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Plans (85) PLM2018 -00192 Otak PLUMBING LEGEND PLUMBING CONNECTION SCHEDULE Pressure drop calculations (PSI) per UPC Appendix A Otak Architects, Inc MARK FIXTURE W V CW HW REMARKS 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 WATERBT-2 BATH TUB 1 -1/2" 1 -1/2" 1/2" 1/2 ADA, GRAB BARS 6" service to 30 ft 560 m 2 si/100 ft -0.6 Phone 503.287.6825 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 BTU ••••••........................••••• BRITISH THERMAL UNIT — — — — y HB-1 HOSE BIB 3/4" NON-FREEZE WITH VACUUM BREAKER 6" main service -5 4- � CAP. ••••••........................••••• CAPACITY - — (FND) FOUNDATION DRAIN �EpPROFF 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 �`'�eGI Nr 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 1415 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 Minimum pressure at remote fixture 20 DIA. ................................... DIAMETER „ ELEV. ELEVATION —V V— (V) VENT WC-1 WATER CLOSET 3” 2 1/2" FLOOR MOUNT, TANK TYPE Available excess pressure 17.4 �,�0<r2a +g09 FD •.................................. FLOOR DRAIN WC-2 WATER CLOSET 3" 2" 1/2" FLOOR MOUNT, TANK TYPE, ADA fs C. TORN 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 FT ................................... FOOT / FEET RD-1 RAIN DRAIN 3" ���e�l��� STAMP G G """"""""""""......'.'.' GAS FDC (FDC) FIRE DEPARTMENT CONNECTION -� t GA. ................................... GAUGE 00-1 OVERFLOW RAIN DRAIN 3" GALV. •.................................. GALVANIZED F (F) FIRE WATER ON-1 OVERFLOW NOZZLE 4" GLUE ON NOZZLE GPM ................................... GALLONS PER MINUTE APR 2 3 2018 G.V. ................................... GATE VALVE WH-1 WATER HEATER 3/4" 3/4" 50 GAL., FHR 67, UEF .95 -_ M Consulting Engineers CITY OF 11GARD 2007 S.E. Ash St. HP ""'""""""............••"" HORSEPOWER CO CLEAN OUT BUILDING DIVI,,3ioN kW ................................... KILOWATT F I Port """ " " " •••••.•....•.•••••• PRESSURE/TEMP RELIEF VALVE land, OR 97214 /�� C� LAV •.................................. LAVATORY WCO WALL CLEAN OUT P (503) 234-0548 Portland, LBS •.................................. POUNDS Ill •••••••••••••••••••. BUTTERFLY VALVE V.L. - VENTED LINE INC.FAX: (50 )E 34-0677 MAX. ................................... MAXIMUM MBH ................................... ..................THOUSANDS OF BTUs PER HOUR D� . • GAS PRESSURE REGULATING VALVE CONTACT: Bryan Gregory MIN. """""""""""""""""' MINIMUM 0--0 ...................• PIPE TURNED UP, PIPE TURNED DOWN CONSULTANT M.J. •.................................. MECHANICAL JOINT N.I.M. .-'•."•""""""""'•••.••. NOT IN MECHANICAL -PTC}- .................... GATE VALVE PROT. """""""""'•"••••••.••"•' PROTECTION PLUMBING CALCULATIONS BLDG 1 PRV """""""""............••••• PRESSURE REDUCING VALVE .................... BALL VALVE DOMESTIC WATER SERVICE SANITARY WASTE SERVICE PSI, PSIG ................................... POUNDS PER SQUARE INCH P/T ••.••.......••-.•.-.-...-•..••. PRESSURE / TEMPERATURE -[ . .................... BALANCING VALVE REQ'D ......-'•"'•"'•"""'•"'...... REQUIRED FIXTURE TYPE NUMBER WATER TOTAL TOTAL CW TOTAL HW DRAINAGE TOTAL TYP. """"""""""""'•"......• TYPICAL . ..................•• CHECK VALVE OF FIXTURES FIXTURE WSFU FlxTURE FIXTURE FIXTURE DFU VTR """•"""""""""""•••... VENT THROUGH ROOF WC ................................... WATER CLOSET UNITS UNITS UNITS UNITS �I� .................... UNION �.,. ..................•. DOUBLE CHECK ASSEMBLY BATHTUB or COMBO BATH/SHOWER 56 4 224 168 168 2 112 T CLOTHES WASHER 56 4 224 168 168 3 168 •.................. EQUIPMENT MARK NUMBER I CAP KITCHEN SINK (GRINDER & DISHWASHER) 56 3 168 126 126 2 112 ................... LAVATORY(SINGLE) 56 1 56 42 42 1 56 XXX ..................•• FIXTURE MARK TEERECEPTOR (ELEVATOR WASTE) 1 0 0 0 0 100 100 - ELBOW RECEPTOR (INDIRECT WASTE) 1 --- --- --- 1 1 ® ................... NOTE WATER CLOSET(1 .6 GPF TANK-PRIVATE) 56 2.5 140 140 0 3 168 0 O RISER DIAGRAM NUMBER .................... CLEANOUT HOSE BIBB (FIRSTONE) 1 2.5 2.5 2.5 0 X - -- - HOSE BIBB (EACH ADDITIONAL) 5 1 5 5 � 0 --- ___ TOTAL 288 819.5 651.5 504 717 GPM 182 WASTE SIZE 8 PLUMBING CALCULATIONS 1 BATH DOMESTIC WATER SERVICE SANITARY WASTE SERVICE Z LLI Uj J FIXTURE TYPE NUMBER WATER TOTAL TOTAL CW TOTAL HW DRAINAGE TOTAL Q OF FIXTURES FIXTURE WSFU FIXTURE FIXTURE FIXTURE DFU UNITS UNITS UNITS UNITS W BATHTUB or COMBO BATH/SHOWER 1 4 4 3 3 2 2 0 o CLOTHES WASHER 1 4 4 3 3 3 3 a (n a KITCHEN SINK (GRINDER& DISHWASHER) 1 3 3 2.25 2.25 2 2 J 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 _ TOTAL 5 14.5 11.5 9 11 V, z GPM 11 WASTE SIZE .J U) G� LU LL N O z W = 0 o J_ w I— m TITLE # DATE DESCRIPTION CITY OF TIGARD Approved............................... Conditionally Approved.............. [ ] See Letter to: Follow.................. [ ] Attached................ [ ] REVISIONS Permit Number. 20M14018-W 1q3 Adres : r7690 S,icW.NIA2.i�4A- BKG JILTBy; pate: L-1�-ItJJ DRAWN BY CHECK BY PERMIT SET STATUS 04.18.18 DATE 17052 PROJECT NUMBER P0 . 01 ©2017 OTAK,INC. d LL I/this drawing is not 24"x 36',it has been reduced/enlarged. Scale accordingly. rr Otak �A90#A*"" ► Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 4-18-18 vS��ftGD PNO����� `Y 14,5 r GENERAL NOTES KEY NOTES G 1 1. WORK SHALL COMPLY WITH CURRENT O1 CONNECT 2" ELEVATOR SUMP PUMP F� 4)'2j9�9 OREGON PLUMBING SPECIALTY CODE. TO 4" CONNECTION C. TORS EXPIRES: 30JUN18 2. COORDINATE INSTALLATION WITH OTHER O2 3" RADON VENT UP TO ROOF TRADES. O PROVIDE 3" HUB DRAIN FOR FIRE STAMP 3. SEE TYPICAL UNIT PLANS FOR WASTE SPRINKLER DRAIN RISERS. 4. ALL PIPING IN EXTERIOR WALLS TO BE INSTALLED ON WARM SIDE OF INSULATION. M Consulting Engineers 2007 S.E. Ash St. 5. PROVIDE TRAP PRIMER ON HUB DRAIN. AI Portland, OR 97214 PHN: (503) 234-0548 FAX: (503) 234-0677 INC.WWW.MFIA-ENG.COM CONTACT: Bryan Gregory CONSULTANT 1 . 1 1 .2 1 .3 1 .5 1 .7 1 .9 . 10 1 . 11 . 1 I I I I 1 1 I I I I I I I I I t I I 1 I - - - - - _ _ - - - - - - -I - - - - - - 1 - - - - - - - - - - - - " - - - - - - - - - - - - 31 I I I I l I I I STAIR 2 I I I Q 0— UNIT 2 BED I UNIT 1 BED - I UNIT 2 BED UNIT 1 BED UNIT 1 BED I UNIT 1 BED I UNIT 2 BED I ~ Z 1-101 ' TYPE A 1 105 i 1-107 I 1 109 I ' 1 111 ' 1-113 I z m 2 I 1103 I 2 j I QQ H I -- ----------------- - ' 1 I I I � z I � I I - 0J LECEl I , 1 p I p O I 01 — 4" 4" SAN i —6" SAN 6" SAN 2 CORRIDOR Q M - - - I I CO - - - F— N O CO 1 7 g 1 I 6" SAN 6" SAN 1-115 4" SAN 4" —+O 1 • - - - - 1 . 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P1 ,,,,,,,2m00 ©2017 OTAK,INC. d LL If this drawing is not 24"x 36", if has been Q 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 D PNDE�s� W 14,5 GENERAL NOTES KEY NOTES � �O4y26, %9a9 1. WORK SHALL COMPLY WITH CURRENT O1 1" DCW TO UNIT AND 1 1/2" DCW �S 1. TOR�� OREGON PLUMBING SPECIALTY CODE. UP 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 UP BRANCH PIPING. 4. ALL PIPING IN EXTERIOR WALLS TO BE Note, T1X� comb:ha:�2o� QLZFw d-OUevttc+cU dv-o.t'FF- INSTALLED ON WARM SIDE OF INSULATION. Consulting Engineers c,.x` l be_ iKsVoA(AA cis SIt01.la.�.a:a_ O.R2007 S.E. Ash Pev Sec, S.C-. F I Portland, OR 97722 14 5. UNIT FIXTURE BRANCH PIPING IS 1/2" /� PHN: (503) 234-0548 UNLESS NOTED OTHERWISE. r1 FAX: (503) 234-0677 INC.WWW.MFIA-ENG.COM CONTACT: Bryan Gregory CONSULTANT 1 . 1 1 .2 1 .3 1 .5 1 .7 1 .9 . 10 1 . 11 . 1 I I I I I I ON-1 I 3 HB 1 HB- 1 .A - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - STAIR 2 I I I I I 1 117 I ♦/'� z UP i I H Q UNIT 2 BED I UNIT 1 E I i UNIT 2 BED i UNIT 1 BED i UNIT 1 BED i ( � UNIT 1 BED I UNIT 2 BED Z 1-101 2 I 1-103 I i 1-105 , 1-107 I 1-109 - I i 1-111 I 2 1 113 LU Z CL WH-1 , 2 I I --- WCO KS-© e I _ I I i i CW-1i --i 2 I I i I e © WCO M CW-1 I ` I HB-1 j's KS-1 I w-, , � I I . --- -- ----- — __ U L J KS-2 g - KS-1 ��� CW-1 -1 WC-1 WH-1 I LEC LL WH-1 , I WC-1 I 1 WC-1 I I I I LUX . - LV-1 U16 ( ! I I J © WC-2 © ' `�` U FV I O i i I O i i I i I ♦^ 0 LL] _ _ _ —�' V♦ Z 1 . 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LL If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. of Otak �W� ► Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 4-18-18 D P w 14,5 r GENERAL NOTES KEY NOTES j�U(y 2G 1969 ' O1 1" DCW TO UNIT AND 1 1 S Z. TORl- 1. WORK SHALL COMPLY WITH CURRENT /4" DCW EXPIRES: 30JUN18 OREGON PLUMBING SPECIALTY CODE. UP TO FLOOR ABOVE 2. COORDINATE INSTALLATION WITH OTHER Q 3" RADON VENT UP TO ROOF STAMP TRADES. 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 St. F1 Portland, OR 97214 5. UNIT FIXTURE BRANCH PIPING IS 1/2" /� FAXPHN: (503) 234-0548 UNLESS NOTED OTHERWISE. N FAX: FlA 2 G.COM 7 INC.WWW.MFIA-ENG.COM CONTACT: Bryan Gregory CONSULTANT 1 . 1 1 .2 1 .3 1 .5 1 .7 1 .9 . 10 1 . 11 . 1 I I I I I I I I I ° STAIR 2 I ( I I 1-217 I ♦^ Q DN UP ( �- UNIT 2 BED UNIT 1 BED I UNIT 2 BED I UNIT 1 BED UNIT 1 BED I UNIT 1 BED UNIT 2 BED Z 1-201 I 1-203 I 1-205 I 1-207 I 1-209 I I 1-211 I 1 213 5W z ZD 2 I I 2 I I I I 2 KS-, I --, I --, --, I --, I � m © CW-1 e I ---- ------ ' CW-1 i I 2 iVRAG I ; I I ; I . KS-, - ------------ a ` J WH-1 i —1 ' © ' KS-1 CW-1 WH-1 W —1 © WH-1 I ° I © CV W '-7x; LV-1 1 i I z W• — ! N Z QIIQ I- - - - - - - - - - - - 0 Q M LU 7 i t 2 i CORRIDOR ' t ' F— N J 1 I 1 I t 8 1 B 1215 I I 1 I � ~ �.�..� o I oo I NO z ! I I LEV I — i I t i 9I 5 I i 2 W z C — I i -218 ' I 1 4 ' 3 T = < J I I i U) P W ---- ----- I ! 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N FAX: FIA— NG.COM77 INC.WWW.MFIA—ENG.COM CONTACT: Bryan Gregory CONSULTANT 1 . 1 1 .2 1 .3 1 .5 1 .7 1 .9 . 10 1 . 11 . 1 1-317 I I ♦^ UNIT 2 BED I UNIT 1 BED I UNIT 2 BED I UNIT 1 BED I UNIT 1 BED DN UP I UNIT 1 BED I UNIT 2 BED V~♦ J 1-301 I 1-303 ( 1 305 I 1 307 I 1-309 I ( 1 311 I 1-313 W CD z FH 2 2 I I ' � 2 KS-1 co CW-1 I --i -- CW-1 i --i 2 i I - KS-1 i I ` W I �I � L Q WH Q coKS—, � CW-1 W —1 L�- 1 o w o z > - 1 CO - - 7 i — 2 i - - - - - 1 - - - - - - - - < N J 6 1 315 1 I I 1 J a I W 1 1 w m N j i f I z 1 9 1 s I 4j 2 Uj : o 0 © I I © I 3 2 Q J 1— 3: 0 m ------- I I � I -- ---------- 4 I I TITLE 00 LH 2 `-- ' `-- � I 5 �_ I 5 I i 1 DATE DESCRIPTION UNIT 2 BED I UNIT 1 BED I I UNIT 1 BED i UNIT ED I UNIT 2 BED I UN 1 BED I UNIT 2 BED 1 302 1-304 uP DN ' 1-306 1 308 i 1-310 1-312 1-314 STAIR 1 I ' REVISIONS BKG JILT DRAWN BY CHECK BY IPERMIT SET STATUS 04.18.18 DATE 1 . 1 1 .2 1 .3 1 .4 1 .6 1 .8 . 10 1 . 11 . 1 17052 PROJECT NUMBER 1 LEVEL 3 PLUMBING PLAN ,_2.03 SCALE: 1/8 = 1'-0" P1 m2003 ©2017 OTAK,INC. d If this drawing is not 24"x 36",it has been m reduced/enlarged. tale accordingly. of Ota' k �� ► Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 a-le-te D FX �Jr� 14,5 r GENERAL NOTES KEY NOTES ?l�✓L4r 26, ' 1. WORK SHALL COMPLY WITH CURRENT O1 1" DCW DN TO FLOOR BELOW S t. TORM� OREGON PLUMBING SPECIALTY CODE. EXPIRES: 30JUN18 O2 30 RADON VENT UP TO ROOF 2. COORDINATE INSTALLATION WITH OTHER STAMP TRADES. (D4" COMBINATION RAIN AND OVERFLOW DRAIN DN 3. SEE TYPICAL UNIT PLANS FOR FIXTURE BRANCH PIPING. 4. ALL PIPING IN EXTERIOR WALLS TO BE M Consulting Engineers INSTALLED ON WARM SIDE OF INSULATION. 2007 S.E. Ash St. F I Portland, OR 97214 5. UNIT FIXTURE BRANCH PIPING IS 1/2" PHN: (503) 234-0548 UNLESS NOTED OTHERWISE. r1 FAX: (503) 234-0677 INC.WWW.MFIA-ENG.COM CONTACT: Bryan Gregory CONSULTANT 1 . 1 1 .2 1 .3 1 .5 1 .7 1 .9 . 10 1 . 11 . 1 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 I I I I I 1 ! 3 I I I o STAIR 2 I I I I 1-417 I ^ V♦ z ♦ UNIT 2 BED I UNIT 1 BED I UNIT 2 BED I UNIT 1 BED I UNIT 1 BED IDN I UNIT 1 BED I UNIT 2 BED 1-401 1 1-403 I 1-405 I 1-407 I 1-409 I I 1-411 I 1-413 LU c� 2 2 I I z Z - I - 11 --; 2 I < © 8 - I I < , I < I ! 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Scale accordingly. of Otak kk Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503,415,2304 4-18-18 I PN���s� W 14,5 r 1i�t,✓0�Y 2a 1909 1 GENERAL NOTES s t. TOR"�- 1. WORK SHALL COMPLY WITH CURRENT EXPIRES: 30JUN18 OREGON PLUMBING SPECIALTY CODE. STAMP 2. COORDINATE INSTALLATION WITH OTHER TRADES. 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 1 . 1 1 .2 1 .3 1 .5 1 .7 1 .9 . 10 1 . 11 . 1 I RD-1 Q z W J ® a Q � J z O QM O — + - - - -- - - -- - - - - =J-- - 0 N 1 .B - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - -- - - - - - -- - - -- - I -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - J � N 011-0 � W - L - - - - - - -- - - - - --- - - -- - - - - - - - -- - - I I i I I j j W � � o i F-1 I I = Q H cnF- m TITLE # DATE DESCRIPTION I FO— I i D1Q ID-1Q QD-1 iIt m:0 QOD-1Q OD-1 — Q Q RD-1 RD-1 Q Q RD-1 i i REVISIONS BKG JILT DRAWN BY CHECK BY i I I I PERMIT SET i STATUS 04.18.18 1 . 1 1 .2 1 .3 1 .4 1 .6 1 .8 . 10 1 . 11 1 DATE 17052 1 ROOF PLUMBING PLAN PROJECT NUMBER SCALE: 1/8 = 1'-0" P1 -2 . 05 ©2017 OTAK, INC. LL If this Brewing is not 24"x 36",it has been reducedlenlarged. Scale accordingly. of Otak 16k Otak Architects, Inc 808 SW 3rd Ave, Suite 300 1 1/2" V SEE P2.04 Portland, OR 97204 O 2" V SEE P2.04 FOR CONTINUATION 2" V SEE P2.04 2" V SEE P2.04 V SEE P2.0Phone 503.287.6825 FOR CONTINUATION FOR CONTINUATION FOR CONTINUATION FOR CONTINUATION Fax 503.415.2304 4-18-18 ., LV-T 1 �k�14,5 KS-1 •\' CW-1 r WC-17 BT-1 e9 cr zu �e 2" V 1 1/2 V 2" V FS C. TO `.FOp \\\\ `.Fp 2" VFOp 2„ V Fps O�R EXPIRES: 30JUN18 ?Ty 1 1/2" W �RTy RTy STN 2 W ry FCp� 2' W .FLOOR `.Flo pR 3 W .FLOOR R STAMP KS-1 LV-1 1 1/2 W CW-1 wC-1 BT-, MConsulting Engineers 2007 S.E. Ash St. T F I Portland, OR 97214 2" V "' " R PHN: (503) 234-0548 2 W c F 2 V 3" yy F F 2" W `FSO rl FAX: (503) 234-0677 ��OR 2" W ��OQ �QO,Q 2" W ��O,Q �R INC.WWW.MFIA-ENG.COM LV-1 CONTACT: Bryan Gregory K 1 CW-1 \ BT-1 CONSULTANT WC-1 \ \ ' 2 2'\WQyQ 2 w \\ �eyQ „ V \ 2"\W,s�QQyQ 2„ W �QyQ \F(ppR \�Cp9R 3" W ,FC ppR ,FCpp� LppR " LV-1 " 2" W KS-1 2 W 4" yy BT—1 2 W CW-1 WC11 ppR ppb ppb ppb p� 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 SCALE5 01 NO SCALE 5 01 NO SCALE N 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 LU U) Il. LV—T � Q U) s J a WC-1 WC-1 BT-1 Q Q 2" V 1 1/2- V 1 1/2- V MQ 1 ,/2"`w RT 2 V ' ` FO pRT 2" V `.FO pRT ' `.Fp R Q L 3 W .FCpO y FC 3" W ti F< y FCO / ti F< H W C/T m N J R LV—, ' ` pOR pOR 1 1/2" W OR LV-1 OOR U) CN W w cD WC-1WC-1 BT-1 Y 0 z UL. N `ly 11 1/2" V T .T " .T '`.T W 2" V 3„ W .Rp F `�NiRp 2" V " `!�iRp 2 V `hiRp y!Rp = Q T �OOQ 2" W ..�OO 3 W `.�<pO 2" W F<OO 2" W r(OO "'� � U' J .,,p U) LV-1 LV-1 WC-1 BT-1 TITLE WC-1 1 1/2- V `�� fk DATE DESCRIPTION 2" V ppyp 2" W \' �p�'p \' pyp 2" W Fpyp 2' W \\ fQyp `ppR F�ppR 3" W F�ppR F�ppR F�ppR 3" W LV-1 BT-1 WC-1 BT-1 QRST�4p ���51 FC �RsS�FC �RS'j FC ��Sr�C REVISIONS p8 ppR ppR ppb ppR BKG AT 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 a', reduced/enlarged. Scale accordingly. CY Otak �A9004*1"' ► Otak Architects, Inc 808 SW 3rd Ave, Suite 300 / 1-.1C" 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 A FOR CONTINUATION Fax 503.415.2304 418-18 D P"0 14,5 LV—T r BT-1 W -1 �o�y 2&—C j9e9 � C. T OR�� 1 1/2" V 2" V EXPIRES: 30JUN18 '`.F 2 V 'Q�C'/y 1 1/2" W Q�RTy Q�RTy F� F� 3 W F� STAMP 1 1/2" W LV-1 ' BT-1 WC-1 M Consulting Engineers 2007 S.E. Ash St. F I Portland, OR 97214 \ 2 V \'`T/YjRo `.Ty�RO 2" V RO PHN: (503) 234-0548 �1 FAX: (503) 234-0677 2" W r<O pR ` \ 2" W c�O pR 3 W INC.WWW.MFIA-ENG.COM CONTACT: Bryan Gregory LV\1 t CONSULTANT WC-1 2" WFQyp 2„ vC? QQ� QQ� 3 W QQCP 3" W LV-13 W WC-1 ``� LV-1 Q8 Q8 9� 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. r1 1 RISER " 11 " TYPICAL ( DFU 2 RISER " 12" TYPICAL ( DFU 6 ) 3 RISER " 13" TYPICAL ( DFU 10) 5 Q NO SCALE 5 o NO SCALE 5 0 NO SCALE ♦^ V Z W CnH ry a J Q o Q U) Q w p � c_n J � ti W_ 0� °'LU C� L.L o z N m Uj D H U) 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 ii 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 VENT FLASHINGG I N���f ROOF w 14,5 4" DOMESTIC TO FIXTURES �S C. 2T ORM VENT FITTING BELOW ExPIRES: 30JUN18 4 CW TO BLDG COUNTERTOP SHALL BE Li TO VENT STACK LONG RADIUS STYLE STAMP KEEP AS HIGH AS POSSIBLE TOP OF COUNTER PRESSURE SINK WALL GAUGE PRESS. GAUGE W INTERIOR WALL M Consulting Engineers F 2007 S.E. Ash St. • 3" DWV PLUMBING PIPE , I Portland, OR 97214 3/4 RISER DRAIN VNTH i���/�`111 PHN: (503) 234-0548 FAX: (503) 2C.COM 7 HOSE CONNECTION. 1 1/2" VENT CONTACT: Bryan Gregory M 3" BY-PASS �� ONNGRADE CRETE SLAB RISER AS SIZED PRESSURE REDUCING BALL VALVE CONSULTANT VALVE ON PLAN. BALL VALVE N.C. < < UNION TEE 1/2 " CW & HW BUILDING SHUT OFF o ' ° n PRESSURE REDUCING VALVES WITH INTEGRAL STAINLESS STEEL STRAINERS. SET LARGER 100 GPM CLEAN-OUT MIN MIN 6 MIL. POLYETHYLENE PRV AT 106 PSI TO 65 PSI. AND FLOOR CONTINUOUS MEMBRANE SMALLER 80 GPM PRV AT 106 PSI 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 ('la' DOUBLE PRV PIPING DETAIL 2 PENINSULA FIXTURE 3 RADON VENTING 1"6.01 NOT TO SCALE NOT TO SCALE P6 01 NO SCALE P6 01 NOT TO SCALE P6 01 COLD WATER MANIFOLD MOUNTED IN STRUCTURE EXPANSION ABOVE CEILING TANK BRANCH LINES TO FIXTURES UNIT SHUTOFF W FLANGE ANCHORED RAIN DRAIN VALVE TO WALL r \_ HOT WATER MANIFOLD MOUNTED IN STRUCTURE I.- FROM WATER LINE � � aFROM ABOVE SEE PLAN ��� ABOVE CEILING Q s VVVJJJ � J Q U) PRESS.-TEMP. Q J OVERFLOW SPOUT RELIEF VALVE �/•� (12" ABOVE GROUND) —� V/ z 2" DISCHARGE FLOOR SLAB z Q M ~ D � N w GATE VALVE CONNECT TO 4" W WALL J CHECK VALVE -_ i WY 0� z SEISMIC STRAP ( WATER HEATER DRAIN PAN z O m MOUNT WH ON 6" TALL PLATFORM < ELEVATOR PIT SP-1 GROUND LINE 3/4" DRAIN TO AS REQUIRED TO PERMIT DRAIN PAN H ELEVATOR SUMP PUMP EXTERIOR DRAINAGE TO EXTERIOR. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION TITLE # DATE DESCRIPTION 4 ELEVATOR SUMP PUMP 5 OVERFLOW MOUNTING DETAIL 6 UNIT WATER HEATER 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. u= 11 this drawing is not 24"x 36", if has been reduced/enlarged. Scale accordingly of Of