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Plans (78) PLM2019 -00245 ( 1/2 ) 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 • 3 ■ 2 ■ 11799 Sq <o9-w, Avl' RM2019 - 002gg FIXTURE UNIT CALCULATIONS 0 Plumbing Fixture Schedule (1) (5) (6)(7)(8) (11) Plan Room SERVICE SIZE- INCHES Fixture Type Finish Manufacturer Basis of Design Model Notes CALCULATIONS BASBDON2012 UPCTABLESA2.1, C4.1,C4.1(1),C5.3, AND702.1. Mark Location CW HW W V NEW GUESTF200MS FIXTURE FIXTURE UNITS TOTAL QTY TOTAL FIXTURE UNITS SH-1 guestroom 1/2 1/2 2 1-1/2 Shower an White NPL Corporation TR-OS L or R)-60x34 TOTAL CW HW WN G 1 2 3 4 R OF FIXTURES SERVICE CW ONLY HW ONLY W/V ONLY Shower arm Chrome Grohe 27414000 T r T i T WATER CLOSET 2.5 2.5 0 3 19 41 46 46 152 380 380 0 456 Showerhead Chrome Grohe 27591000 2.5GPM n 1 L L LAVATORY 1 0.75 0.75 1 19 41 46 46 152 152 114 114 152 _ Va,ve Trim Chrome Grohe 19457001 BATHTUB 3 3 3 2 19 41 46 46 152 456 456 456 304 Shower valve N/A Grohe 35015001 ASSE 1016 Listed. A K C H I T E C T s KITCHEN SINK 1.5 1.13 1.13 2 6 12 14 14 46 69 51.98 51.98 92 `. SH-2 guestroom ADA 1/2 1/2 2 1-1J2 Shower. an White MPL Corporation TR-OS(L or R -60x34 Roll-in shower = 1057 1001.98 621.98 1004Showerarm Chrome Grohe 27414000 1 7 5 0 BLANKENSHIP ROAD Showerhead Chrome Grohe 27591000 2.5GPM New PUBLIC SPACES/MISC. Va;Ve Trim Chrome Grohe 19457001 ASSE 1016 Listed. S U 1 T E 4 0 0 FIXTURE FIXTURE UNITS TOTAL CITY TOTAL FIXTURE UNITS TOTAL CW HW WN G 1 2 3 4 R OF FIXTURES SERVICE CW ONLY HW ONLY W/V ONLY Shower valve N/A Grohe 35015001 WEST L I N N . OREGON 9 7 0 6 S WATER CLOSET(FLUSH VALVA 5 5 0 4 1 6 7 35 35 0 28 Hand shower Chrome Grohe 2726500E TEL 503 . 105 . 8033 FAX 503 . 305 . 3034 LAVATORY 1 0.75 0.75 1 1 5 6 6 4.5 4.5 6 Hand Shower Hose Chrome Grohe 28025000 URINAL 4 4 0 2 1 1 4 4 0 2 LAVA questroom 112 1/2 2 1-112 Lavatory White Kohler Company K-2214-0 Undermount KITCHEN SINK 1.5 1.13 1.13 2 1 2 3 4.5 3.39 3.39 6 Faucet Chrome Grohe 342700A LAUNDRYCLOTHES 25 zs zs zs 1 1 0 zs zs 0 LAV-2 guestroom (ADA) 1/2 112 2 1-112 LavatoryWhite American Standard Companies 614.000 Undermount CLOTHES WASHER 3 3 3 6 0 0 0 0 0 ■ BUFFET 20 20 20 20 1 1 20 20 20 20 1 Faucet Chrome Grohe 342700A • ICEM4CHINE 1 1 0 0 1 1 1 1 4 4 4 0 0 LAV-3 public restroom ADA 1/2 112 2 1-1/2 Lavatory White American Standard Companies 614.000 Undermount EvHRGENCY EYEWASH STATION 1 1 0 1 0 0 0 0 0 Faucet Chrome Grohe 36329000 RECEIVED MOP SINK 2 1.5 ims 3 0 0 0 0 o LAV-4 Eto ee Restroom ADA 112 1/2 2 1-1/2 LavatoryWhite American Standard Companies 9024.001EC Wall hung FLOOR SINK 0 0 0 2 0 0 0 0 0 Faucet Chrome Grohe 36329000 LAUNDRY SINK 1.5 1.5 1.5 2 0 0 0 0 0 JUN 122019 POOL EQUIPMENT 20 20 1.5 50 1 1 20 20 1.5 50 KS-1 employee lounge 112 112 2 1-1/2 Kitchen Sink Stainless Kohler Company K-3838-3 HOSE BIB 2.5/1 2.517 0 0 0 1.5 1.5 0 0 Faucet Chrome Grohe 32665001 C TYOFTIGARD 120 117.39 54.39 137 Sink Strainer Stainless Kohler Company K-8799 BUI ING DIVISION WC-1 guestroom 1/2 --- 3 2 Water closet bowl White American Standard Companies 3517A 101.020 Elongated, 1.28 gallons per flush (3) TOTAL CW IN wN Tank White American Standard Companies 4188A.004.020 TOTAL FIXTURE UMTS: 1177 1119.37 676.37 1141 " O B I S O N Seat White Jones Stephens C2200S Elongated, slow close PEAK FLOW: 225 GPM 220 GPM 150 GPM WC-2 guestroom (ADA) 112 --- 3 2 Water closet bowl White American Standard Companies 3517A.101.020 Elongated, 1.28 gallons per flush (3) REQUIRED SERVICE SIZE IN BUILDING: 4" 4" 4" 8"@1/8"SLOPE Tank White American Standard Companies 4188A.004.020 ENGINEERING, INC Seat White Jones Stephens C2200S Elongated, slow close 1940140TH AVE W.,SUITE 302 WC-3 public restroom ADA NOTE 9 4 2 Water closet White American Standard Companies 2257.101.020 1.28 gallons per flush.wall hung LYNNWOOD,WA98036 206,3643343 TEL Flush Valve Chrome American Standard Companies 6065.121.002 Seat White American Standard Companies 5901.100.020 open front, no cover CONTACT:JON ROBISON SIZING IS PER 2012 UPC APPENDIX A, CHARTS A-2, A3 & A-4. UR-1 public restroom ADA NOTE 1 --- 2 1-112 Urinal White American Standard Companies 6581.001 1.0 gpf 4 Flush valve Chrome American Standard Companies 6063.013.002 Sensor operated- Provide water hammer arrester. • WATER SUPPLY PIPE SIZING CALCULATION FORM DATE: 04/26/17 EWS-1 perdw s. 112 1/2 2 1-1/2 Eyewash Station Green Haws 726OBT ■ Mxing valve N/A Haws 9201EFE DISTRIBUTION MAINS TO FOURTH FLOOR MS-1 perdw s. --- --- 2 1-1/2 tvbp Sink White Florestone MSR-3624 314 3/4 --- --- Faucet Chrome Chicago Faucets 897-RCF UTILITY SUPPLY WATER PRESSURE: 108 'PSI STATIC PRESSURE FCO per dw s. --- --- I --- Floor cleanout Nickel Bronze JR Smith 4020 Fire Flow Test p PROF FD-1 per dw s. --- --- NOTE 2 Floor drain Nickel Bronze JR Smith 2320Y E F CtR S 1- - - - - - - -- DD-1 per dw s. - --- NOTE 2 Deckdrain Nickel Bronze Sioux Chief 868 \�� ANG I NFA S�0 WATER METER LOSS. 5 PSI HB-1 per dwgs. 3/4 -- - --- Wall hydrant N/A JR Smith 5609QT frost-proof, anti-siphon. 5,423 2 DF-1perdwgs. 3l4 2 1-1/2 Drinking fountain Chrome Elkay EZSTLBLC r FS-1 Derdw s. --- --- 2 1-1/2 Floor Sink N/A JR Smith 3140Y EQUIPMENT LOSSES: 10 PSI RD-1 per dw s. --- --- NOTE 2 Roof drain NIA JR Smith 1010Y OREGON OD per dw s. NOTE 2 Roof overflow drain N/A JR Smith 1070Y MIXING VALVE=5 PS!& BACKFLOW=SPSI ___ ___ = WB-1 laundry 3/4 3/4 1 2 1 1-1/2 Iwasher box White Sioux Chief 696 1 CO-1 percode --- I --- I --- I --- lCleanout Nickel Bronze To Be Determined To Be Determined RK PRESSURE REDUCING VALVE: 13 PSI NOTES: (1) PROVIDE RED/HOT AND BLUE/COLD WATER INDICATORS TO ALL FIXTURES _._ _ _ _ _ 9/28/18 REDLCETO 80 PSI (2) SIZE PER PLANS (3) FLUSH TRIGGER SHALL BE ON WIDE SIDE OF ROOM STATIC LIFT: 40 'FEET = 17.3 PSI (4) REFER TO ARCH PLANS FOR MOUNTING HEIGHT (5) CONTRACTOR SHALL CONFIRM MAKE, MODEL,AND FINISH OF ALL FIXTURES WITH OWNER,ARCHITECT,AND INTERIOR DESIGNER PRIOR TO ORDERING. REQUIRED MINIMUM PRESSURE AT (6) ALL FIXTURE P-TRAPS SHALL BE CHROME-PLATED BRASS ■ (7) PROVIDE DAHL 1/4-TURN BALL VALVE ANGLE STOPS WITH BRAIDED STAINLESS STEEL FLEX CONNECTORS AT HOT AND COLD WATER SUPPLYTO EACH FIXTURE EXCEPT SHOWERS AND BATHS. PROVIDE • FURTHEST PLUMBING FIXTURE: 30 PSI (8) PROVIDE ASSE 1070 LISTED MIXING VALVES AND METERING FAUCETS SET TO 110°F AT ALL PUBLIC-USE LAVATORIES. PRESSURE AVAILABLE TO (9) PROVIDE 1-1/4"SUPPLY LINE AND TRANSITION TO 1"AT STUB OUT OF WALL. OFFSET FRICTION LOSSES: 32.7 ' PSI (10) PROVIDE 1"SUPPLY LINE AND TRANSITION TO 3/4"AT STUB OUT OF WALL. OFFICE COPY (11) HOT WATER TO ALL GUESTROOM FIXTURES SHALL BE LIMITED TO 120°F VIA AN ASSE-1017 OR ASSE-1070 LISTED THERMOSTATIC MIXING VALVE. SEE THERMOSTATIC MIXING VALVE SCHEDULE ON P0.01. PIPING SYSTEM LENGTH FROM " SERVICE TO FURTHEST FIXTURE: 500 'FEET 4 FITTING ALLOWANCE: 200 FEET BACKWATER VALVE DOMESTIC WATER HEATER SCHEDULE - GAS ( 1 ) ( 2) ( 3) ( 4) ( 5) ( 6 ) I-l� MAXIMUM FRICTION LOSS FACTOR: 4.7 'PSI/100 FT U EQUIP HEAT EXCHANGER -- rn SERVICE INLET/OUTLET PIPE SIZE BASIS OF DESIGN SELECTED FRICTION LOSS FACTOR: PSI/100 FT N0. N STORAGE INLET/OUTLET COMMON GAS WEIGHT MAXCW VELOCITY8FPS. MAXHW VELOCITY5 FPS. EQUIP NO. SERVICE FUEL INPUT THERMAL GPH RECOVERY ELECTRICAL BASIS OF DESIGN < N BV-1 LEVEL 1 FIXTURES 4" MAINLINE BACKFLOW PRODUCTS ML-4XP (1) SOURCE (MBH) EFFICIENCY AT 100•F TR (GAL) CONNECTION PIPING CONNECTION (LBS) C� N SUPPLY PIPE SIZING SCHEDULE Copper Type: Type L _ F� FLUSH TANK CW HOT WATER FLUSH VALVE CW NOTE: (1) MUST USE NORMALLY-OPEN GATE FEATURE AVAILABLE BY SPECIAL ORDER. VALVE OPERATES IN NORMALLY OPEN POSITON. WH-1,2,3,4,5,6,7 DOMESTIC HOT WATER NAT. GAS 199 96 232 119 1}/2" 4" 1}�" 1400 120V/1P, 15 O� PIPE SIZE FLOW, VEL. FIXTURE FLOW, VEL. FIXTURE FLOW, VEL. FIXTURE AMPS DUO 199 �--I _ GPM FPS UNITS GPM FPS UNITS GPM FPS UNITS NOTES: (1)PROVIDE CONDENSATE NEUTRALIZER AND CONCENTRIC VENT KIT. O O 112" 2.0 2.9 2.0 2.0 29 2.0 --- -- O ■ 3/4" 5.9 4.0 7.0 5.9 4.0 7.0 -- - - (2)FOR WATER HEATER PIPING, SEE PIPING DIAGRAM DETAIL 1 ON P7.00. • �� u 1" 12.2 5.0 16.0 122 5.0 16.0 -- - - OIL WATER SEPARATOR SCHEDULE ( 1 ) (3)GAS FIRED WATER HEATERS SHALL BE CERTIFIED UNDER THE CALIFORNIA ENERGY COMISSION AS A DOMESTIC WATER HEATER 1-1/4" 21.0 5.6 33.0 18.5 5.0 27.0 -- -- -- (4)UNITS SHALL BE CERTIFIED IN THE AIR QUALITY MANAGEMENT DISTRICT HAVING JURISDICTION. �j 1-1/2" 34.0 6.4 60.0 26.0 1 5.0 43.0 34.0 6.4 18.0 EQUIP NO. SERVICE CAPACITY, GAL BASIS OF DESIGN (5)FACTORY AUTHORIZED START-UP AND OWNERS TRAINING REQUIRED. OWNER, ENGINEER, AND CONTRACTOR TO RECEIVE A COPY OF START UP REPORT. A 2" 70.0 7.7 216.0 45.0 5.0 112.0 70.0 7.7 113.0 (6)WATER HEATERS SHALL BE FULLY MODULATING BURNER WITH TURNDOWN RATIO OF 5: 1 AND BE CSA CERTIFIED AT HIGH FIRE AND LOW FIRE. Q 2-1/2" 116.0 8.0 440.0 72.0 5.0 215.0 116.0 8.0 340.0 OWS-1 GARAGE DRAINAGE 125 STRIEM OS-75 3" 160.0 8.0 750.0 100.0 5.0 350.0 160.0 8.0 680.0 4" 280.0 B.0 1600.0 175.0 5.0 800.0 280.0 8.0 1600.0 NOTES: (1) PROVIDE HIGHWAY RATED COVER 6" 650.0 8.0 5250.0 400.0 5.0 2750.0 650.0 8.0 5250.0 EJECTOR PUMP STATION SCHEDULE ( 2) ( 3) EQUIP NO. OF FLOW PER PUMP, HEAD PER PUMP, ELECTRICAL SUMP PIT (1) GREASE INTERCEPTOR SCHEDULE NO, SERVICE PUMPS GPM FT VOLTAGE HP DIA. I DEPTH BASIS OF DESIGN SIZING IS PER 2012 UPC APPENDIX A, CHARTS A-2, A-3 &A-0. EPS-1 POOL DECK DRAINAGE 2 20 15 120V/1 P 1/2 36" 48" ZOELLER SERIES 50 EQUIP NO. SERVICE FLOW, GPM WEIGHT, LBS BASIS OF DESIGN NOTES WATER SUPPLY PIPE SIZING CALCULATION FORM DATE: 04/26/17 NOTES: (1) SUMP SIZES ARE INSIDE CLEAR DIMENSIONS. RISERS & UNIT RUNNOUTS GREASE INTERCEPTOR IN (2) PUMP STATION SHALL PASS Y2" SOLIDS, HAVE DUPLEX CONTROL PANEL WITH INDICATOR LIGHTS AND LEAD/LAG OPERATION, FLOAT BULB CONTROLS FOR PUMPS OFF/LEAD GI-1 FOOD PREP 75 130 SCHIER GB-75 SLAB PUMP ON/LAG PUMP ON/ALARM LEVEL, CONTACTS FOR REMOTE ALARM. • UTILITY SUPPLY WATER PRESSURE. 30 'PSI STATIC PRESSURE (3) SEE DETAIL 3, P601 FOR SUMP DETAIL & LEVEL SENSOR ELEVATIONS. ■ THIS WIDTH SHOULD BE 3" AT TOP OF RISERS NOTES: 1. PROVIDE TRAFFIC RATED COVER STATIC LIFT: 0 'FEET = 0.0 'PSI REQUIRED MINIMUM PRESSURE AT HOT WATER CIRCULATION PUMP SCHEDULE FURTHEST PLUMBING FIXTURE: 25 'PSI EXPANSION TANK SCHEDULE PRESSURE AVAILABLE TO EQUIP ELECTRICAL CITY OF TIGARD EQUIP TANK SIZE NO SERVICE FLOW, GPM HEAD, FT VOLTAGE HP WEIGHT, LBS BASIS OF DESIGN (1) Approved...............................[ 1 OFFSET FRICTION LOSSES: 5.0 'PSI SERVICE CAPACITY, GAL WEIGHT, LBS BASIS OF DESIGN NO. DIA HEIGHT U Conditionally Approved..............[ ] PIPING SYSTEM LENGTH FROM HWCP-1 LEVELS 1-4 8.5 30 115V/1P 2/5 30 BELL & GOSSETT PL-55B See Letter to: Follow..................[ SERVICE TO FURTHEST FIXTURE: 20 'FEET [ET-1 DOMESTIC HOT WATER 53 20 37 415 WESSELS TXA 130 Attached................[ j FITTING ALLOWANCE: 10 FEET HWCP-2 LAUNDRY 140'F 1.5 2.5 115V/1P 2/5 3J BELL & GOSSETT PL-30B Permit Number: MAXIMUM FRICTION LOSS FACTOR: 16.7 'PSI/100 FT Address: By: Date: NOTES: (1) ALL BRONZE, MAINTENANCE FREE, SUITABLE FOR POTABLE WATER APPLICATION. Water Size Chart for Uponor AquaPEX: THERMOSTATIC MIXING VALVE SCHEDULE • Uponor..AquaPEX Water Size Table UponorAqua PEX`'Nater Size Table 2012 UPC -Flush Tank 2012 UPC -Flush Tank EQUIP NO. SERVICE BASIS OF DESIGN t00 "a'Jater 60°F 101)%'Nater@120"F 16.300 PSU10 OfL Max.Velocity=&i1lsec 7fi300PSIII 90ftTMV-1 DOMESTIC HOT WATER (120•F) ARMSTRONG DRV40-REI (1) se.�trc12�,, �. ®P4 W SFU 10-APR-2019 ASI-03 Size Range Ift"SeC.1 ,, NOTES: (1) INSTALL IN ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS, INCLUDING ISOLATION VALVES AT BOTH INLETS AND AT OUTLET, AND STRAINERS AND CHECK VALVES AT BOTH INLETS. m ® 2018-10-09 PLUMBING FIXTURE REVISIONS 318" 0-0 4 60 1,44 3!8" 0-0 5.40 1.52 1,2' 1 -3 600 3.31 112" 1 -3 6.60 3.65 2018-09-28 PERMIT RESUBMITTAL 3+4 4- `1 770 5.49 114 4- 11 8.00 8.82 Q 2018-09-04 CONSTRUCTION SET 12-23 9.10 16.55 1" 12-20 8.00 44.55 2017-09-06 PERMIT 4' 24 -45 30.00 27.20 1 1 A 2' -33 6.01) 21.76 MAXIMUM FIXTURE FLOW RATES(1) PIPING SUPPORTS PIPE INSULATION SCHEDULE FIXTURE FLOW RATE FIELD VAPOR MARK DATE REVISIONASSUE 1IQ- 47-77 10.60 37.89 1IQ" 34-54 8.00 30.31 SHOWERHEADS 2.5 GPM ALL SUSPENDED WATER SUPPLY PIPE SHALL BE 2' 78- 199 `000 6497 2" 55- '34 800 5197 LAVATORIES - RESIDENTIAL 2.2 GPM SUPPORTED AS FOLLOWS: SERVICE MATERIAL THICKNESS APPLIED RETARDER • LAVATORIES - NONRESIDENTIAL 0.5 GPM MAX. HORIZONTAL MAX. VERTICAL JACKET REQUIRED ■ NUMBER DRAWN BY CHECKED BY 704- 2112" 200-375 10.00 99.0'1 2112" 135-270 8.00 79.21 SPACING SPACING 704-000 4 IN ]MR METERING FAUCETS 0.25 GAL/CYCLE JACKET. PROVIDE 3" 376-589 10.00 140.79 3" 27' -4A3 8.00 +'2.63 KITCHEN FAUCETS 2.2 GPM 12 FT. 10 FT. CLOSED-CELL WATER CLOSETS 1.6 GAL/FLUSH COPPER TUBING <1 a" 6 FT. 10 FT. DOMESTIC COLD WATER AND ELASTOMERIC ALL SIZES: NONE YES COPPER TUBING >1Jz" 10 FT. 10 FT. CONDENSATE DRAINS ALL DRAWINGS ANDWRITTENNPUB1S MATERIAL APPEARINGARCHITECT CONSTITUTE MAY URINALS 1.0 GAL/FLUSH INSULATION EN ALL THE BE DWAI ANDD USED OR DCLOSED WORK THE WITHOUT THE TOR WIUT 3 FT. 10 FT. METAL CONDENSATE NOT BE DUPLICATED USED OR DISCLOSED WITHOUt THF PRIOR WRITTEN NOTES: (1) FLOW RATES PER 2012 UPC TABLE L 801.2(1) 4 FT. 10 FT. PIPES, CONSENT OF THE ARCHITECT. DOMESTIC HOT WATER WITHIN THE MINERAL-FIBER WITH RUNOUTS: " 0 HILL ARCHITECTS ALL SUSPENDED SANITARY AND VENT PIPE SHALL BE SUPPORTED UNITS (NON-RECIRCULATED) JACKET )�"-1Y4' PIPE: 1" NONE YES AS FOLLOWS: MAX. HORIZ. MAX. VERT. DOMESTIC, HOT AND RECIRCULATED RUNOUTS: 1/2" MINERAL-FIBER WITH a SPACING SPACING HOT WATER, OPERATING - 1/4" PIPE: 1" NONE YES PLUMBING SCHEDULES JACKET 4 FT. 10 Fr. TEMPERATURE: 105 TO 140 DEG F. 1W'-6" PIPE: 1h" CAST-IRON (<10 FT. PIPE SECTIONS) 5 FT. 15 FT. CONDUHORIZONTAL TORSRAINWATER CELLULAR GLASS, ALL SIZES: }" FPIAPERD YES & CALCULATIONS CAST-IRON (10 FT. PIPE SECTIONS) 10 FT. 15 FT. Ii - WIEK UK ROOF DRAIN BODIES CELLULAR GLASS 1" NONE YES WITH JACKET EXPOSED SANITARY DRAINS AND "LAV 1 DOMESTIC WATER SUPPLIES AND F AS P-TRAP AND P O . OI STOPS FOR FIXTURES FOR THE MANU ^ BY N/A SUPPLY NO DISABLED. TRUEB. COVERS 10 9 8 7 6 5 4 3 WI 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 SEE CIVIL FOR CONTINUATION. APPROXIMATE INVERT: 2.67' BFF (288.23') - HIL L --- - ARCHITECTS = N BACKWATER VALVE FOR LEVEL 1 FIXTURES. NEXT LAUNDRY TROUGH DRAIN DETAIL 7, P7.00 _ N UPSTREAM MANHOLE RIM = 293.45' FF = 290.9' 1 7 5 0 BLANKENSHIP PO A D � _- J .._ 3"SD 3"SD 3"SD SUITE 400 4"DRAIN FOR POOL EQUIPMENT. 3"SS WEST L I N N , OREGON 9 7 0 6 8 COORDINATE WITH POOL DRAWINGS - _ __ TEL 503 . 305 . 801,-1 FAX 503 . 305 . 3034 FOR EXACT SIZE AND LOCATION. SWIMMING POOL SPA 2"V�3;SS FD- ■ 2"V 4"SS u) 2„V 2"V 2 2"V ■ 2 V UP TO HUB DRAIN N ++ lVV d 3"SS L---� I 4"SS I�3HV 4"SS 2.. S 2'SS 2"V. 2„V 4„SS ” 4 SS S. 4"SS 2"V .. k yy i i 2" S 2 V 6"SS 1x"V U) - eJ 2"S ® EPS_1 4'SS 4"SS 4"SS 4 SS tNz V S 4"SS _ „ 2„V 4" S 4„SS 4„SS 4"SS 3HCC 4„SS 3 SS FD_1 4..SS f r---L-- 4 6"SS 6"SS 6"SS CSS "SS 6"SS 6"SS 4"SS 4"SS f j - k7 v — Y4-CD TO LAV ROBISON 4 SS 4"SS 1 "V ' 4"SS TAILPIECE 4"SS _ ENGINEERING, INC „ 1 3'rss O O O " " O 2 V O} . �_ 1940140THAVEOD,WA980SUITE 302 3"SS 4"SS 15 16 15 15 15 15 15 15 15 15 15 2 i O 2 Lvz06�3W43TEL 36 2"SS 10 1:116 10 14 14 3"SS 14 14 14 3 SS 3 SS 14 14 1X2"V 1 I CONTACT:JON ROBISON lx"V 14 14 3"SS 4"SS " �_J 3 O SS TO UNDERSLAB 4'SS 16 16 4'SS 14 16 16 16 16 3 SS 3"SS 16 16 •-- , FCU FOR 1Xt"V FD-1 REFERENCE (TYP.) iHA , ,�"v �3"OD TO GRADE Rip PROFS FD--1 5 423 r 2"S E H.11 F, 1 Ki V GD-1 03 LL OREGON 4"SS DISCHARGE TO DRY 'QK --- _ ;-- --- - - - 4"SS WELL ON GRADE ( 9/28/18 )<1"CD TO LAV �3"OD TO GRADE ) TAILPIECE �- SS IN UNDERSLAB 02 • O 4"SS { OO O2 SS TO UNDERSLAB I i I 4 SS w w j o w O �, 4"SS -- O O L4"SS_ (� r GD-1 ON 2" L 1kt"V j 1Xz"VO 4 O RFA08 z o ■ lx"V I �!�_4"GW ■ Z O d i l�ti GI 1 BELOW SLAB --i n® r a6HAND SINK ABOVE o > 0 c� c e«w t1 Qr z § 3-COMP SINK ABOVE V O o 1 11 O 11 Q—Cp_... N O SS DN TO UNDERSLAB N 3„SS 4..SS �1kz"V SS DN TO UNDERSLAB 3"SS 4"SS O O 1 4"SS 3 ■ O ON 4"SS 4"SS ■ THIS WIDTH SHOULD BE 3" 20 �, 4 4"SS - - O —OD O 11 11 . CD v U DISCHARGE TO DRY WELL ON GRADE (TYP.) DISCHARGE TO GRADE (TYP.) ■ ■ ® 10-APR-2019 ASI-03 mm ® 2018-10-09 PLUMBING FIXTURE REVISIONS ® 2018-09-28 PERMIT RESUBMITTAL NOTES: Q 2018-09-04 CONSTRUCRON SET O1 WASTE/VENT RISER IDENTIFICATION (I.E. RISER 2. WASTE & VENT SIZING: WASTE & VENT PIPING 3. CONDENSATE DRAIN PIPE SIZING: PLUMBING "1"). REFER TO P4.01-P4.02 FOR RISER SIZED PER 2012 UPC TABLE 703.2. PIPING 4" CONTRACTOR SHALL PROVIDE CONDENSATE 20170906 PERMIT - DETAILS AND SIZING. AND LARGER SHALL BE SLOPED AT 1/8" PER DRAINAGE FOR GUESTROOM HVAC UNITS. SEE FOOT. PIPING SMALLER THAN 4" SHALL BE MECHANICAL DRAWINGS FOR EXACT QUANTITY OF MARK DATE REVISION/ISSUE (D= CONDENSATE RISER IDENTIFICATION (I.E. RISER SLOPED AT 1/4" PER FOOT: UNITS. SEE P701 FOR CONDENSATE RISER ■ "A"). REFER TO P7.01 FOR RISER DETAILS AND DIAGRAMS. CONDENSATE DRAIN PIPING SHALL BE ■ PROTECT NUMBER DRAWN BY CHECKED BY SIZING. PIPE SIZE VERT. HORIZ. VENT SLOPED AT 1/8 PER FOOT. CONDENSATE DRAIN 704-004 IN ]MR 1w, 2 DFU V' DFU 8 DFU PIPING SIZED PER 2012 UPC TABLE 814.1: 1. STORM DRAIN SIZING: STORM DRAINAGE PIPING 2" 16 DFU 8 DFU 24 DFU PIPE SIZE CAPACITY (TONS) SIZED PER 2012 UPC TABLE 1101.7, FOR 1.3" 3" 48 DFU 35 DFU 84 DFU 20 ALL DRAWINGS AND WRITTEN n TERIAEAPPEARINGHEREIN CONSTITUTE SLOPE: HOUR RAINFALL RATE, AT 1/8" PER FOOT 4" 256 DFU -172 DFU 256 DFU Y4" THE ORIGINAL AND UNPUBLISHED WORK OF THE AKCHITECTANO MAY SLOPE: NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN 6" 1,380 DFU 576 DFU 1,380 DFU 1' 40 CONSENT OF THE ARCHITECT. 8" 3,600 DFU 2,112 DFU 3,600 DFU 1A90 ® HILL ARCHITECTS PIPE SIZE VERTICAL HORIZONTAL 1}2" 125 3" 5,750 SF 2,125 SF 2" 250 4" 12,000 SF 4,875 SF a 6" 35,187 SF 13,875 SF 4. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS. 8" 75,500 SF 29,875 SF SEE DETAIL 6, P7.00 GARAGE FLOOR WASTE & 10" 75,500 SF 53,750 SF VENT PLAN GARAGE FLOOR WASTE & VENT PLAN SCALE: 3/32" = 1'-0" 0' 4' 8' 16P2. 00 10 ■ 9 ■ 8 0 7 2 6 • 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 • 8 ■ 7 ■ 6 ■ 5 ■ 4 • 3 ■ 2 ■ 1 H ILL ARCHITECTS x x FROM FLOOR ® 1750 BLANKENSHIP ROAD SINK ABOVE 1 x"V 3"SD3"SD S UITE 4 0 0 2"V WEST LINN , OREGON 97068 2"V _ TEL 503 . 305 . 3033 FAX 503 : 305 . 3034 T 2"SS L SD SD 3„SD --- I 2"SS I L~ 0 ■ 1 Ly B ■ 4"SS 1 kz"V 1 4"SS 7� to lx"V�d 2"$S 1X2"V N 2"V V) 4"SS 2"SS 6"SS c� 6"$S ROBISON 2"SS ENGINEERING, INC 01 40TH AVE W., UITE 2"$$ 194LYNNWOOD,WA 96036 3"SS Z 20636433431EL 2 S CONTACT:JON ROBISON s N 4"$$ ■ 6" S ■ 2"SS PROFFS ANG I N eF,Ps�o 1 rV f 2"SS 2"SS 5,423 OREGON 001 O 201b� Rk , rn 9/28/18 o 18"X18"X18" DRY SUMP PITS N 0 i� 6"SS 01 W 4 SS > N m „ ss OWS-1 r_ cn 2"V 1 to ��rr Z ■ 2"VI "SS i I-1 4 1 2"V o Z,.V_� 14 4"$ RFA08 ■ z o < U z � � o � 0 0 0 � r---4H Q THIS WIDTH SHOULD BE 3" 4-SS 4"SS RFzj�a7 SLOPE THIS SECTION OF PIPE AT 1/4" PER FOOT TO cn MAINTAIN A 6" PIPE N V V \\\\\\—■ ® 05-]UN-2019 ASI-07 ® 10-APR-2019 ASI-03 3"SD INVERT: 273.5'. SEE SEE CIVIL FOR CONTINUATION. CIVIL FOR CONTINUATION APPROXIMATE INVERT: 3.77' BFF ® 2018-10-09 PLUMBING FIXTURE REVISIONS m (274.63') m Q 4 2018-09-28 PERMIT RESUBMITTAL NOTES: Q 2018-09-04 CONSTRUCTION SET 1. STORM DRAIN SIZING: STORM DRAINAGE PIPING 2. WASTE & VENT SIZING: WASTE & VENT PIPING 3. CONDENSATE DRAIN PIPE SIZING: PLUMBING SIZED PER 2012 UPC TABLE 1101.7, FOR 1.3" SIZED PER 2012 UPC TABLE 703.2. PIPING 4" CONTRACTOR SHALL PROVIDE CONDENSATE 2017-09-06 PERMIT PER HOUR RAINFALL RATE, AT 1/8" PER FOOT AND LARGER SHALL BE SLOPED AT 1/8" PER DRAINAGE FOR GUESTROOM HVAC UNITS. SEE SLOPE: FOOT. PIPING SMALLER THAN 4" SHALL BE MECHANICAL DRAWINGS FOR EXACT QUANTITY OF MARK DATE REVISIONASSUE SLOPED AT 1/4" PER FOOT: UNITS. SEE P701 FOR CONDENSATE RISER PIPE SIZE VERTICAL HORIZONTAL DIAGRAMS. CONDENSATE DRAIN PIPING SHALL BE ■ PROIECT NUMBER DRAWN BY CHECKED BY ■ SLOPED AT 1 8 PER FOOT. CONDENSATE DRAIN 3" 5,750 SF 2,125 SF PIPE SIZE VERT. HORIZ. VENT / " 704-004 IN ]MR 4" 12,000 SF 4,875 SF 1w 2 DFU X DFU 8 DFU PIPING SIZED PER 2012 UPC TABLE 814.1: 6" 35,187 SF 13,875 SF 2" 16 DFU 8 DFU 24 DFU PIPE SIZE CAPACITY (TONS) 8" 75,500 SF 29,875 SF 3" 48 DFU 35 DFU 84 DFU ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE 10" 75,500 SF 53,750 SF 4” 256 DFU 172 DFU 256 DFU 20 THE ORIGINAL AND UNPUBLISHEDWORKCLOSE D WITHOUTHE T THECTANDMAY 1" 4O NOT BE DUPLICATED,USED O0.DISCLOSED WITHOUT THE PRIOR WRITTEN 6" 1,380 DFU 576 DFU 1,380 DFU CONSENT OF THE ARCHITECT. 8" 3,600 DFU 2,112 DFU 3,600 DFU 11/4" 90 ® HILL ARCHITECTS 1)F 125 2" 250 a 4. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS. SEE DETAIL 6, P7.00 GARAGE UNDERSLAB PLAN GARAGE UNDERSLAB PLAN SCALE: 3/32" = l'-0" 0' 4' 8' 16' P 2. O O U 10 • 9 • B • 7 • 6 0 5 0 4 0 3 • 2 • 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 TO STORM DRAINAGE. REF Y4'CD DISCHARGE TO DRY WELL r DISCHARGE TO DRY CIVIL FOR CONTINUATION. L WELL ON GRADE FAN COIL UNIT (TYP.) = DISCHARGE POOL DECK HB-1 (TYP.) DISCHARGE TO GRADE A R C H IT E C TS DISCHARGE TO GRADE DRAINAGE INDIRECTLY THROUGH COW-TONGUE. THROUGH COW-TONGUE. DISCHARGE TO GRADE _ TO HUB DRAIN DISCHARGE TO GRADE THROUGH COW-TONGUE. 1 7 5 o B LANKE NSHIP ROAD THROUGH COW-TONGU(—C�DL-7/ DISCHARGE TO GRADE S UITF 4 0 0 DISCHARGE TO GRADE p THROUGH COW-TONGUE. THROUGH COW-TONGUE. Q2 Q2 2 02 Q2 h WEST LINN . OREGON 97068 •' s 0 E TEI 503 . 305 8033 FAX 503 . 305 . 8034 O f D 0 PS-1 BELOW . 0 f - DO FD-1 T FD-1 2i 2 _. I 2 0 0 00 - CD - p I _ - ■ "CD DISCHARGE W 3"V O CD TO LAV - ' FD_1 2 v "CD DISCHARGE CD TO DRY WELL TAILPIECE -TI CDS v J * �`�— ■ eTO DRY WELL LO oyt 11 rn I t 3_V J " 1 V �CD— p o I I �_ OD 1 4"SS o2, V r FD e 2 O p I p I 3 SS 3 SS 2"V 4eSS 4"SS 4"S I 4'SS0 w I,a! 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O FO-1fi 1 Q -e -: °• 10 s'... ...,. ..-.w:,a r,. -_ ._..,„„„,e e 14..< _ aO O�. 1 ... p CONTACT:JON ROBISON 1214 14 • 2"V { V) 16 16 1g 16 16 4"SD 16 16 16 UP 3 3"OD IN ■ � I -• _ 4SS 0 Xz"V 2 O • � • -- - � � rtr1C'1rt ; I , AEU F •--O� 2eV 0 PRO p 0 0I � ai "S 4"SDGINFF,pS�o 1 1 2 3'OD � 3"OD 5.423 � DISCHARGE TO DRY 0 0 _ 1 0 0 4 1 1 O - 0 WELL ON GRADE "CD DISCHARGE p0 l OREGON (TYP.) TO DRY WELL 3"SD N po 13 4"SS 3"S rn O5 3"OD v —OD �3"SD 3"OD 9/28/18 -. TO STORM DRAINAGE. REF DISCHARGE TO DRY GUESTROOM HVAC UNIT (TYP.) 4"SS e-. CIVIL FOR CONTINUATION. WELL ON GRADE - ► (TYP.) 2 I ` I ■ I. O I In SEE ENLARGED ■ DISCHARGE TO GRADE OO © 1 : I PLANS 5 & 6, P600 THROUGH COW-TONGUE. -3"SD 3"SS 1 3"OD 1 Oj � o00 LOD'7 4 �/� O1 O6 OD 0 I �O w UJ DISCHARGE TO GRADE 1 THROUGH COW-TONGUE.-­/ 01 I I •�2 ""' 4 4"SS � " :D > N t ; T 2"V I 1 2 4 I " In 0 I 11�J 4) p e1�2 O 0 Z < Y'4"CD TO LAV c TAILPIECE O Q z DISCHARGE TO GRADE 3"SD o THROUGH COW-TONGUE. O1 11 a `C OD 11 ea_ • (D -�-� 3"OD t O e O --�- L.e •F —1 O :�O In Q � - .e 4 •FD-1 9 THIS WIDTH SHOULD BE 3" DIN sr I {... ©� (77Sp_> SD PLANTER DRAIN 11 tt ^OD N 3"SD 11 3" N TO STORM DRAINAGE. REF TO STORM DRAINAGE. REF CIVIL FOR CONTINUATION. ■ CIVIL FOR CONTINUATION. 0 ■ ® 10-APR-2019 ASI-03 m m ® 2018-10-09 PLUMBING FIXTURE REVISIONS ® 2018-09-28 PERMIT RESUBMITTAL NOTES: Q 2018-09-04 CONSTRUCTION SET O = WASTE/VENT RISER IDENTIFICATION (I.E. RISER 2. WASTE & VENT SIZING: WASTE & VENT PIPING 3. CONDENSATE DRAIN PIPE SIZING: PLUMBING "1"). REFER TO P4.01-P4.02 FOR RISER SIZED PER 2012 UPC TABLE 703.2. PIPING 4" CONTRACTOR SHALL PROVIDE CONDENSATE 2017-09-06 PERMIT DETAILS AND SIZING. AND LARGER SHALL BE SLOPED AT 1/8" PER DRAINAGE FOR GUESTROOM HVAC UNITS. SEE FOOT. PIPING SMALLER THAN 4" SHALL BE MECHANICAL DRAWINGS FOR EXACT QUANTITY OF MARK DATE REVISION/ISSUE 0= CONDENSATE RISER IDENTIFICATION (I.E. RISER SLOPED AT 1/4" PER FOOT: UNITS. SEE P701 FOR CONDENSATE RISER ■ "A"). REFER TO P7.01 FOR RISER DETAILS AND DIAGRAMS. CONDENSATE DRAIN PIPING SHALL BE ■ SLOPED AT 1 8" PER FOOT. CONDENSATE DRAIN 704-004 IN DRAWN BY CHECKED BY SIZING. PIPE SIZE VERT. 1 DFU VENT PIPING SIZED PER 2012 UPC TABLE 814.1: 704-004 IN 3MR 1}�" 2 DFU 1 DFU 8 DFU 1. STORM DRAIN SIZING: STORM DRAINAGE PIPING 2" 16 DFU 8 DFU 24 DFU SIZED PER 2012 UPC TABLE 1101.7, FOR 1.3" PIPE SIZE CAPACITY (TONS) 3" 48 DFU 35 DFU 84 DFU y ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE PER HOUR RAINFALL RATE, AT 1/8" PER FOOT 4" 256 DFU 172 DFU 256 DFU 74 20 THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY ill 40 NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN SLOPE: 6" 1,380 DFU 576 DFU 1,380 DFU CONSENT OF THE ARCHITECT. 8" 3,600 DFU 2,112 DFU 3,600 DFU 1A 90 0 HILL ARCHITECTS PIPE SIZE VERTICAL HORIZONTAL 1h" 125 3" 5,750 SF 2,125 SF 2" 250 a 4" 12,000 SF 4,875 SF 6" 35,187 SF 13,875 SF 4. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS. 8” 75,500 SF 29,875 SF SEE DETAIL 6, P7.00 10" 75,500 SF 53,750 SF LOBBY FLOOR WASTE & VENT PLAN LOBBY FLOOR WASTE & VENT PLAN SCALE: 3/32" = 1'-0" 0' 4' 8' 16' P2. 01 Mp 10 0 9 0 8 • 7 ■ 6 0 5 0 4 0 3 0 2 0 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 HILL ARCHITECTS 1750 BLANKENSHIP ROAD _ S UITE 4 0 0 WEST LINN . OREGON 97068 0 O OQ . • . 0 e . ^ _ • O O O TEL 503 . 305 . 8033 FAX 503 . 305 . 3034 ♦: w W s .w 1� L HiQ E „',1'dPI,.F ; fidiNG . 3"SD , n ..�. _. 6 , 12 . 04 C. ' , x. 12 12 : 40;;04 : 12 e0 0•e0 •• e� 3'OD OpSp 0 0 4 4 .. 4 O..O O ••�J 3 SD 5 6 6 5 O `, s ...' 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CONDENSATE DRAIN 704-004 IN ]MR 1w 2 DFU 1 DFU 8 DFU PIPING SIZED PER 2012 UPC TABLE 814.1: 1. STORM DRAIN SIZING: STORM DRAINAGE PIPING 2" 16 DFU 8 DFU 24 DFU PIPE SIZE CAPACITY (TONS) SIZED PER 2012 UPC TABLE 1101.7, FOR 1.3" 3" 48 DFU 35 DFU 84 DFU 20 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE PER HOUR RAINFALL RATE, AT 1/8" PER FOOT 4" 256 DFU 172 DFU 256 DFU THE ORIGMAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR D15CLOSED WITHOUT THE PRIOR WRITTEN SLOPE: 6" 1,380 DFU 576 DFU 1,380 DFU 1 40 CONSENT OF THE ARCHITECT. 8” 3,600 DFU 2,112 DFU 3,600 DFU 1X4 90 0 HILL ARCHITECTS PIPE SIZE VERTICAL HORIZONTAL 1}�" 125 3" 5,750 SF 2,125 SF 2" 250 a 4" 12,000 SF 4,875 SF a 6" 35,187 SF 13,875 SF 4. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS. 8" 75,500 SF 29,875 SF SEE DETAIL 6, P7.00 SECOND FLOOR WASTE & 10" 75,500 SF 53,750 SF VENT PLAN SECOND FLOOR WASTE & VENT PLAN SCALE: 3/32" = 1'-0" 0' 4' 8' 16' P2. 02 10 • 9 ■ 8 ■ 7 0 6 0 5 0 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 a I 'at 1 HILL ARCHITECTS 1750 BLANKENSHIP ROAD /.- SUITE 400 WEST LINN . OREGON 97063 r- Tn� -------- TEL 503 . 30FAX 503 : 305 . 304 .,:.:-., fill .<,��� . .. ��- .,..,I p .;�'F ,`�� . ,. . Ii. . ,.: a •' a"� � a-r:.-`��....:. ..SII� ._.. -.V __- ...0 __. _-_. O , ':•.,:. � I-- - '. *:.- -__ .._..: _..,-. ....._ - _-�'----- + _-- ^:>I'----- ^-._ �::- , -._ __._—_—' - - - '., ^_ll ;t.rt' ^M ,.....--.t € 1 1 La', :,.:. .. 2 , , [,rte I �',.'` '-♦'^^ [[ t., -_. -_-_ _.._. --___ -___ , ._. .. .........:. ..:.:.v--+-v _ a.--.....q rte--� r.-•:�. � 1 :,;1. , ;p e e t�.•.',I .� � ;I �1---�•. ist3 ? "'r'._ f r ... .. .. - S° .,.�„ { -. � r : MIs• _`.0�.,r e: :Ev:'4.at,:fi � ix T R�w e 1 i t ■ �- . . 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REFER TO P4.01—P4.02 FOR RISER SIZED PER 2012 UPC TABLE 703.2. PIPING 4" CONTRACTOR SHALL PROVIDE CONDENSATE 2017-09-06 PERMIT DETAILS AND SIZING. AND LARGER SHALL BE SLOPED AT 1/8" PER DRAINAGE FOR GUESTROOM HVAC UNITS. SEE FOOT. PIPING SMALLER THAN 4" SHALL BE MECHANICAL DRAWINGS FOR EXACT QUANTITY OF MARK DATE REVISION ISSUE JiD= CONDENSATE RISER IDENTIFICATION (I.E. RISER SLOPED AT 1/4" PER FOOT: UNITS. SEE P701 FOR CONDENSATE RISER ■ "A"). REFER TO P7.01 FOR RISER DETAILS AND DIAGRAMS. CONDENSATE DRAIN PIPING SHALL BE ■ PROJECT NUMBER DRAWN BY CHECKED BY SIZING. PIPE SIZE VERT. HORIZ. VENT SLOPED AT 1/8" PER FOOT. CONDENSATE DRAIN 704-004 IN )MR 1}�" 2 DFU 1 DFU 8 DFU PIPING SIZED PER 2012 UPC TABLE 814.1: 1. 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PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS. 8" 75,500 SF 29,875 SF SEE DETAIL 6, P7.00 THIRD FLOOR WASTE & VENT 10" 75,500 SF 53,750 SF PLAN THIRD FLOOR WASTE & VENT PLAN SCALE: 3/32" = 1'-0" 0' 4' 8' 16 P2. 03 U NPMPMMNE�10 ■ 9 ■ 8 ■ 7 ■ 6 0 5 0 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ B ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 i I H ILL ARCHITECTS 1750 BLANKENSHIP ROAD I _ SUITE 400 0 O O O O 0 WEST IINN. OREGON 97063 TEL 503 305 8044 FAX 504 305 3034 Q lilt '' 1. yy "35 4 !:- t�,' .i I II -- I I I `1 E..7 ___ O O O s p@ O FI. r ,., S.-`-. �I -: . :�.-...I -�+ ,.' __. Iv f }r� I!I``.xJ' �I u e � 1 F �.r _ r: �., v -.: l •. i r n r 1. ,_.l _.g I ._.. n€4, U r'.. .w......'. ,� a ls. - `-� =_-' P' ': ..�' ,. ..-.. -- , ..E'it 'S 0 L....... y _+._- __, x, Al ....... -S€ - _....... .-. ... .__. _ .. • • • • .. r :,1�u4� :.... .._J. as. -F.1 �. 1•*,.y ._....,! �.s.�.�94_�� :.� .�:., w -� i -„""�`'fr'� .-N �I �_ 1 ''.IL�M�.1.��.: ..,.. �1 .: __S ___— — .,_r— ,F 4,,, .'.A ......i-.. _ _ e a• .-. .. f e s ::— ISI . ,� �'I. 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RISER 2. WASTE & VENT SIZING: WASTE & VENT PIPING 3. CONDENSATE DRAIN PIPE SIZING: PLUMBING "1"). REFER TO P4.01—P4.02 FOR RISER SIZED PER 2012 UPC TABLE 703.2. PIPING 4" CONTRACTOR SHALL PROVIDE CONDENSATE 2017-0906 PERMIT DETAILS AND SIZING. AND LARGER SHALL BE SLOPED AT 1/8" PER DRAINAGE FOR GUESTROOM HVAC UNITS. SEE FOOT. PIPING SMALLER THAN 4" SHALL BE MECHANICAL DRAWINGS FOR EXACT QUANTITY OF MARK DATE REVISIONASSUE UNITS. SEE P701 FOR CONDENSATE RISER Q1 = CONDENSATE RISER IDENTIFICATION (I.E. RISER SLOPED AT 1/4' PER FOOT: DIAGRAMS. CONDENSATE DRAIN PIPING SHALL BE ■ "A"). REFER TO P7.01 FOR RISER DETAILS AND SLOPED AT 1 8" PER FOOT. CONDENSATE DRAIN ■ 704IECT NUMBER DRAWN BY CHECKED BY SIZING. PIPE SIZE VERT. 1 DFU VENT PIPING SIZED PER 2012 UPC TABLE 814.1: 704 004 3N ]MR 1}�" 2 DFU 1 DFU 8 DFU 1. STORM DRAIN SIZING: STORM DRAINAGE PIPING 2” 16 DFU 8 DFU 24 DFU PIPE SIZE CAPACITY (TONS)SIZED PER 2012 UPC TABLE 1101.7, FOR 1.3" 3" 48 DFU 35 DFU 84 DFU ?/n ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE PER HOUR RAINFALL RATE, AT 1/8" PER FOOT 4" 256 DFU 172 DFU 256 DFU 'N 20 THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY SLOPE: ill 4O CNOT BE ONSENT OF THE USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN 6" 1,380 DFU 576 DFU 1,380 DFU 1%" 40 C HILL ARCHITECTS ARCHITECT PIPE SIZE VERTICAL HORIZONTAL 8" 3,600 DFU 2,112 DFU 3,600 DFU 1w 125 3" 5,750 SF 2,125 SF 2" 250 a 4" 12,000 SF 4,875 SF a 6" 35,187 SF 13,875 SF 4. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS. 8" 75,500 SF 29,875 SF SEE DETAIL 6, P7.00 10" 75,500 SF 53,750 SF FOURTH FLOOR WASTE & VENT PLAN FOURTH FLOOR WASTE & VENT PLAN SCALE: 3/32” = 1'-0” 0' 4' 8' 16 P 2.04 1-- 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 0 2 0 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 HILL ARCHITECTS x x 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN , OREGON 97063 TEL 503 . 305 . 8033 FAX 503 . 305. 3034 ■ ■ 3„V 3"V 3„V 3nV 3"V 3"V 2"V 2"V 2"V 12"V 2"V ��ED ww� n w 3"OD---, 3"SD 3"OD� 3"SD 3"OD3"SD 3"OD3"SD 3"OD3"SD 3"OD3"SD 3"OD t3"SD 3"OD3"SD 3"OD Q RO B I S O N " ENGINEERING, INC •f—� 2 v 19401 40TH AVE W.,SUITE 302 2"V LYNNWOOD,WA98036 H 1 -4"CD rr 206364-3343TEL �4nG -'4"CD ROUTE VENTS THRU CONTACT:JON ROBISON ROOFTOP MECHANICAL 1"G RTU-1 ROOM TO HIGH ROOF (TYP.) � 3nV � � • ■ n 2"V 3nV n 3"V 3nV 3nV 3"V c9 ■ 2"V 3"V MPG GiG G )q"MJ 1 1„G 4nG R "CD LINE 0 p 3"SD t � � OUTE T 4 3"SD 2"V 3"OD FLOOR DRAIN AND RED ROFFs 2"V ? c� •�� TERMINATE WITH INDIRECT ��NG I NF�r'pSioy CONNECTION 5,423 3"OD RTU 2 G O OREGON�O CANWi RCOV BELE] FD—1 SEE - °14D FLCIOP,�P" NJii �"G • Rk tNFt7FM.�i1`Eia 2"V 9/28/18 -- �'a"CD -Y4""CD HEAT PUMP r ■ � HB-1 ■ I•iS'"I4 s ae F_'�:k`: ]t I H�1.Je � yF c SK-ONO Pu'PP NLvi HOW � S, �3"SD 3"O� vu 3"V ~�3nV w Al 3'V 3 V ® T d �J \ O �---1 o 3"SD t� 3"OD�ti Q 3"V� 3"V ■ 3„V 3„V ■ THIS WIDTH SHOULD BE 3” 3"SD 3"0� U u ® 10-APR-2019 ASI-03 m m ® 2018-10-09 PLUMBING FIXTURE REVISIONS NOTES: As 2018-09-28 PERMIT RESUBMITTAL 2L 2018-09-04 CONSTRUCTION SET 1. STORM DRAIN SIZING: STORM DRAINAGE PIPING 2. WASTE & VENT SIZING: WASTE & VENT PIPING 3. CONDENSATE DRAIN PIPE SIZING: PLUMBING SIZED PER 2012 UPC TABLE 1101.7, FOR 1.3" SIZED PER 2012 UPC TABLE 703.2. PIPING 4” CONTRACTOR SHALL PROVIDE CONDENSATE 2017-09-06 PERMIT PER HOUR RAINFALL RATE, AT 1/8" PER FOOT AND LARGER SHALL BE SLOPED AT 1/8" PER DRAINAGE FOR GUESTROOM HVAC UNITS. SEE SLOPE: FOOT. PIPING SMALLER THAN 4" SHALL BE MECHANICAL DRAWINGS FOR EXACT QUANTITY OF MARK DATE REVISION/ISSUE SLOPED AT 1/4" PER FOOT: UNITS. SEE P701 FOR CONDENSATE RISER ■ PIPE SIZE VERTICAL HORIZONTAL DIAGRAMS. CONDENSATE DRAIN PIPING SHALL BE ■ PROIECT NUMBER DRAWN BY CHECKED BY 3" 5,750 SF 2,125 SF PIPE SIZE VERT. HORIZ. VENT SLOPED AT 1/8" PER FOOT. CONDENSATE DRAIN 704-004 IN ]MR 4" 12,000 SF 4,875 SF iW, 2 DFU 1 DFU 8 DFU PIPING SIZED PER 2012 UPC TABLE 814.1: 6" 35,187 SF 13,875 SF 2" 16 DFU 8 DFU 24 DFU PIPE SIZE CAPACITY�TONS) 8" 75,500 SF 29,875 SF 3" 48 DFU 35 DFU 84 DFU n MA ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE 10" 75,500 SF 53,750 SF 20 THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND Y 4" 256 DFU 172 DFU 256 DFU 14 40 NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIORWRITTEN 6" 1,380 DFU 576 DFU 1,380 DFUOF THE ARCHITECT 8” 3,600 DFU 2,112 DFU 3,600 DFU 1/a' CONSENT 90 C0HILL ARCHITECTS 1h7 125 2" 250 a a 4. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS. SEE DETAIL 6, P7.00 ROOF PLAN ROOF PLAN SCALE: 3/32" = 1'-0" 0' 4' 8' 16' P2. 05 10 0 9 0 8 0 7 0 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 0 4 ■ 3 ■ 2 ■ 1 I I H ILL AILCHITECTS 1750 BLANKFNSHIP ROAD CW & 1407 1 SEE ENLARGED PLAN TO LAUNDRY 1%"G TO DRYERS R 400 __ - - - - � - - - � - - J t WEST LINN , OREGON 97068 _ --,- �__rt, - - -. _ -- - __ - _ __. - - 2"G � TEL 503 . 305 .8033 FAX .503 . 305 . 8034 is I: — — — 74 _ - - ® - - - - - _ _ _ z - a I a"HW 1 MPG • -- _if `" L. B 1%4 MPG Y ■ 7 tIL . it ; II ■ " i; MP MPG–' G G jl ; m m m m m m m m m m m TIf 1lz"HWC "HW 1Y4"CW LBr 14 4, "CW 1kz"CW0/-4 1„HW_ 1Ya"HW (140 F) ® S€^S F�Ea r L : 1"cyykz"HWF� l 1 I / 1 Xz"CW \ ,� - - -_ I I r� �4"Hw + ! I I `74."cW a"HW 4 HW �� ROBISON 3&"Hw p — ( ENGINEERING, INC - _ 19401 40TH AVE W.,SUITE 302 /4".C.W - y LYNNWOOD,WA98036 vXi"HW I 3 r • 206364-3343TEL 2"CW I lc - CONTACT:JON ROBISON HW & HWC UP --, - THRU GARAGE 71F,II ■ f CEILING. ■ " . II I it I - z -- D PROF — ASi, t. ARE FS LL s1 � i I y. 172" WC I S I I � G N f i ISI I 5,423 y j 1 I i f I -- - ,: I : n + - - .. - — - I L J J ) { � :_- I ' ' OREGON r- Rk , Wj 11;1 r 18 1 II n \\ < ` / _y4"CW Coe \ ( ;'4"CW Q1 0 "77- FC-7%' - r _ _ _ r ^ I - x� �� it o ; aalay AS 71' I I I I I I 1 - I I I I I 'r - - -�- - --- - - - - - - - - - _.. - - - --- - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - -... - _ - - _._ _ - _. 2 - - - - - _ _ - - _ - � ._ - _ ._]- - - - - _. - - _ � � � 1 �I �; THIS WIDTH SHOULD BE 3" i I ' r 1.' I _ L. I , - r r _ 1 ---tom � L �' .. .. I �.-I ,�>a M" - II,• i -: e ...._.._J j •___...—_...._— � —� I ..-..—_.._— i •____ ...--� i —_-_—___ I i I i j ....__ ._: _ _ _ —__— 4 _ I r �r I * I i ti'dw ( ;I Elk � —. • , T ._. , ,-� � � ���, I 1 I I'I I � a,:— ® — _ � — _ I�!' j ��I Ag � L L - J L - _ J L - J - J L - - - - LL - 1.; I _ 1 `. 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REFER TO 4 2018-09-28 PERMIT RESUBMITTAL P5.01-P5.02 FOR RISER DETAILS Q AND SIZING. 2018-09-04 CONSTRUCTION SET 2017-09-06 PERMIT 1. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS. SEE DETAIL 6, MARK DATE REVISIONASSUE P7.00 ■ PROJECT NUMBER DRAWN BY CHECKED BY ■ 704-004 IN ]MR ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. 0 HILL ARCHITECTS Q THIRD FLOOR SUPPLY PLAN THIRD FLOOR SUPPLY PLAN SCALE: 3/32" = 1�-0" 0' 4' 8' 16' P3 . 03 10 ■ 9 ■ 8 ■ 7 0 6 0 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 HILL ARCHITECTS 1750 BLANKIiNSHIP ROAD SUITE 400 WEST LINN , OREGON 97068 — :.:,: TEL 503 . 305 .3033 FAX 503 . 305 . 3034 I Es qi t V "A t''e:^. I : `�• 'i -- _-___ r :. 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I ■ , w = LEE _ N C4 I � N I 1--M L $5 O�— 0 1 ON Q 1-4 N O d �zI ■ B ■ THIS WIDTH SHOULD BE Y i Tl r 1 - it •�'.... xl I _ U F F \ U ■ ® 10-APR-2019 ASI-03 ca NOTES: m ® 2018-10-09 PLUMBING FIXTURE REVISIONS OA = SUPPLY RISER IDENTIFICATION Q (I.E. RISER "A"). REFER TO q 2018-09-28 PERMIT RESUBMITTAL P5.01—P5.02 FOR RISER DETAILS AND SIZING. 2018-09-04 CONSTRUCTION SET 2017-09-06 PERMIT 1. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS. SEE DETAIL 6, MARK DATE REVISION/ISSUE P7.00 ■ ■ PROJECT NUMBER DRAWN BY CHECKED BY 704-004 IN ]MR All DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. 0 HILL ARCHITECTS Q Q FOURTH FLOOR SUPPLY PLAN FOURTH FLOOR SUPPLY PLAN SCALE: 3/32" = 1'-0" 0' 4' 8' 16' P3.04 10 ■ 9 ■ 8 0 7 0 6 0 5 0 4 0 3 ■ 2 ■ 1 10 ■ 9 8 0 7 0 6 5 4 3 0 2 0 1 HILL ARCHITECTS x 1750 BIANKENSHIP ROAD SUITE 400 WEST LINN . OREGON 97068 TEL 503 . 305 . 8033 FAX 50'1 . 105 , 8034 MAIN WATER BALL VALVE PIPING OVERFLOW DRAIN WITH LOOSE FIXTURE WITH RAISED FIT ELBOW WITH INVERT ® 3" REMOVABLE STRAINER MOUNT TRAP PRIMER INSULATE PIPING ������� BELOW TOP OF TROUGH VALVE 12" FOR EVERY AS SHOWN IN SPECS (HAND TIGHT ELBOW) r 20' OF PRIMER LINE BALL VALVE ABOVE ENGINEERING INC I I CEILING — SEE PLANS I FOR LOCATION. 9401 40TH AVE LYNNWOOD,WASUITE 302 96036 I FLOOR PPP MODEL PR-500­-., 206364-3343TEL 1 TRAP PRIMER VALVE — CONTACT:JON ROBISON z 1'-0" WASHER DISCHARGE PROVIDE A x 8" — I> GRAVITY TRAP ACCESS PANEL ■ (TYP) �i� I. PRIMER LINE WHEN IN GYP. lig BOARD CEILING 6" MAX. �Zzi4„ TWO SEPARATE FLOOR DRAIN F==� CONN TO WASTE 4" CEILING D PROF�kR� GIN FSS II (— ------3 �\� �N5,423F� t –� SLOPE TRAP PRIMER LINE LAUNDRY TROUGH DRAINTRAP -PRIMER P-TRAP � TYPICAL VALVE PLACEMENT 2°1 � Rk o DETAIL r7 DETAIL r6DETAIL 5 9128118 SCALE: NONE P7.00 SCALE: NONE lc.00 SCALE: NONE P7.00 ■ PIPE INSULATION PIPE INSULATION JACKET— TERMINATE SLEEVE FLUSH WITH T PIPE SLEEVE OF SIZE TO U.L. LISTED & APPROVED FINISHED WALL SURFACE / PASS PIPE AND INSULATION PIPE CLAMP FIRE SEALANT / (IF APPLICABLE) WITH MIN y o o FLOOR ANNULAR SPACE � W PIPE AND INSULATION (IF APPLICABLE) CENTERED IN SLEEVE �- PROPERTY - - FINISHED ESCUTCHEON PLATE N LINE FIRESTOP SLEEVE AT 77!7r FLUSH AGAINST WALL AND [� FIRE—RATED WALLS — OF SIZE TO COMPLETELY COVER OPENING MN 3 MIN. CAULKING PIPE SLEEVE–1 "(MIN.) CONCEALED PIPING PIPING EXPOSED TO VIEW u LARGER THAN INTERIOR WALLS I- 10' IN. PENETRATING PIPE O O SEALING AND ANCHORING COLLAR FOR CONCRETE c • 6" MIN. ELEVATION WALLS ■ �r U OPERABLE WINDOW RIBBED — SEAL ENDS OF SLEEVE WITH DOOR, OPENING PIPE INSULATION NEOPRENE �� z PARAPET � �i EXPANDING FOAM WEATHER— p AIR INTAKE, OR WALL PIPE SLEEVE PAD GALV STEEL PIPE SLEEVE TIGHT SEALANT O VENT SHAFT 12" MIN. INSULATION JACKET OF SIZE TO PASS PIPE 3 MIN. 6" MIN. AND INSULATION WITH PIPE CLAMP = ` DETAIL "A" MIN }�" ANNULAR SPACE PIPE AND INSULATION �J s (IFIENTERED APPLICABLE) CN SLEEVE �---i WATERPROOF ~ FLASHING INSULATE AS APPLICABLE, \\-----COAT EXTERIOR SURFACES EXTEND OUTDOOR JACKETING OUTDOOR ► INDOOR OF SLEEVE WITH COAL TAR FIRE PROOFING SEAL ���A"1 THROUGH PENETRATION AND TERMINATE NEATLY 3" FROM EXTERIOR CONCRETE WALLS PLAN CUT JACKET & INSULATION TO ALLOW INSIDE FACE OF WALL OPERABLE WINDOW I FOR PIPE CLAMP ARM EXTENSION DOOR, OPENING I & FILL—IN VOID W/ INSULATING CEMENT ■ VENT TERMINATION AIRVENTSHAOFT PIPE SLEEVES THROUGH WALLS RISER PIPE SUPPORT ■ DETAIL I � THIS WIDTH SHOULD BE 3" t DETAIL 3 DETAIL 2 SCALE: NONEP7.00 SCALE: NONEP7.00 SCALE: NONEtIOTEP7.00 S T E 0 T R –1 OF ANG TRERICE #BX9 OR EQUIVALENT (TYP) u 1. PIPE LENGTH & NUMBER OF FIT NGS TO INDIVIDUAL HEATERS SHALL BE QUAL FOR A PRESSURE GAUGE, 0-30OPSI RANGE, 3.5" FACE COMPLETE MANIFOLDED SELF–B ANCED PIPING. TRERICE #600CB OR EQUIVALENT (TYP) 2. RELIEF DRAIN PIPING SHALL BE NDIMINISHED IN 1 Y4"SIZE (SAME AS OUTLET) AND SHALL TERMINATE 1407 TO HOTEL LAUNDR AT 6" ABOVE FLOOR SINK AND HALL BE IN > > L- THERM. COMPLIANCE WITH OPSC. - _ = THERM. __ 3. ANCHOR AND STRAP WATER HE RS, EXPANSION IN TANK, AND STORAGE TANK TO SIST HORIZONTAL 4 140E 140F 140-F HW SUPPL DISPLACEMENT OF EARTHQUAKE ER CODE (COORD 3" TMV-1 120'F WITH STRUCTURAL). 4" 4" 3" 3" 3" 2h" 2}�" – 4. BOILERS SHALL COMPLY WITH A THETHERM. REQUIREMENTS OF IMC 2012. r1 -_ 2 2 „ 3,> 3„ 3„ 4„ 4" Q 4„ 5. PROVIDE EXPANSION TANK FOR OILERS PER IMC L i r–.ter � 2012. ® 10-APR-2019 ASI-03 . ROUTING AND TERMINATION OF UE FOR BOILERS ® 2018-10-09 PLUMBING FIXTURE REVISIONS SHALT COMPLY WITH IMC 2012 AND WITH N N N N N m MANUFACTURERS SPECIFICATION BALL VALVE WITH – 2018-09-28 PERMIT RESUBMITTAL -- -- -- -- HANDLE REMOVED HWCP-1 _ THERM. 7. COMBUSTION AIR INTAKE FOR B ILERS - Q 2018-09-04 CONSTRUCTION SET SHALL-COMPLY WITH, IMC 2012 ND WITH 1" MANUFACTURERS SPECIFICATION T&P WH_7 T&P WH_6 T&P [WH--5] T&P [WH T&P WH_3 T&P WH 2 T&P WH_1 1 120 2017-09-06 PERMIT OTE: THE SEISMIC STRAPS SH LL HW CIRCULATON E AT POINTS WITHIN THE UPP � CHECK VALVE (TYP) _ THERM. MARK DATE REVISIONASSUE /3 AND LOWER 1/3 OF THE �c� �c0 c� c� �c� j 4 r HWCP-2 _ ATER HEATER. AT THE LOWER ■ PROIECT NUMBER DRAWN BY CHECKED BY DINT A MINIMUM OF 4" SHALL E 704-004 IN ]MR MAINTAINED ABOVE THE CONTR S 140'F 140' LTH THE STRAP. HW CIRCULATIO ET-2 CHECK VALVE (TYP) ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ATER HEATERS WITH AN G,^ { Gw{ G,^ ( Gw { G,^ { G G, I I THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY 7"WC I 7"WC 7"WC I 7"WC 7"WC 7"WC I 7"WC I NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN PERATING WEIGHT OF 400 POU DS w 01 R MORE SHALL BE PROVIDED LTH CONSENT OTLL CHITS CT m HILL ARCHITECTS N ENGINEERED ANCHORING IE DRAIN VA. DRAIN VA. DRAIN VA. DRAIN VA. DRAIN VA. DRAIN VA. DR N A. YSTEM COMPLYING WITH ASCE7. _ - a FLOOR DETAILS PRESSURE SEISMIC STRAPS ( ECUE TO MECHANICAL ROOM WATER HEATER PIPING REGULATOR SSRUCTU E) (TYP.) Q (TYP) DETAIL SCALE: NONE P7.00 P7. 00 10 9 8 7 6 5 4 3 2 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 POC TO MANIFOLD. PROVIDE APPROVED TUB COPPER TO PEX LAV CONNETION (TYP.)-------------— 3 3 -CAP END UNUSED BRANCHES x x x ��4 MANIFOLD-VIEGA MANABLOC H I L L OR EQUAL. -3 ARCHirEcrs ,._LABEL PER FIXTURE = 3/4" / � � I � 1750 BLANKENSHIP ROAD 3 3 3 3 SUITE 400 0 0 0 U PROVIDE ISOLATION ) z+ WEST LINN. OREGON 97068 VALVE BEFORE 11 TEL 50i . 305 . 3033 FAX 503 . 305 . 3034 THE MANIFOLD WC (TYP.) LAV TUB KS ■ ■ COPPER i SECONDARY PEX (UPONOR AQUAPEX) PROVIDE ACCESS PANEL CONDENSATE ALARM LIGHT LEVEL SENSOR ELEVATION CEILING NOTE: REFER TO RISERS ON SCHEDULEIL9 p NOTE: COORDINATE LOCATION OF HVAC P501–P503 AND CALCULATIONS ROBISON UNITS WITH MECHANICAL DRAWINGS. ON P001 FOR PIPE SIZES. -ELECTRICAL ALTERNATOR ITEM DIM CONTROL PANEL ROUTE SECONDARY CONDENSATE TO . SUMP COVER 48" ENGINEERING, INC TERMINATE AT CEILING ABOVE BATHTUBINDICATOR LAMPS INLET PIPE. _ PEX MANIFOLD 27„ 94LLYN40TH AVE W.,SLTTE NWOOD,WA 9803602 TOGGLE SWITCHES IE AT SUMP WALL 20s3643343TEL ESCUTCHEON PLATE DETAIL HIGH WATER ALARM 24" CONTACT:JON ROBISON SCALE: NONE P7.01 LAG PUMP ON 22" ■ SECONDARY CONDENSATE TERMINATION LEAD PUMP ON 20" ■ -GATE VALVE PUMPS OFF 12" 0� FLOAT SUPPORT FABRICATED SUMP FLOOR 0" FROM PVC OR S.S. PIPE DIRO MENSIONS ARE HEIGHTS ABOVE �F,R D PNFFSS � CONDENSATE ° �`' FP oy LAVATORY OR SINK DRAIN THREE COMPARTMENT SINK 2' VENT 5,423 SIZE PER PLAN IN WALL tFR 1}�" DISCHARGE PIPE OREGON CLEANOUTS VINLET HUB LAG PUMP ON & HIGH WATER ALARM ON LEVEL 1� 0FIXT. TAIL PIECE WALL IN ENDS OF II CLEANOUT _ _ LEAD PUMP ON LEVELTEE WITH FLOOR 2"- BAST 9/28/18 ABLE LEVEL SLIP JOINT CONVARITROL SWITCH 3/16 VENT HOLE SET GREASE TRAP UNDER DRAINBOARD 3" WASTETOP CAN BE EASILY FOR CLEANING EJECTOR PUMP - -_ PUMPS OFF LEVEL P-TRAP WASTE GRAVEL ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS OR MEET LOCAL CODE REQUIREMENTS. UTILIZE HUBLESS CAST IRON PIPE, FITTINGS AND CONNECTORS FOR SINK CONNECTIONS. CONDENSATE TERMINATION AT SINK ~ 3- COMP SINK AND GREASE TRAP EJECTOR PUMP STATION N DETAIL 5 DETAIL r4 SCALE: NONE P7.01 DETAIL 3 SCALE: NONE P7.01 SCALE: NONE P7.01 ZO o ■ ■ z < �~ U z Q O ° FLAG NOTES: d1 U TWHP-1 TWHP-1FTWHP-1 1. GPRV-1 PRESSURE REGULATOR SET TO 10"WC o G �- 1 TON 1 TO 1 TON OUTLET PRESSURE, VENTED TO EXTERIOR. e--� 1"G FOURTH FLOOR (365 MBH) 2. PROVIDE LINE–SIZE LOW PRESSURE (10"WC 1 INPUT/ 7"WC OUTPUT) REGULATOR AT EACH CONDENSATE PIPE SIZING WATER HEATER OR APPLIANCE FOR 1"G Y'4"G FINE–TUNING GAS SUPPLY PRESSURE. SET TO PER 2012 UPC TABLE 814.1 90 J;2 40 MBH) 120 MBH 7"WC OUTPUT. PROVIDE VENT TO EXTERIOR. (< 30') CONTRACTOR SHALL SELECT GPRV TO MATCH PIPE SIZE CAPACITY (TONS EACH PIECE OF EQUIPMENT. ■ p p p N" 20 ■ U U U 1 40 r� 2 2 THIS WIDTH SHOULD BE 3 1 Y4 " 1 hl, 125 TWHP-1 TWHP-1 TWHP-1 2" 250 1 TON 1 TON 1 TON NOTES: THIRD FLOOR AHU-1 RTU-1 RTU-2 1. LENGTH FROM METER TO FURTHEST REGULATOR IS 125 MBH 120 MBH 120 MBH 275 FEET. DISTANCES FROM REGULATORS TO MOST 0 REMOTE APPLIANCES ARE LABELED ON THE RISER DIAGRAM. GAS PIPING IS SIZED PER 2014 OPSC, TABLES 1216.2(4) AND 1216.2(1) . p p p U U U = 2. PROVIDE CONNECTION TO EACH PIECE OF Pill �� 0- m EQUIPMENT WITH UNION, GAS COCK(TYP), AND SEDIMENT TRAP INSTALLED AS CLOSE AS POSSIBLE TO THE APPLIANCE INLET WITH THE PLUMBING TWHP-1 TWHP-1 DESIGN. EXCEPTIONS: APPLIANCES WITH AN ■ 1 TON 1 TON lh"MP INTERNAL SEDIMENT TRAP, (OR) RANGES AND GAS ■ FIREPLACES. SECOND FLOOR 3. PROVIDE VENTS TO OUTDOORS FOR GULATORS PER LOCAL JURISDICTION AND NFPA– 4. ROUTING OF VENTS IS NOT SHOWN ON THE PL NS. 2"G 0 STRAINER (1400 MBH) ® 10-APR-2019 ASI-03 _DISCHARGE TO DRY � DISCHARGE TO DRY (1200 MBH) m 8 2018-10-09 PLUMBING FIXTURE REVISIONS WELL ON GRADE. WELL ON GRADE. FROM GAS 2"MPG 1 G }�2" 4 2018-09-28 PERMIT RESUBMITTAL UTILI (2810 MBH) MPG (1000 MBH) TWHP-1 1}�"G Q 2018-09-04 CONSTRUCTION SET 1 TON (800 MBH) O3 O2 a m 11 "G 1 2017-09-06 PERMIT FIRST FLOOR 2 PSI GAS METERJ 0 lh"MPG 1"MPG (600 MBH) 1Y4"G MARK DATE REVISIONASSUE 0 2045 MBH 645 MBH 645 MBH v 1 `r (< 20') ■ \� 114'Ci ■ PROTECT NUMBER DRAWN BY CHECKED BY 400 MBH) 704-004 IN ]MR DISCHARGE TO DRY 1"G a(< 20') WELL ON GRADE. 400 MBH 1%4"MPG 0 0 0 0 0 0 2 (< 20•) (1400 MBH) ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. ,z ® HILL ARCHITECTS 0 2 2 2 2 2 2 2 LAUNDRY DETAILS 645 MBH POOL EQUIPMENT CONDENSATE RISER DIAGRAM 400 MBH GAS RISER DIAGRAM WH-6 WH-6 WH-5 WH-4 WH-3 WH-2 WH-1 200 MBH 200 MBH 200 MBH 200 MBH 200 MBH 200 MBH 200 MBH DETAIL 2 DETAIL P7'01 SCALE: NONE P7.01 SCALE: NONE P7.01 10 ■ 9 ■ 8 ■ 7 ■ 6 IN 5 ■ 4 ■ 3 ■ 2 ■ 1 H 11_ L ARCHITECTS x x 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN . OREGON 97068 TEL 503 . 305. 8033 FAX 503 . 305. 8034 IN s c� OBISON ENGINEERING, INC 19401 40TH AVE W.,SUITE 302 LYNNWOOD,WA98036 2063643343 TEL CONTACT:JON ROBISON RO NGPNFFS`S'i0 5,423 y r O OREGON�� 13 RK 9/28/18 w � � N � Q N m n N t0 O ■ ■ Q 2"V z 2"V 2"V O < 3„GW I 1Y2"V2"V 3 GW� 3 FS-1 FS-1 2 V 'G o ® 2„V GW GW 3„GW o '--- FD-1 �� I 2„V 2"V 2"GW 2"V FS-1 2"V 3.,V 2„GW 2„V FD-1 �FGW ■ DOWN TO GREASE ■ 3"GW - INTERCEPTOR THIS WIDTH SHOULD BE 3" � GW 4"GW GWs UNDER SLAB FS-1 ® 4 GW U U HB-1 -y4"CW ENLARGED PLAN ® ENLARGED PLAN ■ U FOOD PREP — WASTE ABOVE 6 FOOD PREP — WASTE BELOWll�q F�� 5 SCALE: Y4' = l'-0" P600 SCALE: Yq” = l'-O” P600 3 U 10-APR-2019 ASI- lY2"CW PRV STATION: �� ���� I ��� �I�I®���� {�����1���� ® 2018-10-09 PLUMBING FIXTURE REVISIONS m 4"OWI 3/a"HW DN 75 PSI m 4"CW DN4 CW PEX MANIFOLD TYP. 4 2018-09-28 PERMIT RESUBMITTAL Y2 HW -ya HW Y4"HW FIRE BFP PER FIRE Oo 0 201609-04 CONSTRUCnONSET SPRINKLER DWGS HD-1 WH-1 WH- WH-3 WH-4 WH-5 WH-6 WH-7 Y2"CW -'4"CW O -3/a"CW (REF) 20170906 PERMIT 3 = Y2"HW FD-20 MARK DATE REVISION/ISSUE „CW Y2”H W ■ 3 Y2"CW ■ PR0IECT NUMBER DRAWN BY CHECKED BY 3/a"CW F� 704-004 IN ]MR J. 3/4"CW I IJ O Y2'HW II 3/4"HW 3/a' CW � � LF909 1" RPBP Yz CW3/a"CW 3/a''HW �HWCP-1.2 3 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE I+ THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY d' 1"CW HW NOT BE DUPLICATED,USED OR DISCL05ED WITHOUT THE PRIOR WRITTEN E ARCHITECT. CW ET1 TO 0 CONSENT HILL ARCHITECTS ARCHITE TS —EPS- a a ENLARGED PLUMBING PLANS ENLARGED PLAN ENLARGED PLAN ENLARGED PLAN ENLARGED PLAN RESTROOMS 4 TYPICAL GUESTROOM 3 SPRINKLER 8c POOL EQUIP ROOMS 2 MECHANICAL ROOM SCALE: /q " = l'-O" P600 SCALE: Yq" = l'-0" P600 SCALE: A" = l'-0" P600 SCALE: Y4' = l'-0" P600 P 6 O 0 10 ■ 9 ■ 8 ■ 7 0 6 ■ 5 0 4 0 3 ■ 2 ■ 1