Loading...
REV1 APPROVED BLD BLD2021-1387+Plumbing_Plan+3.13.2023_12.04.57_PM+3417548PLUMBING FIXTURE SCHEDULE SERVICE PIPE SIZE BASIS OF DESIGN MARK ITEM LOCATION FLOW RATE REMARKS NOTES WASTE VENT C.W. H.W. MANUFACTURER MODEL LAV-1 LAVATORY -WALL HUNG - 2 1-1/2 - - KOHLER K-2007 VITREOUS CHINA, 21-1/4" X 18-1/8" OVERALL DIMENSIONS, SINGLE FAUCET HOLE, ADA COMPLIANT. PROVIDE WITH 1, A, °a CONCEALED ARM CARRIER. L1 RESTROOMS FAUCET 0.35 GPM - - 1/2 1/2 SLOAN ETF-410-0.35GPM INFRARED SENSOR, SINGLE HOLE MOUNTING, MAX FLOW RATE 0.35 GPM, MULTI -LAMINAR SPRAY, HARDWIRED POWERED, 24VAC BOX TRANSFORMER, BACK -CHECK TEE TEMPERATURE MIXER, POLISHED CHROME FINISH. LAV-2 LAVATORY-UNDERMOUNT - 2 1-1/2 - - KOHLER K-20000 VITREOUS CHINA, RECTANGULAR BASIN, OVERFLOW DRAIN, 20-1/4" X 15-11/16" X 7-5/16" OVERALL 1, A, °° DIMENSIONS, 17-5/8" X 13-1/8" X 5-5/16" BOWL DIMENSIONS. NO FACUET HOLES. ADA COMPLIANT. L2 RESTROOMS FAUCET 0.35 GPM - - 1/2 1/2 SLOAN ETF-410-0.35GPM INFRARED SENSOR, SINGLE HOLE MOUNTING, MAX FLOW RATE 0.35 GPM, MULTI -LAMINAR SPRAY, HARDWIRED POWERED, 24VAC BOX TRANSFORMER, BACK -CHECK TEE TEMPERATURE MIXER, POLISHED CHROME FINISH. FLOOR MOUNTED,SIPHON JET, ELONGATED BOWL, 1.6 GPF, REAR OUTLET, VITREOUS CHINA, 1-1/2" TOP SPUD. ADA WC-1 WATER CLOSET -FLOOR MOUNT - 4 2 - - SLOAN ST-2029 COMPLIANT. CENTERLINE OF OUTLET 4-1/4" AFF. FLUSHOMETER RESTROOMS 1.28 GPF - - 1-1/4 - SLOAN ROYAL 111-1.28 EXPOSED MANUAL FLUSHOMETER, ADA COMPLIANT, WATERSENSE LISTED. LOCATE LEVER ON THE OPEN SIDE OF THE WATER CLOSET, VARIES BY LOCATION, REFER TO PLANS. SEAT - - - - - BEMIS 1955SSCT OPEN FRONT, LESS COVER, ELONGATED, PLASTIC, SELF-SUSTAINING CHECK HINGES. UR-1 URINAL -WALL HUNG 2 2 - - ULTRA LOW CONSUMPTION URINAL SYSTEM INCLUDES URINAL AND FLUSH VALVE. TOP SPUD, 14" EXTENDED RIM, VANDAL RESISTANT OUTLET STRAINER, VITREOUS CHINA, ADA COMPLIANT. HANGER BRACKET. RESTROOMS ZURN Z5738.235.00 FLUSHOMETER 0.125 GPF - - 3/4 - TOUCHLESS, INFRARED SENSOR, DC BATTERY POWERED, EXPOSED, CHROME PLATED, WITH MANUAL OVER -RIDE BUTTON. SK-1 SINK -SINGLE BOWL UNDERMOUNT - 2 2 - - ELKAY ECTSRAD25226TBG 304 STAINLESS STEEL, SINGLE BOWL, UNDERMOUNT, 25" X 22" X 6" OVERALL DIMENSIONS, REAR CENTER DRAIN C LOCATION, 3 HOLE DRILLING, 4 ON CENTERS. BREAK ROOM FAUCET 0.5 GPM - - 1/2 1/2 CHICAGO FACUETS 431-ABCP DECK MOUNTED, 8" FIXED CENTERS, SINGLE LEVER, USER ADJUSTABLE TEMPERATURE CONTROL MIXER. MS-1 MOP SINK - 3 2 - - MUSTEE MODEL 63M ONE-PIECE MOLDED, DURASTONE FIBERGLASS, DIMENSIONS 24" X 24" X 10" , WHITE FINISH, INTEGRAL MOLDED -IN DRAIN. PROVIDE WITH MUSTEE HOSE AND HOSE HOLDER MODEL NO. 65.700. CUSTODIAL FAUCET 3.0 GPM - - 3/4 3/4 CHICAGO FAUCETS 897-RCF WALL MOUNTED 8" BODY, ADJUSTABLE ARMS, HOT AND COLD WATER, VANDAL PROOF LEVER HANDLES, CERAMIC 1 /4 TURN CARTRDIGES. DF-1 DRINKING FOUNTAIN W/BOTTLE FILLING STATION CORRIDOR - 2 2 1/2 - ELKAY EMABFTLDDWSLK BOTTLE FILLING STATION, BI-LEVEL ADA COOLER, NON -FILTERED, NON -REFRIGERATED, WALL MOUNT, 36-1/4" X 18-5/8" X 46-1/4", 115V/60HZ, 2 FLA, 15 WATTS. HB-1 EXTERIOR HOSE BIBB SEE PLANS - - - 3/4 - WOODFORD MODEL B65 WOODFORD WALL HYDRANT BIBB. ANTI -SIPHON FREEZELESS. CONCEALED WITH LOCKABLE COVER. WB-1 WALL BOX- COLD WATER ONLY BREAKROOM - - - 1/2" - OATEY 39150 1/4 TURN BRASS HAMMER BALL VALVE LOW LEAD, 1/2" ASTM F1960 PEX TP-1 ELECTRONIC TRAP PRIMER TRASH ROOM - - - 3/4 - PPP PT-4 PRIME -TIME ELECTRONIC TRAP PRIMING ASSEMBLY FOR WASTE ROOM FLOOR DRAIN. FD-1 FLOOR DRAIN SEE PLANS - EE PS SEE PLANS - - JAY R SMITH 2O05-A ROUND NICKEL BRONZE TOP. PROVIDE TRAP PRIMER CONNECTION WHERE CONNECTED TO SANITARY SYSTEM. 4 FFD-1 FUNNEL FLOOR DRAIN SEE PLANS - EE PS SEE PLANS - - ZURN ZN-415E CAST-IRON BODY, FLASHING COLLAR WITH ADJUSTABLE STRAINER, BAR GRATE, AND CAST IRON FUNNEL 4 STAINLESS STEEL EDGE RAIL CHANNEL SYSTEM WITH 13 TOTAL CHANNELS, INCLUDING KSI-1, KSI-2, KSI-3, KSI-4, TD-1 TRENCH DRAIN MAINT BAYS - 4" - - ACID KS100 KSI-5, Iii Iii KSI-8, KSI-9, KSI-10, (2) KSI-010, AND KSI-0103 WITH 4" ROUND BOTTOM KNOCKOUT. OVERALL LENGTH 14 FT. 431 D SS MESH GRATE (ADA) GRATE WITH DRAINLOK BOLTLESS LOCKING SYSTEM. PROVIDE WITH DEBRIS STRAINER FOR VERTICAL OUTLET AND END CAPS. SYSTEM SHALL MEET EN1433 LOAD CLASS C. STAINLESS STEEL EDGE RAIL CHANNEL SYSTEM WITH 5 TOTAL CHANNELS, INCLUDING Iii Iii Iii KSI-4, TD-2 TRENCH DRAIN MAINT BAYS - 4" - - ACO KS100 AND KSI-5 WITH 4" ROUND BOTTOM KNOCKOUT. OVERALL LENGTH 16.4 FT. 431 D SS MESH GRATE (ADA) GRATE WITH DRAINLOK BOLTLESS LOCKING SYSTEM. PROVIDE WITH DEBRIS STRAINER FOR VERTICAL OUTLET AND END CAPS. SYSTEM SHALL MEET EN1433 LOAD CLASS C. STAINLESS STEEL EDGE RAIL CHANNEL SYSTEM WITH 2 TOTAL CHANNELS, (2) KSI-00, WITH 4" ROUND BOTTOM TD-3 TRENCH DRAIN MAINT BAYS - 4" - - ACID KS100 KNOCKOUT ON ONE CHANNEL. OVERALL LENGTH 6.6 FT. 431 D SS MESH GRATE (ADA) GRATE WITH DRAINLOK BOLTLESS LOCKING SYSTEM. PROVIDE WITH DEBRIS STRAINER FOR VERTICAL OUTLET AND END CAPS. SYSTEM SHALL MEET EN1433 LOAD CLASS C. FCO-1 FLOOR CLEANOUT SEE PLANS - PSEE - - - JAY R SMITH 4021S FINISHED FLOOR CLEANOUT WITH ADJUSTABLE NICKEL BRONZE TOP, BRONZE PLUG WITH GASKET SEAL. NOTES: STRAINER TYPES: TRAPS: 1. COORDINATE MOUNTING HEIGHT W/ ARCH'L INTERIOR ELEVATIONS. A. LAVATORY GRID TYPE (ADA) "DEARBORN- 760W aa. 1-1/4"x1-1/2" 17GA., "MCGUIRE" C8872 2. LOCATE FLUSH VALVE HANDLE ON WIDE SIDE OF FIXTURE FOR ADA COMPLIANCE. B. LAVATORY GRID TYPE, "DEARBORN" 760 1 bb. 1-1/2"x1-1/2" 17GA., "MCGUIRE" C8912 3. TRAP PRIIMER CONNECTION C. SINK GRID TYPE, "ELKAY" LK-18 cc. 2"x2" 4. FLOOR DRAIN SIZES VARY, REFER TO PLANS dd. 3"x3" BACKFLOW PREVENTER SCHEDULE MARK LOCATION DESCRIPTION SERVICE SIZE DESIGN FULL PD ® FULL BASIS OF DESIGN REMARKS MFR. MODEL (IN.) FLOW (GPM) FLOW (PSI) RPBP-1 110 MECH ROOM REDUCED PRESSURE ZONE DOMESTIC COLD 2-1/2 74 12 WATTS LF009 1,2,3,4,5,E BACKFLOW PREVENTER WATER NOTES: 1- PROVIDE WITH WATTS AIR GAP SERIES 909AG. 3- LEAD FREE, FOR HEALTH HAZARD APPLICATIONS. 4- PIPE WASTE DRAIN TO FUNNEL FLOOR DRAIN PER PLANS. PIPE SIZE SAME AS CONNECTION. 5- INSTALL IN ACCESSIBLE LOCATION ONE TO FIVE FEET ABOVE FINISHED FLOOR LEVEL. 6- SUPPORT ADEQUATELY TO PREVENT FROM DAMAGE. PLUMBING FIXTURE UNIT CALC Room Name or Level Fixture Type Qty. Private or Public Building CW Service Water Distribution Piping Sanitary WSFU Each Total WSFU CW or HW Fixture CW Branch WFU Each HW Branch WFU Each CW Dist. WFU Total HW Dist. WFU Total DFU Each Total DFU Level 1 WC - flush valve up to 1.6 GPF 1 Public 5 5 CW 5 - 5 - 4 4 Urinal - flush valve 1.0 GPF 1 Public 4 4 CW 4 - 4 - 2 2 Lav 2 Public 1 2 CW&HW 0.75 0.75 1.5 1.5 1 2 Hose Bibb 1 Private 2.5 2.5 CW 2.5 - 2.5 - 0 0 Hose Bibb -Ea. Add. 3 Private 1 3 CW 1 - 3 - 0 0 Floor Drain 4 APOvate - - - - - - - 2 8 Allowance for Future Retail Space 3 3 3 Level 2 WC - flush valve up to 1.6 GPF 4 Public 5 10 CW 5 - 20 - 4 16 Urinal - flush valve 1.0 GPF 1 Public 4 4 CW 4 - 4 - 2 2 Lav 4 Public 1 2 CW&HW 0.75 0.75 3 3 1 4 Drinking Fountain Public 0.5 CW 0.5 - - 0.5 Mop Sink 1 Public 3 3 CW&HW 2.25 2.25 2.25 2.25 3 3 Sink -Kitchen, domestic 1 Private 1.5 1.5 CW&HW 1.125 1.125 1.125 1.125 2 2 Floor Drain 1 Private - - - - - - - 2 2 Dishwasher Res. 1 Private 1.5 1.5 HW - 1.5 - 1.5 0 0 Wall box - Ice Maker 1 Private 1 1 1 CW 1 - 1 - 0 0 Total WS 103 3 Total DFU 109 GPM: 68 Pipe Size: 4" Bldg CW Service Pipe Size: - 1 jUA OIL WATER SEPARATOR SCHEDULE MARK ITEM MANUFACTURER MODEL NO. DESCRIPTION 100 GALLON FIBERGLASS REINFORCED PLASTIC OIL/WATER SEPARATOR, 62" LONG X 32" WIDE X 32" DEEP WITH 4" PIPE SIZE INLET/OUTLET. PROVIDE WITH 24" DIAMETER COVER OWS-1 OIL/WATER SEPARATOR ZURN GREEN TURTLE OMC 100 WITH H-20 WHEEL LOAD RATING. PROVIDE EXTENSION COLLAR TO MEET FINISHED GRADE (MIN. 25' , CUT ON SITE FOR FINAL ADJUSTMENT. UNIT TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. City Of Edmonds Building Department ------------------------- Work PLUMBING ----------------------------- ---------------------------------- Address 471 ADMIRAL WAY ----------------------------------- Owner PORT OF EDMONDS -ADMIN BLDG Approved Date 4/05/2023 Building Official Permit Number BLD2021-1387 APPROVED ALL WORK SUBJECT PLANS MUST BE TO FIELD ON JOB SITE INSPECTION FOR CODE COMPLIANCE EXPANSION TANK SCHEDULE TAG LOCATION SERVICE TYPE VOLUME (GAL.) ACCEPTANCE (GAL) SIZE Hxw (IN.) WEIGHT EMPTY (LBS.) BASIS OF DESIGN REMARKS RM. NAME MFR MODEL ET-1 MECH ROOM DOMESTIC HW DIAPHRAM 1 2.0 1 0.45 1 13x8 5 AMTROL ST-5 1 NOTES: 1 PRE -CHARGE 2 PSI BELOW NORMAL OPERATING WATER PRESSURE OF 60 PSI. PUMP SCHEDULE CAPACITY MOTOR PUMP SUCTION POWER TAG SERVICE LOCATION / DISCHARGE BASIS OF DESIGN WEIGHT (LBS) REMARKS GPM FT HD HP RPM VOLTS PH VFD? TYPE SIZE CP-1 HOT WATER RECIRC MECH ROOM 3 15 1/12 - 120 1 NO N 3/4" B&G ECOCIRC XL 20-35 22 1,2 SP-1 ELEVATOR PIT SUMP PUMP ELEVATOR #1 50 12 0.75 1150 1 208 3 NO E - / 2" WEIL PUMPS 1601 - 3 NOTES: 1. LEAD-FREE STAINLESS STEEL PUMP FOR POTABLE WATER USE. HIGH EFFICIENCY ECM. 30% GLASS FILLED NORYL IMPELLER, STAINLESS STEEL SHAFT & SLEEVE. STARTER PROVIDED BY EC. CONTROL BY PC, PROVIDE WITH AQUASTAT AND TIMER. 2. PROVIDE BALANCING VALVE. SEE WATER HEATER DETAIL. 3. SUBMERSIBLE FLOOR -MOUNTED SIMPLEX WASTEWATER PUMP WITH TETHERED LEVEL CONTROL FLOAT SWITCH AND CONTROL PANEL. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION BUILDING OFFICIAL Apr 05 2023 APPROVED DATE DOMESTIC WATER HEATER SCHEDULE CAPACITY RECOVERY EWT LWT ELECTRICAL BASIS OF DESIGN MARK SERVICE TYPE REMARKS GAL GPH F F KW V PH FLA MAKE MODEL WEIGHT LBS WH-1 DOMESTIC HOT WATER ELECTRIC 50 25 40 120 6 208 3 16.7 AO SMITH DRE-52-6 599 1-6 NOTES: 1. TANK TYPE WATER HEATER SET AT 120 DEG F. 2. PROVIDE EXPANSION TANK SUITABLE FOR DOMESTIC WATER USE. SEE EXPANSION TANK SCHEDULE 3. GLASS LINED TANK RATED FOR 125 PSIG WORKING PRESSURE. 4. COMPLIES WITH THE STANDBY LOSS REQUIREMENTS OF THE US DEPARTMENT OF ENERGY AND CURRENT EDITION OF ASHRAE/IES 90.1. 5. 3-YEAR TANK WARRANTY. MOUNT WATER HEATER OVER STEEL PLATFORM OR R-10 INCOMPRESSIBLE INSULATED SURFACE. 6. USE QS 120 HOLD RITE STRUT SEISMIC STRAP TO SECURE WATER HEATER. INSTALL PER MANUFACTURER 1/0 MANUAL. NJ I iV4 ACKSON I MAID R C H I T E C T U R 311 FIRSTAVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM �FFMAN I N E E R S 1101 2nd Ave., Suite 400 1 Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships VJ 0 Z O o G U) > 6 W Q W �/ J Q L Q O Q U' 0 ~ F--- C) W Q � O JCY-)0 0c)LLI REVISION Mar 13 2023 QDEPARTMENT CITY OF EDMONDS DEVELOPMENT SERVICES z cD O Z U) 0 U C:)2i CO 0 J Q 0')W ::) D3:Q 0�� L.L m O z U�0 (n L.L -i Q 0 O 0 0 0- Q W Z O L0 0 o m F_ ir�Lw (1) U) C) o 1- LLI C0 o [)f w - LL a o w D U) O N Cl) Z LL1 1-N � N N M N ¢ C) o 2-5 r � M 3/8/23 PROJECT NO.: 210887 PROJECT MGR.: ON DRAWN BY: CEI CHECKED BY: ON SCHEDULES P003 JACKSON I MAIN ARCHITECTURE P.S. © 2021 SHEET NOTES: 1. ROUTE HOT WATER MAIN WITHIN 2FT OF PUBLIC LAVS PER WSEC MAXIMUM ALLOWABLE PIPE LENGTH METHOD. 1 2 3 4 5 HB-1 +�� 3 4 CW - 33% . 0 U m LEVEL 1 PLUMBING PLAN 77 SCALE: 3/16" = 1'-0" CB KEYNOTES: D PROVIDE 2-1/2" PRV SET TO 60 PSI. LEAD FREE CONSTRUCTION AND SUITABLE FOR DOMESTIC WATER APPLICATIONS. STATIC PRESSURE IS 130 PSI PER THE WATER AGENCY CERTIFICATION IN THE CITY OF EDMONDS PLANNING DIVISION REPORT. D PROVIDE A DRIP PAN UNDER WASTE PIPING IN THE ELECTRICAL ROOM. D PROVIDE BALANCING VALVE, CHECK VALVE, AND ISOLATION VALVES WITH ACCESS PANEL. D PROVIDE TRENCH DRAIN. REFER TO SCHEDULE AND DETAIL 7/P4.2. D TERMINATE WASTE LINE ABOVE FUNNEL FLOOR DRAIN FOR INDIRECT WASTE CONNECTION. PROVIDE ELECTRIC TRAP PRIMER, SEE DETAIL 5/P4.2. PROVIDE � TRAP PRIMER CONNECTIONS TO ALL FLOOR DRAINS AND THE OIL WATER SEPARATOR. Nji1�l ACKSON I MAID RCHITECTUR 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM �FFMAN I N E E R S 1101 2nd Ave., Suite 400 1 Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships Cn 0 Z O o CN00 � w�a' W �JQ LL OQ� O ��U' Q 0 ~ � zC)0 W Q O J�p 0c)Lu REVISION Mar 13 2023 QDEPARTMENT CITY OF EDMONDS DEVELOPMENT SERVICES Z CD Oz U) L W� > o 00 Q J Q im W D3:Q 0 LL 00 O z U2i0 ry(n -iQ0 0D0ti0 0- LU J Q 0 Om a m O DLL (no ( H W W �[)f� W — O - N z W N N N Q 0 � O � ONAL 3/8/23 PROJECT NO.: 210887 PROJECT MGR.: ON DRAWN BY: CEI CHECKED BY: ON LEVEL 1 PLUMBING PLAN P 1.2 JACKSON I MAIN ARCHITECTURE P.S. © 2021 SHEET NOTES: 1. ROUTE HOT WATER MAIN WITHIN 2FT OF PUBLIC LAVS PER WSEC MAXIMUM ALLOWABLE PIPE LENGTH METHOD. 1 I I I I I I ------- ---- I pl�I 2 3 4 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 I OFFICE 6 OFFICE 5 OFIFICE 4 OFFIC 1 3 206 i 205 04 203' I I I I I I 3"V UP 1-1 2"CW DN TO 3"VTR / I 1 "HW DN 1 ...... flV ROOM -------------- ❑ 209 I I I► � I I I I _ _ 1-112"CW DN AUDIT 3"V DN & I 211 UP 0 3"VTR FFE=29'-0" 1-1 /2"CW _ SERVER �I 2"V 212 /2"C , - LAV-2 & 2"V `" TO C, - -1— z I- 1-1 /2„CW, 3/4►►HW1- 2„V, 3/4„HWC 3"V DN & UP TO 3"VTR I WC �(2)2"V DN I I 1-1 /2"CW&HW DN TO LAV-1, DN TO AS-1 I , ' I ' I , 1 /2"CW — x 1 /2"CW, 1 /2"HW, 2"V, 3/4"HWC 1 /2"HW DN TO SK-1 & DISHWASHER I , I , , I , I , , , , CI - I - I 3/4"CW DN TO H B. LOCATE SHUTOFF VALVE 4' ABOVE FLOOR .__jr'1 ■ Im 1 7�Joq 1-1 /2"CW 3REAK ROOM F ___. ___ - 7 OFFICE 2 202 1-1 /2"CW DNTOWC WOMEN' _ 1 /2"HW DN 218B i , TO LAV �I n II\ STORAG — 3/4"HWC CNAC ; = 1 /2 CW DN DN TO LAV 1 W 1 I 3"V U P TO 3"VTR MEI'l �I �= I "CW DN LAV-2 21 ' `�'' � 4 I TO WC o - ------ 2"V DN I COMMISSION 1 /2"CW & MTG ROOM y HW DN TO 218 A LAV 5 I I I I I I I - - — - ----------- --� J❑I ------------ OFFICE 1 201 - --LOBBY-- \ 200 =� ------------------ CE ---------------- \--(: ) --- i ---------------- CC ------------ B I I13 I L s , s I _ I I ❑I - ----- - - - - -- A I I KEYNOTES: D PROVIDE BALANCING VALVE, CHECK VALVE, AND ISOLATION VALVES. LOCATE VALVES ABOVE CEILING TILES FOR EASY ACCESS. FACKSON iJM A I R C H I T E C T U R 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM "FMAN N E ER S 1101 2nd Ave., Suite 400 1 Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships U) 0 z O o Uj CN C) 0 W��' Q00 W �JQ LL OQ� O Q-0 O�U' ~ z�0 W Q � O J�0 0c)LLI REVISION Mar 13 2023 0 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z CD O Z U) �Ow>-00 o OJ��Q LLI � 0 0�� LL m O z U�0 (n �QO 0D0ti0 0— Q W J ao ZO H m ?o U)o � w o0-'U) w a - ZN w Qto� 04 N C) o 3/8/23 PROJECT NO.: 210887 LEVEL 2 PLUMBING PLAN PROJECT MGR.: ON DRAWN BY: CEI 77 SCALE: 3/16" = 1'-0" CHECKED BY: ON LEVEL 2 PLUMBING PLAN P1 3 ■ JACKSON I MAIN ARCHITECTURE P.S. © 2021 SHEET NOTES: 1. ROOF DRAINAGE VIA EXTERIOR GUTTERS AND DOWNSPOUTS BY ARCHITECT. REFER TO ARCHITECTURAL PLANS FOR GUTTERS AND DOWNSPOUTS AND REFER TO CIVIL PLANS FOR CONNECTION TO STORM DRAIN. 4 PLUMBING ROOF PLAN 77 SCALE: 3/16" = 1'-0" Q 00 0 1 N O N N N t9 5, CC A KEYNOTES: iV4 ACKSON I MAI RCHITECTUR 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM �FFMAN I N E E R S 1101 2nd Ave., Suite 400 1 Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships U/ 0 Z 0 _C) CN Lu W w ' 0 0 U' 0 Q LLI 2i O JMD 0c)Lu REVISION Mar 13 2023 QDEPARTMENT CITY OF EDMONDS DEVELOPMENT SERVICES Z CD Oz U) L C) U)LLJ o c) Q J Q il LLJ::)D3:Q 0 LL 00 0 z U2i0 ry(n -iQ0 0D0ti0 0- LU J Q 0 O ! m a m O D U7 LL Q � H LLI LLI 1i D LLI 0- - N z W � N N N Q 0 � O � ONAL 3/8/23 PROJECT NO.: 210887 PROJECT MGR.: ON DRAWN BY: CEI CHECKED BY: ON PLUMBING ROOF PLAN P1.4 JACKSON I MAIN ARCHITECTURE P.S. © 2021 w] I iv JACKSON I MAIN ARCH ITECTURE 311 FIRSTAVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM "FMAN N E E R S 1101 2nd Ave., Suite 400 1 Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships U/ 0 Z 0 _C:) CN LLJ W W>JQ LL OQ� 0 Q U' 0 � zo0 LLI O JCY,o 0 co w REVISION Mar 13 2023 QDEPARTMENT CITY OF EDMONDS DEVELOPMENT SERVICES Z CD Oz U) L C) U) o Q J Q 3: Q LLl ::) D 0 LL m 0 z U2i0 ry(n -iQ0 00°�0 w J Q 0 O ! m a m O D U7 LL Q � H LLI W 1i D LLI 0- - N z W � N N N Q 0 � O � Qii 3/8/23 PROJECT NO.: 210887 PROJECT MGR.: ON DRAWN BY: CEI CHECKED BY: ON RISER DIAGRAMS P201 JACKSON I MAIN ARCHITECTURE P.S. © 2021 3►2ii�AiQiEcS REVISION 3"V DN do UP TO 3"M 2"V D 1/2-Cw, _ 3/4"CW UR_ 1 do 2"V , w` ro & 2V I -I 1.3 {_x►� �_� —i 1 2 /CW� 1-1 /2"CW, 3/4"HW, 2"V, 3/4"HWC 3'V DN do UP TO 3W 1-1 /2"CW&HW DN TO LAV-1, 3/4"CW& HW DN TO MS-1 il+ RFD-1 (2)2-V DN ILo�lv I� lWC_1 L I 3�P TO I LAV-2 ° -2v DN xl i1i -- 1"CWo 1/2"CW `I ___-- DE—i 1 /2"CW, 1 /2"HW, LI.I 2"V, 3/4"HWC' 1 2'HW DN I TO SK-1 do I I 1-1/2"CW DISHWASHER I k 11' 11 � 1 1-1/2"CW - 1-1/2`CW -- 3/4:HW— wc— l DN TO WC 1 U�--��, iv I 1/2"HW DN i \ I TO LAV -2 I 3/4'HWC 1 /2'Cw DN N IC-4 , I� �I TO LAV Ni 3V UP 3"VTR 1/2"GW1)N 1 cal x p�1�J N' N� I� ?� N) TO WC 2'V DN Til /2"CW do HW DN TO LAV 1/2' CW DN ��F'-1L:�ry s� • Apr 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2ua