No preview available
APPROVED BLD BLD2021-1572+Plumbing_Plan+11.17.2021_10.34.58_PM+2526346LEGEND ACU AIR CONDITIONING UNIT EQUIPMENT AFF ABOVE FINISHED FLOOR EF-1 TYPICAL EQUIPMENT DESIGNATION AHJ AUTHORITY HAVING JURISDICTION (EXHAUST FAN SHOWN) BHP BRAKE HORSEPOWER BTUH BRITISH THERMAL UNIT PER GENERAL HOUR C COMMON ARCHITECTURAL BACKGROUND CAP CAPACITY (THIN LINE) CC COOLING COIL CD CONDENSATE DRAIN NEW MECHANICAL WORK CFM CUBIC FEET PER MINUTE (HEAVY LINE) CLG CEILING, COOLING CO CLEANOUT - - MATCHLINE OR PROPERTY LINE COMB COMBUSTION SECTION INDENTIFICATION CONT CONTINUE, CONTROL (DETAIL SIMILAR) CONTR COP CONTRACTOR COEFFICIENT OF PERFORMANCE INDICATES DIRECTION OF CUTTING PLANE CWS CHILLED WATER SUPPLY A LETTER INDICATES SECTION CWR CHILLED WATER RETURN (N0. INDICATES DETAIL) D DIAMETER M - 3 M-3 DB DRY BULB, DECIBEL SHEET # WHERE SECTION IS DRAWN DEG DEGREE SHEET # WHERE SECTION IS TAKEN DIM DIMENSION PIPING DISCH DISCHARGE CD CONDENSATE DRAINAGE DN DOWN EAT ENTERING AIR TEMPERATURE G NATURAL GAS - STANDARD PRESSURE EFF EFFICIENCY MPG NATURAL GAS - MEDIUM PRESSURE EG ENGINE GENERATOR ELEC ELECTRIC WASTE (W) EQUIV EQUIVALENT PW PUMPED WASTE (PW) EXH EXHAUST EXT EXTERIOR, EXTERNAL RL RAIN LEADER (RL) F FAHRENHEIT OL OVERFLOW RAIN LEADER (OL) FCU FAN COIL UNIT FLR FLOOR PRL PUMPED RAIN LEADER (PRL) FPM FEET PER MINUTE - - - - - - - - - VENT (V) FPS FEET PER SECOND G GAS - COLD WATER (CW) GAL GALLONS - - HOT WATER, POTABLE, 120-F GPM GALLONS PER MINUTE GWB GYPSUM WALLBOARD - - - HOT WATER CIRCULATING HWC , ( ) HD HEAD POTABLE, 1207 HORIZ HORIZONTAL - - 140E- HOT WATER, POTABLE, HP HORSEPOWER TEMPERATURE OTHER THAN 1207 HPU HEAT PUMP UNIT HOT WATER CIRCULATING (HWC), POTABLE, HVAC HEATING, VENTILATING, AND AIR -140E- TEMPERATURE OTHER THAN 1207 CONDITIONING HWR HOT WATER RETURN IRR IRRIGATION HWS HOT WATER SUPPLY ] PIPE CAP ID INDIRECT DRAIN, INSIDE DIAMETER PIPE PLUG IN INCH UNION KW KILOWATT L LONG, LENGTH FLANGE LB POUND GATE VALVE OR BALL VALVE MBH THOUSAND BTU PER HOUR MECH MECHANICAL BALL VALVE MCA MINIMUM CIRCUIT AMPACITY PRESSURE REDUCING VALVE (PRV) MOCP MAXIMUM OVER CURRENT PROTECTION BREAK IN PIPING OR DUCTWORK MTD MOUNTED '".'! CHECK VALVE OD OUTSIDE DIMENSION OR DIAMETER, OVERFLOW DRAIN BALANCING OR PLUG VALVE OPNG OPENING BALANCING/MEASURING VALVE P PD PUMP PRESSURE DROP, PUMPED DRAIN i ID INDIRECT DRAIN, PIPE TO DRAIN POC POINT OF CONNECTION GLOBE VALVE PRV PRESSURE REDUCING VALVE BUTTERFLY VALVE PSIG POUNDS PER SQUARE INCH GAUGE WYE STRAINER RD ROOF DRAIN WYE STRAINER WITH CAPPED HOSE REF REFERENCE END SLOWDOWN VALVE RPM REVOLUTIONS PER MINUTES' SCH SCHEDULE AUTOMATIC CONTROL VALVE, SF SQUARE FOOT 2-WAY SR SUDS RELIEF AUTOMATIC CONTROL VALVE, SS STAINLESS STEEL, SANITARY 3-WAY SEWER SQ SQUARE 2�ailD RELIEF VALVE TYP TYPICAL REDUCED PRESSURE BACKFLOW UON UNLESS OTHERWISE NOTED RPBP PREVENTER V VENT VTR VENT THRU ROOF DOUBLE CHECK VALVE ASSEMBLY W WASTE, WATT, WIDE DCVA ❑o FLOOR DRAIN HOSE BIBB PIPE ALIGNMENT GUIDE FLEXIBLE CONNECTION IN PIPING PIPE SUPPORT IPS A PIPE ANCHOR 9 PRESSURE GAGE THERMOMETER I P/T PRESSURE / TEMPERATURE TEST PORT HOC- VALVE STATION OR ASSEMBLY PUMP ® WASTE/VENT RISER CALLOUT 0 CW/HW RISER CALLOUT APPLICABLE CODES THESE DRAWINGS ARE BASED ON THE FOLLOWING CODES: -2015 INTERNATIONAL BUILDING CODE (WITH WASHINGTON STATE AMENDMENTS) -2015 INTERNATIONAL MECHANICAL CODE (WITH WASHINGTON STATE AMENDMENTS) -2015 UNIFORM PLUMBING CODE (WITH WASHINGTON STATE AMENDMENTS) -2015 INTERNATIONAL FUEL GAS CODE (WITH WASHINGTON STATE AMENDMENTS) -2015 INTERNATIONAL ENERGY CONSERVATION CODE (WITH WASHINGTON STATE AMENDMENTS) GENERAL NOTES GENERAL NOTES - MECHANICAL 1. REFERENCE TO RELATED WORK: "REF" INDICATIONS DENOTE WORK COVERED ELSEWHERE (ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICAL, LANDSCAPE, OR KITCHEN), OR ITEM BASED ON A SPECIFIC MANUFACTURER'S DIMENSIONS (VERIFY). 2. ELECTRICAL CHARACTERISTICS: REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL CHARACTERISTICS (VOLTAGES, ETC.) OF MECHANICAL EQUIPMENT, UNLESS OTHERWISE INDICATED. 3. CODES: COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE PER THE APPLICABLE BUILDING, MECHANICAL, ENERGY, PLUMBING, FIRE, AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL AHJ. 4. PREPARE AND SUBMIT FOR REVIEW A SHOP DRAWING BASED ON FINAL STRUCTURAL SHOP DRAWINGS FOR LOCATING AND ROUTING ALL DUCTWORK, DAMPERS, EQUIPMENT, PIPING, ETC. A. COORDINATE FLOOR AND BEAM PENETRATIONS WITH STRUCTURAL. B. COORDINATE FINAL LOCATION AND ROUTING WITH CEILING, LIGHTS, WALLS, FIRE SPRINKLER PIPING, AND OTHER TRADES WORK C. INCLUDE ADDITIONAL OFFSETS, ELBOWS, ROUTING, EQUIVALENT DUCT SIZING EXCHANGE, RELOCATING, ETC. AS REQUIRED FOR A COMPLETE OPERATING MECHANICAL SYSTEM. D. PROVIDE SHOP DRAWINGS AT NO ADDITIONAL COST TO THE OWNER. 5. MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE EXACT LOCATION OF ALL MECHANICAL EQUIPMENT WITHIN THE STRUCTURE. 6. ACCESS DOORS: COORDINATE WITH ARCHITECT AND LOCATE ALL ACCESS DOORS ON SHOP DRAWINGS PRIOR TO BEGINNING OF CONSTRUCTION. ACCESS DOORS IN FIRE RATED STRUCTURE SHALL BE FIRE RATED. VERIFY ACCESS DOOR LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO BIDDING. 7. ROOF PENETRATIONS: SEE ARCHITECTURAL DRAWINGS FOR ROOF CAP, ROOF CURB, ROOF DRAIN, AND VTR DETAILS. 8. EXPOSED PIPING: PROVIDE CHROME PLATING FOR EXPOSED PIPING IN FINISHED ROOMS. 9. PENETRATIONS: PROVIDE ESCUTCHEON PLATES FOR EXPOSED PIPING PENETRATIONS AND SHEET METAL FLASHING FOR EXPOSED DUCTWORK PENETRATIONS. 10. SHAFT AND PLENUM CONNECTIONS: SEAL CONNECTIONS TO AIR SHAFTS AIRTIGHT. PROVIDE AIRTIGHT SEAL AROUND PENETRATIONS IN AIR PLENUMS. 11. LIGHT FIXTURE CLEARANCE: COORDINATE LOCATIONS OF MECHANICAL WORK TO PROVIDE CLEARANCES OVER LIGHTING FIXTURES FOR REMOVAL AND REPLACEMENT. 12. CABLE TRAYS: DUCTWORK AND PIPING INSTALLED ADJACENT TO ELECTRICAL CABLE TRAYS SHALL ALLOW MINIMUM ACCESS OF 6" ABOVE AND TO THE SIDE OF CABLE TRAYS. 13. ACCESS CLEARANCES FOR MAINTENANCE AND REPLACEMENT: VERIFY PHYSICAL DIMENSIONS OF EQUIPMENT TO ENSURE THAT ACCESS CLEARANCES CAN BE MET. COORDINATE LOCATIONS OF MECHANICAL WORK AND WORK OF OTHER TRADES TO PROVIDE ACCESS CLEARANCES FOR SERVICE AND MAINTENANCE. COORDINATION REQUIREMENTS 1. IRRIGATION: COORDINATE WITH IRRIGATION CONTRACTOR FOR THEIR WATER SUPPLY REQUIREMENTS AND LOCATIONS. 2. UTILITIES: COORDINATE WITH SITE UTILITY CONTRACTOR AND CIVIL DRAWINGS FOR UTILITY CONNECTIONS AND EXTENSIONS. 3. ROOF DRAINAGE: COORDINATE WITH GENERAL CONTRACTOR FOR ROOF DRAIN AND OVERFLOWS, SCUPPER DRAINS, AND CONDENSATE DRAINS. 4. STORM DRAINAGE: VERIFY WITH GENERAL CONTRACTOR FOR STORM DRAINAGE PRIOR TO BIDDING. 5. PLUMBING FIXTURES: COORDINATE WITH ARCHITECTURAL AND OTHER TRADES EXACT LOCATION OF ALL PLUMBING FIXTURES. 6. PIPING: COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT THE SITE PRIOR AND DURING THE CONSTRUCTION. 7. ADJUSTMENTS: ALL EQUIPMENT, MOTORS, FANS GAS BURNERS, IGNITION DEVICES, DRIVES, ETC. SHALL BE ADJUSTED AND BALANCED TO OPERATE AT SPECIFIED RATINGS AS REQUIRED FOR THIS PROJECT SITE AND ACCOUNTING FOR ELEVATION ABOVE SEA LEVEL. 8. APPROVALS: MECHANICAL AND PLUMBING EQUIPMENT SHALL BE APPROVED FOR INSTALLATION IN THE PROJECT LOCATION AND SHALL HAVE ALL CERTIFICATIONS AND RATINGS TO MEET ALL ENERGY, POLLUTION, ENVIRONMENTAL, SEISMIC, ETC. CODES AND REGULATIONS. THE CONTRACTOR SHALL COORDINATE WITH HIS MANUFACTURE SUPPLIERS AND SHALL INCLUDE ALL COSTS REQUIRED TO MEET THESE REQUIREMENTS IN HIS BID. PIPING NOTES 1. DISASSEMBLY PROVISIONS: PROVIDE UNIONS OR FLANGES AT PIPING CONNECTIONS TO EQUIPMENT, COILS, TRAPS, CONTROL VALVES, AND OTHER COMPONENTS TO ALLOW DISASSEMBLY FOR MAINTENANCE. 2. REDUCERS: PROVIDE AS REQUIRED FROM LINE PIPE SIZE TO EQUIPMENT, TRAP, COIL, AND CONTROL VALVE CONNECTION SIZES. 3. OFFSETS: PROVIDE FOR BRANCH LINES TO EQUIPMENT. 4. DIELECTRIC UNIONS: PROVIDE AT CONNECTIONS OF DISSIMILAR PIPE. 5. REFRIGERANT PIPING: PROVIDE SIZING & INSTALLATION IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 6. CONDENSATE DRAIN: PROVIDE A P-TRAP FOR EACH HVAC UNIT CONDENSATE PAN WITH PLUG TEES FOR CLEANING. CONDENSATE DRAINS SHALL BE DISCHARGED TO AN INDIRECT WASTE OR OUTSIDE. PLUMBING NOTES 1. CONNECTIONS: PROVIDE PLUMBING FIXTURE CONNECTIONS TO BUILDING WASTE, VENT, COLD WATER, AND HOT WATER SYSTEM IN ACCORDANCE WITH DRAWINGS, MANUFACTURER'S RECOMMENDATIONS, AND LOCAL CODES. CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNIONS, ETC. AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. REFER TO PLUMBING FIXTURE CONNECTION SCHEDULE ON PLANS. 2. HOT AND COLD: WATER PIPING CONNECTION TO EACH FIXTURE SHALL BE COLD WATER ON THE RIGHT HAND SIDE AND HOT WATER ON THE LEFT HAND SIDE. 3. VENT STACKS: COORDINATE VENT STACK WITH HVAC EQUIPMENT TO MAINTAIN MINIMUM 10' CLEARANCE FROM OUTSIDE AIR INTAKES. 4. CLEANOUTS: PROVIDE CLEANOUTS PER CURRENT UPC AND AS REQUIRED BY LOCAL JURISDICTIONS. CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS WHERE THEY ARE NOT HIGHLY VISIBLE. FLOOR CLEANOUTS IN CARPETED AREAS TO BE FITTED WITH CARPET INSERTS. LOCATIONS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL. NOTE: NOT ALL CLEANOUTS ARE SHOWN ON THE PLUMBING DRAWINGS. 5. SUDS RELIEF: PROVIDE SUDS RELIEF IN ACCORDANCE WITH CURRENT UPC. 6. SHUT -OFFS: SHUT-OFF VALVES SHALL BE INSTALLED IMMEDIATELY AHEAD OF EACH WATER -SUPPLIED APPLIANCE AND IMMEDIATELY AHEAD OF EACH SLIP JOINT OR APPLIANCE SUPPLY. REQUIRED SHUT-OFF VALVES SHALL BE ACCESSIBLE. EXCEPTION: PROVIDE SCREWDRIVER STOPS AT BATH/SHOWERS. 7. TRAP ARMS: PROVIDE TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED CODE REQUIREMENTS. 8. ADA INSULATION: AT PLUMBING PIPING EXPOSED UNDER LAVATORIES, INSULATE THE EXPOSED PIPING AND TRAPS WITH PRODUCT SPECIFICALLY DESIGNED FOR THIS APPLICATION MEETING ADA REQUIREMENTS. PROVIDE HANDI-LAV GUARD OR EQUIVALENT. OFFSET P-TRAPS TO CLEAR WHEELCHAIR ACCESS. 9. FREEZE PROTECTION: WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION. ROUTE NO WATER PIPING IN ATTIC SPACE. HEAT TAPING IS NOT ACCEPTABLE. 10. GAS EQUIPMENT: GAS EQUIPMENT SHALL BE INSTALLED PER EQUIPMENT LISTINGS, LOCAL CODES, AND NFPA. 11. FIREPLACES: EACH FIREPLACE TO HAVE BRASS KEYED WALL SHUT-OFF VALVE. ALL GAS EQUIPMENT TO HAVE UNION, DIRT LEG, AND GAS COCK. 12. WATER HAMMER ARRESTERS: PROVIDE AT THE END OF HOT AND COLD WATER LINES SERVING TWO OR MORE FIXTURES; SIZE IN ACCORDANCE WITH PLUMBING AND DRAINAGE INSTITUTE (PDI) REQUIREMENTS. WATER HAMMER ARRESTORS ARE REQUIRED FOR QUICK CLOSING VALVES, SUCH AS LAUNDRY WASHERS, FLUSH VALVES (PUBLIC TOILETS), ETC. MODEL PPP MIL-D-82036 OR EQUAL. VERIFY SIZE BEFORE ORDERING. 13. TRAP PRIMERS: PROVIDE TRAP PRIMERS AND PIPING FOR DRAINS AND FLOOR SINKS. ARRANGE PIPING TO ACHIEVE EQUAL FLOW TO EACH DRAIN AND FLOOR SINK FOR TRAP PRIMERS SERVING MULTIPLE DRAINS AND FLOOR SINKS. 14. PIPE INSULATION: INSULATE ALL HOT WATER PIPING PER WSEC. MINIMUM PIPE INSULATION THICKNESS DOMESTIC HOT WATER FLUID DESIGN CONDUCTIVITY RANGE OPERATION TEMP. 'F BTU*IN./(H*FT2*.F) NOMINAL PIPE SIZE RANGE, 1-1/2 4 TO < 1 <1-1 2 TO <4 <8 > 105 0.22 - 0.27 1.0 1.0 1.5 1.5 Work City Of Edmonds Building Department PLUMBING Address 23830 EDMONDS WAY Owner EDMONDS CROSSING ------------------------- Approved Date 12/02/2021 Building Official Eric, Cvwf'e r Permit Number BLD2021-1572 DRAWINGS ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. PROVIDE DUCTWORK, CONNECTIONS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY FOR A COMPLETE SYSTEM. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE - -pPRO\ PLANS MIU ON JOB ; PRE -CON MEETING CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION MEETING WITH THE ENGINEER FOR THE PURPOSE OF REVIEWING THE WORK PRIOR TO ORDERING ANY EQUIPMENT OR PERFORMING ANY WORK. THE MEETING SHALL BE LOCATED AT THE PROJECT SITE ON A DATE AND TIME TO BE MUTUALLY AGREED. THE MEETING WILL BE A WORKING SESSION. THE MEETING WILL BE FACILITATED BY THE ENGINEER AND THE AGENDA WILL INCLUDE A DETAILED REVIEW OF THE PLANS AND SPECIFICATIONS, CROSS CHECK WITH OTHER TRADES FOR COORDINATION ISSUES, REVIEW OF PROPOSED PRODUCTS, REVIEW OF PLANNED MEANS AND METHODS, AND ON -SITE INVESTIGATION OF FIELD CONDITIONS RELATIVE TO EXISTING CONDITIONS THAT COULD AFFECT THE WORK. PERSONS ATTENDING THE MEETING SHALL BE KNOWLEDGEABLE OF THE PROJECT AND SHALL BE THE SPECIFIC PERSONS INTENDED TO CONTINUE WITH THE PROJECT THROUGH TO COMPLETION. IF REQUIRED, REVISED PLANS WILL BE ISSUED THROUGH OFFICIAL CHANNELS. CHANGES IN THE BID PRICE WILL BE DISCUSSED, BUT NO CHANGE ORDERS WILL BE ISSUED UNLESS PROCESSED THOUGH OFFICIAL CHANNELS. IT SHALL BE UNDERSTOOD THAT THE ENGINEER HAS NO AUTHORITY TO ISSUE CHANGE ORDERS. THE FOLLOWING TRADES SHALL BE REPRESENTED FOR THE MINIMUM TIME INDICATED: MECHANICAL SHEET METAL 2 HOURS PLUMBING/PIPING 2 HOURS ELECTRICAL 2 HOURS GERERAL CONTRACTOR ALL SESSIONS PIPE MATERIALS 1. WATER DISTRIBUTION PIPING: CPVC. (PEX UP TO 2", CVPC 2y2" AND LARGER) 2. WASTE & VENT PIPING: CAST IRON, ABS, OR PVC. 3. CONDENSATE DRAIN PIPING: PVC, ABS, OR TYPE M COPPER. 4. WATER SERVICE PIPING: CPVC. NOTE: CONTRACTOR SHALL INDICATE THE TYPE OF PIPE MATERIALS INCLUDED IN THEIR BID. ALTERNATE PIPE MATERIALS SHALL BE SUBMITTED TO THE OWNER AND ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. DRAWING INDEX DWG DESCRIPTION INCLUDED IN SET w Cn cV CV a CD P000 LEGEND GENERAL NOTES & DRAWING INDEX • P001 SCHEDULES • P002 CALCULATIONS • P200 UNDERSLAB PLAN • P201 FIRST FLOOR PLAN • P202 SECOND FLOOR PLAN • P203 THIRD FLOOR PLAN • P204 ROOF PLAN • P300 ENLARGED UNIT PLANS • P400 WASTE & VENT RISER DIAGRAMS • P401 WATER SUPPLY RISER DIAGRAMS • P402 DETAILS & DIAGRAMS • P403 DETAILS & DIAGRAMS • RECEIVED Nov 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSULTANT NAME / CONSULTANT LOGO EMERALD CITY ENGINEERS, INC 21 705 Highway 99 2Lynnwood, W98036 00TEL:425-741 PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CIS CHECKED BY MB DATE 29 JULY 2019 ARCHITECT/ ENGINEER SEAL °ooa❑❑❑0000 op��%. of WASy •°°••.. � p o� c ° O° OZQ�oo0oo0�°O 10-20-21 SHEET TITLE LEGEND, GENERAL NOTES, & DRAWING INDEX SHEET NUMBER POOO © 2016 Haynes Wilson Lund Architects, Ilc COPYRIGHT 2021, EMERALD CITY ENGINEERS, INC. CGOLILET J:\2392-001 EDMONDS CROSSING, EDMOND, WA\DWG\POOO.DWG 11-08-2021 12:30 DOMESTIC WATER HEATER SCHEDULE - ELECTRIC EQUIP NO. SERVICE STORAGE, GALLONS ELEMENT KW ELECTRICAL STORAGE, DEG. F. EVERGREEN STANDARD BASIS OF DESIGN MAX STANDBY LOSS (BTUH) ENERGY FACTOR WH-1 RESIDENTIAL UNITS 50 4.5 208V/1 P 120 N/A 0.93 RHEEM PROE50 T2 RH95 (1)(2) WH-2 RESIDENTIAL UNITS 47 4.5 208V/1 P 120 N/A 0.93 RHEEM PROE47 S2 RH95 (1)(2) NOTES (1) PROVIDE WATER HEATER STAND & DRAIN PAN FOR ALL UNITS. REFER TO DETAIL 6 ON P4.04. EXPANSION TANK SCHEDULE EQUIP N0. SERVICE CAPACITY, GALLONS TANK SIZE, IN BASIS OF DESIGN DIA. HEIGHT ET-1 RESIDENTIAL WATER HEATERS 4.4 11 15 AMTROL THERM—X—TROL ST-12 PLUMBING PPE INSULATION SCHEDULE SERVICE MATERIAL THICKNESS FIELD APPLIED VAPOR RETARDER JACKET REQUIRED DOMESTIC, HOT AND RECIRCULATED HOT WATER, OPERATING Y2"—y4" PIPE: 1" TEMPERATURE: 105 TO 140 DEG F. (NOTE: THIS APPLIES MINERAL —FIBER WITH JACKET 1 "-1 y2" PIPE: 1 y2" NONE YES TO ALL HOT WATER AND RECIRCULATED HOT WATER PIPING). 2"-6" PIPE: 2" HORIZONTAL RAINWATER CONDUCTORS LOCATED IN MINERAL —FIBER OR CELLULAR ALL SIZES: 1 /2" FOIL AND PAPER YES CONDITIONED SPACES. GLASS, WITH JACKET ROOF DRAIN BODIES MINERAL —FIBER OR CELLULAR 1 NONE YES GLASS WITH JACKET EXPOSED SANITARY DRAINS AND DOMESTIC WATER "LAV—GUARD" AS N/ A PVC P—TRAP AND NO SUPPLIES AND STOPS FOR FIXTURES FOR THE DISABLED. MANUFACTURED BY TRUEBRO SUPPLY COVERS SCHEDULES PLUMBING FIXTURE SCHEDULE (1) EQUIP NO. FIXTURE TYPE SERVICE SIZE (INCHES) MANUFACTURER MODEL EVERGREEN STANDARD FLOWRATE (MAXIMUM) COMMENTS CW HW W V WC-1 WATER CLOSET 1 /2 — 3 2 WATER CLOSET GERBER 21-902 1.28 GPF SEAT BEMIS 500EC — — — ROUND TOILET SEAT WITH COVER, CLOSED FRONT LAV-1 LAVATORY 1 /2 1 /2 2 1-1/2 LAVATORY REGAL L-1290 — — — DROP IN FAUCET CLEVELAND FAUCET GROUP 47711 L 1.2 GPM BATH-1 BATH/SHOWER 3/4 3/4 2 1-1/2 BATHTUB FIBER—FAB 10OLSC — — — PROVIDE ALL REQUIRED VALVES, NOTE 2 TRIM KIT CLEVELAND FAUCET GROUP 40311 — — — DRAIN, ETC. AS REQUIRED FOR A COMPLETE SYSTEM SHOWERHEAD 1.75 GPM SH-1 SHOWER 3/4 3/4 2 1-1/2 SHOWER ENCLOSURE FIBER—FAB 63FWBF — — — PROVIDE ALL REQUIRED VALVES, NOTE 2 TRIM KIT CLEVELAND FAUCET GROUP 40315 — — — DRAIN, ETC. AS REQUIRED FOR A COMPLETE SYSTEM SHOWERHEAD 1.75 GPM SHOWER DRAIN FIBER—FAB V140NC --- THRESHOLD FIBER—FAB ERT --- SK-1 KITCHEN SINK 1 /2 1 /2 2 1-1/2 SINK DAYTON DSE23322 --- FAUCET CLEVELAND FAUCET GROUP 41611 1.5 GPM PROVIDE 1.5 GPM AERATOR WB-1 CLOTHES WASHER BOX 3/4 3/4 2 1-1/2 CLOTHES WASHER BOX SPECIALTY PRODUCTS OB-210 --- FS-1 PER DWGS — — NOTE 6 FLOOR SINK JAY R. SMITH 3140 — — — NOTE 3 FD-1 PER DWGS — — NOTE 6 FLOOR DRAIN JAY R. SMITH 2O05—A — — — NOTE 3 HB-1 ROOF HYDRANT 3/4 — — — WOODFORD SRH—MS N/A OR EQUAL WCO PER CODE — — — — WALL CLEANOUT JAY R. SMITH 4402 — — — OR JOSAM, WADE, ZURN FCO PER CODE — — — — FLOOR CLEANOUT JAY R. SMITH 4020 — — — OR JOSAM, WADE, ZURN NOTES: (1) CONTRACTOR SHALL CONFIRM MAKE, MODEL, FINISH WITH OWNER PRIOR TO ORDERING. (2) PROVIDE COMPLETE INTEGRAL BACKING AT ALL TUBS & SHOWERS. (3) PROVIDE MUD SET FOR DRAINS LOCATED AT TILE FLOORS. (4) PROVIDE REMOVABLE THRESHOLD FIBER—FAB MODEL ERT. (5) ADA GRAB BARS AND SEAT TO BE SHIPPED LOOSE AND TURNED OVER TO OWNER. (6) SIZE PER PLANS. RECEIVED Nov 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSULTANT NAME / CONSULTANT LOGO EMERALD CITY ENGINEERS, INC 21 705 Highway 99 Lynnwood, WA 98036 TEL: 425-741-1200 PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CIS CHECKED BY MB DATE 29 JULY 2019 ARCHITECT/ ENGINEER SEAL Io-20-21 SHEET TITLE SCHEDULES SHEET NUMBER Pool © 2016 Haynes Wilson Lund Architects, Ilc COPYRIGHT 2021, EMERALD CITY ENGINEERS, INC. CGOULET J:\2392-001 EDMONDS CROSSING, EDMOND, WA\DWG\P001 SCHEDULES.DWG 11-08-2021 12:30 FIXTURE UNIT MATRICES WATER SUPPLY EMERALD GI Y ENG14EERS Edmonds Crossing 21705 HIGHWAY 99 2392-001 LYNNWOOD WA,98036 CG 10/5/2021 1►►7[�IN�F.�llly�lllll�l►�IIII.rII♦]I[� 11:11�`1'►r1117 it �:nr1:I:t�I�:?I FXTURE DFU EACH QTY EACH NUMBER OF ROOMS 1ST 2ND 3RD TOTAL QTY OF FDCLURES TOTAL FIXTURE UNITS LAVATORY 1 1 3 2 2 7 7 WATER CLOSET 3 1 3 2 2 7 21 SNK 2 1 3 2 2 7 14 BATH 2 1 3 2 2 7 14 CLOTHES WASHER 3 1 3 2 2 7 21 WATER HEATER HUB DRAIN 3 1 3 2 2 7 21 98 UNITS WITH 2 BATHROOM S FXTURE DFU EACH QTY EACH NUMBER OF ROOMS 1ST 2ND 3RD TOTAL QTY OF FDCLURES TOTAL FIXTURE UNITS LAVATORY 1 2 1 1 1 6 6 WATER CLOSET 3 2 1 1 1 6 18 SNK 2 1 1 1 1 3 6 BATH 2 2 1 1 1 6 12 CLOTHES WASHER 3 1 1 1 1 3 9 WATER HEATER HUB DRAIN 3 1 1 1 1 3 9 60 TOTAL FIX.TUE UNITS: 158 FIXTURE UNITS HOT WATER SUPPLY EMERALD GITY ENG14EERS Edmonds Crossing 21705 HIGHWAY 99 2392-001 LYNNWOOD WA,98036 CG 10/5/2021 SUPPLY FIXTURE UNIT CALCULATIONS UNTS VNTH 7 BATHROOM IFDCTURE WSFU EACH QTY EACH NUMBER OF ROOMS 1ST 2ND 3RD TOTAL QTY OF FIXTURES TOTAL FIXTURE UNITS LAVATORY 1 1 3 2 2 7 7 WATER CLOSET 2.5 1 3 2 2 7 17.5 SNK 1.5 1 3 2 2 7 10.5 BATH 4 1 3 2 2 7 28 CLOTHES WASHER 4 1 3 2 2 7 28 91 !12 MIRWAIAN:I'A:nr1:I:-PIS:?IE' IFDCTURE WSFU EACH QTY EACH NUMBER OF ROOMS 1ST 2ND 3RD TOTAL QTY OF FIXTURES TOTAL FIXTURE UNITS LAVATORY 1 2 1 1 1 6 6 WATER CLOSET 2.5 2 1 1 1 6 15 SINK 1.5 1 1 1 1 3 4.5 BATH 4 2 1 1 1 6 24 CLOTHES WASHER 4 1 1 1 1 3 12 61.5 1[01r►10a 114u1all 211 ibYA711111111 a 114Ill aall 211 AI WATER MAINS S0NG Emerald City Engineers, Inc. 21705 Highway 99 Lynnwood, WA 98036 Project Name: Edmonds Crossing Project Number: 2392-001 Edited By: CG Edit Date: 10/13/2021 SIZING IS PER 2015 UPC WATER SUPPLY PIPE SIZING CALCULATION FORM UTILITY SUPPLY WATER PRESSURE: OBTAIN FROM CIVIL OR LOCAL UTILITY COMPANY. WATER METER LOSS: TYPICALLY 3-8 PSI. BACKFLOW PREVENTER LOSS: TYPICALLY 5-10 PSI. STATIC LIFT: REQUIRED MINIMUM PRESSURE AT FURTHEST UNIT WATER HEATER: PRESSURE AVAILABLE TO OFFSET FRICTION LOSSES: PIPING SYSTEM LENGTH FROM SERVICE TO FURTHEST FIXTURE: FITIING ALLOWANCE: MAXIMUM FRICTION LOSS FACTOR: SELECTED FRICTION LOSS FACTOR: MAX CW & HW VELOCITY 8 FPS FOR 112" - 2". MAX CW & HW VELOCITY 5 FPS FOR PIPES 2-112" & LARGER. 54.0 PSI STATIC PRESSURE 3.0 PSI 5.0 PSI 25 FEET = 10.8 PSI 34.0 PSI 1.2 PSI 98.0 FEET 49.0 FEET 0.8 PSI/100 FT 0.8 PSI/100 FT SUPPLY PIPE SIZING SCHEDULE FLUSH TANK CW HOT WATER FLUSH VALVE CW PIPE SIZE FLOW, VEL. FIXTURE FLOW, VEL. FIXTURE FLOW, VEL. FIXTURE IN GPM FPS UNITS GPM FPS UNITS GPM FPS UNITS 1/2" 0.7 1.3 --- 0.7 1.3 --- 0.7 1.3 --- 3/4" 2.0 1.6 �4.O 2.0 1.6 �4. �3.9 1.6 1" 3.9 1.9 3.9 1.9 1.9 --- 1-1/4" 6.6 2.1 7.5 6.6 2.1 7.5 6.6 2.1 --- 1-1/2" 10.3 2.4 13.5 10.3 2.4 13.5 10.3 2.4 --- 2" 20.5 2.8 31.0 20.5 2.8 31.0 20.5 2.8 --- 2-1/2" 42.8 3.3 98.0 42.8 3.3 98.0 42.8 3.3 32.5 3" 77.9 3.9 263.5 77.9 3.9 263.5 77.9 3.9 139.5 4" 161.3 4.6 700.0 161.3 4.6 700.0 161.3 4.6 640.0 6" 398.7 5.0 2655.0 398.7 5.0 2655.0 398.7 5.0 2655.0 WATER RUNOUT SIZING Enter Your System Parameters for Each Table: A B C 40 120 40 Water Size Table Temperature(F) 8 8 8 ] Max. Velocity Per Water Temp (ft./sec) FT FT FV WSFU Predominant Fixture Curve Choose the code that your state or local AHJ has adopted. UPC State specific codes are only listed if the fixture unit to gpm conversion differs from a model code. Water Size Chart for Uponor AquaPEX Uponor AquaPEX Water Size Table Uponor AquaPEX Water Size Table Uponor AquaPEX Water Size Table UPC -Flush Tank UPC -Flush Tank UPC - Flush Valve 100% Water @ 40°F 100% Water @ 1207 100% Water @ 40'F 16.666 PSI/100R. 16.666 PSI/300ft. 16.666 PSI/100ft. Max. Velocity=8k./sec. Max. Velocity =BftJsec. Max. Velocity=8ft/sec SAMTARY Pipe WSFU Velocity GPM Size Range (ft./sec.) Pipe Size WSFU Velocity Range MA-) GPM Pipe Size WSFU Velocity Range MA-) GPM 3/8" 0--0 4.60 1.38 1/2" 1--3 5.80 3.20 318" 1/2" 0--0 5.40 1--3 6.70 1.62 3.70 3/8" 1/2" 0--0 4.60 0--0 5.80 L38 3.20 .LDCTTYEN33N EM 314" 4--10 7.40 8.16 314" 4--11 8.00 8.82 34' 1--1 7.40 8.16 2170G HK3il_i,9i�r88 LL�JL�;J�'rTrTl�1F5h6u .7,7 ^^�- 1" 11--20 8.00 14.55 1" 12--20 8.00 14.55 1" 2--2 8.00 14.55 4 W-5 GG 11/4' 21--33 3.00 21.76 11/4" 21--33 8.00 21.76 11/4" 3--4 8.00 21.76 19 1 1 1/2" 34 -- 54 8.00 30.31 1 V2" 34 -- 54 8.00 30.31 l ll2" 5 --13 8.00 30.31 2" 55--134 8.00 51.97 2" 55--134 8.00 51.97 2" 14--51 8.00 51.97 Vtiia,."TE WTLRE UNIT CALCULAT ON5 21/2" 135--270 8.00 79.21 21/2" 135--270 8.00 79.21 21/2" 52--144 8.00 79.21 3" 271-- 443 8.00 112.63 3" 271-- 443 8.00 112.63 3" 145 -- 313 8.00 112.63 UNITS NTH 1 BATHIROM FKTUFE DFU EACH OTY EACH NI-PBEROFFE0CM ;5T 21ND 3FD IOTA L OTY OFFIXTUIFES TOTAL FACTUIFE LNITS LAVATORY 1 1 3 2 2 7 7 VATBRC1_r-= SET 3 1 3 2 2 7 21 SINK 2 1 3 2 2 7 14 EATH 2 1 3 2 2 7 14 CIOTHES VO,SHER 3 1 3 2 2 7 21 ,TER HP TER HLB BAN 3 1 3 2 2 7 21 SB UNIT 5 NTH 2 BATHFUON 5 FACTUFE DFU EACH QTY EACH NLMBEPCFRDCMS 1ST 2ND 3RD IOTA L QTY OFFIXTI-FES TOTAL FPCTUIF� UNITS LAVATCFd( 1 2 1 1 1 B B VY,TERCLCGL7 3 2 1 1 1 B 18 SINK 2 1 1 1 1 3 6 BATH 2 2 1 1 1 B 12 9-OTHES VO,SHER 3 1 1 1 1 3 9 VY,TER HEis TER HLB BAN 3 1 1 1 1 3 9 00 PUBLIC SPACES FACTUIFE DFU TOTAL QTY TOTAL FKTUFEI EACH tST 2ND. 3RD. OF RXnl;ES UNITS FLCCR DRAN 2 •D •D 2 FLCCRS W 8 •D •D 5 TOTAL FKTUE-UNITS: - n5 FACTURE LHITS Calculate 212 uponor Pipe sizing calculator Accurate pipe sizing for your project We understand the importance of precise calculations. Use our pipe sizing calculator for quick, accurate sizing of your plumbing, hydronic or radiant piping project. PLUMBING HYDRONIC Provide the following criteria and then click calculate below. Enter Your Domestic Water Supply Parameters 34 PressureAvailab leatBuilding 25 Min. Fixture Working Pressure Static Loss - System Height (ft.) Additional Component Loss Enter Your Piping Supply Information 16 Longest Run to Fixture(ft.) 50 Fitti ng Allowance (% of number above) RADIANT PIPE HEAT LOSS Email Report Calculation: + 34.00 PSI - 25.00 PSI 0.00 x 0.433 - 0.00 PSI 5.00 PSI Available Pressure For Friction Loss = 4.00 PSI Calculation: + 16.00 FT + 6.00 FT Total Developed Length = 24.00 FT Friction Loss Rate Per Foot (Friction Loss/TDL) = 0.166 PSI/FT Friction Loss Rate per 100 Feet (Friction Loss /TDL100) = 16.666 PSI/SOOFT 112 RECEIVED Nov 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSULTANT NAME / CONSULTANT LOGO rrn EMERALD CITY ENGINEERS, INC 21 705 Highway 99 Lynnwood, WA 98036 TEL: 425-741-1200__f I PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CIS CHECKED BY MB DATE 29 JULY 2019 ARCHITECT/ ENGINEER SEAL p❑❑❑p00, bfi WASy °°°•.. p o� ❑ ooF°•��.........•" \moo �1a0000��°O SHEET TITLE CALCULATIONS SHEET NUMBER P002 © 2016 Haynes Wilson Lund Architects, Ilc COPYRIGHT 2021, EMERALD CITY ENGINEERS, INC. CGOULET J:\2392-001 EDMONDS CROSSING, EDMOND, WA\DWG\P002 CALCULATIONS.DWG 11-08-2021 12:29 C( UNDERSLAB PLAN Z. SCALE: 1 /4" = 1'-0" W NI nTF7- 0 = WASTE/VENT IDENTIFICATION (RISER "5", FOR EXAMPLE). REFER TO DWG P400, DETAIL 1 FOR RISER DETAILS/PIPE SI ZES. WASTE PIPING NOTES: 1. HORIZONTAL WASTE PIPING SHALL SLOPE AT %" PER L.F. MINIMUM FOR ALL PIPES 4" AND LARGER. 2. PROVIDE CLEANOUTS PER CURRENT CPC AND AS REQUIRED BY LOCAL JURISDICTIONS. CLEANOUTS SHALL BE PROVIDED AT 100 FOOT INTERVALS & EACH AGGREGATE HORIZONTAL CHANGE OF DIRECTION EXCEEDING 135 DEGREES. CLEANOUTS SHALL BE LOCATED IN WALLS/ FLOORS WHERE THEY ARE NOT HIGHLY VISIBLE. FLOOR CLEANOUTS IN CARPETED AREAS TO BE FITTED WITH CARPET INSERTS. LOCATIONS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL. NOTE: NOT ALL CLEANOUTS ARE SHOWN ON THE PLUMBING DRAWINGS. WASTE PIPING NOTES: 1. HORIZONTAL WASTE PIPING 4" AND LARGER SHALL SLOPE AT %4" PER L.F. MINIMUM. MAXIMUM FIXTURE UNITS FOR PIPING IS AS FOLLOWS: 4" PIPE: 216 FU'S 6" PIPE: 720 FU'S 8" PIPE: 2640 FU'S PIPING SMALLER THAN 4" SHALL SLOPE %4" PER L.F. MINIMUM. 'SS POC =396.35' DEFER TO CIVIL FOR CONTINUATION) RECEIVED Nov 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSULTANT NAME / CONSULTANT LOGO rrn EMERALD CITY ENGINEERS, INC 21 705 Highway 99 Lynnwood, WA 98036 TEL:425-741-1200 it PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CIS CHECKED BY MB DATE 29 JULY 2019 ARCHITECT/ ENGINEER SEAL 10-20-21 SHEET TITLE UNDERSLAB PLAN SHEET NUMBER P200 © 2016 Haynes Wilson Lund Architects, Ilc COPYRIGHT 2021, EMERALD CITY ENGINEERS, INC. CGOLILET J:\2392-001 EDMONDS CROSSING, EDMOND, WA\DWG\P200.DWG 11-08-2021 12:29 i i FIRST FLOOR PLAN Z SCALE: 1 /4" = 1'-0" RECEIVED Nov 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSULTANT NAME / CONSULTANT LOGO rrn N OTE: 05 = WASTE/VENT IDENTIFICATION (RISER "5", FOR EXAMPLE). FOR EXAMPLE. REFER TO DWG P400, DETAIL 1 EMERALD CITY LOOR NUMBER. FOR RISER DETAILS/PIPE SIZES. ENGINEERS, INC AMPLE, REFER TO A 0 = WATER SUPPLY RISER 21705 Hi9 Lynnwood,, WWAA 98036 500. �� �� IDENTIFICATION (RISER "A", FOR TEL:425-741-1200 it EXAMPLE). REFER TO DWG P401, DETAIL 1 FOR RISER DETAILS/PIPE SIZES. PROJECT TITLE / PROJECT ADDRESS FLAG NOTE: =PIPES TO BE INSTALLED ON THE WARM SIDE OF THE WALL INSULATION. WASTE PIPING NOTES: 1. HORIZONTAL WASTE PIPING SHALL SLOPE AT %" PER L.F. MINIMUM FOR ALL PIPES 4" AND LARGER. 2. PROVIDE CLEANOUTS PER CURRENT CPC AND AS REQUIRED BY LOCAL JURISDICTIONS. CLEANOUTS SHALL BE PROVIDED AT 100 FOOT INTERVALS & EACH AGGREGATE HORIZONTAL CHANGE OF DIRECTION EXCEEDING 135 DEGREES. CLEANOUTS SHALL BE LOCATED IN WALLS/ FLOORS WHERE THEY ARE NOT HIGHLY VISIBLE. FLOOR CLEANOUTS IN CARPETED AREAS TO BE FITTED WITH CARPET INSERTS. LOCATIONS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL. NOTE: NOT ALL CLEANOUTS ARE SHOWN ON THE PLUMBING DRAWINGS. WASTE PIPING NOTES: 1. HORIZONTAL WASTE PIPING 4" AND LARGER SHALL SLOPE AT %4" PER L.F. MINIMUM. MAXIMUM FIXTURE UNITS FOR PIPING IS AS FOLLOWS: 4" PIPE: 216 FU'S 6" PIPE: 720 FU'S 8" PIPE: 2640 FU'S PIPING SMALLER THAN 4" SHALL SLOPE %4" PER L.F. MINIMUM. New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CIS CHECKED BY MB DATE 29 JULY 2019 ARCHITECT/ ENGINEER SEAL 10-20-21 SHEET TITLE FIRST FLOOR PLAN SHEET NUMBER P201 © 2016 Haynes Wilson Lund Architects, Ilc COPYRIGHT 2021, EMERALD CITY ENGINEERS, INC. CGOLILET J:\2392-001 EDMONDS CROSSING, EDMOND, WA\DWG\P201.DWG 11-08-2021 12:29 SECOND FLOOR PLAN Z SCALE: 1 /4" = 1'-0" RECEIVED Nov 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSULTANT NAME / CONSULTANT LOGO rrn N OTE: 05 = WASTE/VENT IDENTIFICATION (RISER "5", FOR EXAMPLE). <1 FOR EXAMPLE. REFER TO DWG P400, DETAIL 1 EMERALD CITY FLOOR NUMBER. FOR RISER DETAILS/PIPE SIZES. ENGINEERS, INC XAMPLE, REFER TO A 0 = WATER SUPPLY RISER 9 Lynnwood, WA 21705 Hi, WA036 '300. �� IDENTIFICATION (RISER "A", FOR TEL:425-741-1200 EXAMPLE). REFER TO DWG P401, -fl DETAIL 1 FOR RISER DETAILS/PIPE SIZES. PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CIS CHECKED BY MB DATE 29 JULY 2019 ARCHITECT/ ENGINEER SEAL Io--0-21 SHEET TITLE SECOND FLOOR PLAN SHEET NUMBER P202 © 2016 Haynes Wilson Lund Architects, Ilc COPYRIGHT 2021, EMERALD CITY ENGINEERS, INC. CGOULET J:\2392-001 EDMONDS CROSSING, EDMOND, WA\DWG\P202.DWG 11-08-2021 12:29 1 FOR EXAMPLE. 'LOOR NUMBER. ,AMPLE, REFER TO 300. —J THIRD FLOOR PLAN Z SCALE: 1 /4" = 1'-0" NI nTF-• 05 = WASTE/VENT IDENTIFICATION (RISER "5", FOR EXAMPLE). REFER TO DWG P400, DETAIL 1 FOR RISER DETAILS/PIPE SI ZES. OA = WATER SUPPLY RISER IDENTIFICATION (RISER "A", FOR EXAMPLE). REFER TO DWG P401, DETAIL 1 FOR RISER DETAILS/PIPE SIZES. RECEIVED Nov 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSULTANT NAME / CONSULTANT LOGO rrn EMERALD CITY ENGINEERS, INC 21 705 Highway 99 Lynnwood, WA 98036 TEL:425-741-1200 it PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CIS CHECKED BY MB DATE 29 JULY 2019 ARCHITECT/ ENGINEER SEAL of a � ' 'pFG/ R 4°° \ 000�g00 AL 2%\ < io-20-21 SHEET TITLE THIRD FLOOR PLAN SHEET NUMBER P203 © 2016 Haynes Wilson Lund Architects, Ilc COPYRIGHT 2021, EMERALD CITY ENGINEERS, INC. CGOLILET J:\2392-001 EDMONDS CROSSING, EDMOND, WA\DWG\P203.DWG 11-08-2021 12:29 ROOF PLAN Z SCALE: 1 /4" = 1'-0" RECEIVED Nov 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSULTANT NAME / CONSULTANT LOGO rrn EMERALD CITY ENGINEERS, INC 21 705 Highway 99 2Lynnwood, W98036 00TEL:425-741 PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CIS CHECKED BY MB DATE 29 JULY 2019 ARCHITECT/ ENGINEER SEAL p�� : ° ° of ASy •°°•. C a ' 'pFG/ R \ 000�000000��< io" 0-21 SHEET TITLE ROOF PLAN SHEET NUMBER P204 © 2016 Haynes Wilson Lund Architects, Ilc COPYRIGHT 2021, EMERALD CITY ENGINEERS, INC. CGOULET J:\2392-001 EDMONDS CROSSING, EDMOND, WA\DWG\P204.DWG 11-08-2021 12:28 SHEET NOTES: 1. REFER TO FLOOR PLANS FOR WASTE & VENT RISER IDENTIFICATIONS AND REFER TO RISER DIAGRAMS FOR WASTE & VENT RISER SIZING. FLAG NOTES: 1� = REFER TO DETAIL 6 ON P4.04 FOR WATER HEATER PIPING DIAGRAM. WATER PIPE SIZING TABLE FIXTURE HOT WATER COLD WATER LAV-1 (0.75 FU) Y2" h" WC-1 (2.5 FU) — Y4" BATH-1 (3 FU) Y" X" SH-1 (2 FU) X X" SK-1 (1.25 FU) Y4 Y4" W13-1 (3 FU) Y" X" NOTE: SIZING APPLIES TO ALL UNIT PLANS. UNIT X3 ENLARGED UNIT PLAN SCALE: 1 /4" = 1'-0" UNIT X2 ENLARGED UNIT PLAN SCALE: 1 /4" = 1'-0" 3' P300 0 UNIT 10 ENLARGED UNIT PLAN SCALE: 1 /4" = 1'-0" UNIT X1 ENLARGED UNIT PLAN SCALE: 1 /4" = 1'-0" RECEIVED Nov 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSULTANT NAME / CONSULTANT LOGO rrn EMERALD CITY ENGINEERS, INC 21 705 Highway 99 Lynnwood, WA 98036 TEL:425-741-1200 it PROJECT TITLE / PROJECT ADDRESS 1 New Construction P300 f o r EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CIS CHECKED BY MB DATE 29 JULY 2019 ARCHITECT/ ENGINEER SEAL p�� : ° ° of ASy •°°•. C a \ 00000��< io" 0-21 SHEET TITLE ENLARGED UNIT P300 PLANS SHEET NUMBER P300 © 2016 Haynes Wilson Lund Architects, Ilc COPYRIGHT 2021, EMERALD CITY ENGINEERS, INC. CGOULET J:\2392-001 EDMONDS CROSSING, EDMOND, WA\DWG\P300.DWG 11-08-2021 12:28 ROOF r If r If N I _ � I � N ILLI� I N Imo, hotI �I(D 10) rI� 1 hot I I 1 I i I —1 „ » I F — — I I 1Y219 I I ROOF 1� SK I i LEVEL 3 HB I I I BA I WC I I LEVEL 3 I� _ I� LL- N I� � I LL r I� I I� I N - I� LL-N LL �I� rIN I � Nn � „ I N 1 I N 1 hot I A I NN LL-� I � I � 1r2 N L` 1 hot I F I CW I I SK I I I I I I 2" I F— I LV hot _ LEVEL 2 HB I I I I � � I BA I I I I WC I I LEVEL 2 T = r I NIA N I� IN _ I� I N N IA NIA IN 1 I 1� „ I I IN h I N I� D I N L� 11hJ IIN 1 J N D I ;�'l L� NILL In J N J J I 1 I LL I I I �-- 1 I I r I „I 1J I „ 2 1 h„ I LV 1h„ I J `o J 1�2' --2„ J I LV I SK J i-- I LEVEL 1 I HB I HB I BA I WC I BA I WC LEVEL 1 N� � � N� N� n N N L� 1 � N � _ N 1 � NL� 1 N N � In N� � � � N 17 N In N (1D FLAG NOTES: REFER TO DETAIL 3 ON P4.04 FOR RISERS RECEIVING WASTE FROM SUDS PRODUCING FIXTURES 3 STORIES OR LESS. WASTE &VENT RISER DIAGRAMS SCALE: NONE CD CD O O O BA = BATHTUB OR SHOWER (2 FU) LV = LAVATORY (1 FU) WC = WATER CLOSET (3 FU) SK = SINK WITH DISHWASHER (2 FU) CW = CLOTHES WASHER (6 FU) CD NOTE: PROVIDE TEST TEES AT EACH FLOOR FOR WASTE AND VENT STACKS FOR TESTING THE PLUMBING SYSTEM. CD O RECEIVED Nov 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSULTANT NAME / CONSULTANT LOGO rrn "LMjj EMERALD CITY ENGINEERS, INC 21 705 Highway 99 2Lynnwood, WA 98036 00TEL:425-741 PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CIS CHECKED BY MB DATE 29 JULY 2019 ARCHITECT/ ENGINEER SEAL p�� : ° ° of ASy •°°•. C a • \ 00000��< 10-20-21 SHEET TITLE WASTE & VENT RISER DIAGRAMS SHEET NUMBER P400 © 2016 Haynes Wilson Lund Architects, Ilc COPYRIGHT 2021, EMERALD CITY ENGINEERS, INC. CGOULET J:\2392-001 EDMONDS CROSSING, EDMOND, WA\DWG\P400 WASTE AND VENT RISER DIAGRAMS.DWG 11-08-2021 12:28 ROOF LEVEL 3 LEVEL 2 LEVEL 1 WATER SUPPLY RISER DIAGRAMS SCALE: NONE 11/9"(13.0 FU L� Ln O N , 11/9"(13 FU O O O CW = CLOTHES WASHER (4 FU) REFER TO ENLARGED PLANS BA = BATHTUB (4 FU) FOR EXTENSION OF PIPING INSIDE LV = LAVATORY (1 FU) RESIDENTIAL UNITS. WC = WATER CLOSET (2.5 FU) SK = KITCHEN SINK & DISHWASHER (1.5 FU) NOTE: PROVIDE SUFFICIENT CONNECTIONS (SWING JOINTS, ETC.) TO PROTECT THE PIPING FROM STRAIN AND STRESS DUE TO MULTISTORY BUILDING EXPANSION AND CONTRACTION. ROOF LEVEL 3 LEVEL 2 LEVEL 1 RECEIVED Nov 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSULTANT NAME / CONSULTANT LOGO rrn EMERALD CITY ENGINEERS, INC 21 705 Highway 99 2Lynnwood, WA 98036 00TEL:425-741 PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CIS CHECKED BY MB DATE 29 JULY 2019 ARCHITECT/ ENGINEER SEAL p�� ; ° ` of ASy •°°•. C a � ' 'pFG/ R \ 4�000000�°< 10-20-21 SHEET TITLE WATER SUPPLY RISER DIAGRAMS SHEET NUMBER P401 © 2016 Haynes Wilson Lund Architects, Ilc COPYRIGHT 2021, EMERALD CITY ENGINEERS, INC. CGOULET J:\2392-001 EDMONDS CROSSING, EDMOND, WA\DWG\P401 WATER SUPPLY RISER DIAGRAMS.DWG 11-08-2021 12:28 Haynes CONNECT ABOVE 1/2" a n, CENTERLINE OF MAY EXTEND AS MAIN WASTE OR VENT V/*11son W11sc BALL VALVE WALL PIPE INSULATION PIPE MOUNT PRIMER VALVE INSULATION JACKET U.L. LISTED &APPROVED Lund PIPE CLAMP 12" FOR EVERY 20' CHROME WALL COVER FIRE SEALANT OF TRAP PRIMER LINE AND SCREW AT FINISH AREAS ONLY _ FLOOR PRECISION PLUMBING PLUGGED TEE o o + PRODUCTS,INC PR-500 WITH CLEANOUT x TRAP PRIMER VALVE RECEIVED 1/2" GRAVITY TRAP FLOOR N18 2021 ov FLOOR DRAIN PRIMER LINE M -- CITY OF EDMONDS DEVELOPMENT SERVICES CAULKING PIPE SLEEVE-1 "(MIN.) DEPARTMENT 1 LARGER THAN rI PENETRATING PIPE SLOPE TRAP INTERIOR WALL CLEANOUT WCO CONSULTANT NAME CONSULTANT LOGO / PRIMER LINE ELEVATION P-TRAP rrn TRAP PRIMER CLEANOUT TO BE CAST 3/4" NEOPRENE PIPE INSULATION WAFFLE PAD, PIPE SLEEVE MASON MINI W IN COVER INSULATION JACKET DETAIL `J PVC OR ABS CLEANOUT 6" THICK BY 18" PIPE CLAMP t. `"'a^''°' ''' ' EMERALD CITY SCALE: NONE P402 WITH COVER FOR SQUARE CONCRETE APPLICABLE DUTY "'' = DETAIL'A' ��''^`��� ENGINEERS, INC PAD 21 705 Highway 99 Lynnwood, WA98036 GRADE OR PAVING FINISHED FLOOR •:•.-°.`'f' `ci.;"- v'v.:+•'>: 425- TEL: 741-1200 - - FIRE PROOFING SEAL PROJECT TITLE /PROJECT ADDRESS - PLAN CUT JACKET & INSULATION TO ALLOW 1 FOR PIPE CLAMP ARM EXTENSION -III -III -III -III PVC OR ABS EXTENSION- �SAME AS DRAIN SIZE & FILL-IN VOID W/ INSULATING CEMENT New Construction PVC OR ABS LONG SWEEP UP TO 4" DIAMETER %4 BEND OR PVC OR ABS COMB. Y & %$ BEND. f o r (USE REDUCING TYPE PIPE RISER SUPPORT FOR SIZE CHANGES) DETAIL EDMONDS SCALE: NONE P402 BUILDING WASTE DIRECTION OF FLOW CROSSING OR DRAIN EXTERIOR CLEANOUT TO GRADE (COTG) INTERIOR FLOOR CLEANOUT (FCO) APARTMENTS INSTALL CW ROUGH -IN APPROXIMATELY 8" AFF (CONFIRM ELEVATION WITH ARCH PLANS). CLEANOUT DETAIL r WATER CLOSET CW SUPPLY 23830 Edmonds Way SCALE: NONE P402 DETAIL 6 TERMINATE SLEEVE FLUSH WITH %PIPE SLEEVE OF SIZE TO FINISHED WALL SURFACE PASS PIPE AND INSULATION Edmonds, WA. 98026 (IF APPLICABLE) WITH MIN %" SCALE: NONE P402 ANNULAR SPACE REVISIONS PIPE AND INSULATION (IF APPLICABLE) CENTERED IN SLEEVE FINISHED ESCUTCHEON PLATE FLUSH AGAINST WALL AND FIRESTOP SLEEVE AT OF SIZE TO COMPLETELY FIRE -RATED WALLS COVER OPENING CONCEALED PIPING PIPING EXPOSED TO VIEW 1 /3 H FROM TOP SHUTOFF OF THE TANK INTERIOR WALLS VALVE TRAP PRIMER PERMIT DOCUMENTS 29 JULY 2019 UNISTRUT P-1000T BID DOCUMENTS 0 o CHANNEL, BOLT TO 0 WALL STRUCTURE SEALING AND ANCHORING CONSTRUCTION DOCUMENTS FIRE SPRINKLER WITH (2) 3/8" BOLTS, GALV STEEL PIPE SLEEVE COLLAR FOR CONCRETE VENT TO RISER DISCHARGE MINIMUM. OF SIZE TO PASS PIPE WALLS EXTERIOR AND INSULATION WITH IN Y/2" ANNULAR SPACE SEAL ENDS OF SLEEVE WITH PROJECT NUMBER 0 o EXPANDING FOAM WEATHER— TIGHT SEALANT DRAWN BY CIS 1 h" VENT PIPE CHECKED BY MB z P1458 BRACKET, (3) 1 /2" INSULATE AS APPLICABLE, PIPE AND INSULATION DATE 29 JULY 2019 ARCHITECT/ ENGINEER SEAL 3" COLLECTOR FUNNEL BOLTS AND NUTS, TYPICAL : ::: EXTEND OUTDOOR JACKETING IF APPLICABLE THROUGH PENETRATION AND ( ) OF 2 PLACES. CENTERED IN SLEEVE TERMINATE NEATLY 3" FROM 2"x16GA. GALV. INSIDE FACE OF WALL COAT EXTERIOR SURFACES Ooao❑0000 oOo�\�J D. e�OpO O,` ....•'W•" O O S.M. STRAP OUTDOOR INDOOR OF SLEEVE WITH COAL TAR O ofN . O p :° .O NOTE: THE SEISMIC STRAPS a �' ❑ SHALL BE AT POINTS WITHIN ❑ 4%3" REDUCER THE UPPER 1 /3 AND LOWER NOTE: 1/3 OF THE WATER HEATER. SEISMIC STRAPS NOT REQUIRED EXTERIOR WALLS ABOVE GRADE 2" WASTE PIPE P-TRAP AT THE LOWERPOINT A IF APPROVED BY AHJ. OOp'��ONAL E'p00 oo❑❑❑oo MINIMUM OF 4, SHALL BE FLOOR MAINTAINED ABOVE THE CONTROLS WITH THE STRAP. I0^20-21 SHEET TITLE Li DETAILS & DIAGRAMS WATER HEATER HUB DRAIN WATER HEATER SEISMIC STRAPPING PIPE SLEEVES THROUGH WALLS DETAIL DETAIL rT DETAIL 2 SHEET NUMBER SCALE: NONE P402 SCALE: NONE P402 SCALE: NONE P402 P402 © 2016 Haynes Wilson Lund Architects, Ilc COPYRIGHT 2021, EMERALD CITY ENGINEERS, INC. CGOULET J:\2392-001 EDMONDS CROSSING, EDMOND, WA\DWG\P402 DETAILS AND DIAGRAMS.DWG 11-08-2021 12:27 CONCRETE FLOOR OR WALL THROUGH -SLAB PENETRTION SLEEVE OR WRAP PIPING TO PROTECT AGAINST BREAKAGE PER CODE PIPE SLAB PENETRATION DETAIL 5 SCALE: NONE P403 PEX BRANCH LINES TO EACH FIXTURE UNIT MANIFOLDS WITHOUT SPLICES. (TYP) TTTT CW SUPPLY MANIFOLD LOCATED MIN 18" L I J_ _L JL FROM WATER HEATER CONNECTION. fT&P M 8>> I K " � T SUBMETER EXPANSION TANK FAUCET SINK COUNTER TOP TO SANITARY SEWER APPROVED DISHWASHER'S AIR GAP FITTING HOSE CLAMP (TYP) HOSE DISHWASHER FAUCET DRAIN HOSE FOOD WASTE DISPOSER FLOOR DISHWASHER DRAIN CONNECTION DETAIL SCALE: NONE OUTDOOR JACKETING TO ELBOW ROOF CURB ASSEMBLY - 45' FROM DISHWASHER 18 GA GALV STEEL HOOD WITH WATER- TIGHT JOINTS. USE SS FASTENERS FILL VOID WITH URETHANE FOAM / INSULATION (TYP) SUPPORT LIP SECURE TO CURB, Y2" SS LAG BOLTS, MIN 2 PER SIDE, SILICONE SEALANT IN HOLE PRIOR TO INSERTING BOLT (TYP) SEISMIC STRAPS WATER ROOFING (SECURE TO STRUCTURE) HEATER 4 ROOF DECK P402 WATER HEATER DRAIN PAN, 26" OATEY 34164 OR EQUAL FLASHING COLLAR AND SEALANT, FASTEN TO DECK WATER RTAD HOLDRITEEAT40ESS24NA PIPE PENETRATION THROUGH ROOF DETAIL HUB DRAIN RESIDENTIAL WATER HEATER DETAIL SCALE: NONE WASTE LINE TO SANITARY SEWER VENT TRAP PRIMER 6 P403 SCALE: NONE NOTES ACW=AUTO CLOTHESWASHER CLOTHESWASHERS ARE USED IN THESE DRAWINGS TO ILLUSTRATE AN EXAMPLE OF A SUDS PRODUCING FIXTURE. SECTION 711.0 REQUIRES THAT BATHTUBS, LAUNDRIES, WASHING MACHINE STANDPIPES, KITCHEN SINKS AND DISHWASHERS BE CONSIDERED AS SUDS -PRODUCING FIXTURES. SECTION 711.0 STATES..."DRAINAGE CON- NECTIONS SHALL NOT BE MADE INTO A DRAIN- AGE PIPING SYSTEM WITHIN EIGHT (8) FEET (2438 mm) OF ANY VERTICAL TO HORIZONTAL CHANGE OF DIRECTION OF A STACK CONTAINING SUDS -PRODUCING FIXTURES." PREVIOUS CODE WORDING USED THE PHRASE "FIXTURE CON- NECTIONS" WHICH WAS DIFFICULT TO INTERPRET SINCE IT WAS NOT DEFINED IN CHAPTER 2. A "DRAINAGE CONNECTION" BY DICTIONARY DE- FINITION IS SIMPLY ANY FITTING CONVEYING LIQUID WASTE OR SOIL INTO A DRAINAGE PIPING SYSTEM. SECTION 711 WOULD NOT PREVENT THE INSTALLATION OF A "VENTING CONNECTION" (OTHER THAN A REQUIRED PARALLEL VENT STACK) INSTALLED TO RELIEVE AIR PRESSURES IN THE SYSTEM WITHIN EIGHT FEET OF THE VERTICAL TO HORIZONTAL CHANGE IN DIRECTION. SUDS RELIEF - 3 STORIES OR LESS DIAGRAM SCALE: NONE 10' 10' 5' 2' INSULATION PIPING OPENING IN DECK TO MATCH CURB ID F F VTR I ACW I ACW _J ACW RECEIVED Nov 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSULTANT NAME / CONSULTANT LOGO rrn EMERALD CITY ENGINEERS, INC 21 705 Highway 99 Lynnwood, WA 98036 TEL:425-741-1200 it PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CIS CHECKED BY MB DATE 29 JULY 2019 ARCHITECT/ ENGINEER SEAL 000a❑❑❑0000 o° N p' e� °o op��%. of WASy °°°°•.. � p ............. ° \O� O�-4�000000��0 10-20_21 SHEET TITLE DETAILS & DIAGRAMS 3 SHEET NUMBER P403 P403 © 2016 Haynes Wilson Lund Architects, Ilc COPYRIGHT 2021, EMERALD CITY ENGINEERS, INC. CGOULET J:\2392-001 EDMONDS CROSSING, EDMOND, WA\DWG\P403 DETAILS AND DIAGRAMS.DWG 11-08-2021 12:27