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Plans (13) M EC2018 -00521 ABBREVIATIONS HVAC LEGEND AND : NOT ALL SYMBOLS OR FOR MOUNTING ABBREVIATIONS ARE APPLICABLE TO THIS PROJECT. REFER TO DETAILS HVAC DRAWING LIST AAV AUTOMATIC AIR VENT HWP HEATING WATER PUMP GENERAL VALVES & GAUGES DUCTWORK ._ RECEIVED bassetti ABV ABOVE HWR HEATING WATER RETURN X ISSUED AS PART OF THE DRAWING PACKAGE o AC AIR CONDITIONING HWS HEATING WATER SUPPLY • ISSUED FOR REFERENCE ONLY Q o z SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION architects ACCEPT ACCEPTANCE HX HEAT EXCHANGER p 0 ir ACU AIR CONDITIONING UNIT HZ FREQUENCY(HERTZ) BALL VALVE .JUN 2 O 2013 0 o W o 2 m CITY OF TIGARD AD ACCESS DOOR ID INSIDE DIAMETER NEW WORK ADIAP ACCESS DOOR I ACCESS PANEL o `= SOLENOID CONTROL VALVE 0 r ADD ADDITION IN INCH(ES) SHEET 17 HILD1NG DIVISION (E) EXISTING WORK TO REMAIN ce cc o n 0 re ce 721 NW 9TH Ave, Suite 350 AF AFTER FILTER INPLV INTEGRATED PART LOAD VALUE PRESSURE AND TEMP. RELIEF VALVE NUMBER SHEET NAME a w 0 0 Ui Ui AFF ABOVE FINISHED FLOOR JB JUNCTION BOX ! ff - - - (D) EXISTING WORK TO BE REMOVED I I I FLEXIBLE CONNECTION Portland,206) Oregon F 97209 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 Irl I FLEXIBLE DUCT RUNOUT TO DIFFUSER 1M0.00 MECHANICAL LEGEND AND ABBREVIATIONS X X X X X M MOTORIZED BUTTERFLY VALVE AHJ AUTHORITY HAVING JURISDICTION LAT LEAVING AIR TEMPERATURE 1M0.1 BASIS OF DESIGN X X (RL) RELOCATE EXISTING I CIVIL ENGINEER & LANDSCAPE AHU AIR HANDLING UNIT LBS POUNDS 12x6 RECTANGULAR DUCT SIZE M0.02 SCHEDULES X X X GATE VALVE Cardno AMB AMBIENT LDB LEAVING DRY BULB 1 (WIDTH x DEPTH IN INCHES) M0.03 SCHEDULES X X X A AMPERE LF LINEAR FEET CENTER LINE I 6720 SW Macadam Ave Suite 200: SCHEDULES X X Portland, OR 97219 AP ACCESS PANEL LP LOW PRESSURE >� BALANCING VALVE I 180 ROUND DUCT SIZE M0.04 APPROX APPROXIMATELY LPC LOW PRESSURE CONDENSATE POINT OF CONNECTION OR (DIAMETER IN INCHES) M0.05 SCHEDULES X T(503)419-2500 ARCH ARCHITECT LPS LOW PRESSURE STEAM POINT OF DISCONNECTION ANGLE GATE VALVE M0.06 SCHEDULES X ARI AMERICAN REFIRGERATION INSTITUTE LWB LEAVING WET BULB a DETAIL 1, DRAWING M-1 GLOBE VALVE 24x12 OVAL DUCT SIZE M0.07 SCHEDULES X STRUCTURAL ENGINEER Catena Engineers AS AIR SEPARATOR LWT LEAVING WATER TEMPERATURE ® (WIDTH x DEPTH IN INCHES) DEMO PLANS 1500 NE Irving St., Suite 412 AUTO AUTOMATIC M MOTOR R4 ANGLE GLOBE VALVE I --L 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 1 BAS BUILDING MANAGEMENT SYSTEM MAX MAXIMUM D MD1.12 DEMO PLAN- MECHANICAL MAIN LEVEL X X MECHANICAL ELECTRICAL & BDD BACKDRAFT DAMPER MBH THOUSAND BTU PER HOUR mr SECTION A, DRAWING M 1 I I I I I I I I DUCT OFFSET(RISE OR DROP) MD1.13 DEMO PLAN -MECHANICAL UPPER LEVEL X X PLUMBING ENGINEER BEL BELOW MC MECHANICAL CONTRACTOR I I 2-WAY CONTROL VALVE MD1.14 DEMO PLAN- MECHANICAL ROOF X X Glumac BHP BRAKE HORSEPOWER MCA MINIMUM CIRCUIT AMPACITY M3-WAY CONTROL VALVE 1 r VD r RVD Jr 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 Portland, OR 97204 COMPOSITE HVAC PLANS BOP BOTTOM OF PIPE MD MOTORIZED DAMPER NON SLAM WAFER CHECK VALVE FD SD FIRE, SMOKE OR FIRE/SMOKE DAMPER T(503)-227-5280 BFP BACKFLOW PREVENTER MECH MECHANICAL M1.11 HVAC LOWER LEVEL FLOOR PLAN COMPOSITE X X ELEVATION 1, DRAWING M-1 LA BSMT BASEMENT MERV MINIMUM EFFICIENCY RATING VALUE ® PRESSURE REDUCING VALVE (PRV) H SUPPLY DUCT UP M1.12 HVAC MAIN LEVEL FLOOR PN COMPOSITE X X FOOD SERVICE CONSULTANT BTU BRITISH THERMAL UNIT MFR MANUFACTURER M1,13 HVAC UPPER LEVEL SOUTH FLOOR PLAN COMPOSITE X X Webb Foodservice Design BTUH BTU PER HOUR MIN MINIMUM ® [XII 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 BYV BUTTERFLY VALVE MPC MEDIUM PRESSURE CONDENSATE NIF EXHAUST#1 171 I EXHAUST DUCT UP M1.15 HVAC ROOF PLAN COMPOSITE X X T(503)-236-8566 C COMMON, CONDENSATE OR CONDUIT MPS MEDIUM PRESSURE STEAM LOCK SHIELD VALVE NORTH SECTOR HVAC PLANS EQUIPMENT IDENTIFICATION 4 M2.13 HVAC MAIN LEVEL-AREA Ni X X ACOUSTIC &AV CONSULTANT CA CONTROL AIR MV MANUAL AIR VENT HP \ I �- -� EXHAUST DUCT DOWN HEAT PUMP UNIT#1 NEEDLE VALVE M2.14 HVAC MAIN LEVEL -AREA N2 X X The Greenbusch Group CAPACITY (N) NEW 1 CAV CONSTANT AIR VOLUME N/A NOT APPLICABLE V RETURN DUCT UP M2.15 HVAC UPPER LEVEL-AREA Ni X X 1900 W. Nickerson St., Suite 201 CB CHILLED BEAM NC NORMALLY CLOSED QUICK OPENING VALVE Seattle,WA 98119 KITCHEN EQUIPMENT TAG M2.16 HVAC UPPER LEVEL-AREA N2 X X T 206-378-0569 CC COOLING COIL OR CONTROLS CONTRACTOR NIC NOT IN CONTRACT L-- I RETURN DUCT DOWN 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 (#) KEYED NOTE 0 8 CROSS SECTION OF SUPPLY DUCT M2.18 HVAC ROOF PLAN-AREA N2 X X COST CONSULTANT CFF CAP FOR FUTURE NPSH NET POSITIVE SUCTION HEADPRESSURE GAUGE SOUTH SECTOR HVAC PLANS Construction Focus CFM CUBIC FEET PER MINUTE NTS NOT TO SCALE 150 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 AIR78°F M2.24 HVAC LOWER LEVEL-AREA S2 X X Eugene, OR 97402 CHWP CHILLED WATER PUMP DAD OUTSIDE AIR DAMPER F 78 DEGREES FAHRENHEIT THERMOMETER 0 CROSS SECTION OF RETURN AIR DUCT M2.25 HVAC MAIN LEVEL AREA S1 + UPPER LEVEL AREA S1 X X T 541-686-2031 CHWR CHILLED WATER RETURN OAT OUTSIDE AIR TEMPERATURE PIPING HYDRONIC M2.26 HVAC UPPER LEVEL-AREA S2 X X CHWS CHILLED WATER SUPPLY OBD OPPOSED BLADE DAMPER O CROSS SECTION OF ROUND DUCT CH CHILLER OC ON CENTER I `' M2.27 HVAC ROOF PLAN -AREA S1 X X EXPIRES: 12/31/19 CHV CHECK VALVE OD OUTSIDE DAMPER SYMBOL DESCRIPTION SYMBOL DESCRIPTION � DUCT ELBOW WITH TURNING VANES M2.28 HVAC ROOF PLAN-AREA S2 X X (---p pRpfCL CENTERLINE OFCI OWNER FURNISHED CONTRACTOR INSTALLED _> DIRECTION OF SLOPE I IWS HEATING WATER SUPPLY EAST SECTOR HVAC PLANS ��G I Nef.�py CLG CEILING OF01 OWNER FURNISHED OWNER INSTALLED -�- M2.32 HVAC MAIN LEVEL-AREA E1 X X 90 CO CLEANOUT OPER OPERATING DIRECTION OF FLOW HWR HEATING WATER RETURN M2,33 HVAC ROOF PLAN -AREA El ' X X COL COLUMN OV OUTLET VELOCITY SMOOTH RADIUS DUCT ELBOW WITHOUT TURNING r��-� COMP COMPRESSOR P PUMP OR PRESSURE OR POLE VANES COMPOSITE ZONING PLANS s� E h 0 --(7 PIPE UP (OR UP &DOWN WITH NOTATION) MZ1.11 MECHANICAL SYSTEMS LOWER LEVEL COMPOSITE X X " ER 3�:19;' 1:1_ �' o CONC CONCRETE PC PUMPED CONDENSATECONTROLS COND CONDENSATE PD PRESSURE DROP PIPE DOWN MZ1.12 MECHANICAL SYSTEMS MAIN LEVEL COMPOSITE X X Sy�q M CNcG 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/PIPE RISE SYMBOL DESCRIPTION NORTH SECTOR ZONING PLANS CONTR CONTRACTOR PH PHASE (ELECTRICAL) t TEMPERATURE SENSORi T1 COP COEFFICIENT OF PERFORMANCE PHC PREHEAT COIL TOP CONNECTION BRANCH LINE © MZ2.13 MECHANICAL MAIN LEVEL AREA N1 X X 45 DEGREE BOOT LO LOSS BRANCH FITTING MZ2.14 MECHANICAL MAIN LEVEL-AREA N2 X X CP CONTROL PANEL OR CONDENSATE PUMP PLBG PLUMBING 0 THERMOSTAT OR THERMOMETER CR CONDENSATE RETURN POC POINT OF CONNECTION BOTTOM CONNECTION- BRANCH LINEMZ2.15 MECHANICAL UPPER LEVEL-AREA N1 X X CRG CEILING RETURN GRILLE POD POINT OF DISCONNECTION I 5 @ CARBON DIOXIDE SENSOR WYE BRANCH FITTING MZ2.16 MECHANICAL UPPER LEVEL-AREA N2 X X CRR CEILING RETURN REGISTER PRESS PRESSURE PIPE ANCHOR o SOUTH SECTOR ZONING PLANS CSD CEILING SUPPLY DIFFUSER PRV PRESSURE REDUCING VALVE �� 0 0 OCCUPANCY SENSOR 12x6 ACOUSTICAL LINING DUCT CTE CONNECT TO EXISTING PS PRESSURE SENSOR z (DIMENSION IS INSIDE DIMENSION) MZ2.23 MECHANICAL LOWER LEVEL-AREA Si X X CUFT CUBIC FEET PSI POUNDS PER SQUARE INCH c TEE UP o HUMIDITY SENSOR OR HUMIDISTAT MZ2.24 MECHANICAL LOWER LEVEL AREA S2 X X CUIN CUBIC INCHES PSIA PSI ABSOLUTE o TEE DOWN 2 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 ® STATIC PRESSURE SENSOR M MZ2.26 MECHANICAL UPPER LEVEL-AREA S2 X X CW COLD WATER QTY QUANTITY I I STRAINER TRANSFER DUCT(WITH LINER) EAST SECTOR ZONING PLANS CWP CONDENSER WATER PUMP R RISERS, RELOCATE OR RISE �' ® REFRIGERANT SENSOR TAG NECK SIZE CFM MZ2.32 MECHANICAL MAIN LEVEL-AREA El 1 X 1 X CWR CONDENSER WATER RETURN RA RETURN AIR I I STRAINER WITH BLOW OFF ® COMPSOITE PIPING PLAN CWS CONDENSER WATER SUPPLY RAD RETURN AIR DAMPER ' CARBON MONOXIDE SENSOR M3.10 PIPING PLAN UNDERGROUND COMPOSITE X X X • D DROP OR DRAIN RD REFRIGERANT DISCHARGE OR ROOF DRAIN 0 INLINE PUMP INDICATES 8'11"TO BOTTOM OF DUCT DBT DRY BULB TEMPERATURE REF ROOFTOP EXHAUST FAN J. O HYDROGEN SENSOR 8 11" BOD M3.11 HYDRONIC PIPING PLAN LOWER LEVEL COMPOSITE X X DDC DIRECT DIGITAL CONTROL REFRIG REFRIGERATION M3.12 HYDRONIC PIPING PLAN MAIN LEVEL COMPOSITE X X BASE MOUNTED PUMP DSD DEFL DEFLECTION REJ REJECTION DUCT SMOKE DETECTOR RECTANGULAR OR ROUND SUPPLY DIFFUSER M3.13 HYDRONIC PIPING UPPER LEVEL SOUTH COMPOSITE X X DIA DIAMETER REQD REQUIRED T TEST TAP(PETE'S PLUG) El 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 4 TEMPERATURE SENSOR UNLESS INDICATED OTHERWISE. EXAMPLE: M3.15 HYDRONIC PIPING ROOF PLAN COMPOSITE X DN DOWN RF RETURN FAN n MANUAL AIR VENT P SB12Xi 2 400 REFERS TO TAG SB WITH ---- DP DIFFERENTIAL PRESSURE RH RELATIVE HUMIDITY `I\ STATIC PRESSURE SENSOR 12"X12" NECK AND 400 CFM NORTH SECTOR PIPING PLAN DPT DEW POINT TEMPERATURE RHC REHEAT COIL AUTOMATIC AIR VENT 0 PS M4.13 HYDRONIC PIPING MAIN LEVEL-AREA Ni • X X DSD DUCT SMOKE DETECTOR RHT RADIANT HEATER PRESSURE SENSOR OR SWITCH 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 Ni X X DWG(S) DRAWINGS(S) RPM REVOLUTIONS PER MINUTE w DIFFERENTIAL PRESSURE SENSOR M4.16 HYDRONIC PIPING UPPER LEVEL-AREA N2 X X DX DIRECT EXPANSION RS REFRIGERANT SUCTION J L VENT THRU ROOF z IAFMS / TAG NECK SIZE-CFM RECTANGULAR OR ROUND RETURN GRILLE OR1M4.17 HYDRONIC PIPING ROOF PLAN-AREA N1 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 HS M4.18 HYDRONIC PIPING ROOF PLAN-AREA N2 X X --- --- EAD EXHAUST AIR DAMPER SA SUPPLY AIR w HUMIDITY SENSOR11-> 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 EXPANSION JOINT t" FS M4.23 HYDRONIC PIPING LOWER LEVEL-AREA S1 • X X EC ELECTRICAL CONTRACTOR SD SMOKE DAMPER Esz FM FLOW SENSOR OR SWITCH 1 TAG NECK SIZE CFM' WALL RETURN OR EXHAUST GRILLE OR REGISTER(SEE M424 HYDRONIC PIPING LOWER LEVEL-AREA S2 • X X ECON ECONOMIZER SEER SEASONAL ENERGY EFFICIENCY RATING FLEXIBLE CONNECTOR z SCHEDULE) M4.25 HYDRONIC PIPING MAIN LEVEL AREA S1 +UPPER LEVEL AREA • X X / '� \ REVISIONS DATE EDB ENTERING DRY BULB TEMPERATURE SEN SENSIBLE w FLOW METER I EWT ENTERING WATER TEMPERATURE SF SUPPLY FAN OR SQUARE FEET III w CS imp S1 LINEAR SLOT DIFFUSER(SEE SCHEDULE FOR NUMBER UNION M4.26 HYDRONIC PIPING UPPER LEVEL-AREA S2 X X EER ENERGY EFFICIENCY RATING SHC SQUARE HEAD COCKI d CURRENT SENSOR OF SLOTS). 2 WAY THROW UNLESS NOTED EF EXHAUST FAN SIU SPLIT INDOOR UNIT 1 CAPPED OR PLUGGED TEE w M ' TAG NECK SIZE-LENGTH-CFM OTHERWISE. EXAMPLES: SN10-48-250 REFERS TO TAG 1M4.27 HYDRONIC PIPING ROOF PLAN-AREA S1 X X EFF EFFICIENCY SOU SPLIT OUTDOOR UNIT 11 MOTOR 5N WITH 10° ROUND NECK, 48"SLOT LENGTH AND 250 i M4.28 HYDRONIC PIPING ROOF PLAN-AREA S2 X X EJ EXPANSION JOINT SP STATIC PRESSURE BLIND FLANGE, CAP A CFM. ;EAST SECTOR PIPING PLAN EL ELEVATION SPD SPLITTER DAMPER ACTUATOR P V _ I M4.32 HYDRONIC PIPING MAIN LEVEL-AREA El • X X ELEC ELECTRICAL SPEC SPECIFICATIONS HM CONCENTRIC REDUCER VARIABLE AIR VOLUME TERMINAL UNIT -------EQUIP EQUIPMENT SQ IN SQUARE INCH t $ RM HYDROGEN MONITOR _ I 1M4.33 HYDRONIC PIPING ROOF PLAN-AREA El X X ESP EXTERNAL STATIC PRESSURE ST STRAINER OR SOUND TRAP It `' EXPANSION LOOP r VARIABLE AIR VOLUME TERMINAL UNIT W/REHEAT 1M4.41 HYDRONIC PIPING AUDITORIUM-AREA E2 X X ET EXPANSION TANK STD STANDARD Al REFRIGERANT MONITOR EWB ENTERING WET BULB TEMPERATURE STRUCT STRUCTURAL VALVE ON RISE AO 1M5.01 MECHANICAL SYSTEM SECTION VIEWS X EXH EXHAUST SV STEAM VENT 6" DI ANALOG INPUT 1M5.02 AUX GYM SECTIONS X EXT EXTERNAL T THERMOSTAT OR THERMOMETER PIPE SIZE (DIAMETER IN INCHES) DO ANALOG OUTPUT F FAHRENHEIT TCP TEMPERATURE CONTROL PANEL FPB FAN POWERED BOX TDH TOTAL DYNAMIC HEAD PI DIGITAL INPUT BAS M6.01 ENLARGED PLANS X X DIGITAL OUTPUT FC FLEXIBLE CONNECTION OR FAIL CLOSED TEMP TEMPERATURE BUILDING AUTOMATION SYSTEM M6.02 ENLARGED PLANS ECU FAN COIL UNIT TI TENANT IMPROVEMENT PULSING INPUT 1 TIGARD TUALATIN SCHOOL DISTRICT FD FIRE DAMPER TRG TRANSFER GRILLE 1M7.01 1 HEATING WATER PIPING SCHEMATIC DIAGRAM I X I ! I I X FF FINAL FILTER OR FINISHED FLOOR TS TEMPERATURE SENSOR 1 _ T I GAR D H I G H FO FLOORAILOTSP TOTAL TE STATIC AP PRESSURETTMISCELLANEOUS 1 M8.00 CONTROLS-SCHEMATICS X X FO FAIL OPEN TT TEST TAP OR TEST TEE � FPI FINS PER INCH TXV THERMAL EXPANSION VALVE M8.01 CONTROL-SCHEMATICS X X S C H On O L FPM FEET PER MINUTE (TYP) TYPICAL SYMBOL DESCRIPTION 1M8.02 CONTROL DETAILS FPS FEET PER SECOND U HEAT TRANSFER COEFFICIENT RD REFRIGERANT DISCHARGE 1M8.03 CONTROLS-SEQUENCES OF OPERATION rii O D E R N I ZAT I O 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 I> 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 ST SOUND TRAP GN GENERAL NOTE VEL VELOCITY M9.06 MECHANICAL DETAILS - X X JOB N0: 16992.80 GPM GALLONS PER MINUTE VERT VERTICAL ® CC COOLING COIL I M9.07 MECHANICAL DETAILS X X X ISSUE DATE: 06/19/2018 GND GROUND VFD VARIABLE FREQUENCY DRIVE //�j HC I MDF Jurisdiction Stamp Area GV GATE VALVE VFM VENTURI FLOW METER HEATING COIL I MDF.M1 HVAC-MDF PLANS 1 I I X H HEIGHT VOL VOLUME RHT HB HOSE BIBB VTR VENT THROUGH ROOF RADIANT HEATER HC HEATING COIL W WASTE OR WIDTH OR WATTS r BHT OFFICE COPY HD HEAD W/ WITH BASEBOARD HEATER VALIDITY OF PERMIT HOR HORIZONTAL W/O WITHOUT / THE ISSUANCE OF A PERMIT HP HIGH PRESSURE WB WET BULB TEMPERATURE CB CHILLED BEAM BASED ON CONSTRUCTION REVIEWED FOR COP1 HP HORSEPOWER WC WATER COLUMN D DOCUMENTS AND OTHER CODE COMPLIANCE ��f�C HP HEAT PUMP WEG WALL EXHAUST GRILLE THRUST BLOCK DATA SHALL NOT PREVENT HPC HIGH PRESSURE CONDENSATE WG WATER GAUGE THE CODE OFFICIAL FROM CITY OF TIGARD HPS HIGH PRESSURE STEAM WP WORKING PRESSURE REQUIRING THE CORRECTION Rev cr.w FOR CODE COMPLIANCE HR HOUR(S) WPD WATER PRESSURE DROP OF ERRORS.OSSC 105.4 Approved: lj ' MECHANICAL HRU HEAT RECOVERY UNIT WRR WALL RETURN REGISTER HS HUMIDITY SENSOR WSHP WATER-SOURCE HEAT PUMP . OTC: ( ] HTR HEATER WSR WALL SUPPLY REGISTER Permit# tr)e.0 A.n I 5?- f1 +`1 a I HV HOSE VALVE WT WEIGHT VALIDITY OF PERMIT Address: s w LEGEND A N D HVAC HEATING, VENTILATING AND AIR CONDITIONING XFMR TRANSFORMER THE ISSUANCE OFA PERMIT Suite# HW HEATING WATER Z ZONE BASED ON CONSTRUCTION ` [ co ABBREVIATIONS ZD ZONE DAMPER f DOCUMENTS AND OTHER By:. ,}' Date: '7� ? DATA SHALL NOT PREVENT ^`� THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS.OSSC 105.4 w MO . 0 0 • • bassetti architects 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. NATURAL VENTILATION(MIXED MODE)IN COMMONS: 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 Cardna MECHANICAL SYSTEMS SERVING EXISTING AREAS TO REMAIN ARE IN PLAY AS WELL. THE NEW ADDITION SCOPE J. INTERNAL HEAT GAINS 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: NOT LIMITED TO;AN AUXILIARY GYM,COMMONS,WEIGHT ROOM,WRESTING ROOM,AEROBICS ROOM,MAKERS Portland,OR 97219 • LOUVERED PENTHOUSE ASSEMBLIES ON THE ROOF WITH CLASS 1 MOTORIZED DAMPERS. DAMPERS WILL A. OFFICE:0.75 T. T(503)"419-2500 OPEN WHEN NATURAL VENTILATION MODE IS OPERATIONAL. SPACE(WOOD/METAL WORK),ART WING,CLASSROOM WING,ENGINEERING WING,LOCKERS,AND A B. CONFERENCEE ROO ROOM:0.75 W/SQ.FT. LIGHT FEATURE IN COMMONS TO COMMUNICATE TO STUDENTS/FACILITY 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 1. CONDITIONINGNENTILATION SYSTEM F. RESTROOM:0.6 W/SQ.FT. Portland, Catena E. CORRIDOR:0.6 W/SQ.FT. EngineersSuite 412 • CONTROL SEQUENCE TO OPERATE CEILING FANS IN REVERSE TO INDUCE AIR THROUGH LOW OPENINGS 1 (EXTERIOR DOORS)AND UP THROUGH OPENINGS IN ROOF.(CEILING FAN INSTALLATION ITSELF IS BASIS OF OR 97NE Irving St.,2232 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 OREGON/WASHINGTON: 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 LafayetteCCt. 5) KILN HEAT&FUME EXHAUST 7. ZONING CRITERIA Portland,OR 97202 T(503)-236-8566 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 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 Seattle, 8- 98119 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 T 206-378-0569 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 740 Almaden St. 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 Eugene,OR 97402 HIGH EFFICIENT CONDENSING BOILERS. THE DISTRIBUTION OF ALL PIPING WILL BE ABOVE 0.1"PER 100 FEET. T 541-686-2031 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 cs0 PROT f f� A. DIRECT EXPANSION COOLING SYSTEMS INTEGRATED WITH THE AIR HANDLING UNITS ON THE PROJECT. D. BRANCHES ABOVE OPEN OCCUPIED SPACES:MAXIMUM 1150 FPM VELOCITY t NFF�HIGH EFFICIENT INVERTER COMPRESSORS ARE UTILIZED WHERE POSSIBLE ON SMALLER CAPACITY E. RUN-OUTS TO DIFFUSERS:MAXIMUM 725 FPM VELOCITY w(la9O � 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 �, cFR 31ti° ��-, METASYS VIA BACNET PROTOCOL. 1. FANS&AHUS: PROVIDE FOR DUCT LEAKAGE AND 10%ADDITIONAL AIR CAPACITY FOR FUTURE Qi G`E C. THE PROJECT PHASING AND ITS IMPACTS TO THE CONSTRUCTION OF THEMECHANICAL, ELECTRICAL,PLUMBING, EXPANSION y�A M. CNS' 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. FT/YEAR. 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) ! '* \ 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 F- w MO. 1 AIR HANDLING UNIT SCHEDULE - DX COOLING/HEATING WATER SUPPLY FANS RETURN/EXHAUST FANS HEATING WATER COIL DX COOLING ELECTRICAL PRE-FILTER FINAL FILTER MAX. - HYDRONIC Iassetti P.D.(FT CAPACITY EMERG - 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) (DBIWB) (DBIWB) TYPE IEER (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 I 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 RTU 2 DAIKIN RPS SOUTH WING ROOF SOUTH WING 22000 10550 2.25 5.1 DIRECT 23 25 Yes RETURN 22000 CFM 1 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 13 Yes No CART 8 CART 13 442x99x73 14000 1-15 RTU 3 DAIKIN MPS KITCHEN ROOF COMMONS 18000 4780 1.75 3.7 DIRECT 17 20 Yes EXHAUST 18000 CFM I 0.75 DIRECT 5 Yes 447 I 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 DAIKIN RPS WEST WING ROOF MAIN GYM 26000 9805 1.75 4.7 I DIRECT 29 30 Yes RETURN 26000 CFM I 1 DIRECT 15 Yes 790 ( 53 140 110 I 5 52 80 0.5 827 81/63 53/52 SINGLE SPEED I 14.9 210 250 10 480 3 Yes No CART 8 CART 13 490x99x97 15000 1-15 Portland, Oregon 97209 RTU 5 DAIKIN DPS EAST WING ROOF EAST WING 6500 I 6325 1.75 2.6 I ECM 5 7.5 No ( EXHAUST 15850 CFM 1 ECM 4 No 120 10 140 110 I 5 56 70 0.5 291 80/67 53/53 INVERTER I 17.4 65 80 10 480 1 3 Yes No CART 8 CART 13 163x77x71 4500 1-15 T (206) 340 9500 F (206) 340 9519 RTU 6 DAIKIN DPS WEST WING ROOF WEST WING 9000 2000 2.25 4.9 ECM 12 15 No EXHAUST 8100 CFM 1 ECM 8 No 107 10 140 110 5 63 70 0.5 292 77/63 52152 INVERTER 18.3 77 90 10 480 3 Yes No CART 8 CART 13 163X77X71 4500 1-15 RTU 7 DAIKIN MPS WEST WING ROOF AUX GYM 21000 7760 1.75 4.6 DIRECT 24 30 Yes EXHAUST 21000 CFM 1 DIRECT 10 Yes 635 42 140 110 5 52 80 0.5 777 83/64 52/52 SINGLE SPEED 13.5 194 225 10 480 3 Yes No CART 8 CART 13 370x100x76 14000 1-15 RTU 8 DAIKIN DPS WEST WING ROOF AEROBICS 3000 1530 1.75 2.1 ECM 2 2 No ( EXHAUST 3000 CFM 1 ECM 4 No 115 10 140 110 5 45 80 0.5 93 81/64 53/53 INVERTER 20.3 21 25 5 480 3 Yes No CART 8 CART 13 91x97x57 3000 1-15 CIVIL ENGINEER & LANDSCAPE RTU 9 DAIKIN DPS WEST WING ROOF WEIGHTS 4000 I 1540 1.75 2.5 I ECM 3 4 No ( EXHAUST 13600 CFM 1 ( ECM 4 I No 120 ( 10 140 110 j 5 52 80 0.5 121 80/64 54/53 INVERTER I 19.3 26 30 5 480 3 Yes No CART 8 CART 13 91x97x57 3000 1-15 Cardno RTU 10 DAIKIN DPS WEST WING ROOF WRESTLING 3500 1 1805 1.75 2.4 ( ECM 2 4 No ( EXHAUST 1 3500 CFM 1 ECM 4 I No 130 1 10 140 110 ( 5 45 80 0.5 121 83/65 53/53 INVERTER 1 19.3 24 30 5 480 3 Yes No CART 8 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. FOOD SERVICE CONSULTANT 14. RESERVED 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. DB/WB 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) (IN WG) BHP HP (CFM) (IN WG) BHP HP (DBIWB°F) (DB/WB°F) (DBIWB°F) (DBMS°F) (MBH) (MBH) (°F) (°F) REFRIG QTY TYPE (MBH) (GMP) (°F) (°F) P.D. AHU (°F) (°F) (A) (A) VOLTS PH (Y/N) (Y/N) (Y/N) (L"xVIzH") (LBS) NOTES OSA 1 DAIKIN DPS WEST WING ROOF LOCKERS 8000 1 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 I 15 140 110 5 I 48 80 67 90 480 3 No No Yes I83x77x71 5000 1-15 COST CONSULTANT OSA 2 DAIKIN DPS SOUTH WING ROOF CERAMICS 5000 I 2 3.75 6 7.5 5000 1.5 3 4 91/12 80/67 22 55 182 167 82/64 52/52 R410A 1 INVERTER 85 I 10 140 110 5 I 55 80 48 70 480 3 No No Yes 183x77x71 5000 1-151 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. EXPIRES: 12/31/19 _ 3. PROVIDE VARIABLE FREQUENCY DRIVE(VFD)FOR EACH FAN MOTOR BY MECHANICAL AND WIRED BY ELECTRICAL. �� PROF 4. PROVIDE MOTOR SHAFT GROUNDING SYSTEM FOR EACH MOTOR CONTROLLED BY VFD. �� f� 5. PROVIDE FACTORY-INSTALLED INTERNAL WIRING TO FAN MOTORS AND GFCI CONVENIENCE RECEPTACLES AS NECESSARY FOR SINGLE POINT OF ELECTRICAL CONNECTION. ��5 .kG t NF;: Oy 6. PROVIDE TWO(2) 120 VOLT GFCI CONVENIENCE RECEPTACLES "� 90 l 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. (4co" o, 9. PROVIDE 100% 0. PROVIDE ROOF COURB WITH SPRING VIBRATIOULATING DRY BULB N SOLATION-2"DEFLECTION MIN..PRTURE ECONOMIZER WITH FAULT OVIDE KINEIC TI SISOUIND CURBS ON ALL ROOFTOP UNWITH ITS.CURBS SHACONTROLS. L COME WITH ECONOMIZER INTEGRAL OSLOPO 0 ACCOMMODATE ROOF SLOPE.REFERENCE ECONOMIZER ARCH ARCHITECTURALCONDITIONS. DRAWINGS.NO ADDITIONAL LEVELING CURB REQUIRED.ESSR MODEL FOR LARGER UNITS>20 TON CAPACITY.KSCR MODEL FOR SMALL UNITS<20 TON CAPACITY. v0sy R �C\AC5'' 11. SMOKE DETECTORS IN SUPPLY DUCTWORK FOR AUTOMATIC UNIT SHUTDOWN FOR AIRFLOWS ABOVE 2000 CFM PROVIDED BY DIV 28 FIRE ALARM CONTRACTOR. q M. G 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 S HEATING FILTER EMERG OPER. MODEL AIRFLOW ESP TSP MCA MOCP VFD POWER EAT DB/IVB LAT DB INPUT OUTPUT AFUE EAT LAT VIM TAG # MANUFACTURER NUMBER LOCATION AREA SERVED (CFM) (IN WG) (IN WG) HP (A) (A) VOLTS PH (Y/N) (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/1 PH 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. / \ 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) (Y/N) (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/1 PH 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. S SCHOOL 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. 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 DAIKIN 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 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 i FCU 1 GU-1 DAIKIN FTK24NMVJU EMR-W001 WALL MOUNT 713 2 208 1 2 11.5X39X10.5 27 1-3 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 1 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 1 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 I 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 I- 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 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 18 CU-18 DAIKIN FTK24NMVJU EMER EQMT-N110C WALL MOUNT 713 2 208 1 2 - 11.5X39X10.5 27 1-3 FCU 19 CU-19 DAIKIN FTKO9NMVJU EMR-N114 WALL MOUNT 417 0.75 208 1 2 - 11.5x30.5x9 18 1-3 Cl) F- NOTES 1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. cc 2. CAPACITY RATED AT ARI STANDARD CONDITIONS. NOTES G 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. w M0.02 4. PROVIDE LOW AMBIENT KIT FOR OPERATION DOWN TO 10°F. 2. INTEGRATE WITIH(N)BAS SYSTEM FOR MONITORING AND CONTROL VIA BACNET CARD LU 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. a. 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. j bassetti/ EXPANSION TANK SCHEDULE architects TANK SYSTEM OPER. RELIEF MAX. SYSTEM SIZE DIA x ROOM DUST FILTER SYSTEM VOL ACCEPT.VOL VOL FILL PRESS. PRESS. PRESS. MIN.TEMP. TEMP. CONN. H OPER.WT. ELECTRICAL TAG # MANUFACTURER MODEL NUMBER TYPE (GAL) (GAL) (GAL) (PSIG) (PSIG) (PSIG) (°F) (°F) (IN) (IN) (LBS) NOTES 721 NW 9TH Ave, Suite 350 ET 0-1 B&G SERIES D-240V I DIAPHRAGM 211 84 2400 22 75 100 40 180 1" 30X56 1200 1-3 AIR EMERG OPER. re Portland, Oregon 97209 FLOW VFD POWER UNIT SIZE WT. g 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 I 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. I 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. STRUCTURAL ENGINEER 3. PRE-FILTER SHALL BE MERV 7 PLEATED AND FINAL FILTER SHALL BE MERV 13 MUTI-POCKET BAG. 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 T(503)-227-5280 DESIGN MIN. ELECTRICAL EMERG OPER. NUMBER (INCHES) (NOTE #1) 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 It MANUFACTURER NUMBER (TAG) TYPE (GPM) (GPM) (FT WG) (%) (FT) RPM BHP HP VOLTS PH VFD (Y/N) (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. END SUCTION SC TITUS FL SLOT SUPPLY LINEAR SLOT 2-WAY THROW 2 x 1"SLOT WHITE ALUMINUM NO 1,2,4,9,10,11 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 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"x1/2"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 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 50F EGGCRATE EXHAUST 1/2"x 1/2"x 1/2"EGGCRATE SEE PLANS WHITE ALUMINUM YES 1,2,4,5,6 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. 2. MAXIMUM NC LEVEL SHALL BE 20. pROf 11.INLINE PUMP WITH EC MOTOR (--A j12.BAS TO INTERLOCK PUMP OPERATION WITH BOILER OPERATION. 3. ALL VISIBLE SURFACES AND DUCTWORK BEHIND FACE SHALL BE PAINTED FLAT BLACK. yG I Ncr,A �,4. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLANS FOR BORDER TYPES. 0 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). s� OREGON , 6. PROVIDE RECTANGULAR/SQUARE TO ROUND TRANSITION AS REQUIRED AND SIZED FOR MAXIMUM 0.01"WG TOTAL PRESSURE DROP. F 7. ADJUSTABLE HORIZONTAL/VERTICAL DISCHARGE v0S 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). 19t/Al M''y6�R �1.ti4� � C�`•G 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 (Y!N) (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. At 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 (Y!N) (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 1,3,4,6,7,9T I GAR D H I G H 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 P OPER. MANUFACTUR FLOW VFD POWAIR ER UNIT SIZE SH O O L 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 E TAG # ER MODEL NUMBER LOCATION DISCH TYPE DRIVE (CFM) MCA(A) VOLTS PH (Y!N) (YIN) (L"xW zH") (LBS) NOTES EF 5 GREENHECK CUBE-131-VG ROOF 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 MODERNIZATION EF 6 GREENHECK CUE-080-VG ROOF 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 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 I 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 Na 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 It 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 I"- 15. FAN OPERATES BASESD ON LOCAL SWITCH NEAR KILN. W ' NOTES 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 0_ bassett, architects RADON FAQ VARIABLE AIR VOLUME TERMINAL UNIT SCHEDULE-HOT WATER REHEAT SCHEDULE AIRFLOW HW REHEAT COIL ELECTRICAL INLET COOL COOUHEAT HEAT 721 NW 9TH Ave, Suite 350 AIR EMERG OPER. MODEL SIZE MAX MIN MAX AIR PD CAP LAT EAT EWT LWT FLOW WPD BRANCH SIZE Portland, Oregon5F97209 T 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 T {2l06) 340 9500 F (206) 340 9519 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 50019 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)- 2. FAN RUNS 24R,PROVIDE WITH AUIDBLE ALARM ON FAN FAILURE. PROVIDE WITH CONTACTS FOR MONITOR FAN AND ALARM STATUS AT BAS. 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)-4677--4980 3. PROVIDE FAN WITH EC MOTOR&LOCAL SPEED CONTROL VAV E8 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 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 LI TITUS DESV 12 1165 700 945 0.21 37.3 91.4 55 140 130.2 7.7 4.09 2 1 1-10 Glumac VAV L2 TITUS DESV 12 1100 605 1100 0.19 35.6 84.8 55 140 120.4 3.7 1.03 2 3/4 1-10 900 SW Fifth Ave.,Suite 1600 VAV L3 TITUS DESV 10 1240 685 1105 _ 0.24 40.2 88.5 55 140 129.1 7.5 3.86 2 1 1-10 Portland,OR 97204 VAV L4 TITUS DESV 6 200 110 200 0.06 7.5 89.8 55 140 121.7 0.8 0.14 2 3/4 1-10 T(503)-227-5280 VAV L5 TITUS DESV 8 275 155 200 0.06 8.9 96.0 55 140 120.9 0.9 0.22 2 3/4 1-10 FOOD SERVICE CONSULTANT VAV L6 TITUS DESV 10 980 540 775 0.27 26.8 86.9 55 140 126.3 4.0 1.0 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 1145 0.22 38.2 85.7 55 140 123.8 4.8 1.67 2 1 1-10 Portland,OR 97202 T(503)-236-8566 VAV L9 TITUS DESV 10 800 440 670 0.19 25.7 90.3 55 140 129.0 4.7 1.38 2 1 1-10 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 1-10 ACOUSTIC&AV CONSULTANT VAV L11 TITUS DESV 8 540 300 400 0.19 17.2 94.6 55 140 94.6 5.0 3.21 2 1 1-10 The Greenbusch Group VAV N1 TITUS DESV 8 325 180 275 0.08 9.8 87.8 55 140 116.2 0.8 0.19 2 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 55 140 120.3 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 0.16 7.6 99.0 55 140 121.5 0.8 0.19 2 3/4 1-10 740 Almaden St. - - - - - 97402 e, VAV N7 TITUS DESV 14 1370 750 700 0.15 25.3 88.4 55 140 109.2 1.7 0.19 2 3/4 1-10 T Eugengene,OR01 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 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 �E.� PROP 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 7-41"4� t NFF �!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 p �l 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 1-10 oREcon VAV N16 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 ("oc�, R '%'1'4� 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 'S'Uq M. CNS`' 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 0.14 20.3 84.9 55 140 109.7 1.4 0.24 2 3/4 1-10 VAV N21 TITUS DESV 10 500 275 500 0.09 16.2 84.9 55 140 115.8 1.4 0.21 2 3/4 1-10 VAV N22 TITUS DESV 8 500 500 500 0.16 16.2 84.9 55 140 120.7 1.7 0.44 2 3/4 1-10 VAV N23 TITUS 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 N24 TITUS 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 DESV 14 1500 825 1000 0.17 32.4 84.9 55 140 108.9 2.1 0.28 2 3/4 1-10 VAV N26 TITUS DESV 10 640 355 200 0.13 10.3 102.4 55 140 123.3 1.3 0.19 2 3/4 1-10 VAV N27 TITUS DESV 14 1500 825 975 0.17 31.6 84.9 55 140 108.7 2.0 0.26 2 3/4 1-10 VAV N28 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 N29 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 N30 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 N31 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 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 55 140 108.4 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 1-10 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 1-10 VAV S4 TITUS DESV 14 1915 1055 1000 0.26 28.7 81.5 55 140 _ 105.1 1.7 0.19 2 3/4 1-10 VAV S5 TITUS DESV 8 600 300 300 0.09 10.5 84.3 55 140 114.5 0.8 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 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 0.14 2 3/4 1-10 VAV S8 TITUS DESV 10 690 380 690 0.15 17.3 78.1 55 140 112.0 1.3 0.19 2 3/4 1-10 VAV S9 TITUS DESV 10 590 325 510 0.12 15.7 83.4 55 140 114.6 1.3 0.19 2 3/4 1-10 VAV S10 TITUS DESV 6 150 150 150 0.04 6.6 95.6 55 140 124.0 0.8 0.14 2 3/4 1-10 _._ VAV SlI TITUS DESV 8 485 270 265 0.16 9.6 88.5 55 140 116.6 0.8 0.19 2 3/4 1-10 VAV S12 TITUS DESV 10 625 345 550 0.13 16.1 82.0 55 140 113.9 1.3 0.19 2 3/4 1-10 At 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 3/4 1-10 _ VAV S14 TITUS DESV 14 1670 920 850 0.20 27.2 84.5 55 140 106.9 1.7 0.19 2 3/4 1-10 VAV S15 TITUS DESV 14 1400 770 900 0.15 27.7 83.4 55 140 106.3 1.7 0.19 2 3/4 1-10 _ VAV S16 TITUS DESV 12 1320 730 900 0.14 27.7 83.4 55 140 106.3 1.7 0.19 2 3/4 1-10 VAV S17 TITUS DESV 16 1840 1015 1100 0.25 35.8 85.0 55 140 111.2 2.5 0.36 2 3/4 1-10 VAV S18 TITUS DESV 16 1590 875 900 0.19 27.7 83.4 55 140 106.3 1.7 0.19 2 3/4 1-10 VAV S19 TITUS DESV 8 1590 875 900 0.19 27.7 83.4 55 140 106.3 1.7 0.19 2 3/4 1-10 VAV S20 TITUS DESV 8 460 255 175 0.06 6.1 87.1 55 140 132.2 1.6 1.33 2 3/4 1-10 VAV W1 TITUS DESV 8 450 250 450 0.06 9.1 73.6 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 10 800 400 500 0.19 22.2 95.9 55 140 130.9 5.0 1.52 2 1 1-10 VAV W5 TITUS DESV 8 325 325 325 0.13 9.1 80.7 55 140 118.0 0.8 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 DESV 8 350 195 200 0.09 8.5 94.3 55 140 119.3 0.8 0.19 2 3/4 1-10 TIGARD TUALATIN SCHOOL DISTRICT VAV W8 TITUS DESV 10 685 380 615 0.15 19.9 84.8 55 140 117.9 1.8 0.31 2 3/4 1-10 T'I BARD I-I I G H VAV W9 TITUS DESV 8 550 550 550 0.19 12.3 75.6 55 140 110.2 0.8 0.19 2 3/4 1-10 VAV W10 TITUS DESV 8 350 195 200 0.09 8.5 94.3 55 140 119.3 0.8 0.19 2 3/4 1-10 VAV W11 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 SF-IOOL VAV W12 TITUS DESV 10 1000 400 500 0.28 21.5 94.6 55 140 128.7 3.9 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. 90 W DRD. 4. PROVIDE NEMA 1 CONTROLS ENCLOSURE. TIGAARD,ORHAM 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 w Cr) 2 W M0. 04 a_ OUTDOOR AIR CALCULATION (MULTIPLE-ZONE RECIRCULATING SYSTEM) 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 OUTDOOR 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 GLASS - (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) E01 BREK15 1 BK RM/WORK BREAK ROOMS 534 0.12 50 26.7 20 20.0 5.0 - 164 0.8 205 400 0.513 - 1 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 E01 CLAS09 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 E01CONFO4 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 E01CONF26 1 CONF CONFERENCE/MEETING 326 0.06 50 16.3 12 12.0 5.0 - 80 0.8 99 240 0.413 - 1 E01CORR11 1 CORR CORRIDORS 1108 0.06 0 0.0 0.0 0.0 - 66 0.8 83 150 0.553 - 1 CIVIL ENGINEER& EOICORR90 1 COMMONS ALCOVE CORRIDORS 528 0.06 0 0.0 0.0 0.0 - 32 0.8 40 100 0.400 - 1 LANDSCAPE ARCHITECT E0ICORR97 1 CORR CORRIDORS 274 0.06 0 0.0 0.0 0.0 - 16 0.8 21 90 0.233 - 1 Cardno E01CORR98 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 EOICTECO7 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 E01CUST13 1 CUSTODIAL (EXH)JANITOR,TRASH,RECYCLE ROOMS 994 - - - 0.0 - 1.0 0 0.8 0 785 - 994 3 Catena 1500 NE Irving St,Suite 412 EOICUST44 1 CUSTODIAL (EXH)JANITOR,TRASH,RECYCLE ROOMS 67 - - - 0.0 - 1.0 0 0.8 0 50 - 67 3 Portland,OR 97232 E01 ELEC59 1 CUSTODIAL (EXH)JANITOR,TRASH,RECYCLE ROOMS 82 - - - 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 EOILOBB29 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 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 EOIOFFI03 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 E01OFFI14 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 - 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 - 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 EO1 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 EOIOFFI46 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 - 1 EO1 OPOF21 1 0.ASST OFFICE SPACE 1690 0.06 5 8.5 8.5 5.0 - 144 0.8 180 300 0.600 - 1 EOIREST12 1 T (EXH)TOILETS-PUBLIC 60 - - - 1 1.0 - 50/70(CFM/UNIT) 0 0.8 0 - 50/70 2 EOIRESTI6 1 RESTROOM (EXH)TOILETS-PUBLIC 65 - - - 1 1.0 - 50/70(CFM/UNIT) 0 0.8 0 - 50/70 2 EOIREST18 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 1 TOILET (EXH)TOILETS-PUBLIC 55 - - - 1 1.0 - 50/70(CFM/UNIT) 0 0.8 0 - 50/70 2 PRO-1' rf EO1 REST65 1 RESTROOM (EXH)TOILETS-PUBLIC 66 - - - 1 1.0 - 50/70(CFM/UNIT) 0 0.8 0 - 50/70 2 1 NF? �Oy- _ _ - (SG 9,97:49El E01 REST$$ 1 GIRLS (EXH)TOILETS-PUBLIC 485 6 6.0 50/70(CFM/UNIT) 0 0.8 0 300/420 2 E01 STAR31 1 STAIRS CORRIDORS 677 0.06 0 0.0 0.0 0.0 - 41 0.8 51 100 0.510 - 1 ZgoN 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 ),s,S,Uq'e 1.14,�� EOISTOR42 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, C\CG 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 r�,� Q ININNIMINI EOIVESTO2 1 VEST CORRIDORS 66 0.06 0 0.0 0.0 0.0 - 4 0.8 5 50 0.100 - 1 vT•/ �... E01VEST30 1 ENTRY VEST. CORRIDORS 278 0.06 0 0.0 0.0 0.0 - 17 0.8 21 50 0.420 - 1 1 EO2CLASO2 2 CLASSROOM CLASSROOMS(AGES 9+) 972 0.12 35 34.0 34.0 10.0 - 457 0.8 571 975 0.586 - 1 .... 0 EO2CLASO3 2 CLASSROOM CLASSROOMS(AGES 9+) 924 0.12 35 32.3 32.3 10.0 - 434 0.8 543 845 0.643 - 1 E Li- ..r 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 0 E02CLAS05 2 CLASSROOM CLASSROOMS(AGES 9+) 927 0.12 35 32.4 32.4 10.0 - 436 0.8 545 850 0.641 - 1 F"" O E02CLAS07 2 CLASSROOM CLASSROOMS(AGES 9+) 923 0.12 35 32.3 32.3 10.0 - 434 0.8 542 850 0.638 - 1 < 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 J E02CLASO9 2 CLASSROOM CLASSROOMS(AGES 9+) 968 0.12 35 33.9 33.9 10.0 - 455 0.8 569 935 0.609 - 1 EO2CLAS17 2 CLASSROOM CLASSROOMS(AGES 9+) 1007 0.12 35 35.2 35.2 10.0 - 473 0.8 592 1000 0.592 - 1 E 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 2 CLASSROOM CLASSROOMS(AGES 9+) 979 0.12 35 34.3 34.3 10.0 - 460 0.8 575 900 0.639 - 1 E02CONFO1 2 FLEX/MTG CONFERENCE/MEETING 275 0.06 50 13.8 13.8 5.0 - 85 0.8 107 200 0.535 - 1 EO2CORR13 2 CORRIDOOR CORRIDORS 917 0.06 0 0.0 0.0 0.0 - 55 0.8 69 150 0.460 - 1 E02CORR14 2 CORRIDOOR 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 - 1 E02REST20 2 GIRLS (EXH)TOILETS-PUBLIC 667 - - - 10 10.0 - 50/70(CFM/UNIT) 0 0.8 0 - 500/700 2 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 At 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 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 Vbz Ez Voz Vpz Zp (CFM) GO1 CLASO8 ENGINEERING CLASSROOMS(AGES 9+) 1221 0.12 35 42.7 35 35.0 10.0 - 497 0.8 621 1300 0.478 - 1 GO1CLAS14 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 GO1CLAS42 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 rDIISTRICT GO1 CLENO2 CLEANROOM SCIENCE LABORATORIES 308 0.18 25 7.7 8 8.0 10.0 - 135 0.8 169 330 0.512 - 2 ii Vii D GO1CONF28 MEETING ROOM CONFERENCE/MEETING 175 0.06 50 8.8 10 10.0 5.0 - 61 0.8 76 145 0.524 - 1 GO1CORRO9 CORRIDOR CORRIDORS 1099 0.06 0 0.0 0.0 0.0 - 66 0.8 82 130 0.631 - 1 HIGH GO1CORR15 CORRIDOR CORRIDORS 1656 0.06 0 0.0 0.0 0.0 - 99 0.8 124 200 0.620 - 1 H 0 L GO1CORR20 CORRIDOR CORRIDORS 369 0.06 0 0.0 0.0 0.0 - 22 0.8 28 100 0.280 - 1 G01 LOCK06 DRY TEAM ROOM CONFERENCE/MEETING 339 0.06 50 17.0 17.0 5.0 - 105 0.8 131 250 0.524 - 1 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 GO1 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. GO1 OFFI05 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 GO1OFFI30 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 GO1STORO4 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 GO2CLASO2 COMPUTER SCIENCE COMPUTER LAB 925 0.12 25 23.1 30 30.0 10.0 - 411 0.8 514 850 0.605 - 1 GO2CLASO3 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 - 1SCHEDULES GO2STOR12 STORAGE OCCUPIIABLE STOR.FOR DRY GOODS 108 0.06 2 0.2 0.2 5.0 - 8 0.8 9 50 0.180 - 2 dGO2RESTO8 UNISEX RESTROOM (EXH)TOILETS-PUBLIC 67 - - - 1 1.0 - 50/70(CFM/UNIT) 0 0.8 0 50 - 50/70 2 I--- Cn GO1 KILNO7 KILN ROOM (EXH)ART CLASSROOMS 50 - - - 0.0 - 0.7 0 0.8 0 50 - 35 2 I �W O (UJ N • N I- 4 22,427 Total all zones Pz: 445.6 . Max(Zp):, 0.730 00 c-c - O N SYSTEM POPULATION (PEOPLE),Ps 445 UNCORRECTED OUTDOOR AIR INTAKE(CFM),Vou: 6443.4 APPENDIX A OVERRIDE FOR Ev: 0.78 I CK n n 0. 0 5 LO OCCUPANT DIVERSITY,D=(Ps)/Total all zones(Pz) 1.00 SYSTEM VENTILATION EFFICIENCY,Ev: Use Appendix A W CU a_ OUTDOOR AIR INTAKE FLOW(CFM),Vot: 8261 I LEED EQc2-30%INCREASED VENTILATION: NO OUTDOOR AIR CALCULATION (SINGLE ZONE OR 100% OSA SYSTEM) SYSTEM: RTU-3 BASED ON ASHRAE 62.1-2007 -TABLE 6-1 IJassetti _ 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) (P11000 SF) OCCUPANTS # FIXTURES FIXTURES (CFM/PERSON) (CFMISF) (CFM) EFFECTIVENESS (CFM) (CFM) PROVIDED Vbz Ez Voz (CFM) 721 NW 9th Ave, Suite 350 EOICOMM51 RTU-3 COMMONS MAIN ENTRY LOBBIES 12108 0.06 10 121.1 500 500.0 5.0 - 3226 0.8 4033 - Portland, Oregon 97209 EOIATHE69 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 EO1 GNG94 RTU-3 GRAB-N-GO SALES(EXCEPT SPACES BELOW) 106 0.12 15 1.6 1.6 7.5 - 25 0.8 31 - EO1STOR57 RTU-3 STORAGE OCCUPIABLE STOR.FOR LIQUIDS/GELS 513 0.12 2 1.0 1.0 5.0 0.0 67 0.8 83 0 EO1 REST70 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 CORRIDORS 905 0.06 0 0.0 0.0 0.0 - 54 0.8 68 - Cardno 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 Seattle,WA 98119 TABLE 6-1 TABLE 6-1 OVERRIDE NUMBER OF OUTDOOR EXHAUST BREATHING ZONE TABLE 6-2 ZONE OUTDOOR EXHAUST OSA/EXH 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 COST CONSULTANT (SF) (CFM/SF) (P/1000 SF) OCCUPANTS # FIXTURES FIXTURES (CFM/PERSON) (CFM/SF) (CFM) EFFECTIVENESS (CFM) (CFM) PROVIDED 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 1 EXPIRES: 12/31/19 (-4Q PROFf�",,s I Net..' ,OUTDOOR AIR CALCULATION MULTIPLE-ZONE RECIRCULATING SYSTEM 9 SYSTEM: RTU-5 BASED ON ASHRAE 62.1-2007 -TABLE 6-1 $, cl�cor, TABLE 6-1 TABLE 6-1 OVERRIDE NUMBER OF OUTDOOR EXHAUST BREATHING ZONE TABLE 6-2 LJI'1E ZONE PRMARY ZONE PRIMARY EXHAUST OSA/EXH AIROUcFM1�yo �'' ROOM # ZONE DESCRIPTION APPLICATION AREA OUTDOOR AIR OCCUPANCY CALCULATED # OCCUPANTS/ OCCUPANTS / AIR REQ. RATE REQ. OUTDOOR AIR FLOW ZONE AIR DIST. FLOWARTOOR D AIR FLOW OUTDOOR AIR REQUIRED AIRFLOW CLASS N l GN�� (SF) (CFM/SF) (P/1000 SF) OCCUPANTS # FIXTURES FIXTURES (CFM/PERSON) (CFM/SF) (CFM) EFFECTIVENESS (CFM) (MIN. CFM) FRACTION (CFM) PROVIDED E E Vbz Ez Voz Vpz Zp (CFM) f..� Q E01 BREK92 El WORK ROOM BREAK ROOMS 231 0.12 50 11.6 12 12.0 5.0 - 88 0.8 110 180 0.611 - 1 EOICLAS48 E7 BUSINESS CLASSROOM CLASSROOMS(AGES 9+) 1181 0.12 35 41.3 35 35.0 10.0 - 492 0.8 615 1000 0.615 - 1 TT `< E01 CLAS49 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 E U_ EO1CONF34 E3 CONF. CONFERENCE/MEETING 221 0.06 50 11.1 10 10.0 5.0 - 63 0.8 79 125 0.632 - 1 Z Q E01 CORR32 E2 CORR CORRIDORS 377 0.06 0 0.0 0.0 0.0 - 23 0.8 28 50 0.560 - 1 - 0 EO1 CORR47 E7 CORRIDOR CORRIDORS 345 0.06 0 0.0 0.0 0.0 - 21 0.8 26 50 0.520 - 1 J 2 EO1LOBB96 E2 WAITING RECEPTION AREAS 647 0.06 30 19.4 10 10.0 5.0 - 89 0.8 111 200 0.555 - 1 EOI OFFI33 E3 FLEX OFFICE OFFICE SPACE 135 0.06 5 0.7 1 1.0 5.0 - 13 0.8 16 50 0.320 - 1 Q E01OFFI35 E5 OFFICE OFFICE SPACE 116 0.06 5 0.6 1 1.0 5.0 - 12 0.8 15 50 0.300 - 1 F- E010FF136 E4 OFFICE OFFICE SPACE 130 0.06 5 0.7 1 1.0 5.0 - 13 0.8 16 50 0.320 - 1 EOIOFFI37 E4 OFFICE OFFICE SPACE 121 0.06 5 0.6 1 1.0 5.0 - 12 0.8 15 50 0.300 - 1 EO1OFFI38 E5 OFFICE OFFICE SPACE 116 0.06 5 0.6 1 1.0 5.0 - 12 0.8 15 50 0.300 - 1 E01OFFI39 E5 OFFICE OFFICE SPACE 111 0.06 5 0.6 1 1.0 5.0 - 12 0.8 15 50 0.300 - 1 EOIOFFI40 E6 CAREER CENTER OFFICE SPACE 888 0.06 5 4.4 20 20.0 5.0 - 153 0.8 192 500 0.384 - 1 EOIOFFI43 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 E01 OFFI17 El0 IT OFFICE OFFICE SPACE 138 0.06 5 0.7 1 1.0 5.0 - 13 0.8 17 50 0.340 - 1 E01 STOR91 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 - 2 E01OFF193 E7 STUDENT STORE OFFICE SPACE 278 0.06 5 1.4 2 2.0 5.0 - 27 0.8 33 100 0.330 - 1 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)I Total all zones(Pz) 0.87 SYSTEM VENTILATION EFFICIENCY, Ev: Use Appendix A OUTDOOR AIR INTAKE FLOW(CFM),Vot: ( 2693 1 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 EO1ATHE79 W5 STORAGE OCCUPIIABLE STOR.FOR DRY GOODS 741 0.06 2 1.5 1.5 5.0 - 52 0.8 65 125 0.520 - 2 11U 1kt(D EO1 CONF80 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 E01 CORR85 W8 CORRIDOR CORRIDORS 2436 0.06 0 0.0 0.0 0.0 - 146 0.8 183 400 0.458 - 1 CHOOL G02STAR20 W1 STAIR CORRIDORS 195 0.06 0 0.0 0.0 0.0 - 12 0.8 15 50 0.300 - 1 MODERNIZATION GO2REST13 W1 RESTROOMS (EXH)TOILETS-PUBLIC 552 - - - 6 6.0 - 50170(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 E01KITC76 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 EOI CORR100 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 EOIREST78 W9 WOMEN (EXH)TOILETS-PUBLIC 824 - - - 10 10.0 - 50/70(CFM/UNIT) 0 0.8 0 - 500/700 2 EO1STAR28 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 - 200/280 2 E01REST95 W9 TOILET (EXH)TOILETS-PUBLIC 74 - - - 1 1.0 - 50/70(CFM/UNIT) 0 0.8 0 - 50/70 2 EO1 VEST77 W12 ENTRY MAIN ENTRY LOBBIES 1354 0.06 10 13.5 0 0.0 5.0 - 81 0.8 102 775 0.132 - 1 GO2CLASI9 W2 HEALTH CLASSROOMS(AGES 9+) 934 0.12 35 32.7 32.7 10.0 - 439 0.8 549 900 0.610 - 1 15,334 Total all zones Pz: 82.7 Max(Zp): 0.631 SCHEDULES d SYSTEM POPULATION(PEOPLE),Ps 80 UNCORRECTED OUTDOOR AIR INTAKE(CFM),Vou: 1349.9 APPENDIX A OVERRIDE FOR Ev: 0.7 U1-1...I to OCCUPANT DIVERSITY,D=(Ps)/Total all zones(Pz) 0.97 SYSTEM VENTILATION EFFICIENCY,Ev: Use Appendix A CO N OUTDOOR AIR INTAKE FLOW(CFM),Vot: I 1928 I LEED EQc2-30%INCREASED VENTILATION: NO 00 2 E> - W M0 . 06 OUTDOOR AIR CALCULATION (SINGLE ZONE OR 100% OSA SYSTEM) - SYSTEM: RTU-7 BASED ON ASHRAE 62.1-2007 -TABLE 6-1 bassetti I 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 Vbz Ez Voz (CFM) 721 NW 9th Ave, Suite 350 GO1GYMN39 RTU-7 AUXILIARY GYM GYM,STADIUM(PLAY AREA) 8458 0.3 30 253.7 1750 1750.0 0.0 - 2537 0.8 3172 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 1 3172 Cardno 6720 SW Macadam Ave,Suite 200 Portland,OR 97219 T(503)419 2500 OUTDOOR AIR CALCULATION (SINGLE ZONE OR 100% OSA SYSTEM) STReUCCTURAL ENGINEER CatSYSTEM: 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 I 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 Vbz Ez Voz (CFM) 900 la d,ORAve,Suite 1600 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 1 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 1 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 D(PIRES: 12/31/19 PROF - Vbz Ez Voz (CFM) roc t NE-4-4f E01GYMN86 RTU-9 WEIGHTS GYM HEALTH CLUB/WEIGHT ROOMS 3282 0.06 10 32.8 50 50.0 20.0 - 1197 0.8 1496 - 90 3,282 Total all zones Pz: 50.0 0 1'c+F ryp N ^ ifeON Osy LEED EQc2-30%Increased Ventilation?: NO Uq GN�G�- V OUTDOOR AIR INTAKE FLOW(CFM),Vot 1 1496 1 tri O uJ Z T E. T p OUTDOOR AIR CALCULATION (SINGLE ZONE OR 100% OSA SYSTEM) p a ©C 2 SYSTEM: RTU-10 BASED ON ASHRAE 62.1-2007 -TABLE 6-1 _..I TABLE 6-1 TABLE 6-1 OVERRIDE NUMBER OF OUTDOOR EXHAUST BREATHING ZONE TABLE 6-2 ZONE OUTDOOR EXHAUST OSA/EXH T 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 1„_„ (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 1 REVISIONS DATE • TIGARD TUALATIN SCHOOL TICkD HIGH SCHOOL MODERNIZATION 9000 SW DURHAM RD. TIGARD,OR.97224 JOB NO: 16992.00 ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area SCHEDULES W r tV CD N I- .4- co - od TG O N Et W M0.07 za ISL bassetilSHEETNOTES 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 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 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 I 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 900 SW Fifth Ave.. Suite 1600 MOUNTING FOR VAV BOXES PRIOR TO 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 1 S S3 2 S4 S5 6 S797. 58 �S 1 a �S 12S 131 __ � } �� /\� COST CONSULTANT Construction Focus r� S91 {S` 1} 740 Almaden St. S 2 \-_____../f T 541-666-2031Eugee. 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SQ1r U al 11 ii }I II• - - — 1 .. _ A E1 7 _..; OAT. J • :i\KER SPACE' ,_ _. . . ... - _ 50(N: _: lir ACE ( a - ril „,__ ICLASSROOM CLASSROOM I 616-1 5111.11 -,r ' ...j TIGARD TUALATIN SCHOOL DISTRICT CLASSROOM CLASSROOM TIGARD HI G H 614 I 610 1 , . . • SCHOOL 1111 Ell 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” _ , o" HVAC LOWER , . . .I— LEVEL FLOOR PLAN co COMPOSITE N l PROJECT NORTH TRUE ' V ~ Il NORTH 2 'P erbar ct W M1 ■ 11 132■, _ 1.-0" CL ■•■•■s■ 0 32'- 0" 64'-0" 96'-0" 128'-0" .. bassett? architects SHEET NOTES 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, ALLOW THE SYSTEM TO BE FULLY BALANCED Portland, OR 97219 N3 PLANS . THIS INCHER OR LUDES BUT TS NOT LIMITED TO S ARE SHOWN ON T(503)-419-2500 e \ -� ALL SUPPLY, RETURN, AND EXHAUST BRANCHES. F. PROVIDE CABLE OPERATED DAMPERS WITH STRUCTURAL ENGINEER \ ' Cl 1 CONTROLLERS MOUNTED FLUSH IN CEILINGS Catena Engineers M2.14 WHEN DUCTWORK DISTRIBUTION ROUTES 1500 NE Irving St., Suite 412 / ABOVE HARD-LID CEILINGS -SEE Portland, OR 97232 C r.. � ` ARCHITECTURAL T(503)-467-4980 �`rD2 , 012, G. PROVIDE ACCESS PANELS FOR INSTALLATION IN ,,,.4; LTC' I43) / ND ; % WALLS AND CEILINGS, WHERE REQUIRED, TO MECHANICAL ELECTRICAL & \ I /` ON7 SERVICE DAMPERS, VALVES, SMOKE PLUMBING ENGINEER E: E; DETECTORS, AND OTHER CONCEALED / vesr N°6rI / ` ' /C4 MECHANICAL EQUIPMENT. ACCESS PANELS Glumac • N°kJ SHALL BE TURNED OVER TO GENERAL N8 CONTRACTOR FOR INSTALLATION. 900 SW Fifth Ave., Suite 1600 CLA Portland, OR 97204 `�' / r H. MECHANICAL CONTRACTOR TO DETERMINE T(503)-227-5280 RIGHT/LEFT HAND CONTROL ENCLOSURE / C6 MOUNTING FOR VAV BOXES PRIOR TO 1 E \ /, JSS /� N9 a FOOD SERVICE CONSULTANT , \ t ®+ I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH Webb Foodservice Design 4j / ` C8 RUNSAND (1) ELBOW NO EXCEPTIONS. THIS 3700 SE Lafayette Ct. I ,• / HE ' CCR: �� WILL BE ENFORCED. Portland, OR 97202 _ j p �, / I"' / j� \ IN '� 1 J. SEE DETAILS FOR ADDITIONAL INSTALLATION T(503)-236-8566 A \ �� / \ REQUIREMENTS NOT LISTED ON THIS DRAWING. �• / ,. ,,,:� �� I ACOUSTIC & AV CONSULTANT �i N 13� I w / �' 01 - The Greenbusch Group �� / 1900 W. Nickerson St., Suite 201 +�� ` /41111N1117 ' , Seattle,WA 98119 TOILE,I MIME ` �/ • T 206-378-0569 E ��, I IVEST.f .�. , ' C COAIMONSALCO, 4� � COST CONSULTANT `}- ` � IW105EII ---- 740 AConlmadenSt. Focus CA — - — - — , `� i E 74Alde 97402 Wim ENFR VESA. Eugene. «��.I •�„. ry "Crif(iwa� All II' X1 ,,1 I — !1; ., -- -' A N;u0- , � :: KEYED NOTES U T541 6862031 CB _ I. — .. - all,, ;.. ,1. ... ,,-, • ,—. r -� Iu, _I — ? — -T r - \ • �f�, r�� U.l,�.�i,•�I ... `II 11@�ml.,.,� U�iy, 'r'. :, I _ _ _ - c,,I , j 7i1 of j` I — I / s- :' ) ■r' la I °"'I EXPIRES: 12/31/19 Il PROT A..� it .i16i^ �,' `405 i * _TTL . ISO I, . . . - . , cc./..-----0,4G i N Eep ,/b.i.., rir ,,; Zr!lt • r — ... L.. . . . ,_ . 1 OREGON f\ , t .y '.B'R 3 ® X E • NG - I myjk ....." 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TIGARD, OR. 97224 I CLASSROOM CLASSROOM 616 612 JOB NO: 16992.00 I I ® ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area I CLASSROOM CLASSROOM i I 61 I I 610 I I • 1S4OD • S81 11 12 1 14 S S5 S6 S9 S OSS 1 S ) S �S ) MI \� �_�� Ma HVAC MAIN LEVEL w FLOOR PLAN co COMPOSITE N N E--- PROJECT NORTH TRUE cc �� NORTH G MAINFLOOR - FLOOR PLAN - HVAC ��„ w M 1 . 12 LOO 00 0SCALE: 1/32" = 1' 0" 1132 = 11-0" 0_ ■ ■ ■ ■ ■ ■ ■ ■ 0 32'-0" 64'- 0" 96'-0" 128'-0" SHEET NOTES KEYED S #_.�NOTES O 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 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 N3 CONTROLLERS MOUNTED FLUSH IN CEILINGS T(503)-419-2500 I V WHEN DUCTWORK DISTRIBUTION ROUTES ABOVE HARD-LID CEILINGS -SEE STRUCTURAL ENGINEER ARCHITECTURAL. Catena Engineers O G. PROVIDE ACCESS PANELS FOR INSTALLATION IN g 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 AtG MECHANICAL EQUIPMENT. ACCESS PANELS 1 V V SHALL BE TURNED OVER TO GENERAL MECHANICAL ELECTRICAL & ilio ND . N2 (- CONTRACTOR FOR INSTALLATION, PLUMBING ENGINEER H. 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E o O - TIGARD HIGH ICLASS •.M I I ■ PREP ROOM CORN 52 1 rS _ it P I N122 1 f 000 J F- ■ ■ as l scsENCE ab• SCIENCE LAB 325 • 44CIENCE LAB SPECIAL ED. S C H O O L I szs I SCIENCE LAB ; ,13 I 311 I FOREIGN LANGUAGES _ _ _ _ _ _ _ 1 • 1,7] V �7 I MODERNIZATION I • . , . , . . ‘. , SQ2l • - ___ - — _.___'-. - ..._—L I I i - 1 .. FOREIGN LANGUAGES I E ' I 305 p 1• 4 0 � , (? ' �` 4 1 9000 SW DURHAM RD. TIGARD, OR. 97224 BON LANGUAGES • . [ 303 I JOB NO: 16992.00 ISSUE DATE: 06/19/2018 { ; I 1LOREGNLANSPM3ES Jurisdiction Stamp Area • { I 3°,J I MD *(S ."'------N.. / \ /��//\\ Sfi S 1 5 (S7. 1 S 10 S 11) �S 1 ZS 14) HVAC UPPER LEVEL w SOUTH FLOOR cn PLAN COMPOSITE PROJECT NORTH !V TRUE ' VCC 1) NORTH C „ _ 1-0” M 1 . 13 0UPPER LEVEL - FLOOR PLAN - HVAC - SOUTH _,132_- SCALE: 1132" = 1'-0" •j••.- 0 32'-0" 64'-0" 96'- 0" 128'- 0" bassetti architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 M2.16 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER N SNA Catena Engineers 1500 NE Irving St, Suite 412 Portland, OR 972 i— — —,, , (9:-}1 T(503)-467-4980 32 ec3�F. \ MECHANICAL ELECTRICAL & / � _ ST \ N N6 PLUMBING ENGINEER ND . 970 \ N2 �\ Glumac N E� / \ J N7 900 SW Fifth Ave., Suite 1600 1 Portland, OR 97204 / ° \ C4C. T(503)-227-5280 / i x M /t �� ` NS FOOD SERVICE CONSULTANT "SSR ,e i / a Webb Foodservice Design \ C6 t` } (N* � 3700 SE Lafayette Ct. Portland, OR 97202 // • :` cS;�.M 7(503)-236-8566 I / tT� �,� \ ACOUSTIC &AV CONSULTANT lyt ` `' IN ) , The Greenbusch Group �� ./- / ?� 1900 W Nickerson St., Suite 201 / - � I�� ►N 13� Seattle, WA 98119 i I N 1 0) \_� T 206-378-0569 /, .1.1-,,,, /k42-1. / j COST CONSULTANT � Construction Focus 740 Almaden St. EugeI i ,. . , ' ii -7/ / T 541686 2031402 _ CA I if(,// / . ? EXPIRES: 12/31/19 CB 1 \ (CBS .11V-'1/ \D PROFif I 90 CCI - oRlooN n� I R _ — _ _ v � ii. ow. 0•••=.0. moo osy�/A M. C\•\•- ,, G� CD - _ . DOUBLE HEIGHT SPACE I 0 EI M1.12 2 WING PENTHOUSE) ' l'� - I © . �M6A1 (MUSIC CES I -- pr . I l l I . "`U CF 1 4 • llo iiitiMrtMioanoinsumpistio _.�. _ ; _ _ - R Nr , 1 -. I Q FOR MAIN iiih LEVEL REFER TO M1.12 P SBI 1 - -- N WO 0_A . 1 . . 1 , SD - HJ 0 ., 1 SE I .s' 2 I • Sr0 SF - . . . - N - G / \ REVISIONS DATE SG I SH � 5 jialti,, d s� 1 I -�- -- 0 Si El � -- E2 FOR LOWER BI SM LEVEL REFER TO M1.11 I ^ S2 FOR UPPER a BBL_____ CORR LEVEL REFER TO M1.13 iS1GO^1 SNS - TIGARD TUALATIN SCHOOL DISTRICT SOFOR LOWER 4111 TIGARD H LEVEL REFER TO M1.11 i I �✓ I l FOR UPPER AI SCHOOL SPS ILEVEL REFER TO M1.13 MODERNIZATION , , . , , 1 ,, , . , , . , . , I , , , i f i , , , , I SQ �' , : , 9000 SW DURHAM RD. TIGARD, OR. 97224 14 , 13 11 10 9 ` 8I 6 + 5 4 3 01 JOB NO: 16992.00 ' I ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area i i I II I 1 I . ,, , ,_____, ..._ ., (si S:S3.2[ S5 S6�1 S7. 18 2 (S 1061 1) (S 12�S 14) HVAC UPPER LEVEL 41, UPPER LEVEL NORTH - FLOOR PLAN - HVAC w NORTH FLOOR SCALE: 1132' = 1-0 co PLAN COMPOSITE PROJECT NORTH N TRUE ' V ~ I-61. NORTH �,\ gl, r M1 . 14 1/32" = 11-0" UJ 0_ Weee616111.1.11111 0 32'-0" 64'-0" 96'-0" 128'-0" SHEET NOTESbassett/ I _ KEYED NOTES o 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 SIZE UNLESS OTHERWISE NOTED. 721 NW 9TH Aye, 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 95)9 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 NA PLANS). THIS INCLUDES BUT IS NOT LIMITED TO Cardno ALL SUPPLY, RETURN, AND EXHAUST BRANCHES. 6720 SW Macadam Ave Suite 200, „NIOD PROVIDE CABLE OPERATED DAMPERS WITH Portland, OR 97219 N B CONTROLLERS MOUNTED FLUSH IN CEILINGS T(503)-419-2500 '1 WHEN DUCTWORK DISTRIBUTION ROUTES Vii' ABOVE HARD-LID CEILINGS-SEE STRUCTURAL ENGINEER ARCHITECTURAL Catena En Sneers \C 1 G. PROVIDE ACCESS PANELS FOR INSTALLATION IN g �� WALLS AND CEILINGS, WHERE REQUIRED, TO 1500PortlNEnd, OR 9St., 1500 NE IrvingSt., Suite 412 \ ' / SERVICE DAMPERS, VALVES, SMOKE N� � %� �+ T 503-4 � i NV DETECTORS, AND OTHER CONCEALED { ) 67-4980 N2 - MECHANICAL EQUIPMENT. ACCESS PANELS iN D� iii , r� N 7 SHALL BE TURNED OVER TO GENERAL MECHANICAL ELECTRICAL & N \ y - '� , CONTRACTOR FOR INSTALLATION PLUMBING ENGINEER C4 N 4" H. MECHANICAL CONTRACTOR TO DETERMINE Glumac \ C5• RIGHTILEFT HAND CONTROL ENCLOSURE 900 SW Fifth Ave., Suite 1600 cU MOUNTING FOR VAV BOXES PRIOR TO Portland, OR 97204 6 r PURCHASING. INDICATE INTENT IN SUBMITTAL. T(503)-227-5280 C6 I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH 18 NO RUNSAND (1) ELBOW- NO EXCEPTIONS. THIS 0 CU WILL BE ENFORCED FOOD SERVICE CONSULTANT J. SEE DETAILS FOR ADDITIONAL INSTALLATION Webb Foodservice Design . REQUIREMENTS NOT LISTED ON THIS DRAWING. . i 0 , I 61 / - �`` 3700 SE Lafayette Ct. i Portland, OR 97202 / -- T(503)-236-8566 ' �� '11\113) ACOUSTIC & AV CONSULTANT Ofr/ ' C7 iN 10► RTU / ---- The Greenbusch Group EF \cm 1 � / 1900 W Nickerson St., Suite 201 9 ® / Seattle,WA 98119 *cN4f/ 15 T 206-378-0569 0 ------------____,..0 COST CONSULTANT /4., w Construction Focus CA 4 740 Almaden St. Eugene, OR 97402 4-1/41 Ill (RTU) T 541-686-2031 B . - KMUA) 1 1 '''''----_,._...__4..: - 0 • I ji I '--. / / ' I ' EXPIRES: 12/31/19 HT1 r NMI . r513 (RTU) - - . � �/ 4I NEq3 c F !h.._ Ill . — ' LII _ "� / . i..._ � � OREGON , , ® S G I la \Im . C F,. I eF ) A) , CF I8 - , 1( cu / cu cu In CH - W. W. - i 7 - i _ i._ R moi: i ■ a SA - Q �, r ( 7 ) = P SB \Ili III (or) :_ R :RTU sFRERTU 4C ,,- AREA EACH. NATURAUr SSC . ( 9 — I ?,:: VENTILATION - \ LI s ROOF PENTHOUSE(GREENHECK WRH) all W/24V MOTORIZED DAMPER f SD ---- ---- . . M • • RTU) ,.. - TYP 7 I RTU / 8 01 0 0. 6 / . Cil aI - -- J ei . (RTU) I H — 7 CU0 WI SG / 10 EF % CU 717 # REVISIONS DATE SH 1 ilIiii • 1 , i imr i �-r i 1111i 41 i44 i ,11i i i CU \ ., D N iT Si i 15 �` D SA) _„ ., ' ED I- - - 1 - RTU /� / (0 2 MUAI - 10 2 <: - B SM M (RTU) 1 E2 I . , 2 � n y1 , . _ .. .,_ \ 1 _ ., : 1 1 i 1 1 . t ,i 1 , , sN .... 1! 1± __ , „Iv . . so,H_____ - _. z, , EF ! TIGARD TUALATIN SCHOOL DISTRICT o • `-EXISTING OUTSIDE AIR 4 INTAKE TO REMAIN TIGARD HIGH SP - 4' EXISTING EXHAUST SCHOOL FAN TO REMAIN SQ _ - ! � MODERNIZATION , \ EF j - 10 14I 0. 9180 � 6el 4line 1 I . ( EF 1 _ .-. ;- 9000 SW DURHAM RD. �� 12 / TIGARD, OR. 97224 I MB JOB NO: 16992.00 ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area I ! i rs-.- S3 S4 S5 S-- 0 S8 S9 (3101511) (S 12S 13) HVAC ROOF PLAN w COMPOSITE ROOF - FLOOR PLAN - HVAC PROJECT NORTH "N‘ NORTH N ti ~ 0TRUE SCALE: 1132" = 1' 0" \ V 1 — w M1 . 15 1132 — 1 -0 � ■ ■ ■ ■ ■ ■ . . . . .... , 0 32'-0" 64'- 0" 96'-0" 128'-0" INA ( N7) , SHEET NOTES 'A �" KEYED NOTES A. DRAWINGS AND ROUTING INTENT ARE \ , \\ #1 DIAGRAMMATIC. CONTRACTOR TO SUBMIT i i` Y �` FULLY COORDINATED SHOP DRAWINGS FOR �s �'\ bassetti ENGINEERING REVIEW PER SPECIFICATIONS. RA12X12-221 �. �� B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK 4 / �� :. N8 architects SIZE UNLESS OTHERWISE NOTED. '. OFFi L'"'\ SA8 220 `\° C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET 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 .4. VAV iW�• Portland, Oregon 97209 ALLOW THE SYSTEM TO BE FULLY BALANCED // * N16 \, � `A10-250 \ T (206) 340 9500 F (206) 340 9519 (WHETHER OR NOT DAMPERS ARE SHOWN ON %/14.4,. riIi .� \_\ G PLANS). THIS INCLUDES BUT IS NOT LIMITED TO `, ALL SUPPLY: RETURN, AND EXHAUST BRANCHES. /4kiiii„....* SA10-340 �� F. PROVIDE CABLE OPERATED DAMPERS WITH RA8X8 250 \ ��CONTROLLERS MOUNTED FLUSH IN CEILINGS ' 16x14 ��, galVrdiLnoENGINEER & LANDSCAPE WHEN DUCTWORK DISTRIBUTION ROUTESNCS ��••'�...�� , ♦/ , �. �N ABOVE HARD-LID CEILINGS- SEE N D � si 144444., �,, - �►: ' RA8X10-365 � • 6720 SW Macadam Ave Suite 200, ARCHITECTURAL ` \, P Portland, OR 97219 G. PROVIDE ACCESS PANELS FOR INSTALLATION IN WALLS AND CEILINGS, WHERE REQUIRED, TO �� co �_� �-� , T(503)4192500 SERVICE DAMPERS, VALVES, SMOKE 10-6y0 E� DETECTORS AND OTHER CONCEALED �� SA10 340 L- ®i,,�rl 10-365 \ STRUCTURAL ENGINEER MECHANICAL EQUIPMENT. ACCESS PANELS ; ��' 80 �� / 1( I \ Catena Engineers SHALL BE TURNED OVER TO GENERAL VAV �,`�� '/ , SA8-201 ' 1500 NE Irving St., Suite 412 CONTRACTOR FOR INSTALLATION. /f ,��` // 10x12 N15 `f �f /� p Portland, OR 97232 H. MECHANICAL CONTRACTOR TO DETERMINE mac; ` \ 1 ' / T(503)-467-4980 RIGHT/LEFT HAND CONTROL ENCLOSURE RA$X8 200 -O ,� IN 0) MOUNTING FOR VAV BOXES PRIOR TO ` // 12x12 100 VAV _ R" MECHANICAL ELECTRICAL & PURCHASING. INDICATE INTENT IN SUBMITTAL. -l' ,ems r+ N17 , A101 � PLUMBING ENGINEER I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH RUNSAND (1) ELBOW NO EXCEPTIONS. THIS / . RA12X10 681 '\ Glumac WILL BE ENFORCED. 1,1 �� 0 900 SW Fifth Ave., Suite 1600 J. SEE DETAILS FOR ADDITIONAL INSTALLATION V / ;ECEPTION �/ Portland, OR 97204 REQUIREMENTS NOT LISTED ON THIS DRAWING. (ATTENDANCE /1 \ / T(503)-227-5280 / 32x14 A100 / 32x24 IN 1 FOOD SERVICE CONSULTANT N \ ,,, Webb Foodservice Design , 4 4 �i� ��t�. (VAV) 3700 SE Lafayette Ct. 1\ .444% COMMONS ALCOVE �,; ` SA1+- 0 / \ N f9 Portland. OR 97202 / W105B 14x14 *,• 8 •WAITI ` \ // T(503)-236-8566 8x8 __ \� j �\ \\ / ACOUSTIC & AV CONSULTANT ' l \ �% The Greenbusch Group 4 VAV 8o 4 // �, 1900W. NickersonSt., Suite201 - Seattle,VVA 98119 : - - \l.�A\ - - -- - V _;' T 206-378-0569 ' - STORAG $x: 8x: I T \� ...,.. '� .\ COST CONSULTANT W105A 14x14 � - -` // Construction:ocus . ;• i„ ENTRY VEST. . / /.� 740 Almaden St. 14x10 f i \" 14x14 / N100A j 4,._ i,• ,\ ��`•`•�-- Eugene, OR 76x32 UP ' \ T 541-686-2031 \ STAIR 01 (6-1-3 CB � ---- j 3 \ - ST01 1 E 12/31/19 EXPIRES: �� - _ \,,,o PROF � 1 VAV 13 12 14 ? ��G i N -4... 4,..q 1 N20 -ail mo,_ �.� _ C4 C614x10 \Ci C8C7, tit.\- OREGON/ ./- OBBY \ / O R i I ,LOBBY SA12-200 `- Sy-A M. - I I li, \�- I 1i • t + + I r //// - - I, ' .. \ \ I:: Ii Jr (oRKR00M RA8X10 36 • C 11( E112 (},I____...2 - /40 I , 55x24 OF Sii:/ I k. 40x42 UP � I • 43x43 UP 34x18 U _ ! ice. CC — — — \CC / — - _ _� - i i 36x18 x r '�� 34x18 �� II ] I co ,� \ ,, ��--' 11' VAV �� N 240 El36x18 UP ELING -_ J ! PROVIDE 24x24 TITUS DOOR + ` )ii i' ; SA8-50 i p 12x8 i C�71 / LOUVER IN DOOR. 1.0 SQ. FT. ' STU ,�� i 1 x� ; I' FREE AREA MIN. FOR EACH X111R �' VAV�� bLOUVER I CAS$-180 I E2 //_, Ii! _ ,i -_ MATCHLINE: SEE 1 / M2,14 VAV .....-0,1 - _ ..; 4.; . ... . ... . ( ) :-.- 7----? J 24011 E3 12x10-\_ ELEm O SA10-27 SA12-330 R648X48-9000 \ TYP 2) n i i' j ! - 11� OFFICE OF E I 42x42 -__.._ 1 E 120A 1 1 'i f ! 12x10 �+ ;r Ii "� ,� , CGNF. RASXB 230 1..i 40x42 1 'a �� ' r , M RA14X14 275 - _ _ r i I _ I " hil RA16X16-330 i ----J 40x42 U '� '�, PHASE 1 t 1 WAIT r U I a i 14e — . _ 4 , v I E1 i7 \' C❑ CD • li A8135 2401 SA8-181 'i11 ♦.F,;�4 I CO ONS , - 100 �- 8m SA6-100Am • r: I I M I�/ TYP 3 �• 12, •.r TU - SA10-200 0 .(i E , E' 14 - \ I / � � TU WAITING SA10 200 AIL E) 201 - 205 •i rx , '-"~ REVISIONS DATE - co. ` FLE: :w,�CE , TU ■l RASX8-1:.5 \E} TU SA6 50 • .... .109 SA6-18fl I (E� 204 f- rJ �;i 0 I` , ✓�TYP 2 240 SE 24-2000 ;, L 2 2 (TYP 9) RA12X12-400 `■ ■I N [ ! 'I 'iii -._.--- TU I I �. (E)( I 650 1 _ I-j I 1- � 1,.., a c� 206 SA8-150 kk � OF' IE102co 8X8' w ` � '' ELEC SA8 201�� \mil ` '*• FCU W107 I E108 a 1imia��' - 12x12 12x12r ) TU.,� j _ i.. • • ► Lfi E 203 \ )7 12,: 22x18 RA18X18-440ISTOR. 240 , VAV) ' . - 3A6-1 6X6 75 � S I W 102A I . YP 3 IL SA12-440— E2 ' E4 I 12x12 U OFFICE - I P OFFICE �. I CE - EB8X8 250 X i 111: S2 @-: \\ _ _ 1 X11 _ ■n A 10-290 !. - SMO-200 ��s 5A$ 20 `� � � I ill' SA6 50 I `' , 100 — _ 0, _ _ ' SA6-10C ISS • GRABNC o 'll W106 240 �, I r%....-- . �," CORR. TYP 3 i E121 TIGARD TUALATIN SCHOOL DISTRICT i J I� O ` E/ I I �- P ',,e+,� I 1I E106 �AV E101B i..� SA10200 - , TIGARD HIGH '�"!nl \ E5 FFIi - - ■11111�,SA10 290 kl ', SA8-250 80 �EiO.-E � � N. • I I RAi6X16 40II JIm RA22X22 580 sA$ 20 N �. i SCHGaL SA8 250 I I + - ii: .f, I. �JUUL"J �� CORK _ _ MODERNIZATION: W101A �- ' �� BOYS • I , � cfl "IL( / \ '� f - ... 111, '11 w1 - ' :' � w1a3 � j7 I 24e11 1 �� _~.� = 1 Lei I 1Qx1I�. ■ i1i, i, �, RA8X8-500 I J ISI Imo' •o CORR cv .___ ;i SA8 20N@ - W101C — EB: . 150CN I 9000 SW DURHAM RD. -. _ _' :. EB$X$ 150 •• -- - - TIGAR R. 97224 A 1 I . I1 D. o j EB8X8-150 EB8X8 150 1 JOB NO: 16992.00 - = I 1lerj] le , I ''''' l - • i 1 ISSUE DATE: 06/19/2018 I ' I I- , ' •i !} �x�x� Jurisdiction Stamp Area I SA8-250 GIRLS 1Ux1U ; R 2401, co �, �`� ! . i i�' 1 W104 ..: li_1 LI 7 CO \ r`~, i I '� — SA10 250 1 i I � ' TYP2 1SA820 I 11 IL.;,i1 I!.01 I .1 --• i.,‘ ._ • _� - 14 _ SSD � �wwraw � � � .. . � . ... .. . . ... . ...•.. � �..- � �... , ... �.,... � .. � . . � � � � � � � � � � . .... .... .... .. � _ _ _ _ _ _ . _ . . . �, . . — i — — — – / M2.25 MATCHLINE: SEE 1 1 M2.32 i_ SC12 4: ,1 II CORRIDOR I I L - - / 1 ig E100A )AM5.01 ■ 10'- i (. \. . I.■+ HVAC MAIN LEVEL - SA I- AREA N1 - ENTRY - 140 LLI moo 1 lv�� e LOBBY N ^/ 1— • 120 .n1101 PROJECT NORTH TRUE • y NORTH 1 1 MATCHLINE: SEE 1 1 M2.25 Mr M2 . 13 118" = 1'-0" W FLOOR PLAN - HVAC- AREA N1 WEST01 MAIN FLOOR - FLOOR PLAN - HVAC- AREA N1 2 0SCALE: 1/8"= 1'-0" SCALE: 1/8" = 11-0" 0 8'-0" 16' 0" 24'-0" 32 0" NA� �N 1 SHEET NOTES _ „, �C A. DRAWINGS AND ROUTING INTENT ARE NB DIAGRAMMATIC. CONTRACTOR TO SUBMIT bassetti l FULLY COORDINATED SHOP DRAWINGS FOR r� • Q i / ENGINEERING REVIEW PER SPECIFICATIONS. architects ;` B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. �1 C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET CONNECTION SIZES UNLESS OTHERWISE NOTED. D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN 721 NW 9TH Ave, Suite 350 .f , '�,` \ 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 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. CIVIL ENGINEER & LANDSCAPE . fir SC10-48-245 �N 3 F. PROVIDE CABLE OPERATED DAMPERS WITH i� \ ' TYP 3 �� CONTROLLERS MOUNTED FLUSH IN CEILINGS Cardno \ \ WHEN DUCTWORK DISTRIBUTION ROUTES 6720 SW Macadam Ave Suite 200. 1 ABOVE HARD-LID CEILINGS-SEE Portland, OR 97219 .° •.> `� ARCHITECTURAL. T(503)-419-2500 STAIR 02 G. PROVIDE ACCESS PANELS FOR INSTALLATION IN �` ' ' WALLS AND CEILINGS, WHERE REQUIRED, TO STRUCTURAL ENGINEER ST02 ` SERVICE DAMPERS, VALVES, SMOKE r./) \ DETECTORS, AND OTHER CONCEALED Catena Engineers ' / , 1500 NE IrvingSt., Suite 412 ik: / �.. MECHANICAL EQUIPMENT. ACCESS PANELS SHALL BE TURNED OVER TO GENERAL Portland, OR 97232 SC8-48 200 CONTRACTOR FOR INSTALLATION. T(503)-467-4980 ,44,4,1 / �� TYP 3 H. MECHANICAL CONTRACTOR TO DETERMINE N N4 RIGHT/LEFT HAND CONTROL ENCLOSURE MECHANICAL ELECTRICAL & MOUNTING FOR VAV BOXES PRIOR TO PLUMBING ENGINEER Arz,,,,. , / �, / �\ 40 �� ,, PURCHASING. INDICATE INTENT IN SUBMITTAL. Glumac / 20x18 ♦ I. FLEX DUCTWORK IS LIMITED TO 5 LENGTH CE2 ` 900 SW Fifth Ave., Suite '1600 ,4. , ;y ., i j N106 VAV ',�� '� \ \ /r. RUNSAND{1) ELBOW NO EXCEPTIONS. THIS Portland, OR 97204 . r:. WILL BE ENFORCED. v %' - :� Ng `, J. SEE DETAILS FOR ADDITIONAL INSTALLATION T(503) 227-5280 REQUIREMENTS NOT LISTED ON THIS DRAWING. FOOD SERVICE CONSULTANT VEST SA10-245 TYP 2 /,� Webb Foodservice Design N 101 D / .� \ 308-48-200 3700 SE Lafayette Ct. ' .�f ;'� � RA16X16-1375 � TYP 2 . ,N5 '' Portland, OR 97202 7 ;f / ®• \ ioo 10x8 $x8 to \' • T(503)-236 8566 I is. � TYP 2 ` ACOUSTIC & AV CONSULTANT RAX16 137+ 18x16 O / 6x15 (VAV) 00 RA12X12 551 VAV p/416y TYP 2 4"... N2 \ 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 N8 i *.' N10 NSOROOM ,� / . ` / , T 206-378-0569 ' / COST CONSULTANT 4 7*/ SA8 200 y`• 20x1 �, / Construction Focus SA14 27 12x1 ;p � �r �'• `� / TYP 3 \ /�� 740 Almaden St. /S; VAV ;"� \ ` \� 1 �" � '� Eugene, OR 97402 N7 4-- , \, s, ,.. ,*'.,� �� Si /;: ` �,\ T 541-686-2031 �, N��'/ 20x18 \ • RA18X10 500 ♦� ` , A:r,riri, �� ,�" MEETING I �1111fI/ SA14-685 . SA8-215` �' `�` ': `, • N107A / ., `ilki,.•�, , , TYP241,1 10x11 CLASSROOM • `, Ns KEYED NOTES EXPIRES: 12/31/19 ' ,, kJ , N104 SA8-215 / . SA8 220 ` �� PRt7F 0 'f� VAV �� Fffj i .. / i,`\ \ :r 5 NG1NF �`�.� �s / RA8X8-251 � �i �`��+% N5 � � ��-�,• ` OFFIC:: � „ � �, e •p �y OF CE �, Ni4ip%.p. .� i A107 1078 �,, RA14X14 1101 IDF / , 100 EB6X6-50 BKS'► ��RK y i' , \-` �1 a� oREcar 60 �� !` // ��``,`111��/ N iD8 16x15 i2m 12-220 �' �F�,�R 3�ti° � VP' i/ ♦ * 14� VAV 1 $ �\ os C.) SC10 48 275 VAV • '/ ` / ♦ \ N12 ♦ SA8-22000\ y4q M. CNS 2x11 / 24x22 EB6X6-70 RA8X8-251 OFFICE N6 r —EB 6 in1=CU • ,,/ FFICE ,;` `_, / TYP 4 ,!` RA10X10-530 •71. \ N107C '�,`', TEA[ N1� •rl 6x6 5 VAV \ � SC8-48-251 N4 11 /GWH ,// N11 � RA12X12 220 EB6X6-135 ;� 1 WATER HEATER\' 2CORK. „.04f - ' / VAV �j '� O��T MAI 12X81 A1008 14x12 / \ 6 FCU N110C I/� N3 �/ 16 n /►�� Al $X$ (VAV '\ !, i .... � ' / \ N14 ' . .. ... _ ' r LEC A. • 5A10 3•� 18X1' ,�� ► �•�r ♦,` . �i 5Al2-550 �� TYP TO / SA6-175 1 1 �, N109 \. ® X11 ,.�'8 A VAUL i •/ RA12X12 220 TYP 2 16x1 '�. ♦� SA8-100- i--- � r � , 8 ',, \..„•'` / At, / 1 14x6 VAV / ., A91►� �✓ SPRIN RISE `� , _ 1 \.-` \~ N13 Ar,-.1. �I. SA10-340 SA8 21 '� !fI \ J 4 ",, �� / SA6-150Akr RA12X12-220 N®s♦ / I . / VAV �� . , e• 4” DIA. COMBUSTION 10 ,� `(" N2 �r 24x16 /*/ ' ♦ BooK ,� ;,' • ��iAIR INTAKE G - '. / v' ' %a* �/♦r / f � .e / \ y. �,�ICE , 4'X10 50' �� 4, 4 �� / ♦ L �.�� i' ,, // *, �! 12x1 I :"� ... ' ,• .., EB10X10-500 BO �� '�.., 14x6 UPJ , •�� `• '% - 44x30 UP ``' ,, , F .T di ,�. TYP2 ®�� rf / • ,•` 14x14 , `, CUSTODIAL ®� ` OA8-210 'N.A4%0 • /`;// / / • ' SA10-340 11 N110 �i► * f e EB6X6 7 . 76x24. '/ t _. OR MACHIN- //-. .• VAV // �` EB8X8-210 �,' M � 32x14 S TYR 2 A Pralk / N1 8x� r i STODIAL �`� f ELEV 01 11 9;''' SA8-100 N 113 / '--I - l�,' EL 01 1 OFFICE = DRY STS'G 30X44 UP TOILET f"� 76X32 32X24 �/ 6 I W1D8C \ ��, FREEZER / SA8 125 — _ W 108E / � �f W 1086 \ / 76x32 / /� VEST. SA8-100 COOL' " / REVISIONS DATE 32x18 UP ` Tom;; t // ��` �\ SAB-0 VAV • / / DN i� \;%,` TYP 2 N21 .I • / / Y ' A, f .. . / $ ENCLOSE IN 2-HR / `-. �� RATED GYP �•' ti,- S 1 E 1 E2 14x14 UP 20x1 76x32 UP , .-/• KITCHEN ` 2%SLOPE , _ / �Q-/ S2 CA W-tosB I BACK TO HOOD �- r ir r____T I w. Y I r 14x10 TIGARD TUALATIN SCHOOL DISTRICT • ' 76x32 UP TIGARD HIGH - ;h - H ONNECT TO HOOD r-%E, Y ► DISHWASHE'+ CONNECTION 114 I f r • — SCHOOL C_- B _ _ # - -; - 7 2 UP J 1 MODERNIZATION . , _____ , ._ 14x10 . 9000 SW DURHAM RD. TIGARD, OR. 97224 24x22 UP !----A SERVING JOB NO: 16992.00 W108A j ISSUE DATE: 06/19/2018 ' Jurisdiction Stamp Area 1 NI � - ; ®--- — I ''_:_.0 I / '40x42 UP Lir /- 1 1 I , , , ,, 1 240 I HVAC MAIN LEVEL - AREA N2 ...] MATCHLINE: SEE 1 1 M2.25 W - - - - NINO 41 !I ik ! db ! fIlli ! !IMENNI 4! ! !IN! 4! l!IMMt 4= -il WM Ill Ilit Wit liiii il fi=l IMP Iiinil IIIM OSP 111!!P 11! IMII IMP 411=1 4=1 comma. IMI r., -0. 240 V/ IB4$X48 9000 i r (TYP 2) 42x42 PROJECT NORTH N TR )(41/UE - - FLOORPLAN - HVA - AREA N2 c� C2 a' . . NORTH MAIN FLOOR C �� _ SCALE: 118"= 1' 0"' w M2 . 14 PHASE 1 1/8" = 1'-0" ■ ■ ■ ■ ■ ■ ■ ■ . . 0 8' -0" 16'- 0" 24' 0" 32'-0" 7 NA NB ,, ., SHEETNOTES assetti 1 ---,„..... _,, ..._ 1 I architects Q .._ / A. DRAWINGS AND ROUTING INTENT ARE N8 AMMATIC. CONAO BM FULLY COORDINATED SHOP TRDRAWINGSCTOR SU FO ENGINEERINGDIAGRREVIEW PER SPECIFICATIONTIT Rs.S. ,4'- 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 A CONNECTION SIZES UNLESS OTHERWISE NOTED. ^� / \ D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN T (206) 340 9500 F (206) 340 9519 \�� ``` SC10-48-280 FOR 5'.SHEET METAL DOWNSTREAM OF ALL VAV BOXES !/' , E. PROVIDE BALANCE DAMPERS AS REQUIRED TO X44 / ` TYP 3 ALLOW THE SYSTEM TO BE FULLY BALANCED CIVIL ENGINEER & LANDSCAPE (WHETHER OWN ON �(V' CLASSROOM Q PLANS). THISINCLUDESINCLUDES BUTS NOT LS ARE IMITED ED TO Cardno �, / N202 » N 9 ALL SUPPLY, RETURN, AND EXHAUST BRANCHES, 6720 SW Macadam Ave Suite 200, C.� / F. PROVIDE CABLE OPERATED DAMPERS WITH Portland, OR 97219 ,�Q" ' 18x12 /•O• �� CONTROLLERS MOUNTED FLUSH IN CEILINGS T(503)-419-2500 IN 10� WHEN DUCTWORK DISTRIBUTION ROUTES 1 _11-__ , NC �� / ' .a- J ABOVE HARD LID CEILINGS SEE STRUCTURAL ENGINEER \!�ij� ARCHITECTURAL. iiG. PROVIDE ACCESS PANELS FOR INSTALLATION IN Catena Engineers �j WALLS AND CEILINGS, WHERE REQUIRED, TO 1500 NE Irving St., Suite 412 RA22X22 140 / SC10�8 300 SERVICE DAMPERS, VALVES, SMOKE Portland, OR 97232 j TYP 3 DETECTORS, AND OTHER CONCEALED T(503} 467-4980 / SA10 280 ` MECHANICAL EQUIPMENT. ACCESS PANELS \ 44 \ + -TYP 2 ` SHALL BE TURNED OVER TO GENERAL MECHANICAL ELECTRICAL & • , /� CONTRACTOR FOR INSTALLATION. �,,�� : / \ PLUMBING ENGINEER • 32x20 `r �\ ��_ H. MECHANICAL CONTRACTOR TO DETERMINE Glumac / RIGHT/LEFT HAND CONTROL ENCLOSURE (VAV\ /44, "::-„,,,1`,„,::----, / \ / MOUNTING FOR VAV BOXES PRIOR TO 900 SW Fifth Ave., Suite 1600 44\1 411 ,/ � ` PURCHASING. INDICATE INTENT IN SUBMITTAL Portland, OR 97204 i / 18x12 \ N32 18x12 ,.,. \ / �� : _ I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH T(503)-227-5280 �� Il ----ii--- -..-- �� RUNSAND (1) ELBOW- NO EXCEPTIONS. THIS VAV N \ / N35 /' r+��i • / '''-'1':---‘, IN 11) WILL BE ENFORCED. FOOD SERVICE CONSULTANT \ �� "4111/4 CLASSROOM ,, ` J. SEE DETAILS FOR ADDITIONAL INSTALLATION Webb Foodservice Design N201 ` \ REQUIREMENTS NOT LISTED ON THIS DRAWING. / ',k-,� 3700 SE Lafayette Ct. RA22X22-1400 / Portland, OR 97202 N E / RA14X14 980 SA10 300 �, �' T(503)-236-8566 \ / UPPER COMMONS • 32x20 SA ` TYP 2 \ / f . / 16x1 [ N200C l; ` ii��✓f ' .. % \ /, k 1� ACOUSTIC & AV CONSULTANT •1�► / `, :(//1 � The Greenbusch Group / ,�: / �. �_ 1900 W. Nickerson St., Suite 201 Seatbe,WA .€:7- - , -40/ `e `�• 18x12 VAV { ;. T 206-378-0569 119 SA10 245 N33 \ /'$,.:\.;- �'ii®�� TYP 4 /.� \ SC10 48 325 COST CONSULTANT �@__Prr 32x20 RA % �� NP 2 '�. Construction Focus i :e • - / " ,. _. .„,,,, � 740 Almaden St. / _ \ Eugene, OR 97402 -. / T 541-686-2031 / 11 •� a /' ` •` / / \ ::::::: 12/31.1:191 , _v PROr , iSio STAIR01/ i , / � f � C B ,�/4 ik ST01 1 RA12X12-675 \ � ' '' ` ' KEYED NOTES Qt) ,q„:„... 7!)RE � co 1 VAV 1fix18 ` ,„ , Uq M. CN N34 ORR ' 4 -- _._ d :...... ... ter --� 1i = - ., ' '-'''' : i '''''''' 1 (,..',.;-:, , 1 li _l i i /......'N '---,- - @C) / i I I 1 1 11 // / it II i Illi ' 1 FI , : II' PHASE 1 ' Ii CD S PHASE 2 # REVISIONS DATE i , / _ �i DOUBLE HEIGHT SPACE SEE MAIN LEVEL FOR INTERIOR DESIGN N SEE ROOF PLAN FOR EXTERIOR DESIGN p N M4.13 Si El ,, E2 E S2 1 CE TIGARD TUALATIN SCHOOL DISTRICT i TIGARD HIGH SCHOOL 1I MODERNIZATION ,:, I ;, I 1' 9000 SW DURHAM RD. TIGARD, OR. 97224 I; I i I JOB NO: 16992.00 IISSUE DATE: 06/19/2018 CF C — Jurisdiction Stamp Area II" HVAC UPPER LEVEL w — AREA N1 PROJECT NORTH N TRUE ./V �C3 4 NORTH 111, - W M2 . 15 0UPPER LEVEL - FLOOR PLAN - HVAC— AREA N1 �'$" 11 -0 " a. SCALE: 1/8" = 1'-0" 0 8' - 0" 16'-0" 24'-0" 32'-0" NAS -__\01 ..,, ... / NB SHEET NOTES asse 1 ' \, A. DRAWINGS AND ROUTING INTENT ARE architects r 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 �. N3 FOR 5'_ 2 E. PROVIDE BALANCE DAMPERS AS REQUIRED TO ALLO-.4` (WHETHER E OR NOT DAMPERS ARE S SHOWN ON SYSTEM BE FULLY CIVIL ENGINEER & LANDSCAPE '� ' SC10-4$-300 PLANS). THIS INCLUDES BUT IS NOT LIMITED TO C6720 SW Macadam Ave Suite 200, � no eP . ALL SUPPLY, RETURN, AND EXHAUST BRANCHES. NC '\, TYP 3 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 �.; STAIR 02 ARCHITECTURAL Catena Engineers / ( G. PROVIDE ACCESS PANELS FOR INSTALLATION IN g ' '-,,,, ST02-2 �� ' / 1500 NE IrvingSt., Suite 412 ,, 4 `-� `11,,,, 20x12 / i1� Portland, OR 97232 WALLS AND CEILINGS, WHERE REQUIRED, TO y CLASSROOM qt•y`, T(503)-467-4980 SERVICE DAMPERS, VALVES, SMOKE ��,'" '\ N4 MECHANICAL EQUIPMENT.DETECTORS, AND OTHER ACCESS PANELSD i ND ! N2o7 , SHALL BE TURNED OVER TO GENERAL MECHANICAL ELECTRICAL & \ CONTRACTOR FOR INSTALLATION. PLUMBING ENGINEER r RA22X22-1500 H. MECHANICAL CONTRACTOR TO DETERMINE GIumac i� SC$4$280 RIGHT/LEFT HAND CONTROL ENCLOSURE RA12X10-640 ". MOUNTING FOR VAV BOXES PRIOR TO 900 SW Fifth Ave., Suite 1600 '' 'r," 22x12 �� • TYP 3 PURCHASING. INDICATE INTENT IN SUBMITTAL. Portland, OR 97204 :1"‘t). CLASSROOI I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH T(503)-227-5280 VAV VAV , N206 ;: RUNSAND (1) ELBOW- NO EXCEPTIONS. THIS N26 :A10-280 WILL BE ENFORCED. FOOD SERVICE CONSULTANT FLEX01 MT \� `% N27 SA10-300 / `- J. SEE DETAILS FOR ADDITIONAL INSTALLATION Webb Foodservice Design / , TYP 2 \" /� �/ "`.. 49'.* TYP 2 REQUIREMENTS NOT LISTED ON THIS DRAWING. "Iirss‹, as , �., ,/ :<� 3700 SE Lafayette Ct. Nek N5 r, I Portland, OR 97202 • \, i��, �� ` T(503)-236-8566 `�� • � 22dip • RA22 2-140 ` 1 `\` ACOUSTIC & AV CONSULTANT `� A • . The Greenbusch Group ►s/sd' ,,•- SIPS,/ ts 160 '':- SC10-48-280 N2` 1900 W. Nickerson St., Suite 201 SA12 321/,x- RA22X22-1500 r * i��fi� a1 .. TYP 3 Seattle,WA 98119 TYP2 `� � � 011) .„ . T 206-378-0569 14x14 20x12 rr ` �,� SA10 280 �� KEYED C# COST CONSULTANT (VAV) ,,,, � � � TYP 2 ,, E NOTES Construction Focus ir# �� ® VAV 740 Almaden St. `SAI -300 .1404 N25 � 74;„ // 22x12 % N2$ � rl� �� ' Eugene, OR 97402 22x12 `r ��, `. ` T 541-686-2031 / TYP 2 10x1 a UP/DN .� . CLASSROOM 160 , CLASSROOM / N2094:% N205 N6 ` ts / \ EXPIRES: 12/31/19 /, � i •s ` �I ,' SC10 4$ 280 �`� p PROF * i 18x12 r i �� c �� 24x22 ��,� i TYP 3 / 5�� rvFF�Py �'��\ SC 10 48-300 \r , , 9\ TYP3 ��` VAV1p. ` 90♦ N24 �� lib— /vAv ookir • cLAssRooM o - �, • /,,., rrrii1 � �� 22x121 «t, \ I N204 v��4oRecarr ti� \�S A10-300 / A.e � � N 7 S,y �G , , ..,,,....„ , TYP 2 24x22 `� ��°��i ` �� \ / � ` rJ� M. G`r �• RA22X221500 160 ` 1 A22X221400' \ ,` CLASSROOM 4 N210 4" DIA. FLUE �i 7./ . / ' ' - / ,. 22x12 ,, DN &OF• ,,'�/ VAV , ` 20x12 .. TYP03 8 280 / . S►,', �'-� N23 22x11 i�� SC10-48-301 `r ,� j /VAV ii� � 61 \ TYP 3 44 \ N30 �` .1 ` ` • `, SA10-280 «<`�� TYP 2 SA10-280 . / „ / `c�rrrr►� CO - TYP 2 jr �.urrrru►�` ,`� e 2006 44x30 •� ik /j� 20x12- ., •, , I� / .:. , , i' 22X22-150r ''' Y ij�� LASSROOM �� VAV I. ray o`�, ® - 12x11 N22 r �� % , ` SC10 48 300 A�� 20x12 �•�� r `��/i� , . RA22X22 1401 ` . .„4: ` ,•' TYP 3 41'` •,•' ,/ ;'",77 / . \ ♦►i / „. ` 14x6 UPIDN-`�� SA10-300 44x30 / _ ~'�' TYP 2EBSX8-175 � ` /,•, ' $�'r ii�4 \. -PI LASSROOM\ 1212 �, 1 � 03 VAV , ' ��U1el,/, /N31 c,�� SA10 250 `,-- _�.�' \� TYP2" GIR �.� 44x30 DN-, / VS t'Se N213� 24x22 / 32x20 �q 32x20 / /` C'"'ook - SA8-125 ; , /"' O `r TYP 2 -- / 4' 444 0Nft ' VAV ® , / 30x44 DN i EB$X10175 I ,� TYP 2 \,'',,, N36 - - - - - i 12x8 �/ 10x10 MECH # REVISIONS DATE N214 / IDF / mum .`„ „,„, FCU i N ',`r 12 7 ELEC - ,,<.NI ,, N216 / illiN 1 FCU 13 S1 El E2 ,,, / ., , _ S2 L / ,- ., 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 co PROJECT NORTH N TRUE ' V ~c — I►, NORTH V C UPPER LEVEL FLOOR PLAN HVAC- AREA N2 PHASE 1 ��► Ct SCALE: 1/8” = 1'-0H M2 . 16 W • . 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 NA DUSIZE UNLESS SHALL NOTED. bassettlI C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET NB CONNECTION SIZES UNLESS OTHERWISE NOTED. / . , D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN architects SHEET METAL DOWNSTREAM OF ALL VAV BOXES FOR 5'- / �`� NS E. PROVIDE BALANCE DAMPERS AS REQUIRED TO / ALLOW THE SYSTEM TO BE FULLY BALANCED / (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 (206) 340 9519 I . F PROVIDE CABLE OPERATED DAMPERS WITH �- CONTROLLERS MOUNTED FLUSH IN CEILINGS WHEN DUCTWORK DISTRIBUTION ROUTES // ABOVE HARD-LID CEILINGS-SEE ` • ARCHITECTURAL. ,�2� / `' G. PROVIDE ACCESS PANELS FOR INSTALLATION IN CIVIL ENGINEER & LANDSCAPE c,,- / \ \ - WALLS AND CEILINGS, WHERE REQUIRED, TO Cardno \. SERVICE DAMPERS, VALVES, SMOKE 6720 SW Macadam Ave Suite 200, 1 DETECTORS, AND OTHER CONCEALED Portland, OR 97219 NC �, /,„ , MECHANICAL EQUIPMENT. ACCESS PANELS T(503)-419-2500 �� / \\. N SHALL BE TURNED OVER TO GENERAL \ CONTRACTOR FOR INSTALLATION. STRUCTURAL ENGINEER �� ' \ \ H. RIGHTMECHALEIFT HAND CONTROCAL L ENCLOSURE TDETERMINE g Catena Engineers kV \ IN 1 © MOUNTING FOR VAV BOXES PRIOR TO 1500 NE Irving St., Suite 412 / / \ \ \ \-------/— PURCHASING. INDICATE INTENT IN SUBMITTAL. Portland, OR 97232 / \, I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH T(503)-467-4980 ND \ '''''''''\ N'''''''''"---..,„., (1) ELBOW- NO EXCEPTIONS. THIS I \ WILL BE ENFORCED. MECHANICAL ELECTRICAL & • \ J. SEE DETAILS FOR ADDITIONAL INSTALLATION PLUMBING ENGINEER \ \\ REQUIREMENTS NOT LISTED ON THIS DRAWING. Glumac / y- 900 SW Fifth Ave., Suite 1600 PCil% • ,,// `\� 97204 Tortland,503 2OR 80 .-N.,,, / ` \ �/I \� FOOD SERVICE CONSULTANT /' -. Webb Foodservice Design 411 I144. \ \ ---.1----. —� 3700 SE Lafayette Ct. \� / IN 11) Portland, OR 97202 / • J / .` /,% \�\ %, =w\ � T(503)-236-8566 / / / ; \ �`,, ~ `� , ACOUSTIC & AV CONSULTANT \ ,,•`'ms's / \ The Greenbusch Group �` / �� 1900 W. Nickerson St., Suite 201 / �\ Seattle,WA 98119 NE ,r \� I N 13) T 206-378-0569 •, / �/ COST CONSULTANT \ Construction Focus / 3 �\ ' 740 Almaden St. \ / ..� Eugene. OR 97402 \ T 541-686-2031 I I \i ` EXPIRES: 12/31/18 / ,� .‘"� \ \ � �5��.v.„G I NE,r. •24 \ c4 c6 � / cs I , � c�/ // r: ' 7..0 ___05 ."%:>. GON \ \ I 0 l � T 7, F� `� Lj v 31 \ R 1 — i 1 :• : / ./ -.... . �sh2iA M. ONF'G�- • ``s•-:, .\. 1 ' ::\ \ .• 4/ f., . '4.7— --7------7 --,,( / / / ' ' • ---.. .. .------. , ,/. , / ,, � ` - -� RTU --.. 1 / - , (NORTH WING AHU) ' .,. I .\ ;,, i . . / / / -, ,..,_1 .. „ / / .-. I 1' ! I I RTk{ y I / �\ ,i 1 51 . .\ \ I i i I o ! I Y -�. I ti / . , N1 '-,.' ,,, 1 I ' R..„, / ._L j /' . / \ IIT ,I �/ /Mt...17 r ` I i. / �� / cCC@ , a r3 • ,� I I1 [ -E'N— : , . ,% x I I i ' ! I / t 11 i /I /1I 1 x, • (COMMONS AHU) RTU I ' l • �w OM � il il IIs � � �� OSA ZONE NO EXHAUST ---_----- . VENTS-f !Al' I' I -- 1I 1 , , - i ___ _ - - PHASE 1 I, _><,.., t ill I _ ___ ' I . I ' II # REVISIONS DATE CD - - - - - - - CD - - ,..„..;,„,,,, PHASE2 ;I ,;I'I ! N I /1 • II i (RU) 3 N 2 • II 1 II I 11 I S1 El E2 I . S2 1 i 1 I 1 -- Ci i 11 li TIGARD TUALATIN SCHOOL DISTRICT • •I ___ __ CE CE - /=;) e - - - 0_ TIGARDHIGH .. ( E8F • i .. SCHOOL = 1 MODERNIZATION SEE M1.15 FOR NATURAL I VENTILATION ALTERNATE SCOPING 9000 SW DURHAM RD. TIGARD, OR. 97224 I • JOB NO: 16992.00 ISSUE DATE 06/19/2018 Jurisdiction Stamp Area • I SCF (C -- I • F RACU (E) 15 1 , MATCHLINE: SEE 1 I M2.27 MATCHLINE: SEE 1 / M2.33 i, F HVAC ROOF PLAN I- AREA N1 Oh I 1 w M5.01 I X14 13 12 CtTNi_- PROJECT NORTH TRUE I� NORTH 2 V/ w M2 . 17 ROOF - FLOOR PLAN - HVAC- AREA NI WEST0 ROOF — FLOOR PLAN - HVAC- AREA NI 118" = 1'-0�� SCALE: 118" = 1'-0" SCALE: 118" = 1' 0" 0 8'-0" 16'- 0" 24'-0" 32'-0" Cl— NA Ni SHEET NOTES NBA. DRAWINGS AND ROUTING INTENT ARE . „ , DIAGRAMMATIC. CONTRACTOR TO SUBMIT hc, c'c' otfi FULLY COORDINATED SHOP DRAWINGS FOR N 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 5Portland, Oregon METAL DOWNSTREAM OF ALL VAV BOXES oAvn 9 Suite 350 N3 FOR •• E. PROVIDE BALANCE DAMPERS AS REQUIRED TO T (246) 340 9500 F (246) 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 Cardno WHEN DUCTWORK DISTRIBUTION ROUTES ABOVE HARD-LID CEILINGS-SEE 6720 SW Macadam Ave Suite 200, NC ARCHITECTURAL. Portland, OR 97219 G. PROVIDE ACCESS PANELS FOR INSTALLATION IN T(503)-419-2500 WALLS AND CEILINGS, WHERE REQUIRED, TO (N4,� SERVICE DAMPERS, VALVES, SMOKE STRUCTURAL ENGINEER DETECTORS, AND OTHER CONCEALED Catena Engineers MECHANICAL EQUIPMENT. ACCESS PANELS 1500 NE Irving St., Suite 412 SHALL BE TURNED OVER TO GENERAL Portland, OR 97232 CONTRACTOR FOR INSTALLATION. •\ T(503)-467-4980 ND H. MECHANICAL CONTRACTOR TO DETERMINE RIGHT/LEFT HAND CONTROL ENCLOSURE MECHANICAL ELECTRICAL & MOUNTING FOR VAV BOXES PRIOR TO PURCHASING. INDICATE INTENT IN SUBMITTAL. PLUMBING ENGINEER I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH Glumac RUNSAND (1) ELBOW- NO EXCEPTIONS. THIS 900 SW Fifth Ave.. Suite 1600 ' WILL BE ENFORCED. Portland OR 97204 J. SEE DETAILS FOR ADDITIONAL INSTALLATION REQUIRE=MENTS NOT LISTED ON THES DRAWING• . (503)-227-5280 NrJ FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 N 2-.'N\ T(503)-236-8566 . ACOUSTIC &AV CONSULTANT The Greenbusch Group \ • 1900 W. Nickerson St, Suite 201 NE (GENERAL EXHAUST) X. Seattle,WA 98119 ' T 206-378-0569 COST CONSULTANT KEYED NOTES Construction Focus 1 PROVIDE STACK ON GREASE EXHAUST, DISCHARGE 10' 740 Almaden 5t. N6 Eugene, OR 97402 ABOVE ROOF. STACK 5€ZED FOR 2500 FPM. T 541-686-2031 CU 6( .. . EXPIRES: 12/31/19 (c--0PROFeyl1 4:4\11Z ) 111) , .... ORECOh . / �'F �Q stiU.4 K,. cxv- ' ' /-,.. FLUE DISHARGE ,'' WITH WEATHER CAP • /j ',. {GENERAL EXHAUST) / v ..., .. „ / CU - �i� `J / 18 / / F \ (GENERAL EXHAUST) / 4:30 /,, 74.,,.- /4� /* v /,`- CU \ /4„,..- 13 (% \ //NIP %pa "tis. ..... ....„//// 9 ( (GREASE) \ / / /4\t REVISIONS DATE •‘: ( /_32x18DN / Li ,, i i Y if / N ° -f------- = , / _Ta1 (DISHWASHER) 0 / i r;'i / \r;,',; ; , S1 E1 E2 CA / \ - / S2 1 �; ,, TIGARD TUALATIN SCHOOL DISTRICT ': I TIGARD HIGH OSAZONE- , i.: C B — - —_ _— - _ _.. - - - — --NO EXHAUST OR VENTS , _ - - SCHOOL - ... \T \\ MODERNIZATION \ II1RTUNORTHWINGAHU) ir'--'ti / - - 9000 SW DURHAM RD. > TIGARD, OR. 97224 1.. ,;/ \ JOB NO: 16992.00 \ I , (KITCHEN MUA) /MUA 1,\; ISSUE DATE: 06/19/2018 \ 1 ' r • 1 I Jurisdiction Stamp Area 14 I ; F - ,I ' ! r I ! r I SCC - 1 ,< \ - ! - - � �1 C3 (COMMONSAHU) 3 _/RTU , ( HVAC ROOF PLAN - MATCHLINE: SEE 1 1 M2.27 1- AREA N2 GED GMEMMED MD 4MMEMED MED =EMEND MED =MEM= MED AM 11 GEM 11 GM ll OM .II. OM 41 OMR 41, OMR li OMR III. OMR 1•111 OMR Ili pmp ir amp ii amp 4r OM 40 MED gi MEP III GM glk MEM ii amp OMOmmlamm ammmmmp imp ip ems 411MMEMED OMB AMMEMMO MED :,MOM. UJ PROJECT NORTH TRUE I PHASE I CC NORTH 0,,,,) C ._.. w M2 . 1S ROOF - FLOOR PLAN - HVAC- AREA N21/8" - 11-0" Cl- SCALE: 1/8" = 1'-0" i 1 o a'-o" 16'- a° 24'-0" 32'- 0�� bassett/i 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 IN SHEET METAL DOWNSTREAM OF ALL VAV BOXES „-------\ FOR 5'. , 71) S2 rS3� S3.2 S4 S5 (s6.-') E. PROVIDE BALANCE DAMPERSASREQUIRTO CIVIL ENGINEER & LANDSCAPE S8 ALLOW THE SYSTEM TO BE FULLY BALANCED N Cardno �� \�� \ ` / ` PLANS).ETHIS INCLUDES BUT IS NOT LIS ARE MITEN D O 6720 SW Macadam Ave Suite 200, ALL SUPPLY, RETURN,AND EXHAUST BRANCHES. Portland, OR 97219 F. PROVIDE CABLE OPERATED DAMPERS WITH T(503)-419-2500 • 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 REQUIRED, TO Portland, OR 97232 I SERVICE DAMPERS, VALVES, SMOKE T(503)-467-4980 DETECTORS, AND OTHER CONCEALED MECHANICAL ELECTRICAL & MECHANICAL EQUIPMENT. ACCESS PANELS SI-CALL BE TURNED OVER TO GENERAL PLUMBING ENGINEER CONTRACTOR FOR INSTALLATION. Glumac I H. MECHANICAL CONTRACTOR TO DETERMINE 900 SW Fifth Ave, Suite 1600 RIGHT/LEFT HAND CONTROL ENCLOSURE Portland, OR 97204 MOUNTING FOR VAV BOXES PRIOR TO PURCHASING. INDICATE INTENT IN SUBMITTAL. T(503)-227-5280 I. FLEX DUCTWORK 15 LIMITED TO 5' LENGTH.M. FOOD SERVICE CONSULTANT �� .w..� .�w�w� GEMMED r err s i ,.,,�� w�.. !MED ..� . r �. r !MD s =MEMO r r� �� . MEM' (1) ELBOW- NO EXCEPTIONS. THIS 0 WILL BE ENFORCED. Webb Foodservice Design J. SEE DETAILS FOR ADDITIONAL INSTALLATION 3700 SE Lafayette Ct. ' REQUIREMENTS NOT LISTED ON THIS DRAWING. Portland, OR 97202 • T(503)-236-8566 • I ACOUSTIC & AV CONSULTANT � The Greenbusch Suite 201 .. 1900 W Nickerson St.,Group - - -- - @DA pis ( Seattle,WA 98119 ' I T 206-378-0569 STAIR 04• EL ATOR MACHI ELE BATOR COST CONSULTANT d ST04-1 ;ELECTRICAL ROOM 036 I L...-Woof -- '' I Construction Focus ) 'FCU r.. �.-, I 740 Almaden St. 2 1 ? I Eugene, OR 97402 j T 541-686-2031 , \ ". I/ 30x24 - -�} \— 30x24 UP EXPIRES: 12/31/19 =-'— 24x30 UP I I s cit) ��. PRO7j • 30x24 I �gzolri N� ��F� p� ' v /- ''\ KEYED NOTE . sARk -KA-0-:cc i ' /4 ..... plIpp ■■ REco � � �' �' r (..-27 6FR 5 � ti0,41 rl. cN ° TYP2 I 12x10 IVAV • D. L11 �_ STORAGE 4 $X$\ 1 W003A j . d,, SA8-170 . I RA8X8-170 I a © r-.�,-:. - VAV 12x8 M5.D2 L10 I M5.02 - T 8� _ -& -�- = fes--- �yid, X -- _ Y-- atr v .y -..r. Ili. ii I SA6•50 z I W004AIj I 1 _ LOCKERS ;LET - r SA10-305 SA8-200 _' ' I -' W404B 004C - 8x8 ��RA8X8 250 RA6X6-7 I - (S r.___ _ c i - _ _ 18x12 ` I _ W�:_ _... — - _ - - ---_ �. i. . :-'---.,....1.---.. r�--- 61 . �- E -435 N." � RA10X 0 I ,r. — _ { _ �. - - _ _-- - SA8 195 `\.-.(r\ TY� r - F ---_.- TYP fi i ` f 111 �� \ • .___ ._ \ 41 SA10-5a0 .- • c TYP2 - .-- -„_:„. ._ I l - / # \ REVISIONS DATE • . I , _..... IV ,. .. . . m ( itt_k8V " N 0 2 1 y i j, p f ,6x,fi __ I dilIN N 1 i Er ,,,,,___i_Ee 1 = ._{ , -, j L y 'KIK t� 5 • w( VAV I. E 1 1 ��//��f ill : 1 LI 1 E2 • 1 STFOR r ,R ,1 ■I HI `"_ '14x1. , . \ - -- . .. . _ - - - - - JV005A •- - - - AUX GYM. 1 r- 3 — • — w • oos ►� I S F I • CCPR 'Ij J �r� 711 NC JOA c • i )` , 18x12 ry 1TIGARD TUALATIN SCHOOL DISTRICT , :_ _ _ _ >, j �:.�• TIGARD HIGH I 0-3 SA1 I:. j SCHOOL i i 0 305'x` I -_ • 14x10 VAV .• I MODERNIZATION IL L-,: L7 TYPDXI 0-425 _ 1i : SA8-16 .email 0 I (TYP 6) lii Ii �. -- / eeeeiea li 1 . �� - — —. �\ 9000 SW DURHAM RD. i- _; - -- -. . _ TIGARD, R. 97224 I L ______1 - -- .=-.� JOB NO. 16992.00 • }. ISSUE DATE. 06/19/2018 1,1/ (VAV MN mil , 3 140 L6 TEAM LOCKER = I Jurisdiction StampArea 5.02 - • Il WOO4G I L:1111=g6 _ -- =— E p r 14x14 I i .,., - I iA"---9 „...... - - - - { _ 7.tt„,_AP_.] 16...........4 I - -- ____- t ___ .._1.r .._..._. _. .. __... _.___. __.__. _ __. _�_... ___. ___.._._. .. ._.. ... .. ... 5 1. I. J r. • .. - _ H I .__ 18x10 -- _ I I ll : UNIFORM STORAGE T ...,. ma , W006 RD10X10 34 co i1 1 ,_ i 14 I S610X10-300- I 300 RA10X1 60 /{i --- „, �= _- TYP3El 1 I I 1 1 1 . 1 HVAC LOUVER 18x18 LEVEL - AREA S1 • TEAM LOCKER: MEN I W WOO7G MATCHLINE: SEE 1 / M2.24 W014 (f) GEMMED MED GMEMMED 4.11 MENEM' MED 41111111 G r - OM 11111111MIM GM - MD - - - G AMMEMME G GEMMED G G II, ! - G =EMEND G - G MENEM, G GM =MEM M i I . M AMD IMEND MMO 411111010Mb iMM MMENMEM M - am 411111111 am - UM =EMEND GED =EMEND M 411IMMEMD G EIND G - GEEN I— PROJECT NORTH TRUE N NORTH LOWER LEVEL - FLOOR PLAN - HVAC - AREA si 0K 0SCALE: 118" R 1 0" w M2 . 2 3 118 = 1 -0 � ■ ■ ■ ■ .. .1 ■ ■ ■ ■ _ - • 0 8'-0" 16'-0" 24'-0" 32'-0" SHEET NOTES KEYED NOTES o bassetti Alk © 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 ENGINEERING REVIEW PER SPECIFICATIONS. 2 SEE 5/M9.06 FOR DRYER BOOSTER FAN DETAIL. I 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 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 FOR 5'. UNIFORM STORAGE X I- TI E. PROVIDE BALANCE DAMPERS AS REQUIRED TO I I I W006 I DRYER RD10X10-34 0� N 1 I ALLOW THE SYSTEM TO BE FULLY BALANCED CIVIL ENGINEER & LANDSCAPE Q o [:11 �- (WHETHER OR NOT DAMPERS ARE SHOWN ON .74 SB10X10-300 1 RA1OX10-360 / _ PLANS). THIS INCLUDES BUT IS NOT LIMITED TO Cardno � 40 EA UP RA1 10-4851 �4/ TYP 3 ALL SUPPLY, RETURN, AND EXHAUST BRANCHES. 6720 SW Macadam Ave Suite 200, 1 j _ ........ ,.. . -_--- -_.-_m r i = i F. PROVIDE CABLE OPERATED DAMPERS WITH Portland, OR 97219 *!► I I f SAb-5[ i 'k 1 CONTROLLERS MOUNTED FLUSH IN CEILINGS T(503)419-2500 1 ;-,ra _ 11 1 1 ! (VAV, 1 I ! I I I - - 1$x13 l - _ —T__— I WHEN DUCTWORK DISTRIBUTION ROUTES - L1 f ABOVE HARD LID CEILINGS -SEE SA12-450 _.�, . = U nrF� STRUCTURAL ENGINEER ' STAIR 11 ` i TEAM LOCK r VAV TYP 2 7 R .1 10 485 VAV\ ARCHITECTURAL. :a MATCHLINE: SEE 1 / M2.2 1 , A Woo7G L3 +' — G. PROVIDE ACCESS PANELS FOR INSTALLATION IN Catena Engineers fliimt 5TLL,11 i MO IIIII � `� — IIIII IMI OM IIIII OM s 111111 — .40 �,� _ _i L4 —- NM alor - 1 ,,,. ' SERVICE DAMPERS VALVES WALLS AND CEILINGS, WHERE REQUIRED, TO MATCHLINE: SEE 1 1 M2.32 Portland OR 972 1500 NE Irving St., Suite 412 I s T 503-467-4980 32 1.: 1 I_I L WOO7F I S �� DETECTORS, AND OTHER CONCEALED. .w� ( ) I, � ----' '' MECHANICAL EQUIPMENT. ACCESS PANELS I . r 12x1Q/ --_ SHALL BE TURNED OVER TO GENERAL MECHANICAL ELECTRICAL & 1 ( mi. 7< o VAV `` \ -. CONTRACTOR FOR INSTALLATION. PLUMBING ENGINEER pr- - L J L2 / ER -�A8X8 1R /VAV 2 RR8X8-190 H. MECHANICAL CONTRACTOR TO DETERMINE � GEumac \ ■ SA8-195 \ a 17E L5 T 2 RIGHT/LEFT HAND CONTROL ENCLOSURE • RA1oX10 425 ��.p 5A10 275 `� _ 12x8 \ 0 MOUNTING FOR VAV BOXES PRIOR TO 900 SW Fifth Ave., Suite 1600 •_- 14x14 _ �: Portland, OR 97204 r =Dm ill PURCHASING. INDICATE INTENT IN SUBMITTAL. TYP 3 TEAM LOCKER lHui TYP 4 - t 1 I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH TP (503) 227-5280 WOO7H 80 I _' RUNSAND (1) ELBOW- NO EXCEPTIONS. THIS _7— ��! �� ' w WILL BE ENFORCED. `� ..' FOOD SERVICE CONSULTANT I SL_7) RA8X8-L00 I "- == J. SEE DETAILS FOR ADDITIONAL INSTALLATIONELaayg �I RA12X12 550 XI - Wobb Food tte c ice Design REQUIREMENTS NOT LISTED ON THIS DRAWING. r TYP 2 wer___, w `� Portland, OR 97202 Fl ANL STAIR 04I ' SA8 150 I ST04-01 I T(503)-236-8566 A �� PE TEACHERS I ACOUSTIC & AV CONSULTANT 8,, mr I WOO7A I . ig=1 pi .(•1 �, , , „ K r� ��i��, X I The Greenbusch Group ` WOO7J �_ 1 - 1900 W. Nickerson St„ Suite 201 1 i — 20x22 U' ALUMINUM FLEX DUCTWORK Seattle:WA 98119 S1 18x10 —r– 26x26 ILTE 180 UP VAV FROM FUME FAN AND ROUTES -80°x48"ALUMINUM T 206-378-0569 A2 TO BOTTOM SIZE OF KILNS HOOD OVER PHASE 2 40 30 UP 0 2 ELECTRIC KILNS I COST CONSULTANT .,..�._.. - �- MOUNT-24"ABOVEConstruction Focus - - -4 SM ` .-_` -- _ - - - -- - -- --- . _ - 4ILTE �FF1E - I 740 Almaden StTOP OF KILNPHASE 1 - 40x30 UP IIIIEugene, de 97402 I1 14x14 I� 20x14 IIIIII 0-1 I S002A T 541-686-2031 .1 nr,r.� 20x14 �I - Iti •I _ 5B6X6-1Q� 7`� VENT CORR SG12X6 225 / /— 1 12x1 TYP 4 r RD18X16-50( I WOOOC ! FSD--�\ O° 5ri len In-opt VENT EXPIRES: 12/31/19 J i VAV - - — - — -- _ _ . - i ��, \ VAV M 140 ,-� 09 _ 2 I ��\.D PROFfff� t (VAV) — 1 VAV S9 ! 1410 II 160 I .FRAMI s, #.-1 US �,�� NEep �� S12 FA 111 I S10Mil ! 16m1 S624X10 750 ��, �'� ��V' ^' n1 \ / RA, X10-29 \al `` ��, w (FC3U VAV ; S0o2 X - (TYP 2) - 111 - --ALUMINUM _ RA12X12-485 I �I t I Al L SG12 6 225 ,� DUCTWORK � � --a, 01 i 1 J - I li _--..__, N TYP 4 SB12X6-4f -= �� oR£coN �. I ■ 1 X I �� 40 UP ,s �'6 R 3� Gam. RA14X14 E?5 ( 3 1 BOI m• ROOM w. ral °O ELEC. RD24X20-90 - 1,-RD24X20fSOP T 40 UP y�4 M• c�c � 12x12 � n u.„ ; Y TEAM ROOM = �A10X10-295 �� SOD1 I � 200 J. I 20o u E-JL 12°---e 20-- �- ( ,� '_'� SB10X< 150 — IJI I I woes MI �� %. ►I 180 UP ( --- SA,2 485 +01 ♦ 120 '= 12x6 VAV I 160 UP 327(16 , CORR ' DRY TEAM ICOM: A S7 SN t MEETING ROOM I :I �, -ti 4 J - e - woos I �' sDaosLift- W012 ' I E•1 ..Nom•• t '- t I 32x16 (VAV\ ,,,, = SA10 34 1 - ��`r-- SA10-345 ■ 1.......11x•1 32x16 • _ .. SA10-31RAINiIVG SA10 315 x SA10-295 SA10 295 `` 7 100 r-� ' W011 I '- I -� I� • I ; ....OFFICE ,` , 120 I ir- WD11A M 4„4" FS-1 , RA18X18-694 --� - x . ,-_ SO - "� ss _ 1 r . -----. , -- j tdG.�� ,� � VAV :CAC IL-1 Lai =.;II 11X14 �l 1!-3%I '1/: . ' i I / m . RA22X22-111511 • 4 (T(P 2 ( ) aC ' _ IT CLASSRC rik RA12X6 350 ;< �c EXISTING S1R DUCT - S003 - _ EXISTING SIR DUCT .1RR ,� ENGINEERIN s... .1, (VAV x (M3UA) ASa04oAa _RA18X18-960--' S5 RA12X12-355 / ? EANR r 0, o r CONNECT NEW UNIT TO EXISTING Sa04A SA14-560 - --• SA 14-560 r- SUPPLY AND RETURN • 1 L I _ A - EXISTING EXHAUST DUCT 1 / _ _ r Y _ i� , , , x x N (VM C>III Is'N--- I I=^ SA12-480 - TYP 4 t � C �� , _ SA14-560 SA14-560 -- SP — — - EXTERIOR TOR AUTOSHOP _. - , _:.— - — t I _ I S007 _'j 1 1 -- - . I - sA10 3oa . . - r1. I SPACE IN PROGRESS , I (TYP2) I ) \ REDESIGN FORTHCOMING --4 if „ 1 i j � REVISIONS DATE I �� '' li / I \ , / \ � ' ' , S9 9.2 [S10) (S11) (S12) N 3 6 10 AUT l,AS�SROOM 11 I I (�I2 ^I 1 _s1.0"`k 1 V 1 �1 I y 1 S1 El RD2OX10 12x12 UP SDS E2 `Lj MPR SOR ROOM I 22x20 I I 1 111 ifJ% Y-- 006A — • __ r 22X20 111 I �� ,4� [S 1 cS 14) 18x10 - 1bt1z 1fix16 w-t�_ BD TIGARD TUALATIN SCHOOL DISTRICT RD16X10.200 22x22S "I ; TIGARD HIGH (TYP 2) RD30X18 790 �/ 3 = III 20x1 _. r ' RD30X18-720 RA18X18-310 / VAV 18X18-925 S C F-I 00L(TYP 3) VAV \ S3 V _ S2 ) �� i SB12X10-395 - 120 SA10 310 Fv1 :JDERNIZI\TRJN T1--f ri SB12X10-360 I=I1/x•12 q »� ~� Q " (TYP 6) 0 CLEAN MAKER SPACE 1= cr) I■�■ S0cv:• v x HEAVY MAKER SPACE t1nsj A10-310 S13'610-395 c" I Soo5 i a 9000 SW DURHAM RD. 80 TIGARD, OR. 97224 (VAV) SB12X10-150 S1 ‹-� �� J ' JOB NO: 16992.00 STORAGE CTACKED DUCTS _ ISSUE DATE: 06/19/2018 S006 SUPPLY LOW I r' Jurisdiction Stamp Area EXHAUST HIGH ILTE 20x12 EA UP \ 0 4 \kialti ILTE 0.., 24x24 LOUVERS IN DOOR. ' f 0-3 Q 1 SQ. FT. FREE AREA EA. SA10-310 SA10-310 TITUS OR EQUIV. CLASSROOM CLASSROOM 20x12 EA— 1 616 I 612 I 4 I I`I I I 14x10 14x10 RD24X12-750 (TYP HVAC LOWER 1 F- LEVEL - AREA S2 \ \ \ \ \ \ I- r-- \ Cw S2 S3 S3.2 S4 �S5 S6 S7. 1 S8 N /� 1— PROJECT NORTH TRUE ' V ' NORTH OF4- \0 LOWER LEVEL - FLOOR PLAN - HVAC - AREA S2gr , „ I� M2 .24 SCALE: 1181" = 1'-0" 118�= 1 -0 0 ■ ■ ■ ■ - ■ ■ ■ ■ ..... 0 8' -0" 16'- 0" 24'-0" 32'-0" SHEET NOTES KEYED NOTES 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 /.....-----„, SHEET METAL DOWNSTREAM OF ALL VAV BOXES S3.2 I FOR 5'. S2 S3 l 54� S? S6 S7� S r7, 1 S8 E. PROVIDE BALANCE DAMPERS AS REQUIRED TO 721 NW 9TH Ave, Suite 350 --r- \ / ALLOW THE SYSTEM TO BE FULLY BALANCED `I (WHETHER OR NOT DAMPERS ARE SHOWN ON Portland, Oregon 97209 PLANS). THIS INCLUDES BUT IS NOT LIMITED TO T (206) 340 9500 F (206) 340 9519 . ALL SUPPLY, RETURN, AND EXHAUST BRANCHES. • I F. PROVIDE CABLE OPERATED DAMPERS WITH I CORR CONTROLLERS MOUNTED FLUSH IN CEILINGS SA8-201 W101CWHEN TWOSU I ABOVE HARD-LIDDUCRK CEILINGSDITRIBSEETION ROUTES CIVIL ENGINEER & LANDSCAPE ARCHITECTURAL. Cardno G. PROVIDE ACCESS PANELS FOR INSTALLATION IN 6720 SW Macadam Ave Suite 200, I 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 STRUCTURAL ENGINEER I CONTRACTOR FOR INSTALLATION. Catena Engineers SA$ 20 H. MECHANICAL CONTRACTOR TO DETERMINERHAND CONTROL 1500 NE Irving St., Suite 412 , OR MATCHLINE. SEE 21_1142.13 �__¢ _ MIOUNTING FOR VAV BOXES PRIOR TO ENCLOSURE Portland 503)"467 4980 97232 MATCHLINE: SEE I_/PM2.14" MATCHLINE 1 / M2.13 : SEE PURCHASING. INDICATE INTENT IN SUBMITTAL. I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH MECHANICAL ELECTRICAL & VAV \W12� RUNSAND (1) ELBOW- NO EXCEPTIONS. THIS >� �� PLUMBING ENGINEER ' \S7 S7. 1 S8 S9 (810) 160 WILL BE ENFORCED. Glumac SC12-4: ' - W4 J. SEE DETAILS FOR ADDITIONAL INSTALLATION \ `,..______„/ ` - _/ I M5.01 , i..- „ - . / II �1 U14>14 545 14m RA14X14-500 ' RA14X14 500 REQUIREMENTS NOT LISTED ON THIS DRAWING. 900 SW Fifth Ave.. Suite 1600 10m ' � •_... ` I I I T(503)-227-5280 0R 97204 i ! `of . 18x16 FOOD SERVICE CONSULTANT I . II �/ ; I 18x16 - -- - -• - -- - SA Webb Foodservice Design SC6-48-100_, ■! — �� KFCU) 11` ---.7. 3700 SE Lafayette Ct. 140 (TYP 2) - g ENTRY "10-25[ o Portland, OR 97202 I' I T(503)-236-8566 1 W100 ! VAV /, t'l /VAV SA10-335 n SA10-335 SA10-335 WSA10-335 LOBBY (W10 ff. ;:, �,:_, , W11V �� 'J� 120 , 4' wio1 I , -- r I ACOUSTIC &AV CONSULTANT `� II 160 t The Greenbusch Group %I� 1900 W Nickerson St., Suite 201 10x10 EA UP- ECU ` Seattle,WA 98119 KM ll►�5 - 10 EB10X10 360 I�� EB10X10-360 L� EB10X10-360 EB10X10 360 I T 206-378-0569 A: k1SC12�18140 • SA8-250 f B12X12-350 ELEC CUSTODIAL iri w109C w109 �' COST CONSULTANT SA8 250 10x10 100 120 1001f• • ' • •''� E Construction Focus x I 740 Almaden St. 111 .SJiOIS 17 ' ': 18m 30x24 UP N Eugene, OR 97402 f ri W1t•= 7541-686-2031 4i 1 - - _r r1 , 11 . 4 _ _ S - - • SB • •. „._. A8 250 TOILET 6. FCU_. W 112A �i17 max't 'V . EB8X8-150 EB8;C3 150 R SC6-48-120 100 112 SAFE 1 STOR- 14 L i HEALTH L I EXPIRES: 12/31/19 W115 I ` W111C I E:6X.-50 E:•.•-50 120 (TYP 5) SA12 365 SA12 365 -= �;.— I' W201 - T� SA8-250 I t`�� {'��ff ff, q . E38X8-150 (VAV) RA12X12 350 �'�rt ii1 * -08x84 4Ligligi=lIlll111 �NF� y• t`'� ! �1� SA6 100 SAn luu 120 - SA12-300 I `' - 90 E,X8 150 W9 48x13 UP� 8x8- ^7 R; II0CF t RS 55x24 UP ---a, �'I ! /� .13 I STORAG = `y I �� OREGON .:..•.,-- , ... t —r r' x CONE _ ��i I W114 160-- vO FMgER 31't� .k. r, W111 E::.: 125 12 SA12-300 I Sy ��,G I SA8 250 10x10 I �\ N N 140—}- I 8is�- E '�'" 807 VAV i i UA M. 30x�4 UPS I , ,., SA8-175 C t';� ■,,,0 2 C TYP 2) COACH LOCKER; i ✓ W2 / \ ` SA12-300 II I r — .,�, RA12X12-365 FRA12X12- I W112 1� ,,„,- RA10X10-250 i AD OFF 1 FI I • EC6X6-70 1G111 = SUPPORT VAV VAV TOILET at', 100 r W111A � W5 / N W3 _Aci _ _ F' W 116A RA22Xl21200 $0 - 11 SF6-25 Ms g y �' _ _ .. 1. 1 . .. .._ j S4r 'w ? T I SC RB42x20Doo �/„ IIS 24x20 I II III I 28x28 I I I I 28x28 ___J I .I 28x28 n►If1�� I3 SB8X6-100 rSTAIR 07 - SA12-300 STORAGE I II I III 24x20 1 i RA14x14-545 11,IORR 191RA14X14-545 100 ? 1 ST07-1 I El i 3 I C � �1►1 01� 1 , kA14X14-5U0 W202A 24x26 26x26 M 28x28 28x2$ im A 20m 2I0m . _: ., - ---v VAV \� \�� i 1 _ . SD>f 11111 1\ (VAV) J I \ W7 ;) • W6 . . SD18X6-400VAV - 10x6 /4e•Z I (TYP 10) < L �� f7 W8 RD48X18-1506 RD48X18-1500 1:PI 26x26 U I N E .. -- • -- - . . - - : <I .- SSE N - 120 RC$$X38 21000 - CORA: I W200 I -.. SD1$x6 375 I �j f-3 , I I SA10-320 -��-- - RC88X38-21000 may' $8x38 �� (TYP 8) (1 II-> rni—CT T T T A I, ; • EIGHTs 360 1136x3111 [, I -$''3 1►R I_ . I W117 I • = I=( ! 10 Y.. At REVISIONS DATE ,T 1 1v 0 AEROBICS I • 8040x12 1050 • I W202 100 (TYP 10) -ROUTES WITHIN STRUCTURE I I I N COORDINATE WITH TRUSS MANUFACTURER 38x88 UP ,ri n, . , , , FOR INSTALLATION. SEE SECTIONS AUXM I N N 1 �+C 8x48 T .GYM E- , I 7 ` @__ 1 W005 . 82x38 - I E 1 E2• N N ,,j �-SA10 320 T T T T r 36x36 / N I _ � � � � � 1-t 1 k S2 _. :.. • 1136x36111 I II I UhI• •01.1 -r I TIGARD TUALATIN SCHOOL DISTRICT a, SD40X12-1050 I TIGARD H 4 (TYP 10) ,, ,fI SCHOOL 1i- r <-1:113a SG SG `' -- I MODERNIZATION A fl� i i Ask I © I M5.02 M5.02 I —-.._. — _ 9000 SW DURHAM RD. -0- 80 -_..____� -- I TIGARD, OR. 97224 i - L.-:___7--f._ 12x12 UP .• II JOB N 16992.00 - - - — - -- ISSUE DATE: 06/19/2018 S1. i - =B6X6 50 I Jurisdiction Stamp Area SB8X6-100 C,ORR STAIR 08 OIIET EB8X8 200 _ 7081 2 3 STOR. I 1 11't101 E 5 STAIR 10 STOR. 10x6- . .._. I ST10-2 I 1W202B W117A I I 12X12 �- i— 12x10 i . .. . -.... . -- - - - . '1- - 1i I 114 ----- ;------ EXTERIOR BALCONY i i UPPER LEVEL MATCHLINE: SEE 2 / M2.25 I I VAV\ — � � � � � - � - � I LOWER LEVELMATCHLINESEE1 23 �� .� ,�. � ..�. � .� ... �.. .r1/ `HLIN E1 / M 2.26 — I - HVAC MAIN LEVEL MAIN FLOOR - FLOOR PLAN - HVAC- AREA S10 UPPER AUX - 1F'LOOR PLAN - MECHANICAL HVAC - AREA S1 �.- AREA S1 + UPPER SCALE: 118" = 1'-0" SCALE: 1l8" = 1'-0" w cn LEVEL AREAS 1 PROJECT NORTH N TRUE ' ii V �'- I1 NORTH Mr 0\ 2 fr= I'-0" w1/8" M2 . 25 VW6%r! , 1, 0 8'-0" 16'-0" 24'-0" 32'-0" I i 1 © © SHEET NOTES KEYED NOTES (#) bassetti - 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 ! I B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK 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. D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN (206) I of T EB8X8-200 T340 9500 F (206) 340 9519 1 . 1 u TAIR 08 � �� rig + I SWEET METAL DOWNSTREAM OF ALL VAV BOXES ' "�T08-1 • STAIR0-210 STOR. 10x6-1- 12x12 0x6 - FOR 5'. ..i 12x12 ST13 W202B E. PROVIDE BALANCE DAMPERS AS REQUIRED TO �A 1�1p ALLOW THE SYSTEM TO BE FULLY BALANCED -I CIVIL ENGINEER & LANDSCAPE Cardno _ ii! ,,._.4, WHETHER OR NOT DAMPERS ARE SHOWN ON _ __._. . . I PLANS). THIS INCLUDES BUT IS NOT LIMITED TO ( ASUPPLY, RETURN, AND EXHAUST BRANCHES. I 6720 SW Macadam Ave Suite 200, )-f - • i 40 EA UP/DN k _ STORAGE VAV \ F. PROVIDE CABLE OPERATED DAMPERS WITH Portland, OR 97219 • 1 I 1 , j CONTROLLERS MOUNTED FLUSH IN CEILINGS ' ,�I T(503)-419-2500 EXTERIOR BALCONY ; S20$A 1! W1 WHEN DUCTWORK DISTRIBUTION ROUTES MATCHLINE. SEE 2 1 M2.25 EB8X$_15 �•:1 - �; I ABOVE HARD-LID CEILINGS -SEE i ( STRUCTURAL ENGINEER ►�� ARCHITECTURAL. �-� :r-_ SA W204 I I G. PROVIDE ACCESS PANELS FOR INSTALLATION IN MATCHLINE, SEE 1 1 M2,32 mI Catena Engineers ' I I i "' - '-' r� WA UIRE O �+`r- �` "` �"" "�" "'� Im' im. " 1500 NE Irving St., Suite 412 8125 I 'I i--d , ill i iw� !I��I L N HERE REQ 1 '- Portland, OR 97232 -___� 12X1T ---- .___ SERVICE DAMPERS, VALVES, SMOKE T 503 -467-4980 i WRESTLING 48x14 Iir-1"-b ,1 irk i. :II i • -7-_ DETECTORS, AND OTHER CONCEALED ( ) i` S208 RB42X20 3500 ..� MECHANICAL EQUIPMENT. ACCESS PANELS ISHALL BE TURNED OVER TO GENERAL I MECHANICAL ELECTRICAL & W 1� CONTRACTOR FOR INSTALLATION. PLUMBING ENGINEER I; SD18X6-350 X11 • W2 1 H. MECHANICAL CONTRACTOR TO DETERMINEZ-7Glumac CORRIDOR TYP 10 - RIGHT/LEFT HAND CONTROL ENCLOSURE 900 SW Fifth Ave, Suite 1600 S208A T Ttht T - L �SA8-125 �/ MOUNTING FOR VAV BOXES PRIOR TO f i- 48x14 UP TYP 2 PURCHASING. INDICATE INTENT IN SUBMITTAL. I Portland, OR 97204 S L - - 240 __ - - i€'�- -- -- I. FLEX DUCTWORK IS LIMITED To 5' LENGTH T(503)-227-5280 Ik ! RUNSAND (1) ELBOW NO EXCEPTIONS. THIS ._.F, lir T C7 • SA12 460 WILL BE ENFORCED. FOOD SERVICE CONSULTANT �' • � J. SEE DETAILS FOR ADDITIONAL INSTALLATION Webb Foodservice Design 1,1 REQUIREMENTS NOT LISTED ON THIS DRAWING. I. STAIR 05 . • F' I 3700 SE Lafayette Ct. 1 ST04-2 i. Tc503 d' OR 97202 (FCU) 30X34 U` {-: ( )-236-8566 11 - IDF a i VAV 24x55 UP .- -7-- . � I ACOUSTIC & AV CONSULTANT il S210 S20 43x43 UP �-- 20x22 SA UP The GreenbusCh Group S 1 • 40x30 DN _ 1900 W. Nickerson St., Suite 201 Seattle, WA 98119 PHASE 2 0Xri I T 206-378-0569 IL th-i-„ , n ---y ---- _ k fir - -- _ r . . . - --. - W - COST CONSULTANT 'VI 5 T- -.. •� I -----4-th ., I �� r RA18X18-860 10� I 240 -------1' _� 0 �..I �� 14g 1 Construction Focus OFFICE PHASE 1 (TYP 2 / ii i . 240 I , VAV I RA14X14-860 } I 740 Aimaden St. Oi}2A Eugene, OR 97402 �k 1 I 24x14 I . l _ - A4 T 541-686-2031 50x30 38x87 UP VAV I i - SG12X6-210K 1Q % II SG12X8-315 j 20x18 I� TYP 8 A3 PAINTING t tI11 9l -. r RA18X18-615 ' ' RA12X12 460 140 I S; 140 TYP 4 I (VAV 11_471 \/19, ` EXPIRES: 12/31/18 SA12-530 S18 ® �®... r I �--. U 14x1 o ! '1__I` - COMPUTER GRAPHICS '� ■ 40 EA UP/DN 4 \4‘,. .... ..._.0,‘-‘,, IG iNE `p5207 �� Al2 460 S200AOX30 F,p �- [ �rI l f3}� 20x18 RD48X16 186 DRAWING 20x20 UP 40 EA UP/DN I 90 r 18x16 SA12�60 X SA10 300 RA12X12 600 r o ►.r SA12-460 `V VAV • S202 I °. 18 • 18x18 DN OREGON [Amin! l I I JOURNALISMI�VIDEO S17 ) /� 20x20 i � c'c�y ;L� c� _VAV_ PRODUCTION 87x38 'v ; v 1 "p �R 3� .kms 519 o I - r i RD4$X12 1260 1� I' ' S206 SN _ ! SII 1 u� RA18X18 615 . . ____. - _..__._,_ ; , I ¢ '= . -- 14x144 �_.. ._ �' ' LL I as ° SA10-350 (TYP 2 �� SA12 60 L 36x16 - e \ I ' ■I I I , I 1 I�1 I \ � F I ' ��I 1001 VAV I - ,� 18x16 ' iir:,_I- (vsA1v4 ) 140I1111191 1 Ill 111 STUD O 0 _�— im SA12-530 SA12-495 SA10 300' S206A VK S16w �I RA18X18-700 `^1# i ' 12x8 12x8I. ...._ 0- ' i)flI- i 16x102 18x12 22x12 _ . RAMP - I - i'-.1--.-_-__ I24x14 �: - _ VAV _._. _ _ - -- I� RA18X18-1400- VAV , _ 22X22-1680 -- 513 A T _ 8 ff 1x12 18X18 1320 E �� I _ C' 16x15 - 20X1 1 FLEX S 5 RA I ....__.._ g 2 I • I ii - , ,�, MI FLEX `* I x -• _ • _ SA 10 350 SA10 350 ��iI • TYP 4 ��+� ,�� I2 I I . 1 0 .. i---____... __ _ _ _. I . ._ .._. -.._ M.__._.._—. �. ___.._ - �_ CLASSROOM I I I S205 _..--_. ._ _- - - -_-_ _ - _- �_...- _ _ � ._�.. .._....__._...-- 5204 - - I �• ' h I • SA10 330 A _ _ '`` COMPUTER SCIENCE i�� SA10-420 I j 1 Iiti TYP 4 A LI S203 ►�.. TYP 4I • ' 1 , 1 ■liii. _____________ `€ ! II I I, I - I I ii • • - .. _ -- - ----t , i, I /....---"-s,, / / �* \ REVISIONS DATE S9 9.2 (S 10) {S1 1) (S12) I I I N • N2 N1 ' Ii 1 • S1 E1 k E2 ' (S 1 cS 14) llir Q --7 i TIGARD TUALATIN SCHOOL DISTRICT i TIGARD HIGH i I SCHOOL • • MODERNIZATION 9000 SW DURHAM RD. .__ _..__•....-----------_..-- ----.-..-._...._----_ ...__-._ __.,-._ ------------ ---_—___ ..--_-_-__- TIGARD, OR. 97224 ___._.-__ _._ - i • . .._.._...._..____._ _______________ --- --.------7- _____ • r_ _ _.-... _! JOB NO: 16992.00 I • ISSUE DATE: 06/19/2018 • it i Jurisdiction Stamp Area •1 i I I I i ,,' 111, 1 I, .. I _ _.. .-.___.._-_ -_ __ __ ... .._. .._ _.. _— - i IIS -- .. _ - -__ ------- -_- HVAC UPPER LEVEL • is2 s S3 s4 �s6 s7 is8� - AREA S2 W CI) N N ~ PROJECT NORTH TRUE CC NORTH 01\glI „ w M2 .26 41UPPER AUX - FLOOR PLAN - MECHANICAL HVAC - AREA S2 , . . . . _ 1I$ _ 11-0" SCALE: 1/8" = 1'-0" o 8' - 0" 16'-0" 24'-0" 32' - 0" SHEET NOTES . rc __ - - _ 0 tij • A. DRAWINGS AND ROUTING INTENT ARE DIAGRAMMATIC. CONTRACTOR TO SUBMIT bassetti FULLY COORDINATED SHOP. ____ _ DRAWINGS FOR ENGINEERING REVIEW PER SPECIFICATIONS. architects !( EF B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK 8SIZE UNLESS OTHERWISE NOTED. C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET CONNECTION SIZES UNLESS OTHERWISE NOTED. D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN 721 NW 9TH Ave, Suite 350 SHEET METAL DOWNSTREAM OF ALL VAV BOXES Portland, Oregon 97209 FOR 5'. E. PROVIDE BALANCE DAMPERS AS REQUIRED TO T (206) 340 9500 F (206) 340 9519 0 �� – 1 ALLOW THE SYSTEM TO BE FULLY BALANCED �+ �+ �+G p } (WHETHER OR NOT DAMPERS ARE SHOWN ON S3 S3.2 S4 S5 S6 j ST S7.1 SS S9 I E IS �! PLANS). THIS INCLUDES BUT IS NOT LIMITED TO \ _ / �� _ 'j� �� ALL SUPPLY, RETURN, AND EXHAUST BRANCHES. ti G F. PROVIDE CABLE OPERATED DAMPERS WITH CIVIL ENGINEER & LANDSCAPE i CONTROLLERS MOUNTED FLUSH IN CEILINGS Cardno WHEN DUCTWORK DISTRIBUTION ROUTES 6720 SW Macadam Ave Suite 200, 1 I I ABOVE HARD-LID CEILINGS -SEE Portland, OR 97219 ARCHITECTURAL. T(503)-419-2500 • G. PROVIDE ACCESS PANELS FOR INSTALLATION IN WALLS AND CEILINGS, WHERE REQUIRED, SERVICE DAMPERS, VALVES, SMOKE STRUCTURAL ENGINEER DETTORS, AND OTHCONCEALED Catena Engineers MECECHANICAL EQUIPMENT.ER ACCESS PANELS 1500 NE Irving St., Suite 412 • • I SHALL BE TURNED OVER TO GENERAL Portland, OR 97232 CONTRACTOR FOR INSTALLATION. T(503)-467-4980 H. MECHANICAL CONTRACTOR TO DETERMINE RIGHT/LEFT HAND CONTROL ENCLOSURE MECHANICAL ELECTRICAL & . MOUNTING FOR VAV BOXES PRIOR TO PLUMBING ENGINEER PURCHASING. INDICATE INTENT IN SUBMITTAL. GlUmac • I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH ill! RUNSAND (1) ELBOW- NO EXCEPTIONS. THISSW � \ ---- J � � � � II I WILL BE ENFORCED. Poo Iand,FOR 97204IMP IMIN ! flit Suite 1600 _ 111±1" _Ilk J. SEE DETAILS FOR ADDITIONAL INSTALLATION T(503)-227-5280 —.. I --- — }--E --. REQUIREMENTS NOT LISTED ON THIS DRAWING. 30x40 I i II III 4045 30x40 FOOD SERVICE CONSULTANT AftI 1'' Webb Foodservice Design M5.01 jet._ ` 0 / I • II 3700 SE Lafayette Ct. ' ' 36x75— ACCESS /� �!) , a Portland, OR 97202 I �_ , T(503)-236-8566 • © I • I lb_ _ ;r• _ f - T ,1, - SA` ACOUSTIC & AV CONSULTANT The Greenbusch Group KEYED NOTES Q I- ll ,, CU X • O S 1900 W. Nickerson 5t.. Suite 201 { I G "'��' _ Seattle,WA 98119 100 I: —7 1 ( I I - T 206-378-0569 EF CU I 6 14 I i I It COST CONSULTANT ACCESO 1 PROVIDE FLEX DUCT SECTION DUE TO SEISMIC CU • JOINT ARQUND MAIN GYM BUILDING. SUPPORT Construction Focus DUCTWORK DOWNSTREAM OF THIS POINT TO \ti 9 - _._,��..... . I 740 Almaden St. ' : ((RTU MAIN GYM BUILDING. FINAL DESIGN PER Eugene, OR 97402 SEISMIC ENGINEER. T 541-686-2031 4 OSAZONE-NO I - --- OSA ZONE NO • VENTS OR EXHAUST OSA 2 STIFFEN DUCTWORK TO SUPPORT WALKABLE ' ( 1 ( FLOOR. PROVIDE 30"WIDE BY 6'TALL AIR TIGHT • VENTS OR EXHAUST -� - i DUCT ACCESS PANEL. EXPIRES: 12/31/19 n 1 ,,,, , * ,AG I NE,. za„ 1 , 3F ' 45 DEG CUT BACK =X-`. _ 9.,7,..1;0 �� `, RTU 30x36 ` \ v �aREcx>H ti� \� 7 \ 9 i \ . „ ' ' _ t '904 M. C19.' ‘\CG • 1 M1 �.1 •1 , .077-71/, / , - OSA ZONE - I \. OSA ZONE- NO EXHAUST OR VENTS h, NO EXHAUST OR VE S Alk © _ M5.02 M5.02 Y _ RTU _ _ – • ' L_____,__ Tri...__ • o • • • 1 - 4 1 1 I �X\ 1 I E� 1 i r r ( f ��+v/I I .OSA ZONE _ NO EXHAUST OR VENTSi . I \\k. / ., SSE r I RT8 U , ,` i M / \ REVISIONS DATE , � I N L_I , � T N COI w N • N1 • j • 1 - I z ' 11 U El. , ,c ip E2 SFS S2 I I TIGARD TUALATIN SCHOOL DISTRICT I TIGARD HIGH _-��-- SCHOOL i , • 1 MODERNIZATION ''\_ RTU 7 1 - - -- SG 9000 SW DURHAM RD. TIGARD, OR. 97224 © I ' JOB NO: 16992.00 M5.02 • ISSUE DATE: 06/19/2018 I IJurisdiction Stamp Area lib I • el .. I DRYER DISCHARGE—N\,\ . .. I I MATCHLINE: SEE 1 / M2.28 4�DN HVAC ROOF PLAN - I. I 1- AREAS I - - - ono - - - - . .. _ il _ . - - - - MED - - - - III - - - - - ..—.- - - - III - - - - - - - - - - _ .... .. GM, ...!. _ ..._.. _ . - - - - - - - - - - - - - - - - - - - - - NOM w U) N N ~ PROJECT NORTH TRUE ROOF - FLOOR PLAN - HVAC- AREA S1 i► NORTH 0Aiii\ 2 0SCALE: 11$" = 1.0" CC w M2 .27 11$ = 1 -Q a ■ ■■■■■■■ , 0 8'-0" 16'-0" 24'-0" 32'- 0" Alk dk M5.02 M5.02 I SHEET NOTES rise 1 A. DRAWINGS AND ROUTING INTENT ARE KEYED NOTES 11 DIAGRAMMATIC. CONTRACTOR TO SUBMIT architects FULLY COORDINATED SHOP DRAWINGS FOR ,._ _ —' �'—'7r-- I ENGINEERING REVIEW PER SPECIFICATIONS. B DUCTWORK SIZE SHALL MATCH DIFFUSER NECK ISIZE UNLESS OTHERWISE NOTED.F 721 NW 9TH Ave, Suite 350 • i DRYER DISCHARGE • • • ; C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET Portland, Oregon 97209 I I i ! ICONNECTION SIZES UNLESS OTHERWISE NOTED. I rD. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN T (206) 340 9500 F (206) 340 9519 -: o I METAL DOWNSTREAM OF ALL VAV BOXES - __ .._ - - - - . __....-.._.. I I — E PROVIDE BALANCE DAMPERS AS REQUIRED TO I SHEET I I i 4g DN ......................... f FOR5' QU ` .. ALLOW THE SYSTEM TO BE FULLY BALANCED \, (WHETHER OR NOT DAMPERS ARE SHOWN ON CIVIL ENGINEER & LANDSCAPE l -- MATCHLINE: SEE 1 / M2.27 I PLANS). THIS INCLUDES BUT IS NOT LIMITED TO Cardno ii i — . t �r �r i 4o41 4 , io 4 , il — m — ,I — . s . .moms OW imomm. rmmo mrrmr mm mmomm mm mmmmm mm mmmmm mm mmmmm mm mmmmm mm mmmmm mm mmmmm — mmmmm — mmomm — mmmmm — mmmmm mi. — ,i MO - - ALL SUPPLY, RETURN, AND EXHAUST BRANCHES. 6720 SW Macadam Ave Suite 200: j I • ,mCONTROLLERS MOUNTED FLUSH IN CEILINGS,i F. PROVIDE CABLE OPERATED DAMPERS WITH Portland, OR 97219 - - — - . OSA ZONE- — , , i . , , . , ..,. i0 IMMII * am i ,.— .,. T(503)-419-2500 - -. ... ..... I NO EXHAUST OR VENTS i [ — -i- WHEN DUCTWORK DISTRIBUTION ROUTES - • 'I __ ABOVE HARD LID CEILINGS SEE STRUCTURAL ENGINEER II • 1! ARCHITECTURAL. G. PROVIDE ACCESS PANELS FOR INSTALLATION IN Catena Engineers I I �' WALLS AND CEILINGS, WHERE REQUIRED, TO I 1500 NE Irving St., Suite 412 Portland, OR 97232 SERVICE DAMPERS, VALVES, SMOKE • - 4 .11I 71 DETECTORS, AND OTHER CONCEALED T(503)-467-4980 MECHANICAL EQUIPMENT. ACCESS PANELS • r ISHALL BE TURNED OVER TO GENERAL I MECHANICAL ELECTRICAL & �+� !_:_ CONTRACTOR FOR INSTALLATION. PLUMBING ENGINEER • — — — . . ............... .. . H. MECHANICAL CONTRACTOR TO DETERMINE SA 11 �� vs �� i RIGHT/LEFT HAND CONTROL ENCLOSURE Glumac • \ / ; 00 EXHAUST OR VENTS MOUNTING FOR VAV BOXES PRIOR TO 900 SW Fifth Ave, Suite 1600 '/ I I PURCHASING. INDICATE INTENT IN SUBMITTAL Portland, OR 97204 y - - I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH I T(503)-227-5280 RUNSAND (1) ELBOW- NO EXCEPTIONS. THIS .\ I OSA WILL BE ENFORCED. FOOD SERVICE CONSULTANT • . • • RTU ,ll J. SEE DETAILS FOR ADDITIONAL INSTALLATION - / Webb Foodservice Design • 10 " REQUIREMENTS NOT LISTED ON THIS DRAWING. I 3700 SE Lafayette Ct. ! Portland, OR 97202 l r ' --./1,-3 f • T(503)-236-8566 51 PHASE 2 �Ox20 i ;X e. ' __. t ACOUSTIC & AV CONSULTANT J The Greenbusch Group Ip _ - / , - / - 1 erson U ! F _ 45 CUT BACK /.�.. - _ — I 1900 W.Seattle,WAk981195t., Suite 201 ! PHASE 1 _._.._.. _ _ T 206 378 0569 •-•- I • OSA ZONE - r �. FLUE DISCHARGE NO EXHAUST OR VENTS RTU - •• I COST CONSULTANT j WITH WEATHER CAPS 2 I Construction Focus -, 740 Almaden St. I ------- I Eugene, OR 97402 ...__._1 r---1 ---------_, T 541-686-2031 ►. ;, ® *••• // \ • . / �� i 45 CUTBACK / x • / J1 I / r I I EXPIRES: 12/31/19 /� �\I 40 DN p ROT ---J --- 4m DN fS' � NG "FF fO I ! , ( CU I ! I MtNS N� i - -- - -- - -- AIR INTAKES nom me I v R �1 \ COMBUSTION EF I `S'S'(/�4 M. G�F'G i... "� ms 4 I I m so _ __ - -- - I L t I ..._ _. _____ / I (MA)1_...-----1-- • t 2 I I `\ _ I ' I I i (EXISTING FAN I f TO REMAIN) '! (E) 11 I• 1 • I I1 II. SP - - ® - — I I S9 9.2 1 (411_1)� �� S 0) 5121 / \ REVISIONS DATE I EF I '< 10 (COMPRESSOR ROOM FAN) I I I N2 N1 ' IL.J IS El E2 SQ llir1 I TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL , , , , MODERNIZATION ,, (MAKERS SPACE) 07- 0 9000 SW DURHAM RD. TIGARD, OR. 97224 • JOB NO: 16992.00 ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area L . S3 S3.2 S4 �S5� = ' . �� :_. `S: .• HVAC ROOF PLAN UJ AREA S2 co PROJECT NORTH N TRUE N ~ f.,‘ NORTH pl CK ROOF - FLOOR PLAN - HVAC- AREA S2 w 0SCALE: 118" = 1'-0" 118" = 1'-0" ■ ■ ■ ■ II II ■ 0 8'-0" 16'-0" 24'-0" 32'-0" 7,___,,\ • 1O) (s11) (S12��C4�\._ ,/, (S1 ( C6 1 CS bassetil ,,,_ _,/ SHEET NOTES architects • A. DRAWINGS AND ROUTING INTENT ARE 2 , • RA8X8-500 DIAGRAMMATIC. CONTRACTOR TO SUBMIT FULLY COORDINATED SHOP DRAWINGS FOR 1 •— i I i ENGINEERING REVIEW PER SPECIFICATIONS. 721 NW 9TH Ave Suite 350 _l_ B DUCTWORK SIZE SHALL MATCH DIFFUSER NECK CF _� — — `�' — Ilp SIZE UNLESS OTHERWISE NOTED. Portland, Oregon 97209 AIM C• T 206 340 9500 F 206 340 9519 C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET CAREER CENTE+ CONNECTION SIZES UNLESS OTHERWISE NOTED. [ E105 _-- D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN -`.. - , SHEET METAL DOWNSTREAM OF ALL VAV BOXES I Y CO I 240] N t'1 X FOR 5'. CIVIL ENGINEER & LANDSCAPE c., E. PROVIDE BALANCE DAMPERS AS REQUIRED TO I \SA10 250 • ALLOW THE SYSTEM TO BE FULLY BALANCED Cardno (WHETHER OR NOT DAMPERS ARE SHOWN ON 6720 SW Macadam Ave Suite 200, 11 TYP 2 PLANS). THIS INCLUDES BUT IS NOT LIMITED TO Portland, OR 97219 — _ ALL SUPPLY. RETURN,AND EXHAUST BRANCHES. TP (503)-419-2500 I MATCHLINE: SEE 1 1 M2.13 s — R F. PROVIDE CABLE OPERATED DAMPERS WITH ! Ammomm. MID ONMEEM' MEM EEMM°" !""••' ! fimmammn ! EEMEEEP ! (=MEMO UME WMEMISMO OEM MEEEMEW UMP RENEWED OM EMMEN, MEM MERE= - 'MEN ' ! OMFEEED 'ED '"""" ! GEMMED ! r - CONTROLLERS MOUNTED FLUSH IN CEILINGS STRUCTURAL ENGINEER MATCHLINE: SEE 1 / M2.25 ISA6-50 WHEN DUCTWORK DISTRIBUTION ROUTES Catena Engineers CORRIDOR / ABOVE HARD-LID CEILINGS-SEE g X ARCHITECTURAL. 1500 NE Irving St., Suite 412 I E100A cN, G. PROVIDE ACCESS PANELS FOR INSTALLATION IN Portland, OR 97232 WALLS AND CEILINGS, WHERE REQUIRED, TO T(503)-467-4980 -� SERVICE DAMPERS, VALVES, SMOKE .__ ___ - ___ -.-- MECHANICAL L DETECTORS, AND OTHER CONCEALED MECHANICAL ELECTRICAL & �; i' �W I ., MECHANICAL EQUIPMENT. ACCESS PANELS PLUMBING ENGINEER SA _ _ I — 1 - --\ SHALL BE TURNED OVER TO GENERAL Glumac !'1 - ---------- 0- _ AB - _- ---. � � _. ;__ . _--� _ �. ...: -` � = _ _�; _ ----_ __.._� ,_:1- 1. - 5 -- -- --- l Q / H. MECHANICAL CONTRACTOR CONTRACTORITO DETERMINE R 97204 Suite 1600 • 900 SW Fifth Ave., S RIGHT/LEFT HAND CONTROL ENCLOSURENPortland, 0 i' 1 Ell 3A I - PURCHASINGORNDICA OXES INTENT PRIORN SUBMITTAL. T(503) 227 5280 -. I. FLEX DUCTWORK IS LIMITED TO 5' LENGTH FOOD SERVICE CONSULTANT RUNSAND(1) ELBOW NO EXCEPTIONS. THIS Webb Foodservice Design riming N WILL BE ENFORCED. y 3700 SE Lafayette Ct. c M J. SEE DETAILS FOR ADDITIONAL INSTALLATION Portland, OR 97202 I - REQUIREMENTS NOT LISTED ON THIS DRAWING. T(503)-236-8566 ACOUSTIC & AV CONSULTANT I ,,,„2 4x18 The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 ! El 1,: 1 _. SB I llI VAV - COST CONSULTANT _ . ( )t' E7 Construction Focus 740 Almaden St. N Eugene. OR 97402 L - T 541-686-2031 ii _ SA 10-400 TYP 4 EXPIRES: 12/31/19 - gull" limil ..1 I RA12x12 800 (('_,,,,, �� I TYP 2 � r�' LILA , ��, �+ OREGON ISA 1 O 36U = c _!_/j KEYED NOTES ti�� cN� I inmu► F SC ' I o 1 , 111E111 /vav[i20x18 I -. SD \ E8 c ‹ BUSINESS CL�SROOM `' I E11 N co i PI 'm--1. j() RA14X10 725 ; 0 N___ ;'SES TYP 2 I l fL-IIIIIK ; SA10-340 SA10-350 k TYP 3 • I d I t J r / I S.LLASS70M I■; iii i 1 E115 f 20x18 N i /VAV ) .- ,� \ E9 /#\ REVISIONS DATE SF • - - _ H I - RAW! �, ` N Nk N .411 RA10X10-725 1 CORK TYP 2 S E100B ' S1 CN :I� i G REBALANCE EXISTING r-- SB46X8-1130 — S2 I DIFFUSERS IN TEACHER �'P 3 FCU1L____ LOUNGE TO SERVE 125 ' �1 16 CFM EACH. FCU MDF :" TIGARD TUALATIN SCHOOL DISTRICT SG 0 ' I \ �• TIGARDH1GH ii .,t - 0 SCHOOL I .. lbP! H• .RS LOUNGE sA6-loo F\I1ODERNIZATKJN f_i ;! If E , I „� I 411) — -- RA12X12 750 i RA6x6-725 .--k, -.: .-'': . . - 9000 SW DURHAM RD. 'MONO0ITIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: 06/19/2018 I = Jurisdiction Stamp Area re 1 , I I 1 , ;j- GD -. ,IIJ HVACAMAIN ELEVEL - I n ... 'S . ■ CI) PROJECT NORTH N TRUE —' V I 4 . NORTH gl� w M2 . 32 MAIN FLOOR FLOOR PLAN HVAC- AREA El „$., = 11-0" 0SCALE: 118" = 1'-0" a" ■ ■ ■ ■ 0 8'-0" 16'-0" 24'-0" 32'-0" 0,--- 10� ( 1S 17 �S12)4 �S1 � { C6 �C� 13SHEET NOTESbassett! _ � . � � . � � . ,� A. DRAWINGS AND ROUTING INTENT ARE architects li DIAGRAMMATIC. CONTRACTOR TO SUBMIT FULLY COORDINATED SHOP DRAWINGS FOR ENGINEERING REVIEW PER SPECIFICATIONS. B. DUCTWORK SIZE SHALL MATCH DIFFUSER NECK CSIZE UNLESS OTHERWISE NOTED. 721 NW 9TH Ave, Suite 350 F�` ,3 C. DUCTWORK SIZE SHALL MATCH VAV BOX INLET Portland, Oregon 97209 I CONNECTION SIZES UNLESS OTHERWISE NOTED. D. 1"ACOUSTICAL LINER SHALL BE PROVIDED IN T (206) 340 9500 F (206) 340 9519 SHEET METAL DOWNSTREAM OF ALL VAV BOXES i FOR 5'. E. PROVIDE BALANCE DAMPERS AS REQUIRED TO ALLOW THEYSTEM S TO BE FULLY BALANCED CIVIL ENGINEER & LANDSCAPE ---._.._.. (WHETHERNOT E OR DAMPERS ARE SHOWN ON PLANS). THIS INCLUDES BUT IS NOT LIMITED TO Cardno MATCHLINE: SEE M2. 7 , F. ALL SUPPLY, RETURN, AND EXHAUST BRANCHES 6720 SW Macadam Ave Suite 200, PROVIDE CABLE OPERATED DAMPERS WITH Portland, OR 97219 R CONTROLLERS MOUNTED FLUSH IN CEILINGS T(503)-419-2500 . . di — � — � — 1 — — 11 � li — IP — w iw li , PIP - 4P — � � � — I1 � lbU+ i � II - rM.rl � � � �� WHEN DUCTWORK DISTRIBUTION ROUTES ABOVE HARD-LID CEILINGS -SEE STRUCTURAL ENGINEER 1 ARCHITECTURAL Catena Engineers G. PROVIDE ACCESS PANELS FOR INSTALLATION IN g WALLS AND CEILINGS, WHERE REQUIRED, TO 1500 NE Irving St., Suite 412 I(11814 , 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 & I CONTRACTOR FOR INSTALLATION. PLUMBING ENGINEER SA _ _ _ H. MECHANICAL CONTRACTOR TO DETERMINE Glumac H RIGHT/LEFT HAND CONTROL ENCLOSURE I' 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. I Portland, OR 97202 T(503)-236-8566 P ACOUSTIC & AV CONSULTANT I . The Greenbusch Group 1900 W. Nickerson St., Suite 201 I Seattle,WA 98119 Es�� T 206-378-0569 I t---. COST CONSULTANT CV- Construction Focus CIO 740 Almaden St. --' TE Eugene5416862, OR 03197402 Lu Lu u) Lu Z I EXPIRES: 12/31/19 PRO '�� ,ti•j N��.D FFff� OSA ZONE KEYED NOTES NO EXHAUST OR VE S CM) OREGON c'o '414?E-R .5\:1-," _9) - - 4 - -- I , i 1 0 ,.. _ i 6) I i / - Ii I , I I ell SE I iI 0 H 1 ASF CI IO1 REVISIONS DATE N 441k • i s S1 @i\- ___ , E 41210 S2 • SG TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH I -. - - . -. -- -.... - -. SCHOOL • ii ,( cli6J)I 0 MODERNIZATION I SH 9000 SW DURHAM RD. I - - - — — - 411111 TIGARD. OR. 97224 IJOB NO: 16992.00 ISSUE DATE: 06/19/2018 i Jurisdiction Stamp Area I 4mb imeli OM IIIIMMIP MO MEMO., MOB IMMMII UM a•Mo aMIP 41 IMP iiMe li MIIISIMt ft iffilmi , . .r . .... . ... WEI 1 .1M1 iMI inlil 41 10 40 1= , IMP . i . 1 IIINIMINIEND MO .II. D MATCHLINE: SEE 1 / M2.28 I I I HVAC ROOF PLAN - I - I w AREA El CO I PROJECT NORTH N6 TRUE ' V �— NORTH �,i 1 2 ROOF - FLOOR PLAN - HVAC- AREA El UJ0... M2 . 33 0SCALE: 118" = 1'-0" 1/8" = 1'-O" Ct 0 8' - 0" 16'-0" 24'-0" 32'-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 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. 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LE1/►"��I3.yiii` , %�r 1 1 ♦♦AAAA♦♦♦�♦♦♦� a �■ ►♦♦AAAA♦!♦♦�►♦♦ ' CF _ -_ r w�3 ♦♦♦!!♦♦♦!!♦!♦ I1 ♦♦♦!♦`♦!♦♦♦!♦ iI - A,�, ♦♦♦♦♦♦♦♦♦♦!♦♦ SSA • • - _.. - - . - ENTR - . .—_ ___— I w,DD r � r1 !:- • Q LO9,L,LYI; TTita ! Ise ell T CIONGESSl.'.Y' �� } 1 ii • • ' M SB :..- I I SAFE �` I I I 1w,nc ' _...t _ II r A -- STORAGE lI HEALTH ------.._._ .. !W11F 1 I 1 T , 41 15 Wi14 I W2EH , np�F'C6 . 11641.4m1 _. _�_ a STAIR O7 STURAG .• - &Ap .. . STDT-, WYJ 92/24 .. F` iiiiiirli SD .....�.WA�MDS in, 1 .....)46..7.46„16.1,,, .. • F 1 0 WEIGHTS I --- - - 1 1 IIIL- I AE10B1CS *IL. i W 2a25 SFS 1 1 W005 t 1 1r — ; _ 1 1� C N- - —. _ , G SG 1 ..., r 1 _ 0 . ... CORK -_ mill: 1 '11. --_. - • --- _ • STAlR 08 2 W2626 .. `... -„_. 1 8-11 Y ®— —044—____.' i .„ sir , ./. =Pima,IMP/ 41011 ,�= w763 NEN d _ — REVISIONS DATE --.:417-..: _ _ _ . - -Orr • w.m...---. 1 . .z. N 05 DSTAIR I lai , I B SM Ili ILIV1:1110.4 Ic:.rr�L • , o oe 1a� —— T Jam. rI - - , . , --_ .17;.1---,-z .1 x20. 6 ICi - �$iJ so 1 411 OD 40 411140 4111 OD 411111111 IS GB .___ , • I C .-'DCII C..A R DM C7MLJT� ...NICE � 2G J- 5 04 5 . I `!, TIGARD TUALATIN SCHOOL DISTRICT S — SP — I 1-- — T - - r I,:. a TIGARD HIGH , 1 , ' , pmminaloim ' - ' ' lim• ' - an IMMINIHIMIMIMMINDIMIIIMINIIIIIII .. I i1 I. - .--- -- --- —I . , , , 1 . SCHOOL 1 SQ Ir - i , � MODERNIZATION • 14 ODD 10 918 CI6el 4 11 • 11 i I PRESf]IE7DL CHRO CARE I I � . ! EARLY CHILD CARE 9000 SW DURHAM RD. I 702 i I7DD • TIGARD, R 97224 ' L 1 I JOB NO: 16992.00 iI 1 ISSUE DATE: 06/19/2018 II In 41110 al.all Jurisdiction Stamp Area • • i- .___ -.._..--....-- -_-_--....—..___ • ^ • CHILD CARE • ( SI�f fs S3 S4 �S5 S6� 0S8 I S9 (S10S11) (S12) (S12S14) � / SCHOOL BASED HEALTH `.CHOOi RASED HFAL'le / �/ \ l� / ',I CENTER CENTER �/ �I �f • I E72 I 1 E71 I CHILD CARE '.I 1 700 1 ,=_ ------ ___ —- - ._- MECHANICAL w SYSTEMS MAIN (...o LEVEL COMPOSITE MAIN FLOOR - FLOOR PLAN - SYSTEMS PROJECT NORTH N TRUE .....-- 41 ~ 0SCALE: 1132” = 1' [J'I �, NORTH �,� '. ct w iviz1 . 12 1132" = 1'-O" LU ■ ■ ■ ■ , 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 AI CIVIL ENGINEER & LANDSCAPE NA EN V Lv._ I NOT N SCOPE Cardno 6720 SW Macadam Ave Suite 200, / �. / / r Portland, OR 97219 T(503)-419-2500 \ �\ C3 �t , N IN 1614 STRUCTURAL ENGINEER ND Catena Engineers \N 2 - 1500 NE Irving St., Suite 412 N E i� y T(503)467 4980 32 4. • \'-s., ' C4 MECHANICAL ELECTRICAL & Is . .. -,..„ .. iiii:ry% •y, � *.1, PLUMBING ENGINEER ;1'1 St; • Glumac • :_ N\,,,k,.. '...--N N 900 5W Fifth Ave., Suite 1600 4',,,, ____\ y ',�� % . * \ �} Portland, OR 97204 4ttl ��' T(503)-227-5280 -'' %44:11P1r '' 1174 4 _kik- s, ��=%\ - I , 7- ---, IN 11) FOOD SERVICE CONSULTANT sV y , L/ �� Webb Foodservice Design, ,..., • : . 4.0. ,,, . ./4 Ni3) ,; I_ / / �� Portland, OR 97202 � T(503)-236-8565 % .4Flitt- -- ��` 44:# ACOUSTIC &AV CONSULTANT �� At ! �.i� , \ The Greenbusch Group � ' �1• 1900 W. Nickerson St., Suite 201 r �� „� , St1 ,�;:�� i � // Seattle, WA 98119 Y \\ ; I �. rs.� k �/ . \moi F \ __ *-4111‘.. 1' Y 1` • �' 0/hlk �, �'� -i T 206-378-0569 CA — � _ St S CONSULTANT al i P COT ONSUL CB - - - Cg Construction Focus _� I V' II IN 1 .� 740 Almaden St. Eugene, OR 97402 a- \ � T 541-686-2031 • ei)_ _ -- - -- . P. . impoom ans dm umum ilmorom imp ., ag Cg 4) ag Q ,�T yam, \O PROT ` \ / i i EXPIRES: 12/31/19 \ / _ 9Q 4, y a\ 0 � X I v� OREGON O � 0 0 0 1 ; � � � �� CE i , °s�'` i-• C_F)1 I 1 R II IP IMO 7 =II . MIt iNIM illdEl 1P I i .10 4 - C 1 - I _ _{4_,J --- Q I P SB -- • I5 E.. il1 L___________... 1 . . , a 1 0_,,_. SD 1 - - SE — i J l 1 I ____:j C N\_I] 1 , 1 0 0 i---- , • • • , I] I — L fa - ` ~ ,--- -.L-1------1,----1-- , J 1 I I I i . i �I� /#\ REVISIONS DATE � �I ;� _ .,..... � � _ _ L.. .._ � � _ � ... 1�_ � D I—) 1 SMillIllk--- CZ) �' • I - _. h - BB i E i � ' I S1 El SN E • - ■ S2 I iil1 ' I. 1 I I . 1 . li r FUGFO T I � 1 SP fij - H _ _-- - TIGARD TUALATIN SCHOOL DISTRICT I I I •A , , . TIARD HIGH 7 , _ ____ - —I . , , SCHOOL SQ1 L : , II , • MODERNIZATION , . . • 14 13) 1 0 9 8 $ 7 6 5 $ 4 3a • 1 il , 9000 SW DURHAM RD. -_ ' TIGARD, OR. 97224 JOB NO: 16992.00 I i ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area • E1 /y\ �\ / \//\� S 01) \S,55 S6 S7. 18 9.2 (S10)S11) (S1ZS14) MECHANICAL UPPER LEVEL - FLOOR PLAN - SYSTEMS ww SYSTEMS UPPER 0SCALE: 1132”= �-0' LEVEL NORTH PROJECT NORTH N TRUE l C~C COMPOSITE VI NORTH C Et MZ1 . 14 1/32" = 1'-0" U-J ■ ■ ■ ■ — IL ■ ■ ■ ■ on o 32'- 0" 64'-0" 96'-0" 128'-0" . ,♦ \ ;% OFFICE C4 SHEET NOTES 711 ♦e -'1 A105 1 / %%;" 0 ��♦ ` A. CONTROLS CONTRACTOR SHALLL SUBMIT FINAL (50 CFM) Al ♦♦% ,� C C6 PROPOSED LOCATION OF ALL SENSORS FOR ARCH. ♦� REVIEW. VAULT . . ♦ ` 8 B. DIV 26 SHALL PROVIDE OCCUPANCY SENSORS WITH basset* (50 CFM) A110Bs/ ' ,,,� OFFICE ♦ AUX. CONTACTS FOR DIV 23 USE. RESET /� * - A104 architects (50 CFM) PAImi..., ,, TEMPERATURES 2 DEGREES BELOW HEATING (50 CFM) }� , , ?,�, /I ♦ SETPOINT AND 2 DEGREES ABOVE COOLING SETPOINT (50 CFM) ��l , , f;/ WHEN SPACE IS NOT OCCUPIED FOR(15) MINUTES . N BOOK KEEPER I ♦ ,lam C. BAS CONTRACTOR SHALL PROVIDE CO2 AND �+ / ,-I PRINCIPAL ♦ TEMPERATURE SENSORS. MOUNT ALL SENSORS @ 46" 721 NW 9TH Ave, Suite 350 '(50 CFM) A110 , % A103Portland, Oregon 97209 A.F.F. PER TTSD STANDARDS. MOUNT SENSORS IS9 ' � � 17,.% ,• o CLEAN ORGANIZED ROW, 3"APART. T (206) 340 9500 F (206) 340 9519 ' , / :4 / / ♦, D. TS(TEMPERATURE SENSOR)-WALL PLATE WINO (50 CFM) • / / / �- OCCUPANT CONTROL IIIINb �° � ,♦ D C7 E. T(THERMOSTAT) LED PANEL WITH USER ADJUSTABLE r ♦ , ♦ 1 INT LOCK USER ADJUSTABILITY TO 2 DEGREES CIVIL ENGINEER & LANDSCAPE N D / �♦♦ / ♦, i♦ / / ♦, �� ABOVE AND BELOW THE ZONE SETPOINT AS Cardno % ♦ ,v ♦6 0 DETERMINED BY THE BAS. RESET TO BAS SETPOINT 6720 SW Macadam Ave Suite 200, ♦ CONF EACH NIGHT. Portland, OR 97219 ELEVATOR MACHINE • II 5 % ♦ 4 �` A102 / T(503)-419-2500 ROOM / O ASST. V 1♦ N114 ` I ♦ I A112 1 ?lb ., � 5 \\ / STRUCTURAL ENGINEER ELEV 01; /4, / ` /i Ilb � Catena Engineers I EL / ` ♦ / / ' O 1500 NE Irving St., Suite 412 EL 01 x / Portland, OR 97232 0 • , , 5 i` 5 T(503)-467-4980 C2 �� I/ �� ♦% / SRO ,, ` A101 :I r MECHANICAL ELECTRICAL & ♦ 4 + . 4 0 I \ PLUMBING ENGINEER (50 CFM) 7ill I —SS % Glumac COOLER ♦, , W RECEPTION �` - 0 900 SW Fifth Ave., Suite 1600 W108H , / /ATTENDANCE ♦ Portland, OR 97204 t / --..,,� ♦, / A100 \ IN 1 T(503)-227-5280 \NE7 j / �,` �` FOOD SERVICE CONSULTANT I / COMMONS ALCOVE ,, \ r o Webb Foodservice Design / ,%% WAITING / ' - 3700 SE Lafayette Ct. ' W105B ,♦ A100A ; Portland, OR 97202 • / ' ,♦, i , / i T(503)-236-8566 V, (1 CFM) ♦,♦ /5%% � /r ACOUSTIC & AV CONSULTANT / ,!♦ + -%' mi.. --- / i The Greenbusch Group ,% , // , \ 1900 W. Nickerson St. Suite 201 ...as �___�______��____�__________ �♦ / Seattle,WA 98119 SCA .- - �_____ �______________iTi -_________l • — -- ♦� / ,, , •�� T 206-378-0569 1 W 105A 1 / 1 1 ♦ 1 ♦ I �` COST CONSULTANT 11 I 11 ENTR1 VEST. ♦ Construction Focus N100A v \ NA40Almaden St.1 IL_ 1 1 ://// Eugene, OR97402 {11 \ T 541 686 2031 II 1 1 \ STAIR 01 • ' \ . — _ _ _ — —. `-.� — �yi 01 1 C C r�II I — B EXPIRES. 1237X19 1 vI I 1 �o 'oF11 \, �`��,; NEF %II 1II LEAR INCSTAIR 11 �` CC3 q 11I I „ I j/ \� ,` � OREGON ,�IIII OBBY If1 .? v0�F� R 3,ti� ��`� 1 I ti� c„ I. I q M. 111DMIMPINDMMIHIMIIMM4011111 OD IMP—ille OD- 11•1 IND MI WI 11/00 alb 411M1 MI!MI EM 11 �________' ___—. ........41 , dr/ \\ C1 11 I ...... 1 I (AVERAGE SENSORS) 3�f•0 I I WOwan R II �1 I1 1 1 1 111•_____r,.I , iI i i °4— — — — --- CC — 1 1 1\\ I a 1 1 ------- I I I 1 1 � 1 - I I 11 ti_�, . 111 NSELING I 11 1TUDENT RECORDS E101 1 .. I1 I 1 E111 I 1 \illIi ___________.9 I I 1 1 I------IS ' - _.._________Ea 1 1•1 I r___ , , I 00 ' I I I . 1 I I CONF. ALTERNATE: (NATURAL VENTILATION MODE) COMMONS I ;,E110 f , 11 ___ W105 I 5 ,I:. WAITING ! a I E101A CD - _ -- - -- CD _ ____+� - _ Ii __ ___ . 1 1 I 1s 11 1 1 I I I \ :� Q I } 1 /1 I I II I ! 11 11 1 I 1I I P.__ fi II I I FLEX OFFICE U 1. / '\ REVISIONS DATE E109 __--- I il 11 1 1 _ . I; _ I I 1 •II. , r' 4' '__ _ ,I er_w■r_+■r_ N f ____, I7 1 11 ELEC I I 1 Si 15 OFFICE I 11 1 --W 107 I 1• ` E102 I iN2 II 1 I I OFFICE II 111/ I 11 6 _ 1 11' :lir II 1 (AVERAGE SENSORS) 1 1 - ,' 'ISTOR. `_ 1 1 � 1 1 W102A L__ 1 I I 1 i S1 El Iii ('CE 1 I 1 II I =.- E2 CE __ II___ ___� I 5 OFFICE - + OFFICE ___ I E107 I II E103 1 -- — 11 I ' I 1 I O I I 1 1 11 LI 1 S2 I I I : . . GRABN4I1 __ 11 1 I 1 W10611 1 1 1 15 1 1 I ' IICORR I I _-. TIGARD TUALATIN SCHOOL DISTRICT 1 1.1 II 1 1 ' I 1 1 OFFICE 11 E101B OFFICE I I 1 1 1 E106 II II E104 ] I i - TIGARDHIGH I I 15 `_ _______ar__J I I a•zizz..1r_, i IS , eararkiiimistomusepoo i , .. SCHOOL [ 1 sI I I 1 °• I IMODERNIZATION 1 11 CORR I I 1 1 I . I CORR _ .. - - - II W101C BOYS rr� 5 I I I : ' I W101A W103 I I. o ! I 1 (100 CFM) - 1 1 9000 SW DURHAM RD. �-+ 1 1 C F - - - - 1 I C - - I 1 TIGARD, OR.97224 II 0I 1 (100 CFM) i I I ' - CAREER CENTER is JOB N0 16992.00 1 I I `' I I 1 _ . E105 1 1` ISSUE DATE. 06/19/2018 To I l I GIMLS I -- ALTERNATE:NATURAL VENTILATION GREEN I , I Jurisdiction Stamp Area W1 1 LIGHT/RED LIGHT OVERRIDE BUTTON I 1 I IIL 0 ALTERNATE:NATURAL VENTILATION GREEN LIGHT/RED FEATURE LIGHT-BAS TO COMMUNICATE WITH I 1 I ___ __ - 743 ,1 LOCAL LIGHTING CONTROL SYSTEM TO CONTROL LIGHT. SEE 1 L_-_________..__j R 1 _ ---- j ` --___________ LIGHTING PLANS FOR LIGHT DESIGN. _ . muL L____,ILri. . r. .... . .. L__i 11111 el _______—_—_Mit I LE I 1 CORRIDOR -1 I Al I I 1 / 1 E 100AI 01 M5.01 1 I I I I I I l i . 1 (look/ I I1 I1 1, I , I `________ _____________________________r _r - - - - 11 1 Irn -, __ . 1 MECHANICAL MAIN SA 1 SSA) ��'� ;— ,r. I > T _ _ 1 - \ , - I - - - �Q�I \ • , li = _ — ��- ,� 1— LEVEL - AREA N 1 ENTRY i -- - " l I � �' — 0 1 11 w W100 1 I i;llrELEVATOR ' ` w LOBBY - 1=LECTAL _sem I iI W03B I 1 I W101 Wo©1 _Y I� II /�i (- 5 PROJECT NORTH N TRUE V I 1 1 I co f� NORTH C I 14 Ei3 , 44100 Ct W MZ2 . 13 1/8" = 11-0" FLOOR PLAN - ZONING - AREA N1 WEST0 MAIN FLOOR - FLOOR PLAN - ZONING - ARE N1 SCALE: 118" = 1'-0" SCALE: 118" = 1'-0" 0 8'-0" 16'-0" 24'-0" 32'-0" f N 1) SHEET NOTES N3 A. CONTROLS CONTRACTOR SHALLL SUBMIT FINAL PROPOSED LOCATION OF ALL SENSORS FOR ARCH. bassetti , 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 WHEN 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 @ 46" T (206) 340 9500 F (206) 340 9519 A.F.F. PER TTSD STANDARDS. MOUNT SENSORS IS N4 CLEAN ORGANIZED ROW, 3"APART. °k e D. TS(TEMPERATURE SENSOR)-WALL PLATE W/NO ` ,,t,-,,,-,,' ms OCCUPANT CONTROL / ��Z*-,'-,'-.: E. T (THERMOSTAT)- LED PANEL WITH USER ADJUSTABLE Ca�rdnoNGfNEER & LANDSCAPE INTERFACE. LOCK USER ADJUSTABILITY TO 2 DEGREES ABOVE AND BELOW THE ZONE SETPOINT AS 6720 SW Macadam Ave Suite 200. e � , •, Portland, OR 97219 � ��e`e .e e .7� ems. r , DETERMINED BY THE BAS. RESET TO BAS SETPOINT T(503)-419-2500 /- :' ' .�` 1 ' " ", ♦ EACH NIGHT. `; , STRUCTURAL ENGINEER Catena gineers �' �/ ' fR 02 I 5♦ 1500 NE Irving St., Suite 412 `TD2 , Portland, OR 97232 ,� N 5� T(503)-467-4980 A ♦, S MECHANICAL ELECTRICAL & �� PLUMBING ENGINEER Glumac '�,� I rI •, 900 SW Fifth Ave., Suite 1600 P v� II • (C1-', C2 C3 ortlan d, OR 97204 �� '' If ♦♦ ; % T(503)-227-5280 l ;�4 O� I ♦ FOOD SERVICE CONSULTANT • �.-'♦ II ♦ • Webb Foodservice Design *), / ~ lab% I , • i 37Po0 and OR 972020 SE Lafayette t „ Af.f VEST , , ,I , T(503)-236-8566 �I ,♦ II ,, ACOUSTIC & AV CONSULTANT I 5• II 7� The Greenbusch Group CE2 • /I • 1900 W. Nickerson St., Suite 201 I N106 • CLASSROOM I S. Seattle, WA 98119 • %� , ♦ ,I N105 ,, •, T 206-378-0569 / / ♦♦ I/ II ♦• / / �` �I • N2 COST CONSULTANT 4 •�♦ �� ♦♦ A Construction Focus 740 Almaden St. / %400% � o ♦�• ��0 I I •• I ,, Eugene, OR 97402 S s Q� ♦•,114** I •, I • \ T 541-686-2031 I tif.. ," % / I IkA (50 CFM) w• %♦ g \ EXPIRES: 12/31/18 IMEETING y ,�•,♦ , %,•,, I CLASSROOM , I �• kDRaf f' N 107A I ,`% I •♦••� v N 1 a4 , ' , •,♦ \� \5��`aG I N fF `,>- �, , TOILET , `�• I / i I • �� OFF II N1a7E )1%%%%11 �•♦ , /III 0 , / %• �. N1a7B ♦ IS / ♦ • �., Self / OFFICE Vn OREGON . ! ♦ ♦ IDF , , . T 4` A107 %f , `�45, � R 3.%' .k.. + ' , ♦ � ♦ , BK RM!WORK •♦ ♦ y0A M. GN \ f 0 ,, „ O Ik N108 II ••• ♦,�;• I / ' I A108 •% ,, • / II144• I� • •.� ••S I I ri►� 1 '�• I II • %. ♦ �' ♦ /I I j • v IP% ♦ % w ♦ %%%%4007, OFFICE ''''> • OFFICE �I TEACHING KITCHEN , , ♦ ,• /I •,♦ II A106 j \.� :♦ N107C N107D �I II ♦ / • wi ♦• II ♦ �Y r , V /1 '''-''' 5 1 • ♦ II ��. % • coRR I/ • ♦ r ,15 ♦ CORR. • �` ELEC 1 N101B ♦ • ; TOILET ' ,•, /, A100B � ♦• —. ' 47I /�►IER EOMT , • it + •• OFFICE `., N109 ♦ •♦ Nipm I ♦ • ♦ A105 "\\ ,� /I N110C ♦♦ • `,♦ TOILET ••�I �w•♦ II II %S (50 CFM) ♦•� N1 i7 gt MAIL ,' •, �. , II /I • •• ♦ , TOILET .. A109 _1 / / / / // ♦ • •♦♦ 1 Niri s ,'t AULT I/ I �, • I ♦ • (50 CFM) •♦� �� /' A110B INKLER RIS ' ♦ (50 CFM) •♦• / ,I. / N110B `• I II •b�0 CFM) / ♦• 0 / / / • I •♦ ♦ 50 CFM) ` , ♦ > ♦,♦, ( ♦; BOOK K' PER , / , I • 50 CFM) �NG` A110 / OFFICE • • If / Ti '` r N110A �' /r • BOYS ♦ ♦ ♦•♦ ♦ / / r N11f1 !(55 •,•� (50 CFM) •%—Ail/ ir , ' ii ' rig GIRLS N112 ♦ ♦ ' 1 ICD, • / • ' CUSTODIAL �� CUSTODIAL II / ' i 11 ' i V / N110 N113 TOR MAC * /I ROOM r.,, • ' i, N114 i' `. ' �� ELEV 01 ,• / 4' 1 • E 01- / —moi—!!! .l DRY STORAGE / "-� •1.--, OFFICE W108F.. , �'. �'. II / ! W108c ` # REVISIONS DATE r TOI�_,� / . , _L_VV1 lip , / (50 CF R EEZER COOLER , N 1 imaiiiipNEST. I- ' L OD IMOD GIP OD F•' W EEE „. / W108H i 1 N1 ' �I 0 f • • / 1 ` / ♦ice ,; / 1 / % :. / , S1 E1 / ♦ E2 1 �--- v )/ I r 0 / (1 CFM) S2 1 I KITCHEN 0 1 W1088 __ 1-- 0. _ r Sr — TIGARD TUALATIN SCHOOL DISTRICT 1 it -------------� 1 TIGARD HIGH 1 li SCHOOL Il T MODERNIZATION i I11 9000 SW DURHAM RD. ,.__... .__._..-�-,_..--_ - -__-..-- - TIGARD. R 97224 _ = J08 NO: 16992.00 _ _ ---- _ - - — -- - _ -- 11 ISSUE DATE 06/19/2018 • rJurisdiction Stamp Area 108A I _ _– -- - _ -- - - - - -_ -..._... — _ -- --- - 1 11 I Ii •-• 1! I MECHANICAL MAIN w LEVEL - AREA N2 F- PROJECT NORTH N TRUE ' V NORTH 4\ „ _ , ,� w MZ2 . 14 0 MAIN FLOOR - FLOOR PLAN - ZONING - AREA N2 118Weelt%ni _ 1 _° SCALE: 118" = 1'-0" 0 8'- 0" 16'- 0" 24'- 0" 32'- 0" (11-97 N 7 � � QNB C4 iC6„....,,..,....,,,,,,:/„:/,_._,/,/ N8 N SHEET NOTES > A. CONTROLS CONTRACTOR SHALLL SUBMIT FINAL i' PROPOSED LOCATION OF ALL SENSORS FOR ARCH. REVIEW. - \ I I B. DIV 26 SHALL PROVIDE OCCUPANCY SENSORS WITH .,„, , bassetti • I TEMPERATURES 2 DEGREES BEAUX. CONTACTS FOR DIV 23 L OW HEATING RESET architects SETPOINT AND 2 DEGREES ABOVE COOLING SETPOINT WHEN SPACE IS NOT OCCUPIED FOR(15) MINUTES . 1\ / i / C. BAS CONTRACTOR SHALL PROVIDE CO2 AND (6* , /' TEMPERATURE SENSORS. MOUNT ALL SENSORS @ 46" 721 NW 9TH Ave, Suite 350 A.F.F. PER TTSD STANDARDS. MOUNT SENSORS IS Portland, Oregon 97209 > / CLEAN ORGANIZED ROW, -3"APART. T (206) 340 9500 F (206) 340 9519(50 CFM) ` D. TS(TEMPERATURE SENSOR)-WALL PLATE WINO ;; � , OCCUPANT CONTROL S:::: :--,., / E. T(THERMOSTAT) LED PANEL WITH USER ADJUSTABLE NC { N20 `` IN 1 1 INTERFACE. LOCK USER ADJUSTABILITY TO 2 DEGREES CIVIL ENGINEER & LANDSCAPE (50 CFM) ABOVE AND BELOW THE ZONE SETPOINT AS Cardno ' / 6720 SW Macadam Ave Suite 200, - ii. _ � DETERMINED BY THE BAS. RESET TO BAS SETPOINT ,, ' /1-/--11/ ' EACH NIGHT. T(503)-419-2500 Portland, OR 19 50 CFM) C7` r STRUCTURAL ENGINEER N D I )^ ♦ CLASSROOM /, a IN 0) Catena Engineers N262 { I �/ 1500 NE IrvingSt. Suite 412 \� % , , % ` ,% • •/Pt ' / \ �. Portland, OR 97232 ,,7 ` \ T(503)467 4980 I40) , ♦ MECHANICAL ELECTRICAL & �/ „I. , ' . ' � � / PLUMBING ENGINEER t•; ',,.i 414% • ' / ♦, % _ Glumac 900 SW Fifth Ave., Suite 1600 I \ Portland, OR 97204 / T(503)-227-5280 l �►� `"�•,, / ��v / EOOD SERVICE CONSULTANT / ♦ % C.F.A.SSFIC,T \ / �� Webb Foodservice Design '... ... (14 j Nz1a I / , ,, � N2° , � 37D0SELafa}lette #., , ,,�.. I \ / 1\113) Portland, OR 97202 "�� / v ` ` v. \_ / T(503)-236-8566 % 0 / % ' NE , I , �! / / y® � ACOUSTIC & AV CONSULTANT E�� / The Greenbusch Group I — N216 1 vvE�cnMtiloNs ,� ,!' / ° ` 1900 W. Nickerson St., Suite 201 N200C1 % \ \ Seattle.WA 98119 \ �, �, , / / \ \�\ T 206-378-0569 �h � % ,,T,� I • ,� ' �. COST CONSULTANT �� • /�/ i Construction Focus :-.,..,.,, / ., 740 Almaden St. @i° -1/4 .1--Nobimanimmommmommommommimmqp u-imp_imakimpip al — -- �� /� Eugene, R 97402 T 541-686-2031 1 gI • ! , / \ •-. ,:i EXPIRES: 12/31/19 _ I I I ; NA cc:o PRo f I I I I I 90 �� \tee-�( ,' / • \ -. - _ - - ,I J .`57°1-1 R�.�� /•r / '-.. % OREGONyR C t 1 s \ R Ip l IFARNING STAIR I , , \��\ C V \ '�, / ;Y 11 , walc I �a�� / ' `\` iiI Iz I \ 'ti �` I 41 , , / --- '' o • ql�j , „, , .1r-- \� 1 %J 1 . r p-.. C / III 7, jisL_1.LI / / C — / / / / 1 I / I � 1 II /1 _ _ *FF _ _ I, _ c i-1, _ I �� '•_�_, cy , .— 7 .. I . - I )-:-: _ I j , / - ` (_�. J x� \ f A f,.., /0 (.�� 6 I • I II / I ,_. '7,i____r—: j 1— ' l -7-cam} (-i � ) \—\) c" � .\ (- 1:) �'Y1— I ,i,) ( �-' ) / \ I 1 r-), '1 ( ) ( /\ \ \ \) `` . I . C❑ IC.l - REVISIONS DATE . • I • I ?''''''Ar, N . - -,, 1 . „ ._,.,i , , , , ;\ t I ) i I ;� , , -1 �, a , �� 1 N 2 I. i✓ 1 I 1 S1 E1 ) � ;_ } ,_�_1) ( _ ) E 2 • )--- , . • — I' TIGARD TUALATIN SCHOOL DISTRICT —. -- I . 1 . cy , ',i--) .___,, '. �` '� -� � — V.' a TIGARDHIGH GRA&N�G , l 1 W 108 ci 1 SCHOOL I , . , I ..__., ,._, , ,__, ,. , , • • ,I, MODERNIZATION , (9._. ,_,D • , , , ',,,___).-,-...._,,,• (7,2-, FQ • \_ ).j Liy )1) • ,1 I��, x�' i ,I ,). ,L 0, n C1 :, I! I 9000 SW DURHAM RD. TIGARD, OR. 97224 / _ } �� :,1 \} a JOB NO: 16992.00 • ISSUE DATE 06/19/2018 t. j,"--'f1 I 1 ;'JA Il. -- ,,�' . _ � _�: - ).,___/ I / Jurisdiction Stamp Area CF • • I ' I.:. _1.1, I Illt i 1 ;I 11 \ i--- i .. 1 ,1._ 4,-. 1 i, i _.�. l..r — j I / r I!1 \R\ — , •I „ ' ' ' 1 • I/ IMI ll --t "1-- 10.M.M. ear 7r, imo imob um, ob am alms IMO MilliMIND 4F il il 1 =1 it itiltill It ifirtinta 111111111 Mitt ft IMINIMIND OM titlelli 1=1 11 4M0 .1 MECHANICAL d 1 I 1/ L° °� �- UPPER LEVEL - M5.01 I , i I ' w 1 1 co AREA N1 CH 1 __ —•=d — -- _ I =1I N 4/ 1- i A I PROJECT NORTH TRUE I L (411k TRUE tel` EI1 0 C Go (-10 ., _118 - -0 1 ,� astir C MZ2 . 15 \—\ Ci) UPPER LEVEL - FLOOR PLAN - ZONING - AREA Ni leele615"-e!li 'li SCALE: 1I8”= 1-0" 0 8'-0" 16'-0" 24'- 0" 32' 0" N' N3 CC SHEET NOTES - A. CONTROLS CONTRACTOR SHALLL SUBMIT FINAL PROPOSED LOCATION OF ALL SENSORS FOR ARCH. tias1s'etti / REVIEW. /`/IJIJ 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 -` WHEN 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 @ 46" ..,_ i:, \ A.F.F. PER TTSD STANDARDS. MOUNT SENSORS IS T (206) 340 9500 F (206) 340 9519 /1 CLEAN ORGANIZED ROW, -3 APART. � / ;/ /, D. TS(TEMPERATURE SENSOR) WALL PLATE Wl NO /2 �' Com. /' / OCCUPANT CONTROL s� E. T(THERMOSTAT)- LED PANEL WITH USER ADJUSTABLE CIVIL ENGINEER & LANDSCAPE / ' "' INTERFACE. LOCK USER ADJUSTABILITY TO 2 DEGREES Cardno ' a , ABOVE AND BELOW THE ZONE SETPOINT AS 6720 SW Macadam Ave Suite 200, \ / / / DETERMINED BY THE BAS. RESET TO BAS SETPOINT Portland, OR 97219 �� / T(503)-419-2500 �� r,,, / / / -,` EACH NIGHT. / / • > N5 STRUCTURAL ENGINEER , , 1570221 / / 4 , •. KEYED N OTES n Catena Engineers >. �+ 6 1500 NE Irving St., Suite 412 l A i/ A , C� C2 C3� �N / Portland, OR 97232 // :�� T(503)-467-4980 ♦ ;. J / �//.g; Off' +/ ► �� MECHANICAL ELECTRICAL & / I ♦ /,� , .Y • PLUMBING ENGINEER / I ,♦ /v i \ Glumac ,� ', � :„. ,.� 900 SW Fifth Ave., Suite 1600 Q ♦ .. .. Portland, OR 97204 •Z•.„,,,, ♦ -`� /� • '\ T(503)-227-5280 NE ;. I ♦ ♦ / , I S ♦ ♦♦ / FOOD SERVICE CONSULTANT ♦ ♦ Webb Foodservice Design O , ♦ ♦ ,♦ A i 3700 SE Lafayette Ct. /• , FrMrc ♦ ♦ ♦ , /,!C• / Portland, OR 97202 I l dit► ♦ , ,'� �. / T(503)-236-8566 ,, ♦ ♦ ,♦ I C ASSRCOR" / ♦ ♦ ♦ ' ACOUSTIC & AV CONSULTANT �4 I The Greenbusch Group '/ . '9i �__ L. / • . ♦ ♦ ♦, z;000000/19 \ /�/ / 1900 W. Nickerson St., Suite 201 111 ' ,� / Seattle.WA T 206 378 069119 / ��♦ / ♦♦ ♦° ♦ y / ...„,,i I CLA55ROOM , > /�/ �� N II ,♦ � ' / COST CONSULTANT ' , A. ' ` J ♦ Construction Focus i'' `� / , ,♦ ,♦ , I / 740 Almaden St. i�� /f , . r `'/� 416 ��s , , ,♦ / / Eugene, OR 97402 / ♦ ,♦ ♦ f / T 541-686-2031 %11111 ch,ssRoom C -,-_,:. ,/_k -' , .,,• „. ,. , ., , ` ,♦ ♦ ` ! wzu J : �� \ / EXPIRES: 12/31/19 / I .,.., .� p ......, ,...._ ♦ / GI ,,, • �., s ��-- ROOM ♦ ♦ ��`411116 C.` 4) qb e N.210 iime4, , % ' %. % % / .411111F +L r % ♦ ♦ \ �� OREGON `\\\ , f4-r;.Y 71Y�♦ ,PP ♦ -wa♦ ♦ • CLASSROOM 14'\ On 1f4vC r.l� ak ♦ ♦ ♦♦ �, I �. yUA M. GAF' / ,♦ ♦ Off' / �., ,,vir- o ,_ •♦ . ---719 /if - --N, 5% qbqb ". ,, r. o'.. A I ♦♦ ♦♦/7 ,,, abh 14O. - If %- % ♦ '1 / "Nib / ;.ems - I i ♦ • ♦ if / CORR ,• ♦ .. , ' i 20oa bqb qb \ , \iE a7 / • ffrlim -�� :.ROOM - \ �" \� , �, \, ' Off' / ' . ' % ' i ,rnit' I jib' -- 00 ,,-.7,-. ' 'lb • 44,4„, - %. ' s--: , - - "NI -� ip. A . I • • % •-• • / ; -•� I .77 0 OEM) 1 rilk-, s i fT, i. •.... • •. .44. * jib I 1 , -, -we., % 11447% - / ® , 50 CFM) ♦ , •.. , . -, 101 / • � ft . - : 41%p,i, "": , /, Q ..„.....„,,,,,c. ..,4,- iiira.444: % ,. m GIRLS / / 'N"....,,,,.... ah, ,....„ . , 41,.... , /4/41414144 I. 4,,.. . 44„, 0 ` i MECH , N214 ' /'/ 1110 / VEST. `,� • Ns/ ', I N215 / iwioeo/ ;:// l • / I.oji # REVISIONS DATE • , , —5 0 • / / \ `,. .5 0 N 12) ELEC / N 1 i .,. / -� _ral / O t T N2S� ♦ I t 1 / S1 E1 ,� .. E2 @ ,1:1.._ ; i--_ I I TIGARD TUALATIN SCHOOL DISTRICT 1 Y IW165TIGARD HIGH • W108 1 rc-i - - I SCHOOL , ._____ 1 MODERNIZATION 1, \ 1 9000 SW DURHAM RD. TIGARD, OR. 97224 I JOB NO: 16992.00 ISSUE DA 06/19/2018 Jurisdiction Stamp Area I 4111 , I I MECHANICAL w UPPER LEVEL - CO AREA N2 N 0 UPPER LEVEL - FLOOR PLAN - ZONING - AREA N2 PROJECT NORTH �, NORTH N I_SALE: „8' 1.-0" �� CCF'vl Z2 . 16 Ill 1132" = 1'-0" ■ ■ ■ ■ ■ ■ ■ ■ 0 32'-0" 64'-0" 96'-0" 128'-0" SHEET NOTES A. CONTROLS CONTRACTOR SHALLL SUBMIT FINAL asse�`LI .. 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 — CLEAN ORGANIZED ROW, 3"APART. S2 @, S3.2 S4 �SJ ' 0S6 IS7 S7� S$ /S9 9 �S'� �, D. TS(TEMPERATURE SENSOR) WALL PLATE WI NOCIVIL ENGINEER & LANDSCAPE SOCCUPANT CONTROL Cardno �� \ �� \ • \ �� 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)-419-2500 • • DETERMINED BY THE BAS. RESET TO BAS SETPOINT STRUCTURAL ENGINEER EACH NIGHT. . Catena Engineers 1500 NE Irving St., Suite 412 • Portland, OR 97232 I • • T(503)-467-4980 MECHANICAL ELECTRICAL & i . • PLUMBING ENGINEER • Glumac i900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 d • — ii — � —ii . — — . dmdri — di — d . — — �� .4. die — .ui.rir► �is• OM — Il — II - 11 � II — it — � � ar:.. .r: a. .r. .rr. � — lk .. �� - 41 — 4� OMNM! — IIP IMI 411M1 OMIIrr1... alr. =wNM11 - 41 — — II FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. I Portland, OR 97202 T(503)-236-8566 I 1 ACOUSTIC & AV CONSULTANT 1 — I • The Greenbusch Group • -- — — -. — __. —_ — T_. 1900 W. Nickerson St., Suite 201 �� Seattle,WA 98119 • I '' T 206-378-0569 STAIR 04 I I ELEVATOR I COST CONSULTANT , - sTOFt1 ELECTwcnL 0.EVATOR MACHINE I' I wo3BI 1 in HVO01 'w[, = Construction Focus 740 Almaden St. • IS I I • l .— ' L'4i111 Ma . - I I ' Eugene: OR 97402 ��_ ! T 541-68' 2031 '0 I1 1 pa EXPIRES: 12/31/19 i--1 PROFFI'11 90 �l 1 I *■�j■ oRECOr � EM MI IIND MI!___� OFFICE ! V OFFI • CE �� `R J,1/•O///PJ r1 I woosl sy�q �. CNG 1 1 1 1 r 1 11 1 11 I 1 11 1 11 1 11 1 1 `,�.�,� .. I 0 © 1 Ir , - M5.02 M5.02 1 it _ 111 !! ' r1 !!ilii, SCS 1 1 1 1 ' (100 CFM) ti LOCKERS 1 I I MI1 PE TEACH �_. [W00481 Ir1 W004A - �, 1 • I (50 CFM) 1 I I iii f 11(100'CFR '. - D1 1.4 "---+L- � 1ha IMI iiIMP!!ii!!MI4111!!ila II II II I I 1.4II 11 11 1 1I 11 11 1 11 11 11 1 I I 1I II 11 1 471 II II . II . -... I II 11 II I I II 11._ I' I / i \ REVISIONS DATE 1 11 ii (_ . 1. II il/ 1 .; ' rJ .' es II GIRLS LOCKERS 11 1 '• 1 1 0 (AVERAGE ZONE SENSORS: 11 II �V - II 1 I N N1 ,, 1I II 11 ;, 1 II II II I II II 11 I I El E2 H JR II ll 11 v, 1 - - - i _ , :rJ�cS� 11 11 II I S2 -L. Il II 11 1 L II CORR II 11 I ' ' k II II II I TIGARD TUALATIN SCHOOL DISTRICT I; r, II is ii1II II I TIGARD HIGH . . H. ,� _ --=,-- I 11 II ff 1!it 1 11 CM SCHOOL ;� _ _- _ - -_ (AVERAGE ZONE SENSORS) 'I'�1 1 II ei!!!!�!! !!!!!!i� • , ,, : , : . 1 11(100CFM)il I MODERNIZATION : k __,.., __ _ 11 11 11 ' 'e I I 11 OLmail I FE ;� .---ii 11 1 1 I 9000 SW DURHAM RD. i Li — — — — 1I TIGARD, R 97224 • .�... 1.4 i I SG D. o • I i rMIir 1 1.0 1 JOB N0: 16992.00 ; o 1 1IIl 1 I I ISSUE DATE: 06/19/2018 1l ;I 3 _ Ij TEASER I I Jurisdiction Stamp Area L. I. 1' 5.02 ' 1 1 II 1 r : - [] Cl - fl _ 1 I TEAM LOOKER 1 TEAM L1SC i 1ty I.. 1 1 1"34H1 I I i woau I I illi�i!!ii ii iiiiliiii .i!!liii!!�liii!!! iiiiir•iii�0 II - - • -11 ... !!! — —1r..!!!!!!!!!!!!/-..l/..iil�iiil�iiiiili!!is :I 1 I 11 (S 1-1 11 SII 11111 I I w II 0 1 liNIFORM STORAGE (1 00 CFM) Ii 1 1 11 1I 11 I i1 II rl i II IL!!!.� .!!!!!'n IIM!!!!!!!!!!!!!!l/..0MECHANICAL I E-- LOWER LEVEL - I UJ AREA S1 - - - - - - - - -- - i- - --• - - - - - '—'—• — - - - - - - - - - - - - - - - - io — ip — i• _ _r•_ - - - - - - - - - - - - - - - Imo' — i. _ i.. — i• — � — L6 N _/� — PROJECT NORTH TRUE CC 1-- - NORTH (A\ C „ _ , „ MP" I2 MZ2 .23 0 LOWER LEVEL - FLOOR PLAN - ZONING - AREA S1 �'$ ! �° SCALE: 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 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 M5.02 M5.02 WHEN SPACE IS NOT OCCUPIED FOR(15) MINUTES . C. BAS CONTRACTOR SHALL PROVIDE CO2 AND 721 NW 9TH Ave, Suite 350 TEA.0.1 LOCKER I TEMPERATURE SENSORS. MOUNT ALL SENSORS @ 46' Portland, Oregon 97209 Suite 'LV004H. A.F.F. PER TTSD STANDARDS. MOUNT SENSORS IS I CLEAN ORGANIZED ROW, --3"APART. T (206) 340 9500 F (206) 340 9519 D. TS(TEMPERATURE SENSOR)-WALL PLATE W/NO OCCUPANT CONTROL i " E-4,--1, . E. T(THERMOSTAT) LED PANEL WITH USER ADJUSTABLE CIVIL ENGINEER & LANDSCAPE II (100 CFM) 1 I. I 9. I INTERFACE. LOCK USER ADJUSTABILITY TO 2 DEGREES II UNIFORM STORAGE + ' ABOVE AND BELOW THE ZONE SETPOINT AS Cardno — I �� .-�._- '11 I DETERMINED BY THE BAS. RESET TO BAS SETPOINT 6720 SW Macadam Ave Suite 200, IIEACH NIGHT. Portland, OR 97219 i!!! rr4 - - 1'1 I i T(503)-419-2500 1 -_ !!!!! 1 `!!!!I!!!!l/IrMrrr!!!!!J�i 1 Fir— !!--!l---l--!!!—l--1-!! I ri!!l---!!!!i STRUCTURAL ENGINEER 1 Catena Engineers ; 1 II I I I I 1 I Ir I I 1 STaR„ I ` '` 1 1 i 1 1500 NE Irving St-, Suite 412 s�„ Portland, OR 97232 T : : 5I1 i I 1 i r . . . . r. .... . .. . . . .. . . �M X11► �s sM UMW OM FlARIw MEM ILO w0 Illir_rr� IMP �� .� T(503)-467-4980 1 : I I I :=,,_. • 55 . . . . .. . . . . . . ... . . . II II , 1 ,I1 11 , 1 IP ., F MECHANICAL ELECTRICAL & I T 1 1 1 iI 1- i Eftr '-' 1L°L1 1 [ 1 ' I iL, I - , 1 I I 1 1 li • _— •—_ _ PLUMBING ENGINEER I ;---_ -- } - - r L1.lI.!!--l--!!!!l-------l� i1 ` � i Glumac • a , L I I i t Lii_. .._9 1 1- t 1, lip—!!!!!!!!lsall psi!!!—!!!!! SEI 11 I III 1 900 SW Fifth Ave., Suite 1600 I TE.1I LOeKER1 1 1 I I I I I I i 1 1 II `_•_... 1 1 1 i i 1 Portland, OR 97204 i T(503)-227-5280 LW667HJ 11 .8 --:::�� i Ill 1 1 III it II I r___. I Wes WOMEN I FOOD SERVICE CONSULTANT Webb Foodservice Design g Fri �1 1 1 '�!!!!!!!!!!!� Portland,SEof 97202t. �SL I 1 I `..!—l....MII 3700 BOYS LOCKERS 11 Lwoo7� 11 11 , T(503)-236-8566 ' II 11 11 STAIR 04 1 I I ST�6, ACOUSTIC & AV CONSULTANT I Imo© i 1 r r ' 1 1 PE TEACHERS I j The Greenbusch Group IS 11 W607A 1 11 , I I 1900 W. Nickerson St., Suite 201 I I I 1 J1 . _ -1 Seattle, WA 98119 SWITCH !!!!— FOR FAN/FILTER UNIT T 206-378-0569 S 1 I TEAM007_!LOCKER rIMPIMIMINCI !!! VD!!II `W667J 1 I i• O KILN EXHAUST FAN COST CONSULTANT ' (100 CFM) I LOCAL SWITCHES (100 CFM)■ Construction Focus 1 _ (1) SWITCH FOR EACH ,. 740 Almaden St. L--u - L!!!!!!! !!!�!!!!--!!!IMOD-!!-!!!IM-!!!!!--!!-!-!O !!!!!!!!! !!!!!!! !!��!! !!!!!!!!!------!! FUME EXHAUST FAN &(1) Eugene, OR 97402 SM �! ! i!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!illiirill, ,r SWITCH FOR H000 HEAT T 541-686 2031 EXHAUST/MAKEUP AIR, 1 II 11 M SWITCH 1' LABEL ALL SWITCHES FOR FAN/FILTER UNIT - 1 it 1 N o FIi I EXPIRES: 12/31/19 cCRR - • I I Iw660a1 II Is QCERAMICSN rI \ \ F I I � 9/0,,, e0 ` ��! !!!!!!!!!!!!!!!!!!!!!!_ !—IMOD!!—!!!!!!!!!!!!!!!!!!—!!!!�1 .-__ ' I 1 I � � 90 r!!!!!!!!!ir— i!!"r!!—!IMOD!--!!!l----„r---� r.!!!mir!!!,i r; N I O II 00 II ii II ii U 0 N II il 1 1/ L--J 1 N il 11 II 1 STORAGEMEENGROOM II© '' Iwmzl O I 150011 Ir 1 •, is T I I - 1 II II II DRY I W068 ZOOM 2 I I 1 1 I I O iii �� I II Q ' 11 IS II Si I in—!!IMOD-!l--IMOD!!-!�!!!!.!!!!!!!!!� .__....,._._._ 1 SN - I II II BOILER ROOM II II 1.� zz�!!l--- l---IMOD!!!!!—!—!IMOD lll�r—M! - i II it II 11 4.14— ___..___L!_ I 1 II II II ail (100 CFM) (100 CFM) r 1 II II II 1 I 1 II OFFICE II I I , Is I I r I' 1 II I W611AJ II II II ('so - -- `!!!l----aL!!!!! IL!!!!!--lM -l- IL---l-l-l�!! .. !!!! !!!!!!_!!!!!!!!!!!!!!!!!!!!!!�!�!! n _ . 1 .epos! !!!!!1 ---lIIr!!!!!— !!!.M Ii _ 1 !----!!IMAM!!!! !tel.. 1 1 1 1 li o � II o , 1 I 1 I I o 11 11 1 7 1 ji 11 IS IS 11 1 I II II II II ENGINEERING Ii'i 1 1i s ORR I II Ir I II 1 i 11 11 1 CTM CI ANR I M I2,., I I I 11 15000 1 II 560aA II I . o AUTUSHOP ' it II z. I I 1 if 1 I 8607 i i l li 11 1 i -. I I I l N 11 1 = I i E �� 1 1.# 11 11 II i 1 I i ri II 11 I I 1 - SP ; - 1 i1 1 — 1 - -- - - - I i —!!!!!l--------�L—!!!��!!!!!!!!!1M!• IMOD!! II 1 epee 1 I o i 1 EXTERIORSTG: j # REVISIONS DATE L—J 5 5 1 _I_ _ 1 is ., III 1 U ii _ ---- .. . ,. .„- --. ,,S101 S11 ES12) I AUTO CLASSROOMi I S6075 I i i 1 1 Itil --.,-----;.:,-.. I JS1 E11 IiE2 `!!!!!!!!!ll------------------ --J 1I 111111—!!!!!!!!!!!lir----------!!----..1--!!!!!!!!!!!!!l—, —!ii 1 COMPIRESSO ROOM II r 1 5 666bA 55 Si — I 11 I . (S 4) TIGARD TUALATIN SCHOOL DISTRICT r—l--!l---!!_ (*- - Up!—!l� �!!!—1—� �� -_ 1 .... . TIGARD H 1 � I II 1 1 SCHOOL I r i 5 STORAGE 1. 1 0® 1 Isoma I 1 MODERNIZATION e\-© Ii- Ii r _ i 1 1 I i STORAGE 1 1 1 0 L� 1 I HEAVY MAKER SPACE 1 1 9000 SW DURHAM RD. I I 5005 1 TIGARD, OR. 97224 i STORA S666GIE 1, / 1 _,. 1 JOB NO: 16992.00 I_ IS- SWITCHES I ISSUE DATE: 06/19/2018 FOR FAN11 ILTER UNITS 1 i 1 IS 1 CLFANMAPOT'PACE i Jurisdiction Stamp Area I Ii I SO` `QIP i i I LECTF'.I i I I I I III I 1 CLASSROOM 616 CLASSROOM 612 I II II r ' I L..-------!!! 4.11.4.14.0.4M OD ID IM s.IMIMIMIMOMMIMIMIMIMIIMIMP------11/ MECHANICAL 1 _— F— LOWER LEVEL — w .� AREA S2 �� S6 S7( ) S7.1 N S2 S3 S3.2 ( S4 S5PROJECT NORTH TRUE ' V __y \,-� NORTH 118” = 1'-0" w MZ2 .24 LOWER LEVEL - FLOOR PLAN - ZONING - AREA S2 .■.■..— 1111 1 CSCALE: 118" _ -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. bassetti „_ _,,, REVIEW. �� -- _ . , B. DIV 26 SHALL PROVIDE OCCUPANCY SENSORS WITH S �S2 S3.2 S4 SSS �56�' `S7 (p8) AUX. CONTACTS FOR DIV 23 USE. RESET architects TEMPERATURES 2 DEGREES BELOW HEATING 1CORR SETPOINT AND 2 DEGREES ABOVE COOLING SETPOINT CORR I W101C 1 WHEN SPACE IS NOT OCCUPIED FOR(15) MINUTES . W101A I { ) C. BAS CONTRACTOR SHALL PROVIDE CO2 AND 721 NW 9TH Ave, Suite 350 (1 00 CFM) 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 I II 11 g 11 CLEAN ORGANIZED ROW, -3"APA 1 i ; 1 -- - - --- II I (1 QQ CFM) D. TS(TEMPERATURE SENSOR)-WALL PLATE WINO 'Ir i I ; I - 1 OCCUPANT CONTROL - — . ___. IP E. T(THERMOSTAT) LED PANEL WITH USER ADJUSTABLE CIVIL ENGINEER & LANDSCAPE RMOS 1 ; I -- - i .. . I I INTERFACE. LOCK USER ADJUSTABILITY TO 2 DEGREES Cardno i I s --- _ • ----- - --__ - _ . I ' ABOVE AND BELOW THE ZONE SETPOINT AS 6720 SW Macadam Ave Suite 200, IDETERMINED BY THE BAS. RESET TO BAS SETPOINT Portland, OR 97219 I EACH NIGHT. T(503)-419-2500 I -- - ---F _ �- ----- — --- - ---- — __ 1 `iii ie OD EMP STRUCTURAL ENGINEER ,,,T Catena Engineers 171 .ri [tli_ .._ ., . iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii i1 1500 NE Irving St., Suite 412 i Portland, OR 97232 CORR T(503)-467-4980 1i 1'1'f01� I 1 I 01 I I I I MECHANICAL ELECTRICAL & f I PLUMBING ENGINEER I (100 CFM) (100 CFM) {100 C Glumac I NV SA / 9005W Fifth Ave.; Suite 1600 - - i i i iii rT 1' e C- Portland, OR 97204 Iir 11 SA f' I T(503) 227-5280 1 Aiii 11 IDF 11 0 16iiiiiiiiiiiiiiiiiiiiiiiiiii� 11� 1 o ENTRY 109D moo 11 I 1 l � � __„ I ELEVATOR FOOD SERVICE CONSULTANT LOBBY ILt4s ELECTRICAL I I O Webb Foodservice -- r - Design { I W1D1 1 I W001 � I --- __._.-_.�' I ,� W03S � g 1 RICAL ELEV 02 I 3700 5E Lafayette Ct. wW1 �I • Portlarld, OR 97202 1 1 I I- 0 II _EL0• 1 1 • - = 1 _ Si CONCESSIO ELEC I 1 I - I T i+•i+•ir I ACOUSTIC & AV CONSULTANT iii ' I W109C 1 11 I I I The Greenbusch Group 11111161,9111511111161110.115111131Rwilimimi - ----=" I 1 CUSTODIAL 1900 W. Nickerson St., Suite 201 .i� MEN I I 1 11.4 ' �iii W109 11 ' I Seattle,WA 98119 IMI I ' T 206-378-0569 W115 I1 l� . ,,1 1I r�, NTR• +�• I _ . _ __EV - - �iii� i . _ Ui�iiiiiiiiiiiiiiiiiiiiiiiiiii - iiiiiiiiiii COST CONSULTANT • — ` I — SB SB ' 1 �+•iiiiiiiiii Construction Focus 1 •-..:- Irma' iiia inial+' goiiiiiiiiiiiiiiiiiiiiii� 740 Almaden St. 1 {10 M) i STOR i!5SAFE/STORI. I I �__ II Fr \•._ I $ 1 I �N111 D W 111 C T 541-686-2031 97402 1? • - 11 TOILET t TOILET I I 1 1 $ I Eugene, OR 11 -. (10 M) I I �_�i� 1 W112A # W1,3A 1 I 1I 1 = 1 1 !1 I 1I 1 I WOMEN 1 I I I I I 1 1 I I H I EXPIRES: 12/31/19 1 I 1 5 W116 U 11 AD OFFICE o I CONE I I / 1 I ��D PRI?fF� I in W1116 1 W111 1 �OACH LOCKER I STORAGE 11 I I HEALTH ) , I o �5��,�G 1 NSF fey 1.' W112 EFEREE LOCKE ' W114 W201 1 w„3 1 1 19D I II 11 11 1 110 Ii U Liiiiliiiaie II II Ii I �iiiiiii, 1 11 ET 11 o I ,5",s, C.,m. C�� 11. II N16A Ak 1 ,1 AD SUPPORT I I l 1 11 I I HEALTH ;r i i.l `i (5Q CFM} 1 M5.02 i 11 �, I I 11 ' i Is I - Liii 'MDiiii— iiiiiiiiiii I 1 - SC sIrani iiilriii1 - , 1 I V 111 1 (50 CFM) I I I 1 I (50 CFM) I y I STORAGE STAIR Or I 11 . .. W202A CORR 1 CORK ST071 1 1 O ' I t il 1 IIW101C 2 I1 \ l W101D II111 "mo 1 �� iiinii sEaii«�iiiiiiiiii iiiiiiiiii�40ii MS.o2 —iiiiiiii� 1 SD SD H- mo 1 `iiiiiiiiiii-- -- 1 li ii a�� . -- _, -_ . - - _ - - �� 1 iiiiiiiiiii+ �. y 1 ' . . 1 (AVERAGE SENSORS) , 1r I 1 II 51 1 _ _ II 1 - 1- , - ____,_ _ I 1 I Is!_ - „______ ,__ • I ._, 1 1 ----- ._,_ . _ _ __ ____ _ • II s rii0 1 1__,1 __ _____„ ___ ____ „ s e r II I 5 II 11 II 1 11 i I I 5 �� 1 i 5 Q - (AVERAGE SENSORS) 1 t 11 5 ICORR II SE SE ICORRI ! �_� • II 1 II 1 1w20011 1 II I�� 11 I I I 11 I� �i 1 II I 1 1 1 1 11 AEROBICS 1 1 11 I. 1 I I I 1 W202 i 11 I I II 11111 1 I 1 / -t 1 1 I II II WEIGHTS ' STOI 1 W117 1 wD05A/j I 1 I 1 1 I I / \ REVISIONS DATE Si I 1 I I 1 1 1 1 1 • 1 II i I 1 - ;1 ._ AUX GYM -- SF SF 1 — r , N 1 115 W005 � 1 I U 1 11 ,i 1 II 1 1 1 I I 1 ; 1 II 5 5 1I 1 N • N1 1 1 I I II I i1 II 1 1 Ill II ! 1 . I I E1 E2 1 1111 II I I I 11 1 1 t 1 S2 i 1 11 : 1 I II 1 ,1 i 1 1 I II 1 1 I I I I I I TIGARD TUALATIN SCHOOL DISTRICT 11 111 II I II II 1 I I i 1 11 -_ _ I I - - I •1 SG ' SG TIGARDHIGH __, to 111/7111IIII AVERAGESENSORSII 1 s , 1 I I I 00c ) SCHOOL II �_ T �.. -- - E . I I a I © 1 1.1 Is. _ — MODERNIZATIONM5.02 f --- .- --- 1 , M5.021I (AVERAGE SENSORS) 00 Is — - — .. I1 _� 1 I II ;_ ;� u -__ rv: 1 1 I 1III 1 ::::., E. :„__ ._ 1 _ - -- --T i _ - - -_�_ 1 I 1 L.....iiiiiiii 9000 SW DURHAM RD. 1 - � - -- �_.. (SF! SH 5 ra1 � � 1 � :r ;;---------1: _ I TIGARD, OR.97224 i J IOILET �IrI1 I I ' 1 TOILE ISTOR. JOB NO: 16992.00 1W203 �.-- I W203 STAIR 10 i W202B I1 CORR `�A€�0 1 - 11 ' 1- 0 � ST10-2 I ISSUE DATE: 06/19/2018 1 Vl,D,E STDa 1 y I 11 i 1 11 t STOR. I 11 1 11 1i1I 5 1 t Jurisdiction Stamp Area W117A t _' i iia iiiiiii.iiiiiiiiiiiiiiiiiiiiii";1 ilii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiitii.„.1J iii 1 �� iiit.iiiiiiiiii_JI 11 r :ai.i iii Iaii1 I I I 1 - - II STORAGE 1 I I M I EXTERIOR BALCONY r figS208A - ++!i. - . - - ., - . - . - . - . - 4., ,111 - i., - . - . - .. - - . - . - . — — ii — immi — 4P — — — — — 4mEri — 4P — ik — - - III - i - IIMIND - 1 / - 11 - i - - IMLII - II - Ilt - ',41) SS7.1 ( S8 x � S9 9.2 (S 10) ' — _ ._� MAIN FLOOR - FLOOR PLAN - ZONING - AREA S10 UPPER AUX - FLOOR PLAN - MECHANICAL ZONING - AREA S1 MECHANICAL MAIN SCALE: 118” = 1'-0” SCALE: 118! = 1'-Q" LEVEL AREA S1 + co UPPER LEVEL AREA PROJECT NORTH N TRUE ' V ~ S1 a. NORTH 2 gr W MZ2 .25 1/8 = 11-0" 0 8'- 0" 16'-0" 24'-0" 32'-0" 1 Ah (----26 M5.02 \\r.02 bassett/ I I architects I ., I (TOILET �� 721 NW 9TH Ave, Suite 350 y I I 1 i W203 - ill' I Portland, Oregon 97209 T (206) 340 9500 F (246) 340 9519 1. I I..� I. 1 II p i i i>•fiiiiii e i��iil�!>•»�iiiii ii nk it _�.__- iiiii�I I� : CIVIL ENGINEER & LANDSCAPE ~ '1 I Cardno 10STORAGE I 1 EXTERIOR BALCONYIII S208A iii I = Portland, OR 97I 6720 SW Macadam g Ave Suite 200, (AVAREAGE SENSORS) 1 "' '�' mai I T(503)-419-2500 W204 • i J1 IlL mmmmim .4 imh ib 4mb mil —L STRUCTURAL ENGINEER I Catena Engineers ii.i (100 CFM) II �`ii 1500 NE Irving St., Suite 412 I 1 I 0 1 Portland, OR 97232 T(503)-467-4980 WRESTLING111 0al I WOMEN MECHANICAL ELECTRICAL & I CORRIDOR _ 1 j 1 I PLUMBING ENGINEER � ' � 1 I Glumac SL I I — 900�i/iii!! - Portland. OR 97204 ifth Ave., cite 1600 �� (AVAREAGE SENSORS) •O iiiIklT(503)-227-5280 II 1 iiii� -' FOOD SERVICE CONSULTANT ilii Webb Foodservice Design II rr I STAIR 05 - 3700 SE Lafayette Ct. I I I k Portland, OR 97202 1 I 1r IDF - 11 r __J---'71734-2 - T(503)-236-8568 1 S210 1 ACOUSTIC & AV CONSULTANT S1 i 11 ' I , �' IIThe Greenbusch Group 0 I I 'i I4- 1 cl 1900 W. Nickerson St., Suite 201 1II L i : Seattle,WA 98119 `iiiiiliiiiiiiiiiiiiiiiiiiiiiiiiliiiiiiisiiii�` I. . T206-378-0569 SM -- ilii 1 _ !!_i-i •il�i-! `iiiiiiiiiii�riiiiiisiiiiiiiiii� riiiiOMiiiiiiiiiii if ii iiiiliiiii/i!_iiiiiiiiiiiiii 1i COMPUTER GRAPHICS i (100 CFM)—� PAINTING 11 OFFICE 1 COST CONSULTANT . S207 i II I 1 ' II S201 II SOO2A I Construction Focus I II I I I' IS 1 740 Almaden St. 1 II I 1 I Eugene, OR 97402 I1 I T 541-686-2031 I II I II ; _ c-:----F._--..-J� -- 11-- '• II 11 I iii,1`iillii JOURNALISM 1 VIDEO CORR �J� I ' EXPIRES: 12/31/19 I I i _i PRODUCTION � DRAWING 1 1 I I I II O1 0 . 1 I 11 1 1 eo '''' ...___-4 s 11 1 I ��, oRE �4 -1 I I 11 - I I I - F i �'BeR ��' - 1 11 I I 1 I i. r�iili� yt,q >,,. cN��' ' iiijs+ililiiiiiii!!ilii iiiiiiiiiiiiiiiiiii� I I I I iiiiiiiiiiiiiiiiiiiiiii- Mr riiiiiiiil.1i/iiiiii 1 I -1O 11 ,O i II (100 CFM) I II 1 I I STUDIOI II (100 CFM) RAMPII 1 S206A 1 I II CORK S200C II 1 ,CORR I f.---6 I I I iii iiiiiiiiiiiiiiiiiiiiiiiiiiiii—GOOPI SO �_��a�Mr! i�iiiiA �lliii�., .l - _.r iiiiiiiiiii �� 1111 I _ — iiiiiiiii ��ll��s��s��; 7 FLEX h II.MOIL 1 II S100D r : MI GIMP - Irii 1 rii : 1 1, . , . , , , , • H . 1 I . : , , Il o0 1 00 Ir ii , . , 'i o I1, , II 1 6, 1 1 • , , , i _ e1 11 11 •. , hu 1I II I1 I, . , , , , I 11 i 1 I I , of • I" 1� 1 i w____ i1 1 I • II I I 1I I I . CLASSROOM I I CLASSROOM I I COMPUTER SCIENCE I S205 I $204 1 I S203 I 11 i111 I ...E � a.._.�. __�- _ ---- - _._. -' _ L .5 , S9 9.2 (S 10) (S11) (S12) !I \...._____,/\...._____,/ \_______y_y \______/\______/ REVISIONS DATE I 1 /'''''''''''7 N 11 ! N2 N1 0 R I f S 1 E 1 E2 sisi4) IT SQ —t _ IF 1 1 I I i h TIGARD TUALATIN SCHOOL DISTRICT I 1 , , TIGARD HIGH 1 , I SCHOOL 3� iMODERNIZATION �I 1 I , , 11 I i , I I 9000 SW DURHAM RD. I TIGARD, OR. 97224 I JOB NO: 16992.00 I I I i I -ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area I I I , in L — - --- -a _ u a • /--\ �' MECHANICAL (S3) S3.2 S4 ) �6 3 S7 S7. 1 SS j w UPPER LEVEL - AREA S2 I— PROJECTN NORTH TRUE N I►. NORTH UPPER AUX - FLOOR PLAN - SOUTH ZONING - AREA S2 ��" MZ2 . 26 4110SCALE: 1/8"= 1-0 1/8" 1 -0 ■ ■■■■■■■ 0 8'-0" 16'-0" 24'-0" 32'- 0" SHEET NOTES A. CONTROLS CONTRACTOR SHALLL SUBMIT FINAL _ _ �1 PROPOSED LOCATION OF ALL SENSORS FOR ARCH. e• 10) (�) (S7.-----, S 12� 2 C4 (S 1 (C6 ' CSS �I 3 B. DIV 26 SHALL PROVIDE OCCUPANCY SENSORS WITH IJaS1SEItti �� / - AUX. CONTACTS FOR DIV 23 USE. RESET architects TEMPERATURES 2 DEGREES BELOW HEATING SETPOINT AND 2 DEGREES ABOVE COOLING SETPOINT WHEN SPACE IS NOT OCCUPIED FOR(15) MINUTES . C. BAS CONTRACTOR SHALL PROVIDE CO2 AND 721 NW 9TH Ave, Suite 350 TEMPERATURE SENSORS. MOUNT ALL SENSORS @ 46" CF T - - ■ ■ ' A.F.F. PER TTSD STANDARDS. MOUNT SENSORS IS Portland, Oregon 97209 ' AN ORGANIZED ROW, 3)"_APART. T (206) 340 9500 F (206) 340 9519 CAREER CENTER I D. TS(CLETEMPERATURE SENSORWALL PLATE WI NO I I E105 1 OCCUPANT CONTROL I I I 1E. T(THERMOSTAT)- LED PANEL WITH USER ADJUSTABLE I I 1 INTERFACE. LOCK USER ADJUSTABILITY TO 2 DEGREES CIVIL ENGINEER & LANDSCAPE ALTERNATE: NATURAL VENTILATION GREEN 1 i i ABOVE AND BELOW THE ZONE SETPOINT AS Cardno 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 LIGHTINGPCONTROL SYSTEMDSTO CONTROLllGHT. SEE , L______�!�_____. (R T(503)-419-2500 LIGHTING PLANS FOR LIGHT DESIGN. ---- - , 4i a i • a a a� a ii a elle i s a eIIIraM a err! w as a aar aeira a a rrr ii a �\, 1 1 I STRUCTCatena URALe ENGINEER 1 1 CORRIDOR 1 1500 NE Irving St., Suite 412 E100R I Portland, OR 97232 T(503)-467-4980 A . . I 1_ .....or AID MD ammo OD MD OD asinium, momminarimmmarmar IMP IN!4•1 MO MO ill MD al I =e y... ,.. I MECHANICAL ELECTRICAL & DW I PLUMBING ENGINEER SA x — — T = �� Glumac t 900 SW Fifth Ave. Suite 1600 .Illri -- 1_1----1------. ,. _ i____ __LAzd - I Portland, OR 97204 0 0` a �,. STUDENT ST( E T(503) 227-5280 I ii E113A 5 1 FOOD SERVICE CONSULTANT 5 Webb Foodservice Design 3700 SE Lafayette Ct. o 0 0 0 00 Portland, OR 97202 I T(503)-236-8566 — — I P ACOUSTIC & AV CONSULTANT 1 _ - - The Greenbusch Group I 1900 W. Nickerson St., Suite 201 BUSINESS CLASSROOM Seattle, WA 98119 E113 ]. T 206-378-0569 SSB I I I COST CONSULTANT I Construction Focus 740 Almaden St. 1 1 I0 Eugene, OR 97402 ........... - --- T 541-686-2031 — ' 1 I I EXPIRES: 12/31/19 s (----P,...\ fiiCORN , NFF,p oy dL E100 90 I i ;�O �EM MOD GSODMIMIMI�GO�4.+•+•4 OREGON �1I��/NMII—+1•—MO=i MD, v0 ��R 1:� ,�� I ' s6,04 Ire. c,05) I I SC — I1 i 1 STORAGE I i 1 W202A I I I 1CI 1 1 I BUSINESS CLASSROOM 1 I j E114 I 5 5 I I I I 1 Cill SE1111 , 4•001041104.11.1111 I 00 I . h. I I 0 BUSINESS CLASSROOM E115 1 1 1 I I - - - _ I I I I I / # \ REVISIONS DATE SF x , , I I CI _ i I I N o'P' f 1 I CORR I I E100B I I S1 — I E2 1 CN I I ellI , S2 is N o Off" IIi MDF; I TIGARD TUALATIN SCHOOL DISTRICT 7"-- So I I il 7 I 1 I I TIGARD HIGH 1 , , 1 TEACHERS LOUNGE I 10 ' . . : E118 h.........11 SCHOOL I , I _____,IT MODERNIZATION I I E117 i SH I 1 1 ��InMOOD•IM�i�ODODl�� 9000 SW DURHAM RD. STOR. I TIGARD, OR.97224 Iell W202B JOB NO: 16992.00 ISSUE DATE: 06/19/2018 I Jurisdiction Stamp Area ENGLISH I I 244 I ' / rrl..-r — — tel. - -- .... _:._._ / I. arIMIDa � aii a ii a II, aIPa10aIP a lha aalimillill, adiaibai a rrrararara41aIMila � I MECHANICAL MAIN I CONF. RM. CONF. RM 0 LEVEL - AREA El 246E 246A • rw� v J I4/ 1 PROJECT NORTH I v TRUE y I NORTH 0) 2 Mr ..... r.: MZ2 . 32 UJ 0 MAIN FLOOR - FLOOR PLAN - ZONING - AREA El 1/$ 1 -0 0 SCALE: 118" = 1'-0" 0 8' -0" 16' - 0" 24'- 0" 32'-0" SHEET NOTES bassett/ Ii 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 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 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 SERVE UP TO 15,000 SQ. FT. MAX. OF SUB-SLAB AREA. C. SEE ARCHITECTURAL DRAWINGS FOR SLAB SEALANT CIVIL ENGINEER & LANDSCAPE AND MEMBRANE REQUIREMENTS. Cardno D. SEE STRUCTURAL DRAWINGS FOR UNDERSLAB GRAVEL 6720 SW Macadam Ave Suite 200, :NAgil (11) SPECIFICATION &SCOPE OF WORK. Portland, OR 97219 N E. SEE 81M9.01 FOR ADDITIONAL REQUIREMENTS T(503)-419-2500 ,;•'„ / F. REFERENCE 8/G1.12 FOR RADON PIPE VERTICAL . Cl C2i ELEVATION LOCATION UNDERSLAB. STRUCTURAL ENGINEER >:�,: _� Catena Engineers �' ! �1 " 1500 NE Irving St., Suite 412 (� % 4 RADON PIPE UP ;' / N N2 N6 10"x14"x8"(LxWxH PLENUM BOX) Portland,(503)467 4980 32 SND . N7� MECHANICAL ELECTRICAL & NE , . ,... 1 C40 Y ` PLUMBING ENGINEER N8\ Glumac 900 SW Fifth Ave„ Suite 1600 ' ` < I Portland, OR 97204 ti I I ;' C6 N�� T(503)-227-5280 • 71 FOOD SERVICE CONSULTANT I C8 Webb Foodservice Design R ,,. _-. ----- 3700 SE Lafayette Ct. L. — IN 11) Portland, OR 97202 \-______.-/ �� T(503) 236 8566 - IN 13) 3" PERFORATED PIPE 3" PERFORATED PIPED)- � ACOUSTIC & AV CONSULTANT 1 .^___--/ The Greenbusch Group 3" PERFORATED PIPE I I 1900 W. Nickerson St., Suite 201 I Seattle,WA 98119 ----. J a T 206-378-0569 I 3" PERFORATED PIPE ---„, l COST CONSULTANT CA I _ Construction Focus I �` r: 740 Almaden St. !p . Eugene, OR 97402 CB — – - - T 541-686-2031 4"RADON PIPE UP t' — - .- -- - 10"x10"x8" (LxWxH PLENUM BOX) _ L C�� I I SCD - KEYED NOTES 3" PERFORATED PIPE r - 3" PERFORATED PIPE 1 POINT OF CONNECTION BETWEEN RADON SYSTEM & �- SUB-DRAINAGE PIPING SYSTEM. INTEGRATE PLENUM CE 4" RADON PIPE UP BOX PER DETAIL. PIPING DISTRIBUTION DESIGN IS BY 10"x10"x$" (LxWxH PLENUM BOX) OTHERS AND SHOWN FOR REFERENCE ONLY ON THIS DRAWING. SEE G1.11 FOR ROUTING DESIGN. i HORIZONTAL PIPING SIZE SHALL BE 3" DIA. MIN. AND C F • • • I 3" PERFORATED PIPE - DISTRIBUTION COVERAGE SHALL ROUTE WITHIN 50' OF l 4" RADON PIPE UP ALL EXTERIOR WALLS WITHIN THIS RADON ZONE PER 3"PERFORATED PIPE - I 10"x10"x8"(LxWxH PLENUM BOX) OSSC 1811.3.4 ` _ -�yx, ASAI - - - - : -. - - Q r l-" I 1 1 I 3" PERFORATED PIPE i - P SB - 1 — I ! r. Illimi- ;• i_- 1 I �3" PERFORATED I � ok L PIPE SEE ARCH _ _ . / / , 3" PERFORATED PIPE . 4" RADON PIPE UP _ L _ SD / 10"x10"x8" (LxWxH PLENUM BOX) i 3"PERFORfiliii, ATED PIPE / 1 4" RADON PIPE UP 3" PERFORATED / , 1 I 1 1 , , I 1 - . CP 10"x10"x8"(LxWxH PLENUM BOX) PIPE SEE ARCH -- iS F0 1 -i- / 1 i G 3" PERFORATED 3 PERFORATED T i I CO ,P� .-.. 1 BP2 ADD#1 04/04/18 PIPE SEE ARCH PIPE SEE ARCH -. _ _ - - - I - - ...... fa co ,_ , . 0. / # REVI I N DATE SO S DA E ..._._-, _ _.- --4" RADON PIPE UP 0 1 10"x10"x8" (LxWxH PLENUM BOX) 1 1 SL - i . • • _, _ . __ I " 'I 7 - r ' - "----- - . ' ' -F - W . ; i 0 E2 t i t lt' 1 1 ! SN 3 PERFORATED PIPE 1 _, # 44- _i__ _, _ , , so - - -___ _ - - ._,_. . _ ,_,- - _ _ . , , . , t"' %. TIGARD TUALATIN SCHOOL DISTRICT 1 TIGARD HIGH sP 1 3" PERFORATED PIPE SHcJOL . . ,.. ._ , „_. , , , , , ; i MODERNIZATION t -- - I i r---- 1 , 1 , , . , , , , , ..., ..__ . . , , , , , . 1 , 11 , , . , , z 1 • 140 10 91806CI' 4Ilia" p 9000 SW DURHAM RD. UJ TIGARD, OR. 97224 0 JOB NO: 16992.00 ' - Z ISSUE DATE: 06/19/2018 WJurisdiction Stamp Area I . _-. - W 1 1S-1) S2 S4 S5 S6 S7 I S8 $ S9 (SI0 S 11) 6S 12) cS 1 S 14) C CC 0 uu PIPING PLAN W UNDERGROUND (n COMPOSITE PROJECT NORTH ' " TRUE /V ~ NORTH 2 401UNDERGROUND - FLOOR PLAN - RADON PIPING ***� oC SCALE. 1/32" - 1 -0 1132 - 11-0" LuCL M3 . 1 0 . . . . ■ ■ ■ ■ ■ ■ ■ _ — , 0 32'- 0" 64'-0" 96' 0" 128'-0" SHEET NOTES KEYED NOTES ® bassetti - 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. Engineers Catena En F. PIPING BRANCH SIZE SHALL MATCH VAV BOX g REHEAT CONNECTION SIZE U.Q.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 S4 S5 S6 S7 . 1 SS ;S 10) (S 1 2S 137 �� .r �-.._ . COST CONSULTANT Construction Focus I / / y 740 Almaden St. S2 �S (- ! Eugee, OR 97 T 541n686-2031402 1 it J EXPIRES: 12/31/19 - n 1 • _ L=L �I .I. NAM ILL _ 46 _ LA _ _ PROFFff SA _ �� Irv�oy 1 `9�iAlR --_- MAL ... ' I � I s1'Oa1_w., I MO Woa6 / 1 I I , I I � OREGON c'�n O SC I 1 I i 1 I �- li H SE I - - - 1 -,- -t- I 014.23 I-- l I s :'� - — -----_1 l _-f {-_ _ AUX SF I (---_m1-------- I woo I - - _7... ., i -- -I_--I f _ - J i f 11,---77-_ --4---4-'"frt.,- CCN ; -- I _. : I jousSG — I l _ , 1 t- ...._. - UF"` 'h- -J - F .TEAM LO.-... i a — 7c _ AAAI Iw 1 %Ii° 1 , ; • --� 1 - UNIFORM STORAGE _. -- I -5 �j - .. I Alk STAIR 11 - ..--,r .. -:.-' t... — �• � . wOM1,fN SL BOILER ROOM 4L01 TEAM LOCKER--- 1 .lNi`17A L ........ • M6.o1 E VAV cp_ i • J' -, '...--- 1..T . G (I (E)(V15V E) V4V ,. _ .LII - i ��,' � fir" -G' Y TFAM,RC�IM 2 Fool N -t �L :ç ' ..# (E) VV- L ii I SO L I , - - ENGII'1EERfNG c.-R:1 Al,TO5L10P :1 5!]A IT. .-..J":1" . CLEANROOM .�--s-1---/ ) TU ) /t\t REVISIONS DATE s�� _ 9_1 N *D) .1 Ex TEMP STOR .. �...... r: AUTO CLASSROOM i 1 i I ..- E) TUN , N1 ._ ' I 50870.I L;: COMPRESSOR ROOM - X I SIM, VAVAV VAVVAV @__Ic) -- -- ----- I(E)( ')13 (E) 12 (E) 3 (E) 2 illE I {E) 9 E 1 STORAGE TU \ J 111 HEAVY MAKEAS ACE 1$ •' ' (E} 9-3 E2 5005 CLEAN MAKER SPACE - CI REBALANCE SCHEDULE: [Soo5JFEECTRICAL CLOSET I N124 I CLASSROOM CLASSROOM I (E) TU 9_4L___ i 616 I 1612 I VAV 1: 1.6 GPM - VAV 2:3.4 GPM -�_ - - - _J VAV 3:3.8 GPM b - - - VAV 4:0.7 GPM TIGARD TUALATIN SCHOOL DISTRICT CLASSROOM I CLASSROOM I VAV 12: 3.4 GPM x6141610 I VAV 13: 2.6 GPM VAV 14: 1.2GPM • TIGARD HIGH VAV 15: 1.0 GPM TU 9-1: 1.2 GPM SCHOOL TU 9-2: 1.2 GPM TU9-3: 1.2 GPMIII III MODERNIZATION TU 9-4: 1.2 GPM 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" = 1'-0" 4:10 HYDRONIC PIPING w PLAN LOWER co LEVEL COMPOSITE N PROJECT NORTH TRUE ti ~ NORTH • Of 11 1132" = 1'-0" Ui M3 . ■ ■ ■ ■ — E 0_ o 32'-0" 64'-0" 96'-0" 128'-0" SHEET NOTES �_� bassett!KEYED NATES 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 BY CODE. 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 VilF APPURTENANCES REQUIRING ACCESS ARE 2 CONTRACTOR TO REBALANCE EXISTING VAV T 206 ( ) ACCESSIBLE. REHEAT COILS TO NEW FLOW RATES FOR NEW LOW ( ) 340 9500 F 246 340 9519 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. STOPS) Portland. OR 97219 7 4 E. ALL PIPING SHALL BE COORDINATED WITH ALL T(503)-419-2500 11D.--( f_r_ . -ic:@ TRADES INVOLVED. OFFSETS IN PIPING AROUND ( Cl OBSTRUCTIONS SHALL BE PROVIDED AT NO STRUCTURAL ENGINEER ADDITIONAL COST TO THE OWNER. F. PIPING BRANCH SIZE SHALL MATCH VAV BOX Catena Engineers C REHEAT CONNECTION SIZE U.O.N. 1500 NE Irving St_ Suite 412 / ' NWN Portland. OR 97232 N6 T(503)467-4980 I r°z I MECHANICAL PLUMBING ELECTRICALENGINEER & NE - 4, I • ` -, i C4 Glumac ` C5 N8 900 SW Fifth Ave.. Suite 1600 / \ S Portland. OR 97204 T(503)-227-5280 / / ! CiASSROOM / 1 / C6 L.__ ! OFFICE N9 I FOOD SERVICE CONSULTANT 8K RN.WORK, � A1°? f _ C Webb Foodservice Design I / _ 40,06 CORP ` ,\ 3700 SE Lafayette Ct. A7008 v Portland, OR 97202 I •. -�fiAIL .. / / IN 11 ,.......„,----.„\ T(503)-236-8566 SPRINKLER F ./ ' A.c .I N„OB • - ♦ ,:. • iN 131 / . -•I .DPP, y, � / ACOUSTIC & AV CONSULTANT N„dA / / PRINCIP IN 1 O) ?�/ \ / rte The Greenbusch Group I - / / / . ' \-_____, 1900 W. Nickerson St.. Suite 201 f. lU ` Seattle,WA 98119 - TO,LET ,,,,,u, . \ ♦ T 206-378-0569 � / / .- . 4 ,,;;,;� ♦ COMMORS ALCOVE �r COST CONSULTANT 1111°581 r Construction Focus � , --- 1 - --- - - - t srDRar _f_ 740 Almaden St. (CAb • I _. •�'r•, -f w,°sn• _ 1 Eugene, OR 97402 11,liffirOTAFW f',..111101,4 ..' sERRi R T541-686-2031 CB - , , ` wt�6 i - 7 � � � �� mei "ti�n��'%��,.,�►,...�� , .: - �w l -s,1; I ( tic �2� REBALANCE SCHEDULE: KJ..,.L,��Vl� ' If r ; F WT96A, I .:��.» �_-_� r1•14•101111.4•11•141•41110 OD MIMI=MD IMI Ili MO IMP IMI 41•11•1111 VAV 17: 3.$GPM ExPiREs: 12/31/19 - I j vial - 1 , TU ; ' VAV 18A: 1.3 GPM �� PROFFf CC - - - - -- -- - - -.--- ' . . -. L - _ 205 // TU ,,\ ` , VAV 18B:0.7 GPM I r�k-4�py. . .. - .._ .. s � E} HC VAV 19: 2.2 GPM ifc, 0 �� -\ 201 E3 04-4 ! VAV 20: 2.2 GPM � [IJn Ir` 9 \ I VAV 21: 8.2 GPM OREGON j)commoC H C C D - - - - I - - - ; i,E�,A TU E} 04 2 / ' VAV 22: 2.6 GPM �F, R ��ti° �� . .. 2"HWR U• 202 VAV 23: 2.9 GPM asy04 M!. CNCG� 12111 EX DPP,CE I VAV 24: 2.9 G P M e,°s + • � OFFICE - 1.Iil ' OFP{Ct VAV 25: 1.1 GPM _.. . • VAV 26. 26GPM CE - - I • VAV 27A:3.8 GPM P. HC I VAV 27B: 4,3 GPM TU 04-3 I VAV 28: 2.8 GPM _ _ 1 I ----- - - v I 203 _ _ VAV 38: 2.9 GPM CORE 2 7R Bon 1 VAV 39: 2.9 GPM Iwm1n ' J w,°3I 1 C F I EXPANSION Loo' I VAV 40: 2.9 G PM VAV 41: 1.7 GPM i .� , /IMO VAV 42: 1.7 GPM �� --- COiGGfOR ��- --- - R VAV 43: 2.6 GPM - . - - VAV VAV 44: 2.9 GPM S ENTRY , -� = a s,MM` ' 46 40 VAV Q VAV 45: 2.9 GPM 1N1°0 LORRY l - wws` • I �'' VAV :` 39 , VAV 46: 2.9 G P M I W701 I .= I f I 42 VAV 47: 2.9 GPM -' 1 LC ( p VAV 56: 8.5 GPM R q { ;�,J1 Au -r. - - I .. AD S LJ IL L _-. �"' it l 11cI CCAF- : fy 441 r _ - - .T 'N10!EN .- - - HI" 1 W,t71� w1S]IY I I I I 1 L I H I° . cocci, • LOG1c>Rs STORAGE ' VAV wt,6 I w,u' .. ._. ,. 41 _ __ __ ,is." ® w3 . UP .- iii I ...Volk -- - I - - AD aF?<ICF �. 47 VAV TOILET, AD suPPORT �� --- - Iw1�s l _ ..E. L_,.,_ _... �w�'I6A � - Di __ .3$ _ 1 M4 3 / 'a CORI 1 CM I EXPANSION LOOP 1+ usri� 1AssaonM 4•a ?1IL _,,....r== _ 'I �- -- I , VAV 0 ""K S E I. - r . 4 - t----- :_, --- I I s I ('. 43 , �, I . ., . VAV .114 1-Li 0 + I I Yf,17 i. mow AU%GYM ' __ I .. I}�I#• I W�I56 LE) 2112 HWR D .-- --- --- -- - 0 i VAV ' E 2112" HWS U.� VAV I IF t C N 28 ® G d i 1 _ ,i I TEACFIERS . r � 1 I - ,i ; .. r0- 11.1 , ; -1 - .' - ill Ir PILE # REVISIONS DATE S H - . . L . STAIR�T I - - I STOR. I I WI°IEj ,Sr°4, I %., W„7A ' VAV ' E> ,,, - VAV : D �f'�~�--" ammEmm ism. GMEMMEw am ammEmmw am mMEMMED emb ammomm. Am limmEmmil amw ammml F: - VAV \ 27A 21 CD {E} VAV 4 ��T^�� • AV ' 20 276Arak S L - 1 VAV ktli VAV\ f FOR LOWER LEVEL REFER TO {E} 19 E} - ' M3.11/ \18B { B SM 40 E2 FOR UPPER LEVEL REFER TO _M3.13/ , . 4- 3 (E) 18A �� S2 , ASN L 1 SO - =_�_ i 1 ,VAV• I TIGARD TUALATIN SCHOOL DISTRICT EAd ..- { } 17 / FOR LOWER LEVEL REFER TOI M I TIGARD HIGH - _ - '- _. -� FOR UPPER LEVEL REFER TO a ' _i_D)- -- - M3.13 1 1 SCHOOL I i .. r I H • • • 1 0 . . , , , . _; I 1 1 , I MODERNIZATION ,, , . SQ - 1 'I 14 gigrigo0 918 7 604 3 2 , 1 y y / ' 9000 SW DURHAM RD. 1 I `_____________ se ' TIGARD, OR. 97224 CLASSROOM CLASSROOM i 416 1 16i2 J I I JOB NO: 16992.00 ® I I ISSUE DATE: 06/19/2018 II Jurisdiction Stamp Area CLASS(FOOM CLASSROOM - ' 631_ I 616 J 1 I I s_---__I S 1 S2 S4 S5 S--- S71 S7 + S8 I S9 (S 1�pS 11) (S 12) (S11111111�S 14) MS HYDRONIC PIPING w PLAN MAIN LEVEL COMPOSITE N PROJECT NORTH TRUE N ~ �� NORTH0 f4\ MAIN FLOOR - FLOOR PLAN - HYDRONIC PIPING ,I _ , „ M3. 12 i32 - -o Ct SCALE: 1132"= 1'-0" ■ ■ ■ ■ I• _ , . o 32'-0" 64'- 0" 96'-0" 128'-0" • SHEET NOTES KEYED NOTES basset& 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 206 ACCESSIBLE. T (206) 340 9500 F (206) 340 9519 �- C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE .,N A N1 i N3 REMAINS IN SERVICE WHEN EQUIPMENT OR N /"'1 PIPING ON EQUIPMENT SIDE OF VALVE IS REMOVED. D. ALL BALANCING VALVES AND BUTTERFLY VALVES CIVIL ENGINEER & LANDSCAPE CI C21 SHALL BE PROVIDED WITH POSITION INDICATORS Cardno AND MAXIMUM ADJUSTABLE STOPS (MEMORY 6720 SW Macadam Ave Suite 200. � / STOPS). Portland, OR 97219 C " \\ N6 E. ALL PIPING SHALL BE COORDINATED WITH ALL T(503)-419-2500 ND /) OBSTRUCTIONS STRADES HALL BE PROVIDED AT NOFFSETS IN PIPING UND � \-'� STRUCTURAL ENGINEER N y ADDITIONAL COST TO THE OWNER. F. PIPING BRANCH SIZE SHALL MATCH VAV BOX Catena Engineers �,' �G4CID REHEAT CONNECTION SIZE U.O.N. Irving \ 1500 NE St, Suite 412 Portland. OR 97232 ' - C5 N8, T(503)-467-4980 • MECHANICAL ELECTRICAL & FOR UPPER LEVEL a , - C6 PLUMBING ENGINEER 1, NORTH REFER TO M3.14 N9 • Glumac 900 SW Fifth Ave.. Suite 1600 / Portland, OR 97204 T(503)-227-5280 I'V1 1) 131 r � FOOD SERVICE CONSULTANT � • �` � ` � N r � l C7 IN 10) ti / Webb Foodservice Design ' L_� 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ... ' ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 CA �. Seattle,WA 98119 �'` T 206-378-0569 CB . COST CONSULTANT • •... 1 I ' Construction Focus - 7 ' � 740 Almaden St. Eugene, OR 97402 CC •+ _.-_. . T 541-686-2031 EXPIRES: 12/31/19 CD` . - (--c0 PROFfi\_� ' �6i NFF.p �yI _ NURSE. U I co � •i��J� 1 1 i 1 1 1 I �� OREGON O (C EBF I --- - ( `�'1BeR '5\7' �) sy C, � - moi= - � . _ I�- -,- - -(cF _ S1 — -- n : — -- -- — — — — Q ; I ( B - • li I 1 I IN - TCI) FOR MAIN a 0111-4 —r _ v J Sxo � ' LEVEL REFER TO M`3.112 w�a�x SSD — —_ FOR MAIN aI - 2 4 K SE LEVEL REFER TO M3.12 =- �� AEROBICSMIF.1 M4.25 f I w202 I: �� *-- --I- I - - - - I - . I I0 11, SG . Ia 1 1• , 0 THAM LOCKEIE/W LOCKER I 0 j __ . -_ ' - •-ii_.-- ._ - TOILET SYA/i tP STOR �—� -h ._- I IIIrA77,..�7421 4h�t; I I � EXTERIOR BALCONY C 3 4 — „, .,�„ REVISIONS DATE r\S L i s • • I I ,,,,._- / - -- .- -I SPUR — C M I M6.01 N • VAV VAV I ` --- BB N . N 1 1 ,r\,_/1)-- -1— - .• '. Ta..;;,us g li 9 ) - lYVV ..b = � . I 10 SNat40 1. 11:111_ VAV �, � VAV 7 _ ILiii 8 VAV li �` I I 7 TU 1 r 1 __ _ I i ~•^0.A3 DOM C. �.�IJTER^SCIENCE `EJ 9 6 r 1 CLASSROOM .< CON .7-V t . . p; " TU SPP� _ - — - - _ - - . .-. �_ 9-10 - TIGARD TUALATIN SCHOOL DISTRICT i------- f I E) 9_7 TIGARD HIGH SQ1 • SCHOOL 141 0 9 $.8 sig 6 + 4 OUO (E) s 8 I MODERNIZATION I TU O REBALANCE SCHEDULE: (E) 9-9 _ _ VAV 5:0.7 GPM VAV 6: 3.4 GPM 9000 SW DURHAM RD. VAV 7: 3.8 GPM TIGARD, OR. 97224 - -- -- • - - VAV 8: 3.8 GPM VAV 9: 3.8 GPM JOB NO: 16992.00 VAV 10:3.4 GPM ISSUE DATE: 06/19/2018 VAV 11: 1.2 GPM Jurisdiction Stamp Area ,1 ` \ 1 -7-� TU9-6: 1.2 GPM ( -- 57. 18 X9.2 (S10 S11 (S 1 Z S 14) TU 9-7: 1.2 GPM •. V 1 TU 9-8: 1.2 GPM ',..____i -_/ �__,./ / ..�� TU 9-9: 1.2 GPM 0 UPPER AUX - FLOOR PLAN - MECHANICAL PIPING TU91o: 1.8GPM SCALE: 1/32" = 1'-0" HYDRONIC PIPING UJ UPPER LEVEL SOUTH COMPOSITE PROJECT NORTH N TRUE ~ NORTH grAl 2 1132" = 1'-0" CL LU M3 . 13 • • • M ■ ■ ■ ■ M MI 0 32'-0" 64'- 0" 96'-0" 128'- 0" SHEET NOTESassett KEYED NOTES o i I - 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. aREQUIRED BY CODE. 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 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 AI REMoVED, CIVIL ENGINEER & LANDSCAPE �rNA N 1 N3 D SHALL BALL E PROVIDED WITH POSITION INDICATORS Cardno N L/ AND MAXIMUM ADJUSTABLE STOPS (MEMORY 6720 SW Macadam Ave Suite 200, r _ .-,-, ._., �„ A STOPS). Portland, OR 97219 2 1- co Cl 1 E. ALL PIPING SHALL BE COORDINATED WITH ALL T(503)-419-2500 1 it-ti �C - / ,, ',---, -,,. -,\,. � TRADES INVOLVED. OFFSETS IN PIPING AROUND �,� C3 OBSTRUCTIONS SHALL BE PROVIDED AT NO STRUCTURAL ENGINEER / ADDITIONAL COST TO THE OWNER. C• N � f 500 NE Irvin StSuite 412 / STANt, F. PIPING BRANCH SIZE SHALL MATCH VAV BOXEngineers N D I HN2 - REHEAT CONNECTION SIZE U.O.N 9 ` / O°"'" ; \, , , \ Portland, OR 97232 / \ N 7 T(503)-467-4980 �N E i 1 C4 �� F�� r, EX I. ♦ °'" "°'' 1% MECHANICAL ELECTRICAL & X N8 PLUMBING ENGINEER � 5 ..•♦ a Glumac / - ,,i.' _ c' C6 900 SW Fifth Ave., Suite 1600 N9 � ,�♦ i �� /5-. . Portland, OR 97204 / '-• ' 4� "� ♦ T(503)-227-5280 FOOD SERVICE CONSULTANT 1 -,,,_.", - - , -, ♦ / / . IN 1 1) \ Webb Foodservice Design 1 CASA« �� 3700 SE Lafayette Ct. rn, / / \ NI 3) Portland, OR 97202 ., .,.....„....,..„. U a:2 ♦ SSROOM , 1 IN 1 0)f, \ ,.______ T(503)-236-8566 / �` �� y ACOUSTIC & AV CONSULTANT F..-., ;11 1,N213, _ / The Greenbusch Group - '' •77/ ♦ _ 1900 W N€ckerson St. Suite 201 CEP.SSRDOM Seattle,WA T 2063 80 69119 ' ( CA Ii i / , , ` 1j REBALANCE SCHEDULE: COST CONSULTANT I , , , . Construction Focus '/71 1 C B , -- .,: ) VAV 29: 3.2 GPM 740 Almaden St. VAV 30: 6.0 GPM Eugene, OR 97402 1 1 ,-CS, / VAV 31: 2.9 GPM T 541-686-2031 II VAV 32: 2.8 GPM VAV 33: 3.2 GPM SI I , /I -, . CC EXPIRES: 12/31/19 VAV 34: 3.2 GPM is am MM. ili MIII. I1i 1 .. iMM. II. MINIMUM. OW 4111=114;=1 . 1 ,.. 1 VAV 35: 2.9 GPM • VAV 36: 2.9 GPM k. ��D PRO/t- - � 1' __ ( . ., . , VAV 37: 2.6 GPM �,d F,¢ y C D � ItiL DOUBLE HEIGHT SPACE • __ �/ VAV 4$: 2.9 GPM 9Q VAV 49: 3.1 GPM s� �----� AliOREGON VAV 50: 2.9 GPM ��F�i 1� \� I M3.12 i .[ . --- .: VAV 51: 3.7 GPM R . 1 VAV 52: 2.9 GPM 0sy�A M, GNk,�� ^EI VAV 53: 2.9 GPM VAV 54: 2.9 GPM I VAV 55: 2.9GPM I II 1 . CF - 1 :, - - -- - - - . ,. -- --- - . - _.•. R - 11.1,1111111 IMi...II M --- - _..- .. „. ._. �SA, I {E) j VAV \ {E) VAV\ �� VAV Q a50 {� VAV FOR MAIN 1 �._.____-� ( 52 /�� x 49 LEVEL REFER TO M3.12I P ,_. 1 SB I4... ..k.. ,-- - - ., - -_ -- , -',, - -- - . ‘18 VAV (Ey 54 • Ail ! FOR MAIN 1 _ \ / VAV VAV , ., 1 LEVEL {E} 51 ( 5. : 48 SD _ REFER TO " : VAV ..: .. ----- S0--. . .._ �-- :.__ J_.-- - -- - I M3.12 {E) V55V it, 35 ; �' .. -,.-...., :- .! - .1----.: r . ,...d r_,,, _ _ ._._( \ 0 VAV 37 • 41) , . 36 411 . 1 1I4 0 1 I , ie ! _ {E). VAV .`'� VAV " A I , - �E) 32 (3) . ; iei .-- -- , __ . ___ _ ._ ____ . ,, .„,.,. .„ .. . •___ _ a,- -.a , •19 1 1 1 1111W /1\t \ REVISIONS DATE - MIil - - - Il � I . - . 1 - . . ii . � il , .. .... am imr GM 411 . %VAV - , -. ,_,. __ D - \4/ {E) VAV\ /VAV E) VAV N S L 1 I / (E) 1 30 29 VAV �► FOR LOWER a ( - 311. SM 01% LEVEL REFER TO M3.11 - BB iall------ ® FOR UPPER a 1 ! , = S1 E1 LEVEL REFER TO M3.13 E2 CL SN so ., FOR LOWER LEVEL REFER TO M3.11 S2L______ � I FOR UPPER 1 1 TIGARD TUALATIN SCHOOL DISTRICT S P� „i I LEVEL REFER TO \M3.137 TIGARD HIGH 1 I , , 1 , 1 i ! 1 SCHOOL SQ - 1 1 1 1 . , 1 : , , ' 11. i i , , , , . i . 1 1 MODERNIZATION . ,- [ : , . . 1 4 IIDIN"010 9l 8 i f 6 i f 4 i DSO . !1 ,1 . 1i 1 ,i 9000 SW DURHAM RD. 1 i i ITIGARD, OR. 97224 I JOB NO: 16992.00 1 ISSUE DATE: 06/19/2018 I 1 Jurisdiction Stamp Area j S1 ) S:S3.21. S5 1 S6 /S7. 1 S ' 9.2 �S10S11\.....___/ \--..,./) (S12 S14) .____.., \___,..././ HYDRONIC PIPING w PLAN UPPER LEVEL co NORTH COMPOSITE PROJECT NORTH N TRUE iV ~C NORTH G UPPER LEVEL - FLOOR PLAN - HYDRONIC PIPING0 - M3 . 14 SCALE: 1/32"= 11-0" ■ ■ ■ ■ 1132" = 1-0" W 0_ ■ ■ ■ ■ 0 32'-0" 64'-0" 96'- 0" 128'-0" ./ SHEET NOTES KEYED NOTES ciDbaSSett/ 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 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 NA E. ALL PIPING SHALL BE COORDINATED WITH ALL T(503)-419-2500 TRADES INVOLVED. OFFSETS IN PIPING AROUND rN B �N 1 OBSTRUCTIONS SHALL BE PROVIDED AT NO STRUCTURAL ENGINEER ADDITIONAL COST TO THE OWNER. Catena Engineers F. PIPING BRANCH SIZE SHALL MATCH VAV BOX 1500 NE Irving Suite 412 REHEAT CONNECTION SIZE U.O.N. Portland, OR 972 9 T(503)-467-4980 32 , 0 IC3 NC N N6 MECHANICAL ELECTRICAL & 4' 411) PLUMBING ENGINEER N❑ '-� C.,) Glumac r- \ �� 900 SW Fifth Ave., Suite 1600 �� Portland. OR 97204 ( CU 'jA I �'C 5 N 8 T(503)-227-5280 ,,,, ( 6 4110 ,, --, , FOOD SERVICE CONSULTANT C6 �� Webb Foodservice Design .. N 9 3700 SE Lafayette Ct. _/ Portland, OR 97202 ` T(503)-236-8566 --,1--/ 0, / CU 1 ACOUSTIC & AV CONSULTANT 18 .� I I �'`� I 1 The Greenbusch Group is \� -. \\H. ��. �\ 'iN 1 3) 1900 W. Nickerson St., Suite 201 / . / IN 1 o) Seattle,WA 98119 19U ) i /-----___, T 206-378-0569 N*°\*ri �� \ COST CONSULTANT I / <RTU>_______; �., I \\ / Construction Focus 740 Almaden St. ) z ''..\ / �, / Eugene, OR 97402 / �`� i�:, T 541-686-2031 A CB \% j EXPIRES: 12/31/19 RTU 1 PRO/t MUA I ;�; - f' `' S 4GIN4 , El I CC ..� _ ; T / (RTU I = __ - II (lt OREGON .�O v� ' R 31. G\ 6.3 � j y � I- / oy ��- I{ I_! _I ��4 M. GN CD • IT ' i / i CE0 a. . . CF - , 1 , 0 (RTU I 2U 4 .33 i 4 r R� C--1D-1 --- . ,.._ . , - ...... --,.......... — — . I (---- -- X cu ____ __, SSA AQ I- ---- 1 H 14 ) LAWEN 1 - - o I �� cu41 (OSA) P 1 0 ISB - — — — 9 — 1 I RTU CU LI I 1 1 �~ \ 9 \� - , 10 /. (RTU) SCS - MI 1 01 ...H. � I <RTU> I D I - \I im _ i� 8 I 1 1 5 1 *__ I I _, I 4 _4 I , 27 ' 0 – 1 _ "— — (RTU) . – I S F I �—� 7 _i �- H 1 qN) 0I , 0 , REVISIONS DATE SG - • 1 I I1 0cU 1 ,..\../ < 6 > 0 1 M4.28 5 N I (RTU I , I � . 10 I ff, –.1m,. ,i ,-..imi,. . ' ' '11143— mi. ININI .1 ,1 11 IIIINIMIIIIII . i j . . . . , , , i. ., • • , Im, 0 D SSL - � osA iI � - - - f 2 ! B E2 Sm), r , -3 `1/ Cu / - J - -- -.-- � I ...._ 11 1 �I I SN II IIJ l 1 1 TIGARD TUALATIN SCHOOL DISTRICT 1Sj&------- 1 i , i 1 , 1 ! 1 ! . ! : ....____... 411 /1" , TIGARD HIGH II 11� • SCHOOL 1, , . ,. MODERNIZATION 1 I. _._ .. .I I RTU 1 tE)\ — I 9000 SW DURHAM RD. I 14 I 1 9 8 , V 5 4 3 ' TIGARD, OR. 97224 C I � JOB NO: 16992,00 I ISSUE DATE: 06/19/2018 i I — — — — — — — — — Jurisdiction Stamp Area I I . 51 S2 S3 54 �S5 S6 S7 S8 S9 SOSS 11? (S 1 2S 13) HYDRONIC PIPING w ROOF PLAN COMPOSITE PROJECT NORTH N TRUE ,(1/ C~ I� NORTH C 0ROOF - FLOOR PLAN - HYDRONIC PIPING �/ Ct SCALE: 1132 = 1-0" L,_, M3 . 15 VAV N14 , OFFICEo KEYED NOTES SHEET NOTES VAULT ) ' 1 PROVIDE SEISMIC"V" OR"U" PIPING LOOP SEISMIC A. PROVIDE ALL MATERIALS AND EQUIPMENT AND VAV - ., @ PERFORM ALL LABOR REQUIRED TO INSTALL = pp JOINT. COMPLETE AND OPERABLE PIPING SYSTEMS A5 bassetti N13 I A110B -<''-',,,.-` NC7 2 PROVIDE 3-WAY VALVE `� INpICATED ON THE DRAWINGS, AS SPECIFIED AND C3 `,-.,, • REQUIRED BY CODE. ii. `�`�� B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, architects T� UNIONS, TRAPS, FLANGES, AND OTHER �NC / -- ,\ APPURTENANCES REQUIRING ACCESS ARE BOOK KEEPER y� / ACCESSIBLE. A110 / Ike �' C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE �'\ 4. REMAINS IN SERVICE WHEN EQUIPMENT OR 721 NW 9TH Ave, Suite 350 ' PIPING ON EQUIPMENT SIDE OF VALVE IS Portland, Oregon 97209 o REMOVED T (206) 340 9500 F (206) 340 9519 i/ / \ .� D. ALL BALANCING VALVES AND BUTTERFLY VALVES 4' SHALL BE PROVIDED WITH POSITION INDICATORS 3"HWS VAV PRINCIPAL AND MAXIMUM ADJUSTABLE STOPS (MEMORY 3"HWR / N16 i A103 /N9� STOPS). ND if ��.. `,, E. ALL PIPING SHALL BE COORDINATED WITH ALL I .,. CIVIL ENGINEER & LANDSCAPE / `' \� \_ } ' TRADES INVOLVED. OFFSETS IN PIPING AROUND Cardno • :i / > OBSTRUCTIONS SHALL BE PROVIDED AT NO `� / (VAV �`�_ ADDITIONAL COST TO THE OWNER_ 6720 SW Macadam Ave Suite 200, N15 /VAV CONF Portland, OR 97219 F. PIPING BRANCH SIZE SHALL MATCH VAV BOX C2 • / N17 02- ``�` REHEAT CONNECTION SIZE U.O.N. T(503)-419-2500 / STRUCTURAL ENGINEER ELEV 01 \. EL o1-1 p 4 500eNE Irving SteSu e 412 • Portland, OR 97232 r T(503)-467-4980 \ � ` ' SRO t. %' 1 � � � VAV A101 F -- 44,/ N19 MECHANICAL ELECTRICAL & PLUMBING ENGINEER �. RECEPTION o Glumac / . (ATTENDANCE 900 SW Fifth Ave., Suite 1600 COOLER // T A100� . IN 1 1) T(503)-227-5280 /:. // ,'' / FOOD SERVICE CONSULTANT • Webb Foodservice Design Vit_` WAITING �, 3700 SE Lafayette Ct. \ A100A I " \ To(503)-236-8566 02 VAV �� \ �� ACOUSTIC & AV CONSULTANT N18 i. �� :� The Greenbusch Group '-` �' • ��\ 1900 W. Nickerson St., Suite 201 �. .., / ._ er� \ Seattle,WA 98119 � T 206-378-0569 I ' ,„„,,:„.1, -pc. ','/ . ;; •>5.--:/'----_., COST CONSULTANT �. ENTRY VEST. �`.'{ � / / /iI \\�`•-._ Construction Focus N ' N100A I / - \� •--,-\ 740 Almaden St. NA I : Eugene, OR 97402 1 I ;I VAV i ,�' T 541-686-2031 N20 �`' STAIR 01 \ ;. � ._ _• I ST011 I r ,1C-3 C 1 1• =�j LJ ;` - -. i.,, , EXPIRES: 1231/19 1; %:•'' ' �, - f,//i / / � ((g:-..., F.�G I NSF j�� • __._ C C5 C6� C8 . '' 7,01 ___v) q N7, LOBBY v i% • �� • `�p� OREGON , e,if 319 ��N 101 /// > S F,G� I I ',l I I r /; yVA M. CN I i /I' • I� f° WORK ROOM cT 4" HWR E112 i „� 4" HWS ' 1 1/2" HWS 2„ HWS 1.1P-- ---•••.— P— • i 1 112" HWR 2" HWR UP- _- (Th �-+ �1 1 1 1/2" HWS UPS ,I:i CC - — CC I 1 1/2" HWR UP Co ' . f • TO RTU 5 ~ L fit / CAP(E) HWS/R PIPES, 0 MATCHLINE: SEE 1 / M4,25 COUNSELING . - SERVICE IS REFED VAV I E101 I =' , FROM MUSIC WING • : STUD( ,._.,,, , I E2 PENTHOUSE _. _ I i , E,111 i a _..- .. - - 2" HWR UP VAV i ..,: s — — � — � w � — mow — E3 ( # • Y _...._ _ ..-- - -... ..... --- - .... — 2" HWS UP VI ELEC XO ! I UP TO RTU 3 IIli E11 OFFICE ; I •I =---- I El 20A 1 k 30 GPM C- AF - 0 ,II COMMONS 110 W105 • 0 WAITING __... I ( E101A TU • Cr-... - - CD . ur * - - 01 - •,-:,, II , • . .� III •f 202 , ` TU (E) 2" HWR (E) (E) 2.. HWS • FLEX OFFICE 205 )alAITING s I At- I E109 I I E120 I ; REVISIONS DATE ■I 2" HWS UP .... .. r 2" HW �` E) TU N -- I� ; ELEC OFFICE 203 (UP TO MUSIC WING O 0 ' W107 I E102 I _ _ PENT HOUSE) 2111 — OFFICE - N I /- it I E108 1 OFFICE I _ ' I E120C I I STOR. S1 E 1 - I W102A I RD UP '" OFFICE - OFFICE # : � ._� __ ._: �, E2 @E) a CE = _ 1.11IRSIRq UP + E1,07. I E103 - -. i, --� II 3/4" CD I VAV S2 L.__ li ILi E4 GRAZE-N-GC ISS V�106 E121 II CC-RR. - I TIGARD TUALATIN SCHOOL DISTRICT T0OFFICEE�0OFFICE 1E106 VI E104TIGARD HIGH_.___ I 3/4" CD DNS T- CSR SCHOOL ---,- 1 . . , - -,, ,(VAV) MODERNIZATION I , • BOYS T ORTH WING -TO MUSIC WING PENTHOUSE W 03 �' _ i / f CORK - - -4' - --.- — 9000 5W DURHAM RD. — — �CF VV101C _i_ 11::- — - CI --- — _ TIGAR R. 97224 , . ., .,,,..: .i., , ,. _,": ' D 0 / O O l�1 I CAREER CENTER ill :1 I - ' r U I E105 I JOB N0: 16992.00 ---,.., r„.„ • ISSUE DATE: 06/19/2018 4 RADON PIPE UP / RF 4" HWS—o- GIRLS • I W104 ` \, 4 4" HWR -- 6'HWS D Jurisdiction Stamp Area • 4" RADON PIPE DOWN " 4" HW W R w 1 � 6HWRD ' ' .1 4" RADON PIPE r.1. MATCHLINE: SEE 1AAM4.14 ,_ __ ._ -. w w w w w www ww wry ww www w www wr w w www w w w i w i w w�� w I 0 Imo' w IP w w=4:.=AM. � w . MATCHLINE: SEE 1 1 M4.25 MATCHLINE: SEE 1 1 M4.32 3"HWS taT .I4 II CORROO R 0 //1 _� E101 A • M5.01 1 114" HWR TO AUDITORIUM 1 1/4" HWS — >'SA • SA • - HYDRONIC PIPING . ENTRY • LOBBY - ,; - ,� _ RF p -1 F— MAIN LEVEL - AREA — __I. W 0( 7 I wioo I W10 l I I CO N1 i� PROJECT NORTH N TRUE iii I— c H.\,...1.. ) -� 4.. NORTH �,� CC4 14 3 112 �. Et M4 . 13 FLOOR PLAN HYDRONIC PIPING AREA N1 WEST MAIN FLOOR FLOOR PLAN HYDRONIC PIPING AREA N1 . . . . MI 2 SCALE: 1/8" = 1' 0" C1) SCALE: 1/8" = 1'-0" 0 8'-0" 16'-0" 24'-0" 32'- _v_)1 SHEET NOTES N A. PROVIDE ALL MATERIALS AND EQUIPMENT AND N\A N3 PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE PIPING SYSTEMS AS basset/. N / REQUIRED BY CODE.DRAWINGS, SPECIFIED AND architects / 1 B. CONINSTALL 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 %�ii / REMOVED. � } D. ALL BALANCING VALVES AND BUTTERFLY VALVES / NA SHALL BE PROVIDED WITH POSITION INDICATORS `F AND MAXIMUM ADJUSTABLE STOPS (MEMORY .� / STOPS). f E. ALL PIPING SHALL BE COORDINATED WITH ALL CIVIL ENGINEER & LANDSCAPE y ' 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 97219 j �� / F. PIPING BRANCH SIZE SHALL MATCH VAV BOX T(503)-419-2500 / r` \ REHEAT CONNECTION SIZE U.O.N. • `\ \ / STRUCTURAL ENGINEER ;�� \ '-� / / Catena Engineers NC STAIR 02 % 1500 NE Irving 5t., Suite 412 �'\ I. ` �`� Portland, OR 97232 STO2 1 �r /' \ ,` / T(503)-467-4980 / / ,, \ \: ,.\ / N5 \\\ MECHANICAL ELECTRICAL & ' �/ ��;A N6 PLUMBING ENGINEER Glumac NE-i&, \ 1 \ •• / N2 900 SW Fifth Ave., Suite 1600 � \ / Portland, OR 97204 �, T(503)-227-5280 �\ \ • FOOD SERVICE CONSULTANT _ . ,, , . „ 4 \ Webb Foodservice Design Y N - 3700 SE Lafayette Ct �/ \ (VAV) \ ` / \ T(503)-236-8566Portland, 97202 •� �� '" NiO�D N9 �� / ACOUSTIC & AV CONSULTANT 1" HWR N11./ 1 �,�� \ / The Greenbusch Group 1 HWS Seattle,WA 98119 / /; " \ n 1900 W. Nickerson St., Suite 201 %• / , CLASSROOM ,4 \\;, _\, / T206-378-0569 „, , / . N105 y �\ / KEYED NOTES C#) COST CONSULTANT , ir . '' Frff4:QCUS \>� 314" HWS ...4 -. , / 3 PROVIDE 3-WAY VALVE 1114 HWS41 \VAV T541-686-2031 s 4, +/ = /fit ‘w//16.,.\N10 \� v VAV 6 GPM N EXPIRES: 12/31/19 /� N8 , . �/-NifMEETING IVAV) N7 , �. �. �D PROF N 107A \ 1N111@344 \° \. / �, ' �� VAV \ „f _ -� 9a EF Oy il \314" CD ON N5 �' \ r,1. 1` • /I / / ./� � r �. OFFIt RSIRD UP 4 �� A VN OREGON:// OREGON o / �' RD UP \ VAV ) , ,. / , „, ,, „ -.. z<11 ///// VAV RS/RD 314'CD 0 / / `~� ..� N6 RD IDF / ��/ (. VAV \ w ' / VAV N 12 ��. RD UP `� \ RS/RD U P \ �\ \; OFFICE \ (.- , TEACHING KITCHE. iNI,,,. _, \ �_ \ l -,:� I N107C I N107D \ \ _ V i I 314" GD DNC) 314" CD DN / �� /� \. �`! \ RSIR f � �"� t-� • - ,y\ VAV - , ) / R EMER EQMT • , , . . .,t,:. . N14 LTJ - • 314"CD RD UP N11 OC _ OFFICE ELEC RS/RD UP 314" CI \��,/ �/ 3" HWS ' \ �4, , . 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I ____ I JOB NO: 16992.00 ---- -- -- • 4" RADON PIPE DOWN ISSUE DATE: 06/19/2018 -- - \4" RADON PIPE UP - Jurisdiction Stamp Area • _ ' \ RF t. = 5 - L4"RADON PIPE 1% —= MIN SLOPE DOWN IC I HYDRONIC PIPING MATCHLINE: SEE 1 / M4.25 II- MAIN LEVEL - AREA co N2 PROJECT NORTH N TRUE N ~ C 1\ �� NORTH .,) 2 01/8"MAIN FLOOR - FLOOR PLAN - HYDRONIC PIPING- AREA N2 �� • w M4 . 14 SCALE: 1/8" = 1' 0" CL = 1'-O" ■ ■ ■ ■ ■ ■ ■ ■ - - , 0 8'-0" 16'-0" 24'-0" 32'-0" N� N7� ç9) • ./ C3 -- , C4 - C5� CC8 asse i 1 architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 �� , T (206) 340 9500 F (206) 340 9519 �N '`� CLASSROOM \ 4" RADON PIPE UP N203 \�� ` �• �`� / Imo, CIVIL ENGINEER & LANDSCAPE / 4 `�, `v I ��, I - Cardno Co� ..,.,„..: "---.4....N"..,....- � 6720 SW Macadam Ave Suite 200, VAV �V' t/ ` • / Portland, OR 97219 "' ." ..(''' '.. .-"' •°••4141p T(503)-419-2500 N31 �� CLASSROOM { \ T-----' IN 10)ND 4.400 / N202 j �/ \�' 1 , 1 112" HWR / / \ STRUCTURAL ENGINEER \111 Catena Engineers _ 1500 NE Irving St., Suite 412 1 1I2" HWS �� -:,.„ / • V , v� �� ..- Portland, OR 97232 'L-L/ ~1" RS/R. r_./ T(503)-467-4980 C2 RD , ' I � MECHANICAL ELECTRICAL & ! 1 112"HWR � ��RSIRD UP } RD UP ' \ \` > PLUMBING ENGINEER RD UP ' RS/RD UP /\\ 1 112 HWS " \ ..., Glumac RD UP ��-%� �'•. / • y>-, 900 SW Fifth Ave_, Suite 1600 N44411 RSIRD UP • �/N32\ \ - -; I IPortland, OR 97204 4((.:CU 1 I�i" / \ CLASSROOM T(503)-227-5280 X15 1 N201 %% �� FOOD SERVICE CONSULTANT �• ,'; VAV ` � \ / fN 3� Webb Foodservice Design I. 314 C �_ RD 1, RD/RD� N35 . � (VAV) , , ' / �� 3700 5E Lafayette Ct. �I • i I ,.,�� •� Portland, OR 97202 N E/ RS/RDRS/RD N33 / \ \ T(503)-236-8566 / LEC / / ------- \ `� / UPPER COMMONS I �� ACOUSTIC & AV CONSULTANT \ N200C The Greenbusch Group FCU / - I I I 's- 1900 W. Nickerson St., Suite 201 /�; - , Seattle, WA 98119 ,3 � , : SHEET NOTES , T 206-378-0569 314" CD DN •-..z-....s.,,,,,.„,,,,,„„N. / \06, / �` A. PROVIDE ALL MATERIALS AND EQUIPMENT AND �'' �` / PERFORM ALL LABOR REQUIRED TO INSTALL COST CONSULTANT TO FLOOR SINK �. 'w COMPLETE AND OPERABLE= PIPING SYSTEMS A5 A _ Construction Focus �� /, /,'�` �\ INDICATED ON THE DRAWINGS,AS SPECIFIED AND 740 Almaden St. '�� --- REQUIRED BY CODE. Eugene, OR 97402 p/////// 'Z-',,,'„''44-''': ,'\ / B. INSTALL PIPING 50 THAT ALL VALVES, STRAINERS, T 541-686-2031 f' UNIONS, TRAPS, FLANGES, AND OTHER { /. ° / APPURTENANCES REQUIRING ACCESS ARE - i / / ACCESSIBLE. .( i ' ;' �\ C. ALL VALVES SHALL BE INSTALLED SO THAT VALVEREMAINS IN SERVICE EXPIRES: 12/31/19 - I / PIPING ON EQUIPMENT ISIDE EQUIPMENTHEN VAVE IS0R �\D PROFF STA:R;.401:1'/''' REMOVED. S� �G t NE-4;p'�/Q �� _ � ST01-1 D. ALL BALANCING VALVES AND BUTTERFLY VALVES �� q 44* SHALL BE PROVIDED WITH POSITION INDICATORS I / AND MAXIMUM ADJUSTABLE STOPS (MEMORY STOPS). gn OREGON E. ALL PIPING SHALL BE COORDINATED WITH ALL F 1ry� \c') n VAV TRADES INVOLVED. OFFSETS IN PIPING AROUND OR �� /1 \ OBSTRUCTIONS SHALL BE PROVIDED AT NO `�h'C/� CN G N34 ti / ADDITIONAL COST TO THE OWNER. s 1 F. PIPING BRANCH SIZE SHALL MATCH VAV BOX COI IR • / REHEAT CONNECTION SIZE U.O.N. N20{A /% //// .„ I ." (MUA • 1 _1 i — — I- T(RTU II 2" HWS DN I 211HWRDN` /' // CC O � KEYED NOTES 07) � I I I � _ ? i i I 1 I 1 I 9 fir= c I : , T I / : // \� /I I / i� �� CDL - - - I - - -- _ . / ! tI A REVISIONS DATE TE i I DOUBLE HEIGHT SPACE i I N • 1oM4.13 /// jN2 {` / I � S1 E1 I I iE2 a 1 1 S2 --- j I I I TIGARD TUALATIN SCHOOL DISTRICT . , TIGARD HIGH 1 , 0 , , { II 1 1 , I .. SCHOOL 1 0, I, , MODERNIZATION II , f • 1 , , . 9000 SW DURHAM RD. ' 0 ' TIGARD. OR. 97224 I i I 'i 1 I 1 JOB NO: 16992.00 C _ - ISSUE DATE: 06/19/2018 i { Jurisdiction Stamp Area Ilk '' 0 ` E • . .., .L11R- --�--�� . �. .� �� i A . i i _ i _ _ ii _ OW __ Mb sip r � • r� Wr i 4 io ib 1 . . I i i ce! d �a �r IMI ilt II1 { I ISI III Alk I HYDRONIC PIPING M5.01 1% [ - - 1: i , UPPER LEVEL — CH AREA N1 �C6 4 �'3 2� PROJECT NORTH N TRUE F— I c u �N I� NORTH �,\ W M4 . 15 1 UPPER LEVEL - FLOOR PLAN - HYDRONIC PIPING- AREA N1 118• V-0"V-0"• • • • = = • 0SCALE: 118"= 11-0" 0 • • . •8'-0" 16' 0" 24'-0" 32'-0" bassett! architects \ ,NA N 1� N 3 N B \_`\ 721 NW 9TH Ave, Suite 350 SHEET NOTES Portland, Oregon 97209 T (206) 340 9500 F {206} 340 9519 A. PROVIDE ALL MATERIALS AND EQUIPMENT AND • PERFORM ALL LABOR REQUIRED TO INSTALL /'- iiti '- ' • COMPLETE AND OPERABLE PIPING SYSTEMS AS INDICATED ON THE DRAWINGS,AS SPECIFIED AND CIVIL ENGINEER & LANDSCAPE REQUIRED BY CODE. Cardno B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, ` - UNIONS, TRAPS, FLANGES,AND OTHER 6720 SW Macadam Ave Suite 200, �. A!it Portland, OR 97219 /, VHF ACCESSIBLE.NCE S REQUIRING ACCESS ARE ( ) T 503-419-2500 / C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE REMAINS IN SERVICE WHEN EQUIPMENT OR STRUCTURAL ENGINEER / PIPING ON EQUIPMENT SIDE OF VALVE IS Catena • REMOVED. 1500LANCING VALVES AND BUTTERFLY VALVES NE IrvingEngineers e 412 ` \ / D SHALL BE PROVIDED WITH POSITION INDICATORS Portland, OR 97232 � ` AND MAXIMUM ADJUSTABLE STOPS (MEMORY T(503)-467-4980 , STOPS). /\ \ / E. ALL PIPING SHALL BE COORDINATED WITH ALL MECHANICAL ELECTRICAL & �NC • TRADES INVOLVED. OFFSETS IN PIPING AROUND PLUMBING ENGINEER ` - . OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. Glunlac i �''' - 900 SW Fifth Ave., Suite 1600 �\ / /', F. PIPING BRANCH SIZE SHALL MATCH VAV BOX STAIR 02 \\� / i Portland, OR 97204 ST02 2 / / REHEAT CONNECTION SIZE U.O.N. • �ti. 7:"'. .�9 \ T(503)-227-5280 ,�' -, FOOD SERVICE CONSULTANT �I F : CLASSROOMN2074. �:A� 1 /: �N2 Webb Foodservice Design 7).„.:: 3700 5E Lafayette 2Ct.Portland, OR 97202T(503)-236 8566OV1DE 3 WAY �.' ` \ ;� ACOUSTIC & AV CONSULTANT \N E\ VAMC r / The Greenbusch Group VAV / 1900 W. Nickerson St., Suite 201 N27 \ , # Seattle,WA 98119 vvv KEYED NOTES o T 206-378-0569 FLEX!MTGNCOST CONSULTANT N209A PROVID' WAY �;Ct\\ :. • \' 44k4P VALV CLASSROOM Construction Focus �' - \ N206 ..., 740 Almaden St. VAV �� \ ,, Eugene, OR 97402-/ N26 �� V \� / T 541-686-2031 \ ►. �.; ` VAV \ �� _: N25 �r, . +` \\ EXPIRES: 1231/19 f /4441114" HWS CLASSROOM 1 114" HWR �,\ ..�/ �� PRdFf`1' // N209 (VAV(N28 . 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SCHOOL tT , , ~�. . ..„. MODERNIZATION ; . 9000 SW DURHAM RD. TIGARD, OR. 97224 I I JOB NO: 16992.00 ISSUE DATE: 06/19/2018 ,I li Jurisdiction Stamp Area Il MUA ) I1 i 1!# II I(RTU) I HYDRONIC PIPING 1 w UPPER LEVEL - ! 7-7 I cn AREA N2 I PROJECT NORTH N TRUE ' V !— Ili NORTH V �. w M4 . 16 UPPER LEVEL - FLOOR PLAN - HYDRONIC PIPING- AREA N2 1'$ = -° °- . . . . .. = . . . . � M SCALE: 1/8" = 1'-0" 0 8' -0" 16' 0" 24' 0" 32'-0" N7 Ngo NA NB ttl _ ..,...,, . . ..., .. . . bassetil . , .,, .�. . ,,,.„ ,, . �N�� architects / 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 / ,�` T (206) 340 9500 F (206) 340 9519 / . NC �cb (N1 1) CIVIL ENGINEER & LANDSCAPE '� �� Cardno �4� / \ 6720 SW Macadam Ave Suite 200, \: v� ,- \ I Portland,(503)-419-2500 19 z / \ , . :,r #N 10) @Di �� \� / \ �� STRUCTURAL ENGINEER . / `� / Catena Engineers / \ ,, 1500 NE Irving St., Suite 412 �� Portland, OR 97232 \.-, \ T(503)-467-4980 \. MECHANICAL ELECTRICAL & / \� --/22 '''''''.-- PLUMBING ENGINEER - A,, Glumac / r // / \ � 900 SW Ffth Ave. Suite 1600 . T\�f ��1T(503)-227-5280 /t \� �` �� FOOD SERVICE CONSULTANT IN 13) \`� Webb Foodservice Design / �„ 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 « •� Seattle,WA 98119 . . '-• / ... ` �\ \ \� T 206-378-0569 o �� / \. �� COST CONSULTANT \ / / / Construction Focus L � / / //t), \ 740 Almaden St lippo ,' j- I,--:, -;', --- ' , . -I; ' /' _� //� �� r Eugene, OR 97402 T 541-686-2031 ,,,R,,,,,,,,, :,,,,,.,,,,,, :( ji / - . ! �'`� ;i , / - . EXPIRES: 12/31/19 ` / / ".7 / S� t'GINSF `fQy s 1. i / N t, \ �� ,/77/ J �� OREGON ,. , ,,,, ,,,/, / 4,/y0,4 0 m. 1. c1i _- I c3 @::,1,4i c6 C8cx\c5_, ..._ , 4" RADON PIPE / i • DISCHARGE LOCATION / �� I / .. �� RTU '` ill 'I MAINTAIN 10' FROM OPERABLE 5 �! �` / i I WINDOWS OR OUTSIDE AIR INTAKES p ..E,- ///,.',/./ `/ J /l / i‘\ � // ��_ .•� ` f / i _ J (1-..r. , ! .... .... - - - , ,k.....L.,-.), - . / / / �� i I / 1!" 1 ,/RTU , �I / i \ I 3IIa / `. / r. rrrr � � I j / / I I 1 / ijlll I \ ! i I I ID - - i S I , I # REVISIONS DATE ii /::-;4ht_r___,, I N JN • S1 El • • E2 IS2 1 ITIGARD TUALATIN SCHOOL DISTRICT .0 . TIGARD HIGH 1 I il� ;"I' ji � ii sI- ioczL1 ; r " MODERNIZATION i, . ,, , ,, ! , , , 1 1 , • �'�I I� i I 9000 SW DURHAM Rp_ . . -.-,_ I . j �! i TIGARD, OR. 97224 �i �' — — I ' JOB N0: 16992.00 � ISSUE DATE: 06/19/2018 il' : Ii CF ` 4„ RADON PIPE - — — — — — — — L — j I DISCHARGE LOCATION 1 ` I l _ Jurisdiction Stamp Area - � Is III - I t r II Hi , i . 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(S 1(S 14) 14 13 12� &IL\ NORTH M4 . 17 1/8" = 11-0" w ROOF - FLOOR PLAN - HYDRONIC PIPING- AREA N1 ■ ■ ■ ■ m m °- (7' SCALE: 118" = 1-0" ■ ■ ■ ■ _ _ 0 8' -0" 16'- 0" 24'-0" 32'-0" NA \ __,-'.-„ \N � N3 NB \,___,/ bassett/ I architects �N4 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, 6 Portland, OR 97219 , _ _ T(503)-419-2500 STRUCTURAL ENGINEER N5 Catena Engineers O 1500NEIrvingSI, Suite412 Portland, OR 97232 T(503)-467-4980 ND ;` MECHANICAL ELECTRICAL & • ,1 41) , PLUMBING ENGINEER / Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 A C /' T(503)-227-5280 ll` VC FOOD SERVICE CONSULTANT Webb Foodservice Design ~o Portland, OR 97202 Ct. ` _ T(503)-236-8566 ;ci ACOUSTIC & AV CONSULTANT The Greenbusch Group ,<" , 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 ...‘*".NN''''''%,..,:‘,.,. ..,.' .,, , . - •, , COST CONSULTANT • Construction Focus 740 Almaden St. • Eugene, OR 97402 T 541-686-2031 _ ' EXPIRES: 12/31/19 C �,�i PRIFff q �� 90 F. 4' l , eL4PN --,, .„_ \ �, OREGON , 2‘\ ( CU 6 ` vp��4'�R '3.\ y GP ( CU \ . 5 / , , /-,. /19 ., . , .,,,, 1 , .. .` , . .., 8 ,,, , .,„.., -,,,,,,, // , ,,, ,, ,,,, . . 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PROVIDE ALL MATERIALS AND EQUIPMENT AND �� ./..----„, � PERFORM ALL LABOR REQUIRED TO INSTALL 721 NW 9TH Ave, Suite 350 S 1 S2 S3 S 3.2 54. S5 S6 S7 S r7. 1 S8 S9 9,2 (S O) COMPLETE AND OPERABLE PIPING SYSTEMS AS Portland, Oregon 97209 INDICATED ON THE DRAWINGS,AS SPECIFIED AND T I REQUIRED BY CODE. T (206) 340 9500 F (206) 340 9519 1 • i 1 B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, r UNIONS, TRAPS, FLANGES, AND OTHER APPURTENANCES REQUIRING ACCESS ARE • ACCESSIBLE. CIVIL ENGINEER & LANDSCAPE 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). Catena Engineers • E. ALL PIPING SHALL BE COORDINATED WITH ALL ' TRADES INVOLVED. OFFSETS IN PIPING AROUND 1500 NE Irving St., Suite 412 OBSTRUCTIONS SHALL BE PROVIDED AT NO Portland, OR 97232 ADDITIONAL COST TO THE OWNER T(503)-467-4980 I F. PIPING BRANCH SIZE SHALL MATCH VAV BOX 4 , — � — — i • - 4p — — • — i — i , — an. — — iim. — . , — „ri , � „r, ,D — ilUMxx — xx — xx — xx — xx - xx - xx - 1MMP - IP - 1 - il - 'xpimx - xx - imix - MEI ,,,INN/N — 41 — ii — IMI � — � REHEAT CONNECTION SIZE U.O.N. MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac AI 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 M5.01 T(503)-227-5280 • I I FOOD SERVICE CONSULTANT • — Foodservice Design — _ _ I ---SSA Webb -1111=1111=1111 �'� 3700 SE Lafayette Ct. - - I - IIEL:1 ATOR MACHI E E1�1=1VATOR Portland, OR 97202 ROOM WO3B 1 T(503)-236-8566 ID I5STO4-1 04 ELECTRICAL AW001 ) ACOUSTIC & AV CONSULTANT wool The Greenbusch Group Seattle, WA RD U 1900 W. Nickerson St., Suite 201 RS/RD UP RD UPRS/RD UP 314"CD_ I T 206-378-056998119 06 38-056911 1 RD ( U COST CONSULTANT RD RS/RD KEYED NOTES Construction Focus RS/RD I 314" CD I 1 CONNECT CONDENSATE PIPE TO SINK TAIL PIECE. 740 Almaden St. 1 Eugene, OR 97402 314" CD 76,r:L., 2 PROVIDE 3-WAY VALVE T 541-686-2031 i - VAV F Lid OFFICE OFFICE I EXPIRES: 12/31/49 • • W003 W002 5�M IN??:,;,'Se;_% , PR°7>> 0 —I 1 I OREGON i `gyp`''BER 505 I STORAGE I ''444 M C#4 I I W003A . f . ,. . . . . 11 • a © I I - - 1 � ___ . . . . ___ M5.02 ' \M5.02 1 \ Ei1 , I __-.-._.-. . 411) 1L _ ______ .___ i 1 ., , _ __ , • i I is I PE TEACHERS OCKER5�.`1111314TCoD DN I W4046 VAV W004A j 111004C • L10 iI I . . 0 _ X . ..,..,[.. li . • .11 I • I 1BJ � �oC1 _ -17---4T --Pi - I - ; I - ._ ----- _- _- �� ± SE 11 1111 d j' -. :_ - FOR MAIN a -_- = -- LEVEL REFER TO M4.25 I 1 ' GIRLS LOCKERS `'t' 4" RADON PIPE UP/DOWN W004 ' I -At REVISIONS DATE �E - • i 1 114 NWS �__- f " I N f 1 114" HWR /VAV € - TOILETS \ ! I 0 X j i \ LS - Waa4q N N 1 AUX GYM . i Waa�_� — — _ j , 11--1111 1 11 •-- - - -1 � F I CSRR T 77 `, El • I ill E2 (vv) ___ L.__ � —� . . S2 I VAV1 : . L7 ....___ .7 [ ,' : , ;, ----g I ' � TIGARD TUALATIN SCHOOL DISTRICT I ! I I (1 -- ------1 ,,, TIGARD HIGH 1-1',1_,i, 1 , , _.. ._ ._. =---eb 1111 _ I SCHOOL . ___ ___ t . -- ------ - 32------ - - _- I 1 L I sG MODERNIZATION I I ....._ VAV\ - - -� F - ..,. ! i I_s I — i—__ ~ 1 . i-- --- 1 TEAM LOCKER "d' I _ \ [ I I 15.02 �'!I • -._.. WOO4G '" 9000 SWR DURHAM RD. 1 -� .. TIGARD, OR. 97224 � I1. I' uusd R TEAM LOCKEf�i. L -r E I i . JOB NO: 16992.00 • i I W004H W004J li I ISSUE DATE: 06/19/2018 j R-- - - - _ _ — — - - — - • .11,11 - i- - ----- �_� _ _ - .:. �...:= ..I. Jurisdiction Stamp Area - -�1111 1 UNIFORM STORAGE I =�-+ i, • 1 112" HWS W0061 112" HW^ ---- I __ - �- '� ' r _.._ _. - - __ • Li . . _ _____ _ _____ — ._ . 1 . __ _ . " I f § k 3 F a1 1 1 li i 7 — 3 II 1+--1 r r i t n i `1111 t I MATCHLINE: SEE 1 / M4.24 . i I - - - - - MEI - - comm, mi. . . - ._ - - IMP - IMI --- - -- - - - ill MI, - - - - -I-.. — - - - ....�. — _ - 4 — to.. - - - - - - - - - - - - - - - 11 - - - - - 11 - 1111 - - 1111 HYDRONIC PIPING w LOWER LEVEL - cn AREA S -1 PROJECT NORTH N TRUE ' V - NORTH aLOWER LEVEL - FLOOR PLAN - HYDRONIC PIPING - AREA S1 0SCALE: 118 -0 lip Et w M4 .23 - 1 �Ipn _ 1+I_Or+t • . , . v 0_. .■.■•■- 0 8' -0" 16' 0" 24' 0" 32'-0" O © SHEET NOTES KEYED NOTES asSe 1 TEAM LOCKER A. PROVIDE ALL MATERIALS AND EQUIPMENT AND 1 CONNECT CONDENSATE PIPE TO SINK TAIL PIECE. architects i I TEAM LOCKER I PERFORM ALL LABOR REQUIRED TO INSTALL WOO4H W004J l' COMPLETE AND OPERABLE PIPING SYSTEMS AS 2 PROVIDE SEISMIC"V"OR"U" PIPING LOOP @ SEISMIC I INDICATED ON THE DRAWINGS, AS SPECIFIED AND JOINT. • REQUIRED BY CODE. 3 PROVIDE 3-WAY VALVES B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, 721 NW 9TH Ave, Suite 350 I_ _ UNIONS, TRAPS, FLANGES, AND OTHER Portland, Oregon 97209 APPURTENANCES REQUIRING ACCESS ARE I UNIFORM STORAGE 1 112" HWS 'a" 1 - — I ACCESSIBLE- T (206) 340 9500 F (206) 340 9519 W006 C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE • 111 1 112" HWI1 REMAINS IN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE OF VALVE IS _—_ -- _ �� Fu-I REMOVED CIVIL ENGINEER & LANDSCAPE ^i � D ALL BALANCING VALVES AND BUTTERFLY VALVES :.... 1 1 1 b �r 1 �r __ } tI a. '1 • 2" HWS - ' SHALL BE PROVIDED WITH POSITION INDICATORS Cardno Emii � } - I: l_ , y o- '' s�� l ++; V, 2., HWR r - . --..r, VAV T _ �� + AND MAXIMUM ADJUSTABLE STOPS (MEMORY 6720 SW Macadam Ave Suite 200, 1 114 HWR \ L5 i STOPS). Portland, OR 97219 STAIR 11 � �� \ 1 1 114 HWS E. ALL PIPING SHALL BE COORDINATED WITH ALL T(503)-419-2500 imi .1i a 4 ® MATCHLINE: SEE 1 / M4.23 ST11 e 1r ii- _ - - MEN F� TRADES INVOLVED. OFFSETS IN PIPING AROUND -, i- , '■+I — Irrr sr is muss s — '-1— T I l VVtS1� OBSTRUCTIONS SHALL BE PROVIDED AT NO STRUCTURAL ENGINEER S «.a.. VAV F 11 i fiviA 1 �t 6 E pt VAV t J - ADDITIONAL COST TO THE OWNER. �� I _ + L1 - L3 _ Atm— - r--11 ,4, F. PIPING BRANCH SIZE SHALL MATCH VAV BOX Catena Engineers I'I I ; I' I 1500 NE Irvin St, Suite 412 �- �,� - -- I �____. REHEAT CONNECTION SIZE U.O.N. 9 ,r .- __ i -- IL \ I - - Portland, OR 97232 , 3 . t r °�� VAV V ,1 �, J •�� T(503)-467-4980 1{ l I l i 1 i l l i i 11 i i _ _1 _ • -. .. .. ... ' LW- --c- r--r--Y- --r- -r LO ER '�� i 11 \. I I T I III 1 I I zl' • 1 I L4 / woo BR - l / � MECHANICAL ELECTRICAL & n : it ... .. I N J _ C)314"CD DN---- WOMEN PLUMBING ENGINEER € 11 mac TEAM LOCKER F° ,' W013 900 SW Fifth 1 Fr W007H I Porta d, OR 97204 Suite 1600 -_• SL I ® — — — -. _ - -- _ - - -- _ — I_ :I• ..I - — — I BAYS LOCKERS — T(503)-227-5280 I 1; • - W007 1 314" CD J ', V ; ..:. i, -- l STAIR 04 ,a FOOD SERVICE CONSULTANT a 3/4"CD UP-} I + I 1C F� - sro4 01 Webb Foodservice Design ,I, — PE TEACHERS Latayette C . ,'. 3700 SE t WOO7A s • Portland, OR 97202 - T( ) 5032 36-8566 I I. I CONSULTANT 2 TEAM Li3CKER � • ACOUSTIC & AV CONSU S '� `° W0b7J _ .. ,.' 1 L, ' The Greenbusch Group I- -.__. FD x 2„ HWS 41, RADON PIPE UP/DOWN., • • _ __ — 1900 W. Nickerson St., Suite 201 • 1� r_ — — � := - - - VAV �I � , Y Seattle, WA 98119 — _. 2" HWR I -_ r A2 _ T 206-378-0569 w� SM • _ -- - --- _ - _ _ _ _ _. _ - - -: T— 2112 HWR - I f, 11/4" HWS / - _ • I COST CONSULTANT 1 114" HW 2112" HWS / VAV11 i, OFFICE Construction Focus �,� ,I Al 5002A . , 740 Almaden St. rnap a C ,1 Eugene, OR 97402 r w000c 8" HWRT 541 686 2031 8"tCP HWR UP RD UP - v ' i -_ RSIRD 8" HWS UP RSIRD UP I C MICS I' r"n-----. t Ili ' — -- — — ' — — 1. VAV RD 314"CD '-'- 0 STORAGE EXPIRES: 12/31/19 . (VAV r— �:Elp .vm •�OM I .. fr=• 0 © (S12 ) — S9 _. „ , soozl� i°VAV I II a i I u II �`�� , "FF��y / E I 1 , S11 VAV ELEC. I 90 9 MEETING ROOM W012 1 El - H I IL 111 S001 � l � � 1 �i I DRY TEAM ROOM 2 1 ORE =i1 // I W008 ;o - -- 1 1 i i 4., C I VAV I- vSS'yCrq NF-G�� - _ :" � - 1 114 HWR—',3 ==- ------- _ :, M C II + 1 31 D DNS W. — I a 411•1,...,.. ... 4� o f 1 114 HWS J _. 11 r--- TT 10 : , 01 DRY TEA ROOM 1 CORR r f T r T1AININt III[■1 . err:. IT,. ■R W011 I ��' ■..,�M Com � I W009 S0006 � © ■ I • rr R I I f VAV (E)• ,. 2" HWR UP a K OFFICE I I I r1 _ I 1 114" HWS--= 1 114 HWR461 S8• I O 2 HWS UP SO r " n 1 1I4° HWRT VAV 1 114" HWS VAV ' . = W011A , L I �.� �.� _ _ rr_ S6 } - -- ___-_.�.._ � -------- _._1111_ -- -- — -- _- —-- ---------- � — =— _ — _ = - :1111 . I irz � . L • 11_11. 1111.... ...:..._.. ..i._ _._1111. _. 1111._- 1111.- I _y I— i a._1111_,� 1111. J Ii i li VAV S5 : - , ENGINEERING l 1i Cc 2R I — S00 SCOA ' l I 1 IT CLASSROOM OOMI II ;CLEANROOM + Li. I So __ ' - : - I AUTOSHOP i I S004A 1 ' yo l 1 11 r r• S007 II - l __ I I 1 SP - , -- - - - - -- - - -. • - _ - - - .t_. - - - ---- 'I � I�._ _ , 1111 <_ _ �_ EXTERIOR STOR I 1 1 ---- -_ ._____—I---- - ) '..'"'. - - :11.11 1'' L.1 I kk 1 ' i.IEE , I I: I - • I; @____9D 9.2 (S1 0) (S1 1) (S1 2) REVISIONS DATE I I ; . I AUTO CLASSROOM i II; I I. I I , I SOO7A i • I 1 - N N2 N1 -f--_ - - i S1 E1 COMPRESSOR ROOM ,, E2 5006A ;; 5 GP • M ll. (S 1 cS 14) ill ir *9) — — — V — V - - �� j I 1••=,I '''.'.I giii : , . 0 ! TIGARD TUALATIN SCHOOL DISTRICT Ky:) TIGARD HIGH -, © VAV S2 �` SCHOOL ,_ ! _-� CLEAN MAKER SP-AC 1 S005A ni-- MODERNIZATION HEAVY MAKER SPACEi S005 N I '. I STORAGEI i _—___,___.a-11_11..._.._..._-----�__1111.__-1111 . . S006 1 © - -1- I -.1— • VAV I ; 9000 SW DURHAM RD ' TIGARD, OR. 97224 Si I • • JOB N0: 16992.00 ISSUE DATE: 0611 912 0 1 8 � I . I Jurisdiction Stamp Area ' CLASSROOM CLASSROOM I 616 i 612 • . , 1 ' _ 1111 1111 1111.. 1111 1111.. C .. 1111. _—. `1111.....-11_11-.. __ -.�..-1111..._ 1111 , la -1111 ..... _ �.,. __- _ • I ' e -.-...a.��.. '�.. 1111. -'-_ _-.�—_—._�_.. __ - - 1111.. 1111 Ii i 1 11 11-._--._..•..._._.—.a s f iii HYDRONIC PIPING S2 (s ) S3.2 S4 s5 I s6 s7 s7. 1 ss LOWER LEVEL - cn AREA S2 NI PIPING - AREA S2 N ~ LOWER LEVEL FLOOR PLAN HYDRONIC PROJECT NORTH NORTH 0SCALE: 118" = 1' 0" **I f: W M4 .24 1/8" = 1'-O" ■ ■ ■ ■■■■■ - , 0 8'-0" 16' - 0" 24'- 0" 32'-0" • SHEET NOTES KEYED NOTES o A. PROVIDE ALL MATERIALS AND EQUIPMENT AND 1 CONNECT CONDENSATE PIPE TO SINK TAIL PIECE. PERFORM ALL LABOR REQUIRED TO INSTALL 2 PROVIDE 3 WAY VALVE bassettl l COMPLETE AND OPERABLE PIPING SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND _ REQUIRED BY CODE. architects B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS. architects GGV aa77 UNIONS, TRAPS, FLANGES, AND OTHER \ APPURTENANCES REQUIRING ACCESS ARE @---.1� S2 S3 S3.2 S4 S5 @.,i6 S7 ST. C. ACCESSIBLE ALL VALVES SHALL BE INSTALLED SO THAT VALVE�i �S8 721 NW 9TH Ave, Suite 350 REMAINS IN SERVICE WHEN EQUIPMENT OR\ JPIPING ON EQUIPMENT SIDE OF VALVE IS Portland, Oregon 97209 REMOVED. T (206) 340 9500 F (206) 340 9519 D. ALL BALANCING VALVES AND BUTTERFLY VALVES ' SHALL BE PROVIDED WITH POSITION INDICATORS I AND MAXIMUM ADJUSTABLE STOPS (MEMORY • CORR STOPS). W101C ? L.,___ E. ALL PIPING SHALL BE COORDINATED WITH ALL CIVIL ENGINEER & LANDSCAPE I j.. TRADES INVOLVED. OFFSETS W PIPING AROUND Cardno OBSTRUCTIONS SHALL BE PROVIDED AT NO 6720 SW Macadam Ave Suite 200, ADDITIONAL DOST TO THE OWNER. Portland, OR 97219 I F. PIPING BRANCH SIZE SHALL MATCH VAV BOX L REHEAT CONNECTION SIZE U.O.N. T(503) 419 2500 STRUCTURAL ENGINEER I Catena Engineers 1500 NE Irving St., Suite 412 T(503)-467-4980 ii ii Il . 1 I/ II iF i . il il . , i IF 11=BINF OM " LI . _ . , . fir sMI1 slitigililb MID �� r.. �� ....—. � ! 41 OM 1= 1 IMO MECHANICAL ELECTRICAL & - iii. —'"' A4 MATCHLINE; SEE 1 / M4,14 �� + �cc �.1\y PLUMBING ENGINEER CORR 41) S7. S8 tS 1 Ol a �„�1c�® I Glumac M5 01 _ �� VAV I 900 SW Fifth Ave., Suite 1600 - I W12 I Portland, OR 97204 2112 HWS UP T(503)-227-5280 " F- I — �-- FOOD SERVICE CONSULTANT 2112 HWR UP FCU _ (UP TO RTU 4) - SA • — SA Webb Foodservice Design fI = ) / _ Ey o 3700 SE Lafayette Ct. Y __. . ENTRY LOBBY VAV 1" RS/RD It 0 Portland, OR 97202 W100 I W101 W 10 'I F 1 r, RC FCU _�._ I T(503)-236-8566 { 1 109D 10 ;►; I ,: 314" CDS r' ACOUSTIC & AV CONSULTANT 1" HWR 1" HWS i 10 GPM I FIR' I 3" HWR The Greenbusch Group 1" HWS 1" HWR - 3 HWS rI 201 314 CD DNCD I VAV\ 98119 CO SSIONS 4WR 1900 is erson t., uderte- 314" CD DNQ W11 HWS _.__ =161:i. . ' T 206-378-0569 1 - i ( 7 . t ---- 112-1 - II- LI IIJ�.......,, ,,D IE 1 RSIRD „.. L, 09 I I COST CONSULTANT MEN 3/4” 1" RD Construction Focus CDS 1 HWR I 740 Almaden St. 1" HWS 79 GPMEugene, OR 97402 � e�115 I I �NTROL AV RD UP � � I I T 541-686-2031 (V- AV_ - I SB � I RSIRD UP RS/RD UP _ �� _...- - -- _ _ S B - - - - ;��.--1 I i 4 W9 / RD UP 1 114" HWS UP RD UP' sTOI� ECU i,:RSIRD UP 1 1I4" HWR UPI �I`I'z"� %ar9r yI1L 114 o :31 15 7-"M EXPIRES: 12/31/19 .. Le _-i 10GP6r �nr�11C _ � a (UP TO OSU-1) 4_ _ �1LI ��D PRaf ffJ, I yL* �) 711 I Tf ET I TOILET j �� 1 NSF �y w� I W113A CONE W112A I• � g@p�' --- I Will �— - 90 9 , 1 [---1 2- ,_ _ , 4" RADON PIPEI r� ----a> n WOMEN © © 1% MIN SLOPE DOWN STORAGE ��F �E " o W116 COACH LOCKS' W114 1 Ivs SER 5'" c f ' ( 3 )RF \ W112 WFEREE LOCKER~ ' HEALTH o 6,444IN• C�c _...._ , �tr El-11 (UP TO RTU 9) W113 M 1 ,. I s.l I.'.I ij II I � Q //‘ 1 114„ HWS UP 4" RADON PIPE UP/DOWN 99 GPM iii X201 W2I , , 1 114 HWR UP— i AD OFFICE AV 5 N 1 .1i i - will: AD SUPPORT a= \ W3 DICEY \ N11EL___� : Ali I W111A I 4" RADON PIPE UP W5 l III I II . , i i- _ _ - - ] - VAV W6 3 GPM I W7 I / STAIR 07 =.i 1 114" HWS UP T CORR „ STORAGE i I sTo7-1 i 10 QPM il / 1114 HWR UP 1 W1o1c © ` W202A I M5.02 , F (UP TO RTU-6) I L.F n.__. , . I CS Dy -- - 10 GPM I 1114" HWS UP i 1 rl - - 1 114" HWR UP ' - - - — (UP TO RTU-8) ' 11 ' (VfP1/4V W8 i 120 GPM CORR . I W101D E� C:, RR I `00 I I ,- AEROBICS ?� W202 1 — :ORR iI IN200 4' 4" RADON PIPE -• RF 1% MIN SLOPE DOWN -- { 2 / '� \ REVISIONS DATE �i 0 4" RAD DN-* - I 4" RADON PIPE DOWN " WEIGHTS 4 RAD UP W117I 3" HWD -I I — — ` m - - -- -AUX GYM - C+ 3 HWR T - N N1 �7 r W005 I S 42 .,:if'M 1114" HWS UP IE1 r 1 r i— 1 114" HWR UP E2 j . (UP TO RTU-7) I • I T, S2 7 162 GPM I I TIGARD TUALATIN SCHOOL DISTRICT l - TIGARDHIGHI ..._.. 1 , . , ; SCHOOL I MODERNIZATION ., , _, __ _ _:I iih , . _ _ . ______ _______ _ _ _ I AuI II M5.02 M5.02 . __"-..__? 9000 SW DURHAM RD. • TIGARD, OR. 97224 B NO 16992.00 I _ : S H, � � ISSUE DATE: 06/19/2018 [ 3 El 3 _ 1 .___ I Jurisdiction Stamp Area • I SRR STAIR 08 4, HWS- ` ' STAIR 10 STOR. I I I V'101 E I - I ST08 1 I 4" HWR 7 ' TOILET LET STOR. W203 I ST10-2 i W202B W117A i P _ .� y I 1 I.? 1 ing" '. lom I ori I STOF*IGE I I VAV EXTERIOR BALCONY 1 �1 MATCHLINE: SEE 1 / M4,24 S208A j W1 illINIP =In ,M , UM IMili 4MI MIME= IF FED OM 01111110 II iP 1=1 4MID .IMb ,IIMS MP , II . FMB IIIIII 11, 1 . 1 , FS FS il SINN FINWIIIIIND MM. 611 IF I . ,/ IMS iF . , ,I1 . 1 IF 111.111. M. ilMai . , glIMF I'M,. IIIIIIMI IMI 1P MP 11111111MIM IMP , IIMININI MEI IIII IIM!It--Millifill6L , 1 , 1 . . ip iNIMM. . . .I . , . w204 MATCHLINE: SEE 1 / M4.26 I IP HYDRONIC PIPING MAIN FLOOR - FLOOR PLAN - HYDRONIC PIPING- AREA S10 UPPER AUX - FLOOR PLAN - MECHANICAL PIPING - AREA S1 -- MAIN LEVEL AREA SCALE: 118" = 1'-0" SCALE: 118"= 1'-0" cw S1 + UPPER LEVEL PROJECT NORTH N TRUE ' V I— AREAS i I� NORTH 2 gl/ w M4 .25 118" = 1-0" ■•••••••__=�� 0 8,-0" 16'-0" 24'-0" 32'-0" SHEET NOTES KEYED NOTES A. PROVIDE ALL MATERIALS AND EQUIPMENT AND 1 PROVIDE SEISMIC"V"OR"U" PIPING LOOP @ SEISMIC a © PERFORM ALL LABOR REQUIRED TO INSTALL JOINT. M5.02 M5.02 COMPLETE AND OPERABLE PIPING SYSTEMS AS assetti 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 I B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, ADDITION, PENETRATE SIDE WALL TO EXTERIOR AND UNIONS,I ! I APPURTENANCES REQUIRING PS, FLANGES, AND ETHER SS ARE THEN DROP INTO EXISTING CEILING. I I I ACCESSIBLE. 4 PROVIDE 3-WAY VALVE { C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE 721 NW 9TH Ave, Suite 350 � I L4" HWS.---gr, P P NG ON EQUIPMENREMAINS IN SERVICE T'SIDE OF VALVE SHEN EQUIPMENT OR g TAIR oa. STAIR 7Q STOR. Portland, Oregon 97209 TOS 1 4" HWR Tot r== REMOVED T (206) 340 9500 F (206) 340 9519 'I W203 STI O-2 W202B D ALL BALANCING VALVES AND BUTTERFLY VALVES I I — I • SHALL BE PROVIDED WITH POSITION INDICATORS AND MAXIMUM ADJUSTABLE STOPS (MEMORY — -- - - -- - - _ - STOPS). i L 1 "' I� •"-'" - _ _ -- I E. ALL PIPING SHALL BE COORDINATED WITH ALL CIVIL ENGINEER & LANDSCAPE __ _ ____ all ' ----- -- TRADES INVOLVED. OFFSETS IN PIPING AROUND Cardno • OBSTRUCTIONS SHALL BE PROVIDED AT NO EXTERIOR BALCONY • • STO' GE VAV I I ADDITIONAL COST TO THE OWNER. 6720 SW Macadam Ave Suite 200, MATCHLINE: SEE 21 M4,25 Portland, OR 97219 � ,� -� W1 \ I F. PIPING BRANCH SIZE SHALL MATCH VAV BOX T(503)-419-2500 ` 1mob •11, 4MnbIMIIOMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm IiiMilMiGM, MEN '° imllii• oot REHEAT CONNECTION SIZE U.O.N. — immL --W204 STRUCTURAL ENGINEER T_ - - I . - -- - -- - - .. Niro ,. TialI E ; H ,. �. .. � .. .. .. - .. .. � .. � .. .. � Catena Engineers Ir f ' n 1500 NE Irving St., Suite 412 i 1111 hi - WE I Portland, OR 97232 o • --- � , • r' tJ f v I I T(503)-467-4980 WRESTLING W ' _ MECHANICAL ELECTRICAL & S208 CORRIDOR I (UP TO RTU-10) ' 1w2it- i I I PLUMBING ENGINEER . i r S208A 1 114" HWS UP Glumac 1 1 1 1I4" HWR UP I r- 900 SW Fifth Ave., Suite 1600 r, i` -_ - t---k�„ � k � _. Portland, OR 97204 1 - T(503)-227-5280 �� ! _ •'` LI _ _ FOOD SERVICE CONSULTANT • + I i �- - Webb Foodservice Design 314"C 3700 SE Lafayette Ct. ` 3f4"CD ON STAIR 05 Portland, OR 97202 S -2 , T(503)-236-8566 ; ! , I 4" RADON PIPE UP I- _.S p- 1 114" HWS UP I S 1 1 114 HWR UP The G eel b&sch C'' ..4" ° 1% MlN SLOPE DOWN VAV A3 A4 1900 W Nickerson Suite 201 ,t: ! ri I `� " Seattle,WA 98119 St.. S20 _ SCJ - -- ". - �- -- T 206-378-0569 SM - - „ , - - z �* VAV\ a --- — ._, ' • �� T S18 _ COST CONSULTANT COMPUTER GRAPHICS -+ • i •4 RADON PIPE DOWN OFFICE 11 -- S207 1 i ._ _ . - r S002A ;! I Construction Focus } 740 Almaden St. r RF 4" HWFi • Eugene, OR 97402 1 4. HWu =W;: T 541-686-2031 .. 1 I1 !: • { I f�' ,_ -- __ ._-__ -- RS/RDDN PAINTINC ; ' .i.a i III II fel RD UP DRAW J I . , . I , ® ® ®®�• I I I I I �fl EXPIRES: 12/31/19 ., �.... i i k i S20 E � • FLUES TO ROOF �2� I� — c��p PROFFf fey <,- F FROM BELOW - I ca� i rvFF� 9 _ 8" HWR DN I (VAV \ �.: 8" HWS DN 517 2, HWS UP VAV = -_ 9Q • i , 2 HWR UP � S13 --- --• 6 Vw 4 ) �� OREGON I f - PTO ,. �p '1' (U RTU 2 :., CNG - • /VAV ,! LfSM!VIDEO :,. L 1— --.) ,,- - _ • • ! 519 ® DUCTION = IN I © j ® S20€... RAMP • ,r® - i---1 -- 0 _- - S200C ; STUDIO i • x S206A -i ii 2 COMBUSTION AIR TO :.. ` I r I �ti k rl -- ROOF FROM BELOW ' } E I "� 6 H e CORR WR SO �-- ------- .1•.- ------__.._ -- - 21306 .. � _ _ --- -- i . _ _f _ _ - - F - - 6 HWS C.I 1 � , I �� I - �I FLEX I _ 11 I i I (1 ' (VAV) J VAV S100D - E I I I i i I S Ifi S15 VAV I I I � i --. _• - - s E _ -- _�� _-�_ S14 „ . ' i, • j ! • if I }, I �, i i, I I [ - r - • 0 +. i e -E ; --- --- ! CLASSROOMI I CLASSROOM ! + COMPUTER SCIENCE • S205 1 , .,, S203I S204 • SPI i f S9 9.2 S1 O) (S 1 1) (S1 2 I /\ REVISIONS DATE SII I N I j _T N2 N1 i II II ; al 1 E1 E2 • X • cs 1 cs 14) irr SQ — — — - I — — �� • TIGARD TUALATIN SCHOOL DISTRICT • HIGHTI ARD • , . , :• G • , SCHOOL , • , • . • , , . • „ . , . , . . • . • MODERNIZATION . . , , , • , . , , „ . : , . , . : • _ • • •__•• - -_..--- �-- — -- --- - __, � _ —_-_- i 9000 SW DURHAM RD TIGARD OR. 97224 1 p ! JOB NO: 16992.00 II • ISSUE DATE: 06/19/2018 fJurisdiction Stamp Area • T__ .. - __ --- - _ . .. . . _- II 1 HYDRONIC PIPING „-------„ ,---, (.--_, rs- 33) S3.2 S4 4 S6 0 S7.1 S8 y w UPPER LEVEL Co AREA S2 N PROJECT NORTH feNTRUE4 1- -cc— NORTH C - W M4 . 26 0UPPER AUX - FLOOR PLAN - MECHANICAL PIPING - AREA S2 _ �/8" _ V-0" SCALE: 1/8" = 11-0" 0 8'-0" 16'-0" 24'-0" 32'-0" bassetil architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 * @0 . S 2 54 S5 S6 �7� S X58 SQ (S CML ENGINEER & LANDSCAPE �, __.___2 �� Cardno 6720 SW Macadam Ave Suite 200; Portland, OR 97219 T(503)-419-2500 • • I STRUCTURAL ENGINEER • Catena Engineers 1500 NE Irving Si, Suite 412 Portland, OR 97232 • I � T(503)-467-4980 i MECHANICAL ELECTRICAL & PLUMBING ENGINEER • • I Glumac 900 SW Fifth Ave., Suite 1600 • Portland, OR 97204 T 503-227-5280 (RTU 4 � I ,, — — — �. ....rii� +..yr.l. ..r ...rrr. .�i - - - �� 4 - iii � - - - - 4 - 4 - � � i ...� � � .. i - 41 � � CONSULTANT � � � � � � FOOD SERVICE -- -- — — _._ — MATCHLINE: SEE 1 / M4,18 g Webb Foodservice Design AL IM , T7pLafayette Gt. i Portland, OR 97202 M5.01 I (503)-236-8566 I .i ACOUSTIC & AV CONSULTANT ._.i i • y y yl ` ;f The Greenbusch Group S SA 1900 W. Nickerson St.. Suite 01 Seattle,WA 98119 I! — — T 206-378-0569 I E l I i 0 1� COST CONSULTANT 1 ; GI- - l Construction Focus 740 Almaden St. ` Eugene, OR 97402 i\tili/ T 541-686-2031 i .-I— E 12/31/19 .. EXPIRES: I ��o IPRaF£ff� • ANG EF.p� y kj• 90 l • I SB ----- $?‘• OREGON ,� OSA "o C`�\*Ii` 3.‘79 P CU CU Sy0A M. C\\FG C 0 10 ' , • RTU �. w LO-51 I ' ,' \ jI/ \ 4" RADON PIPE Lii r \y DISCHARGE LOCATION RTU z 6 = I a S ! ak \ • M5.02 \ r I � / M5.02 - - _!_ ‘ I 0 • i I — — - _ _ MAINTAIN 10 FROM OPERABLE WINDOWS 0 Z OUTSIDE AIR INTAKES . r' RTU I I 1 — 1--- --- ----- SE ______________ . __ - MAINTAIN 10' FROM OPERABLE I 1 WINDOWS OR OUTSIDE AIR INTAKES /#\\ REVISIONS DATE 4" RADON PIPE �_ � � DISCHARGE LOCATION - I ' t N N • N1 1 1 1 i I ' ' Ill E1 r � I E2 i SF S2 (RTU 7 TIGARD TUALATIN SCHOOL DISTRICT I TIGARD HIGH 1 SCHOOL I MODERNIZATION • I ---- 9000 SW DURHAM RD. I _-__ _.._ S'G TIGARD, OR. 97224 I JOB NO: 16992.00 © I I ISSUE DATE: 0611912018 Jurisdiction Stamp Area M5.02 I –y - - -- SH I I I HYDRONIC PIPING w ROOF PLAN - AREA IMATCHLINE: SEE 1 / M4.28 SI I— PROJECT NORTH ` ' TRUE ' V NORTH 4140110 2 Of M4 .27 ROOF - FLOOR PLAN - HYDRONIC PIPING- AREA S1 Mr SCALE: 118"= 1'-0" 0 118 = 1 -0 j..L.1CL ■ ■ ■ ■ m m ■ ■ ■ ■ _ EN 0 8'-0" 16'-0" 24'- 0" 32'-0" i bassett! I 1 architects I 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 I CIVIL ENGINEER & LANDSCAPE I Cardno 6720 SW Macadam Ave Suite 200, MATCHL1NE: SEE 1 / M4.27 Portland,( 503-4 9-250019 STRUCTURAL ENGINEER I Catena Engineers RTU 1500 NE Irving St, Suite 412 Portland, OR 97232 10 T(503)-467-4980 ''illil ( OSA I MECHANICAL ELECTRICAL & \( :; 2 PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 I Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT 0 N , , I Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 S4" RADON PIPE T(503)-236-8566 PHASE 2 MAINTAIN 10' FROM OPERABLE DISCHARGE LOCATIONr =1:1 II WINDOWS OR OUTSIDE AIR INTAKES /1 �� I ACOUSTIC & AV CONSULTANT �/ N. Greenbusch Group (srvi -- ,s _ -- 1900 W. Nickerson St., Suite 201 ___} s Seattle, WA 98119 PHASE 1 I T 206-378-0569 r ' COST CONSULTANT (RTU) , N, / / Construction Focus .. i/ 2 I 740 Almaden St. �' Eugene, OR 97402 .' T 541-686-2031 Ea • • 7 1 EXPIRES: 12/31/19 I c-7,;----%G ��C.D PROir ,, 1 90 ' N�f� O� ,2j000 --..... 1 1 :, - -.. - - — — — —. torr aRE c' o I �oSy�R 5� �G�� A M. G CU 3 SO I I I 1 i I CS I: — — • I . S9) 9.2 (S1CO 'S11 ) ,'S12) 1 - # REVISIONS DATE N I N2 N1 S1 E1 2 - - E 11 TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH , . , , . , , , , 1 SCHOOL . 1 , MODERNIZATION , ., ,, , , 1, , ,1 , , , I 9000 SW DURHAM RD, TIGARD,OR. 97224 JOB NO: 16992.00 ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area i I 2 S3 2 �S4 �S5�1 S �S7 S7 1 S8 s . s3 �` HYDRONIC PIPING „ .1— ROOF PLAN - AREA cn S2 N PROJECT NORTH TRUE N ~ C., NORTH 0 CK 0M428t s f! f ROOF FLOOR PLAN HYDRONIC PIPING AREA S2 1,g — a SCALE: 1/8"= 1'-0" 0 8'-0" 16'-0" 24'-0" 32'-0" • 1O) (S11) (S12 C4 (S1 (C6 �C� '! 3 SHEET NOTESbassett! A. PROVIDE ALL MATERIALS AND EQUIPMENT AND INGL VAV REHEAT architects TO NORTH WING TO MUSIC WING PENTH DUSE PERFORM ALL LABOR REQUIRED TO INSTALL JEW LOW TEMP I COMPLETE AND OPERABLE PIPING SYSTEMS AS INDICATED ON THE DRAWINGS,AS SPECIFIED AND . REQUIRED BY CODE. CF — , • — — rt;, — B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, 721 NW 9TH Ave, Suite 350 CAREER CENTER UNIONS, TRAPS, FLANGES, AND OTHERAPPURTENPortland, Oregon 97209 1. _ E105 ACCESSIBLE.NCES REQUIRING ACCESS ARE T (206) 340 9500 F (206) 340 9519 C. ALL VALVES SHALL BE INSTALLED SO THAT VALVE •• 4" HWS—�.� REMAINS IN SERVICE WHEN EQUIPMENT OR • 4" HWR---,..., PIPING ON EQUIPMENT SIDE OF VALVE IS 6" HWS DN , - c' REMOVED 2 H CIVIL ENGINEER & LANDSCAPE 4" 4" WS: I. D. ALL BALANCING VALVES AND BUTTERFLY VALVES 6" HWR DN • �L, SHALL BE PROVIDED WITH POSITION INDICATORS Cardno HW H 2" HWS ..,: . Suite 20 • �,,_, .. .-.;,. _ • ` AND MAXIMUM ADJUSTABLE STOPS (MEMORY 6720 SW Macadam Ave ui e 0, MATCHLINE: SEE 1 / M4.13 _ -- - ; , :`. _a_ _..._ STOPS). Portland, OR 97219 MATCHLINE: SEE 1 / M4.14 --jr R — ..1,1! ! am 4 , , , i , �. a, .r..rlo. im. . . i , li — — 1.611 oat. 1 i=b 4 . im. f... ., . . . dm , _ 7 E. ALL PIPING SHALL BE COORDINATED WITH ALL T(503)-419-2500 3" HW TRADES INVOLVED. OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ; ! ADDITIONAL cosi To THE OWNER. STRUCTURAL ENGINEER •coRRI�c � F. PIPING BRANCH SIZE SHALL MATCH VAV BOX Catena Engineers E10 A ' 1/4"1 HWR TO AUDITORIUM REHEAT CONNECTION SIZE U.O.N. 1500 NE Irving St Suite 412 .. Portland; OR 97232 1 114" HWS T(503)-467-4980 • = 1 OW MECHANICAL ELECTRICAL & ` SA — — _ — K„ PLUMBING ENGINEER _ _ -- ( RF ) ., �Q Glumac ji'_. I�r I 7 STUDENT STCh�E 900 SW Fifth Ave., Suite 1600 E113A L....„ Portland, OR 97204 I I T(503)-227-5280 FOODWebb Foodservice SERVICE CONSULTANT ..• aI u . . ' ' . . I ,.. .. . . . :. 3700 SE Lafayette Ct. VAV MATH Portland, OR 97202: , , I, - - - ( E7 2ie P T(503)-236-8566 _- ACOUSTIC & AV CONSULTANT I I'- 1!4" HWS 11/4" HWR tE) V46V The Greenbusch Group # 1900 W. Nickerson St., Suite 201 �C - —T Seattle, WA 98119 `7 r ' T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. I n _ I- N / Eugene, OR 97402 N - tom; / T 541-686-2031 1 H I Li, .. EXPIRES: 12/31/19 \' Z BUSINESS CLA':SF OOM i S G 1 N fi ,D PROFfffi — E113 I <v fp �i • midM ^ Q— m-- ma) ,---- k eEIR �i 4)904 M. G�F'G SC — t _ �r EXPANSION LOOP r - ? VAV BUSINESS CLASSROOM VAV E$ E114 45 • Cil . . , • _ y SD ` ,, , . j i A 44 . (E ' VAV fi. I )l\ 56 BUSINESS CLASSROOM E115 _ _ _ . (VAV) GTO --P - ._. ----- _ EMG/J z E9 I Ell.....1 . ' '-' � • A 0 REVISIONS DATE i -` 11 112" HWR. N G 1 112"HWS � t = N2 NI CORR r E100 -. 3" HWS 3" HWR s jz I E 1 ' -. 0 GPM _ ,a 143;ForR' 144 GPM S CNS - - - E2 G (-2:' • . \--50 . j I 314" CD g , S2 3" HWS 1 i D rS(j 11 28 TIGARD TUALATIN SCHOOLDISTRICT VAV mo 0 :. ... • _ — ■ . . TEACHERS Lc L sIGE - 314" CD--.� TIGARD HIGH E11.8 _Li�- SCHOOL IT FFICE _117 k . _ . . ; . r _ MODERNIZATION 1 • „ . i , , ..,. , .._ . SH 0 9000 SW DURHAM RD. TIGARD, OR. 97224 ;acuuinoN I2A I JOB N0: 16992.00 ISSUE DATE: 06/19/2018 • VAV\\. (E) 26 ; Jurisdiction Stamp Area I i , imi, img , ir aii. ims ..L. . , , fel MD IIIMM=ND OM 111 i l rrrrrrr . II, rrrrrrr , rr, rrrrrrr , rr, rrrrrrr , II, rrrrrrr . IMI INIP OM rrrrrr- 411•11IMIrrrrrrr l 11 �� . 41011 .... . rrrl rte. T ' 6” HWS I 6" HWR HYDRONIC PIPING MAIN LEVEL — AREA I Cl) El N � I PROJECT NORTH TRUE ' V ,� 2 1 �9 �� NORTH MAIN FLOOR - FLOOR PLAN — HYDRONIC PIPING- AREA E1 �� M4 . 32 0SCALE: 1/8" = 1'-0" 118" i"'J = 1 -0 Cl_ ■ ■ ■ ■ .. . ■ . . . - - , 0 8'-0" 16'-0" 24'-0" 32'-0" - C3 Ec C6 C8�� bassett? architects 11 1 I 1 721 NW 9TH Ave, Suite 350 i�CF Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 .__' i ' I CIVIL ENGINEER & LANDSCAPE i I. ' Cardno It J 6720 SW Macadam Ave Suite 200, I - J r� • �! — _. R \ Portland, OR 97219 r LII p i — — — — — — /r T(503)-419-2500 E ' 'II IUD GEO EMEMEMENO rww rMEPiMED MEEMEE MED MENEM OIED MEMEMEMED MENEM ten` MENEM, — MENEM, — ammEMID — Immmmn — ammmmn IEN. mmmmmw — ammimmmamiAmmmmmn — emmmme -rmmmmmw imb dommmmwirommomm — mmmmms amwm.wm.. ik _/ I l STRUCTURAL ENGINEER I; ;I Catena Engineers ' ti 1500 NE Irving St., Suite 412 j Portland, OR 97232 T(503)-467-4980 4" RADON PIPE Aj DISCHARGE LOCATION MECHANICAL ELECTRICAL & i ! �\ PLUMBING ENGINEER SA — -. �� } Glumac I ,\ 900 SW Fifth Ave., Suite 1600 i Portland, OR 97204 I I T(503)-227-5280 i • I FOOD SERVICE CONSULTANT Webb Foodservice Design / 3700 SE Lafayette Ct. I — `\ Portland, OR 97202 I ` T(503)-236-8566 a — — s ACOUSTIC &AV CONSULTANT MAINTAIN 10' FROM OPERABLE The Greenbusch Group 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 N Eugene, OR 97402 I T 541-686-2031 I 1 EXPIRES: 12/31/19 90 EFS , I s (M9 i ',9C4eER -5\7 $0 , i I 4'",04 M. c\cc' I SC r Ii I , r II i I 11 ell SSD I . -(--RTU _) I : 8 1 I 0 SE 1 . I 01 I I � � //\ REVISIONS DATE �I I F� I I ----- - N 0 I 1 . . - N • _s , . I I 1 1 S1 GN - S2 E L____ „ ,I , , 0 I, , , . 1 . , . . TIGARD TUALATIN SCHOOL DISTRICT , . 1 j iTIGARDHIGH -----..-_ 1 -- SCHOOL 1 I MODERNIZATION I SH GO 9000 SW DURHAM RD. I TIGARD, OR. 97224 JOB NO: 16992.00 CuI CU ISSUE DATE: 06/19/2018 \� 17 16 Jurisdiction Stamp Area MDF CONDENSING UNITS I iii iii _ _ _ _ mot , .T11 1 1 : . 11 . , HYDRONIC PIPING , r-c-) I- ROOF PLAN - AREA u) El (S10) (S 11) (S 12) (S1(S14) 14 El 12GI N 1- ..- \J ........__,K._._ '� PROJECT NORTH UE ' V TRNORTH ROOF - FLOOR PLAN - HYDRONIC PIPING- AREA El \PI 2 M4 . 33 1 SCALE: 118” = 1'-0" 1/8" = 1'4r W IL ■ ■ ■ ■ M M ■ ■ ■ ■ o 8'-0" 16'-O' 24'-0" 32'-0" SHEET NOTES KEYED NOTES o A. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL 1 PROVIDE SEISMIC"V"OR"U" PIPING LOOP @ SEISMIC bassetti COMPLETE AND OPERABLE PIPING SYSTEMS AS JOINT. INDICATED ON THE DRAWINGS, AS SPECIFIED AND 2 ROUTE HEATING WATER SUPPLY AND RETURN DOWN REQUIRED BY CODE. B. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, TO EXISTING TUNNEL AND INTO AUDITORIUM BUILDING. architects 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 ISg 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 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, 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 Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT FOLLOW(E) STEAM Webb Foodservice Design 3700 SE Lafayette Ct ROUTING, FIELD VERIFY. Portland, OR 97202 INTO (E) MECH ROOM T(503)-236-8566 2" HWSIR ACOUSTIC & AV CONSULTANT (35 GPM) The Greenbusch Group ROUTE INTO MECHANICAL ROOM TO 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 ASU-1 (30 GPM,440 MBH)-3 WAY VALVE Tattle, 8-0569 ASU-3(3 GPM,42 MBH)-3 WAY VALVE FOYER UH-1 (3 GPM,42 MBH)- 3 WAY VALVE J COST CONSULTANT tr _ (EWT= 140 DEG. F., LWT= 110 DEG. F) 740Construction St. Eugense, OR 97402Focus _ ------=:-------':-: — REPLACE (E) STEAM COILS IN ASU-1 AND ASU- T 541-686-2031 - . - _`-- 3. DEMOLISH EXISTING STEAM UNIT HEATER ----:----- --�'_-- UH-1 AND REPLACE WITH NEW HEATER. SEE -__ � - DEMO DRAWINGS. NEW UNIT HEATER TO BE EXPIRES: 12/31/19 --- --- --- .\_ WALL MOUNT, SET TO 45 DEG. F FOR FREEZE PRO/- 3" HWR ----------~~-- -` -----.7--_ ` _PROTECTION. \�\,1 A fJ, 3" HWS _ \ -\ `\\\ � � .� 90 FOLLOW(E) STEAM __ oRE ._ -..- ROUTING IN TUNNEL, _ -------,:>-------- = �_ �CF o FIELD VERIFY. C� \� \ �� \\ `cpsR 3��G` \ 2F. HWSIR � �\ \�� \ -ir-- viq M. CN �_� �- \� \ (36 GPM) ~ ..„, \ ----____________-----__________ --_____.--, -___--,--__ -_, .--,,,, --4,-„__,_, ..„---- �V — -, A, B LAC : A X - ��`� -._ \ , �\ \„ f � H EAT : _-- `. FOLLOW(E) STEAM 1 114" HWSIR UP TO ASU-2 ROUTING, FIELD VERIFY. (8 GPM) t . , (120 MBH) (EWT= 140 DEG. F. LWT= 110 DEG. F) , 3" HWR UP AUDITORIUM - REMOVE EXISTING STEAM COIL AND 3" HWS UP STAGE REPLACE WITH NEW HEATING WATER (FROM BASEMENT TO "' CEILING OF STAGE) COIL. SEE DEMO DRAWINGC 1 = f \fes ROUTES FROM TUNNEL r �`�� -__W. INTO MULTIZONE UNIT MECH G 2 112" HWS/R DOWN TO CAFETERIA UNIT MZU-1 ROOM IN BASEMENT. (60 GPM) �1 (870 MBH) �_J • 1' t� �? 'fr r .,,. ' ` �J C' (EWT= 140 DEG. F, LWT= 110 DEG. F) REMOVE EXISTING STEAM COIL AND REPLACE WITH NEW HEATING WATER COIL. r-----:-: SEE DEMO DRAWINGS __ / \ REVISIONS DATE 01[11 rI STAGE -� \ N2 N1 1 11 11 li Si El CAFETERIA S2 ai,, , 1 LL._ I y TIGARD TUALATIN SCHOOL DISTRICT l LL\ 4 — y TIGARD HIGH -_ SCHOOL � MODERNIZATION L ._ 'll 1 -�/:----------- / �`_,'fft 9000 SW DURHAM RD. �\ TIGARD, OR. 97224 JOB NO: 16992.00 u ;. DIN NG R OM \1 FACULTY ISSUE DATE: 06/19/2018 Jurisdiction Stamp Area KITCHEN _ FOOD SERVICE MANAGER HYDRONIC PIPING II11I— AUDITORIUM — AREA AUDITORIUM HYDRONIC PIPING AREA E2 E2 SCALE: 1116" = 11-0" N4111 /� PROJECT NORTH TRUE - v C—C NORTH C IP 0'4\ w M4 .41 1116 - 1 -0 0_ ■ ■ ■ ■ ■ ■ ■ ■ _ m o 16'- 0" 32' - 0" 48' - 0" 64'-0" 1 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 & 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 ?',,GlNEF'P/q rEGot}7( /#\`, REVISIONS DATE FIELD VERIFY FIELD VERIFY FIELD VERIFY EXACT LOCATIONS EXACT LOCATIONS —E�CAGT LOCATIONS . / &SIZES & SIZES �:.. E 10 . .. . - --,‘-••- . II 1 - 40x30 '‘� �,` 40x30 / 54x24 40x52 j r-J (N)OPENINGIGRILLE 52x26 \ i ��r, r/ / • _ . �� TIGARD TUALATIN SCHOOL DISTRICT 40x30 n /1 - _iz I I TIGARD HIGH _. 1 111: ■-- SCHOOL 1 r! 1, 1 ''''\ _ MODERNIZATION 1 A 32"DIA 52x40 _ • fl....�#�I .ri lM.r.l�Mii• .�ii �..f.f.•Nr..Rf.r....-.ww..fa.r....rtrf.r.iv...f.R.... `— 1 iii I I - v :1211-.. .___,_"."1"1"-±1 i Yl��._�—_.�� — 9000 SW DURHAM RD. ""fes... I TIGARD, OR. 97224 L-- ItI _:. :_ - ...f..fifi"'f.'.�`.r ---------��--- JOB NO. 16992.00 '` � I I- �.........•.04°' '!fi _4._ ' l��f.�,i. —� ISSUE DATE 06/19/2018 --_ - --_. �� - - - - . ____ /l�if if iy iy if i,if if if! _--_ •r.. .rrr+r.rertra.rrr.l.rri. .r.r.rfsf�.wa.a..'7—frfrf.r..fw.fiw mr'—irirflfrarr*its .rR>r — I Jurisdiction Stamp Area _ _ __. ___..____ _ _ _ __ D 1 D ___ _______. •___ • _. _- ..m_la, __ _ _ i . 4 I I 4'MPF 1 - --v.) s;; _ __11 Li ,ip 1 I ,, * --di iii.- -t _ _ - MECHANICAL 1 - SYSTEM SECTION LJJ n VIEWS MAIN GYM DUCTWORK - NORTH ~ 2 SCALE: 114" = 1'-0" w M5 . 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 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 1 - 9 900 SW Fifth Ave., Suite 1600 ` y-h-1 — Portland, OR 97204 I_i „ T(503)-227-5280 II-pi-7,7-ma.3 I D — r r - _. FOOD SERVICE CONSULTANT II �� i r 1 1 ' , :_it - �1 � >r � �1 �! u - Webb Foodservice Design ��j 3700 SE Lafayette Ct. 360 36x3: I.��.II III ;! i T(503)2 6 8566 02 �: �� I if 38x82 38x82 /,i ACOUSTIC & AV CONSULTANT 1 The Greenbusch Group 1900 W. Nickerson St., Suite 201 30x24—\ 12x18 Seattle,WA 98119 T 206-3.78-0569 t T ,, r COST CONSULTANT // �'t:;:: - � Construction Focus -. -_�- _._ 40 Almaden St. - 7 ._...._ - �- _�_... :.�.-- - ._. ..... Eugene, OR 97402 -- _- -- T 541-686-2031 m 30x24 iA10-305 I 1/19 L 11 h I 4�u ,d l �� F� I NFF� �� AUX GYM SUPPLY DUCT - TRANSITION FROM CORRIDOR ��F 0 2#07Got4 cs.____ .,,,y R � SCALE: 118"- 11-0" vis' , GP 'yvA M. CN' ROOF Or)A' nn _0_ T.O.STEEL CLASSROOM - 360 360 T.O.STEEL CLASSROOM 222'-0" _ - 279'-0., ,— - 1 t. - . _,, I 1 _ Y .�-. �.y. -- - - _ , , ,,,, _,?:. i, , i, ,,,1 ......, ---Tr 4 . . _ G: . . - mom L-- -- -4' ' 4, UPPER LEVEL Ip' .' UPPEUPPEV ER LEL ISO 208'-0" --- -2V76- - - - - - - - -22(208'-0., - I RC88X38-21000 28x28 ' T--4, _ UPPER AUX ----J, ` IJ _ .UPPF3PPER-Aux 201'-0" _ — • _ -- 2Q01'-0,. _ _ _5:: ftlit 7 4-1 1 --------__ _ "link_ - ,I,I E �_— _ --/ -7--- • - - fII��, — �I�IAI(MAIN FLOOR _,,,I, MAIN FLOOR - - I _ 194' 0" ��. - T i , iii-, - - 7— 111194'-0" link IIlial I �, Iliir 10o_ C , C ? 1 shil LOWER LEVEL ---._...- L--L--- l i _ I� - „ ! � - rLOVVELOWER LEVEL 18�' o" - �. — - - �� - - - 1 .. 112 87' o" i OV-L /#\ REVISIONS DATE 0 AUX GYM SUPPLY DUCT - TRANSITION SCALE: 1/8" = 11-0" SKYLIGHT / SKYLIGHT i/ 360 360 i � , 4_ - I I I � � � • 1 -,1,- ,-�I - � ,�-.�"_._"`. � �� -`� TIGARD TUALATIN SCHOOL DISTRICT .'..1' 1 1 I I •I. .i-' .i_ ori. r '/�\ ,_ _._ ___ X12105 .� SD40X12-1050ji..71ii...A..–_ TIGARD HIGH Z.- 26x26 _ , _. „.,,,./ „ .____.-- SCHOOL 4-- _ .: e _„ .. MODERNIZATION _ ..... /VAV\ t .. \ W7 / V rDURHAM RD. i, 9000 SW DUR A C i TIGARD, OR. 97224 HI - JOB NO: 16992.00 ! ISSUE DATE: 06/19/2018 fir r� 11 Jurisdiction Stamp Area r - r ' F I I I 0 AUX GYM SUPPLY DUCT - IN TRUSS SCALE: 118" = 1-0' AUX GYM w SECTIONS 2 w M5 . 02 CL 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 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 I - D Portland. OR 97204 IT(503)-227-5280 .Mil , IMO . 1 � �� 4h « 11 �. . . . 1•1111 r. ..0 On .11i RECOMMEND TO INSTALL BOOSTER BOILER SYSTEM DURING PHASE 1 FOOD SERVICE CONSULTANT TO ALLOW BOILER TO PROVIDE TEMPORARY PROVIDE HEATING TO MUSIC Webb Foodservice Design WING THROUGH PHASE 2. PROVISIONS FOR FILL WATER& WATER THERMAL 3700 SE Lafayette Ct. Portland, OR 97202 /� EXPANSION WOULD NEED TO BE TEMPORARILY PROVIDED. T(503)-236-8566 HWS/R TO i STUDENT STREET _ (E) ABU) ACOUSTIC &AV CONSULTANT _ - - H - - -..._ _ 2 The Greenbusch Group 1900 W. Nickerson St., Suite 201 `�' Seattle, WA 98 T 206-3 78-056 9119 1,_ , , COST CONSULTANT __ Construction Focus 740 Almaden St. ' I I Eugene, OR 97402 N. 1 T 541-686-2031 J 314" CD 4" DIA. FLUE UP I , N EXPIRES: 12/31/19 TO ROOF I - € Mcg' PRO,Ff�� -- -- 2" HWS _,_\ x,/ _ -i - - - BB �- 1 f r - 2" HWR - -, ,` I I �/ I t rI Ir:Av1 ! Tov.,0900REG0N509,, I 00 11 r k— „ r I QUA M. CN I rr I P° Y 2" HWS DN / I ---t7 2" HWR DN i / P (E) 1 1I2" HWR DN U 6" HWS « 1-1 (E) 1 112" HWS DN (ASU ) • I 013-5 + ./i/ (E) (BOOSTER ISOL.`ITIC�N VALVES i � 6" I WR (BOOSTER �� PUMP (TYPr _��, _ , BOILER) J . TO TAIL 4" DIA. COMBUSTION KTt+ ; I NN_ _ _ __ PIKE OF AIR THRU WALL OF SINK-FIELD PENTHOUSE,45 DEG. INTAKE 1' ' 3 I VERIFY ' I °/ 1 , LOCATION L ,, 6" HWS )N I i 6" HWR ]N Ii II 1' 1 1 L . I - E. \ 9 , i6 ' 6.3 6 1IIC-E3C8IO HYDROMC PIPING LEAVING BUILDNIG AND REENTERING ENLARGED PLAN - MECHANICAL PENTHOUSE - MUSIC WING 4 SCALE: 1/8" = 1'-0" I SCALE: 114" = 1'-0" COMBUSTION AIR RISERS UP f EXPANSION TANK / (FLOOR MOUNT) ET \ # REVISIONS DATE /% 0-1 r \ �- AIR SEP:'ATCR HWS MAIN _ (HUNG FROM ".TRUCTURE) 6'ACCESS PATH FLUES AIR RISERS UP FLUE RISERS UP AS ::-,if ' -HWR MAIN 6"CONCRETE PAD E.P.O. T 0"1 2 1/2" HWS E.P.O. (TYPICAL) I n _ R _ \\\ 8iHWR " 2' --'2J'-15 ►� ? - la 0/ ftl t rr 1. 100 i . , ____- ..___.,. 1-' " • -"' -- -- . - - —1 - _* a1 - r . . a o J • � i WATER HEATERS c - �� f 1 I , SEE PLUMBING • ` '3`��`v � *:=y'» �*�.. '� -..,q, a_ n VFD \ 'VA =J ,te 1 -..� , + " . .. . - ,,,. ;,= - � TIGARD TUALATIN SCHOOL DISTRICT ----- -„.,... ..,._ , . ,. .„. .,--__1.1-1, .A+ • . �- iii_ Q /7 TIGARDHIGH 111.maxrot " -�n DIV�yNTROL PAN EL �` /L-COMBUSTION AIR RISERS UP SC H o o L , 1 11114 - a MODERNIZATION w 0 9 . / I -`\ .-._. -. p . VFDS 8" HWR , al V : I 0,- •• I 9000 SW DURHAM RD. TIGARD, OR. 97224 3llr 0. > 4' 0" 4'- 0", "" "J j,.• .�� 4' a" DOMESTIC WATER HEATINGCENTRAL WATER PUMPS r ' , • &FIRE SEE PLUMBING JOB N0: 16992.00 BASE MOUNT1 • DRAWINGS -END SUC ION t 1 . ■ ✓ ISSUE DATE 06/19/2018 _ T , 6a LI ` - + � EXPANSION TANK - Jurisdiction Stamp Area w .tiµ_. _;�_ 1 8" HWS1-c91 3:71 iniqt- I .. . . , 1. --AIR SEPERATOR `�-- BOILERSC I _ 6'ACCESS WAY SO i WATER HEATERS 8" HWR B B - (0137) (-07;)B 0-3 0-4 (N) (N) (E) (E) ENLARGED PLANS BOILERS N.- ROUTE BOILER CONDENSATE TO FLOOR SINK w �S5 .��1�� C/) 0 ISOMETRIC - BOILER PLANT - SW VIEW ENLARGED BOILS ROOM PLAN I- SCALE: SCALE: 1/4" = 1-0" 2 w M6 . 01 El bassett/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, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-4674980 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 \O PROFEXJA OREGON v,;;N*R 31 �� ui M. Cy& At REVISIONS DATE 8"HWR lbw —i _ _ i_ TIGARD TUALATIN SCHOOL DISTRICT NO rs 8" HWRV Ir TIGARD HIGH 8" HWR —1.-1. ' 4" NCI 1 3000 MBH " 3000 MBH 3000 MBH 3000 MBH 2"- 1 NO SCHOOL �� . NON074 NO 2"-QUICK-FILL NC ■ 4" 4" �4Q : 11. : ' - OUT IN DISTRIBUTION (TYP 3) - - NO NO NO NO MODERN IZATION —2'' Q NC 6" —� 6" 6" 6' - 4" 4"-\ 4" 4" / AUDITORIUM PENTHOUSE(EAST CAMPUS) NO RV *'' -RTU-3(WEST CAMPUS) _ 0 NO ,� # 0 NO __ Q NO n 0 NO1.1 I DPS -RTU-4(NORTH CAMPUS) NO NO FM - VFD VFD ��H ■■ � j T ' VI fli--1 : ■■ -TIH T F �[ ,17 /�y�� 9000 SW DURHAM RD. NO , Y PRV ICW R BP — _ �- 'I o �� B-1 B-2 B-3 B-4 TIGARD, OR. 97224 SET APPROX POT DPS MV I 30 PSIG FEED 111N- I� i JOB NO: 16992.00 TO SAN TO SAN ► °1 �ii10 II. utI■I�IIG 8" r ET 0-1 HEATING WATER SYSTEM P O-1 P O-2 ISSUE DATE: 06/19/2018 TO SAN Jurisdiction StampArea MAKE-UP/FILL ASSEMBLY FM 5 NO 8" HWS ' - I 1 I— NO NO NCI l 1 NO 5 20 1 8 HWS DIA DIA AS-1 — 8" CLR CLR — NC HEATING WATER w PIPING SCHEMATIC VARIABLE PRIMARY HEATING WATER SYSTEM FLOW DIAGRAM0 CO DIAGRAM SCALE: NONE C_ C w M7101 0 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 /7a1S156'ttI1 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 V' ( P A Portland,OR 97219 1 T(503)419 2500 BACnet STRUCTURAL ENGINEER CARD BAS FACTORY 0 Catena 1500 NE IrvingSt,Suite 412 BACnet COMMUNICATION Portland,OR 97232 CONTROLLER 0,.. PANEL , T(503)467 4797 DI-DUCT SMOKE DETECTORP MEP ENGINEER MAX COOLING CFM 2P AI-SUPPLY AIR TEMPERATURE Ginn MNXIMUM SUPPLY AIR TEMPERATURE 900 SW 5th Ave,Suite 1600 I DSD �TS€ I b Portland,OR 97204 T(503)227 5280 OUTSIDE C_, SUPPLY \ & DI-PUMP STATUS AIR \ A AIR A G AUDIO VISUAL M( M MAX HEATING CFM DO-PUMP VFD (BY DIV 26) `; (TYPICAL FOR EACH CT PUMP) The Greenbusch Group y START/STOP \\\ 1900 West Nickerson St,Suite 201 DI-SUPPLY FAN STATUS �, 460V I 3PH AO-OUTSIDE TGAS w q,� AO-VFD SPEED T(206)378 0569 AIR DAMPER DO-SUPPLY r" BACnet e206) WA 98119 POSITION ISTARTERI w ©/y FAN �� _ CARD COST CONSULTANT START/STOP (4 MIN CFM SHADED AREA=REHEAT /\ Om- 740 Almaden i Sn Focus , INC. BACnet COMMUNICATION t Al-ZONE AIR TEMPERATURE 0 . 1 Eugene,Or 97402 TS HEATING LOOP �_ DEAD ,- COOLING LOOP T(541)686 2031 HEATING SETPOINT BAND COOLING SETPOINT ROOM TEMPERATURE INCREASE 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 CAKE U P Al R - GAS HEAT ON LY MAXIMUM AND MODULATES THE HEATING WATER COIL VALVE FROM CLOSED TO THE OPEN POSITION.THE HEATING WATER PUMPS - VARIABLE PRIMARY PRof VALVE OPERATES ONLY IN THE HEATING MODE. *� �5��t;t NF£��jO� SCALE:NONE J SCALE:NONE �p y OSyUq CgkG' "i- Z UO AO-ZONE DAMPER Al-DISCHARGE AIR TEMPERATURE _ F- AO-AIRFLOW Q 0 U BACnet �AFMS 1 rMl Al-HWS TEMPERATURE = U. CARD BAS HW Z Q FACTORY ..0._/\ BACnet COMMUNICATION i," PANEL CONTROLLER SUPPLY >DISCHARGE AIR If AIR c0c DI-DUCT SMOKE DETECTOR I Q G Al-SUPPLY AIR TEMPERATURE TS -J4 HWR Q I DSD I �TSi . DO-HEATING VALVE(OPEN) D OUTSIDE / _ SUPPLY • MI DO-HEATING VALVE(CLOSE) LA-A\ - i 1. i�=ON 00.-HWS \ = AIR DIOXIDE x ..1,,,.Kx..X,XN S AIR / - PPM(WHERE SHOWN ON IMI I M PLANS) (BY DIV 26) \\ BOILER AI-HWR TEMPERATURE i DI SUPPLY FAN STATUS CI 115V/1 PH AO-OUTSIDE I DX GAS DI-ZONE OVERRIDE H NS HWR AIR DAMPER DO-SUPPLY DO-BOILER ENABLE POSITION FAN ISTARTERI 0 1 Al-ZONE TEMP ON/OFF START/STOP '" a , `� Al-ZONE SETPOINT ADJUSTMENT Df-BOILER STATUS 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. n 5. 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 0COOL, SAS HEAT VAV TERMINAL W REHEAT COIL BOILER (TYP) SCALE:NONE SCALE:NONE SCALE:NONE WHITE WALL PLATE LED LIGHT TIGARD TUALATIN SCHOOL PUSH BUTTON TluDISTRICTAD HIGH " SCHOOL "OVERRIDE" \ / MODERNIZATION / \ 9000 SW DURHAM RD. TIGARD,OR.97224 I\il T -------.- JOB NO: 16992.00 PLASTIC WALL MOUNTED DUCTWORK a ❑ ❑ ISSUE DATE: 06/19/2018 TAG UNDER SENSOR. M --------- Jurisdiction Stamp Area 0 DUCTWORK ❑ ❑ 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 CONTROLS-SCHEMATIC NOTES: 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. M 2. INTEGRATE WITH DIV 23 SEQUENCE OF CONTROL LOGIC AT DDC SYSTEM 2. REFER TO SEQUENCE OF OPERATION FOR ADDITIONAL REQUIREMENTS. LOCAL TESTING R _ 2. SEE SQUENCE OF OPERATION FOR MORE DETAILS. 3. IF 120 V POWER IS REQUIRED,COORDINATE DIRECT WITH DIV 26 REMOTE CONTROL CO �"v 6 CONTRACTOR. PROVIDE 24 V POWER IF POSSIBLE. PANEL-SEE SPECS co NATURAL VENTILATION - GREEN/RED LED & OVERRIDE PANEL 1-- 6SCALE:NONE MOTORIZED DAMPER CONTROL FIRE SMOKE DAMPER 2 - O4 N SCALE:NONE SCALE:NONE to w M8.00 -6- a. bassetti - 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 AI-EXHAUST PLENUM Cardno BACnet 6720 SW Macadam Ave Suite 200, DIFFERENTIAL STATIC . CARD Portland,OR 97219 PRESSURE FACTORY ......./\ BACnet COMMUNICATION PANEL T(503)-419-2500 BACnet CONTROLLERii. CARDFACTORY BACnet COMMUNICATION BAS STRUCTURAL ENGINEER �� ii. AO-EXHAUST AIR AI-EXHAUST PLENUM CONTROLLER PANEL Catena Engineers DAMPER POSITION DIFFERENTIAL STATIC PRESSURE DO-FAN 1500 NE Irving St.,Suite 412 DO-FAN VFD START/STOP AI-RETURN AIR TEMPERATURE Portland,OR 97232 VFD I START/STOP AI-RETURN AIR TEMPERATURE — AO-VFD SPEED T{503j 487-4980 I AO-VFD SPEED { IMIDSI ITSI MECHANICAL ELECTRICAL & IMI OS- ITsI / Glumac \ EXHAUST AIR O RETURN AIR PLUMBING ENGINEER < / j0 /EXHAUST AIR — RETURN AIR \ 900 SW Fifth Ave.,Suite 1600 Portland,OR 97204 T(503)-227-5280 \/\/ M} _AO-RETURN AIR DAMPER DI-DUCT SMOKE DETECTOR TS Al-PRE-FILTER FOOD SERVICE CONSULTANT AI-EXHAUST AIR TEMPERATURE DI-DUCT SMOKE DETECTOR DIFFERENTIALPRESSURE AI-SUPPLY AIR TEMPERATURE Webb Foodservice Design AI-SUPPLY AIR TEMPERATURE Al-INTERMEDIATE FILTER 3700 SE Lafayette Ct. Al-INTERMEDIATE FILTER DI-HIGH STATIC SHUTDOWN Y } AO-WHEEL VFD DIFFERENTIAL PRESSURE Portland, OR 97202 DIFFERENTIAL PRESSURE I DI-HIGH STATIC SHUTDOWN 1, -I, A I : : Il. :: Al-DUCT STATIC T 503 236-8566 SPEED PRESSURE AI-PRE-FILTER Al-DUCT STATIC DIFFERENTIALPRESSURE PRESSURE �pp— _ qp— _ (SEE FOR LO AT ON)N ACOUSTIC&AV CONSULTANT (SEE FLOOR PLAN S rbsD) TSS IS'I ISPI The Greenbusch Group —DP —QP I aSD I ITSI �� ISPI FOR LOCATION) >OUTSIDE iW DX 7L SUPPLY 19Sea0ttle WA 98119 W.Nickerson St.,Suite 201 > \\ HW DX > AIR AIR T 206-378-0569 OUTSIDE 0 7L SUPPLY [M I IAFMS I L COST CONSULTANT / AIR --- �, AIR I Al-OUTSIDE AIRFLOW IMI IAFMS I (TSI AO-OUTSIDE AIR DAMPER POSITION VFD Con740 Almadenal St. Focus I Al-OUTSIDE AIRFLOW — __ AO-OUTSIDE AIR DAMPER POSITION VFD DI-DAMPER STATUS(OPEN) DO-FAN Eugene,OR 97402 START/STOP T 541-686-2031 DI-DAMPER STATUS(OPEN) — — DO-FAN DI-DAMPER STATUS(CLOSED) AO-VFD SPEED DI-DAMPER STATUS(CLOSED) START/STOP AO-VFD SPEED EXPIRES: 12/31/19 ElONE DO-COOLING STAGE START/STOP APRO fPER CIRCUIT)l f, DO-COOLING STAGE START/STOP u (REFR REFRIGERANT LINES �5��(' t tv�F p� (ONE PER CIRCUIT) � �e-- REFRIGERANT LINES AO-LOW TEMP FREEZESTAT TEMPERATURE acoN ., -- M I AO-HEATING VALVE osy SGP AO-LOW TEMP FREEZESTAT TEMPERATURE `' SER �'� �G' -- M 1 AO-HEATING VALVE T AI-POSITION FEEDBACK Uq M, G`r T ' 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 WI HEAT RECOVERY HW DX-CONTROL. AHU EXHAUST FAN HW DX-CONTROL 4 SCALE:NONE SCALE:NONE AO-EXHAUST AIR DAMPER POSITION AI-EXHAUST PLENUM BACnet — DIFFERENTIAL STATIC CARDBACnet — CARD PRESSURE FACTORY ��`� BACnet COMMUNICATION 0,,, PANEL FACTORY �� BACnet COMMUNICATION PANEL CONTROLLER CONTROLLER AO-EXHAUST AIR DAMPER POSITION At REVISIONS DATE - VFD I DO-FAN Al-RETURN AIR TEMPERATURE AI-EXHAUST PLENUM VFD I DO-FAN AI-RETURN AIR TEMPERATURE I START/STOP START/STOP AO-VFD SPEED IDIFFERENTIALPSTATIC AO-VFD SPEED - TM] DSI (TSITOL-- 1 M ITS) / / \ EXHAUST AIR [ ) RETURN AIR \ EXHAUST AIRAO < RETURN AIR \/\/ M I AO-RETURN AIR DAMPER DI-DUCT SMOKE DETECTOR \/\/ M AO-RETURN AIR DAMPER DI-DUCT SMOKE DETECTOR AI-PRE-FILTER Al-PRE-FILTER DIFFERENTIALPRESSURE AI-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 —u . s : : ►i' :: : 1 —{4 .. : : 1a• : AI-DUCT STATIC PRESSURE (SEE FLOOR PLAN TIGARD TUALATIN SCHOOL DISTRICT _ _ S IDFOR LOCATION) T'IGARD H —DP —DP IDS r1-4 IP! —DP— —DP— T IDSDI ITS ' ISPI ISI %OUTSIDE HW DX SUPPLY %OUTSIDE '-IW DX >SUPPLY \ AIRif rAIR \ AIR AIR/ J / if SCHOOL ImI IAFMS} TJ LMJ IAFMSI ITsI I Al-OUTSIDE_AIRFLOW I AI-OUTSIDE AIRFLOW AO-OUTSIDE AIR DAMPER POSITION VFD AO-OUTSIDE AIR DAMPER POSITION VFD MODERNIZATION DO-FAN 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 El DO-COOLING STAGE START/STOP ii 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 --- 1 M 1 AO-HEATING VALVE --- ni AO-HEATING VALVE T a Al-POSITION FEEDBACK T 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-CONTROL0 AHU RETURN FAN HW DX-CONTROL SCALE:NONE I-- SCHEMATICS w SCALE:NONE 2 IA M8.01 0 CENTERLINE RADIUS EQUALS 1.5 TIMES"W". NO T.V.'S REQ'D. • UNLESS OTHERWISE bassetti NOTED, // architects (// VD V SIZE OF DUCT DROP TO MATCH NECK SIZE , "W" OF GRILLE(TYP) 721 NW 9TH Ave, Suite 350 '\ SEE DETAILS. Portland, Oregon 97209 V I VD T (206) 340 9500 F (206) 340 9519 A A / i I DISCHARGE 12"MIN.ABOVE ROOF—a-- CIVIL ENGINEER& LANDSCAPE Cardno USE 45°THROAT 6720 SW Macadam Ave Suite 200, SUPPORT TO AT TAP Portland,OR 97219 STRUCTUREN. T(503)-419-2500 SEE ARCH FOR FLASHING DETAIL AS REQUIRED STRUCTURAL ENGINEER 2/M902 _�_ N. J� Catena Engineers"- I� - _ .- 1500 NE Irving St,Suite 412 / Portland, OR 97232 SEE ARCH FOR - / 15°TYP. T(503)-467-4980 ROOF DESIGN 1 30° MAX.WI MECHANICAL ELECTRICAL& I PRIOR APPROVAL /� 10'MAX. - - SQUARE ELBOW WITH LENGTH. IF -41,,441.4:�+,• TURNING VANES PROVIDE REDUCER OVER 10' PLUMBING ENGINEER 4.-0r+00•..!+! V i - FIRE PARTITION bassetti architects FIRE CAULK AT OPENING RETAINING ANGLES, BOTH SIDES. SECURE TO WALL WITH MIN.#10 SCREWS 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 f. I T (206) 340 9500 F (206) 340 9519 THREADED ROD(TYP.) CIVIL ENGINEER& LANDSCAPE SPRING VIBRATION ISOLATOR(TYP.4) % / 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 DUCT PASSING THRU T(503)-467-4980 DEMISING WALL(ROUND r, OR RECTANGULAR) MECHANICAL ELECTRICAL & �- -- ---- ---'�! PLUMBING ENGINEER MINERAL WOOL IN GAP -CORRIDOR- -APARTMENT- MINERAL SLEEVE AND WALL OPENING Glumac 900 SW Fifth Ave.,Suite 1600 <--\/\-- Portland,OR 97204 12"L WALL SLEEVE T(503)-227-5280 V�, _ J� MIN.0.060"THICKNESS FOOD SERVICE CONSULTANT 316 SS OUTER STACK. 7 `V` r PROVIDE MINIMUM Webb Foodservice Design 1 INCH ANNULUS BETWEEN • 3700 SE Lafayette Ct INNER AND OUTER DUCTS. DUCT TRANSITION FLEX CONN. (TYP.) Portland,OR 97202 (TYP.2) 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 3.4 DUCT TO BE ABOVE CEILING Seattle,WA 98119 3.5 DUCT NOT TO TERMINATE AT RATED GRILLE T 206-378-0569 0- -12" 3.6 DUCT SLEEVE TO BE 12"Lx0.06"THICK WITH MINERAL IN ANNULAR SPACE 316 SS INNER STACK _ _...._.. _. r COST CONSULTANT SAME SIZE AS INLET HORIZONTAL FAN Construction Focus DUCT CONNECTED TO FAN OUTLET INLET EXHAUST6 DUCT PENETRATION 740 Almaden St DUCT FROM HOOD SCALE:NONE0 Eugene,OR 97402 WEATHERPROOF MOTOR ^ -- �` GALV.DUCT COLLAR& J SCALE:NONE T 541-686-2031 AND DRIVE HOUSING COUNTER FLASHING(FLASH INTO ROOFING)REFERENCE ARCHITECTURAL FOR - EXPIRES: 12/31/19 VIBRATION ISOLATOR/ FLASHING DETAILS 0 0 SEISMIC RESTRAINT '`�FLEX DUCT NOT k PROfF f,4e.SUPP4RTASSEMBLY ,t T ISLEEVE ALLOWED. HARD �4�G I NE4.4)ATTACHED TO ROOF a E ROOFING 1 f E/ 1" V \ / DUCT TO 90 STRUCTURE. SHEETMETAL BOX OREsot ,r t. j' Imam VOLUME DAMPER, °F �+y \� E R 3� PROVIDE CLEANOUT SEE DRAWING FOR �sy�q M C�cc, AT EACH FLOOR. 0 ALTERNATE LOCATION REFERENCE --_ DUCT (TYP) V ARCHITECTURAL I �� 00 J z CONICAL SPIN-IN PROVIDE EXTERIOR FIRE RATED IN ACCORDANCE WITH OSMC / ° � I '\ l 506.3.11.2 E AND 23 07 00 SECTION 2.05A. REFERENCE ARCHITECTURAL FOR HEIGHT AS �, � _�_ �_ w SHOP FABRICATED S.M. BOX, _ 588 �8Z�l� 881Sl�8l��8isUlSl - VERTICAL SHAFT ENCLOSURE TO I A ROOF. c REQ'D TO CLEAR LIGHTS OR OTHER MEZZANINE - - CONSTRUCTIONS, MIN. BOX WIDTH ON DUCT THRU ROOF %°° 0 RATED WALL a Q CONNECTION SIDE SHALL BE 2" WIDER ON E E _ . EACH SIDE THAN THE CONNECTING DUCT NOTES: 0 10 MINIMUM HEIGHT IS: FLEX DUCT DIAMETER + i 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. EXHAUST DUCT 3. ELECTRIC RESETTABLE FUSIBLE LINK CLOSES AND LOCKS THE DAMPER WHEN TEMPERATURE EXCEEDS PRESET TEMPERATURE.DAMPER MAY BE RESET E �_ ' TO SLOPE MIN BY PRESSING RESET BUTTON. INTEGRAL DAMPER BLADE INDICATOR SWITCH FOR REMOTE MONITORING OF OPEN AND CLOSED POSITIONS. SQUARE OR �',, 4,, 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 HOOD DAMPER AND ON EACH SIDE OF THE WALL. FASTEN ANGLE TO SLEEVE WITH#10 SHEET METAL SCREWS(MINIMUM). ANGLE GAGE AND FASTENING ' E bRECTANGULAR NECE METHOD AS PERMITTED AS A CONDITION OF DAMPER LISTING. REFER TO MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.MINIMUM 1"ANGLE \ I - K, , 1, ,,,,,,,,,,,,,,,,,,,,,,,,,,,, OVERLAP ON ALL SIDES OF PARTITION WALL. , ,,o KITCHEN HOOD 5. DAMPER SLEEVE ON OPPOSITE SIDE OF WALL FROM ACTUATOR MUST BE MINIMUM 3"AND MAXIMUM OF 6"LONG. A ,,,, EXHAUST AIR 6. DUCT CONNECTION AS PERMITTED AS A CONDITION OF DAMPER LISTING.FLANGED BREAK-AWAY STYLE DUCT/SLEEVE CONNECTIONS ARE SHOWN. 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 \/ Fl- -h 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 CLEANOUT DOOR - OBSTRUCT"IN LETTERS NO LESS THAN 1"IN HEIGHT. EXTERNAL INSULATION SHALL NOT CONCEAL ACCESS UNLESS A LABEL IS ATTACHED TO THE Jr TYPE,QUANTITY AND CEILING LOCATION AS PER GMSC KITCHEN EXHAUST INSULATION WHICH INDICATES THE EXACT LOCATION OF THE OPENING. HOOD;REFERENCE 8. DUCT SMOKE DETECTOR MOUNTED ON DUCT SLEEVE OPPOSITE ACTUATOR WITHIN FIVE FEET OF DAMPER.OR,AREA SMOKE DETECTORS CONNECTED CEILING SUPPORT ,r< FOOD SERVICE TO CENTRAL FIRE ALARM SYSTEM.SMOKE DETECTORS SHALL BE ADDRESSABLE AND UNIQUELY TAGGED. SYSTEM SQUARE OR RECTANGULAR E DRAWINGS. 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 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. - 8 KITCHEN HOOD AND EXHAUST FAN DETAIL WALL FIRE/SMOKE DAMPER-AIRFOIL HARD DUCT TO R/A OR EIA CEILING REGISTER SCALE:NONE SCALE:NONE SCALE:NONE / REVISIONS DATE / FIRE/SMOKE VERTICAL DUCT SHAFT SHEET METAL SUPPORT STRAPS(4MINIMUM) � DAMPE RS,SEE CONDENSATE PIPING `\''$ DAMPERS, I SPECIFICATIONS&PLANS I I SLAB OR , ACCESS DOOR,SIZE SHALL STRUCTURE ALLOW SERVICE OF FIRE/SMOKE DAMPER, IC / VOLUME DAMPER, NOTE# - NOTE#2 I t 21"DEFLECTION �- 3/8"DIA.THREADED ROD(TYP) i /CONICAL SPIN-IN " = ,SPRING (TYP) 5-0 MAX. VIBRATION ;"LEX CONNECTION TYP SUPPLY DUCT ti _ ISOLATOR(TYP 4) TIGARD TUALATIN SCHOOL DISTRICT tt 44 ►t. { / BALANCE DAMPER Iffi I - „,‘^if N40•..ill,' ? ..... .,,,..... /I0 g / °°°'' -- TIGARD HIGH _ . SHEET METAL PLENUM W/1" DUCT BRANCH �' % Mk SCHOOL / INTERNAL LINING \\- 111, \ ••''' /0 FIRE SEAL ALL AROUND, j7 . I -: SEE SPECIFICATIONS,NOTE#1 %, !"1 n V MODERNIZATION RETURN PLAN VIEW 44 \- / - = SUPPLY AIR _ LINEAR DIFFUSER, NOTE#1 (SEE RATED SHAFT,SEE / DUCT SUPPORT STRAPS NOTE#3 SPECS} � 1 _, Ilr--_ ARCHITECTURAL DRAWINGS DUCT CONNECTION 9000 SW DURHAM RD. 7-cr>"5 \ OUTSIDE AIR TIGARD,OR.97224 C1_3 i DUCT BRANCH REFRIGERANT PIPING FILTER WITH SIDE ACCESS JOB NO: 16992.00 ��! ISOLATION VALVES ISSUE DATE: 06/19/2018 STAINLESS STEEL DUCT H INTEGRAL CONDENSATE PUMP BAND(TYP.) AIR FLOW Jurisdiction Stamp Area (Jr-4 ACOUSTICAL FLEX (SEE CEILING(SEE AIR FLOW SPECIFICATIONS) ARCHITECTURAL DWG'S FOR TYPE) 45 ACCESS DOOR,COORDINATE NOTES: CONNECTION PER i!IACCESS IN CEILING,SEE 1. REFER TO PLANS FOR SIZES AND CONTINUATION. MANUFACTURERS 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=114 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 DOUB ECCESS DEFLECTOOR ACCESS WITH CEILING FRAMING AND OTHER ION NEOPRENE MOUNTS FOR DUCT RISER SUPPORTS.ES. PLENUM PROVIDE TRANSITION FITTING AT PLENUM INLET. I- DETAILS w co SLOT DIFFUSER MOUNTING DUCT RISER TAKE-OFFS FAN COIL-SUSPENDED 1- 4 SCALE:NONE SCALE:NONE SCALE:NONE G W M9. 02 a. ALTERNATE DUCT LOCATION \ ��,, `.. asset E�}' WHERE REQUIRED LENGTH FLEX DUCT, 12"MAX architects HYDRONIC SUPPLY PIPING PROVIDE TURNING VANES WITH SIDE INLET ONLY 721 NW 9TH Ave, Suite 350 HYDRONIC RETURN PIPING SHOP FABRICATED SHEET \ VOLUME DAMPER, Portland, Oregon 97209 07/ r SEE DRAWING FOR 7 UL LISTED VENT CAP T (206) 340 9500 F (206) 340 9519 METAL BOX,HEIGHT I^ LOCATION WITH 1/2"MESH DIFFERENTIAL PRESSURE SENSOR/TRANSMITTER BIRDSCREEN. AS REQ'D TO CLEAR LIGHTS OR OTHER j SOLDER WEATHER-TIGHT r 1/4"OR 112"TUBING WITH BALL VALVE OBSTRUCTIONS, (� CIVIL ENGINEER& LANDSCAPE MIN.BOX WIDTH ISOLATION Cardno SHALL BE 2" (� 24"MIN. ROOFING BY GENERAi_ ` o ;� 1/4" 1/2" WIDER ON EACH r CONTRACTOR. 6720 SW Macadam Ave Suite 200, PRESSURE GAGE OR - _ Portland, 97219 0 TUBING WITH BALL VALVE ISOLATION SIDE THAN THE ( (-- // CONNEGTING DUCT - J/ T(503}�19-2500 MINIMUM HEIGHT IS: / ( ('-� \1 ./ FLEX DUCT DIAMETER+3" ( - - ///,/,///.//,,,////////////////7 STRUCTURAL ENGINEER NOTE#1 SQUARE OR Catena Engineers bROUND NECK . 1"ACOUSTICAL LINING 1500 NE Irving St., Suite 412 P-I I- --'' PENTHOUSE ROOF I la -, R 97232 VENT T(503)-467-4980 MECHANICAL ELECTRICAL& �r ��1 'TC:J PLUMBING ENGINEER Glumac CEILING NOTE: 900 SW Fifth Ave.,Suite 1600 Portland,OR 97204 - CEILING 1. VENT,VENT CAP AND COUNTERFLASHING BY MECHANICAL CONTRACTOR T(503)-227-5280 DIFFUSER(FRAME TO 2. FLUE SIZE PER MANUFACTURER'S INSTALLATION INSTRUCTIONS MATCH CEILING TYPE 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 1. ACOUSTICAL FLEX MAY BE USED FOR CONNECTION TO DIFFUSER SHEET METAL BOX. 1900 W.Nickerson St,Suite 201 Seattle,WA 98119 2. DIRECT FLEX CONNECTION TO DIFFUSER IS NOT ACCEPTABLE.TYPICAL ALL. T 206-378-0569 DIFFERENTIAL PRESSURE SENSOR0 DIFFUSER CONNECTION BOILER FLUE COST CONSULTANT 4 Construction Focus SCALE:NONE SCALE:NONE SCALE:NONE 740 Almaden St. Eugene,OR 97402 T 541-686-2031 QCPIRCC1p1 ES: 12/31/19 CD i BUTTERFLY VALVE(TYP) NOTES: cRE OPEN VENT TO UNIT WITH COIL II - 1. PUMP FLOW SHALL BE TRIMMED USING VARIABLE SPEED DRIVE, v � 1�GON o \� ATMOSPHERE WITH �1� Q FLOW MEASUREMENT VENTURI WITH FLOW VERIFIED THROUGH VENTURI. pR �- PERFORATED CAP ^` f MINIMUM 1"ABOVE FLOOD ..b.._. �, , ° A. PROVIDE ENGRAVED PLASTIC TAG ON PUMP WITH HZ S6, M. GNc'G 7? (MINIMUM RIM OF DRAIN PAN. SUCTION • VFD -_ (3)-PIPE DIA.SPOOL CORRESPONDING TO BALANCED MAXIMUM DESIGN PUMP OF FIVE 1/8"HOLES).CAP , :, UPSTREAM OF VENTURI FLOW. SHALL BE REMOVABLE FOR DRAIN PAN 2. PRESSURE GAUGE:CONNECT TO PUMP FLANGE TAPS AND INLET MAINTENANCE. Q (4) 5 TO STRAINER. 3. PROVIDE MINIMUM FIVE PUMP INLET DIAMETERS STRAIGHT TO 1%SLOPE(MIN) • 1"MIN. •t PUMP SUCTION. -SILENT 4. DISCHARGE CHECK VALVE TO BE MINIMUM FIVE PIPE DIAMETERS CHECK VALVE AFTER PUMP DISCHARGE. DIELECTRIC UNION 4 I - 5. CHECK VALVES,SHUT-OFF VALVES,STRAINER TO BE FULL SIZE. TRAP DEPTH SHALL BE 3" PO r ER PRESSURE GAUGE 6. DIV 23 TO LOCATE AND MOUNT VFD.VFD SHALL HAVE 42" MINIMUM OR 1"GREATER �` CLEARANCE IN FRONT PER NEC.PREFERRED LOCATIONS THAN THE TOTAL STATIC f O �`� BALL VALVE(TYP) PRESSURE OF THE SUPPLY TYPE"L"OR"M"COPPER TUBING ="-Is MI 1 1 ARE: A. ON WALL BEHIND PUMP. FAN(IN.WG.),WHICHEVER IS WITH WROUGHT COPPER FITTINGS. 5 STRAINER DDC O B. ON STRUT PEDESTAL BOLTED TO HOUSEKEEPING PAD \�. ECCENTRIC REDUCER VERTICAL EDGE. GREATER. . 7. VFD MAY BE USED FOR VARIABLE AND CONSTANT FLOW THREADED BRASS 1 . \ APPLICATIONS,AS VFD FUNCTIONS AS COMBINATION STARTER/ CLEANOUT PLUG. I �� DISCONNECT/SOFT-START/BALANCING DEVICE. \ 8. REFER TO SECTION 230548 FOR VIBRATION ISOLATION/SEISMIC REQUIREMENTS. NOTES: 10 3/4"HOSE END �"o' '� 9. VERTICAL PIPING WEIGHT SHALL BE FULLY SUPPORTED BY DRAIN VALVE an CONCRETE GROUTED INERTIA BASE® 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 �� PUMP i ISOLATORS 10. SUCTION DIFFUSER WITH STRAINER MAY BE USED IN LIEU OF OTHER LOCATION AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. `� CONNECTION(TYP). _ _ -RI 4 WYE STRAINER AND L.R.ELBOW. 2.ALL INTERIOR CONDENSATE DRAIN PIPING ABOVE CEILINGS SHALL BE INSULATED. IIIWP T 3.PROVIDE PIPE SUPPORTS AS REQUIRED TO MAINTAIN MINIMUM 1%SLOPE. 10 L.R.ELBOW 4.INSTALL TRAP PARALLEL TO UNIT,IF POSSIBLE. 1 3 SEISMIC RATED ANCHOR BOLT 5.MINIMUM CONDENSATE PIPE SIZES SHALL BE PER THE FOLLOWING TABLE UNLESS ® PIPE SUPPORT !' �, 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. CAPACITY SIZE .r-- INERTIA BASE UP TO 20 TONS 3/4 FLOOR I 21 TO 40 TONS 1" 41 TO 90 TONS 1-1/4" SEISMIC SNUBBER CD ' 91 TO 125 TONS 1-1/2" COOLING COIL CONDENSATE TRAP 6 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 •••• •,•- -404.1.*, INSULATED PIPE WITH :❖'� ❖, ❖'� '*: o,,, ;• ••r' •• PIPE SUPPORT •• ,+• VAPOR BARRIER „/ ,./ ❖. ►o•�' �'.• :•.'/ 'o. TIGARD TUALATIN SCHOOL DISTRICT or'a . O.Z ,►$ SEE NOTES BELOW .•... TIGARD HIGH ii GYPSUM VERMICULITE CAULKING ri_ �•••••� -� -1 ~� �•••� �I me PIPE ROLL SUPPORT OR PERLITE INSULATION U, -Alt ALL AROUND FIRE PACKING AS � �-.�+ TO SEAL S C H 0 0 L REQUIRED TO MAINTAIN SLAB RATING, ""� �0►, I r r~� UNISTRUT SLABMODERNIZATION NOTE#1 -ten ,r L____LIf _ � LEAD STACK FLASHING 1"DEEP MASTIC SEAL -�•r SLAB PENETRATION,AND SLEEVE,_...,,, REFERENCE TOP AND BOTTOM 110.-4 NOTE#2 AND#3 PIPE SUPPORT POST ARCHITECTURAL DETAIL FOR 12"MIN • S,% �. . b• o S i MOP LEAD IN WITH ROOFING 9000 SW DURHAM RD. o • ".' -+ o , �► TIGARD,OR.97224 �j o~mo • �� • ** •1 �� •�� ,� �,� ••••••••••••• •te* ••• �••�• � � • •� �� * *�*�. • ,•,•,,,, • •,,,• ,,,,, ,, • , o•,• • •• � *Ao000 •••••• •oV •�� *V � 000SS. o• � V.�< • INSULATION� • � � • o " a co �� - • • � * � • '.: * * ,•4111• •• z! 4, ,, Ac: i ►•iii•X••+i±(!i%i .44•! :•:•*i•:•• iif ••••••••••!•••• ,• , 44*. •••• •••,•�� • • 4 oo D a ,a,.i, _..o, o. ` JOB NO: 16992.00 'a• „► o an 40 0 •• - .. •e ISSUE DATE: 06/19/2018 o e, •• ..„ >a a ROOF CONSTRUCTION Jurisdiction Stamp Area 1/2"MIN. l r i i r 24 GA, 1-1/2"x1-1/2" RETAINING RING 10"X10"STEEL TOP AND BOTTOM, „I!I,4 I, !Ial I PLATE WELDED SECURE TO DUCT _ .1"-TYPICAL TO PIPE POST 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 q_ 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. ETAI LS SYSTEM APPROVED PRIOR TO INSTALLATION. 2. POLYISOCYANURATE INSULATION INSERTS SHALL BE INSTALLED WITH CONTINUOUS VAPOR BARRIERS AND SHEET E 2. COORDINATE SIZE AND LOCATION OF SLAB PENETRATION WITH STRUCTURAL ENGINEER. METAL ABRASION SHIELDS ON ALL CONDENSER WATER PIPING TO PREVENT CONDENSATION. PIPE SADDLES MAYBE 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 F-- - - SCALE:NONE SCALE:NONE 2 ct W M9.03 13... PUMP DISCHARGE " S FROM PUMPI tti I _ , S TO PUMP - PUMP SUCTION architects NCI Lic 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 AINAL I6E6SE PLUMBING T (206) 340 9500 F (206) 340 9519 DRAIN PIPE TO AFTER INITIAL FILL DESIGN FOR 3/4" " REMOVAL FLOOR SINK AND CONTINUATIO 3/4 COVER PRESSURE REMOVE HANDL, N MV MANUAL AIR GAUGE NC "" CIVIL ENGINEER& LANDSCAPE (TYPICAL) i NO NO SIZE AS 11 VENT Cardna 3/4"to 2 6720 SW Macadam Ave Suite 200, r 4 >e } "� 1:131 ip 4 I - CHEMICAL POT FEEDER TANK Portland,OR 97219 � Ii;. i• T(503)-419-2500 CONNECT TO III r STRAINER WITH HYDRONIC HOSE UNION(TYP) STRUCTURAL ENGINEER SYSTEM BALL VALVE(TYPICAL) �WESSURE AND 0 PE BIBB DRAIN Catena Engineers BACKFLOW PREVENTER 1500 NEPortland,IrvingOR97232 St.,Suite 412 (RP) IA f CONCRETE T(503)-467-4980 PRESSURE WITH INTEGRAL CHECK EXPANSION ANCHOR REGULATING VALVES,TEST PORTS,AND L BOLT(TYP FOR 3 LEGS) MECHANICAL ELECTRICAL& VALVC SHUTOFF VALVES CONCRETE PLUMBING ENGINEER Il PAD Glumac FIXED AIR GAP FITTING 900 SW Fifth Ave.,Suite 1600 WITH 2"DRAIN TO I, . t . . • Portland,OR 97204 FLOOR da a .- T(503)-227-5280 SINK NOTES: 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 TSeattle, 8-0569 MAKEUP WATER RP DEVICE CHEMICAL POT FEEDER T206-,WA 98119 SCALE: NONE SCALE:NONE COST CONSULTANT Construction Focus 740 Almaden St. MANUAL AIR VENT - MV NO Eugene,OR 97402 PRESSURE GAUGE `�•►�}, CONNECT TO SIDE T 541-686-2031 ` OF NC ii iI NL E{TYP) EXPIRES: 12/31/19 AIR CHARGING VALVE 3/4"(MIN) V ,512_,04 -T1 icitPROI- J, W90 ,t` \ ANTI- THERMOSYPHON i� -- oREcoH SHEET METAL DUCT WITH LOOP, 12"DEEP(MIN) p`�CF,y�R 3�::9 1-1/2 STANDING INTERNAL DUCT INSULATION OR 12 DIRT LEG WITH SyL4 M SEAM RIVETED OR DOUBLE WALL DUCT AT ROOF INSULATION JACKET 3/4" BOLTED A7HOSE BIBB DRAIN CORNERS AND MAX 8"OC PENETRATION AND ON ROOF(TYP) ON ALL EXPOSED AND CONTINUOUS 1/4"X1" HIGH CAPACITY SURFACES CAP FLASHING NEOPRENE GASKET (TYP) AUTOMATIC 3" . AIRLP .l Jli LIFTING LUGS ASME PRESSURIZED CANT STRIP, MIN - PRE-FABRICATED STEEL VENT VERTICAL PRE-CHARGED HIGH(TYP) - CURB WITH WOOD NAILER, ROUTE INSULATION JACKET C BLADDER-TYPE PACK INSULATION = MIN 8"HIGH DRAIN ON ALL EXPOSED EXPANSION IN VOID SPACE 1 TO FLOOR NO = SURFACES TANK AROUND DUCT 1/4"LAG SCREWS AT 8" DRAIN OR CLEVlS PIPE HANGER OPENING(TYP) = OC(MIN 2 PER SIDE) FLOOR SINK _ ATTACHED TO STRUCTURE -. _= r 1 (TYP) ROOFING : ii =_ \ COUNTER FLASHING i� ,'_ 3 =-r i CALCIUM SILICATE FACTORY :� 3/4"HOSE BIBB �� I �� ► V ti ! INSULATION WITH N t hF\ /- " 104! :\ r-°L-I 1.� = r-° GALVANIZED ANGLE(TYP) ANDMOUNTING CAP... STEEL � _ FLOW FLOW SHIELD CONCRETE EXPANSION CONCRETE 3/8"THRU BOLT,LOCK = = ROOF INSULATION IN - OUT BOLT, WASHER AND NUT AT i'' __ �- - t-- --J MIN 1/2"(TYP) HOUSEKEEPING PAD, 24"OC(MIN 2 PER SIDE) - METAL DECK 4" I 4 SECURE DUCT RISER TO "- tivi 6" , THICK{MIN) ,1' FRT DF#1 LEVELING -° -' INIMU ELEVATION f d .� Y OPENING FRAME WITH BLOCK DRAIN PIPE ? . •- a 114"SHEET METAL SCREWS(MIN SHAPED TO LEVEL CURB ROUTED TO \ 2 PER SIDE) WOOD BLOCKING FLOOR SINK ' NOTES: DUCT RISER WITH INTERNAL STEEL CHANNEL- \-4-1--- �® 1. COORDINATEWITH STRUCTURAL DESIGN FOR CONCRETE ATTACHMENT. INSULATION, TRANSITION TO SEE2. TANK INSULATION ISNOT REQUIRED WHEN USING AN ANTI-THERMOSYPHON LOOP. EXTERNAL DUCT INSULATION STRUCTURAL PLANS NC 3. PRE-CHARGE TANK AS SCHEDULED. BELOW THE ROOT" T 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 # 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. DUCT PENETRATION-METAL ROOF 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 PRESSURETypTEST TAP TIGARD TUALATIN SCHOOL DISTRICT BRANCH DUCT MAY MATCH TERMINAL PRESURE GAUGE(TYP) TIGARD H INLET SIZE WITHIN FIVE FEET OF MAIN,BUT MUST BALL VALVE(TYP) NO- -1 -- NO THERMOMETER IN 1")X20 GAUGE BE UPSIZED FOR GREATER DISTANCES TO -' - ----FLOW CONTROL 7THERMOWELL(TYP) STEEL OVERCOME PRESSURE DROP. VALVE WITH AIR INTAKE VENT PIPE Y BOILER FLUE UP TO SCHOOL WHERE APPLICABLE, LOCATE DISCHARGE .�' �- STRAP TO UPPER TEMPERATURE SENSOR,5'DOWNSTREAM w MEMORY STOP(TYP OF 2) MANUAL AIR VENT 4_ 1 VENT CAP v NO 3/4" (1 GPM MAX) (TYP) yivH �� ATTACHMENT(TYP) ON '+�� MODERNIZATION OF CPVC CORROSION TEMPERATURE AND FSS _ 41 - MUFFLER 11 HEATING COIL(MIN) COUPON HOLDER WITH PRESSURE RELIEF VALVE FISI 3/4"VENT PIPE UP �,, 3/4" NYLON SCREW{TYP OF 2) WITH 3/4"DRAIN PIPE TO NC .1., - THRU ROOF c)i NO FLOOR SINK = �� I NO NATURAL GAS PIPE 9000 SW DURHAM RD. >< IbOr iti 0 ,,,,.,_,_. I - WITH SERVICE VALVE TIGARD,OR.97224 60"MINIMUM TOCPVC PIPE{TYP}FIRST 0.15 DEFLECTION NEOPRENE ,� lI ilTAKE-OFFBALL VALVE(TYP) MOUNTS OR PADS „"„ �� NATURAL GASPRESSUJOB NO: 16992.00 \ L / BOILER REGULATOR,IF ISSUE DATE:E 06/19!2018 MR ROUNDWITH INSULATION LINER ti REQUIRED Jurisdiction Stamp Area MAIN HEATING WATER COILSUPPLY DUCT ' `` DIRT LEG, 12"DEEP VAV TERMINAL WITH DAMPER, NOTES: WITH CAP 45 DEGREE OACTUATOR AND CONTROLLER 1. PROVIDE CPVC CORROSION MONITORING RACK WITH A MINIMUM OF TWO CONCRETE ENTRY BRANCH TAKE- NYLON COUPON HOLDERS.PROVIDE ONE NEW MILD STEEL COUPON AND HOUSEKEEPING PAD(6" N4,37 0 ..n 7 1 DEICER DRAIN AND CONDENSATE OFF MANUAL VOLUME DAMPER WITH ONE COPPER COUPON. INSTALL STEEL COUPON IN HOLDER UPSTREAM OF MINIMUM) ROUTED TO CONDENSATE LOCKING QUADRANT AT EACH TAKE-OFF, NEUTRALIZER AND TERMINATED 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 NOTES: 1. SHEET METAL OUTLET PLENUM SHALL BE LINED WITH 1"THICK FIBER-FREE INSULATION LINER. REPRESENTATIVE ON MONITORING PROCEDURES. 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. F- 8. COORDINATE ANCHORAGE REQUIREMENTS WITH STRUCTURAL DESIGN. LJJ 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, Cl) POWERED ISOLATION VALVES CONTROLLED BY BAS ARE REQUIRED. VAV TERMINALE REHEAT COIL COUPON RACK DETAIL SCALE:NONE 4 SCALE:NONE INDOOR CONDENSING BOILER 2 SCALE: NONE W M M9 .04 0 SHUTOFF VALVE(TYP A -�i 4) HWR HWS ' . ' ' d MANUAL BALANCING VALVE 4 • 431) (1P '=12 PIPE DIAMETERS- CHEET METAL DUCT MANUAL AIR VENT MIN STRAIGHT LENGTH Ija1s,1gtjtti - METAL FASTENERS 1 THICK DUCT LINER ` OR GRIP NAILS TO 5 PIPE DIAMETERS- architects BE INSTALLED NOT LINER TO BE ii;;: <Y--- -MIN MORE THAN 2" ADDHERED TO ,FROMCT rl STRAIGHT LENGTH EDGE OF LINER. WITH 90 PERCENT ri A TT ` 3-WAY MODULATING FLOW 721 NW 9TH Ave, Suite 350 (MINIMUM) SECTION A-A BI 9AB CONTROL VALVE.MOUNT Portland Ore on 97209 ADHESIVETT A �� IN UPRIGHT POSITION. T (206) 340 9500 F (206) 340 9519 BOTTOM NOTES: # i" BALANCE BYPASS FLOW AIR FLOW 111 TO MATCH COIL FLOW 'u!;`` SECTIONS OF 1. WALL ASSEMBLY: MINIMUM 6"THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT(100-150 1 7�'' `� LINER PCF)CONCRETE WALL.WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE THEN REMOVE VALVE CIVIL ENGINEER & LANDSCAPE 'R)C4:4. ._, % r` < SHALL OVERLAP BLOCKS. MAXIMUM OPENING SIZE IS 10-1/2". HEATING WATER COIL 0i - TT HANDLE Cardno �� i, < THE SIDES 2. THROUGH PENETRANT:ONE METALLIC PIPE OR TUBE INSTALLED EITHER CONCENTRICALLY OR 6720 SW Macadam Ave Suite 200, ��u�m m�� ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM.THE ANNULAR SPACE BETWEEN PIPE OR TUBING UNION(TYP) PRESSURE AND Portland,OR 97219 �� «4. ..� > x 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 oz. " � " } RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY.THE FOLLOWING TYPES AND SIZES OF FLEXIBLE(EPDM/KEVLAR) TEST TAP o�' to .�`�.," > METALLIC PIPES OR TUBING MAY BE USED: REINFORCED HOSE WITH (TYPICAL) STRUCTURAL ENGINEER N%yQ.• .-� ��n &n A n A A, A. STEEL PIPE:NOMINAL 8"(OR SMALLER)SCHEDULE 10(OR HEAVIER)STEEL PIPE. BRAIDED STAINLESS STEEL Catena Engineers B. IRON PIPE:NOMINAL 8"(OR SMALLER)SERVICE WEIGHT(OR HEAVIER)CAST IRON SOIL JACKET,MINIMUM 12"LONG STRAINER W/ 1500 NE Irving St,Suite 412 PIPE,NOMINAL 8"(OR SMALLER)OR CLASS 50(OR HEAVIER)DUCTILE IRON PRESSURE PIPE. (TYP HOSE Portland,OR 97232 CUTAWAY VIEW DUCT SECTION C. COPPER TUBING:NOMINAL 4"(OR SMALLER)TYPE L(OR HEAVIER)COPPER TUBING. 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 3. ALL ENDS OF LINER TO BE COATED WITH ADHESIVE.ENDS OF LINER SHALL BE BUTTED FIRMLY TOGETHER. INSTALLATION INSTRUCTIONS. T=0 HR. 6. INSTALL ANCHORS AND SUPPORTS TO ALLOW COIL MOVEMENT IN ALL DIRECTIONS WITH MINIMAL PIPE STRESS. 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 n BALL VALVES(TYP) HWR V r ' MANUAL AIR VENT -Pi"' A HWS M li � EXPIRES: PROFF 12/31/19 20 GAUGE,MINIMUM,RAIN HOOD. © 2 PIPE DIAMETERS S��*GI NE4. r�0 ALL JOINTS SOLDERED.SIZE AS r--t r-` HEATING MIN ik '(' 4' l REQUIRED TO PROTECT ALL �`�, k WATEREAC01 STRAIGHT LENGTH 90 20 GAUGE,MINIMUM, p�p f •SHEETMETALìJI 5 PIPE DIAMETERSEND CAP.CAULK ALL PIPE PENETRATION PANEL.CAULK ALL (3Wir • XMINPENETRATIONS WATERTIGHT. WATERTIGHT. �--� L J 1STRAIGHT LENGTH` TT CONTINUOUSCAULKING AROUND J1 *�� .. ii PERIMETER.ATTACH TO CURB -----0.- AV 1 B �,,� WITH 1/4"SCREWS AT 6"ON �► BTT 'EIS ATION(MINIMUM)TO FILL / VOID AIR FLOW (j) B\ BETWEEN AND AROUND PIPES. UNION TYP CONTINUOUS 1/4"X2"NEOPRENE SECTION A-A (TYP) TT 45 DEGREES \ GASKET NOTES: #( 1.4 FLEXIBLE(EPDM/KEVLAR} 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 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, ki MINIMUM -MANUAL FLASHINCT ► \n L. i !`.� WITH WOOD NAILER AND 2" CONSTRUCTION FEATURES: BALANCING ( (� __ INSULATION MIN 8"HIGH A. STUDS-WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS2 HR FIRE RATED ASSEMBLIES)OR 12"LONG(TYP) CANT STRIP,MIN =_ ('RT DF#1 LEVELING (MAX( VALVE AtSTEEL CHANNEL STUDS. 3"HIGH(TYP) BLOCK STRAINER W/ � e �� B. GYPSUM BOARD-NOMINAL 5/8"THICK.THE GYPSUM WALLBOARD TYPE,THICKNESS,NUMBER OF LAYERS, 3-WAY MODULATING FLOW A, =_ CURB HOSE_ -• •-•ik. `-� FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 CONTROL VALVE. MOUNT 1 1 ,r. .- BIBB DRAIN VALVE 1 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. IN I-,.-, , , �`- /---\ 2. THROUGH PENETRANT:ONE METALLIC PIPE OR TUBE INSTALLED EITHER CONCENTRICALLY OR PRESSURE AND UPRIGHT POSITION. r r ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM.THE ANNULAR SPACE BETWEEN PIPE,CONDUIT OR TUBING TEMPERATURE i0 I 10110 01 AND PERIPHERY OF OPENING SHALL BE MIN ttlY Ff.PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH TEST TAP(TYP) DALANCE BYPASS FLOW TO 3/8"THRU BOLT,LOCK u 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 - .. WASHER AND NUT AT B. IRON PIPE:MAXIMUM 12" CAST IRON OR DUCTILE IRON PIPE. BALL VALVE HANDLE, 2' )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. R pUIRED HOUR RATED ASSEMBLIES, RESPECTIVELY,APPLIED WITHIN ANNULUS,FLUSH WITH BOTH SURFACES OF WALL. 2. MINIMUM 3/4"PIPE SIZE, UNLESS OTHERWISE NOTED ON PLANS. Nu i Es: 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. A 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 I CZ) 2 PIPE DIAMETERS A ��} SHUTOFF VALVE(TYP) HEATING MIN C 46 k� WATER STRAIGHT LENGTH TIGARD TUALATIN SCHOOL DISTRICT ` % 1 - •EAT COIL N u u 411. HWR HWS 11i`11 r 5 PIPE DIAMETERS TI GA R D H I G H MANUAL AIR VENT . , 1 X�(� f ,1o;1, STRAIGHT LENGTH 4 y 11M � al!) e ��, TT SC 0 0 L 410 .�� A �� 2 MIN NIPE DIAMETERS- J tiN TT I1 MODERNIZATION SECTION A-A Pk4kkil _` STRAIGHT LENGTH AIR FLOW QI - 1 5 PIPE DIAMETERS 4414410 - 4 i id MIN UNION(TYP) NOTES:CD �� ` pi TT �& STRAIGHT LENGTH TT 1. FLOOR ASSEMBLY:MINIMUM 5-1/2"THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT(100-150 PCF)CONCRETE,DIAMETER 0,..ft h ( TT o FLEXIBLE(EPDM/KEVLAR) 9000 SW DURHAM RD. OF OPENING TO BE 1 TO 1-1/4LARGER THAN OUTSIDE DIAMETER OF INSULATED PIPE.MAX DIAMETER OF OPENING IS 18". 11�11i11 di I� -PRESSURE INDEPENDANT REINFORCED HOSE WITH BRAIDED `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) AIR FLOW `11 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: 06119/2018 OUTSIDE WITH AN ALL SERVICE JACKET.LONGITUDINAL JOINTS SEALED WITH METAL FASTENERS OR FACTORY-APPLIED HEATING WATER COIL 7aiel - TT' CONTROL) BALANCING SELF-SEALING LAP TAPE.TRANSVERSE JOINTS SECURED WITH METAL FASTENERS OR WITH BUTT STRIP TAPE SUPPLIED WITH THESTRAINER 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) ; TEST TAP(TYPICAL) PRESSURE AND 4. FIRESTOP SYSTEM-THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS: VALVE A. FILL,VOID OR CAVITY MATERIALS:WRAP STRIP,NOMINAL 1/4"THICK,2"WIDE, INTUMESCENT ELASTOMERIC MATERIALSTRAINER W/ TEMPERATURE FACED ON ONE SIDE WITH ALUMINUM FOIL.TWO LAYERS OF THE NOMINAL 2"WIDE STRIPS TIGHTLY-WRAPPED AROUND PIPE REINFORCED FLEXIBLE(ED HOSE WITH HOSE TEST TAP(TYP) REINFORCED HOSE WITH 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)TOA 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. SHUTOFF VALVES TO BE BALL TYPE FOR SIZE 2"AND BELOW,AND BUTTERFLY FOR 2-1/2"AND ABOVE. 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. INSULATE PIPING,VALVES AND FITTINGS FROM PIPE MAINS TO COIL CONNECTIONS. 5. INSULATE PIPING,VALVES AND FITTINGS FROM PIPE MAINS TO COIL CONNECTIONS. W 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. 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. CO 7. MOUNT STRAINER AT LOW POINT. IF NOT POSSIBLE,PROVIDE SEPARATE DRAIN VALVE. 8. REFER TO SPECIFICATIONS FOR ADDITIONAL VALVE REQUIREMENTS. PIPE PENETRATION CONCRETE FLOOR INSULATED 2 HR RTU/OSA HEATING WATER COIL 2-WAY REHEAT COIL 2-WAY w M9.05 SCALE:NONE 4 SCALE:NONE SCALE:NONE w ASSEMBLY DRAWING AT SPRING / \ LOCATIONS bassett,1 _ REMOVABLE FREE TOP STRUCTURAL _ NEUTRAUWHITE STANDING Tt1BING MAIN MEMBER POWER TO DRYER _ ■� ._ FAN architects SPRINGb II 4 ADJUSTABLE BOLTO m I:. `• "'" / PORT OPENING WITH •.:�• t / / 721 NW 9TH Ave, Suite 350 COVER -o � M9.06 AMP SENSOR Portland, Oregon 97209 w.FOR BOLT ADJUSTMENT • \ T (206) 340 9500 F (206) 340 9519 UPPER CASTING E 120 VAC PINNED TO / DRYER JUNCTION BOX ADJUSTABLE AMP SENSOR WIRING ROOF LOWER STRUCTURAL ( DETAIL CIVIL ENGINEER & LANDSCAPE BOLT TUBING MAIN MEMBER ADJUSTABLE BOLT - I I I I Cardno //\c/./ c i ck XX/./ 6720 SW Macadam Ave Suite 200, THREADED SUPPORT CASTING METAL DECK / , / T(503)-419-2500 18 I Eliti STRUCTURAL ENGINEER Catena Engineers ■ REFER TO 30X30 MAX 1500 NE Irving St,Suite 412 amUPPER RECTANGULAR Portland,OR 97232 T(503)-4674980 ATTACHMENT DUCE AIR I DRYER BOOSTER FAN MECHANICAL ELECTRICAL & HANDLING " PLUMBING ENGINEER CONDENSATE 1"X22 GA 2'-8"MAX TO Glumac UNIT 111-oLINT TRAP /DRAIN S-- ".. STRAP / STRUCTURAL 900 SW Fifth Ave.,Suite 1600 • (TYP) ----------ah. SUPP RT Portland,OR 97204 LINE WITH TRAP ah. ALUMINUM DUCT T(503)-227-5280 3"X3"X1/4"ANGLE BY AHU MANUFACTURER WELDED TO MOUNTING CHANNEL MOUNTING 11, FOOD SERVICE CONSULTANT CHANNEL ON UNIT �' 1 -�.1 CONTINUOUS 1/2"X2" 37100 SE Lafayette Ct. ice Design ALUMINUM WEATHER SEAL NEOPRENE GASKET. I, , , i��#10 SELF-TAPPING Portland,OR 7202 -Vat Iz DRYER „....,.., J___ SHEET T(503)-236-8566 SECURE AIR HANDLER CHANNEL TO 2"THICK INSULATION "" ■ CURB WITH 1/4"HILTI KWIK- DETAIL A METAL SCREWS,4 MIN ,- 13" 1�!!R FLEX SCREWS AT 24"OC. ADJUSTABLE ROD ACOUSTIC &AV CONSULTANT REFER TO STAINLESS STIFFENER The Greenbusch Group /!;!'� UPPER 1900 W. Nickerson St.,Suite 201 3"MINIMUM _ �- MIN.2 LAYERS 5/8"GYPSUM BOARD _ STEEL DRAW BAND ATTACHMENT J- i k WITH ALL EXPOSED JOINTS ��.._ Seattle,WA 98119 SEALED. SEE ARCH.PLANS. 3/8"ROD OR OPTIONAL FORGED T 206-378-0569 3"X3"X16 GA ANGLE WIRE ROPE CLIP.M A ,_ i MIN.2"OF 3 LB DENSITY 2'-8"MAX TO INSTALL TWO PER COST CONSULTANT (TYP) FIBERGLASS INSULATION. SEE ARCH. NOTE: BOTH SIDES / STRUCTURA CABLE END(TYP) Construction Focus PLANS. 1. REFER TO PLANS FOR SIZES AND CONTINUATION. L 740 Almaden St. ROQFIN 2. COORDINATE WITH ELECTRICAL CONTRACTOR FOR AMP SENSOR INSTALL. #10SELF-TAPPING ROOF SHAPE TO LEVEL UNIT. SHEET METALTO SUPPORT 1/4"CABLE Eugene,OR 97402 INSULATION SCREWS, - CANTO I N EINE - DRYER BOOSTER ONE PER SID' .t 'R DUCTSTRUCTURE T 541-686-2031 - METAL THRU BOLTS AT MAX 48" ••••• NN 45 `'` (TYP) ~ ROOF DECK SECTION VIEW OC AROUND PERIMETER SCALE: NONE I * EXPIRES: 12/31/19 ANGLE IRON ACROSS ',� i ,� ��, ��n PN�FFffjo LOCK DETAIL BOLT, 7DETAIL B 1/2" 90 l MIN OF TWO FLUTES �,� f4, y NOTES: CENTRIFUGAL WAST lER 1" -ii DOWNBLAST 6"N$I'3416 GP `�' OREGON o" 1. COORDINATE EXACT ROOF CONSTRUCTION MEANS AND METHODS WITH ARCHITECTURAL AND STRUCTURAL DESIGNS. " " EXCESS CABLE " 4 1 ti `') CONTINUOUS 1/2 X2 EXHAUST FAN TWO 3i8"DIA.LOCKNUTS OS 15tR 3 ' G� 2. LEVELING ELEMENT SHALL BE INTEGRAL TO CURB DESIGN. SEE ARCH ROOF PLANS FOR SLOPE. NEOPRENE GASKET I 1 :41 AND MIN 1"(TYP) 'yl✓q M, G`�4' (TYP) . . - 1/4"HEX HEAD LAG SCREWS WASHER ' AT 8"OC(MIN TWO PER FLASHING AND •' �, SIDE) NOTES: 8 SPRING CURB DETAIL COUNTER PRE-FABRICATED STEEL 1. MAXIMUM SPACING OF HANGERS SHALL BE 5'-0". FLASHING CURB WITH WOOD 2. IFA FLEXIBLE CONNECTION IS INSTALLED BETWEEN THE MECHANICAL EQUIPMENT AND THE DUCT,THEN THIS SCALE:NONE '""* NAILER, DETAIL MAY BE USED. OTHERWISE, USE DETAIL B BELOW. CANT STRIP,MIN MIN 8"HIGH 3. SEISMIC RESTRAINT CABLES MAY BE OMITTED WHERE: PENTHOUSE VENTILATOR 3"HIGH(TYP) _ = A. THERE IS A FLEXIBLE CONNECTION BETWEEN THE MECHANICAL EQUIPMENT AND /67-- ! _`` ROOFING B. RECTANGULAR DUCT IS LESS THAN 6 SQUARE FEET IN AREA OR M - C. DUCT OF ANY SIZE IS SUPPORTED WITHIN 12"OF STRUCTURE AS MEASURED FROM THE TOP OF DUCT TO THE PRE-FABRICATED STEEL t:::::::::::::::::::::::::::::::::::::::::::::::::::$`�� i- O+•+i+D++O•+i+++0++•0�+�++30•••�•o BOTTOM OF STRUCTURE. CURB WITH WOOD ,_ •..,�jr..,•+••••••••••+•••••••••+•+o• ❖.••4 4. WHERE SEISMIC RESTRAINTS ARE REQUIRED, INSECT SCREEN NAILER, I �,��-� A. PROVIDE TRANSVERSE BRACING AT 30 FT AND A iMIN 8"HIGH ►\ B. LONGITUDINAL BRACING AT 60 FT. 1/4"LAG SCREWS AT EXHAUST DUCT METAL DECK 5. VERTICAL HANGERS,DIAGONAL AND HORIZONTAL BRACES TO BE SIZED IN ACCORDANCE WITH SMACNA SEISMIC A 1 CONTINUOUS 1/4"X2" I I 8^ 3/8"THRU BOLT,LOCK RESTRAINT MANUAL TABLE 5-1 AND 5-2. NEOPRENE GASKET Y pCa( 1��PER SIDE) WASHER AND NUT AT ROOF INSULATION 6. REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE. (TYP) -..I 24"OC(MIN 2 PER ii, 7. INSTALL ROD STIFFENER AS REQUIRED.REFER TO STRUCTURAL DESIGN FOR ADDITIONAL ATTACHMENT -; CANT STRIP,MIN • J _ BLOCK 3"HIGH(TYP) me ROOFING PACK INSULATION IN WITH PRE-APPROVED B-LINE"SEISMIC RESTRAINT SYSTEM". '\ ` SHAPED TO LEVEL CURB �r � VOID SPACE AROUND "On 333 DUCT OPENING MOTORIZED CONTROL DAMPER .211196 C. �\_ (TYP) ' 1�yl=rj 1��'► ' ►�[ a g 1 ' ' CTEEL CHANNEL- SEE /Rs DUCT 1► U \ 1 STRUCTURAL PLANS RECTANGULAR DUCT-UPPER ATTAC H M E NT _ __. 3/8"THRU BOLT, LOCK ROOF INSULATION SCALE: NONE WASHER AND NUT AT NOTES: 24"OC(MIN 2 PER METAL DECK 1.COORDINATE ANCHORAGE REQUIREMENTS WITH STRUCTURAL SIDE) DESIGN. / ". fif DUCT RISER WITH FRT DF#1 LEVELING EXTERNAL BLOCK INSULATION SHAPED TO LEVEL CURB STEEL CHANNEL- DCLASS 1 AMPER / * \MOTORIZED CONTROL SEE DOWNBLAST EXHAUST FAN-METAL ROOF REVISIONS DATE STRUCTURAL PLANS 4" 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. IL 4. ALL SIZING,LOCATION,AND ANCHORING SHALL BE COORDINATED WITH STRUCTURAL DESIGN. © /- 3l8 REFER TO UPPER LO"CKBOLT, ATTACHMENT WASHER AND DUCT DETAIL NUT. C 0 PENTHOUSE VENTILATOR-METAL ROOF 1"X20GA STRAP ' IIII 1 430 SCALE: NONE CO w. - TIGARD TUALATIN SCHOOL DISTRICT 2 PIECE THROAT BOTTOM:SPOT ii (PREFER TO UPPER 3/8"DIA.BOLT, --LESS THAN laTIGARD H I G H WELDED TOP:SPECIAL SCREWS {� DETAILHMENT LOCKWASHE 28"DIAMETER �� ;� (TYP) R SCHOOL ��iBM(C RESTRAINT • " 2X2X16 GA ANGLE CABLE TO STRUCTURE 5 RATED FLOOR M O D E R N I ZAT I O N �I / `EI-IANICAL ii* FORGED WIRE DUCT SLEEVE C ROPE �• 0 � CD CD 5'-0"MAX TO 8• STRUCTURA !,� ,,� `r`� PER CABLE END TWOCLIP. INSTALL �' `� 9000 SW DURHAM RD. NOTES: SUPPORT (TYP) TIGARD,OR.97224 1. CURTAIN STYLE DAMPER BLADES OUT OF AIR STREAM. 2. STEEL RETAINING ANGLES,MINIMUM 1-1/2"x1-1/2"x0.060",FASTENED TO FIRE DAMPER SLEEVE. ANGLES SHALL JOB NO: 16992.00 / EXCESS CABLE AaNII1141114111111111010/ BE INSTALLED ON ALL FOUR SIDES OF DAMPER AND ON EACH SIDE OF THE WALL. FASTEN ANGLE TO SLEEVE WITir ( ) ISSUE DATE: 06/19/2018 �j��ig• ��1�� WITH#10 SHEET METAL SCREWS(MINIMUM). ANGLE GAGE AND FASTENING METHOD AS PERMITTED AS A MIN 1" TYP � CONDITION OF DAMPER LISTING. REFER TO MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 2-1/2"X12 GA STRAP 1"MIN Jurisdiction Stamp Area MINIMUM 1"ANGLE OVERLAP ON ALL SIDES OF PARTITION WALL. SHOWN WITH TRANSVERSE BRACING L 3 SHOWN WITH LONGITUDINAL BRACING ,�iii 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 1"X22 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. CO 5. WATER PROOFING BY ARCHITECT. FD FLOOR CURTAIN ROUND DUCT SUPPORT ~ SCALE:NONE SCALE:NONE ' 6 DRYER VENT DISCHARGE DETAIL W M9.00 ~ SCALE:NONE 0 ASSEMBLY r DRAWING bassett,' ' AT SPRING LOCATIONS architects REMOVABLE FREE TOP STRUCTURAL A_ j STANDING TI JBING..MAIN MEBtMBP SPRING - _ """`� 721 NW 9TH Ave, Suite 350 =' Portland, Oregon 97209 ADJUSTABLE BOLTO - "' o�� "' T (206) 340 9500 F (206) 340 9519 PORT OPENING WITH ` --.„„„L„,,,—.. COVER , ; -20" FOR BOLT ADJUSTMENT UPPER CASTING CIVIL ENGINEER& LANDSCAPE ill PINNED TO / Cardno ADJUSTABLE LOWER STRUCTURAL 6720 SW Macadam Ave Suite 200, BOLT TUBING MAIN MEMBER Portland,OR 97219 ADJUSTABLE BOLT . :< T(503)-419-2500 THREADED STRUCTURAL ENGINEER SUPPORT CASTINC / \ / Catena Engineers CONCRETE PAD-SEE ( V 1 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 WITH TRAP FOOD SERVICE CONSULTANT i 3"X3"X1/4"ANGLE BY AHU MANUFACTURER Webb Foodservice Design WELDED TO MOUNTING CHANNEL MOUNTING ;r 3700 SE Lafayette Ct. CHANNEL ON UNIT 'I�! Portland,OR 97202 CONTINUOUS 1/2"X2" T(503)-236-8566 ALUMINUM WEATHER SEAL = NEOPRENE GASKET. ACOUSTIC &AV CONSULTANT SECURE AIR HANDLER CHANNEL TO CURB WITH 1/4"HILTI KWIK- The Greenbusch Group 2"THICK INSULATIONiii A FLEX SCREWS AT 24"OC. 1900 W. Nickerson St.,Suite 201 Seattle,WA 98119 /;:-4.:1: :.:4:1'1111!._ ��CONCRETE PAD-SEE STRUCTURAL T 206-378-0569 3"MINIMU • FOR WHERE THIS IS APPICIABLE. ,,,� 4 a. _ . .` I COST CONSULTANT Try, Construction Focus i , ?, ' 740 Almaden St. Eugene,OR 97402 I tITI \ T 541-686-2031 ROOFINC ROOF FRT DOUGLAS FIR#1 INSULATION LEVELING BLOCK.SHAPE EXPIRES: 12/31/19 CANTO TO LEVEL UNIT. ��Q PROFFf METAL THRU BOLTS AT MAX 48" rfiG t Nf£ p 90 ROOF DECK SECTION VIEW OC AROUND PERIMETER � r ANGLE IRON ACROSS MIN OF TWO FLUTESoREr oN0 o NOTES: - NP Sy�q M. CO' 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 SCREWS 4"X4"X1/8"ANGLE N UNIT TWO PER SIDE 0.5"DEFLECTION —5/8"PLYWOOD NEOPRENE MOUNT WITH 8d AT 6" 24 GAGE GALVANIZED OC SHEET METAL FLASHING \EDGE NAILING :muuuuu CAP. NAIL TO CURS r 3"HIGH CANT STRIP /.i % // ALL AROUND i V <-> FINISHED ROOFOP 3/8"THRU-BOLT AT EACH CORNER,WITH < DOUBLE NUTS, < AND MAX 24" SPACINC o At REVISIONS DATE METAL ROOT o 4"X8"(MIN)FIRE RETARDANT TREATED r (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. CONDENSING UNIT-ROOF MOUNTED SCALE:NONE TIGARD TUALATIN SCHOOL DISTRICT 1/4"COPPER TIGARD H I G H BALL VALVE TUBING SINK OR 1/4"COPPER SCHOOL LAVATORY TUBING AUTOMATIC AIRVENT MODERNIZATION REDUCER BALL VALVE �� REDUCER yt 6"MINIMUM 6"MINIMUMROUTE TO 9000 SW DURHAM RD. —HOSE BIBB FLOOR TIGARD,OR.97224 THREADS DRAIN JOB NO: 16992.00 MN / -3/4"CONDENSATEOR FLOOR DRAIN b 1— SINK ISSUE DATE: 06/19/2018 lit / SLOPE DOWN TO SINK � t� Jurisdiction Stamp Area () TAILPIECE. / mom LAVATORY TAILPIECE. MANUAL AIR VENT AUTOMATIC AIR VENT P-TRAP' NOTES: 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 POINT IN THE SYSTEM. 1. REFER TO PLANS FOR SIZES AND CONTINUATION DETAILS 3. INSTALL MANUAL VENTS AT ALL INTERMEDIATE HIGH POINTS IN THE SYSTEMS AND ON SUPPLY AND E 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. I- 5. ROUTE AIR VENT DRAINAGE PIPING TO FLOOR DRAIN OR FLOOR SINKS IN MECHANICAL ROOMS. 6. WELDED OR SCREWED FITTINGS. E W M9.07 CONDENSATE CONNECTION TO SINK TAILPIECE AIR VENTS 4 SCALE: 1/8"= 1'-0" SCALE: NONE W