" SS DN- 314" CW 2" VDN to , I i 2"SS DN 1,.- \' + I I 1 1/2 V(TYP 4) 3/4" HW 1 112" CW COST CONSULTANT . _.. _ _. _ Construction Focus I PROVIDE WHA ` - 740 Almaden St. BEHIND AP ' /,--2" FD_1 Eugene, OR 97402 ------- ' I —1 T 541-686-2031 • I I' I 1 I - - - - - -�� ' I 1 EXPIRES: 06/30/18 - ' 0 PRaIWH-1 ; - I � � I icA G1Mt.,1L ;O }} \ -571 S8 59 9.2 0 - l „ _ _ " . IJ _U `S�' 314 CW " ?A (/41 4.-. �- 112" CW . C) y OREGON 1 0 ENLARGED - MAIN LEVEL - N1 - RESTROOMS z"15soN _ \�Gjv 4 SCALE: 114"= 1'-0" 112" HW �Y M.� CS-1) N5- ENLARGED - MAIN FLOOR - S1 - RESTROOMS hi: SCALE: 1/4" = 1'-0" N2 /,,,,,,,,,.,, BKRM1WORK WC-2 WCO 2" v DN 1/2" CW PROVIDE WHA BEHIND AP 314" HW T. , �� SS=1 1 112" VDN f� NC- 2 FD-1 ® I Ot,, 2,F SS N5 1 112" CW ® �` --�WG2 4"4" FCO 1 112"V '-' r' TP-1—•i7 lie„ N D 2" SS DN .L-1 / " � 2 FD-1' • ` 112 NW ~-ii•-c,l LL-1 j.•, ,' /� T«LET -\ "�, TOILET -L - 2" 1V DN \ / N716 1 j / 4 \/ \ WC-2/0 ,--w ` I N713 I ! / � y..",, , ; � N2 / 14°)*** %•' WC 2 / '� /r .,. r PROVIDE WHA BEHIND AP / y-- 1- * / n / L-1'.4., / ,, , I® 2 FD 1 2,. SS DN / -. . Lrn7 / �" IA ® �� CORK / 3J4" HW DN DF-;//2.:lir �`1 '- 2" CW \, `� TOIL.T /� �2`"CW DN Vl*-775:1 •� / i ` RE SIONS DATE I� 1112" C • 314 HW 314" HW " '314" HW 314" HWC 2"VUP 1112 V 2"CW�.1" HW 2" SS DN ;/ rV /112" HW L-1�2 112" CW '- V''. 3"V 1112 V(TYP 3) ` I 2112" CW UP ' �.w 4"V UP TO VTR \\ 314" HW UP 314"CW L_1 ( n \ L 1 / 3 V DN 2" SSUP& DN `/ u/ �`� 2 FD-1 �\ /�/� DF-1 ® L-1 L-1 / /: c I \ ;� .+� * 1 ,12"V \ / 2" SS DN . \ / 3`V UP • 17 /� L-1� ��' � � '� \ �, 2"V(TYP 3%4_1147B\ ",`�.;�- �\ � / TP 1 `' '/ •-•* . �. 2"SS DN ( O / s.2" FD-1 L-,- . '� y• N ` 1 112"VDN ./ WC-1 / / 1 1/2" v TYP 2 :� L=1 \ . -�. / TIGARD TUALATIN SCHOOL DISTRICT - HB-)K/ . 2" CW /` NE , C- �' TIGARD HIGH ® 2" FD-1 L-1 / MS-1 �. / t1_1 �7 WC-1 / - / U=1 — / 3/4" HW \ ® WC-, '� 1 HB-1 / \\ \ I 2" V(TYP 2) � � / \ 3f4flHW __ \ SCHOOL -�� 2" SS DN (TYP 2) . � � - 3/4" CW \. 2" FD-1 ` . O / / �- WC-1 , ., / � o , / WC, /, MODERNIZATION U-2 31- _ip PROVIDE WHA BEHIND AP \y 2"VDN O )// 2"FD-1 WC-1 GIRLS / WC1 WC-2 // �® N112 'A WC-2 / ./ / O r // . 0 9000 SW DURHAM RD. G // 2 � / WCO * y/'�\�/ / FO TIGARD, OR. 97224 ;' / �� ; JOB NO: 16992.00 WCO J Ak WC-2 WC-2 SEE PFOR PIPING FROM 4'SS D 4 �\ ISSUE DATE 06/19/2018 4,� SS DSDN � WH-1 \ Jurisdiction Stamp Area / RESTROOM ABOVE. ENLARGED PLANS ENLARGED - MAIN LEVEL - N2 - RESTROOMS0 ENLARGED - UPPER FLOOR - N2 - RESTROOMS CO SCALE: 114" = 1'-0" SCALE: 1/4" = t-0" I— CC — w P6 " o2