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PLM2018 -00191 Otak kk PLUMBING LEGEND PLUMBING CONNECTION SCHEDULE Pressure drop calculations (PSI) per UPC Appendix A Otak Architects, Inc MARK FIXTURE W V CW HW REMARKS RECEIVE 808 SW 3rd Ave, Suite 300 BT-1 BATH TUB 1 -1/2" 1 -1/2" 1/2- 1/2- Initial pressure 100 Portland, OR 97204 AFF ................................... ABOVE FINISHED FLOOR — - - — (DCW) DOMESTIC COLD WATER 6" service to 30 ft 560 m 2 si/100 ft -0.6 APR 2 3 2018 Phone 503.287.6825 ARCH ••••••........................••••• ARCHITECTURAL BT-2 BATH TUB 1 /2„ 1 /2 1/2 1/2 ADA, GRAB BARS Water meter 6” @ 560 m -4 CITY OF i►CARD 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 BUILDING DIVISION BTU ...•...•..•.....•••.......••••.•... BRITISH THERMAL UNIT " 4-18-18 CAP. ................................... CAPACITY — — — — — - (FND) FOUNDATION DRAIN HB-1 HOSE BIB 3/4 NON-FREEZE WITH VACUUM BREAKER 6" main service 5 �E0PROF 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. 3 si/100 ft. -1 c��� 1 N Ir COMP. ••••••........................••••• COMPARTMENT (SAN) BELOW GRADE WASTE KS-1 KITCHEN SINK 2" 1-1/2" 1/2" 1/2" SINGLE COMPARTMENT WITH DISHWASHER Interior piping 275ft max. 8 si/100 ft. -22 w 145 CONT. ••••••........................••••• CONTINUATION Elevation 61 ft .43 psi/ft) -26 CU. ••••••........................••••• CUBIC (SAN) ABOVE GRADE WASTE KS-2 KITCHEN SINK 2" 1 -1/2" 1/2" 1/2" SINGLE COMPARTMENT WITH DISHWASHER, ADA DIA. ••••••••••••••••••••••••••••••••••. DIAMETER Minimum pressure at remote fixture -20 ELEV. ELEVATION —V V— (V) VENT WC-1 WATER CLOSET 3" 2" 1/2" FLOOR MOUNT, TANK TYPE Available excess ressure 17.4 L✓O�Yze �ee9 FD ................................... FLOOR DRAIN WC-2 WATER CLOSET 3" 2" 1/2" FLOOR MOUNT, TANK TYPE, ADA FS 1. TOR�r FDC ••••••........................••••• FIRE DEPARTMENT CONNECTION RD (RD) RAIN DRAIN SP-1 SUMP PUMP 2" 50 GPM, 1/2 HP, ELEVATOR SUMP EXPIRES: 30JUN18 F.F. ••••••........................••••• FINISH FLOOR FLG. ••••••........................••••• FLANGE OD (OD) OVERFLOW RAIN DRAIN FD-1 FLOOR DRAIN 3" VL SIOUX CHIEF FT ................................... FOOT / FEET FDC (FDC) FIRE DEPARTMENT CONNECTION RD-1 RAIN DRAIN 3" STAMP G ••"......••••"•"'••"•"'•"•••• GAS OD-1 OVERFLOW RAIN DRAIN 3" GA. ................................... GAUGE F F FIRE WATER GALV. ..••--•••••-••-•-••••••.•••••• GALVANIZED O 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 ................................... HORSEPOWER2007 S.E. kW ................................... KILOWATT .................... PRESSURE/TEMP RELIEF VALVE CO CLEAN OUT FI Portland, ORh97214 LAV •.................................. LAVATORY Ill BUTTERFLY VALVE WCO WALL CLEAN OUT ri FAX: (503)234-0) 548 LBS ................................... POUNDS 77 MAX. •...."'•"'•"'""•"""'""... MAXIMUM V.L. - VENTED LINE INC.WWWAFIA-ENG.COM MBH ................................... THOUSANDS OF BTUs PER HOUR l ............•••••• GAS PRESSURE REGULATING VALVE CONTACT: Bryan Gregory MIN. ••••••......••"............••"••' MINIMUM ...................• PIPE TURNED UP, PIPE TURNED DOWN CONSULTANT M.J. ••••••..................••'••"'••' MECHANICAL JOINT N.I.M. ............••"......'••"'•"'... NOT IN MECHANICAL -tom- ..................• GATE VALVE PROT. ................................... PROTECTION PLUMBING CALCULATIONS BLDG 2 PRV ................................... PRESSURE REDUCING VALVE .................... BALL VALVE DOMESTIC WATER SERVICE SANITARY WASTE SERVICE PSI, PSIG ••••••........................••..• POUNDS PER SQUARE INCH P/T ................................... PRESSURE / TEMPERATURE --IL6. .-............••. BALANCING VALVE REQ'D '.................................. REQUIRED FIXTURE TYPE NUMBER WATER TOTAL TOTAL CW TOTAL HW DRAINAGE TOTAL TYP. ••••"""""••""'•""-....... TYPICAL . ............•••••• CHECK VALVE OF FIXTURES FIXTURE WSFU FIXTURE FIXTURE FIXTURE DFU VTR '••••••'••"..................••••• VENT THROUGH ROOF UNITS UNITS UNITS UNITS WC ................................... WATER CLOSET UNION �-- ••-------••-------• DOUBLE CHECK ASSEMBLY BATHTUB or COMBO BATH/SHOWER 48 4 192 144 144 2 96 a CLOTHES WASHER 48 4 192 144 144 3 144 0 X ............••••• ' EQUIPMENT MARK NUMBER I .................... CAP KITCHEN SINK (GRINDER & DISHWASHER) 48 3 144 108 108 2 96 W .................. LAVATORY(SINGLE) 48 1 48 36 36 1 48 XXX ..................•• FIXTURE MARK TEE RECEPTOR (ELEVATOR WASTE) 1 0 0 0 0 100 100 _ - ....... ELBOW RECEPTOR (INDIRECT WASTE) 1 --- -- - 1 1 w ® .................... NOTE WATER CLOSET(1.6 GPF TANK-PRIVATE) 48 2.5 120 120 0 3 144 0 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 -- I t TOTAL 248 703.5 559.5 432 629 GPM 162 WASTE SIZE 6 PLUMBING CALCULATIONS 1 BATH I- DOMESTIC WATER SERVICE SANITARY WASTE SERVICE Z W - - W J PICTURE TYPE NUMBER WATER TOTAL TOTAL CW TOTAL HW DRAINAGE TOTAL OF FIXTURES FIXTURE WSFU FIXTURE FIXTURE FIXTURE DFU 0 UNITS UN[TS UNITS UNITS �/ LIJ BATHTUB or COMBO BATH/SHOWER 1 4 4 3 3 2 2 U o CLOTHES WASHER 1 4 4 3 3 3 3 Q (f) a KITCHEN SINK (GRINDER& DISHWASHER) 1 3 3 2.25 2.25 2 2 —I J LAVATORY(SINGLE) 1 1 1 0.75 0.75 1 1 Q z WATER CLOSET(1.6 GPF TANK-PRIVATE) 1 2.5 2.5 2.5 0 3 3 ♦Q z TOTAL 5 14.5 11.5 9 11 V♦ m Z M GPM 11 WASTE SIZE U) WLU rn L.L N o z_ W � 0 _ < U) F m TITLE # DATE DESCRIPTION CITY OF TIGARD �{ Approved............................... [�J Conditionally Approved.............. [ ] See Letter to: Follow.................. [ ] Attached................ [ ] Permit Number: ?L.�ao _� [ Address S. I By: Date: ti-IA-19 lCLI,-A� 2 REVISIONS BKG JILT DRAWN BY CHECK BY PERMIT SET STATUS 04.18.18 DATE 17052 PROJECT NUMBER P0 . 01 ©2017 OTAK, INC. d LL If this drawing is not 24"x 36",if has been reduced/enlarged. Scale accordingly. K Otak Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 4-18-18 GENERAL NOTES KEY NOTES ��DPRI 1. WORK SHALL COMPLY WITH CURRENT O1 CONNECT 2" ELEVATOR SUMP PUMP vS��G1 N�� OREGON PLUMBING SPECIALTY CODE. TO 4" CONNECTION w 14'5 r 2. COORDINATE INSTALLATION WITH OTHER O2 3" RADON VENT UP TO ROOF TRADES. 2& 19b9 O3 FS �. TOR�AE 3. SEE TYPICAL UNIT PLANS FOR WASTE PROVIDE 3" HUB DRAIN FOR FIRE SPRINKLER DRAIN RISERS. EXPIRES: 30JUN18 4. ALL PIPING IN EXTERIOR WALLS TO BE INSTALLED ON WARM SIDE OF INSULATION. STAMP 5. PROVIDE TRAP PRIMER ON HUB DRAIN. MConsulting Engineers 2007 S.E. Ash St. AI Portland, OR 97214 PHN: (503) 234-0548 FAX: (503) 234-0677 INC.WWWAFIA-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 - - - - - - - - - ' - - - - - -t-4" FND- - - - - - - - - - - - - - _ _ _ - - - - - - - - - - - Z STAIR 1 LII I i 11 I I I I — - - - I 2-115 I - - - - - I - - - - - - I UP I I UNIT 1 BED - I i �• Z I UNIT 2 BED UNIT 1 BED I --_ ' UNIT 1 BED ' UNIT 1 BED TYPE A I UNIT 2 BED I — 2101 I 2-103 I ___ 2105 I 2107 I 2109 I 5 2-111 D w 5 , 8 8 I I � , 2 I i I I 5 0V) O QA Q I I I ELM I I I L- Z J 0 a I N ¢ I a ¢ 4 ' I I Ii J Q N x '� I 4 3 ' I SP-1 6.0 i i \` I i i l p I I I 0 Z SAN 6" SAN 6" SAN CID - - - - Q M 0 - - - _ CD I 7 4 N U- I6" SAN —6" SAN I 4" SAN 4" 12 —+0 I ti 2.0 - - - - - - - - - - - - - - - - - - - - — — — - - - - - - W 0) c� i I CC O I I I I I I I O I Y � Ur , I I I I I , , � `/ I I , , I , I IV O Z I ° 3 ' w ZjL1 � o I I I ' M I 5 W N - I I I I I ,o = = a - - I 6.D I 4 --------------- -- I p I I I Z I.E. 18 B LOW FF e I --� 2 TITLE I 2 I UNIT 1 BED - I I � -__ - I 1 BED I � - 2 I # DATE DESCRIPTION UNIT 2 BED I TYPE A I UNIT 1 BED I UNI 1 BED 2 110 I UNIT 2 BED - 2-102 2 108 ___ TYPE A 3 -- UP I 2-112 TAIR2 i �- - - - I - - - I I I II i II I I , I I , 2. D - - - - - - - - - - - - T- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - LiI REVISIONS BKG AT 4" DCW SEE IVIL ' ' DRAWN BY CHECK BY 4" FND SEE CIVILI I I I FOR CONTINUATION PERMIT SET , FOR CONTINUATION I , I 6° SAN SEE CIVIL I FOR CONTINUATION STATUS I.E.=4.3' BELOW FF 04.18.18 2. 1 2.2 2.32.5 DATE 17052 1 FOUNDATION PLUMBING PLAN PROJECT NUMBER —�,00 SCALE: 1/8" = 1'-0" P2m2m00- 2017 OTAK, INC. d If this drawing is not 24"x 36",it has been reducedlenlarged. Scale accordingly. Of Otak �Awd*"" ► Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 4-W18 W 14,5 r JIL- GENERAL NOTES KEY NOTES 1. WORK SHALL COMPLY WITH CURRENT O1 1. DCW TO UNIT AND 1 1/2- DCW S Y2 jeB�,F OREGON PLUMBING SPECIALTY CODE. UP TO FLOOR ABOVE t. TO EXPIRES: 30JUN18 2. COORDINATE INSTALLATION WITH OTHER O2 3" RADON VENT UP TO ROOF TRADES. STAMP O3 4" COMBINATION RAIN AND 3. SEE TYPICAL UNIT PLANS FOR FIXTURE OVERFLOW DRAIN UP BRANCH PIPING. 4. ALL PIPING IN EXTERIOR WALLS TO BE CJ INSTALLED ON WARM SIDE OF INSULATION. Node' j�gkall 0-5 Verses- 1101Cow.Ia""l Sys42a, -, 0,?-S.C . M Consulting Engineers 2007 S.E. Ash St. 5. UNIT FIXTURE BRANCH PIPING IS 1/2- W Portland, OR 97214 UNLESS NOTED OTHERWISE. � 234-0548 P� Ra-2-01 ` Pa-3, Pa-2-03 0I Pa-D-C4 --, cus er�.kf (Tfo� FAX: (503)) 234-0677 INC.WWW.MFIA-ENG.COM CONTACT: Bryan Gregory Over .�1«4; drw.� loc,x�rov.s t P� as- a.CiS S1tiow3 Sever. Re��- ar.cl Over }4:... CONSULTANT is it) I I I I I I I I I I I I HB-1 i I STAIR 1 I I I 2-115 I i I I ♦^ Q UP I UNIT 1 BED - I J UNIT 2 BED UNIT 1 BE I - - ' UNIT 1 BED UNIT 1 BED ' I UNIT 2 BED TYPE A I 2-1-0 T-1 1 2-103 i I ___ I 2-105 i 2-107 5 i I 2-109 I 2-111 W WCO KS-1 I r-- I --- I WH-1 5 I 1 WCO z CW-1 2 m I I 2 - CW-1 HB-1 LL Z) di i I I I 5I ' a �\ WH-1 I j ' W -1 i WC- - ( `. 4 KS-2 4 I 3 I I LV- I I .x LV-1 -- I I I Q I \` I Q I • i WC-22. 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D 3 - - - - 3 - - - - - HB-1 3 - - - - 3 3 - - - - 3 H 3 - - - - - - - - - - 3 - - - - - - ON-1 ON 11 I ON-1 �\ ON-1 ON-1 ON-1 I ON-1 ( ON-1 �/ / REVISIONS 6.0 I I I I I BKG JILT DRAWN BY CHECK BY PERMIT SET STATUS 04.18.18 2. 1 2.2 2.3 2.5 2.7 2.8 2.g 1 DATE 17052 1 LEVEL 1 PLUMBING PLAN PROJECT NUMBER 2_2.01 SCALE: 1/8" = 1'-0" P2 =2001_ ©2017 OTAK.INC. d LL If this drawing is not 24"z 36",it has been w reduced/enlarged Scale accordingy. 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 w 14JAL— ,5 r GENERAL NOTES KEY NOTES 1. WORK SHALL COMPLY WITH CURRENT 01 TO UNIT AND 1 1/4" DCW 4)'2& OREGON PLUMBING SPECIALTY CODE. UP TO FLOOR ABOVE Z. TO 2. COORDINATE INSTALLATION WITH OTHER O2 3" RADON VENT UP TO ROOF EXPIRES: 30JUN18 TRADES. O3 4" COMBINATION RAIN AND STAMP 3. SEE TYPICAL UNIT PLANS FOR FIXTURE OVERFLOW DRAIN DN BRANCH PIPING. 4. ALL PIPING IN EXTERIOR WALLS TO BE INSTALLED ON WARM SIDE OF INSULATION. M Consulting Engineers 5. UNIT FIXTURE BRANCH PIPING IS 1 2" 2007 S.E. Ash St. / F I Portland, OR 97214 UNLESS NOTED OTHERWISE. /� PHN: (503) 234-0548 �l FAX: (503) 234-0677 INC.WWW.MFIA-ENG.COM CONTACT: Bryan Gregory CONSULTANT I I i I I I I I 1 I I I I I STAIR 1 I I 2-215 I I I I I I I ♦^ Z UNIT 2 BED I UNIT 1 BED -UP DN UNIT 1 BED UNIT 1 BED I I UNIT 2 BED J 2-201 I 2-203 I I 2-205 I 2-207 I UNIT 1 2-206ED i 5 2-211 W I I I I I I KS—, r-- r-- r-- r-- 1 z D CW-1H CW-1 2 2 I I m -------------- - , I -- - I - - t 5 onU I J WC , © WH-1 I I a \ — , .` � I I 4 0 Ljj CQRRIDOR t t s 7 � - 1z -- I - - - - - - U) Q M W C j - - - 1 I t I t 2-213 I t I I t 4 1 I � —J _— I _ — _ — _ - - - - W LLI ♦� i O N I I 3 z IUL N 1 W 0 M N 5 I - © ; I ---- I I ---------------- I I t 4 --------------- I , I- U m �j 2 I --� --� ED 5 ' S TITLE z ' I 2 # DATE DESCRIPTION UNIT 2 BED I UNIT 1 BED I UNIT 1 BED i UNIT 1 BED i I 2 210 2-202 I 2-204 I 2-206 , 2-208 UNIT 2 BED DIN uP I 2 212 I I I STAIR 2 I I I I REVISIONS BKG JILT DRAWN BY CHECK BY PERMIT ET STATUS 04.18.18 2. 1 2.2 2.3 2.5 2.7 2.8 2.9 1 DATE 17052 1 L E VE L 2 PLUMBING PLAN PROJECT NUMBER 2-2 � SCALE: 118n = 1 —0 P2-2 . 02 ©2017 OTAK,INC. LL If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. of Otak �AaeAo" ► Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 4-18-18 vS� D PR At W 14,5 r GENERAL NOTES KEY NOTES 4Y2 A 9 1. WORK SHALL COMPLY WITH CURRENT 01 DCW TO UNIT AND 1" DCW UP S 4. TORw' OREGON PLUMBING SPECIALTY CODE. TO FLOOR ABOVE EXPIRES: 30JUN18 2. COORDINATE INSTALLATION WITH OTHER O2 3' RADON VENT UP TO ROOF TRADES. STAMP O3 4" COMBINATION RAIN AND 3. SEE TYPICAL UNIT PLANS FOR FIXTURE OVERFLOW DRAIN DN BRANCH PIPING. 4. ALL PIPING IN EXTERIOR WALLS TO BE M Consulting Engineers INSTALLED ON WARM SIDE OF INSULATION. 2007 S.E. Ash F I St. Portland, OR 9t. 5. UNIT FIXTURE BRANCH PIPING IS 1/2" /� PHN: (503) 234-0548 UNLESS NOTED OTHERWISE. �1 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 STAIR 1 2 315 I I I (n Q ' � J UNIT 2 BED I UNIT 1 BED UP DN- I UNIT 1 BED UNIT 1 BED I I UNIT 2 BED Z 2-301 I 2 303 I I 2-305 I 2-307 I UNIT 309 ED I 5 2-311 LU Z I I C KS-1 CW-1 I CW-1 2 i-- I i-- 2 i-- C m 1-771 Fc _ I I I I 5 I 1 Q J o _ � J d. W —1 WC — I4 3 Q C'7 Q -t I J , I LV-1 I I I 0 Ell - W♦^V♦— — Q M > Uj CpRRIDOR 1 I 1 6 7 1 I 12 - - I.- N J 1 I 1 ( 1 2-313 I 1 I I 1 4 1 I � I I I I cj� Cr) N w O W - - - - - - - - - - - - - - - LL_ Y o C� 'r� I I I I N I a M I I zo 0 I I w 13 W I I I I Q N II = Q J F- I I = (_D M0 US K\ . I I I 4 8 I --� --' 2 I --� I I --� 5 5 TITLE 1 2 I I I I gED I # DATE DESCRIPTION UNIT 2 BED I UNIT 1 BED i UNIT 1 BED i UNIT 1 BED I I I 2 2-310 2-302 I 2-304 � 2-306 I 2-308 UNIT 2 BED I I I IDN UP I I 2-312 ' I STAIR 2 I I I 2-314 I 33 3 3 3 I I 1 hr REVISIONS I I I I I I I 1 BKG JILT I I I I I I DRAWN BY CHECK BY PERMIT SET I I I I I I I I STATUS 04.18.18 DATE 2. 1 2.2 2.3 2.5 2.7 2.8 2.9 . 1 17052 PROJECT NUMBER 1 LEVEL 3 PLUMBING PLAN 2-2.03 SCALE: 1 8 = 11-011 P2-2 . 03 ©2017 OTAK, INC. UL d If this drawing 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 PN �Js �v 14,5 r GENERAL NOTES KEY NOTES c9 1. WORK SHALL COMPLY WITH CURRENT O1 1" DCW DN TO TO FLOOR BELOW �'FS C.2TOR�� ' OREGON PLUMBING SPECIALTY CODE. O2 3" RADON VENT UP TO ROOF I EXPIRES: 30JUN18 2. COORDINATE INSTALLATION WITH OTHER TRADES. O3 4" COMBINATION RAIN AND OVERFLOW DRAIN DN STAMP 3. SEE TYPICAL UNIT PLANS FOR FIXTURE BRANCH PIPING. 4. ALL PIPING IN EXTERIOR WALLS TO BE INSTALLED ON WARM SIDE OF INSULATION. M Consulting Engineers 2007 S.E. Ash St. 5. UNIT FIXTURE BRANCH PIPING IS 1/2- F I Portland, OR 97214 UNLESS NOTED OTHERWISE. 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 STAIR 1 ( I I I I I 2-415 I I � z UNIT 2 BED I UNIT 1 BED ( DN ' UNIT 1 BED ' UNIT 1 BED I I UNIT 2 BED UNIT 1 BED Z 2-401 I 2-403 I I 2 405 2-407 I 2-409 ( 5 2-411 W I r-- I I mir-- , i-- I T-- I ' � W B ' I --------------- I I 2 - ' i ' I — I — iii < I � I 5 < I 2" V , I I I IL - V © Q J a > I i i > N i J I ' 1 I ' I I I O ; �, I � � I � � ' � o w - - - - - - -< - - - -- - - - Q - - - I 4• VTR 1 1 CjO RID 1 I 1 6 7 1 Q N 1 LU 3„ 3„ 3„ , „ V 3^ I 1 2 1 3„ Vim,,, V 3„ I I 3,. 1 „ V 3„ 3,. 3„ 1 4 VTR 4 VTR N > - - - "110i - - - ( - - - - - O - - - - - - - - - - W Y C� NO z > I > I ; > I I > I ,2 Zo — 3 0 I M I r7 1 © N I I N I W V 2" V = Q J /� �• I I ' 1 1 ; V 2� V V , > ----------------- I > - I > -- 1 I > 4 ---------- I I H m 0 1 1 - 1 - 2 I 1 1 - 5 1 5 1 TITLE 2 BED UNIT 2 BED I UNIT 1 BED 1 UNIT 1 BED i UNIT 1 BED i i 2 410 i 2 # DATE DESCRIPTION 2 402 2 404 2 406 2 408 , I UNIT 2 BED I I I °" I I 2-412 I I I STAIR 2 lejp La 2-414 I I 3 3 3 I I I I I I I I I REVISIONS BKG JILT 1 DRAWN BY CHECK BY I I I I I I I I PERMIT SET STATUS 04.18.18 2. 1 2.2 2.3 2.5 2.7 2.8 2.9 1 DATE 17052 1 LEVEL 4 PLUMBING PLAN PROJECT NUMBER 2-2.04 SCALE: 1/8" = 1 -0 P2-2 . 04 ©2017 OTAK, INC. d LL If this Brewing is not 24"z 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 W 14,5 r GENERAL NOTES 4y 2& 1g09 1. WORK SHALL COMPLY WITH CURRENT FS Z. TOR�� OREGON PLUMBING SPECIALTY CODE. EXPIRES: 30JUN18 2. COORDINATE INSTALLATION WITH OTHER TRADES. STAMP MConsulting Engineers 2007 S.E. Ash St. AIPortland, OR 97214 PHN: (503) 234-0548 FAX: (503) 234-0677 INC.WWW.MFIA-ENG.COM CONTACT: Bryan Gregory CONSULTANT 173� 2.A - - -- - - 11[ -- I –J� - - - - —PIT - - -- - - - I I It CnL----------------- ' � z I Z Q ® i w Cnz a Fr-,,. Q 0 0 2.6 - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - L �' - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - 0 < C,) O co CN J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L J Cr �, N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -� - - - r - - - - - - - - - - - - - No z Zo 0 w = Q II U0120 ® I I ® TITLE ® I # DATE DESCRIPTION RD I OFR—D 11i ' ! RD-1 Q RD-1D-1 Q Q RD-1 r OD-1 O OD-1 —D---1 D-1 O OOD-1 OD-1 O O OD-1O ITTV I REVISIONS BKG JILT DRAWN BY CHECK BY PERMIT SET 2. 1 2.2 2.3 2.5 2.7 2.8 2.9 1 STATUS 04.18.18 1 ROOF PLUMBING PLAN DATE 17052 2-2.05 SCALE: 1/8" = 1'-0" PROJECT NUMBER P2-2 . 05 ©2017 OTAK, INC. d If 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 1 1/2" V SEE P2.04 2" V SEE P2.04 Portland, OR 97204 2" V SEE P2.04 FOR CONTINUATION 2" V SEE P2.04 2" V SEE P2.04 FOR CONTINUATION Phone 503.287.6825 FOR CONTINUATION FOR CONTINUATION FOR CONTINUATION Fax 503.415.2304 ` 4-18-18 CW-1 w 14,5 KS-1 BT-1 WC-1 '1 �L�r 2G X910 7 2" V 1 1/2" V 2" V t. T 01R n ` \ FOC/ FQC/ 2 V FOC/ 2" v FQU �.`` \'` FOIjR EXPIRES: 30JUN18 „ RTy 1 1/2 W RTy " Rry RTy Ty 2 W `.F�00 .F�00 3 W .F�QO <00 2 w F��OQ STAMP KS-1 R LV-1 R R 1 1/2" W R CW-1 WC-1 BT-1 M Consulting Engineers 2007 S.E. Ash St. 2" V `T/yj p .Tye .Tye 2n V `.Ty 2" V `rh/ FI Portland, OR 97214 /Q " PHN: (503) 234-0548 2" yy ��0, 2 W Rp F�0 2" V 3" W Rp F�0, 2" W p`c4OOR 2 W `ZDOR INC.WWW.MF A)ENG COM77 CONTACT: Bryan Gregory LV-1 FK S-71 FCW-11 CONSULTANT WC-1 BT-1 1 1/2- V 1 1/2- V 1 1/2" V 2" V 2" WQQ�Q 2" wQQ�p 2" VFQ� 2" WQQyP 2" 3n wCQQR n LV-1 n KS-1 2 W 4" W BT-1 2 W CW-1 2" W WC-1 \\ T��QQR TQQR l��QQR T QQR S4QQR 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 1 FOR CONTINUATION FOR CONTINUATION LU a 0 aBT-1 J Q WC-1 WC-1 0 2" V 1 1/2" V 1 1/2" V `.FQ�RTy 1 1/2�\ FOpRT 2" V "\\`FORT 2" v FORT 1 1 2" W �Q(i,QT V/ z LL] 3.. W .F yF 3 W yF yF / yF Q Q M Cn �Q�R �QpR S'0 .R N LV-1` 1 1/2" W LV-1 Ww 0" Q WC-1 WC-1 BT-1 _Y O z N m 2" V Ty�Rp F< 1 1/2- v .Ty�R p 2" V 3 .Ty�Rp 2" V " ' .Ty�Rp n 'T!riRp c = = Q 3" W ` n �O,Q 2 W c<OOR F�00R 2 W F<OOR 2 W C pOR C_� J U) F— 0— Lv-1 LV-1 WC-1BT-1 TITLE WC-1 1 1/2- V t DATE DESCRIPTION 2" VQQyp F 2 wQQVpQQyP 241� WQQ�P 2„ W �Q�Q <QpR ,F�QQR 3" W , �QQR ,F�Q�R F .F�QQR 3" W `• BT-1 BT-1 LV-1 WC-1 `\ REVISIONS Q� QQR QQR QQR �8 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. Lz If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. of Otak Otak Architects, Inc 808 SW 3rd Ave, Suite 300 1 1/2" V SEE P2.04 Portland, OR 97204 2" V SEE P2.04 2" V SEE P2.04 FOR CONTINUATION Phone 503.287.6825 FOR CONTINUATION FOR CONTINUATION Fax 503.415.2304 .� 4-18-18 t C' PNOF���� LV-T `Y 14.5 r 0BT-1 2� ' �`.� �0<r su FS t. 2" V I EXPIRES: 30JUN18 2.. V .FOS �.� RTy 1 1/2" W �/ipTH RTH STAMP 1 1/2" W LV-1 BT-1 WC-1 M Consulting Engineers T 2007 S.E. Ash St. Port2.. V .TH/ `byi " .Tye D F1 PHNIa(03) 2347 01548 R .R �1 2" W o 0, 2"2" W FCOO 2" V 3 W COO FAX: (503) 234-0677 INC.WWW.MFIA-ENG.COM LV-1 CONTACT: Bryan Gregory CONSULTANT BT-1 WC-1 2 W �Qyp £` 2" yyQQyp F( 2" VFQyp FC Qp� QpR 3 W QpR 3" W I-� EN-11WC-1 LV-1 ` 3" W 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 1 2 RISER " 12" TYPICAL DFU 6 ) 3 RISER " 13" TYPICAL DFU 10) 5 o NO SCALE 5 O NO SCALE 5 O NO SCALE ♦^ V z CW G LL ry m -j (D o fl a a JQ a < U)Q Q w M N J U) r- UJ 'Yo C" C� � z N m W : ° 2E H co F: TITLE # DATE DESCRIPTION REVISIONS BKG JILT DRAWN BY CHECK BY PERMIT SET STATUS 04.18.18 DATE 17052 PROJECT NUMBER P5002 ©2017 OTAK, INC. d If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. Otak �'m � ► Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 4-18-18 VENT FLASHINGGDPNO��ss ROOF w 14,5 �L 99 1 4" DOMESTIC TO FIXTURES ��S C. ZTORN�` VENT FITTING BELOW I EXPIRES: 30JUN18 4" CW TO BLDG COUNTERTOP SHALL BE TO VENT STACK LONG RADIUS STYLE STAMP PRESSURE SINK KEEP AS HIGH AS POSSIBLE TOP OF COUNTER �— GAUGE PRESS. GAUGE 7N,--X --- - - - WALL INTERIOR WALL M Consulting Engineers 2007 S.E. Ash St. ' n 3" DWV PLUMBING PIPE F I Portland, OR 97214 PHNI� 3/4" RISER DRAIN WITH �{� FAX: (503) 234-0548 ttJ— 77 r1 FAX: (503) 234-0677 HOSE CONNECTION. 1 1/2" VENT INTACT: Bryan Gregory CONTACT: Bryan Gregory 3" BY-PASS CONCRETE SLAB RISER AS SIZED PRESSURE REDUCING `BALL VALVE ON GRADE CONSULTANT ON PLAN. VALVE 1/2" CW & HW :31 BALL VALVE N.C. UNION TEE BUILDING SHUT OFF PRESSURE REDUCING VALVES � u 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 Z7 AGGREGATE BASE 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 1 a DOUBLE PRV PIPING DETAIL 2 PENINSULA FIXTURE 3 RADON VENTING P6.01 NOT TO SCALE P6 01 NOT TO SCALE P6,01 NO SCALE NOT TO SCALE P6 01 COLD WATER MANIFOLD MOUNTED IN STRUCTURE EXPANSION ABOVE CEILING TANK BRANCH LINES TO FIXTURES FLANGE ANCHORED RAIN DRAIN UNIT SHUTOFF TO WALL VALVE S r \_ HOT WATER MANIFOLD COLD WATER LINE , MOUNTED IN STRUCTURE o FROM ABOVE SEE PLAN ABOVE CEILING Q J a J Q PRESS.-TEMP. Q J_ OVERFLOW SPOUT RELIEF VALVE ♦^ (12" ABOVE GROUND) —� A z Q 2" DISCHARGE FLOOR SLAB I Q N L J GATE VALVE, CONNECT TO 4" WWALL I J r1_CHECK VALVE � I W W SEISMIC STRAP WATER HEATER DRAIN PAN N m Uj 75; T Z 6" TALL FSP 11 GROUND LINE 3/4" DRAIN TO �� ASOUNT REQUIREDNTO PERMITPDRAINR �PAN T Q (D _j ELEVATOR PIT ELEVATOR SUMP PUMP ____ EXTERIOR DRAINAGE TO EXTERIOR. U) SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION TITLE 4 ELEVATOR SUMP PUMP (3:) OVERFLOW MOUNTING DETAIL 6 UNIT WATER HEATER # DATE DESCRIPTION P6.01 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 P6001 ©2017 OTAK, INC. d LL If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly.