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Plans (86) PLM2018 -00189 Otak PLUMBING LEGEND PLUMBING CONNECTION SCHEDULE Pressure drop calculations (PSI) per UPC Appendix A I� Otak Architects, Inc MARK FIXTURE W V CW HW REMARKS Initial pressure 100 " F�da l�,f 808 S Portland, O3rd Ave, R 97204 300 BT-1 BATH TUB 1 -1/2" 1 -1/2" 1/2" 1/2" AFF ••••••........................••••• ABOVE FINISHED FLOOR - - - - (DCW) DOMESTIC COLD WATERBT-2 BATH TUB 1-1/2" l-1/2" 1/2- 1/2- 6" service to 30 ft 560 nn 2 si/100 ft APR 2 3 2018-0.6 Phone 503.287.6825 ADA, GRAB BARS ARCH •.................................. ARCHITECTURAL Water meter 6" 560 m -4 Fax 503.415.2304 B.G. ••••••........................••••• BELOW GRADE - - (DHW) DOMESTIC HOT WATER CW-1 CLOTHES WASHER FITTING 2" 2" 1/2" 1/2" 6" Backflow preventer -4 CITY OF TIG,' R BTU ••••••........................••••• BRITISH THERMAL UNITBUIL DING I]I1/t,S10N CAP. ••••••........................••••• CAPACITY - - - - - - - (FND) FOUNDATION DRAIN HB-1 HOSE BIB 3/4" NON-FREEZE WITH VACUUM BREAKER 6" main service -5 �DPROF C.I. ••••••........................••••• CAST IRON LV-1 LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" COUNTER MOUNT ROUND 4" building service 34 ft. @ 3psi/100 ft. -1 c`F ofk�Sf COMP. ................................... COMPARTMENT (SAN) BELOW GRADE WASTE KS-1 KITCHEN SINK 2" 1-1/2" 1/2" 1/2" SINGLE COMPARTMENT WITH DISHWASHER Interior i i 275ft max. 8 si/100ft. -22 �'w 14,5 CONT. ................................... CONTINUATION Elevation 61 ft .43psi/ft) -26 r CU. ................................... CUBIC (SAN) ABOVE GRADE WASTE KS-2 KITCHEN SINK 2" 1-1/2" 1/2" 1/2" SINGLE COMPARTMENT WITH DISHWASHER, ADA Minimum pressure at remote fixture -20 DIA. ••••••........................••••• DIAMETER OUN WC-1 WATER CLOSET 3" 2" 1 2" FLOOR MT TANK TYs9 ELEV. ••••••........................••••• ELEVATION -V V- (V) VENT / PE Available excess ressure 17.4 ,y irzu �e FD ................................... FLOOR DRAIN WC-2 WATER CLOSET 3" 2" 1/2" FLOOR MOUNT, TANK TYPE, ADA t. TOlk FDC •••••.••••.........•.............• FIRE DEPARTMENT CONNECTION RD (RD) RAIN DRAIN SP-1 SUMP PUMP 2" 50 GPM, 1/2 HP, ELEVATOR SUMP I EXPIRES: 30JUN18 F.F. ................................... FINISH FLOOR FLG. ................................... FLANGE OD (OD) OVERFLOW RAIN DRAIN FD-1 FLOOR DRAIN 3" VL SIOUX CHIEF STAMP G ••••-..........I.-••'"......••.. GAS FDC - / FEET FDC (FDC) FIRE DEPARTMENT CONNECTION RD-1 RAIN DRAIN 3" GA. ................................... GAUGE OD-1 OVERFLOW RAIN DRAIN 3" GALV. ................................... GALVANIZED F (F) FIRE WATER ON-1 OVERFLOW NOZZLE 4" GLUE ON NOZZLE GPM ................................... GALLONS PER MINUTE G.V. •••••-......•••..-.--•-•••••.. GATE VALVE WH-1 WATER HEATER 3/4" 3/4" 50 GAL., FHR 67, UEF .95 M Consulting Engineers HP ................................... HORSEPOWER kW ................................... KILOWATT CO CLEAN OUT F I As t. •-••••••---•���� PRESSURE/TEMP RELIEF VALVE Portland, OR 97214 LAV ••••••............••-............. LAVATORY WCO WALL CLEAN OUT PHN (503) 234-0548 LBS ......•'•••"......•••"......••••. POUNDS Ill .................... BUTTERFLY VALVE V.L. - VENTED LINE INC.FAX: (50 )E 234-0677 MAX. ................................... MAXIMUM MBH ...................•..••'-•••-'•. THOUSANDS OF BTUs PER HOUR Cr� ..'••"•"•..... GAS PRESSURE REGULATING VALVE CONTACT: Bryan Gregory MIN. •••••••-•-"...•••••-......•'". MINIMUM "--U p-p .............••.. PIPE TURNED UP, PIPE TURNED DOWN CONSULTANT M.J. ............•.................'•". MECHANICAL JOINT N.I.M. .•.............•••"............••. NOT IN MECHANICAL -OTO. ..................•• GATE VALVE PROT. .......•...•........."'..•.••"•.. PROTECTION PLUMBING CALCULATIONS BLDG 4 PRV ..............................••••. PRESSURE REDUCING VALVE . .••••••••••••••••••• BALL VALVE DOMESTIC WATER SERVICE SANITARY WASTE SERVICE PSI, PSIG ................................... POUNDS PER SQUARE INCH P/T ................................... PRESSURE / TEMPERATURE --EL6. .....•.•.•.•......• BALANCING VALVE REQ'D ....................••....•"••••.. REQUIRED FIXTURE TYPE NUMBER WATER TOTAL TOTAL CW TOTAL HW DRAINAGE TOTAL ,>4 TYP. .........•••.•.......•....•'•"'••• TYPICAL TSI- .-••-•-•••••. CHECK VALVE OF FIXTURES FIXTURE WSFU FIXTURE FIXTURE FIXTURE DFU a+ VTR ..............................••... VENT THROUGH ROOF WC '•••""••"•"••"............•••. WATER CLOSET UNITS UNITS UNITS UNITS O V �I� .................... UNION .. •. .•.......••...••. DOUBLE CHECK ASSEMBLY BATHTUB or COMBO BATH/SHOWER 64 4 256 192 192 2 128 W U CLOTHES WASHER 48 4 192 144 144 3 144 ~" X .................... EQUIPMENT MARK NUMBER I r, .................... CAP KITCHEN SINK (GRINDER & DISHWASHER) 48 3 144 108 108 2 96 PW O .................... LAVATORY(SINGLE) 64 1 64 48 48 1 64 XXX ..................•. FIXTURE MARK TEE RECEPTOR (ELEVATOR WASTE) 1 0 0 0 0 100 100 ELBOW RECEPTOR (INDIRECT WASTE) 1 - - 1 1 ® .................... NOTE WATER CLOSET(1.6 GPF TANK-PRIVATE) 64 2.5 160 160 0 3 192 Q O RISER DIAGRAM NUMBER ..............•••••• CLEANOUT HOSE BIBB (FIRST ONE) 1 2.5 2.5 2.5 0 X - HOSE BIBB (EACH ADDITIONAL) 5 1 5 5 0 --- TOTAL 296 823.5 659.5 492 725 PLUMBING CALCULATIONS 2 BATH DOMESTIC WATER SERVICE SANITARY WASTE SERVICE GPM 182 WASTE SIZE 8 FIXTURE TYPE NUMBER WATER TOTAL TOTAL CW TOTAL HW DRAINAGE TOTAL OF FIXTURES FIXTURE WSFU FIXTURE FIXTURE FIXTURE DFU UNITS UNITS UNITS UNITS LLI BATHTUB or COMBO BATH/SHOWER 2 4 8 6 6 2 4 W J CLOTHES WASHER 1 4 4 3 3 3 3 C Q KITCHEN SINK (GRINDER& DISHWASHER) 1 3 3 2.25 2.25 2 2 G LAVATORY(SINGLE) 2 1 2 1.5 1.5 1 2 LLJ WATER CLOSET(1.6 GPF TANK-PRIVATE) 2 2.5 5 5 0 3 6 _ U U TOTAL 8 22 17.75 12.75 17 Q C7 U) a Q U GPM 16 WASTE SIZE Q Z CID z 75 Q co PLUMBING CALCULATIONS 1 BATH l j � J DOMESTIC WATER SERVICE SANITARY WASTE SERVICE Lu FIXTURE TYPE NUMBER WATER TOTAL TOTAL CW TOTAL HW DRAINAGE TOTAL Y olf Q OF FIXTURES FIXTURE WSFU FIXTURE FIXTURE FIXTURE DFU LL N Z UNITS UNITS UNITS UNITSW z 0 T_ Of BATHTUB or COMBO BATH/SHOWER 1 4 4 3 3 2 2 3: (<') CLOTHES WASHER 1 4 4 3 3 3 3 U) H m KITCHEN SINK (GRINDER& DISHWASHER) 1 3 3 2.25 2.25 2 2 LAVATORY(SINGLE) 1 1 1 0.75 0.75 1 1 TITLE WATER CLOSET(1.6 GPF TANK-PRIVATE) 1 2.5 2.5 2.5 0 3 3 TOTAL 5 14.5 11.5 9 11 CITY OF TIGARD r # DATE DESCRIPTION Approved...............................1%C 1 Conditionally Approved.............. [ ] GPM 11 WASTE SIZE See Letterto: Follow.................. ( ] Attached................ Permit Number: LMaUI -UU/ Q ] Addres 99.20 Sdd.MkKz,kev Rd. By: D,iic: S.h�r i O r ��I.LN•�q i l+t 1' REVISIONS BKG JILT DRAWN BY CHECK BY PERMIT SET STATUS 04.18.18 DATE 17052 PROJECT NUMBER P0 . 01 ©2017 OTAK, INC. ro ii I/this drawing is not 24"x 36',it has been reduced/enlarged. Scale accordingly. rr Otak Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 4-18-18 W 14,5 - t) 2 jq09 1 GENERAL NOTES KEY NOTES FS t. TOR�� EXPIRES: 30JUN18 1. WORK SHALL COMPLY WITH CURRENT O1 CONNECT 2" ELEVATOR SUMP PUMP OREGON PLUMBING SPECIALTY CODE. TO 4" CONNECTION STAMP 2. COORDINATE INSTALLATION WITH OTHER O2 3" RADON VENT UP TO ROOF TRADES. 3. SEE TYPICAL UNIT PLANS FOR WASTE O PROVIDE 3" HUB DRAIN FOR FIRE RISERS. SPRINKLER DRAIN M Consulting Engineers 2007 S.E. Ash St. 4. ALL PIPING IN EXTERIOR WALLS TO BE F I Portland, OR 97214 INSTALLED ON WARM SIDE OF INSULATION. /� PHN: (503) 234-0548 rl FAX: (503) 234-0677 5. PROVIDE TRAP PRIMER ON HUB DRAIN. INC.WWW.MFIA-ENG.COM CONTACT: Bryan Gregory CONSULTANT I 1 1 t I I z a 4.A - - I - - - - - - - - - I I - - - - - - - - - - I I I - - - - lI - - - - - - - - - I I I - - - - I 7! 4 CL AIR 2 I - - - - - -- - - - I I - - - - CL L - - - - - - - � - - - - - - - - A+- - - -✓ `�— - - - - - - —� - - -121 — - - - - - - - - I _Z CIO UNIT 3 BED I UNIT 2 BED I UNIT 1 BED - I UNIT 2 BED - i UNIT 1 BED I --- UP I UNIT 3 BED I W I 4-101 I 4-103 I TYPE A I TYPE A I 4-109 I --- i 4-111 I I 4-105 B KS-, I I 2 I I __; 2 I --- I I z © CW-1 B e © I cn O o _ a " RUN FF _ -- -- -- -- Q` <Nz VQBT 1 BT-1 WWII— WC— 0 2 WH-1 WC-1 5 L 1 V-1 z Nz ZD (n Q o oi o F- N ILL 4 4" SAN 6" CRRI312 4 7 CO0 L" 4 6 6"6" S N SAN 4 — — — O 4 o0ZZ I m Z 2 I W � � J I 0 zQ 13 6.0 SP-1 i i I /� . ' S 4 2 va i ! Q N 3 I D " 3 2 4 2 I I I � 0 i © I I MImm co - - - 4 I i L _ I TITLE 5I 1 z L__ I I # DATE DESCRIPTION 1 — I s I I 2 I 3 , UNIT 3 D - — I 6.0 1 I I TYPE A i I ---_-UP UNIT 1 BED I U IT 2 BED I UNIT 1 BED I UNIT 1 BED I UNIT 3 BED � 4-102 I 5 I -- 3 4-104 ' 4-106 I 4-108 I 4-110 I 4-112 I - - - - STAIR M I - - I — — — — — — - - fl- - - — — — — — — — - - - - - - - I A I I 4-114 I I I II I I I I I I I I I 4. 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UP TO FLOOR ABOVE t. TO EXPIRES: 30JUN 18 2. COORDINATE INSTALLATION WITH OTHER O2 1" DCW TO UNIT AND 1 1/2" DCW TRADES. UP TO FLOOR ABOVE STAMP 3. SEE TYPICAL UNIT PLANS FOR FIXTURE O3 3' RADON VENT UP TO ROOF BRANCH PIPING. P4- COMBINATION RAIN AND 4. ALL PIPING IN EXTERIOR WALLS TO BE OVERFLOW DRAIN UP INSTALLED ON WARM SIDE OF INSULATION. M Consulting Engineers i o �e �r�S�o ��ad 0.S Pe. Stc. 1 01.12-x•2.2 2007 S.E. Ash St. 5. UNIT FIXTURE BRANCH PIPING IS 1/2- F I Portland, OR 97214 UNLESS NOTED OTHERWISE. Cour. b:ned Sy g{�w.s O.P•$.0 • /� PHN: (503) 234-0548 rZ FAX: (503) 234-0677 INC.WWW.MFIA-ENG.COM CONTACT: Bryan Gregory CONSULTANT I I I I I 1 HB-1 I I I d STAIR 2 HB-1 J 4-121 UP Z UNIT 3 BED UNIT 2 BEDr=mmm I UNIT 1 BED - UNIT 2 BED - I UNIT 1 BED --- I UNIT3 BED LU TYPE A TYPE A 4-101 4-103 4-109 ( i 4-111 — 4-105 4-107 ' --- _ � WCO KS-1 8 - 3 5 O CW-1 1 1 C/)- r_AC IrH � CL ( r J --- --- ----- BT-1 BT 1 ' 7E&I - I I WC-2 0 ( I 3 WC-1 WC-1 FK S- ,�� CW-1 WH-1 WC-1 KS-2 - KS-2 \� CW-1 '-1 _ © W I J z W I I 5 V-1 6 5 _ v-1 BT I 9 W I I j Z , Q 1 0 - N W WC-2 I © i I C14J g 2 1/2 DCW 2 1/2" DC 4" DCW------ --- 4" DC -- 3" DCW -- - --- W 2 1/2" - 2 1/2" DCW-----r------ 2 1/2" DCW � 0 - RIDOT----- 1 W Y 2 _ - I 6.0 1 t1 �12>\ 13 4- I 2 - - I 7 1 8 - 4-113 I 2 - - 8 3 --- - 3 4 — I - - - N O Z j I I `,,x; I O W t 1 LV-1 2 = Q — 0 j _2 I jl 2 I 3 2 ' 4 2 5 I 2 II j C� E5 I WH-1 I 4 WC- 3 ' I , j j 1 I I I ' ' I I 1 BT-2 L 3 ------- ------- TITLE 0 0 I I , ----------- 4 ' j -- ---------- I L HI BT-2 I I I 1 -- 8i WCO # DATE DESCRIPTION 5 1 WCO KS-2 CW-1 I I ___ UNIT 3 BED - __ 3 3 TYPE A 1 ( I ( I UNIT 6.0 D I UNIT 2 BED I UNIT 1 1BED I I UNIT 1 BED I UNIT 3 BED 5 4-102 - DP-__- 4-104 4-106 4 108 I 4 110 I 4 112 STAIR 1 ' HB-1 I 4-114 r I 6.0 I I I HB-1 L�.p - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - -- 4 - - -- - - - - - - 4 - - - - - - - - - - - 4 - - - - REVISIONS 4 4 4fl ON-1 ON-1 ( ON-1 I ON-1 ON-1 I BKG JILT I 6.0 I , I DRAWN BY CHECK BY PERMIT SET STATUS 4. 1 4.2 4.3 4.5 4.7 4.9 4. 1 . 1 04.18.18 DATE 17052 1 LEVEL 1 PLUMBING PLAN PROJECT NUMBER 4-2.�� SCALE: 1/8" = 1'-0' P4 -2 . 01 ©2017 OTAK, INC. d LL If this Brewing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. Of Otak Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 4-18-18 PR W 14,5 GENERAL NOTES KEY NOTES 4 ��Gty 2G j9B9 1. WORK SHALL COMPLY WITH CURRENT O1 1 1/4" DCW TO UNIT AND 1 1/2" PS C. TOR�� OREGON PLUMBING SPECIALTY CODE. DCW UP TO FLOOR ABOVE EXPIRES: 30JUN18 2. COORDINATE INSTALLATION WITH OTHER O2 1" DCW TO UNIT AND 1 1/4" DCW TRADES. UP TO FLOOR ABOVE STAMP 3. SEE TYPICAL UNIT PLANS FOR FIXTURE O3 3' RADON VENT UP TO ROOF BRANCH PIPING 4. ALL PIPING IN EXTERIOR WALLS TO BE ® O COMBINATION RAIN AND INSTALLED ON WARM SIDE OF INSULATION. OVERFLOW DRAIN ON M Consulting Engineers F 2007 S.E. Ash St. 5. UNIT FIXTURE BRANCH PIPING IS 1/2" I Portland, OR 97214 UNLESS NOTED OTHERWISE. illl111 PHN: (503) 234-0548 FAX: (503) 234-0677 INC.WWW.MFIA-ENG.COM CONTACT: Bryan Gregory CONSULTANT I I I I 1 I I I I 4.A - - - - - - - - - - - - - - z CIO ' 1 STAIR 2 ' � Q 4-221 I Z UNIT 3 BED I UNIT 2 BED I UNIT 1 BED I UNIT 2 BED ( UNIT 1 BED -DN UP UNIT 3 BED W Z 4 201 4-203 I 4-205 i 4 207 i 4 209 i i 4-211 G mm 75 KS-1 I --, 1 I 5 I --, I I N G CW-1 3 CW-11 ; 3 LL J O o ; I � 4 I � � I I r--------- BT-1 BT 1 a Q N I KS-1 �� CW-1 WH-1 W -1 I © WH-1 ' 2 © 3 ♦^ DRAG v♦ w I . 1 C-1I Q LV- 1 LV-1 , 5 I — 4-U24 Q m W I . m ~ N J ' p L I �' N 2 — � -- - 2 I CORRIDOR ' — 3— � 4 - - - - - - W w CC rn � 2 7 I 8 I 1 I Y 1 12 4 I 9 4-213 I N Q Z 11 I 6 I z0 J 14r3 I " 4 Q ' 2 I / `� p �13 I 4 2.16 I 2 I 2 I 2 I 4 2 I 5 I 2 I co m I 2 1 � TITLE I I 1 # DATE DESCRIPTION O 5 I L_ L_- 5 1 3 UNIT 3 BED 5 I UNIT 1 BED 3 UNIT 2 BED I UNI 1 1 BED I UNIT 2 BED I UNIT 3 BED 4-202 UP DN I I 4-206 I 4 208 i ' 4 210 ' 4 212 1 ST, IRI 4-214-- ----' Id 4, p — - — - — REVISIONS BKG JILT DRAWN BY CHECK BY PERMIT SET STATUS 04.18.18 DATE 1 LEVEL 2 PLUMBING PLAN 17052 PROJECT NUMBER K�v 1419 SCALE: 1/8" = 1'-0" P4-2 . 02 ©2017 OTAK, INC. d LL If this drawing is not 24"x 36", it has been reduced/enlarged Scale accordingly. Otak Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 4-18-18 W 14,5 r GENERAL NOTES KEY NOTES Lty 2G ,q89 1 1. WORK SHALL COMPLY WITH CURRENT 01 1/4" DCW TO UNIT AND 1 1/4" FS �. OREGON PLUMBING SPECIALTY CODE. DCW UP TO FLOOR ABOVE EXPIRES: 30JUN18 2. COORDINATE INSTALLATION WITH OTHER Q2 1" DCW TO UNIT AND 1" DCW UP TRADES. TO FLOOR ABOVE STAMP 3. SEE TYPICAL UNIT PLANS FOR FIXTURE Q3 BRANCH PIPING 3" RADON VENT UP TO ROOF 4. ALL PIPING INEXTERIOR WALLS TO BE ® 4" COMBINATION RAIN AND INSTALLED ON WARM SIDE OF INSULATION. OVERFLOW DRAIN DN 1V1� /r g Consultin Engineers sneers 2007 S.E. Ash St. 5. UNIT FIXTURE BRANCH PIPING IS 1/2" FI Portland, OR 97214 UNLESS NOTED OTHERWISE. PHN: (503) 234-0548 L-1 FAX: (503) 234-0677 INC.WWWAFIA-ENG.COM CONTACT: Bryan Gregory CONSULTANT Cn 2-7 I I I I I I I t I I I ID I STAIR 2 I ~~ � UNIT 3 BED I I UNIT 1 BED i I UNIT 1 BED 1 DN UNIT 3 BED W Z 4 301 UNIT 2 BED I 4-305 I UNIT 2 BED I 4-309 I I 4-311 m 1 4-303 1 4-307 1 ���// 75 K$-1 CW-1 I --, 3 CW-1I 5 I -- 3 © Q J J ------------ ----- ---- ------------------ -- I I I \ 4 I I I I I i M --, --------� i BT-1 BT 1 i I '� - � I I � - � �\ 1 © \ I I © I 1 Z KS-1 CW-1 WH-1 W —1 —1 2 4-U34 i i o W W —1 I '� I 1 C-1 I 5 I I Q M w I ! 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WORK SHALL COMPLY WITH CURRENT O1 1 1/4- DCW TO FLOOR BELOW ,y O4y 2 +e°e OREGON PLUMBING SPECIALTY CODE. FS t. TORN O2 1" DCW TO FLOOR BELOW 2. COORDINATE INSTALLATION WITH OTHER IEXPIRES: 30JUN18 TRADES. O3 3" RADON VENT UP TO ROOF STAMP 3. SEE TYPICAL UNIT PLANS FOR FIXTURE 4" COMBINATION RAIN AND BRANCH PIPING OVERFLOW DRAIN DN 4. ALL PIPING IN EXTERIOR WALLS TO BEIlot .17- .2.2 .2 INSTALLED ON WARM SIDE OF INSULATION. Tq be i hS�ollc� 0 5 P 5. UNIT FIXTURE BRANCH PIPING IS 1/2" Coy^bin.J - ' ` Consultin.E gAshgineers UNLESS NOTED OTHERWISE. F I PPortland, OR 97214(503) 234-0548 ' AFAXX: (503) 234-0677 INC.WWW.MFIA-ENG.COM CONTACT: Bryan Gregory CONSULTANT ° Cl) z UNIT 3 BED I I UNIT 1 BED I Z 4 401 UNIT 2 BED I UNIT 1 BED i UNIT 2 BED i DN UNIT 3 BED 4-409 4-411 cI''"I 4-403 I 4-405 I 4-407 I I I 0 G zz � 1 1 � � 1 -- i 3 ' S ' i 3 ' o I1� ♦- 8 I II 1 . I I - Q � J i < 4 i I J --; JI - JI I 3 2„ V V V © Q 0I < I . I 5 2 > V 6 1 9 i . I I � oLU ♦ Z Q ce W O i ' < i i © O i < i i i i I � (V J - - — - - — - - - — - — - 2 4" VTR 1 2 I 4 CORRIDOR 3 3„ V I 3,. V 2 3., V� 3„ I 6 3 I 2„ 3„ 3„ 3„ 1 I Cr 3„ 3„ 3„ 2„ I 3 3,. V 3 3" V 3" 6 3 W LLI i 4" VTR 1 , 4-413 3 i 3 , , Y 4.0 - - - - - — - - - � - - - - - - - LL N 0 z . . i W :D < I LEV I I 2 I 2 I 2 ;; 2 5 4 = = Q i 4416 I z < 4 3: (D ZD l i 2" V V U) i- m V 2" V ' > I I I 4 I -- I TITLE 1 ------- > i 5 i L I L I 5 1 # DATE DESCRIPTION UNIT 1 BED 3 UNIT 2 BED UN 1 1 BED 3 UNIT 2 BED UNIT 3 BED I I I I I I UNIT 3 BED , DN , 4-404 4-406 4-408 , 4-410 4-412 4-402 STAIR 1 ' 4-414 I I REVISIONS 4 4 i I 4 I 4 4 I 4 i 4 BKG JILT DRAWN BY CHECK BY PERMIT SET STATUS 04.18.18 DATE 1 LEVEL 4 PLUMBING PLAN 17052 4-2,04 SCALE: 1/8 = 1'-0" PROJECT NUMBER P4-2 . 04 ©2017 OTAK, INC. d LL If this drawing is not 24"x 36",it has been reducedlenlarged. Scale accordingly. o' Otak �,40#A"*e ► Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 418-18 D PNOF���� W 14,5 r GENERAL NOTES KEY NOTES 1. WORK SHALL COMPLY WITH CURRENT O1 3' RADON VENT THROUGH ROOF t) 26. j9s9 OREGON PLUMBING SPECIALTY CODE. t. TOR!! 2. COORDINATE INSTALLATION WITH OTHER EXPIRES: 30JUN18 TRADES. STAMP MConsulting Engineers 2007 S.E. Ash St. AI Portland, OR 97214 PHN: (503) 234-0548 FAX: (503) 234-0677 INC.WWW.MFIA-ENG.COM CONTACT: Bryan Gregory CONSULTANT I I I I I I I I I I I I I I I I I I I I I I I I i I i it I i I r/ 'I I ! IFz- f Z J I W II I I � � cem~ m ® I ® I® I ® I® > I ® Q J J Q 0 O I I I I II Q < N C:) — — — — - - — — — — — — — — — — — — — — — — — — — — ——— — — — — — ——— — — — — — I — — — — — — — — — — — —I— — — — — — — — — — — — — — — — — — I— — — — — — — — — — — — — I— — — — — — — — — — — — — — — — — — — — — — — —— — — — I L1.1 w I I UL Y o z 4.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N _ i I I i5 Lli = Q o-' U) F- m �..—..—.. _..—.. � ® i ® i ® I ® i � TITLE I I I # DATE DESCRIPTION ® I I I � I I RD-1 QQ Rr D-1 ----- RD-1--------- RI Q Q r------------------ RD-1 Q RD-1 Q Q RD-1 OD-1 Q I Q OD-1 OD-1 Q I OFOID 1] I 1QI —1 Q I Q FOD 1] REVISIONS BKG JILT DRAWN BY CHECK BY PERMIT SET STATUS 04.18.18 DATE 1 ROOF PLUMBING PLAN 17052 4-2.05 SCALE: 1/8" = 1'-0" PROJECT NUMBER P4-2 . 05 ©2017 OTAK,INC. If this Brewing is not 24"x 36", it has been -� reduced/enlarged. Scale accordingly. Otak �Am##A*"f ► Otak Architects, Inc 808 SW 3rd Ave, Suite 300 1 1/2" V SEE P2.04Portland, OR 97204 FOR CONTINUATION V SEE P2.0Phone 503.287.6825 2" V SEE P2.04 2 ' V SEE P2.04 2" V SEE P2.04 FOR FOR CONTINUATION FOR CONTINUATION FOR CONTINUATION FOR CONTINUATION Fax 503.415.2304 \ 4-18-18 LV-t W 14,5 KS-1 IN CW-1 r \`\ WC-1 BT-1 r`0 2G %%%q 1 2" V 1 1/2 ' V 2" V �s t. T 09 `W Fp�RTy \, 2 V `\FQ��Ty 2.. V �` RTy � 2 , �Fo pRTy F EXPIRES: 30JUN18 \ y ,IN2 W .£�� .FSO 3.. W `£!p \ C�QO �Q�R STAMP \ KS-1 pR LV-1 OR OR 1 1/2" W R CW-1 \ WC-1 BT-1 •\\\ M Consulting Engineers 2007 S.E. Ash St. F I Portland, OR 97214 2" V \Tye p Tye " Ty�R 2" V •`.Ty�R 2" V 2" W\Ty�Rp F /� PHN: (503) 234-0548 'IN2 W .R\ F RO F 2 V 3„ W I F O F \< rl FAX: (503) 234-0677 `\\ ��OR 2 W �QO,Q ��OQ 2 w �QO,Q ��R 1NC.WWW.MFIA-ENG.COM CONTACT: Bryan Gregory LV-1 KS-1 1 \ CW-1 CONSULTANT BT-1 WC-1 IN 1 1/2- V 1 1/2" V1 1/2" V \\`\ 2" V 2.\W �Q�p £ \\` 2" w Q%ko £ \ 2" v �Qyp £ 2" �kQ%ko £ 2" (ppR CppR3 W Cp9R CQpR ppR " V-1 L2 W " 2" W KS-1 2 W `\\ 4" W BT-1 2 W CW-1 WC-1 �Q'q �ppQ \\�ppR \,Zpp8 ppb NOTE: DRAINAGE CONNECTIONS SHALL NOT BE MADE INTO A NOTE: DRAINAGE CONNECTIONS SHALL NOT BE MADE INTO A NOTE: DRAINAGE CONNECTIONS SHALL NOT BE MADE INTO A DRAINAGE PIPING SYSTEM WITHIN 8 FT OF ANY VERTICAL TO DRAINAGE PIPING SYSTEM WITHIN 8 FT OF ANY VERTICAL TO DRAINAGE PIPING SYSTEM WITHIN 8 FT OF ANY VERTICAL TO HORIZONTAL CHANGE OF DIRECTION OF A STACK CONTAINING A HORIZONTAL CHANGE OF DIRECTION OF A STACK CONTAINING A HORIZONTAL CHANGE OF DIRECTION OF A STACK CONTAINING A SUDS- PRODUCING FIXTURE. SUDS- PRODUCING FIXTURE. SUDS- PRODUCING FIXTURE. EXCEPTION: STACKS RECEIVING THE DISCHARGE FROM LESS THEN 3 EXCEPTION: STACKS RECEIVING THE DISCHARGE FROM LESS THEN 3 EXCEPTION: STACKS RECEIVING THE DISCHARGE FROM LESS THEN 3 STORIES OF PLUMBING FIXTURES. STORIES OF PLUMBING FIXTURES. STORIES OF PLUMBING FIXTURES. 1 RISER " 1 " TYPICAL ( DFU 8 2 RISER " 2" TYPICAL ( DFU 4) 3 RISER " 3" TYPICAL ( DFU 12 4 RISER " 4" TYPICAL ( DFU 8) 5 RISER " 5" TYPICAL ( DFU 12) 5.01 NO SCALE 5.01 NO SCALE 5.01 NO SCALE 5.01 NO SCALE 5.01 NO SCALE H 2" V SEE P2.04 1 1/2" V SEE P2.04 1 1/2" V SEE P2.04 Z FOR CONTINUATION FOR CONTINUATION 2" V SEE P2.04 2" V SEE P2.04 FOR CONTINUATION FOR CONTINUATION FOR CONTINUATION W `� C/) LV-7e 1 LV' I..t. t— 0 o Q U) � J aBT-1 J WC-1 WC-1 Q 2" V 1 1/2„ V IN 2 V 1 1/2" V \ All 3" W Fp�QTy 1 1/2" W Fp�RTy \Fp�RTy 2" V `\Fp�RTy / \N- y V/ a M w ,FOO 3" W \£BOO \\F� O 1 1 2" W RT £<OO Q U) .� p .� N LV-1 R R 1 1/2„ W `R LV\1 \R U) W LU WC-1 WC-1 BT-1 L Y_ O Z N m Th 1/2" V W � � 2 V 3 W /Rp ,Ty�R p 2" V " Ty��p 2" V Ty�,Q p \\ Yi,Qp = = Q F`l pOR 2" W ��OOR 3 W `FLOOR 2" W `F�pOR 2" W �(OOR C� J H— cn a- LV-1 LV-1 \`\ WC-1 BT-1 TITLE ` WC-1 ` 1 1/2- V # DATE DESCRIPTION 2" v pp�p £ 2" w �Qp�'p �pp�'P 2" W�Qp�'p F \\ 2' w C ppb 3.. W £�ppR 3" W BT-1 LV-1WC-1 IN TT-1 \`\ \\ IN REVISIONS £4p F( p� ppc4 ppb ppR ppb BKG JILT NOTE: DRAINAGE CONNECTIONS SHALL NOT BE MADE INTO A DRAWN BY CHECK BY DRAINAGE PIPING SYSTEM WITHIN 8 FT OF ANY VERTICAL TO HORIZONTAL CHANGE OF DIRECTION OF A STACK CONTAINING A PERMIT SET SUDS- PRODUCING FIXTURE. STATUS EXCEPTION: STACKS RECEIVING THE DISCHARGE FROM LESS THEN 3 STORIES OF PLUMBING FIXTURES. 04.18.18 DATE 6 RISER " 6 " TYPICAL DFU 13 7 RISER " 7" TYPICAL DFU 3 8 RISER " 8" TYPICAL DFU 9 ) 9 RISER " 9 " TYPICAL DFU 11 10 RISER " 10" TYPICAL DFU 5 17052 5.01 NO SCALE 5.01 NO SCALE 5.01 NO SCALE 5.01 NO SCALE 5.01 NO SCALE PROJECT NUMBER P5 . 01 - ©2017 OTAK,INC. LL If this drawing is not 24"x 36",it has been w reduced/enlarged. Scale accordingly. of Otak �Amwj*"' ► Otak Architects, Inc 808 SW 3rd Ave, Suite 300 1 1/2" V SEE P2.04 Portland, OR 97204 2" V SEE P2.04 FOR CONTINUATION 2" V SEE P2.04 Phone 503.287.6825 FOR CONTINUATION FOR CONTINUATION Fax 503.415.2304 G1 N F���� LV-7 w 14,5 r BT-1 WC-1 y o�y 2& �esq 1 1/2- V fs C. T ORw ` F F 2" V FI EXPIRES: 30JUN18 \ W 0 O 2 V �(iRTy 1 1/2" LRT!Y �RTy 3" W \F�pp STAMP 1 1/2" W R LV-1 R \R BT-1 WC-1 M Consulting Engineers 2007 S.E. Ash St, IPortland, OR 97214 "2" V2" \Ty�RO <p 2" W \Ty�RO <p 2\ V 3" \Ty�RO <p /� PHN: (503) 234-0548 F F \F rl FAX: (503) 234-0677 `pR `pR , INC.WWW.MF[A-ENC.COM LV-1 CONTACT: Bryan Gregory CONSULTANT BT-1 \\ WC-1 \ \ 2" W �Qyp �(p 2" WQQyp FSP \ 2" V .. 3W �Q�P C`(Q0 pt4 3" W QR LV-1 3" W WC-1 LV-1 NOTE: DRAINAGE CONNECTIONS SHALL NOT BE MADE INTO A DRAINAGE PIPING SYSTEM WITHIN 8 FT OF ANY VERTICAL TO HORIZONTAL CHANGE OF DIRECTION OF A STACK CONTAINING A SUDS— PRODUCING FIXTURE. EXCEPTION: STACKS RECEIVING THE DISCHARGE FROM LESS THEN 3 STORIES OF PLUMBING FIXTURES. 1 RISER " 11 " TYPICAL ( DFU < 2 RISER " 12" TYPICAL DFU 6 ) 3 RISER " 13" TYPICAL ( DFU 10) 5.0 NO SCALE 5 O NO SCALE 5 O NO SCALE v Z CW G o aU) J Q Q a � cn o M w U) J U) ti W ll� 0" CD LU af LL Y 0 z N m WD of 2 _ 3� (D N U) l- TITLE # DATE DESCRIPTION REVISIONS BKG JLT DRAWN BY CHECK BY PERMIT SET STATUS 04.18.18 DATE 17052 PROJECT NUMBER P5002 ©2017 OTAK,INC. w If this drawing is not 24"x 36", if has been w reduced/enlarged. Scale accordingly. 0r Otak Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 4-18-18 VENT FLASHINGG 1 Af �f�� ROOF `J 14,5 r ✓(�<Y 2& jqbs 1 4" DOMESTIC TO FIXTURES 1. T0?, VENT FITTING BELOW I EXPIRES: 30JUN18 4" CW TO BLDG COUNTERTOP SHALL BE LONG RADIUS STYLE TO VENT STACK STAMP PRESSURE SINK KEEP AS HIGH AS POSSIBLE TOP OF COUNTER GAUGE PRESS. GAUGE - - - - -- WALL INTERIOR WALL 01 M Consulting Engineers F 2007 S.E. Ash St. I� 3" DWV PLUMBING PIPE , I Portland, OR 97214 3/4" RISER DRAIN WITH y���/�`111 PHN: (503) 234-0548 FAX: (503) 234-0677 INC.WWW.MFIA-ENG.COM HOSE CONNECTION. 1 1 2 VENT CONTACT: Bryan Gregory 3" BY-PASS CONCRETE SLAB RISER AS SIZED PRESSURE REDUCING BALL VALVE CONSULTANT ON PLAN. VALVE 1/2" CW & HW BALL VALVE N.C. UNION TEE ' u BUILDING SHUT OFF o PRESSURE REDUCING VALVES WITH INTEGRAL STAINLESS STEEL STRAINERS. SET LARGER 100 GPM CLEAN-OUT�� MIN 6 MIL. POLYETHYLENE PRV AT 106 PSI TO 65 PSI. AND FLOOR CONTINUOUS MEMBRANE SMALLER 80 GPM PRV AT 106 PSI AGGREGATE BASE I LE TO 75 PSI. 3" PLUMBING TEE 4" CW MAIN - WASTE LINE NOTE: PROVIDE ONE VENT PER 2000 SF OF CONTINUOUS BUILDING SUB-SLAB AREA. 1 DOMESTIC WATER RISER ('lq' DOUBLE PRV PIPING DETAIL 2 PENINSULA FIXTURE 3 RADON VENTING P6,01 NOT TO SCALE P6.01 NOT TO SCALE P6.01 NO SCALE P6 01 NOT TO SCALE COLD WATER MANIFOLD MOUNTED IN STRUCTURE EXPANSION ABOVE CEILING TANK BRANCH LINES TO FIXTURES Uj FLANGE ANCHORED RAIN DRAIN UNIT SHUTOFF TO WALL VALVE m I \r \_ HOT WATER MANIFOLD COLD WATER LINE MOUNTED IN STRUCTURE � FROM ABOVE SEE PLAN ABOVE CEILING a J lig Q PRESS.-TEMP. Q _J OVERFLOW SPOUT RELIEF VALVE (12" ABOVE GROUND) V��//�� n Z Q 2" DISCHARGE FLOOR SLAB i ~ < N W GATE VALVE, CONNECT TO 4" W J WALL 1E d7 CHECK VALVE i W_ Y 0 z SEISMIC STRAP WATER HEATER DRAIN PAN LL" z Q m M - LUZE MOUNT WH ON 6" TALL PLATFORM _ < ELEVATOR PIT SP-1 GROUND LINE 3/4" DRAIN TO /- AS REQUIRED TO PERMIT DRAIN PAN J ELEVATOR SUMP PUMP EXTERIOR DRAINAGE TO EXTERIOR. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION TITLE 4 ELEVATOR SUMP PUMP 5 OVERFLOW MOUNTING DETAIL 6 UNIT WATER HEATER # DATE DESCRIPTION !W-0 NO SCALE P6.01 NOT TO SCALE P6 01 NOT TO SCALE REVISIONS BKG JILT DRAWN BY CHECK BY PERMIT SET STATUS 04.18.18 DATE 17052 PROJECT NUMBER P6101 ©2017 OTAK, INC. UL d If this drawing is not 24"x 36",if has been reducedlenlarged. Scale accordingly. of