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16415 SMOKEY POINT BLVD_BLD3356_2026
GENERAL LEGEND AIR DISTRIBUTION LEGEND PIPING LEGEND DRAWING INDEX Q( SYMBOL DESCRIPTION SYMBOL j ABBR I DESCRIPTION I SYMBOL ABBR DESCRIPTION SYMBOL ABBR I DESCRIPTION DWG.NO, I TITLE H� LIGHT LINEWK/RK INDICATES M0.1 COVER SHEETANO GENERAL INFO CAP PIPE END CAP l� A DETAIL SYMBOL: A=IDENTIFYING NUMBER 1 LIGHT UNEWORK INDICATES M0.2 MECHANICAL SPECIFICATIONS EXISTING PIPING OR EQUIPMENT �I O R B=MEET WHERE DETAIL I9 SHOWN EXISTING DUCT OR EQUIPMENT INDICATES PIPING OR EQUIPMENT O PIPE TURNING DOWN OR AWAY M0.3 MECHANG SPECIFICATIONS M0.5 PLUMBIMECHANGSPECHEDU E TO BE REMOVED PIPE TURNING UP OR TOWARD M0.5 MECHANICAL SCHEDULES W DETAIL SYMBOL: A=IDENTIFYING NUMBER IN DI CAT ES OUCT OR EQUIPMENT 88 58 SANITARY SEWER-OUTSIDE BUILDING AND PIPE TURNING DOWN OR AWAY(TEE) M0S MECHANICAL SCHEDULES B=SHEET WHERE DETAIL IS TAKEN TO BE REMOVED BELOWGROUND M0.7 PLUMBING SCHEDULES �' E'I Cq B C C=MEET WHERE DETAIL IS SHOWN D REDUCER(NOT TYPICALLY SHOWM) M1.1 HOLMAN RECOVERY FLOOR-HVAC PLAN 8D SO STORM DRAIN-OUTSIDE BUILDING AND 12 BELOWGROUND PIPE CONNECTION M1.2 HOLMAN RECOVERY ROOF-HVAC PLAN I M 1j-16x1 18z12 DUCT SIZE N INCHES �- M21 MECHANICAL DETAILS a Co SECTION SYMBOL:A=IDENTIFYING LETTER FIRST SIZE LISTED IS SIDE SHOWN W WASTE(&SOIL)-ABOVE GROUND-INTERIOR * MECHANICAL PIPEANCHOR P1.1 HOLMANR RECOVERY FLOOR-WATERPLUMBING PLAN a lA B B MEET WHERE SECTION IS MOM WASTE(B SOIL)-BELOW GROUND-INTERIOR (NOT ALWAYS SHOWN,SEE SPECIFICATIONS) P1.2 HOLMANRECOVERY FLOOR-UNDERGROUND SANITARY PLUMBING PLAN ACOUSTIC LINED DUCT V VENT T P1.3 NATU RECOVERY FLOOR-SANITARY PLUMBING PLAN -ARW ARW ACID RESISTANT W0.STE PIPE ALWAYS SHOWN, P2.1 NATUBALGASRILS DIAGRAM q (� CID SECTION SYMBOL:A=IDENTIFYING LETTER (NOT ALWAYS SHOWN,SEE SPECIFICATIONS) P3.1 PLUMBING DETAILS p R I-I--I� - -ARV- - ARV ACID RESISTANT VENT P32 PLUMBING DETAILS B C B=SHEET WHERE SECTION IS TAKEN { I�I�x R DUCT OFFSET(Ul IN LYSHWN) CW COLD DIRECTION OF ARROW - HE HOSE BIBB r I""I C MEET MERE SECTION IS SHOWN (NOT TYPICALLY SHO WATER-DOMESTIC �a O -- HW HOT WATER-DOMESTIC WHINFWAI WALL HYDRANT.,NON-FREEZE WALL HYDRANT ' \ W to D D D DUCT OFFSET ION)IN DIRECTION OF ARROW ----- HWC HOT WATER CIRCULATING-DOMESTIC -------i CO/MO CLEANOUT a WALL CLEANOUT v F a SECTION CUT LINE INDICATOR (NOT TYPICALLY SHOWN) RD RD RAINWATER DRAINAGE-ABOVEGROUND w O L_ � FCO/SCO FLUSH CLEANOUTa SURFACE CLEANOUT � 1188.0 18"0 ROUND DUCT IN INCHES RD RD RAINWATER DRAINAGE-BELOWGROUND FDC FIRE DEPARTMENT CONNECTION w 0 KEYED REFERENCE NOTE OR SHEET NOTE -ORO- ORD RAINWATER DRAINAGE OVERFLOW-ABOVEGROUND lit 18x12"0 FIRE SPRINKLER ALARM GONG 7 0 POINT OF CONNECTION(POC)SYMBOL � 18xi2'0 OVAL DUCT IN INCHES -ORD- ORD RAINWATER DRAINAGE OVERFLOW-BELOW GROUND D D DRAIN-INDIRECT 0 AD AREA DRAIN r, co Pi PLUMBING FIXTURE REFERENCE(REFER TO SCHEDULE) 18x10 18z12 CHANGE OF DUCT SIZE - -RV- - RV RELIEF VALVE VENT O FDar FFD FLOOR DRAIN a FUNNEL FLOOR DRAIN NM-1 EQUIPMENT IDENTIFICATION(REFER TO SCHEDULES) PIPE SLOPE DIRECTION ® FS FLOOR SINK 1 MEDICAL GAS OUTLET IDENTIFICATION(REFER TO SCHEDULE) 18z�� CHANGE OF DUCT SIZE(TRIANGLE NOT ALWAYS MOM) -ICW--- ICW INDUSTRIALCOLDWATER O OD OVERFLOWDRAIN -SCW--- SCW SOFTCOLD WATER RD ROOF DRAIN �-® RECTANGULAR SUPPLY DUCT ELBOWTURNED UP -FCW--- FCW COLD WATER(FLUSHING SYSTEM) 04 SHUTOFF VALVE(AS SPECIFIED FOR PIPING SYSTEM) 1 No BV BALL VALVE REVISION CLOUD AND REVISION NUMBER -IHW---- IHW INWSTRIAL HOT WATER E -KM---- KHW KITCHEN HOT WATER tV CKV CHECKVALVE V RECTANGULARSUPPLYOUCTELSOW GENERAL NOTES <8> BINARY )SENSING SWITCH TURNED DOWN OR AWAY -KHWC----- KHWC KITCHEN HOT WATER CIRCULATING M BFV BUTTERFLY VALVE OR DUCT W (PIPE OR DUCT MOUNTED) -LHW---- LHW LAUNDRY HOT WATER E"1 B BUTTERFLY VALVE W/MEMORY STOP 1. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL MATERIALS MIDMIDLABOR NECESSARY TO 1-1 RECTANGULAR RETURNIEXHAUST DUCT ELBOW TURNED UP -LHWC----- LHWC LAUNDRY HOT WATER CIRCULATING SAL VA BALANCING VALVE CONSTRUCT COMPLETE AND OPERATIONAL SYSTEMS. kA DFI AL W O BINARYIE-C)SENSMSWITCH NPW NEW NOWPOTABLE WATER p[T BSV COMBINATION BALANCING/SHUTOFF VALVE 2 CONTRACTOR IS RESPONSIBLE FOR COMPLYING MATH AND INCORPORATING ALL SPECIFICATIONS VN (SURFACE MOUNTED) --T,-� IW IW IRRIGATIONWATER SUBMITTED NTH PACKAGE. W RECTANGULAR RE MYHAUST DUCT ELBOW ACV WAY MODULATING CONTROL VALVE W/ACTUATOR ANALOG SENSING DEVICE TURNED DOWN ORR A AWAY DI DI IONIZE.. ',�dy' ACV &SWAY MODULATING CONTROL VALVE W/ACTUATOR 3. CONTRACTOR ISCREPNCISHALL BET VERIFY ISTIN WORK PRIOR TO WINGSCONSTRUCTION TUALCOCORRECT ANY DISCREPANCIES BETWEEN EXISTING WORK SHOWN ON DRAWINGS AND ACTUAL CONDITIONS ON (PIPE OR DUCT MOUNTED) OW DW CONDENSERDISIMEDW WATTERER O SITE,AS REQUIRED TO MEET ALL CODES AND REGULATIONS. �-] SMALL RECTANGULAR DUCT ELBOW TURNED DOOM OR AWAY 68 2-POSITION CONTROL VALVE ANALOG SENSING DEVICE -CS CS CONDENSER WATER SUPPLY ® (SURFACE MOUNTED DF PRV PRESSURE REDUCING VALVE 4. COORDINATION WITHALL TRADES IS REQUIRED TO AVOID CONFLICTS AND DELAYS.NO ® ROUND DUCT ELBOW TURNED UP -CR- CR CONDENSER WATER RETURN ALLOWAN ES WILL BE MADE FOR REWORK DUE TO POOR COORDINATION BETWEEN INVOLVED RV RELIEF VALVE ANALOG SENSINGFOR MEASURED UREDFLMOUNTED -COS- CM CHILLED WATER SUPPLY COOLING � TRADES. ® (SURFACE ) q FINS FLOW MEASUREMENT STATION (APPROPRIATE FOR MEASURED FLUID) -CNR CM CHILLED WATER RETURN COOLING5, CONTRACTOR SHALL MANE THE REQUIRED ARRANGEMENTS FOR TRANSPORTING ALL MECHANICAL Cj BEn+ SUBSCRIPT LETTER(%)INDICATES: �� ® ROUND DUCT ELBOWTURNED DOWN OR AWAY -RE RE LIQUID UNE-REFRIGERANT b STR Y-TYPE STRAINER EQUIPMENT INTO THE BUILDING AND TO ITS FINAL INSTALLATION LOCATION. 04-A+`�p Cs A-ALARM PRESSURE SENSOR D-DIFFERENTIALPRESSURE RS IRS SUCTION UNE-REFRIGERANT BIG GLV GLOBE VALVE 6. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING DIMENSIONS PRIOR TO F-FLOW RATE ORDERING MATERIALS AND INSTALLING EQUIPMENT.THE DRAWINGS REPRESENT THE GENERAL HG HG HOT GAS LINE REFRIGERANTOSV VA OUTSIDE SCREW AND YOKE VALVE H-HUM IDITY �� ENDOFDUCTyWTHCAP ARRANGEMENT OF MECHANICALAND ELECTRICAL SYSTEMS AND OTHER WORK. CONTRACTOR L-LOWLIMIT J (UNLESS INDICATED OTHERWISE) HWS HWS HOT WATER HEATING SUPPLY EXp yq EXPANSION VALVE SHALL MAKE REASONABLE MODIFICATIONS TO LAYOUT AND COMPONENTS TO AVOID CONFLICTS �^ P-PRESSURE(STATIC) OATH OTHER TRADES.SIGNIFICANT MODIFICATIONS TO LAYOUTS AND COMPONENTS SHALL BE T-TEMPERATURE -HWR HWR HOT-RHEATINGRETURN REVIEWED AND APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION.SUCH J gp V-VELOCITY B VOLUME FLOW RATE S YAWAVA Y IIIIIIIIIK FLEX FLEXIBLE DUCT FOS FOS FUEL OIL SUPPLY LDIJ FCV FLOW CONTROL VALVE MODIFICATIONS SHALL NOT BE GROUNDS FOR ADDITIONAL COMPENSATION TO CONTRACTOR. 1_W�U FLANGES -FOR- FOR FUEL OIL RETURN I UNION 7. CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS NTH SUFFICIENT LEAD TIME TO PREVENT 10/8/20 © ABBREVIATIONS DELAYING THE COMPLETION OF THE PROJECT.DELAYS IN DELIVERIES WILL NOT BE CONSIDERED G G NATURAL GAS -}- ABBR I DESCRIPTION ABBR DESCRIPTION AD DUCT ACCESS DOOR JUSTIFIABLE CAUSE FOR SUBMISSION OF SUBSTITUTE MATERIALS. LPG LPG UQUIDPETROLEUMGAS b THREADED DRAIN PLUG B. AP IN ED RSHALL GIVE 24 HOURE)AND NOTICE,IWHMEN A PROVAL BUILDING THE BU DING OR(OR ABV ABOVE L LENGTH UPS UPS LOW PRESSURE STEAM SUPPLY ADPO STpREP PRIOR ED SHUT T ORE OR DISRUPTION OF EEO THE BUILDING AD MRACCESS HANDING EAT LEAVING AIR TEMPERATURE j MALE(GARDEN)HOSE CONNECTION WITH CAP ADMINISTRATOR PRIOR Tit SHUT DOWN OR DISRUPTION OF SERVICE TO ANY AREA CONTRACTOR ANU MR LING UNIT LBS FOUNDLINEAR RECTANGULAR ELBOW WITH TURNING VANES -LPR LPR LOW PRESSURE STEAM CONDENSATE RETURN Cq AL ACOUSTICLINED LF LINEAR FOOTIFEET Q TP TEST PLUG SHALL ALSO COORDINATE LOCATION SHAM IMAKE SVSTEM(3ORT T DOWNIZE POINTS THE CN AP ACCESS PANEL LVG LEAVING (SINGLE LINE) -MPS- MPS(20) MEDIBER INP PARENTHESIS SUPPLY DTHE OMITMERR DISRUPTION OF.CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE THE I AP AIR PRESSURE DROP LNG LOWWALL GRILLE NUMBER IN PARENTHESIS INDICATES PSI DpNMTIME OR DISRUPTION OF ANY SYSTEMS. MPR- MPR(20) MEDIUM PRESSURE STEAM CONDENSATE RETURN SHOCK ARRESTOR ARCH AUTOMACT/ARCEFVALURAL LWR LEAVING REGISTER I ARV ACID RE TISTA T ENT LWR LEAVING WATER TEMPERATURE RADIUS ELBOW(SINGLE UNE) NUMBER IN UREPARENTHESIS STEAM INDICATES PSI 9. CONTRACTOR SHALL BE RESPONSIBLE ATIONSNTAINIG FIRE IRERA RATED SMOKE RATING D LL ACIDRESTISTANTVENT HPS HPS(100) HI UMBER IN ESTHE SUPPLY �T TH aTI THERMOMETER(TEMPERATURE INDICATOR) PENETRATION ALL FIREFIRER STOP ALL PENETRATIONS THROUGH FIRERATEDESTOPPEFLOORS,ATHEE CEILINGS.ALL FIRE RATED PENETRATIONS SHALL BE TEMPORARILY FIRE STOPPED AT THE END OF ARW ACID RESTISTANT WASTE MAX MAXIMUM NUMBERINERE.TH CONDICATES PSI EACH NARK DAY AND PERMANENTLY FIRE STOPPED AT THE COMPLETION OF THE PROJECT. MBH 1UNITS PER HOUR THERMAL HER HPR(100) HIUMBER I SUREST ESI CONDENSATE RETURN II B STIR BASKET STRAINER BOP BACKDRAFTDAMPER UNITS CONTROL NUMBER IN PARETHESIS INDICATES PSI 10.COORDINATE ALL DIFFUSERIGRILLE INSTALLATIONS WITH ARCHITECTURAL REFLECTED CEILING BFP BACK FLOW RSEPO ER MCC MOTOR CONTROL CENTER BRANCH DUCT TAKE-OFF �Q BHP BRAKE HORSEPOWER MECH MECHANICAL (SINGLE LINE) PR PR STEAM CONDENSATE RETURN(PUMPED) 7P PI PRESSURE INDICATOR PLAN. UJ BG BELOWGROUND MFR MANUFACTURER AN AN ATMOSPHERIC VENT 11. ALL NEWVOLUME DAMPERS INSTALLED SHALL BE FLAGGED NTH FLUORESCENT ORANGE BJ BETWEEN JOISTS MIN MINIMUM BTU BRITISH THERMAL UNIT MISC MISCELLANEOUS MA MA COMPRESSED MEDICAL AIR AAV AUTOMATICAIRVENT SURVEYOR'S TAPE FOR IDENTIFICATION. STUN BRITISH THERMAL UNITS PER HOUR MTD MOUNTED LA LA COMPRESSED LABORATORY MR 4 MANUAL AIR VENT 12. SIZES OF DUCT RUNOUTS,FLEXIBLE DUCT CONNECTIONS,AND SPIN-IN TAPS SHALL BE EQUAL TO MTG MOUNTING DIFFUSER NECK SIZE.SEE PLANS. C CENTIGRADE MV MV MENCALVACUUM '^a CC COOLING COIL N/A NOT APPLICABLE L VD VOLUME DAMPER ® 13, ALL DUCTWORK SHALL BE SUPPORTED IN STRICT COMPLIANCE WITH SMACNA OR LOCALLY 0 CD CEIUNG DIFFUSER WC NORMALLY CLOSED 02 02 OXYGEN B PUMP(DIAGRAM) ACCEPTED CODE,WHICHEVER IS STRICTER. CFM CU IC FEET PER MINUTE N/O NORMALLY OPEN CG CEILING GRILLE NC NOISE CRITERIA N20 N20 NITROUS OXIDE CI CAST IRON TWO POSITION PARALLEL-BLADE DAMPER 14, ALL DUCTWORK SHALL BE RANGED SHEET METAL UNLESS NOTED OTHERWISE.ALL DUCT SHALL LAIC NOT IN CONTRACT W/ACTUATOR -N2 N2 NITROGEN {/x/1 FLEXIBLE CONNECTOR RECONSTRUCTED PER LATESTVERSION OF SMACNA DUCT CONSTRUCTION STANDARDS CLG CEILING NTS NOT TO SCALE CO C -0O2- CO2 CARBON DIOXIDE INCLUDING DUCT MIN THICKNESS. CONED CONCRETE TE CA OUTSIDE AIR FDPR FIRE DAMPER A A COMPRESSED AIR INDICATESASSEMBLYOF PIPING COMPONENTS 0 00NN CONNECT.,CONNECTION OBD OPPOSED BLADE DAMPER (AS NOTED OR DIAGRAMED) 16.INSULATION USED IN THIS PROJECT SHALL MEET CRITERIA PRESCRIBED BY LOCALLY ACCEPTED Cq • l� CONST CONSTRUCTTRUCTION OA: ON CENTER V V VACUUM CODES. CONT CONNNUATION OD OUTSIDE DIAMETER -LG- LV LASTE GA EVACUATION i6.ELBOWS SHALL DIMENSIONING VANE INSIDE NET FREE ALL MITERED RECTANGULAR CR CONDENSATE RETURN OpNG OPENING SOPR SMOKE DAMPER Hy ...A ELBOWS SHALL HAVE TURNING VANES. W M O WGE- ME WASTE GAS EVACUATION Q W DB DIRECT a DRY ITALCOB EDy PRESSURE CONTROL VALVE 17.THERMOSTATS SHALL BE INSTALLED AT4WABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. I U E-I CQ DA DIRECT DIGITAL CONTROL PD PRESSURE DROP FED FIRE/SMOKE DAMPER W/ACTUATOR DIA DIAMETER PLCS PHASE ` 18.DUCT SMOKE DETECTORS,AS SHOWN IN PLANS,TO PROVIDE AUTOMATIC SHUTDOWN IN ..y DIM DIMENSION PLCS PLACES ACCORDANCE NTH LOCALLY ACCEPTED CODES.DUCT SMOKE DETECTORS SHALL BE PROVIDED C� V DN DAWN POC POINTOF CONNECTION I OATH WALL MOUNTED REMOTE TEST/ANNUNCIATOR STATION. DPR DAMPER POUA PRESSUR REDUCING E UCIN b MD MODULATING OPPOSED BLADE DAMPER N OWG DRAIMNG PRV PRESSURE REDUCING VALVE W/ACTUATOR ry V PSI POUNDS PER SQUARE INCH 19.SEE PSUR FOR CONDENSATE DRAIN ROUTING.CONDENSATE DRAIN SHALL NOT BE R 11M...O E-100 EXHAUST AIR PSIG POUNDSPERSQUARE INCHGAGE DUCT FITTING REQUIREMENTS HARD SURFACES.ROUTE CONDENSATE DRAIN LINES TO SANITARY SEWERS,STORM DRAINS, .O NUMBER INDICATES CFM QUANTITY DRYVrELLS,OR GRASSY AREAAS INDICATED ON DPAlMNGS,OR AB ALLOWED BY LOCAL EA EACH R-100 RETURN AIR 1 BDD BACKDRM7 DAMPER THE FOLLOWING DUCT FITTINGS ARE CONSIDERED ACCEPTABLE.THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR OTHER FITTINGS PRIOR TO FABRICATION,ONLY FITTINGS WITH EQUAL OR AUTHORITY. �y EAT ENT ERINGAIRTEMPERATURE NUMBER INDICATES CFM QUANTITY LOWER PRESSURE DROP WILL BE CONSIDERED. Ef a USTFAN 20.MAINTAIN ALL MANUFACTURERS RECOMMENDED SERVICE CLEARANCES FOR ALL EQUIPMENT. V TJ U EG EXHAUST GRILLE RA RETURN AIR EC ELECTRIC or ELECTRICAL RAG RETURN AIR GRILLE ® DSD DUCT SMOKE DETECTOR DUCT ELBOWS OFFSETS BRANCH DUCT TAKEOFFS 21.REFER TO ARCHITECTURAL SITE PLANS FOR LOCATION OF BUILDING. ELEV ELEVATION pRpEg REQUIRED QO EMCS ENERGY MANAGEMENT CONTROL SYSTEM P REDUCED PRESSURE BACKFLOW NOTE:OFFSETS(TO AVOID OBSTRUCTIONS)ARE REQUIRED BUT W MINIMUM PRESSURE DROP M.ALL CONTROLS CONDUIT AND WRING INSTALLED BY CONTROLS CONTRACTOR.ALL CONTROLS PREVENTOR 7.5 KW480.30 EQUIPMENT-MOUNTED ELECTRIC HEATING COIL. ARE NOT NECESSARILY SHOWN ON THE PLANS. DEVICES TO BE SELECTED,INSTALLED,CONFIGURED AND TESTED BY THE CONTROLS ESP EXTERNAL STATIC PRESSURE RPM REVOLUTIONS PER MINUTE IF NOT INDICATED ON SCHEDULES, RECTANGULAR CONTRACTOR TO ACHIEVE THE OPERATIONAL INTENT COMMUNICATED THROUGH THESE EWT ENTERING WATER TEMPERATURE FIRST NUMBER INDICATES COIL HEATING CAPACITY(KILO-WATTS), W DUCT DRAWINGS.CEI HIGHLY RECOMMENDS THE MECHANICAL CONTRACTOR HIRE A CONTROLS (� EXH EXHAUST 5-100 SUPPLY AIR SECOND NUMBER INDICATES SUPPLYVOLTAGE(IN VOLTS), J- CONTRACTOR TO DUAL,INSTALL,AND COMMISSION THE CONTROLS UNLESSTHEYHAVETHEIR EXSTa(E) EXISTING NUMBER INDICATES CFM QUANTITY THIRD NUMBER INDICATES PHASE(S). O 1:4 UNDT. =1I2W/ 4''`° IL ONM IN HOUSE CONTROLS TECHNICIANS DEDICATED FULL-TIME TO THE DESIGN ANDIN3TPILATION h+.lF FAHRENHEIT SA SUPPLVAIR KWA6030 TERMINAL OR DUCT MOUNTED ELECTRIC HEATING COIL CSNAIR VELOCITY PININOF DIGITAL CONTROLS. �1 EyBF SUPPLY FAN An'l FA FACEAREA IF NOT INDICATED ON SCHEDULES, 1,500 FPM ROUND DUCT FCO FLOOR CLEANOUT SHT SHEET LLLLGGGGGGGUIII FIRST NUMBER INDICATES COIL HEATING CAPACITY(KILO-WATTS), R=W ROUND O OK ONLY RUNOUT TO SINGLE M.THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR STARTUP AND COMMISSIONING OF ALL FCU FAN COIL UNIT SIM SIMILAR SECOND NUMBER INDICATES SUPPLY VOLTAGE(IN VOLTS), DIFFUSER OR EQUIPMENT INCLUDING PREPARING STARTUP FORMS FOR ALL EQUIPMENT,BALANCING AND LG DUCTS W/AIR VELOCITY RECTANGULAR UNDER ra W FD FLOOR DRAIN SP STATIC PRESSURE THIRD NUMBER INDICATES PHASE(S). GRILLE ONLY REPORTBVNEBB CERTIFIED BALANCER,MSOPERA FUNCTIONAL ASITESTING NDED.OFEQUIPMENT TO CONFIRM 30 SQUARE OVER CTS FPS AND 1,500 FPM ALL COMPoNENTS WORK ANDTHE SYSTEMS OPERATE AS INTENDED. Z FDPR FIRE DAMPER SO FT SQUARE FOOTIFEET ALL DUCTS UPSTREAM OF (Y..1 E•Q FED FUNNEL FLOOR DRAIN TERMINAL UNITS yy FF FINAL FILTER SS STAINLESS STEEL HYDRONIC HEATING OR COOLING COIL.REFER TO DRAWING 7A.ALL EQUIPMENT SHALL BE INSTALLED,PIPED,AND WIRED PER MANUFACTURERS INSTRUCTIONS. W /-�E- FLR FLOOR STD STANDARD NOTES AND/OR SCHEDULE FOR CAPACITY. Z N�N 1--1 VJ FPM FEET PER MINUTE RADIUS D 45° 25.PROVIDE MECHANICAL SYSTEMS COMMISSIONING FOR ALL AUTOMATICALLY CONTROLLED W W THK THICK RADIUS ELBOWS T D=12W,BUT NOT SYSTEMS PER WASHINGTON STATE ENERGY CODE.ALL CONTROLLED DEVICES SHALL BE FPS FEET PER SECOND 1 MORE THAN I2" wP4 TP TRAP PRIMER a TEST PLUG ACCESS PANEL CALIBRATED,TESTED,AND REPAIRED TO FUNCTION PER THE MANUFACTURER'S F,-1 FT FOOT/FEET TY TYPICAL 12"x12"ACCESS PANEL (1/3W OKIF RECOMMENDATIONS,PROVIDE DOCUMENTATION INDICATING TESTING METHODS AND RESULTS, Ga Fr-1 FV FACE VELOCITY UNDER 3,000 FP M) PROVIDE PRELIMINARY WRITTEN DOCUMENTATION AS REQUIRED PRIOR TO APPLICATION FOR TU TERMINAL UNIT ON BOTTOM OF DUCT AIR FILTER UPSTREAM OF TURNING OBTAIN PRIOR APPROVAL FOR ALL -°-1 W I- j GA GAGEa GAUGE ' VANES.REQUIRED FOR RETURN B EXHAUST LOCATIONS CERTIFICATEOFOCCUPANCV.COMPLETED COMMISSIONING REPORT SHALL BE SUBMITTED TO THE Qi W Qi GAL GALLON UBC UNIFORM BUILDING CODE RETURN AND EXHAUST DUCTS ' AIR EXTRACTOR ARCHNECTIENGINEER. U'Ify GALV GALVANIZED UFC UNIFORM FIRECODE ADJUSTABLE FROM /l/ �GJT W O GPH GALLONS PER HOUR UMC UNIFORM MECHANICAL CODE TURNING VANES OUTSI TABLE FROM 26.PROVIDE ENERGY METERING AND ENERGY CONSUMPTION MANAGEMENT PER SECTION C409, GPM GALLONS PER MINUTE UPC UNIFORM PLUMBING CODE SOUNDATTENUATOR TURNING VANES INCLUDING THE FOLLOWING: UG UNDERGROUND `ACCESS PANELEYPICPL) OK ONLY tT APpROVALAIN �ORALL 1)C409.2-ENERGY SOURCE METERING:COORDINATE HVAC EQUIPMENT ELECTRICAL ENERGY Received ",..� yyU]z H HEIGHT UH UNIT HEATER CHANGE OF DUCT SIZE REQUIRED FOR RETURN 150lEFPM RETURN AND EXHAUST 2)C4094GMEASURREME ELECTRICAL NT DEVCES,DATAACQUPROVIDE 10NATURAL GAS METERING STEM AND ENERGY DISPLAY TO COMPLY l� O HD HEAD BIXHAUSTDUCTS I I LOCATIONS n CD E- HP HORSEPOWER VA VALVE INDICATES SUPPLY AIR FLOW DIRECTION -�IWI� WITHTHEREQUIREMENTSOFTHISSECTION. NOV042020 HTG HEATING VAC VACUUM R=12Ylr �y y HVAC HEATING,VENTILATION AND VAV VARIABLE AIR VOLUME DUCTSW/AIRVELOCITY YY�''11^�..�1 w F-1 z VO VOLUME DAMPER INDICATES RETURNaIXHAUST AIR FLOW DIRECTION MAX.15° 1 ✓✓l`0 'j AIR CONDITIONING UNDER 1,500 FIRM 1�CO I"1 HWG HIGH WALL GRILLE W' VELOCITY R=W HWAt HIGH WALL REGISTER VFD VARIABLE FREQUENCY DRIVE CEILING SUPPLY DIFFUSER REFER TO DIFFUSER AND TRANSITION NOT LESS THAN TWICE THE DUCT AREA VTR VENT THRU ROOF DUCTSW/AIR VELOCITY HZ HERTZ GRILLE SCHEDULE FOR ADDITIONAL INFORMATION. OVER 1,500 FPM AND 41 F4•y QI W WIDE CONICAL SPIN-IN OR ALLDUCTSUPSTREgM OF ID INSIDED ELEVATION TO CO TERMINAL UNITS IE INVERT ELEVATION WITH LINEARSLOTDIFFUSER.REFERTODIFFUSERAND SIZE ATLEAST0%GECTION .;ITYOFARLINGTON -COFFMAN NO WITHOUT SIZE AT LEAST SMALL EgTER IN INSULk INCHES GRILLE SCHEDULE FOR ADDITIONAL INFORMATION. THAN AREA OF SMALLER INSUL INBULATON WE WET BULB DucT BUILDING DEPARTMENT ENGINEERS WCO WAIL CLEANOUT INV INVERT m CEILING GRILLE(RETURN,EXHAUST OR TRANSFER) END TAP WG WATER GAGE WGE WASTE GAS EVACUATION REFER TOLINFODIFFUSER AND GRILLE SCHEDULE FOR APPROVED 1997 Park Lane KW KILOWATT WE WATER PRESSURE DROP ADDITIONAL INFORMATION. 1 �6Burlington, M rI KWH KILOWATT HOUR WT WEIGHT DATE BY WA 98233 GRILLE,REGISTER OR OPEN DUCT ��II NO CHANGES AUTHORIZED SUPPLY SHOWN) y ( UNLESS APPROVED BY THE ph 360.707.5656 N BUILDING INSPECTOR �+ OFFICE COPY www.coffman.com SPECIFICATIONS PRODUCT REQUIREMENTS 3. IT HAS BEEN DETERMINED THAT COMMISSIONING IS NOT REQUIRED FOR THE 7. ACOUSTIC LINING FOR RETURN AND EXHAUST DUCTS: FIBERGLASS, 1.5-INCH MECHANICAL SYSTEMS ON THIS PROJECT. THICKNESS UNLESS OTHERWISE NOTED, WITH A BLACK PIGMENTED NEOPRENE i • THE MATERIAL AND EQUIPMENT SHALL BE NEW,BEST QUALITY AND AS SPECIFIED. COATED.MAT SURFACE ON THE AIR-STREAM SIDE, 1-1/2 POUNDS PER CUBIC FOOT QI GENERAL REQUIREMENTS •. EQUIPMENT SHALL BE FURNISHED COMPLETE WITH ALL PARTS NECESSARY FOR BALANCING DENSITY,FIRE HAZARD CLASSIFICATION FHS 25/50 PER UL 723. ALL CUT EDGES SHALL PROPER OPERATION.MATERIAL AND EQUIPMENT SHALL BE CLEANED AND FREE FROM 1�1 BE COATED WITH CODE-APPROVED ADHESIVE TO PREVENT EROSION: SUMMARY DENTS,SCRATCHES,AND CORROSION.EQUIPMENT SHALL PROVIDE QUIET OPERATION CQ BALANCING: PROVIDE THE SERVICES OF A QUALIFIED BALANCING FIRM TO OBTAIN AIR ,( FLOWS WITHIN 10%OF THE AMOUNTS INDICATED ON THE DRAWINGS. BALANCING FIRM EXECUTION SHALL BE A MEMBER OF NEBB OR AABC.OBTAIN A/E APPROVAL OF THE BALANCING FIRM 8. FLEXIBLE DUCTS: ACCEPTABLE ONLY WHERE INDICATED ON THE DRAWINGS. W THE WORK COVERED , THIS AND ALL OTHER.MECHANICAL SECTIONS CONSISTS OF AT BEGINNING OF PROJECT. PROVIDE DRIVE ADJUSTMENTS AS REQUIRED TO OBTAIN THE FURNISHING ALL LABOR,EQUIPMENT,APPLIANCES AND MATERIALS AND PERFORMING ALL • THE WORK SHALL BE PERFORMED BY PERSONS SKILLED IN THE PARTICULAR TRADE, EXTERIOR REINFORCED LAMINATED VAPOR BARRIER, D INCH THICK FIBER GLASS .. �cq FLOWS,AND PROVIDE TOTAL FLOW,PRESSURE,RPM AND AMPERAGE MEASUREMENTS AT OPERATIONS REQUIRED FOR A COMPLETE INSTALLATION OF ALL HEATING AND AND INCLUDES ALL WORK NECESSARY TO PROPERLY COMPLETE THE INSTALLATION IN INSULATION(K=.25 AT 75 DEGREES F.),ENCAPSULATED SPRING STEEL WIRE HELIX VENTILATION SYSTEMS AS HEREINAFTER SPECIFIED,IN STRICT ACCORDANCE WITH THIS A MANNER THAT PRESENTS A NEAT AND FINISHED APPEARANCE. ALL EQUIPMENT.AT THE COMPLETION OF THE PROJECT,COMPLETE AND SIGNED . qND IMPERVIOUS,SMOOTH,NON-PERFORATED INTERIOR VINYL LINER. UL 181 LISTED v1 C p AND ALL SECTIONS OF THESE SPECIFICATIONS,DRAWINGS,TERMS AND CONDITIONS OF BALANCING REPORTS SHALL BE SUBMITTED TO THE A/E AND OWNER INDICATING ALL 1.4 p p MEASURED VALUES ALONG WITH CORRESPONDING DESIGN VALUES AND WITH FLAME-SPREAD RATING NOT OVER 25,SMOKE-DEVELOPED RATING NOT OVER 50. W p THE CONTRACT, ALL APPLICABLE CODES, ORDINANCES AND LAWS GOVERNING EACH. d� THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS NOTES/DISCUSSION WHERE RESULTS WERE NOT WITHIN 10%OF DESIGN VALUES. MINIMUM LENGTH 8',MAXIMUM LENGTH 8',MINIMUM OF 1 ELBOW,NOT GREATER THAN 2 SYSTEM.UPON COMPLETION,THE SYSTEMS SHALL BE FULLY FUNCTIONAL,ADJUSTED,AND ej 1 RECOMMENDED BY THE EQUIPMENT MANUFACTURER, REQUIRED BY CODES AND ELBOWS. USE FLEXMASTER USA TYPE 8M,R$.0. r, READY FOR USE. W A 10 NECESSARY FOR THE PROTECTION OF PERSONNEL, SUCH AS SCREENS, GUARDS, ALL WORK AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE FOLLOWING: BASIC MATERIALS AND METHODS(APPLIES TO ALL WORK) M RELIEF VALVES,VENTS,OVERFLOW,ETC.,WHICH SHALL BE PROVIDED AND INSTALLED 2015 INTERNATIONAL BUILDING CODE WITH STATEWIDE AMENDMENTS IN AN APPROVED MANNER. 9. FLEXIBLE CONNECTORS: PROVIDE FLEXIBLE CONNECTORS AT FANS AND EQUIPMENT ICC/ANSI A117.1-09,ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES,WITH STATEWIDE GENERAL C O.p AMENDMENTS THAT DO NOT HAVE INTERNAL VIBRATION ISOLATION. INDOOR: UL LISTED HYPOLON r , (� M CONTRACTOR SHALL.INSTALL ALL EQUIPMENT FOLLOWING ALL MANUFACTURER'S COATED GLASS FABRIC OR NEOPRENE COATED NYLON FABRIC. FLAME \./ 2015 INTERNATIONAL RESIDENTIAL CODE WITH STATEWIDE AMENDMENTS • REQUIREMENTS.CONTACT ENGINEER IF CONFLICTS ARISE. WORK INCLUDED:THIS SECTION APPLIES TO ALL MECHANICAL WORK NORMALLY SPECIFIED RIC. E RESISTANT TO E- 2015 INTERNATIONAL MECHANICAL CODE WITH STATEWIDE AMENDMENTS UNDER DIVISIONS 21,22 AND 23,AND REPRESENTS REQUIREMENTS IN ADDITION TO THE 250 R 24 OZ/SQ.YD. DURODYNE"NEOPRENE"OR ELGEN"HYPOLON". 2015 INTERNATIONAL FIRE CODE WITH STATEWIDE AMENDMENTS • INSTALLATION, GENERAL: FOLLOW MANUFACTURER'S INSTRUCTIONS AND UTILIZE REQUIREMENTS STATED IN OTHER SECTIONS.THESE SPECIFICATIONS DO NOT COVER ALL 2015 UNIFORM PLUMBING CODE WITH STATEWIDE AMENDMENTS GOOD INDUSTRY PRACTICE WHEN INSTALLING ALL WORK. USE ONLYSKILLED ITEMS THAT WILL BE REQUIRED FOR COMPLETE AND WORKING SYSTEMS.WHERE IC-i 2015 UNIFORM WASHI GT PLUMBING STATE ENERGY CODE MATERIALS OR EQUIPMENT NEEDED FOR THIS PROJECT ARE NOT COVERED IN THESE 10. DUCT ACCESS DOORS: PROVIDE IN SUFFICIENT QUANTITY,LOCATIONS,AND SIZES TO TRADESPEOPLE WITH QUALIFIED SUPERVISION. ALL WORK SHALL BE LEFT NEAT AND SPECIFICATIONS,PROVIDE THE MATERIALS AND EQUIPMENT OF A QUALITY EQUAL TO OR PROVIDE PROPER ACCESS TO DAMPERS AND EQUIPMENT THAT MAY REQUIRE 2015 INTERNATIONAL EXISTING BUILDING CODE WITH STATEWIDE AMENDMENTS FOUND IN CLEAN. BETTER THAN THAT GENERALLY UTILIZED BY THE INDUSTRY FOR SIMILAR PROJECTS IN M THE IBC SERVICE. VENTLOCK WITH PIANO HINGE AND/OR CAM LATCHES SUPPLY DUCT W THE SAME GEOGRAPHIC AREA NATIONAL ELECTRICAL CODE(NFPA 70)WITH STATEWIDE AMENDMENTS • CONCEALMENT: PIPING AND DUCTWORK SHALL BE CONCEALED WITHIN BUILDING ACCESS DOORS SHALL BE DOUBLE WALL,WITH 1"INSULATION. OTHER RELEVANT NATIONAL FIRE PROTECTION(NFPA)ASSOCIATION AND AMERICAN CONSTRUCTION,UNLESS SPECIFICALLY INDICATED OTHERWISE. WHERE PIPING IS A. SUPPORT AND HANGERS PETROLEUM INSTITUTE(API)INDUSTRY CODES. INDICATED TO BE EXPOSED TO VIEW IN FINISHED SPACES OR CABINETS, PROVIDE 11. VOLUME DAMPERS: BALANCING DAMPERS SHALL BE PER SMACNA STANDARDS. HEAVY �•J UNDERWRITERS'LABORATORIES. CHROME ESCUTCHEONS WHERE THE PIPING PENETRATES THE WALL, FLOOR OR SUPPORT OF MECHANICAL SYSTEMS: EACH PIECE OF EQUIPMENT SHALL BE SUPPORTED DUTY QUADRANTS WITH SETTING SCALE AND SECURE LOCKING THUMB NUTS. LOCAL UTILITY CODES, CEILING CONSTRUCTION. (FROM ABOVE OR BELOW)IN NOT LESS THAN FOUR CORNERS FROM THE BUILDING ALL APPLICABLE INDUSTRIAL SAFETY AND HEALTH LAWS AND REGULATIONS. STRUCTURE. PIPING AND DUCTWORK SHALL BE SUPPORTED AT INTERVALS SPECIFIED, ALL APPLICABLE ENERGY CODES. WATER SEALING AT FLOORS: PROVIDE WATER TIGHT SEALING AT EACH FLOOR WITH EACH SYSTEM SUPPORTED INDEPENDENTLY FROM THE BUILDING STRUCTURE. 12. FIRE DAMPERS: 1-1/2 HOUR RATED,DYNAMIC,UL LISTED FIRE DAMPERS,EACH WITH �h LOCAL PLUMBING CODES. PENETRATION INCLUDING PIPING WITHIN WALL CAVITIES.PROVIDE WATER SLEEVES U LOCAL BUILDING,MECHANICAL AND FIRE CODES. FRAME AND SLEEVE,LISTED FOR VERTICAL AND/OR HORIZONTAL INSTALLATION,WITH SEALED TO THE FLOOR CONSTRUCTION AND PROJECTING NOT LESS THAN 1.5"ABOVE SEISMIC BRACING:PROVIDE COMPLETE SEISMIC BRACING FOR ALL NEW PIPING, W ALL GOVERNING RULES AND REGULATIONS BY LOCAL AND STATE AUTHORITIES. FLOOR WHERE INSULATED PIPING PENETRATES THE FLOOR. THE.INTENT IS.TO DUCTWORK,TERMINAL UNITS AND EQUIPMENT AS REQUIRED BY THE 2015 IBC WITH ALL FUSIBLE LINK RATED TO CLOSE AT 165 F. OVERSIZE DAMPERS AS REQUIRED TO �N ALL CONTRACT DOCUMENTS PERTAINING TO THIS PROJECT ARE HEREBY MADE A PART OF MINIMIZE PASSAGE OF WATER DURING A SIGNIFICANT WATER LEAKAGE EVENT. LOCAL AMENDMENTS AND ASCE/SCI 7-10(THE CURRENT CODE). BRACING MAYBE PER RESULT IN NOT LESS THAN 85 PERCENT FREE AREA FOR LOW VELOCITY DUCTS AND x THIS SPECIFICATION. SEALING IS REQUIRED FOR CONCRETE FLOORS, BUT NOT REQUIRED FOR OTHER GUIDELINES ESTABLISHED BY RESTRAINT MANUFACTURERS SUCH AS;MASON 100 PERCENT FREE AREA FOR MEDIUM OR HIGH VELOCITY DUCTS. INSTALL PER V THE CONTRACTOR IS RESPONSIBLE TO MAKE SURE OF A CLEAR UNDERSTANDING OF BOTH FLOOR SYSTEMS WHERE THE CONSTRUCTION ITSELF,AT THE PIPE PENETRATION, INDUSTRIES AND I.S.A.T PROVIDED THEY MEET THE CURRENT CODE.ALL BRACING SHALL MANUFACTURER INSTRUCTIONS. a• PLANS AND SPECIFICATIONS,PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES BE DESIGNED AND MANUFACTURED BY MASON,I.S.A.T,OR PRIOR-APPROVED ALTERNATE. SHALL BE BROUGHT TO THE ATTENTION OF THE GENERAL CONTRACTOR AND ENGINEER ALLOWS SIGNIFICANT WATER SEEPAGE(PLANKED WOOD FLOOR FOR EXAMPLE.) MANUFACTURER SHALL FURNISH PROJECT-SPECIFIC DRAWINGS SHOWING THE CORRECT �+ PRIOR TO COMMENCEMENT OF WORK.THE ENGINEER SHALL NOT BE HELD ACCOUNTABLE COORDINATION WITH OTHER TRADES: COMPLETE DRAWINGS AND SPECIFICATIONS OF BRACE FOR EACH PROJECT-SPECIFIC LOCATION. 13. COMBINATION FIRE SMOKE DAMPERS: DAMPERS SHALL BE UL 555 1-1/2 HOUR AND UL FOR LACK OF NOTIFICATION BY THE MECHANICAL AND/OR PLUMBING CONTRACTORS. ALL TRADES WILL BE FURNISHED OR WILL BE AVAILABLE FOR INSPECTION IN THE 555S CLASS I LEAKAGE CLASSIFIED. DAMPERS SHALL HAVE A NORMALLY-CLOSED 120 CONSTRUCTION OFFICE AT THE JOBSITE. CAREFULLY CHECK THESE DRAWINGS AND CONNECTIONS THE BUILDING STRUCTURE: PROVIDE ALL NECESSARY CONNECTIONS TO VOLT DAMPER MOTOR AND REUSABLE RESETTABLE LINK CLOSURE DEVICE RATED TO EXISTING CONDITION INFORMATION SPECIFICATIONS BEFORE INSTALLING ANY WORK. IN ALL CASES,CONSIDER THE WORK THE BUILDING STRUCTURE FOR SEISMIC RESTRAINTS AND SUPPORTS.WHERE CONCRETE CLOSE AT 165 F. SMOKE DETECTOR BE SIMPLEX WITH AUX.CONTACTS RATED OF ALL OTHER TRADES AND COORDINATE WORK WITH THAT OF THE SHEET METAL, STRUCTURE IS PRESENT,REVIEW THE USE OF CONCRETE ANCHORS WITH THE ARCHITECT, - - PIPING,PLUMBING,FIRE PROTECTION,ELECTRICAL,AND SITE-WORK SUBCONTRACTORS, OWNER,AND GENERAL CONTRACTOR,AND VERIFY THAT THERE ARE NO POST-TENSIONED FOR W VAC,AND SHALL INCLUDE ACEILING-MOUNTED ANNUNCIATOR LIGHT MOUNTED .BEFORE SUBMITTING BID, THE CONTRACTOR SHALL EXAMINE SITE CONDITIONS TO SLABS OR OTHER CONDITIONS THAT NEED TO BE TAKEN INTO ACCOUNT IN SETTING OF 9 DETERMINE ANY EFFECT ON EXECUTION OF WORK AND INCLUDE COSTS IN BID. BY .BELOW THE DAMPER. d SO THAT THE BEST ARRANGEMENT OF ALL EQUIPMENT,PIPING,CONDUIT,DUCTS,AND ANCHORS. UTILIZE MCCULLOUGH"KWIK-BOLT',PHILLIPS SELF-DRILLING ANCHORS, a1' SUBMITTING A BID THE CONTRACTOR IS ACKNOWLEDGING THAT THEY HAVE SUFFICIENTLY OTHER RELATED ITEMS CAN BE OBTAINED. GREGORY"BULLDOG,"OMARK"DRILL ANCHORS",OR OTHER APPROVED ANCHOR TO UNDERSTOOD THE SCOPE OF CONSTRUCTION WORK REQUIRED AND HAVE INCLUDED IN ATTACH TO CONCRETE STRUCTURES. WHERE BUILDING STRUCTURE IS WOOD OR STEEL, 14. HEAT TRACING: PROVIDE SELF-REGULATING,PARALLEL-RESISTANCE HEATING CABLES BID, WHETHER SPECIFIED OR NOT, THE SUPPLY AND INSTALLATION OF ALL ITEMS ELECTRICAL CLEARANCES:COORDINATE WITH ALL TRADES TO MAINTAIN ELECTRICAL OBTAIN ARCHITECT APPROVAL OF HARDWARE AND METHODS TO BE UTILIZED FOR REQUIRED BY GOOD PRACTICE TO PROVIDE COMPLETE AND OPERATIONAL SYSTEMS. ATTACHMENT TO THE STRUCTURE. OF CROSSLINKED CONDUCTIVE POLYMER CORE, FLAME-RETARDANT POLYOLEFIN SERVICE CLEARANCE (PER NATIONAL ELECTRICAL CODE) .FOR MECHANICAL EQUIPMENT. INSULATING JACKET, STAINLESS-STEEL BRAIDED.CABLE COVER WITH POLYOLEFIN �re� Ivut 8f' PERMIT APPLICATION ADDITIONAL FRAMING: PROVIDE STEEL FRAMING MEMBERS TO TRANSFER LOAD FROM CUTER JACKET WITH UV INHIBITOR. RAYCHEM OR EQUAL. 10/8/20 QUALITY REQUIREMENTS SUPPORT POINTS AT HANGERS TO LOCATIONS WHERE CONNECTIONS CAN BE MADE TO OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BEFORE AND DURING THE BUILDING STRUCTURE. FRAMING MEMBERS SHALL BE 12-GAUGE MINIMUM,1-318"X 15. COMPRESSED-AIR PIPING CONSTRUCTION. • ON COMPLETION OF THE WORK,FURNISH SATISFACTORY EVIDENCE THAT ALL WORK 1-5/8"MINIMUM CROSS-SECTION SIZE;UNISTRUT,POWERSTRUT,OR OTHER HAS BEEN INSTALLED AND INSPECTED IN ACCORDANCE WITH THE APPLICABLE CODES. APPROVED. SELECT MEMBER SIZE AND TYPE,AS APPROPRIATE FOR LOAD PER MANUFACTURER GUIDELINES SUBSTITUTION PROCEDURES • THE OWNER AND/OR GENERAL CONTRACTOR SHALL DECIDE WHETHER OR NOT THE • PIPING MATERIAL:BLACK STEEL,SCHEDULE 40,ASTM A53 GRADE B OR A120 WITH � FINISHED WORK IS SATISFACTORY AND IF ANY MATERIAL OR EQUIPMENT HAS NOT T THREADED ENDS. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS OF PIPE HANGERS:CLEVIS OR RING HANGERS WITH STEEL RODS. HANGERS FOR INSULATED BEEN PROPERLY INSTALLED OR FINISHED. THE MECHANICAL AND/OR PLUMBING PIPING SHALL BE SIZED FOR OUTSIDE INSULATION AND 6"SHIELDS SHALL BE PROVIDED AT FITTINGS:CLASS 150,MALLEABLE IRON,ASTM A197,WITH THREADED ENDS DESIGN. THE CONTRACTOR MAY PROPOSE A SUBSTITUTION OF OTHER MATERIAL OR CONTRACTOR IS OBLIGATED TO REPAIR OR REPLACE THE MATERIAL OR EQUIPMENT IN ALL HANGERS TO PROTECT INSULATION. PIPE SUPPORT SPACING PER IMC.PROVIDE ANSUASMEB16.3 OR WELDING FITTING PER ASTM A234,GRADE WPB. j EQUIPMENT, WHICH IN HIS OPINION WILL ACCOMPLISH THE DESIGN FUNCTION AND IS A MANNER SATISFACTORY TO THE OWNER WITHOUT COST TO THE OWNER. PLASTIC SEPARATION BETWEEN CLAMPS AND COPPER PIPE. • VALVES:WATTS B6000 LH.LINE SIZE WITH THREADED ENDS. EQUAL TO THAT SPECIFIED.ALL COSTS INCURRED BECAUSE OF THIS SUBSTITUTION SHALL • GUARANTEE:GUARANTEE MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR BE BY THE CONTRACTOR. THE ENGINEER SHALL BE THE JUDGE OF THE QUALITY AND AFTER THE DATE OF SUBSTANTIAL COMPLETE. REFER TO ADDITIONAL REQUIREMENTS HANGER RODS: HOT ROLLED STEEL ROD,ASTM A 35;SIZE TO"CODE FOR PRESSURE 2015 WASHINGTON STATE ENERGY CODE(WSEC)NOTES: SUITABILITY OF THE PROPOSED SUBSTITUTION AND MAY REQUIRE THE CONTRACTOR TO OUTLINED BY ARCHITECT AND OWNER. PIPING",ANSI B 31.1,WITH SAFETY FACTOR OF 5.MINIMUM ROD SIZE;1"PIPE AND SMALLER - FURNISH ANY MATERIAL OR PIECE OF EQUIPMENT AS SPECIFIED. • (240 POUNDS)=Y/4"ROD,1-1/4"TO 2"PIPE(TO 610 POUNDS)=3/8"ROD,2-1/2"TO 4" PIPE O rn r (TO 1,130.POUNDS)=1/2"ROD,5"TO 8"PIPE(TO 1,810 POUNDS)=518"ROD. HVAC NOTES BELOW APPLY TO THE HVAC SYSTEMS SERVING THE AREAS WORK IS SHOWN, m PROJECT MANAGEMENT AND COORDINATION PROJECT CLOSE OUT DOCUMENTATION(C103.6):` OTHER BUILDING SPACE ARE NOT INCLUDED IN THIS PROJECT SCOPE OF WORK '^+ INSTALL HIGH DENSITY PRE-MOLDED PIPE INSULATION 180 DEGREES(HALF-SHELLS)ON GENERAL:THE CONTRACTOR SHALL SCHEDULE HIS WORK IN SUCH A MANNER AS TO 1. THE FOLLOWING DOCUMENTS SHALL BE BE PROVIDED TO THE BUILDING OWNER OR BOTTOM HALF OF PIPE AT SUPPORTS FOR PIPING GREATER THAN 1"IN DIAMETER,6°LONG EQUIPMENT SIZING.PERFORMANCE.&TYPE: y„1 AVOID DELAYS IN OVERALL CONSTRUCTION AND PERMIT PROPER INSTALLATION OF OWNER'S AUTHORIZED AGENT WITH 180 DAYS OF THE DATE OF RECEIPT OF THE FOR PIPING 6"IN SIZE OR SMALLER. FOR COLD PIPE SUPPORTS USE 3.0 PCF DENSITY .0 ALL WORK BY THEMSELF AND OTHER CRAFTS. CERTIFICATE OF OCCUPANCY: POLYISOCYANURATE INSULATION. HOT PIPE SUPPORTS SHALL BE HIGH DENSITY 1. LOAD CALCULATIONS WERE PERFORMED USING LIGHTING AND EQUIPMENT. • RECORD DOCUMENTS(C103.6.1) POLYISOCYANURATE FOR FLUIDS UP TO 300 F,OR CALCIUM SILICATE. INSULATION AT • DESIGN DRAWINGS:THESE DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY • MANUALS(C103.6.2). SUPPORTS SHALL HAVE SAME THICKNESS AS ADJACENT INSULATION. SHOW THE FINAL ROUTING OF PIPING OR FINAL LOCATION OF EQUIPMENT. IF COMPLIANCE DOCUMENTATION(C103.6.3) 2. OUTPUT.CAPACITY OF HEATING AND COOLING EQUIPMENT AND SYSTEMS ARE NO CONFLICTS ARISE WHICH CAUSE.A CHANGE IN THE SPECIFIED PLANS OR DESIGN,THE EQUIPMENT AND PIPING IDENTIFICATION GREATER THAN THE SMALLEST AVAILABLE SIZE.THAT EXCEEDS THE CALCULATED (q CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING THE 2. TRAINING OF THE MAINTENANCE STAFF FOR EQUIPMENT INCLUDED IN THE MANUALS .LOADS(C403.2.2) cq L(0 CHANGES. ANY CHANGES NOT APPROVED BY THE ENGINEER SHALL BE THE REQUIRED BY SECTION C103.6.2 SHALL INCLUDE AT A MINIMUM(C103.6.4): G RESPONSIBILITY OF OTHERS. • REVIEW OF MANUALS AND PERMANENT CERTIFICATE. 1. NAMEPLATES: PROVIDE NAMEPLATE FOR EACH PIECE OF EQUIPMENT, INCLUDING t--� -4 EQUIPMENT NUMBER AND ANY SPECIAL INSTRUCTION FOR ITS USE;LAMINATED BLACK • HANDS-ON DEMONSTRATION OF ALL NORMAL MAINTENANCE PROCEDURES, 3. ALL ELECTRIC MOTORS SHALL BE COMPLIANT.NTH SECTION C405.8 AS APPLICABLE. C W W O • INTERFERENCE'S:THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER CRAFTS TO NORMAL OPERATING MODES,AND ALL EMERGENCY SHUTDOWN AND.START-UP AND WHITE PLASTIC WITH LETTERING CUT THROUGH TO WHITE BACKGROUND. ' U Ey C\2 MAKE CERTAIN LOCATIONS AND ARRANGEMENTS REQUIRED FOR INSTALLATION OF PROCEDURES. MINIMUM SIZE 3"X 1 � SYSTEMS ARE MADE AVAILABLE, AND BE RESPONSIBLE FOR ARRANGING PIPING, • TRAINING COMPLETION REPORT. HVAC SYSTEM CONTROLS C EQUIPMENT,ETC.,SO AS NOT TO INTERFERE WITH STRUCTURAL MEMBERS,LIGHTS, 2. PIPE IDENTIFICATION: ALL PIPING IN SERVICEABLE LOCATIONS(INCLUDING ABOVE - +� AND OTHER ITEMS HAVING FIXED LOCATIONS NOT RELATED TO THE SYSTEMS.WHERE COMMISSIONING: LAY-IN CEILINGS) SHALL BE IDENTIFIED WITH SEMI-RIGID PLASTIC OR ADHESIVE 1. EACH HEATING AND COOLING SYSTEM SHALL BE PROVIDED WITH THERMOSTATIC ALTERNATE ROUTING, OFFSETS, AND TRANSITIONS ARE REQUIRED FOR FIELD IDENTIFICATION MARKERS. MARKERS SHALL CONFORM TO ANSI A13.1,"SCHEME FOR yy COORDINATION OF ALL TRADES,THE CONTRACTOR SHALL MAKE CHANGES WITHOUT "THE IDENTIFICATION OF PIPING SYSTEMS. LOCATE MARKERS ADJACENT TO EACH CONTROLS(C403.2.4.1)THAT COMPLY WITH THE FOLLOWING REQUIREMENTS: P U 1. SYSTEM COMMISSIONING IS NOT REQUIRED IF ALL OF THE FOLLOWING EXCEPTIONS Lv ADDITIONAL COSTS. ARE MET: - VALVE;AT MINIMUM 30'CENTERS WITH AT LEAST ONE MARKER BETWEEN ANY TWO A. C403.2.4.1.2 SETPOINT OVERLAP RESTRICTION. WHERE USED TO CONTROL BOTHPARTITIONS.PROVIDE DIRECTION OF FLOWARROWS AT MARKERS. HEATING AND COOLING, THERMOSTATIC CONTROLS SHALL PROVIDE A TEMPERATURE Tl U VERIFICATION: PRIOR TO ORDERING ANY EQUIPMENT OR FIXTURES, VERIFY C. MECHANICAL SYSTEM COMMISSIONING IS NOT REQUIRED WHERE THE RANGE OR DEADBAND OF AT LEAST 5°F WITHIN WHICH THE SUPPLY OF HEATING AND DIMENSIONS OF.ALL SUCH EQUIPMENT,FIXTURES,ETC.,TO MAKE CERTAIN IT FITS INTO BUILDING'S TOTAL MECHANICAL EQUIPMENT CAPACITY IS LESS THAN 240,000 COOLING ENERGY TO THE ZONE IS CAPABLE OF BEING SHUT OFF OR REDUCED TO A THE STRUCTURAL AND ARCHITECTURAL FEATURES OF THE BUILDING, AVOIDS BTU/H COOLING CAPACITY AND LESS THAN 300,000 BTU/H HEATING CAPACITY. MISCELLANEOUS MATERIALS AND ACCESSORIES MINIMUM. CONFLICT WITH EQUIPMENT OR FIXTURES OF OTHER CRAFTS AND FITS INTO THE B. C403.2.4.2 OFF-HOUR CONTROLS.FOR ALL OCCUPANCIES OTHER THAN GROUP R,THE SPACE PROVIDED FOR THE INSTALLATION. D. ELECTRICAL SYSTEM COMMISSIONING IS NOT REQUIRED WHERE THE TOTAL 1. DIELECTRIC UNIONS: PROVIDE AT EACH PIPE CONNECTION BETWEEN DISSIMILAR SPACE SHALL BE PROVIDED WITH THERMOSTATIC SETBACK CONTROLS THAT ARE a? M INSTALLED LIGHTING LOAD IS LESS THAN 20 kW AND THE LIGHTING LOAD METALS.2 INCHES AND SMALLER,250 PSIG AT 180 DEG.F.,ANSI B16.39. OVER 2"USE CONTROLLED BY EITHER AN AUTOMATIC TIME CLOCK OR PROGRAMMABLE CONTROL IN SLEEVES AND INSERTS:THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES CONTROLLED BY OCCUPANCY SENSORS OR AUTOMATIC DAYLIGHTING FLANGE FITTINGS,ANSI B18.42(IRON)OR ANSI B16.24.(BRONZE),WATTS 3000 SERIES, SYSTEM. W A w • AND INSERTS REQUIRED FOR HIS WORK,THE CONTRACTOR SHALL SCHEDULE HIS CONTROLS IS LESS THAN 10 kW. EPCO OR EQUIVALENT. C C403.2.4.2.1 THERMOSTATIC SETBACK CAPABILITIES. THERMOSTATIC SETBACK C/] E~�co C. WORK BO HE INSTALLS SLEEVES AND INSERTS AS CONSTRUCTION PROCEEDS AND IN A 'Z Z.10 MANNER TO AVOID DELAYS. IF THE CONTRACTOR FAILS TO INSTALL SLEEVES AND E. SERVICE WATER HEATING SYSTEMS ARE EXEMPT FROM THE COMMISSIONING 2. FIRE SEALING AT RATED WALLS AND FLOORS: PROVIDE UL LISTED FIRE RATED PUTTY CONTROLS SHALL HAVE THE CAPABILITY TO SET BACK OR TEMPORARILY OPERATE THE w INSERTS AS CONSTRUCTION PROCEEDS,HE SHALL PAY ALL COSTS FOR CUTTING AND SYSTEM TO MAINTAIN SPACE TEMPERATURES DOWN TO 55°F(13°C)OR UP TO 85°F(29°C). 'z PROCESS IN BUILDINGS WHERE THE LARGEST SERVICE WATER HEATING AT ALL PIPE PENETRATIONS OF RATED WALLS AND FLOORS. PUTTY SHALL BE E-� U PATCHING TO MAKE THE PROPER INSTALLATION. SYSTEM CAPACITY IS LESS THAN 200,000 BTU/H AND WHERE THERE ARE NO INSTALLED STRICTLY PER MANUFACTURER INSTRUCTIONS WITH SLEEVES WHERE D. C403.2.4.2.2 AUTOMATIC SETBACK AND SHUTDOWN CAPABILITIES.AUTOMATIC TIME � 0 CLOC K OR PROGRAMMABLE CONTROLS SHALL BE CAPABLE OF STARTING AND STOPPING P E. POOLS OR PERMANENT SPAS. REQUIRED.OVERALL INSTALLATION SHALL MEET CODE REQUIREMENTS. PIPE "�.�►-� THE SYSTEM FOR SEVEN DIFFERENT DAILY SCHEDULES PER WEEK AND RETAINING THEIR R.i� • CONTRACTOR SHALL NOT SHUT-OFF/PUT OUT OF SERVICE ANY SYSTEMS/SERVICES INSULATION SHALL NOT BE CONTINUOUS THROUGH FIRE RATED WALLS OR FLOORS. F. PROGRAMMING AND TIME SETTING DURING A LOSS OF POWER FOR LEAST 10 HOURS. U w Dy Z NO SYSTEMS ARE INSTALLED TO MEET SECTION C406 OR C407 INCLUDING WITHOUT FIRST COORDINATING ALL DOWNTIME WITH OWNER'S PERSONNEL. ADDITIONALLY, THE CONTROLS SHALL HAVE A MANUAL OVERRIDE E THAT ALLOWS W CONTRACTOR SHALL PROVIDE A DETAILED M.O.P.AS REQUIRED.DO NOT BEGIN WORK EQUIPMENT,CONTROLS,OR CONFIGURATION SETTINGS FOR MECHANICAL, 3. FIRE STOP SYSTEMS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S TEMPORARY OPERATION OF THE SYSTEM FOR UP TO 2 HOURS;A MANUALLY OPERATED a• x WITHOUT WRITTEN APPROVAL SERVICE WATER HEATING, ELECTRICAL POWER OR LIGHTING SYSTEMS SPECIFICATIONS;TRAINING RECORDS/CERTIFICATIONS OF INSTALLERS MAY BE TIMER CAPABLE OF BEING ADJUSTED TO OPERATE THE SYSTEM FOR UP TO 2 HOURS;OR a W d WHICH ARE INCLUDED IN THE PROJECT TO COMPLY WITH SECTION C406 OR REQUIRED AT TIME OF INSPECTIONS. PENETRATIONS THROUGH RATED FIRE WALLS AN OCCUPANCY SENSOR �PCi • SUBMITTALS: SUBMIT PRODUCT DATA AND SHOP DRAWINGS FOR ALL SIGNIFICANT NOT AND CEILINGS SHALL BE SEALED UPON COMPLETION OF WORK AND ALL PENETRATIONS d w 0 MATERIALS,EQUIPMENT,AND FIXTURES TO THE AIE FOR REVIEW.ALLOW SHALL BE LABELED. IFC 703.2(2015 EDITION)AND NFPA 80. E. C403.2.4.2.3 AUTOMATIC START CAPABILITIES.AUTOMATIC START CONTROLS SHALL U REASONABLE TIME FOR REVIEW AND RETURN PRIOR TO ORDERING. PDF(ELECTRONIC) G. ENERGY METERING SYSTEM COMMISSIONING IS NOT REQUIRED WHERE �- BE PROVIDED FOR EACH HVAC SYSTEM. THE CONTROLS SHALL BE CAPABLE OF - �-. SUBMITTALS AREA ACCEPTABLE,IF PAPER COPIES ARE SUBMITTED ASSUME OWNER EITHER THE TENANT SPACES SMALLER THAN 50,000 SQ. FT. WITHIN 4. MOTORS:UNLESS OTHERWISE SPECIFIED,ALL ELECTRIC MOTORS FURNISHED SHALL AUTOMATICALLY ADJUSTING THE DAILY START TIME OF THE HVAC SYSTEM IN ORDER TO .Z 0 AND A/E WILL RETAIN A TOTAL OF THREE COPIES OF SUBMITTALS. BUILDINGS IF THE TENANT SPACE HAS ITS OWN UTILITY SERVICE AND UTILITY CONFORM WITH THE REQUIREMENTS OF NEMA MG1"MOTORS AND GENERATORS BRING EACH SPACE TO THE DESIRED OCCUPIED TEMPERATURE IMMEDIATELY PRIOR TO U O E- METERS OR BUILDINGS IN WHICH THERE IS NO GROSS CONDITIONED FLOOR PROVIDE MINIMUM MOTOR EFFICIENCIES AS REQUIRED BY THE ENERGY CODE. SCHEDULED OCCUPANCY.. 00 • SAFETY MEASURES: PROVIDE A SAFE ENVIRONMENT TO PROTECT EMPLOYEES AND AREA OVER 25,000 SQUARE FEET,INCLUDING BUILDING COMMON AREA,THAT �Z' ALL OTHERS FROM INJURY. COMPLY WITH LOCAL,STATE AND FEDERAL SAFETY AND IS SERVED BY ITS OWN UTILITY SERVICES AND METERS. 5. INTERCONNECTING WIRING: PROVIDE ANY NECESSARY INTERCONNECTING WIRING SERVICE WATER HEATING: ►-i HEALTH REGULATIONS FOR CONSTRUCTION. BETWEEN INDIVIDUAL COMPONENTS AND ACCESSORIES FURNISHED WITH 2. FOR MECHANICAL SYSTEMS THAT DO NOT MEET THE EXCEPTIONS LISTED ABOVE, MECHANICAL EQUIPMENT PACKAGES(UNLESS THAT WIRING IS SPECIFICALLY CALLED 1. HOT WATER AND HOT WATER RETURN PIPING SHALL BE INSULATED WITH NOT LESS x �' PROVIDE COMMISSIONING COMPLIANT WITH SECTION C408 OF THE 2015 WSEC. FOR ON THE ELECTRICAL DRAWINGS).WIRING AND WIRING ACCESSORIES SHALL BE IN COFFMAN COMMISSIONING TO INCLUDE: ACCORDANCE WITH DIVISION 26 SPECIFICATIONS(AND/OR THE SPECIFICATIONS ON THAN 1 INCH OF INSULATION HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 BTU PER THE ELECTRICAL DRAWINGS)AND LOCAL ELECTRICAL CODE.WIRING SHALL BE IN INCH/H•FT2•°F(C404.6).INSULATION TO BE JOHNS MANVILLE MICRO-LOK FIBER GLASS A. VERIFICATION OF HVAC SYSTEM AIR CONDITIONING AND HEATING FUNCTION. CONDUIT OR RACEWAY.WIRING SHALL BE PROVIDED AT THE EXPENSES OF THE PIPE INSULATION OR EQUAL.HOT WATER PIPING THAT IS PART OF THE FINAL PIPE RUN ENGINEERS SUBCONTRACTOR FURNISHING THE EQUIPMENT PACKAGE. TO THE PLUMBING FIXTURE AND IS NOT PART OF THE AUTOMATIC-CIRCULATING HOT 1997 Park Lane C B. FOR AHU WITH IN-LINE CONDENSER COIL,VERIFICATION OF HVAC SYSTEM WATER RECIRCULATION PATH IS NOT REQUIRED TO MEET THE MINIMUM INSULATION Burlington,WA 98233 1' DEHUMIDIFICATION FUNCTION 6. CONDENSATE DRAIN PIPING AND FITTINGS:SEAMLESS TYPE L COPPER WITH 95-5 REQUIREMENTS OF C404.6. SOLDER. INSULATE CONDENSATE DRAIN PIPING WITH 1/2"INCH THICK ARMSTRONG O C. MOTOR AMPERAGE AND AIRFLOW READING TO BE TAKEN DURING HVAC "ARMAFLEX"OR EQUAL. ph 360.707.5656 W SYSTEM TESTING, 2. CIRCULATING PUMPS CPA THROUGH CP-4 SHALL BE EQUIPPED WITH AUTOMATIC TIME SWITCHES OR OTHER CONTROLS TO TURN OFF THE SYSTEM DURING PERIODS OF 00 NON-USE(C404.718) www.coffman.com 1.4 cq SPECIFICATIONS Q o w DIVISION 23-HEATING VENTILATION AND AIR CONDITIONING cn HANGERS AND SUPPORTS FOR HVAC,PIPING AND EQUIPM NT !"; W 0 • HANGERS,BRACKETS,ANCHORS AND MISCELLANEOUS SUPPORTS SHALL BE PROVIDED C FOR THE INSTALLATION OF ALL PIPING AND HVAC EQUIPMENT. A N • SUPPORTING DEVICES SHALL BE ATTACHED TO CEILING,WALLS AND FLOORS BY BOLTS M AND FASTENERS. • PIPE HANGERS AND VERTICAL SUPPORT SPACING SHALL BE IN COMPLIANCE WITH THE p.i O 2015 INTERNATIONAL MECHANICAL CODE. T 1 • MOUNTS,ANCHORS AND BRACING SHALL MEET 2015 LB.0 AND I.M.C.SEISMIC CODES �•/ [- AND MANUFACTURER'S SPECIFICATIONS. &0 0.... VIBRATION AND SEISMIC CONTROLS FOR HVAC z � THE SEISMIC BRACING AND ANCHORAGE OF DUCTWORK AND EQUIPMENT SHALL BE � CONSTRUCTED WITH"GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS W AND PLUMBING PIPING SYSTEMS",PUBLISHED BY SMACNA(MOST RECENT EDITION). a CONTROLS FOR HVAC V A.RESPONSIBILITY THE CONTROLS ARE TO BE PROVIDED AS PART OF A COMPLETE HVAC SYSTEM, B. SPECIFICATIONS F L) • ALL CONTROLS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES INCLUDING 14 THE 2015 VERSIONS OF THE INTERNATIONAL CODES AND WASHINGTON STATE ENERGY E~ CODE. • ALL CRITERIA NOT SPECIFIED HEREIN, BUT NECESSARY FOR COMPLETE SYSTEMS U SHALL BE PROVIDED. • THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE CONTROLS PER � MANUFACTURER'S INSTALLATION INSTRUCTIONS, C.HVAC+CONTROLS • THE PLANS ARE SCHEMATIC BY NATURE AND DO NOT SHOW EVERY ASPECT OF THE COMPONENTS AND CONTROLS OF THE SYSTEMS.THE CONTRACTOR SHALL SUBMIT TO THE OWNER THEIR COMPONENTS AND ENOUGH SPECIFIC INFORMATION TO DEMONSTRATE HOW THE HVAC SYSTEM WILL BE CONTROLLED. S BEN o•�Wr D.EXECUTION • THE MECHANICAL CONTRACTOR SHALL COORDINATE AND PROVIDE INTERFACING BETWEEN THE CONTROLS FURNISHED WITH INDIVIDUAL PIECES OF EQUIPMENT. IQ,yy 8� DUCTING SYSTEMS: 10/8/20 1. RIGID DUCTWORK SHALL BE CONSTRUCTED,ERECTED,AND SEALED IN ACCORDANCE WITH THE 2015 INTERNATIONAL MECHANICAL CODE.(603) 2. ALL RIGID HVAC DUCTWORK IS 2.0 INCH W,C.PRESSURE CLASSIFICATION(803.3) N 3. RIGID DUCTWORK SHALL BE GALVANIZED MEETING SMACNA HVAC DUCT I CONSTRUCTION STANDARDS-METAL AND FLEXIBLE. 4. FLEXIBLE AIR DUCTWORK SHALL MEET SECTION 603.6 REQUIREMENTS. REFRIGERANT PIPING SYSTEMS VJ U] 1. REFRIGERANT PIPING,VALVES AND ACCESSORIES SHALL BE PROVIDED IN COMPLIANCE WITH MANUFACTURER'S SYSTEM REQUIREMENTS. •.w U MECHANICAL INSULATION A. GENERAL O MANUFACTURERS:MANVILLE,OWENS-CORNING,CERTAINTEED,OR KNAUF. INSTALL IN� IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. I O INSULATION THICKNESS: PER WSEC. O r.r I B. INSULATION MATERIALS � U E- IN O INDOOR PIPE INSULATION: FIBERGLASS PIPE INSULATION WITH ALL-SERVICE(VAPOR y +� BARRIER)JACKET SHALL BE PROVIDED FOR ALL PIPING SYSTEMS,EXCEPT C) REFRIGERANT PIPING, FITTINGS SHALL BE MITERED SECTIONS OF INSULATION WITH C) THE SAME THICKNESS AS ADJACENT PIPE INSULATION WITH FACTORY-PREMOLDED, ONE-PIECE,UL LISTED(25150)PVC FITTING COVERS. INSTALLATION MUST REFLECT U 0 CAREFUL WORKMANSHIP,AND BE NEAT IN APPEARANCE.VAPOR BARRIER SHALL BE SEALED AT ALL JOINTS ON COLD PIPING, OUTDOOR PIPE INSULATION: INSULATION AND FITTINGS SAME AS SPECIFIED FOR INDOOR PIPE INSULATION.PROVIDE METAL JACKETS OF 0.016"ALUMINUM WITH INTEGRAL VAPOR RETARDER,SELF-SEALING,WATERTIGHT METAL BANDS FOR BUTT JOINTS,SEAL JOINTS WITH ALUMINUM PIGMENTED VAPOR RETARDER MASTIC, FOSTER 60.65,OR APPROVED EQUIVALENT. w N IN ROOF DRAIN BODY INSULATION: FLEXIBLE FIBERGLASS BLANKET CONFORMING TO cn F a ASTM C 553,TYPE I,AND NOMINAL DENSITY NOT LESS THAN 1 LB,PER CUBIC FOOT, C w(� COVERED WITH 8-OUNCE CANVAS AND VAPOR RETARDER CEMENT. 7. REFRIGERANT PIPING INSULATION:3/4"THICK IMCOA"IMCOLOCK"OR"IMCOSHIELD" V V t 0 INSULATION ON ALL REFRIGERATION GAS PIPING,AND ALL OUTDOOR 0 REFRIGERANT LIQUID PIPING. NOT FOR USE ON OTHER PIPING SYSTEMS. PROVIDE METAL JACKETS OF 0,016"ALUMINUM ON OUTDOOR INSULATION. W a•z DUCT AND PLENUM INSULATION: FIBERGLASS,V5-POUND DENSITY,FLEXIBLE DUCT m O�" INSULATION WITH KRAFT VAPOR BARRIER. VAPOR BARRIER SHALL BE SEALED AT ALL a wy JOINTS AND ACCESS DOORS,ETC. IN GENERAL,INSTALLATION MUST REFLECT �C CAREFUL WORKMANSHIP,NEAT IN APPEARANCE. ='V ZO 00 -COFFMAN ENGINEERS 1997 Park Lane Burlington,WA 98233 ph 360.707.5656 01 www.coffman.com GENERAL PLUMBING NOTES SPECIFICATIONS PLUMBING ACCESSORIES AND EQUIPMENT PLUMBING FIXTURES DIVISION 22-PLUMBING `REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLIES: REDUCEDPRESSURE A PLUMBING FIXTURE ACCESSORIES TYPE BACK-FLOW PREVENTER;3/4"TO 2"SIZE;BRONZE CONSTRUCTION WITH DOMESTIC WATER AND DRAINAGE ISOLATING BALL VALVES,STRAINER AND AIR GAP DRAIN FITTING. HERSEY MODEL FIXTURE CARRIERS: PROVIDE CAST IRON OR STEEL CARRIERS FOR ALL WALL-HUNG 1� 1. COMPLY WITH THE 2015 UNIFORM PLUMBING CODE,LOCAL CODES AND ORDINANCES& FRPII,WATTS 909 SERIES OR APPROVED EQUIVALENT. PROVIDE CERTIFICATION OF FIXTURES WITH CONCEALED FIXTURE CARRIERS CONSTRUCTED FOR THE THE LOCAL AUTHORITY HAVING JURISDICTION. A PIPING SYSTEMS BACKFLOW PREVENTER BY STATE CERTIFIED SPECIALIST,INCLUDE WITH PARTICULAR FIXTURE,HEAVY DUTY.CONSTRUCTION WITH SECURE ANCHORING TO MAINTENANCE MANUALS. CONCRETE FLOOR.SMITH,WADE,ZURN,OR APPROVED, BACK LUG OF WATER 2. .SECURE AND PAY FOR ALL FEES,PERMITS,ETC.,REQUIRED FOR THIS PROJECT. ALL PIPING,VALVES,SOLDER,SEALANTS,PUMPS AND ACCESSORIES THAT ARE PART CLOSET CARRIERS SHALL BE ANCHORED TO FLOOR.WHERE FLOOR CONSTRUCTION W 3. PLUMBING CONTRACTOR SHALL PROVIDE ALL MATERIAL REQUIRED FOR A COMPLETE OF THE DOMESTIC WATER SYSTEM SHALL COMPLY WITH NSF-61. PRESSURE REDUCING VALVES:2 INCH AND SMALLER,COMPLETE WITH INTEGRAL IS WOOD,CARRIERS SHALL BE DESIGNED TO BE BRACED TO THE WALL FRAMING E- STRAINER,PRESSURE GAUGE,AND INTEGRAL THERMAL EXPANSION BY-PASS, FOR ADDED RIGIDITY. p AND OPERATIONAL INSTALLATION. BRONZE CONSTRUCTION WITH STAINLESS STEEL STRAINER WATTS NO.U5B OR rn LO DOMESTIC WATER PIPING:TYPE L COPPER WATER TUBE,HARD DRAWN,ASTM B 88. �Q r0 u� 4. PLUMBING CONTRACTOR SHALL GUARANTEE THE COMPLETE PLUMBING SYSTEM TO BE - WROUGHT COPPER SOLDER FITTINGS AND SCREWED ADAPTERS,ANSI B182 EQUIVALENT. DRAINS AND TRAPS: PROVIDE GRID STRAINER DRAINS FOR ALL LAVATORIES UNLESS 2.J. SOLDER;95 PERCENT TIN,5 PERCENT ANTIMONY SOLDER,ASTM B 32,95TA.PEX INDICATED OTHERWISE.PROVIDE BASKET STRAINER DRAINS FOR ALL SINKS UNLESS FREE OF DEFECTS IN WORKMANSHIP&MATERIAL FOR A PERIOD OF 12 MONTHS FROM INDICATED OTHERWISE,PROVIDE TRAPS AND TAILPIECES AT ALL FIXTURES UNLESS THE DATE OF FINAL ACCEPTANCE BY THE OWNER, UPONORbR EQUAL ON 1"0 OR SMALLER AS APPROVED ALTERNATE. TRAP IS INTEGRAL WITH FIXTURE. W �-' WATER HAMMER ARRESTORS:COPPER TUBE WITH PISTON PER ABBE 1010.SIOUX LO N 5..DO NOT SCALE DRAWINGS.INSTALL SYSTEMS BASED ON ACTUAL FIELD MEASUREMENTS. SMALL VALVES: BALL VALVES FED.SPEC.WWW-V-35,250-PSIG BRONZE OR BRASS CHIEF MANUFACTURING OR EQUAL Ll -co BODY,BALL AND STEM,SOLDER ENDS OR SCREWED,TEFLON SEAT AND SEAL. CHECK STOPS:PROVIDE CHROME STOPS AT EACH WATER CONNECTION TO EACH FIXTURE, VALVES AND OTHER VALVES SHALL BE OF EQUAL QUALITY AND SAME EXCEPT WHERE A FAUCET OR CONTROL HAS INTEGRAL STOPS.STOPS SHALL BE A P.p 8. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF WALLS,FLOORS,AND MANUFACTURER OF BALL VALVES,AND SHALL HAVE NOT LESS THAN 125-PSIG TRAP PRIMERS: LOOSE KEY PATTERN WITH SHIELD;CHICAGO,BRIDGEPORT BRASS,BRASS CRAFT �"p CEILINGS. RATING.GATE VALVES(ALLOWED ONLY WHERE INDICATED)MSS SP80,125-PSIG (SPEEDWAY);TELEDYNE,OR EQUIVALENT. E".�-1 BRONZE,SCREWED OR SOLDER END,UNION BONNET,RISING STEM,SOLID BRONZE MECHANICAL TRAP PRIMERS-INTERMITTENT WATER FLOW TYPE:TPV-X:. 7. HANDICAP FIXTURES:PLUMBING FIXTURES AND TRIM IN HANDICAP ACCESSIBLE AREAS DISC. ADJUSTABLE-TYPE AUTOMATIC TRAP SEAL PRIMER VALVE,CAST BRONZE BODY,1/2" W SHALL COMPLY WITH ALL ADA STANDARDS AND REQUIREMENTS AS WELL AS STATE AND CAULKING: PROVIDE SILICONE SEALER BETWEEN THE TOP AND THE SIDES OF LOCAL CODES . .SHUT-OFF VALVES 2-1/2"AND LARGER: BUTTERFLY TYPE,FULL LUG,DUCTILE IRON COPPER SWEAT CONNECTIONS OR UNION CONNECTIONS. MANUFACTURER:JOSAM .PLUMBING FIXTURES AND ADJACENT WALL SURFACES;GENERAL ELECTRIC NO. BODY,400 SERIES STAINLESS STEEL STEM,ALUMINUM BRONZE DISC,EPDM LINER 88250,WADE FIG.W2400,SMITH FIG.2699 OR MIFAB MI-TSP-2. SCS/202.APPLY PER MANUFACTURER'S RECOMMENDATIONS TO FORM A SMOOTH, d� 8. COORDINATE EXACT LOCATION OF UTILITY SERVICES WITH THE LOCAL UTILITY AND SEALS,UPPER AND LOWER STEM BEARING,BLOWOUT PROOF STEM,EXTENDED .UNOBTRUSIVE JOINT. NECK FOR MINIMUM 2" SUPPLIERS AND CIVIL SITE CONTRACTOR. DRAINAGE-TYPE:TRAP-SEAL PRIMER DEVICE TPV-X:ABBE 1344,LAVATORY P-TRAP W INSULATION,MANUFACTURER RECOMMENDED FOR 9. FIELD VERIFY ALL EXISTING CONDITIONS&LOCATION OF STUB-INS PRIOR TO DOWNSTREAM DEAD END SERVICE AT FULL HATED PRESSURE WITHOUT A WITH 3/8 MINIMUM TRAP MAKEUP CONNECTION,1-1/4 TRAP SIZE MINIMUM,CHROME EXPOSED PLUMBING: IN GENERAL,ALL PIPING SHALL BE CONCEALED UNLESS INSTALLATION. DOWNSTREAM FLANGE,SIZES 2-12"THROUGH 4"SHALL BE LEVER OPERATED AND PLATED CAST BRASS.ZURN Z1021-WL;JAY R.SMITH 2698-CAN OR MIFAB MI-750. INDICATED OTHERWISE.ANY PIPING THAT MUST BE EXPOSED WITHIN CABINETS OR 200 PSI CWP;8"THROUGH 12"SHALL BE GEAR OPERATED AND 200 PSI CWP;14"AND OTHERWISE,DUE TO CONNECTIONS REQUIRED FOR FIXTURES AND EQUIPMENT,SHALL BE PAINTED SILVER.ALL EXPOSED ITEMS,INCLUDING STOPS,TRAPS,ETC., 10. IF THERE IS NOT SUFFICIENT CLEARANCE BETWEEN THE BOTTOM OF THE FLOOR SLAB LARGER SHALL BE GEAR OPERATED AND 150 PSI CWP. VACUUM BREAKER TYPE:TRAP-SEAL PRIMER DEVICE TPV-X:FLUSH VALVE TYPE WITH SHALL BE CHROME PLATED. AND THE TOP OF THE FOOTINGS/FOUNDATIONS TO INSTALL THE TRAPS,MOVE TRAP 318 MINIMUM TRAP MAKEUP CONNECTION,WATER DEFLECTOR,VACUUM BREAKER, BEYOND EDGE OF FOOTINGS/FOUNDATIONS TO ALLOW FOR PIPE INSTALLATION.NOTIFY CHECK VALVES IN COPPER TUBING: BRONZE BODY AND DISC,SOLDERED JOINT END CHROME PLATED CAST BRASS.SLOAN VBF-72-A2,PRECISION PLUMBING PRODUCTS B. PLUMBING FIXTURES ENGINEERS OF PROPOSED CHANGES PRIOR TO TAKING ACTION. CONNECTIONS,HORIZONTAL SWING CHECK,SCREWED CAP,125 WSP,200 WOG. FVP-1 VP. El 11. SANITARY PIPING TWO INCHES(2")AND BELOW SHALL BE PITCHED AT A MINIMUM OF GENERAL: PROVIDE THE PLUMBING FIXTURES AS INDICATED ON THE DRAWINGS. U G W ONE-QUARTER INCH(114")PER FOOT AND PIPING FOUR INCHES(4")AND ABOVE SHALL BE RECIRCULATION LOOP BALANCING VALVE:B&G RS-125 ROOF DRAINS SMITH 1010 DUCO CAST IRON BODY,FLASHING CLAMP AND GRAVEL PROVIDE THE MANUFACTURER AND MODEL NUMBERS AS INDICATED;HOWEVER, N PITCHED AT A MINIMUM OF ONE-EIGHTH(118")PER FOOT. STOP,POLYETHYLENE DOME. PROVIDE COLLAR TYPE 2"HIGH WATER DAM FOR CONTRACTOR SHALL VERIFY MODEL NUMBERS OF FIXTURES,FLUSH VALVES, PRESSURE RELIEF VALVE:WATTS OR EQUAL OVERFLOW ROOF DRAINS. FAUCETS,ETC..,FIT TOGETHER PROPERLY.ALTERNATE MANUFACTURERS WILL BE xi 12. COORDINATE STUB-UPS WITH GENERAL CONTRACTOR'S CONCRETE SLAB INSTALLATION. CONSIDERED;HOWEVER,A/E FINAL APPROVAL OF EQUALITY OF ALTERNATE U PROVIDE MEANS TO CONNECT TO ABOVE GROUND PIPING&INSTALLATION OF DRAINS. FLOOR CLEANOUTS: FLOOR CLEANOUTS SHALL HAVE CAST IRON BODY AND FRAME MANUFACTURER MODELS IS REQUIRED.ACCEPTABLE ALTERNATE FIXTURE AIR ELIMINATORS:TACO HYVENT OR EQUAL WITH SQUARE ADJUSTABLE SCORIATED SECURED NICKEL BRONZE TOP. UNIT SHALL MANUFACTURERS INCLUDE KOHLER,AMERICAN STANDARD,ELJER,ELKAY,JUST,OR 13. PRESSURE TEST PIPING PRIOR TO COVERING AND SUBMIT TEST REPORT TO THE BE VERTICALLY ADJUSTABLE FOR A MINIMUM OF 2".WHEN A WATERPROOF AS INDICATED OR PRIOR APPROVED OTHERWISE.ALTERNATE MANUFACTURERS 01 ENGINEER, HOSE BIBBS: BRONZE BODY AND REPLACEABLE SEAT WITH NPS%THREADED OR MEMBRANE IS USED IN THE FLOOR SYSTEM,PROVIDE CLAMPING COLLARS ON THE WITH PRIOR APPROVAL ARE STILL RESPONSIBLE FOR MEETING OR EXCEEDING THE SOLDER-JOINT INLET AND GARDEN HOSE THREADED OUTLET,ASME B1.20.7. CLEANOUTS CLEANOUTS SHALL CONSIST OF"Y"FITTINGS AND 1/8 BENDS WITH .QUALITY AND FEATURES OF THE SPECIFIED ITEMS. 14. DO NOT COVER PIPING UNTIL APPROVED BY THE ENGINEER OR HIS AUTHORIZED PRESSURE RATED AT 125 PSIG WITH NONREMOVABLE INTEGRAL VACUUM BREAKER BRASS OR BRONZE SCREW PLUGS.CLEANOUTS IN RESILIENT TILE FLOORS,QUARRY REPRESENTATIVE AND THE LOCAL PLUMBING INSPECTOR. COMPLYING WITH ASSE 1011. PROVIDE WHEEL HANDLE OR KEY AND FINISH TILE AND CERAMIC TILE FLOORS SHALL BE PROVIDED WITH SQUARE TOP COVERS 15. REFER TO CIVIL DRAINGS FOR SITE UTILITIES.COORDINATE TIE-IN LOCATIONS AND APPROPRIATE FOR AREA INSTALLED.WOODFORD MODEL 24 OR EQUAL. RECESSED FOR TILE INSERTION. IN CARPETED AREAS,PROVIDE CARPET CLEANOUT NATURAL-GAS PIPING S B$Ar A MARKERS. A. tkS'of*A�0's INVERT ELEVATIONS WITH THE SITE UTILITY CONTRACTOR. - - F.e 4Ea� WALL HYDRANTS:CONCEALED WITH COVER,BRONZE BODY AND REPLACEABLE SEAT PIPING 16. INSTALL WATER PIPING BEYOND BUILDING LIMITS AT A MINIMUM OF TWELVE INCHES(12") WITH NPS%THREADED OR SOLDER-JOINT INLET AND GARDEN HOSE THREADED GREASE INTERCEPTOR:CAST IRON OR STEEL BODY WITH CORROSION-RESISTANT • ALL MAIN EXPOSED GAS PIPES SHALL BE SCHEDULE 40 STEEL PIPES:RUNOUTS BELOW THE FROST DEPTH,BUT NOT LESS THAN 30"BELOW FINISH GRADE. OUTLET,ASME B1.20.7. PRESSURE RATED AT 125 PSIG WITH NONREMOVABLE ENAMEL INTERIOR LINING AND EXTERNAL COATING WITH FLOW-CONTROL FITTING, CAN BE NO LONGER THAN 4'CORRUGATED STAINLESS STEEL TUBING(WARDFLEX INTEGRAL VACUUM BREAKER COMPLYING WITH ABBE 1011.PROVIDE LOOSE KEY AND FOR INTERCEPTING FATS,OILS OR GREASE FROM FOOD PREPARATION OR PROCESS CSST OR SIMILAR) Orrsrd®� GAS PIPING SPECIALTIES 17. PROVIDE WATER HAMMER ARRESTORS(SHOCK ABSORBERS)AT ALL PIPE LOCATIONS FINISH APPROPRIATE FOR AREA INSTALLED.WOODFORD MODEL74 OR EQUAL. WASTEWATER.PROVIDE EITHER ABOVE-FLOOR OR RECESSED FOR B. wu. WHERE VALVE CLOSURES(SUCH AS FLUSH VALVES)MAY CAUSE WATER HAMMER OR FLUSH-WITH-FLOOR INSTALLATION AS REQUIRED.ASME STANDARD Al 12.14.3.JR • GAS PRESSURE REGULATOR: PROVIDE FOR EACH PIECE OF EQUIPMENT AS 10/6/20 RESULT IN EXCESSIVE PIPE VIBRATION OR MOVEMENT. SMITH OR EQUAL. REQUIRED. PRESSURE GAGES: LIQUID-FILLED,4-1/2-INCH DIAMETER BRONZE CASE,BOURBON C.EXECUTION 04 18. CLEANOUTS:PLUMBING CLEANOUT LOCATIONS ARE NOT ALWAYS ESTABLISHED ON THE TUBE PRESSURE ELEMENT,WITH MECHANICAL LINKAGE TO POINTER WITH GRADE A • GAS PRESSURE REGULATORS SHALL BE EASILY ACCESSIBLE.SUPPLY ACCESS PLUMBING PLANS IN ORDER TO GIVE THE PLUMBER FLEXIBILITY TO LOCATE PLUMBING PLUS OR MINUS 1 PERCENT OF MIDDLE HALF SCALE ACCURACY.VACUUM-PRESSURE DOWNSPOUT NOZZLES: BRONZE BODY WITH WALL FLANGE AND EITHER CAST HATCHES WHERE REQUIRED FOR ACCESS AND BY CODE. CLEANOUTS IN THE MOST ACCESSIBLE AREAS.AS A MINIMUM,PROVIDE CLEANOUTS AS RANGE-30-INCH HG VACUUM TO 15 PSIG PRESSURE. PRESSURE RANGE-TWO TIMES BRONZE,POLISHED BRONZE OR NICKEL BRONZE FINISH AS NEEDED.JR SMITH FIG. • PIPING SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING THE SPACING REQUIRED BY THE UNIFORM PLUMBING CODE.CLEANOUTS THAT MUST BE INSTALLED IN OPERATING PRESSURE,PSIG OR INCHES MERCURY VACUUM/APPLICATION.TRERICE 1770 OR EQUAL. SPECIFIED IN TABLE 415.1 OF THE 2015 INTERNATIONAL FUEL GAS CODE. PIPES THAT ARE DIFFICULT TO ACCESS SHALL BE EITHER WALL OR FLOOR CLEANOUTS OR EQUAL. • EACH APPLIANCE SHALL BE PROVIDED WITH A SHUTOFF VALVE IN ACCORDANCE SERVICED FROM THE FLOOR ABOVE.FLOOR CLEANOUTS SHALL BE LOCATED SO AS TO STRAINERS:2-1/2 INCHES AND SMALLER,BRONZE,Y-PATTERN,THREADED ENDS, WITH SECTIONS 409.5 OF THE 2015 INTERNATIONAL FUEL GAS CODE. BE SERVICED FROM CORRIDORS,TOILET OR JANITOR ROOMS WHEREVER POSSIBLE. TEST PLUGS: CORROSION-RESISTANT BRASS OR STAINLESS-STEEL BODY WITH CORE 20-MESH STAINLESS STEEL SCREEN;250 PSI AT 210 F. 18. TRAP PRIMER LINE TO EACH FLOOR DRAIN(FD)&FUNNEL DRAIN SHALL BE ONE-HALF INSERTS AND GASKETED AND THREADED CAP,WITH EXTENDED STEM BEYOND INSULATION FOR UNITS TO BE INSTALLED IN INSULATED PIPING.MINIMUM PRESSURE FLOOR DRAINS:SMITH 2O05,DOUBLE DRAINAGE,ADJUSTABLE STRAINER HEAD INCH(12")IN SIZE. N AND TEMPERATURE RATING:500 PSIG AT 200 DEG F.CORE INSERTS:ONE OR TWO. FLOOR DRAIN,DUCO COATED CAST IRON BODY,FLASHING COLLAR,NICKEL BRONZE SELF-SEALING NEOPRENE VALVES WITH GASKETED ORIFICE,SUITABLE FOR STRAINER WITH 114"HOLES. PROVIDE SQUARE STRAINER IN AREAS WITH TILE 20. DRAINAGE PIPING SHALL BE PROTECTED FROM CONCRETE USING 10 MIL PLUMBERS INSERTING A 1/8"OD PROBE ASSEMBLY. INSERT MATERIAL FOR AIR,WATER,OIL,OR FLOORS AND ROUND STRAINERS IN OTHER LOCATIONS.WHERE FUNNEL DRAINS ARE TAPE. GAS SERVICE AT 20 TO 200 DEG F SHALL BE CR. INSERT MATERIAL FOR AIR OR INDICATED,ADD SMITH 3590 ROUGH BRONZE FUNNEL. REMOVE STRAINER WITHIN 21. FUNNEL DRAINS LOCATED IN MANUFACTURING AREAS SHALL BE INSTALLED WITH FUNNEL WATER SERVICE AT MINUS 30 TO PLUS 275 DEG F SHALL BE EPDM.TRERICE OR FUNNEL,AS REQUIRED,TO ELIMINATE SPLASHING. OPENINGS MOUNTED A MINIMUM OF SIX IV')INCHES ABOVE FINISH FLOOR. `EQUAL. ESCUTCHEONS FOR PLUMBING PIPES: INSTALL CHROME PLATED ESCUTCHEONS '~ 22. SUPPORT HORIZONTAL LINES OF COPPER TUBING WITH HANGERS SPACED NOT MORE THERMOMETERS:ADJUSTABLE ANGLE,DIRECT-MOUNTING,BIMETALLIC-ACTUATED WHERE EXPOSED PIPING PASSES THROUGH FLOORS,CEILINGS AND WALLS.PLATES PROVIDED FOR PIPES PASSING THROUGH SLEEVES THAT EXTEND ABOVE THE FLOOR U THAN 6 FEET,CENTER TO CENTER FOR ALL PIPE SIZES.ALL PIPES SHALL BE SUPPORTED DIAL WITH HIGHLY POLISHED,HERMETICALLY SEALED,.STAINLESS STEEL,FIVE-INCH SURFACE SHALL BE DEEP AND RECESSED TO CONCEAL PIPE SLEEVES. AT ELBOWS,BRANCHES AND RISERS. DIAMETER CASE.ACCURACY SHALL BE PLUS OR MINUS ONE SCALE DIVISION TO 23. SUPPORT HORIZONTAL CAST IRON SOIL PIPE WITH HANGER,OR PIER,TWO FOR EACH 5 MAXIMUM OF 1.5 PERCENT OF RANGE.SCALE SHALL BE DEGREES FAHRENHEIT IN METERS:WATER SUBMETERS:314"VERSAMAG POLYMER 5834-C OR EQUAL FOOT PIPE LENGTH.LOCATE SUPPORT CLOSE TO JOINTS EXCEPT,PIPE EXCEEDING 5 THE FOLLOWING GENERAL RANGES:(TRERICE OR EQUAL) C CQ FEET IN LENGTH SHALL BE SUPPORTED AT NO MORE THAN 5 FOOT INTERVALS. LO SUPPORTS SHALL BE LOCATED ON BOTH SIDES OF ALL JOINTS AND WITHIN 6"OF THE SERVICE RANGE EQUIPMENT,GENERAL: PROVIDE ALL EQUIPMENT CONSISTENT WITH THE CAPACITY, C JOINT. • DOMESTIC HOT WATER:0-250 MANUFACTURER,MODEL NUMBER,AND ACCESSORIES AS SPECIFIED OR INDICATED �-I .--I ON THE DRAWING SCHEDULES AND NOTES. EQUIPMENT SUPPLIERS SHALL VERIFY 24. PIPING IN FINISHED AREAS SHALL BE CONCEALED. DOMESTIC COLD WATER:30-130 THAT MODEL NUMBERS ARE CONSISTENT WITH CAPACITY,FEATURES,AND G W m O • NON-POTABLE HOT WATER:0-250 ACCESSORIES CALLED FOR AND IDENTIFY ANY CONFLICTS PRIOR TO SUBMITTING ) U E N 25. ALL PLUMBING PIPING SHALL BE FIRE STOPPED AT PENETRATIONS THROUGH FIRE RATED NON-POTABLE COLD WATER:30-130 QUOTATIONS TO CONTRACTORS.ALL EQUIPMENT WITH ELECTRICAL COMPONENTS O� FLOORS AND WAILS SHALL HAVE UL LISTING AS REQUIRED BY THE ELECTRICAL INSPECTOR.ALTERNATE O MANUFACTURERS WILL BE CONSIDERED;HOWEVER,A/E FINAL APPROVAL OF +� 26. ISOLATION OR SERVICE SHUT-OFF VALVES SHALL BE INSTALLED ON ALL PIPING TO ALL VENT CAPS:FOUR POUND SHEET LEAD FLASHING AND COUNTER-FLASHING NOT LESS EQUALITY OF ALTERNATE MANUFACTURER MODELS IS REQUIRED.ACCEPTABLE b U THAN 16"SQUARE. COUNTERFLASHING SHALL TURN DOWN INSIDE THE VENT NO LESS ALTERNATE MANUFACTURERS INCLUDE BELL AND GOSSETT,AMTROL,TACO,AO U OJ EQUIPMENT. SMITH,STATE,OR AS INDICATED OR PRIOR-APPROVED OTHERWISE.ALTERNATE ' THAN 1'l MANUFACTURERS WITH PRIOR APPROVAL ARE STILL RESPONSIBLE FOR MEETING OR U 27. PROVIDE HEAT TRAPS ON SUPPLY AND DISCHARGE PIPING FOR ALL POINT-OF-USE EXCEEDING THE QUALITY AND FEATURES OF THE SPECIFIED ITEMS. '1'I '[ '1'I WATER HEATERS PER CURRENT WSEC C404.4. VACUUM BREAKERS:(WHERE REQUIRED,LOCATED.BY CONTRACTOR) 1. ANTI-SIPHON: BRASS BODY AND INTERNAL TRIM WATTS NO.LF288A OR EQUAL. 28. PRESSURE RELIEF VALVES SHALL BE INSTALLED AT POINTS REQUIRED BY CODE AND 2. ANTI-SIPHON PRESSURE TYPE:WATTS 800 SERIES OR EQUAL. WHERE REQUIRED FOR PROTECTION OF EQUIPMENT AND PIPING 29. ISOLATION VALVES SHALL BE EASILY ACCESSIBLE.SUPPLY ACCESS HATCHES WHERE REQUIRED. PIPING EXPANSION JOINTS: C� 30. INSTALL AIR ELIMINATORS AT HIGH POINTS IN THE PLUMBING SYSTEM WHERE NO w Q N FIXTURE IS AVAILABLE TO VENT TRAPPED AIR IN THE CW,HW,OR HWR PIPE SYSTEMS.. E'' FLEXIBLE-HOSE EXPANSION JOINTS FOR COPPER PIPING:COPPER-ALLOY FITTINGS TACO HYVENT OR EQUAL.PROVIDE DROP PAN UNDER EACH. Z WITH SOLDER-JOINT END CONNECTIONS. W 31. UNIONS:INSTALL AT POINTS NECESSARY TO DISCONNECT PIPING FOR REPAIRS AND NPS 2 AND SMALLER:BRONZE HOSES AND SINGLE-BRAID BRONZE SHEATHS WITH 450 C rZ MAINTENANCE.INSTALL VALVES AND UNIONS AT CONNECTIONS TO TANKS AND PSIG AT 70 DEG F AND 340 PSIG AT 450 DEG F RATINGS. EH F O EQUIPMENT.MAKE CONNECTIONS BETWEEN PIPES OF DISSIMILAR METALS WITH NPS 2-12 TO NPS 4:STAINLESS-STEEL HOSES AND SINGLE-BRAID,STAINLESS-STEEL INSULATING UNIONS.. SHEATHS WITH 300 PSIG AT 70 DEG F AND 225 PSIG AT 450 DEG F RATINGS. w = Z 32. NIPPLES:CLOSE NIPPLES ARE NOT PERMITTED.FOR SHORT PIPE CONNECTIONS USE 10+ STANDARD SHORT NIPPLES OR BUSHINGS SO THAT DISASSEMBLY EASILY OCCUR. FLEXIBLE-HOSE EXPANSION JOINTS FOR STEEL PIPING:CARBON-STEEL FITTINGS W = WITH THREADED END CONNECTIONS FOR NPS 2 AND SMALLER AND FLANGED OR Q W 33. ALL PLUMBING FIXTURES SHALL BE TRAPPED AND VENTED PER 2015 UPC. WELD END CONNECTIONS FOR NPS 2-1/2 AND LARGER. cn C-)lam^ NPS 2 AND SMALLER:STAINLESS-STEEL HOSES AND SINGLE-BRAID,STAINLESS-STEEL W O 0__ 34. GROUP ADJACENT VENTS AS ALLOWED BY CODE IN CEILING SPACE TO MINIMIZE ROOF SHEATHS WITH 450 PSIG AT 70 DEG F AND 325 PSIG AT 600 DEG F RATINGS. PENETRATIONS. NPS 2-1/2 TO NPS 6:STAINLESS-STEEL HOSES AND SINGLE-BRAID,STAINLESS-STEEL f1l T/J ZO SHEATHS WITH 200 PSIG AT 70 DEG F AND 145 PSIG AT 600 DEG F RATINGS. Z 35. COMMISSIONING:HOT WATER SUPPLY SYSTEM SHALL BE COMMISSIONED IN NPS 8 TO NPS 12: STAINLESS-STEEL HOSES AND SINGLE-BRAID,STAINLESS-STEEL p E ACCORDANCE WITH C408.4 IN CURRENT WSEC. a 00 SHEATHS WITH 125 PSIG AT 70 DEG F AND 90 PSIG AT 800 DEG F RATINGS Q+ yy METRAFLEX.OR EQUAL... ROOF DRAIN,WASTE AND VENT PIPING:ASTM A74 STANDARD WEIGHT HUBLESS CAST µy IRON PIPE,CISPI 301. COUPLINGS;NEOPRENE SLEEVE GASKET,STAINLESS STEEL -CO F F MAN SHIELD AND BANDS. FITTINGS SHALL BE STANDARD WEIGHT CAST IRON SOIL PIPE FITTINGS,ANSI Al12.5.1 AND ASTM A74. HUBLESS CAST IRON FITTINGS,CISPI 301. ENGINEERS ALTERNATIVE WASTE AND VENT PIPING:AT CONTRACTOR'S OPTION TO BE VERIFIED WITH OWNER,POLYVINYL CHLORIDE(PVC),ASTM D 2665,OR 1997 Park Lane �y ACRYLONITRILE-BUTADIENE-STYRENE(ABS),ASTM D 2661 PIPE AND FITTINGS MAY BE Burlington,WA 98233 V SUBSTITUTED FOR CAST IRON WASTE AND VENT PIPING. IF PLASTIC PIPE IS SUBSTITUTED,CONTRACTOR SHALL PROVIDE ALL NECESSARY ADAPTERS TO Q ACCOMMODATE.SPECIFIED PIPING SPECIALTIES,ACCESSORIES,FIXTURE SUPPORTS, ph 360.707.5556 4) 5 AND DRAINS. r� .. .. .. .. www.coffman.com VARIABLE REFRIGERANT VOLUME-INDOOR UNIT SCHEDULE ELECTRIC HEATER SCHEDULE COOLING CAPACITY HEATING CAPACITY ELECTRICAL DIMENSIONS WEIGHT AREA ELECTRICAL CONTROL BASIS OF DESIGN REMARKS TAG ENTERING AIR ENTERING POWER SUPPLY WxHxD Net REMARKS TAG I QTY TOTAL SENSIBLE TOTAL AIR MCA MOP SERVED VOLTS/PH WATTS (BTUIh) (BTUIh) (°F DB) (°F WB) (B7Ulh) (-Fdb) (V-PH) (IN) (LBS) EH-MR I SEE PLANS MAINTENANCE 208 1750 THERMOSTAT KING PAW-2022 1,2,3,4 c NOTES: W FCU-1 16,040 28,800 78.8 65.5 20,000 68.0 208-230V iph 1.9 15.0 55.4 x 11.8 x 27.6 102. 1,2,3,5 1.T-STATS TO BE BASIC KNOB-STYLE THERMOSTAT KING MODEL K101 OR EQUAL. F FCU-2A 36,000 28,800 78.8 65.5 40,000 68,0 208-230V 1Dh 2.9 15.0 55.1 z 11.8 x 27.6 102.1 1,2,3,5 Cn �5 O CID FCU-2B 36,000 28,800 78.8 65.5 40,000 68.0 208-230V iph 2.9 15.0 55.1 x 11.8 x 27.6 102.1 1,2,3,5 2.T-STATS MOUNTED REMOTE FROM HEATER ON WALL PER PLANS. a rq CO to FCU-3 17,048 12,419 78.8 65.5 20,814 68.0 208-230V 1Dh 0.6 15.0 22.6 x 10.2 x 22.6 41.9 1,2,3,4,5 3.PROVIDE WITH MOUNTING BRACKET Os FCU-4 11,372 9,106 78.8 65.5 13.990 68.0 208-230V 1ph 1.4 15.0 27.6 x 11.8 x 27.6 61.7 1.2.3.5 N 4.SERVICE DISCONNECT BY ELECTRICAL CONTRACTOR FCU-5 7,110 6,042 78.8 65.5 8,803 68.0 208-230V 1ph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1.2.3.5 q to FCU-6 22,716 17.674 78.8 65.5 28,014 68.0 208-230V 1Dh 1.8 15.0 39.4 It 11.8 x 27.6 79.4 1.2.3.5 FCU-7 8,993 7,307 78.8 65.5 10.885 68.0 208-230V 1ph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1.2.3.5 d L4 O FCU-8 51,124 37,836 78.8 65.5 62,203 68.0 208-230V 1ph 3.4 15 55.1 x 11.8 x 27.6 103.6 1,2,3.5 DIFFUSER AND GRILLE SCHEDULE U °' M FCU-9 7,110 6,042 78.8 65.5 8.803 68.0 20B-230V 1ph 0.6 15.0 21.7 x 113 x 27.6 55.1 1.2.3.5 E-„a FCU-10 22,716 17.674 78.8 65.5 28,014 68.0 208-230V,Ph 1.8 15.0 39.4 z 11.8 x 27.6 79.4 1,2,3,5 Cn TAG TYPE BASIS OF DESIGN REMARKS t-7 C FCU-11 11,372 9,106 78.8 65.5 13,990 68.0 208-230V 1Ph 1.4 15.0 27.6 z 11.8 z 27.6 61.7 1,2,3,5 iIC�-1 FCU-12 22,716 17,674 78.8 65.5 28,014 68.0 208-230V iph 1.8 15.0 39.4 It 11.8 x 27.6 79.4 1,2,3,5 S-1 SUPPLY DIFFUSER PRICE SCDA HARD-LID CEILING MOUNT N FCU-13 7.161 5.444 78.8 65.5 8,872 68.0 208-230V 1Ph 0.3 15.0 22.6 x 10.2 z 22.6 35.3 1,2,3,4,5 r, CID FCU-14 17.041 14,618 78.8 65.5 20,746 68.0 208-230V 1Ph 1.6 15.0 39.4 z 11.8 z 27.6 79.4 1,2,3,5 S-2 SUPPLY DIFFUSER PRICE 610 DUCT OR WALL MOUNT F+1 FCU-15 17,041 14,618 78.8 65.5 20,746 68.0 208-230V 1ph 1.6 15.0 39.4 x 11.8 It 27.6 79.4 1,2,3,5 FCU-16 7,110 6,042 78.8 65.5 8,803 68.0 208-230V iPh 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1,2,3,5 FCU-17 7,110 6,042 78.8 65.5 8,803 68.0 208-230V 1ph 0.6 15.0 21.7 x 11.8 It 27.6 55.1 1,2,3,5 R-1 RETURN GRILLE PRICE PDR HARD-UD CEILING MOUNT FCU-18 7,110 6,042 78.8 65.5 8,803 68.0 208-230V iph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1,2,3,5 FCU-19 7,110 6,042 78.8 65.5 8,803 1 68.0 208-230V 1ph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1,2,3,5 R-2 RErRN GRILLE PRICE 80 DUCT OR WALL MOUNT E.I FCU-20 7,110 6,042 78.8 65.5 8,803 1 68.0 208-230V 1ph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1,2,3,5 U FCU-21 7,110 6,042 78.8 65.5 8,803 1 68.0 206-230V 1Dh 0.6 15.0 21.7 It11.8 x 27.6 55.1 1,2,3,5 W FCU-22 7,110 6,042 78.8 65.5 8,803 68.0 208-230V 1ph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1,2,3,5 BRANCH DUCT SIZING: F N FCU-23 7,110 6,042 78.8 65.5 8,803 68.0 208-230V 1ph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1,2,35 CONNECTION SIZE: BRANCH DUCT SIZE: CFM RANGE: Uz FCU-24 7,110 6,042 78.8 65.5 8.803 68.0 1 208-230V 1ph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1,2,3,5 40 4' 0-30 9 FCU-25 7,110 6,042 78.8 65.5 8,803 68.0 208-230V 1ph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1,2,3,5 6x6 6' 30-80 FCU-26 7,110 6,042 78.8 65.5 8,803 68,Q 208-23OV 1ph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1.2.3.5 FCU-27 7,110 6,042 78.8 65.5 8,803 68.0 208-230V iDh 0.6 15.0 21.7 z 11.8 x 27.6 55.1 1,2,3,5 8x8 8' 80-190 1000 10' 190-360 NOTES: 1202 12' 360-580 TA �xoa1,sp' 10/15/2 VARIABLE REFRIGERANT VOLUME-AIR-COOLED CONDENSING UNIT SCHEDULE 0 COOLING CAPACITY HEATING CAPACITY REFRIGERANT CHARGE ELECTRICAL DIMENSIONS EFFICIENCY(NonDucted/Ducted) It �2 TAG: BASIS OF NOMINAL CONNECTION RATIO Options and ti ROOM DESIGN TONNAGE DESCRIPTION AMBIENT DESIGN(°F AMBIENT Factory Charge M VOLTAGE- MIN CIRCUIT MAX (WxHxD) WEIGHT Accessories I (DAIKIN) BTU/h DB) BTU/h DESIGN (Ibs) Add'I Refrigerant(Ibs) PHASE AMPS(MCA) OVERCURRENT (Inch) (Ibs) EER IEER COP47 COP17 SCHE °F DOB/WB PROTECTION MOP z 0) n CU-1 REYQ264XAYDA 22 Air cooled heat recove 2 246,000 84.2 276,000 25.8+25.8 ^0 116.3 P z x x x n a n a BHFP26PI000 1 CU-3 REYQ96XAYDA 8 it coo a ea recovery 92,000 84.2 103,000 25.8 ^o 108.8 P 21.1 25 48.9 x 66.7 x 30.2 750 ^o^^ BHFP26P1000 1 rn o' tr w 0 NOTES: H MAUFACTURER MUST BE CERTIFIED,LISTED,AND LABELED PER AHRI 1230. U of CONDENSING UNITS MUST HAVE FULLY MODULATING INVERTER COMPRESSORS. FCU THERMOSTATS MUST PROVIDE+/- 1 DEGREE DEAD-BAND SET-POINT AND CONTROL CAPABILITY. PROVIDE I-TOUCH MANAGER CONTROLLER. SUBSTITUTE MANUFACTURER SHALL BE RESPONSIBLE FOR ADDITIONAL PIPING AND REFRIGERANT. O CONTRACTOR TO VERIFY PIPE DIMENSIONS. C\2 to CONTRACTOR TO FURNISH AND INSTALL INSULATION ON REFRIGERANT PIPING. I O MANUFACTURER MUST PROVIDE 10 YEARS PARTS WARRANTY ON ALL CONDENSING UNITS AND PARTS. t--I -4 PROVIDE PROTECTIVE COIL COATING TO WITHSTAND ASTM B117 SALT SPRAY TEST FOR A MINIMUM OF 1000 HOURS. i 0 O FAN SCHEDULE q )J10 VARIABLE REFRIGERANT VOLUME-ZONE HEAT RECOVERY DEVICE SCHEDULE 44 FAN MOTOR DRIVE WEIGHT TAG OTY LOCATION AREA SERVED FILTER BASIS OF DESIGN REMARKSCFM ESP HP VOLTS PH TYPE LBS) TAG: BASIS OF VOLTAGE- MIN CIRCUIT MAX OVERCURRENT MAX CAPACITY(per DIMENSIONS(WxHxD WEIGHT Options and FN-ER 1 CEILING ELECTRICAL ROOM 200 0.25 0.09 115 1 DIRECT -- PANASONIC FV-30VQ3 20 2,3 U ROOM DESIGN PHASE AMPS(MCA) PROTECTION(MOP) Port) Inch) (Ibs) Accessories DAIKIN) FN-WH SEE PLANS CEILING RESIDENTIAL UNITS 80 0.50 0.02 115 1 DIRECT -- PANASONIC FV-0511VKSI 10 1 BS-1 BS6054TVJ - P 0.6 15.0 54,000 22.8 z 11.7 x 18.9 68.3 HRP26A250T 1, 1,2, FN-RR SEE PLANS CEILING RESIDENTIAL UNITS 8 0.50 0.02 115 1 DIRECT -- PANASONIC FV-0511VKS1 10 3,5 BS-2 BS8054TVJ - P 0.8 15.0 54,000 22.8 x 11.7 x 18.9 72.8 1,2,3 FN-GE 1 ROOF KITCHEN 3.000 1.50 /2/190 208 1 DIRECT -- XRUD-161-VG 150 4,8 BS-3 DS6054NJ Zuts-2XV 1Ph0.6 15.0 54,000 22.8 It 11.7 x 18.9 68.3 1,2,3 NOTES: w BS-4 B540547VJ - P 0.4 15.0 54,000 14.6 x 11.7 x 18.9 48.5 1,2,3 E- 1.WHOLE HOUSE FAN SUMMARY: Z r] Schedule Notes: PROVIDE WITH SMART ACTION MOTION SENSOR MODULE(FV-MSVK1)AND MULTI SPEED WITH TIME DELAY MODULE(FV-VS15VK1) Cn w�.z 1.STANDARD LIMITED WARRANTY: 10-YEAR WARRANTY ON ALL PARTS. U 2.INDIVIDUAL CONTROL AND CHANGEOVER. FAN IS TO OPERATE CONTINUOUSLY ON LOW SPEED WITH HIGH SPEED ACTIVATED BY THE MOTION SENSOR MODULE E-F O 3. NO DRAIN PIPING NEEDED. FAN LOW SPEED SHALL BE SET IN ACCORDANCE WITH THE RESIDENTIAL VENTILATION CRITERIA TABLE BY THE EC IN THE FIELD W �+Z E_ 2. PROVIDE DISCONNECT SWITCH,FAN TO OPERATE CONTINUOUSLY. U w pO,r Z 3. ECM's OR HIGH EFFICIENCY MOTORS ARE REQUIRED FOR FANS THAT ARE GREATER THAN OR EQUAL TO 1/12 HP AND LESS THAN , HP IN ACCORDANCE WITH WSEC C405.8 4.COMMERCIAL KITCHEN HOOD EXHAUST FAN SHALL BE ELECTRICALLY INTERLOCKED WITH THE CORRESPONDING AIR HANDLING UNIT PROVIDING MAKE-UP AIR. MAKE-UP AIR UNIT SCHEDULE c> 5.PROVIDE DISCONNECT SWITCH AND ON/OFF SWITCH. w p UNIT LOCATION BASIS OF DESIGN CFM ESP MOTOR DATA HEATING SECTION CAPACITY(MBH) FILTERS EQUIPMENT REMARKS 6.PROVIDE ROOF CURB. =v NO IN. G HP VOLTS PH RPM TYPE INPUT OUTPUT MIN.EFF. TYPE WEIGHT(LBS z v ZOO MAU-1 ROOF ACCUREX XIGX-P115-HI2-MF-I 2970 1 1-1/21 208 1 1 11725 1 INDIRECT GAS 250 200 80% MERV-8 1300 1,2,3,4,5 w�.. 00 EE- �z NOTES: INTAKE & RELIEF HOOD SCHEDULE 1,PROVIDE ROOF CURB. APPROX SIZE AREA MAX PRESSURE x 2.INTERLOCK WITH COOKING EQUIPMENT OPERATION AND FIRE ALARM/SUPPRESSION SYSTEM. TAG MAX THROAT A CFM R FT.) (IN. MANUFACTURER MODEL REMARKS INLET DIA(IN) C IN.H2O O F F MAN 3.DISCONNECT BY ELECTRICAL CONTRACTOR. IH-1 24 2105 3.24 0.10 GREENHECK GRSI , A&E N G I N E E R S 4.PROVIDE FACTORY FACTORY MOUNTED MOUNTED CONTROLS. RH-1 24 2105 3.24 0,10 GREENHECK GRSR 1 0 1997 Park Lane 5.PROVIDE SEISMIC CALCULATION FOR ALL EQUIPMENT OVER 400 LBS. Burlington,WA 98233 0 LO NOTES: +0 O 1.PROVIDE BIRD SCREEN. ph 360.707.5656 0) 2.PROVIDE ROOF CURB. ril www.coffman.com RESIDENTIAL WHOLEHOUSE VENTILATION CALCULATIONS ROOM INFORMATION VENTILATION SUMMARY CALCULATION INPUTS-CFM/PERSON METHOD CALCULATION INPUTS-ACH METHOD N REQUIRED REQUIRED TOTAL �1 WHOLEHOUSE EXHAUST AIR WHOLE HOUSE DESIGN EXHAUST NUMBER OF NUMBER OF AIRFLOW PER REQUIRED GROSS REQUIRED TOTAL TYPICAL UNIT UNIT SIZE SQUARE AIR CHANGE REQUIRED TsT INLET SOURCE VENTILATION AIRFLOW(CFM) BEDROOMS OCCUPANTS OCCUPANT AIRFLOW FOOTAGE RATE AIRFLOW AIRFLOW(CFM) (CFM) (CFM) O a cn�U7 SINGLE SINGLE OPERABLE WINDOW 15 50 1 1 15 PQ 15 150 0.35 9 F-� O DOUBLE DOUBLE OPERABLE WINDOW 60 80 2 1180 0.35 11 ; A N REMARKS:. 1.VENTILATION CALCULATIONS PERFORMED PER WMC SECTION 403.3 FOR CODE COMPLIANCE,THE GREATER OF THE CFM/PERSON AND ACH METHODS MUST BE USED Pq 2.VALUES AND CALCULATIONS SHOWN REPRESENT LARGEST UNIT SQUARE FOOTAGE OF EACH TYPE,MINOR VARIATIONS IN ZONE AREAS MAY EXIST E. M 3.SEE MECHANICAL EQUIPMENT SCHEDULES FOR WHOLEHOUSE FAN PERFORMANCE W 4.WINDOW MANUFACTURER TO PROVIDE ERHER THE MINIMUM QUANTITY OF TRICKLE VENTS OR AN OPERABLE WINDOW WITH THE MINIMUM AREA REQUIRED FOR AIR INLETS ELECTRIC DUCT HEATER SCHEDULE AS REQUIRED BY 2015 WMC SECTION C402.2 AIRFLOW DUCT DIM EN /� <M 5.THE OPERATING MECHANISM FOR OPERABLE OPENINGS MUST BE PROVIDED WITH READY ACCESS BY THE BUILDING OCCUPANTS TAG SYSTEM SERVED (CFM) (IN) PH BASIS OF DESIGN REMARRS EN KW VOLTS Z co DH-1 ERV-1 2005 2414 18 208 3 GREENHECK IDHE 1-7 I+I COMBINATION FIRE/SMOKE DAMPER SCHEDULE a NOTES BASIS OF DESIGN TAG QTY SYSTEM SERVED LOCATION ;RATIING (HI(GH/LOW)OCITY(3) STYLE(4) SIZE FAIL POSITION VOLTAGE/PHASE REMARKS 1. PROVIDE AUTOMATIC LIMIT SWITCH FOR PRIMARY OVERTEMPERATURE PROTECTION. MFR MODEL 2. PROVIDE MANUAL RESET LIMIT SWITCH FOR SECONDARY OVERTEMPERATURE PROECTION. F 3. PROVIDE NON-ADJUSTABLE AIRLFOW SWITCH. U FSD-1 4 ERV-1 PER PLANSLOW I EFL SEE PLANS CLOSED 120/1 GREENHECK I FSD-212 1-2 W 4. SET TO MAINTAIN 68FDISCHARGE AIR TEMPERATURE.5: DISCONNECT BY ELEC CONTRACTOR. E- 1. ALL SMOKE DETECTION AND DAMPER WIRING BY E.C.AND FIRE UFE SAFETY CONTRACTOR �� 2.SMOKE DETECTOR BY ELECTRICAL CONTRACTOR(SEE COORDINATION NOTES BELOW) 6..COORDINATE LH OR RH ORIENTATION WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING. 7.PROVIDE DUCT THERMOSTAT AND SCR CONTROL a' SPLIT HEAT PUMP SINGLE ZONE UNIT SCHEDULE AREA FAN OUTDOOR ELECTRICAL INDOOR ELECTRICAL ACTUAL COOLING CAPACITY HEATING CAPACITY SHIPPED OUTDOOR UNR BASIS OF INDOOR UNIT BASIS OF g BEnr TAG MIN.SEER FILTER REMARKS of• C's SERVED CFM ESP VOLTS. PH MCA MOCP VOLTS PH MCA MOCP SEER (MBH) (MBH) WEIGHT 6 LBS DESIGN DESIGN FCU-28/CU-2 SERVER 580 -- 208 1 18.3 20 1 208 1 1 1 N/A" N/A" 13 18 24 27 MERV 4 30/160 OMKIN RX24NMVJU DAIKIN FTX24NMVJU 1,2,3,5 ®er"� NOTES: rum. 1. INCLUDE BUILT IN CONDENSATE OVERFLOW SHUTDOWN SWITCH AND CONDENSATE PUMP. 10/8/20 2. PROVIDE WALL MOUNTED 7-DAY PROGRAMMABLE THERMOSTAT 3. AIR ECONOMIZER IS NOT REQUIRED PER WSEC C403.3 EXCETK)N 10 4. AIR ECONOMIZER IS NOT REQUIRED PER WSEC C403.3 EXCETION 6 c w 5. "INDOOR UNIT IS POWERED FROM OUTDOOR UNIT � 47 LOUVER SCHEDULE TAG AREA SERVED APPROX SIZE MAX CFM %FREE AREA FREE AREA(SO. MAX PRESSURE DROP MANUFACTURER MODEL REMARKS CITY WIDTH(IN) HEIGHT(IN) FT.PER LOUVER) (IN.H20) L-ER ELECTRICAL ROOM 2 12 12 200 29% 0.30 0.15 GREENHECK ESD-435 1,3 .N L-RH RANGE HOOD SEE PLANS 9 9 200 34% 0.15 0.15. BROAN 843BL 1,2 U L-DR DRYER SEE PLANS 6 1/2 6 1/2 110 -- -- 0.15 SEIHO SB-4P L-LR LAUNDRY ROOM 1 20 8 600 29% 0.30 0.15 GREENHECK ESD-435 1,3 L-WH WHOLE-HOUSE FAN SEE PLANS 6 6 120 -- -- 0.15 BROAN 642 1,2 Cat L-ERV OFFICES 1 2 1 28 1 28 2005 51% 2.70 1 0.15 GREENHECK ESD-635 1,3 0 O L-FCU-15 RESIDENTIAL CORRIDOR 1 12 1 12 200 29% 0.30 0.15 GREENHECK ESD-435 1,3 O W O NOTES: - U E'I N 1.PRDWDE BIRD SCREEN Cn O 2.PROVIDE GRAVITY DAMPER TO MEET WSECC403,2.4.3 EXCEPTION 1.2 4, U 3.PROVIDE CLASS 1 LOW LEAKAGE MOTORIZED DAMPER TO MEET WSEC C403.2.4.3 4 0) d 'd U ENERGY RECOVERY VENTILATOR SCHEDULE SUPPLY FAN EXHAUST FAN DESIGN OUTDOOR SUPPLY AIR POWER MARK LOCATION MAKE MODEL SERVICE AIR TEMP (DEG F) TEMP DB(DEG F) ROOM AIR TEMP FILTERS OPER. REMARKS Ri N CFM ESP CFM ESP WINTER/SUMMER WINTER DB/RH(DEG F) MCA MOP VOLTS PH HZ (SUPPLY/RETURN) TYPE (LBS) W A CV ERV-1 CEILING RENEWAIRE HE2XINH OFFICES 2,105 0.75 2,105 0J5 15DB/79DB/65WB 65 75/50% 14.9 20. 208 3 60 MERV 14 NORMAL 500 1-8 VQ� �-. m NOTES: z 1. PROVIDE MINIMUM ENERGY RECOVERY EFFICIENCY PER 2015 WSEC Q z E. 2. PROVIDE FACTORY MOUNTED CONTROLS w a?p z 3. PROVIDE ELECTRIC DUCT HEATER COIL-SEE DH-1 SCHEDULE FOR ADDITIONAL INFORMATION. � w�" 4.OUTSIDE AIR INTAKE SHALL BE 10 FT AWAY FROM ALL EXHAUST,VENT,EQUIPMENT. 0 W d 5.PROVIDE SEISMIC CALCULATION FOR ALL EQUIPMENT OVER 400 LBS E.5 w O k- 6.UNIT TO BE INDOOR RATED.PROVIDE WITH 20 GA PREPAINTED PANELS CONFORMING TO ASTM A653 WITH 2'RE THERMAL INSULATION. a' 7.UNIT SHALL BE ON 24/7,UNLESS INDICATED OTHERWISE BY OWNER.PROVIDE STAND-ALONE FACTORY CONTROLS. UI ZO 8.FILTERS AND FILTER BOXES TO BE SIZED TO ACCOUNT MINIMIZE PRESSURE DROP DUE TO INCREASED FILTRATION REQUIREMENTS. 00 E- .� co 0.. Ili d COFFMAN ENGINEERS 1997 Park Lane 0 Burlington,WA 98233 � Q ph 360.707.5656 rn www.coffman.com DOMESTIC WATER HEATER SCHEDULE GALLON EWT LWT ELECTRICAL WEIGHT BASIS OF O UNIT N0. LOCATION TYPE INPUT(MBH) CAPACITY F F VOLT PHASE FLA LB.S DESIGN REMARKS W DWH-1 HWH ROOM GAS 150 100 40 140 120 1 10 1,400 q0 SMITH BTH-150(A) 1 O DWH-2 HWH ROOM GAS 150 100 40 140 120 1 10 1,400 AO SMITH BTH-150(A) 1 a U)u ko NOTES: a r 7 O `0 1.PROVIDE COMPLETE SYSTEM WITH CONDENSATE NEUTRALIZATION KIT,FACTORY MOUNTED CONTROLS,REFER TO DETAIL 1/P3.1 FOR ADDITIONAL INFORMATION. ko W A a'.7 �0.0 �y to CIRCULATION PUMP SCHEDULE ov w CAPACITY PUMP Z i� UNIT NO. SERVICE LOCATION SUCTION 7PMF / WEIGHT REMARKS T HD HP RPM VOLTS PH VFD7 POWER DISCHARGE PUMP TYPE SIZE CP-1 HOT WATER RECIRC HWH ROOM 1 5 1/25 3250 120 1 N E 1/4' GRUNDFOS UP.15-10 F/FR 20 1 CP-2 HOT WATER RECIRC HWH ROOM 4 1 12 1 1/25 3250 120 1 N E 1-1/4" GRUNDFOSUP 15-42 F 20 1 1.PROVIDE BALANCING VALVE U U W F �x U EXPANSION TANK SCHEDULE LOCATION BASIS OF DESIGN TAG SERVICE TYPE VOLUME ACCEPTANCE SIZE Hem WEIGHT REMARKS RM.NAME (GAL) (GAL.) (IN.) (LBS.) MFR MODEL ET-1 HWH ROOM DOMESTIC HW DIAPHRAM 1 6.4 3.2 4506 140 AMTROL ST-60—C 1 NOTES: S B$�r 1)PRE—CHARGE 2 PSI BELOW NORMAL OPERATING CITY WATER PRESSURE. Fixture Unit Calculation per UPC arec Jab Name: Holman Recovery Center PLUMBING FIXTURE SCHEDULE 10/8/20 Date: 7/132020 SERVICE PIPE SIZE BASIS OF DESIGN Room Name Fixture Private WFU Total DFU Total MARK ITEM REMARKS or Level Type QtY. or Public Each WFU Each DFU WASTE VENT C.W. H.W. MANUFACTURER MODEL Common Areas Hose Bibb 1 Private 2.5 2.5 L_7 LAVATORY(MULTIPLE TYPES) 1-1/2' 1-1/2' 1/2" 1/2" BY CONTRACTOR BY CONTRACTOR COORDINATE WITH ARCHITECT Hose Bibb—Ea.Add. 3 Private 1 3 1 Kitchen sink,domestic 3 Private 1.5 4.5 2 6 BY CONTRACTOR BY CONTRACTOR 0 'm Dishwash(Comm.) 1 Private 3 3 1 Z L-2 Lav 8 - Private 1 8 1 8 LAVATORY(KITCHEN,MULTIPLE TYPES) 1-1/2" 1-1/2" 1/2" 1/2' BY CONTRACTOR BY CONTRACTOR COORDINATE WITH ARCHITECT N ur Drinking Fountain 2 Private 0.5 1 0.5 1 cc WC tank 5 Private 2.5 12.5 3 15 FAUCET BY CONTRACTOR BY CONTRACTOR a- Residential BY LAVATORY(HAND WASH SINK) 1-1/2" 1-1/2" 1/2" 1/2" BY CONTRACTOR BY CONTRACTOR COORDINATE WITH ARCHITECT ~ a Combo Bath/Shower 3 Private 4 12 2 6 yd Shower 6 Private 2 12 2 12 FAUCET BY CONTRACTOR BY CONTRACTOR •U Lay 20 Private 1 20 1 WC-1 WATER CLOSET 4' 2' 1/2'. 1/2' BY CONTRACTOR BY CONTRACTOR COORDINATE WITH ARCHITECT 9 Clothes Washer 3 Private 4 12 3 9 WC tank 12 Private 2.5 30 3 36 SH-1 SHOWER/TUB 2' 2' 1/2' 1/2' BY CONTRACTOR BY CONTRACTOR O CQ InigaBon Load 20 GPM 30 SH-2 SHOWER 2' 2' 1/2" 1/2' BY CONTRACTOR BY CONTRACTOR COORDINATE WITH ARCHITECT l(3 CQ O Total Count: i21 113 WB-T WALL BOX-CLOTHES WASHER 2' 1-1/2" 1/2' 1/2' GUY GREY MWB-21 CENTER DRAIN,20 GAUGE STEEL W/WHITE POWDER COAT FINISH. O 1•ti '~ W GG O Pipe Sizes: 1-12" 4" I U E- N Notes: FD-1 FLOOR DRAIN 2' 2' 1/2' 1/2" JAY R.SMITH 2010C—PO50—U—NB WITH TRAP PRIMER CONNECTION,VANDAL PROOF SCREWS,NfCKLE BRONZE STRAINER. 0 FROM UPC CHART A 103.1,a 121 WFU demand bad I.approrimat ly= 50 GPM O FROM UPC CHART A 105.1(2),a S' CW pipe will service this demand at 10 H/see DF-1 DRINKING FOUNTAIN 1-1/2" 1-1/2" 1/2" — BY CONTRACTOR BY CONTRACTOR COORDINATE WITH ARCHITECT U FROM UPC TABLE 703.2,6'PIPE DFU-720 at 1/4'per foot dope&576 at 1/8"Par foot C R R y U FROM UPC TABLE 703.2.8'PIPE DFU-2640 at 1/4"per foot slope&2112 at 1/8"per foot. C� •O FROM UPC TABLE 703.2,10"PIPE DFU-46W at 1/4'per foot slope&3744 at 1/8"per foot HB-1 FREEZE PROOF WALL HYDRANT — — 3/4" — WOODFORD MODEL 30 FREEZE PROOF U i1 Building Drain Size will be crw(1) 8' diameter wade fine per Table 703.2.(2640 DFU max). 3" 2' 3/4 3/4 AMERICAN STANDARD FLORWELL RIM GUARD, .AND#7721.038 FLAT METAL STRAINER FAUCET CHICAGO #956—R-369 VACUUM BREAKER SPOUT,WITH WALL HOOK,LOOSE KEY STOPS,RUBBER HOSE (Yy FS-1 FLOOR SINK 2' 2' JAY R.SMITH 3100—P050—F—C-12 TYPE 304, 14 GAUGE STAINLESS STEEL,WITH TRAP PRIMER CONNECTION, HANGS,FLASHING CAP Zaco AND HALT GRATE. �E'lo w �oZ � WC4z Cn �p> Txn U w x �V.�5O ate`' ZOEy "z a� IX � d COFFMAN ENGINEERS 1997 Park Lane G Burlington,WA 98233 0) ph 360.707.5656 N www.coffman.com SHEET NOTES INSTALL REFRIGERANT PIPING FROM CONDENSING UNIT TO INDOOR FAN COIL UNITS OU1000F PATIO PER MANUFACTURER'S INSTALLATION I�1 INSTRUCTIONS. C >DUCTED FAN COIL SUPPLY/RETURN PLENUMS TO ~ MATCH FAN COIL OUTLETBNLET DIMENSIONS. W . (TYPICAL) 1 x12 >RUN DRYER EXHAUST DUCTS SEPARATELY TO V l mm 10 O M 585 CFMM EXTERIOR.CONNECT TO BACK OF DRYER. coOb (TVP/4) (TYPICAL) >i6z16 TYPE-I EXHAUST THROUGH ROOF. W A A-2 OC UPANCY 12.128.1 M DINING HAL 640 CFM FCU-� >26z25 MAKE-UP AIR UP THROUGH ROOF. ai^ UP TO RHA,MATCH INLET DIMENSIONS. pa~7 ©UP TO IH-1,MATCH INLET DIMENSIONS. rn v../ O ERV-1 CONNECTION DIMENSIONS: F 7 24z14 OUTSIDE AIR INTAKE FCU-2B 12x12 R-1 24x14 RETURN AIR 450 CFM Z,12 EXHAUST AIR 8x8S-4 12x12 R"1 18x12 OUTSIDE AIR SUPPLY W M FCU-7 155 CFM �/ � 85 CFM BXB S-1 (TYPI<) D PROVIDE 3"COMBUSTION AIR INTAKE AND FLUE Sx8 R-1 20 CFM CU-3 CU-1 UP THROUGH ROOF,INSTALL PER 7 k F.v Y8x8 R-1 1 14" i2" 123.1MANUFACTURER'S INSTALLATION INSTRUCTIONS. jmr L66CFM HAS SCf? hWH ER CU-2 _ -0FM _1 $.'+ _ 8x R- S 130, 1®PROVIDE LOCKABLE COVER OVER ALL x - FCU 28 -" 1Bx18 - �- -� _ FCU-28 THERMOSTATS LOCATED IN RESIDENT ROOMS. O 1.12 CFM ...._ - ._._...___-.._ _......__ -..-..-.._.._ ._...._....-_ -._.___. _.... ..................... TY 316 CFM EH-MR 8 S- B 8.1 5 CFM L t 12z12 R-2 12x12 1 Bx6 S-1 1 Bx8_S-1 t t � ) MEN_ 6x8 S-1 S- 8xB S-1 Bx8 S-1 85 CF ' x10 R 1 110 CFM EA - " 210 FM - 155 CFM f' ZCIF 165 CF 1586 CFM 155 CFM 155 CFM xi.- .-_ F $ U 1 55 CFM l___ GV 15 CF 10x10 Bx8 R-1225 C5 12" g 1 �_ 18 14c�A ELEC. RM 4 M-; 14 1 -1 r x8 -1 WO WOMEN NOMIN WOMEN F rrrr1�4 _ '-'-- 14z14 I'-f 315 M -- 155 CFMBz8 UtOx1 _. J Bz8_Ft '__ ct 140T 155 FM 12 f��)�iE IC%k4'P) L225 10 _. 190 QFM 10x R-1 FN_RR O -_-.-.. 1 _ Irx8 R 1 __- ... FCU-5 I—•FN-ER .. 4 _ 20x14_ _ 22 FM 155 FM Bx8 R- 16 SxS M B T 5 CF C 315 CFM ❑ 55 CFM 6 ..._ Bx8 1 6 340 CFM F - 55 CFM g-1 i RESI k00M_ 14z14 R-1 '(yry'' „, 125 CFM EAC 05_ _-_ :_..-. ------ .._-_ .. a'C {2'f _. ___._...F.C17-15. _... 835CFM 10 CFM 6x6 S-1 SE,I„ i38 ---- - 8" Bx8 S-1 " 14 S- -' BS-2 150 _t L-FCU-13 ry� 70 CFM FC % 3 - 8 FCU-14 �re� I 12x12 R 1 14x —- 340 CFM 72" 20 M OA t00 M[4j DH-1 5 CF _1�,ECUPAN�Y M CU-72 83 -_' ❑J a 8x8 R-1 Bx8 R- �,1 rauy ' lJ J 8x8 3.1 12 95 CFM _RR 8 R- 20z14 v 155 CFM155 CF u 150 CFM . 0 - -_. P) - x F 405 1 6 6 S FCU '13,. I- T 155 CFM U-22 155 CFM^ T M 10/15/2 L) 12 2 R•1 x �� FM 405 C 210 C WOMEN FCU-23 �l ST TOR 0o61_E 4UB4E DOlJlil WOMEN (s rvP 1 1 c pOUBLE S 5 F R / i (� I ._. W S-1� L_ _ 2 FM FM 137 C _ N oS 1 (TY ISM 12„ - 90 CF y — 12x12 S-1_.% 1 _— —.__-.._ �a�z-8 S�-- ~ 3 _- -405 CFM 6x6 S-1 z MEN MEN 1 CFM O \`- CFM """''i1 vs 25 CFM B S BLE Bx8 R-1 11 R 1 DOUE31_ai xe s t -: -_ — - z L-RR WOMEN L-RR [104 10" 155 -4 C 8z8 R-1 GARDEN L-DR [ 151 1155 CFM 165 CFM l 1 CFM 1 y O3 O 180CFM L-ERV (3 TYP) O \ O m ... 1 1 10" 10 30 CFM FCU-18 '�,,, FCU-21 ~ �a 1 e,A8 _-.. L-LR RERFRIGERANT PIPING NOTES: GENERAL NOTES ROup t0oc 13- �•" teo SFt I-- (� *� i -- =--.- / 1. OUTSIDE AIR INTAKE OPENINGS SHALL BE LOCATED A •.•� ;�Ivz � 1. DESIGN INTENT IS ALL REFRIGERANT PIPING IS MIN.10'SEPARATION FROM EXHAUST AIR OUTLETS,LOT U RRIDOR, 30 CFM ii \/ CONCEALED AND ROUTED IN WALLS,FLOOR/CEILING, LINES,VENTS,STREETS,ALLEYS,PARKING LOTS,AND Z 0" 0 g R AND ROOF/CEILING ASSEMBLIES WITHOUT THE USE OF LOADING DOCKS. � FCU-9 12 CU-11 /L\ DROPPED SOFFITS. Bx6 R-1 2. ENVIRONMENTAL EXHAUST AIR OUTLETS SHALL BE 8z R-1 2, CONTRACTOR IS RESPONSIBLE FOR FINAL ROUTING OF LOCATED A MIN.OF 3'FROM OPERABLE OPENINGS AND CD FCU-8 0' 100 C --- 10" 18 CFM 1-' MEN - MEN PIPING PER SELECTED SPLIT SYSTEM MANUFACTURER 10,FROM OUTSIDE AIR INTAKES. 0 1� -r: - 10" DOUBLE., INSTALLATION REQUIREMENTS.THIS INCLUDES D�U - VERIFYING THE MAXIMUM PERMISSIBLE LENGTH OF 9" 9" 8x8 S-1 -- 1 / 3. ALL DRYER AND RANGE HOOD EXHAUST DUCTS SHALL 1C,1 F.y rl 12x12 - 150 CFM i 6Z]US R-1 rf... -1 - REFRIGERANT PIPING PERMANUFACTURER HAVE A BACK DRAFT DAMPER INSTALLED AS NEAR TO .ti 540C M \ 155 CFMINSTALLATION REQUIREMENTS. THE EXHAUST LOUVER AS POSSIBLE. (TYPI) 14 ` 1 &31 BxB 5.15.1 8x8 84 „- FM V E CQ 10 CFM 4x14 S-1 165 CFM I 155 CFM 3. REFRIGERANT PIPING ROUTING TO COMPLY WITH 4. PROVIDE DRYER WITH EQUIVALENT EXHAUST DUCT f 646 CFM 1-4 JI WASHINGTON STATE MECHANICAL CODE REQUIREMENTS. LENGTH CAPABILITY GREATER THAN 5V OR PROVIDE -� FCU 10 MEN MEN BOOSTER FAN,FANTECH DBF 110 OR EQUAL. C) 2 CFM i Bx8 S-1 8x8 S-1 4. ALL PENETRATIONS OF RATED WALLS,FLOOR/CEILING, "4 8 6 8-1 DOUBLE 6z8 R•1 8x8 R-1 DOJ [E— AND ROOF/CEILING ASSEMBLIES TO BE PROTECTED PER . U E. E 155 QFM 1 CFM 5. FOR ALL MANUAL VOLUME DAMPERS LOCATED ABOVE 1 CFM 2 9 8xS R 1 53�155 CFM 155 CFM WASHING STATE BUILDING CODE REQUIREMENTS. HARD LID CEILINGS,PROVIDE REMOTE CABLE �_._.... 150 CFM OPERATION. 8x8 R-1 8 R-1 J - 14z14 R-1 O - O 5. ALL HOLES AND NOTCHES IN STRUCTURAL WOOD 'C) "C U 40 CFM 14 CFM 546 CFM MEMBERS TO COMPLY WITH STRUCTURAL 6. ROUTE CONDENSATE TO P-TRAP OF LAY IN RESTROOM. FCU-17 FCU-20 REQUIREMENTS AND WASHINGTON STATE BUILDING REFER TO DETAIL S/M201(TYP,) Bx8 R-1- CODE REQUIREMENTS FOR OPENING SIZE AND LOCATION ----- ------------ ----------- BASED ON SIZE OF MEMBER PENETRATED.NOTE THERE 7. PROVIDE VOLUME DAMPER AT EACH GIRD CONNECTION. (TYP/3) O 0 ARE DIFFERENT OPENING REQUIREMENTS FOR BEARING �I� FN-WH _ WALLS,NON-BEARING WALLS,STRUCTURAL JOISTS,AND B. COORDINATE ACCESS DOOR/PANEL LOCATIONS FOR a (� J ❑❑ (TYP) BEAMS.SEE STRUCTURAL DRAWINGS FOR DETAILS. MAINTENANCE OF EQUIPMENT AND ACCESSORIES W N 6, HOLE,NOTCH,OR OPENING SIZES ARE REQUIRED TO BE DAMPERISG FIRE/SMOKE DAMPER,AND MOTORIZED Z►•7 0 N OF SUFFICIENT SIZE TO ACCOMMODATE PIPING AND w CO MEN D BI_E INSULATION. 9. DUCTED FAN COIL SUPPLYIRETURN PLENUMS TO z pOUAf,E MATCH FAN COIL OUTLETANLET DIMENSIONS.(TYPICAL 7. PIPING TO BE ROUTED TO MINIMIZE PIPING ON THE ROOF FOR ALL FAN COILS) F AND MINIMIZE HORIZONTAL PIPING THROUGH A 155 CFM 4 Bx8 R-1 8 S-1 ® RESIDENTIAL UNIT NOT SERVED BY THE ASSOCIATED 155 CFM S-1 Bz8 R-1 SPLIT SYSTEM. a�y 8x8 S•1 165 CFM 21 CFM 155 CFM A 8. CONTRACTOR RESPONSIBLE FOR FINAL DETAILING OF � O _ FLASHING AND SEALING OF REFRIGERANT PIPING -5 - EN GQ . 8x8 S-1 .1 8x8 S-1 LE 8z8 R-1 PENETRATION OF ROOF ASSEMBLY. W O 316 CFM 315 315 !vLJ.- L7�o 7 rno O E• FCU-16 O FCU-19 0 Z x ®COFFMAN ENGINEERS 1997 Park Lane HOLMAN RECOVERY FLOOR - HVAC PLAN Burlington,WA98233 �--' 1 SCALE: 1/8"= V-0" ph 360.707.5656 rn www.coffman.com of GENERAL NOTES SHEET NOTE ❑ 1. OUTSIDE AIR INTAKE OPENINGS SHALL BE LOCATED A D PROVIDE 3"COMBUSTION AIR INTAKE AND FLUE, w MIN.1O'SEPARATION FROM EXHAUST AIR OUTLETS,LOT INSTALL PER MANUFACTURER'S INSTALLATION r^� LINES,VENTS,STREETS,ALLEYS,PARKING LOTS,AND INSTRUCTIONS. V 1 LOADING DOCKS. ❑ 2. ENVIRONMENTAL EXHAUST AIR OUTLETS SHALL BE- LOCATED A MIN.OF 3'FROM OPERABLE OPENINGS AND W a 10'FROM OUTSIDE AIR INTAKES.fF n F Zi � fl, cQ W m � Ili w �x - - u a --- --- ---- t i a x 1 I ( — 10/8/20 ❑ ❑ El ❑ ❑ ❑ Q O ----- - ---- - ____-__._. ---- - -7------_. o \\0 / I---i A u -- ----- IEl � c.t l f' ❑ W IN IN co w w o L� o .. .Q) ❑ +� c6 Q) O cd c, �I ❑ (� Il E�� zam� v_ z -� I �I mho 01 r� `� way z a�z x j COFFMAN ENGINEERS -HOLMAN RECOVERY ROOF - HVAC PLAN _ �` Ej —J 9gg7Parn Lane � - O SCALE:3/16"= 1'-0" --- Burlington,WA 98233 h ❑� ph 360.707.5656 ' rA FE-].. www.coffman.com DIFFUSER NECK 1 CQ TRUNK DUCT SIZE �l1 1/2 DIFFUSER NECK SIZE ALL W rF SIDES N AIRFLOW � '�10 M RECTANGULAR TO I,.� fn c M ROUND DUCT TRANSITION, W 14 SQUARE OR ROUND ~ DIFFUSER NECK. W PC cQ (3)ACCEPTABLE __ REFER TO DRAWINGS/ /> A M ROUND DUCT r�/ \ SPECIFICATIONS SIZES.FOR TAKE-OFFS a C CONICAL SPIN-IN -i (MIN.2"LARGER) PROVIDE A VOLUME L�; \ / DIFFUSER BOOT W/ v _c J F 1"ACOUSTIC LINING a.... DAMPER FOR EVERY C \� \ DIFFUSER AND GRILLE. � FLEX.CONN. Z FF LOCATE DAMPER AS FAR FLEXIBLE DUCT L-------J DIFFUSER (TYP.) _ ASP AND WITH SEE PLANS OR 7 NOT LESS THAN 6 LINEAR DIFFUSER SCHEDULE THREADED ROD 1� CQ FEET OF DUCT,FROM FOR SIZES.SEE LLII EEDtS.A. P)RUCT.ABOVE W M DIFFUSER OR GRILLE DIFFUSER OR GRILLE. SPECIFICATIONS F (TYP).REFER TO LOCATE DAMPERS ON MAXIMUM LENGTH PLAN SEISMIC RESTRAINT. ACCEPTABLE RECORD DRAWINGS AND HANGER WHERE _ FOR CONNECTION DETAILS COORDINATE WITH AIR PROVIDE 114" BALANCER BEAD AROUND REQUIRED r----- - - ------1 CLA P COLLAR DIFFUSER BOOT W/1'ACOUSTIC LINING L- ___ -_-__--J U 3 FOOT MINIMUM,6 FOOT MAXIMUM LENGTH AND 1. 130°MAXIMUM _ r--- ---, W CUMULATIVE CHANGE OF - MINIMUM 1/2' DIRECTION FOR FLEX - (,. - DIFFUSER NECK RIMARV CONDENSATE I" DUCT.PROVIDE AT SIZE PLUS 2" �[�(��Q NOT LESS THAN ONE LEAST 90°CHANGE OF - L_--!- _J S.A.DUCT OBSTRUL°'T�fLYT�RPLENUM V STRAP HANGER FOR DIRECTION WHERE ` i EACH FLEX DUC POSSIBLE FOR CEILING LIQUID&SUCTION CCESS. ACOUSTICAL REFRIGERANT LINES FAN COIL UNIT NOTE: 1 OTE: CONSIDERATION SMACNA APPROVED DIFFUSER TO BC CONTROLLER -/ I REFER TO DRAWINGS/ f NOTE: SPECIFICATIONS FOR 1. DO NOT USE FLEXIBLE DUCT IF NOT INDICATED ON /1 FLEXIBLE DUCT TO DIFFUSERS ELEVATION TYPE AND SIZE PLANS.PROVIDE SHEETMETAL DUCT, �-J SHALL NOT BE USED ABOVE RECTANGULAR IF NEEDED FOR SPACE NON-REMOVABLE HARD CEILINGS. WA 0 CONSTRAINTS. USE RIGID DUCT CONNECTIONS. qb ,t CONNECTING DUCT FOR RESTRICTED CEILING HEIGHT 3 DIFFUSERS AND GRILLES DETAIL K 2 DIFFUSER CONNECTION DETAIL 1 SPLIT INDOOR FAN COIL DETAIL °°® M2.1 SCALE:NTS M2.1 SCALE:NTS M2.1 SCALE:NTS t0/9/20 STRAP HANGERS TO BE CONSTRUCTED FROM SAME '7 STRAP HANGERS TO BE GAUGE GALV.STEEL AS CONSTRUCTED FROM SAME DUCT-TYP. m �~ GAUGE GALV.STEEL AS 1/4"DIA.GAL DUCT-TYP. NUT&BOLT FILTER SECTION - T SHEET METAL RETURN W/1" � ST P HANGER TO BE FAN COIL UNIT SOUNDLINING SEE PLAN FOR SIZE RA U FASTENED TO DUCT / �\ WITH SHEET METAL 2"WIDE DUCT BAND CONST.FROM SCREWS 30" FLEXIBLE DUCT MOTOR HOUSING CENTER-CENTER MAX SAME GAUGE STEEL CONNECTION \\ O AIR INLET KEF AS DUCT SUPPLY DUCT / CQ 2" SE PLAN 7 FORS ES �\ RETURN AIR O M RECEPTORGREASE RECTANGULAR DUCT UP TO 20" ROUND DUCT UP TO 40" DAMPER O W CD U H PROVIDE FULL LENGTH 4 PIANO HINGE FOR ACCESS. GALVANIIZED ANGLE IRON FASTENED TO DUCT WITH m \ EXTENDED VENTILATED THREADED HANGER RODS 1/2"DIA 7HCENTER-CENTER MAXCREWS. Ag lNgtl rJ100 CURB BASE EASs CH SHDE EET AL S XEN1/4 X 1/4 UP - - DRA NNPANY � FIELD FAB OR ROOFING TO 34"DUCT DIM. (SEE NOTE 1) PRE—FAB CURB 2 X 2 X 114 UP TO 55". LE �. _._.. ROOF INSULATION��� ANGLE BRACE REQUIRED SECONDARY DRAIN TO AIR GAP FITTING NOTE:III ON DUCT DIM.OVER i.MAINTAIN N.E.C.PRESCRIBED FOR POWER AND METAL DECK GALVANIZED ANGLE IRON 20 CLEARANCES INDIRECT CONNECTION TO DRAIN CONT OL PANELLS.COORDINATE ROOF PENETRATION 1 X 1 X 114 UP TO 24"DUCT DIM. WITH OTHER TRADES �y FRAMING(SEE 1-1/2 X 1-1/2 X 1-/4 24"TO 34"DUCT DUCT DIM. 2 HR.GREASE STRUCTURAL 2 X 2 X 1/2 34"TO 55"DUCT DIM. USE MOLLY SCREWS IN W DUCT ENCLOSURE BLOCK WALLS&SHEET ROCK NOTE: E WELDED BLACK STEEL RECTANGULAR DUCT UP TO 55" PROVIDE ADEQUATE. CO SCREWS IN STUD WALLS 1.PROVIDE SECONDARY DRAIN,DRAIN PAN W/DRAIN PIPE OR INTEGRATED SHUTOFF Z a w W 7-r DUCTWORK BLOCKING-TYR VALVE,PER IMC VERTICAL DUCT 0 0 ROOF MOUNTED UPBLAST EXHAUST FAN H o�= 6 DETAIL (5)DUCT SUPPORT DETAILS 4 SPLIT INDOOR FAN COIL DETAIL A M2.1 SCALE:NTS Mz.1 SCALE:Nrs M2.1 SCALE:NTS Z�0 E. a�z x -COFFMAN ENGINEERS 1997 Park Lane G .--I Burlington,WA 98233 ph 360.707.5656 www.coffman.com I moo) DESCRIPTION OF OPERATIONS o RETURN H 0 m� w C, SUPPLY AIR TO SPACE VRV FAN T SPACE TEMPERATURE y ^ COIL SENSORto a o UNIT -EXHAUST FAN MOTORIZED SPACE e'� / DAMPER INSTALLED AT w o VRV BC WALL PENETRATION Z CONTROLLER (SPRING RETURN OPEN Z 't DAMPERS) W OUTDOOR VRV UNIT a TD1 TO OTHER VRV UNITS WALL �W o U OSA DAMPEFL> D ECM ECM R T? �/ HEAT T2 RECOVERY T4 OUTDOOR E CORE SENSORS AIR FILTER SUPPLY RETURN EXHAUST AIR AND BE,y�s FAN FAN RETURN AIR FROM Rd C' ARRAY T5 T3 ARRAY T6 SPACES Fly TD2 Q+.L OUTSIDE AIR 10/e/20 EXAHUST/RELIEF DAMPEF OSA TO SPACES MINIMUM OUTSIDE AIR -SCR CONTROLLED E HEAT RECOVERY AIR ELECTRIC DUCT HANDLER(DOAS) HEATER(MAINTAIN 68F DISCHARGE) SYSTEM DESCRIPTION: m VARIABLE REFRIGERANT VOLUME(VRV)SYSTEM SHALL BE PROVIDED WITH COMPLETE MANUFACTURERS CONTROLS PACKAGE. THE SYSTEM SHALL OPERATE UNDER ITS OWN CONTROLS. PROVIDE USER m INTERFACE CONTROLLER IN SPACE. CONTROLS SYSTEM SHALL INTEGRATE CONTROL OF THE MINIMUM OUTSIDE AIR HEAT RECOVERY AIR HANDLER(DOAS), DUCT HEATER AND ASSOCIATED DAMPERS AND SENSORS. PROVIDE ALL LABOR, MATERIALS AND PROGRAMMING FOR A FULLY OPERATIONAL SYSTEM FOR BOTH VRV AND DOAS SYSTEM. COORDINATE WITH OWNER FOR SPACE TEMPERATURE SET POINTS DURING SYSTEM SETUP. PROVIDE CONTROLS DRAWINGS, PROGRAMMING, PRODUCT SUBMITTAL TO A/E FOR REVIEW PRIOR TO INSTALLATION. U ALL EQUIPMENT SHALL MAINTAIN OCCUPIED SET POINTS 24 HOURS A DAY 7 DAYS A WEEK. DOAS UNIT AND EXHAUST FAN SHALL RUN CONTINUOUSLY TO MAINTAIN REQUIRED SPACE PRESSURE RELATIONSHIPS. 40 I p p W W p p RETURN p SYSTEM DIAGRAM LEGEND ,k U SYMBOL DESCRIPTION 0 'd 'C SUPPLY AIR TO SPACE -- NUMBER(IF SHOWN)INDICATES SPECIFIC U VRV FAN T SPACE TEMPERATURE T4 BINARY INPUT DEVICE(SEE BELOW FOR NOMENCLATURE) REFERENCE IN SEQUENCE.T4 COIL SENSOR UNIT LETTER CODE: w A c\2 T4 ANALOG SENSOR(SEE BELOW FOR NOMENCLATURE) C = CURRENT(AMPERAGE) Z a 0 D = DIFFERENTIAL PRESSURE a w OUTDOOR VRV UNIT o E,Zp E = END SWITCH E- T4 AMBIENT ANALOG SENSOR(WALL MOUNTED) F = FLOW U W a Z (SEE BELOW FOR NOMENCLATURE) H = HUMIDITYCD a x L = LOW TEMPERATURE d EQUIPMENT AND ELECTRICAL ROOM UNIT SYSTEM DESCRIPTION: NOMENCLATURE P = PRESSURE z VARIABLE REFRIGERANT FLOW SYSTEM SHALL BE PROVIDED WITH COMPLETE S = SWITCH(MANUAL) T = TEMPERATURE w MANUFACTURERS CONTROLS PACKAGE. THE SYSTEM SHALL OPERATE UNDER ITS ECM ELECTRONICALLY COMMUTATED MOTOR o z V = VELOCITY OWN CONTROLS. PROVIDE USER INTERFACE CONTROLLER IN SPACE. PROVIDE a to a ALL LABOR, MATERIALS AND PROGRAMMING FOR A FULLY OPERATIONAL SYSTEM. CR CONTROL RELAY � 04 COORDINATE WITH A/E FOR SPACE TEMPERATURE SET POINTS DURING SYSTEM SETUP. PROVIDE CONTROLS DRAWINGS, PROGRAMMING, PRODUCT SUBMITTAL CP CONTROL PANEL COFFMAN TO A/E FOR REVIEW PRIOR TO INSTALLATION. ENGINEERS 1997 Park Lane U MS MOTOR STARTER(SEE DIV. 16) Burlington,WA 98233 ph 360.707.5656 ,.G www.coffman.com GENERAL NOTES SHEET NOTES 1 DRAINS TRAP PRIMERS FOR ALL AND FLOOR SINKS.FIELD LOCATE OR D OCATE CIVIL DRAWINGS FOR CONTINUATION.PROVID 1-112'CW MAIN BUILDING CONNECTION,REFER E ®WITH GAS SOLENOID VALVE. ROVIDE INTERLOCKED PROVIDE EMERGENCY SHUT-OFF 1Z' iA 0 ROUTE. PRESSURE REDUCING VALVE IF INCOMMING CITY SHUT-OFF VALVE AND 1/E"HW CONNECTION TO `4 W PRESSURE IS ABOVE SO PSI. DISHWASHER. +� 2. DOMESTIC WATER PIPE SIZE IS 1/2"UNLESS L, NOTED OTHERWISE. ©PROVIDE LINE SIZE HWC BALANCING VALVE. >PROVIDE 1/2"CW VALVE AND CONNECTION TO ICE 1 v 1 0 m MACHINE.ICE MACHINE TO HAVE INTERNAL AIR 1.4 CO to to 3. VENT SIZE IS 2"UNLESS NOTED OTHERWISE. ©2 PSI NO METER WITH SEISMIC VALVE,PROVIDE GAP PER NSF 12. a W O A OCCUPANCY ISOLATION VALVE ON BOTH SIDES OF SEISMIC D DINING HALL VALVE.REFER TO 1/P2.1. W A 101 t1 REC. AREA ®3/4"NG CONNECTION TO CHARBROILER,FIELD M 13 J: VERIFY LOCATION. d G4 O ©3/4"NG CONNECTION TO FRYER,FIELD VERIFY LOCATION. E a... ©.1"NG CONNECTION TO RANGE/GRIDDLNOVENS, FIELD VERIFY LOCATION. (\ N PROVIDE MIXING VALVE,REFER TO DETAIL 1/P3.2. �--1 N V W M �NT1i.: - D REFER TO CIVIL DRAWINGS FOR CONTINUATION. _ -- ^HAIR STORAGE HWH 9D PROVIDE 314"NG CONNECTION TO MAKE-UP AIR Tk i�� UNIT ON THE ROOF,REFER TO M1.2. LJ LE 3/4"HW RFCEPTION i 2Hwc - ---- ---- 99 /2"NG ... _ x ELEC ` ! �2 ',rF 3/4 NG _ ._- p _ 11/4"NG i� r 1 owwz WOMAN \, a WOMEN � a Or ;3/a^ DOUBLE li DOUBLE -- 1 - 1 J O T0:42] I [45 1 NG h - _ WAIT � ��i i L3 i t-112^ n � r — IIf $l4 CW \ 3/4'CW L`� 7 1/2" W t�/4 I \� 3/4"HW �'H(M1� 1-1/4"HW 1 1 HW 1 - 4. i 'HWC �f ' 1 CW - 1 3/4"CW 3/4 HW "HWC 3/4"HWC ii - ' �UPANCY e a �O M5.1 MS 11 COUN_SELOR ` GE �M, Y :; _ vnu�0/1s/ t 3/4"CW SANCTUAR 3/4'Hw2 O we7 TYP.3 G 2 II_ O © Ot. ® cQ KE _ --- r TYP) nP) GARDEN III 5� Z 1/2"OW y HW 7 cc ROUP ROOM I l ,r- � V .� Y-=_ 4ise1_ � SLLOR EXEC UTVE � �� --�-- RCE DIRE Ok / U 01 cTVP> � C MEN MEN - DOUBLE / DOUBLE _ O � �52 C,s� II CQ o CD T © to GROUP ROOM GROUP ROOM ~ 116� 2D - --- - O� i;LOR 0" ® �JUB�E �,E i53 I U 17 N 3 7 + as o k f� 8-2 Y - --- (TYP) m- H�c r� Zap (TYP) z Er Z O II 3/4"HWC w z 3 CW 4"1 Q � 34"AW _ O z zQ0 TYP. \ 3/4"HW 3H-i F+1 �i (TMP.) ACOFFMAN ENGINEERS OHOLMAN RECOVERY FLOOR - WATER PLUMBING PLAN ,997ParkLaD6 a SCALE: 1/8'= V-0' Burlington,WA 98233 ph 360.707.5656 QI rn www.coffman.com I� SHEET NOTE w D 4"MAIN WASTE LINE,REFER TO CIVIL DRAWINGS E-w FORCONTINUATION. a M ko ©TO GREASE INTERCEPTOR BY OTHERS. [�COko A_1 OCCUPANCY W a 1 02 DREC ININGAREA Tr HALLA M P. P 131 > �� �iao UFO° CQ CQ V W INTAKE COPY OFFICE FILE [_1-j [__i S.V.R_ i"tJ UF FO WOG `.J ..._- -1 WC V UP WUP WUP WUP WUP 0/ w P VUP VUP WUP UP TO WCO UP 70 WCO W WUP .._._ -__- EF LL�_l _ GW vUP WOMEN U UP TO O SINGLE — _.-_ C �R PTIDUP N UP TO Z11w WCO WUP 141 uupp 2"W 2"W- -vuP P L -1 W UP 2"W 3"w WOMEN WOMEN WOMEN WO FITNESS �x uProwc PATIENT [MpIOYEE uP _ a,. W a 0 i TO WC U o .�,. 1.�3 uP MEN low UA M S'TO HRH 2M. T NG,I,F DOUB DOUBLE DOUBLE UBL-E J COLLECT N 09 110 ] L111 W m 130 �, uPT WC P MEDS, �40�Pr WC 42.._. 143 144 awI 1:`'_] r-h WUP GW_UP ��IJ �p�� WAITI G [ 1JG...[ GW UP__... ��W" UP C O .. WV `J P \ VU4 I-J UP J ]10 - --� EXAM/ .._. �...r MEDS WAIT. -- u UP a W JW WUP _ RE ROOM $ :E�c [_1O5] 129 -0 CU �L vuP � S� �_ UTIIITY CLOSET a'w S8 4W w a^w ti UP TO CO -- UP r �� I_-1 OC'�!'ANI:_'f I'. VUP TO WC 4 W -.._ __ TO CO `_. '� 4 W 4'W 4 W 4'W 41�J .. VUP UP TO WC .... UP VUP .:..... _..._....._ .... \ VUP WUP VUP ' � g6 7 \ COUNSELOR MEN VUP AUNO 1o/e/zo W UP wuP.- OUP ROOM OFFICE MS.Ma• OFFICENS. STORAGE �ANCIUARY LIBRARY TT ��Y11 "p MONITOR WOMENWrOMEN WOMEN WOMLN UP TO WC 4��W UP TO W� 11i ].... �_11Z �__t _J�4;.9 C4_1L - O :. a"w u 70dVC [ 1IUAR 35_ _ _ _1 DOUBLE DOUBLE'. p NP - - CRAFT ROOM 96_ STAIIUN DOUBLEDOUBLE 48 49_.� 137 ih611 o -__ N VUP- .._ VUP , �,, O 'W © O 2 VV - MLN "7 WUP uPTOWC MEN MEN o WOMEN [ 104] / a"W VUP DOUBLE awa UOUIi,E; _ 103] SCLINIC UPEiC R. GARDEN 51 w uP w uP uP To wco w UP WUP_/ UP To wco Z --- L 1 2 OV UP p,w VUP O O -...-; _.UP TO WC tt WO EN -- _ WUP GROUP.ROOM 1 _� w r w �_.'!.-3 .� WUP- C � a COFRII70R WUP O EXECU TINE COUNSEi OR 2^w U 2 OFFICE [ 11f] DIRECTOR WCO z' a"w !--- L..._. -�.._-1 121 UP TO WCO U :� WUP P TO WCO EN vu VUP EN MEN — DOUBLE QOUBLE O UP TO WCO WUP L152 �_,_157] O _1 O 0 U E- N GROUP ROOM GkOUP_ROOM o l6] COUNSELOR COUNSELOR 2D MILE Ol!MEN NE: O a O OFFICE OFFICE �17 L11s 1 •5-..j s-� aUi ® -,.,W Q m __- VUP VUP UP UP TO WC 1-17 __, WUP Eli] rf-I---. WUP I/,J 2'W WUP W UP �W- TWUP TO WCO , WUP IvI� PTO WCO >" E'A� '` VUP vup,IUBLE Z.aIm -;5q W i z ® ® cn �z F O o Waz �SING—ILE SINGLE 4"W J '•5J UP UP C) UP TO WC P_ _V - UP TO WC W Zp0 �i Z_ UP TO WC0 l__ w _3^ PTO WCO y 6 C ..1►a WUP W UP O x Vu VUP -COFFMAN �' x UP TG-0[E11 ENGINEERS 1997 Park Lane O HOLMAN RECOVERY FLOOR - UNDERGROUND SANITARY PLUMBING PLAN Burlington,WA98233 1 SCALE: 1/8"= 1'-0" -w rl ph 360.707.5656 a m www.coffman.com GENERAL NOTES SHEET NOTE Qt o Fw�ry 1. REFER TO PLUMBING FIXTURE SCHEDULE D DRINKING FOUNTAIN BY CONTRACTOR. ^ F pt FOR BRANCH WASTE AND VENT PIPING �/1 "�0 M SIZES. D PROVIDE DISHWASHER DISCHARGE TO ADJACENT m 0 SINK TAIL PIECE. 1.410 A=2 DCGUPANCY 3D PROVIDE INDIRECT DRAIN CONNECTION FROM ICE r�, d' DINING HALL MACHINEIN NEARESRAI COR3INK. W A RECAREA >+ E rA v ly�IN AKE Of Y/ ---- - W OFHCF S.. ---- CHAIN. IORA,G_,E a r lQl._.... L 10L iS1OT ; 132-� V NON I139.� WDN VUP WON _ _ _ _ VUP C� V ON W DN WON VUP UP TO WOO WON wD VON C WOMEN O O LX WCO '1 WON F ■ ° _. SINGLE - RECEPTION woo w DN W��T4�N ON WOO �( 1 qj W w E VON o PATIENT EMPLOYEE..^ DN � ( WON % --- - _ �,I, I ( 133 UA DW STOR. EA R L2 _ o a BLE WOMEN - UOODEN �° O MEN DWOMENOUBLE v WOMEN a COLLECTION 109� L10� 111 ]wNDN UPT C SING L 2t N -- --_ p__ d Ica L od 110�} O Clh2 143_] [144] 145 M/MEDo Co W DN --'_2N F67 2 O 2'V O VCN o ON '. O .. OV N o 4 wFll I c � inb ] _ 2"V -- Fa.t / MrD� WAIT 1 R VON 12E`:_I MMNNDN 3"V - 3N 3N 2N B Cs J7 c" _— � 1 Sb_..• -- ,- 105 11 3N 2S� 2"V 2V 3v 1-1 OCCUPANCY 150 VON -_--- 2N - 124 N 2N SANCTUAR IX VUP _'.I -- VDN VON VDN a If W\ I COUNSELOR Ivl_EN � —VD wu LIBRARY urR STATION DOUBLE DOUBLE DOU3L 10X16X2 VON vDN GROUP FO FICE C__LtI VhD26ENS. STORAGE ( CF`f 1 R0 M FlTMU'HY'Uz MONITOR13� �� 2v W047� WOMEN 2N LjBEE1 0 MEIV.... O wNDN) f MI.N MEN O wco© O M) wc� N a WOM�.� [ i 04 ° VON _r 2"v- �OURII E o — _ __. 103 CLINIC GARI E_N ] W ON W DN ' m SUP LR. WON -W DN O L 122J ((ODDO ' VUP W ON VUP a; rr VDN VDN WON VUP -UP TO WC VUP . M —' m V��.ROQM W0, N_ \' SH 1 fy �TYP) W DN- WON a COUNSELOR CORRIDQR EXECUTIVE VUP - VUP OFFDI 8 ] DIREOTOR °% U _.:. WON �_. WON VUP W W up CO VUP WCO WON V ON V DN MEN WON --__ UOUPi DOUBLE. 0 CX2 _ WN DN WN ON C 1;1 L 1'J7_.� � 1.0 O © Lf) GROUP ROOM GROUP ROOM O U C�X2 116 2� M[N O COUNSELOR COUNSELOR DOUBLE FDEC� FFI E ® y + v - o V ON 3"V UP TO WC WN ON WON [] ❑ `r VUP co W NON �H.� _ WON 13. 1:4 N WON WCO MEN W UP CO V UP ,yr E�P, VDN VDrDOUBL p DOUBLE 159 w DN w m rn 54 '� U Z E.O C �z� 0 o Waz MFN MEN O'+UT'1 SINGLE SINGLE W 2N 160 O ON UPTOwc 'DN' \ 2"V V UP TO WC W 7-�pFr Q l 0z UPTOWDO C-- ° _. -,l PTO WCO c) -COFFMAN �-V ON, L-VDN ENGINEERS 1997 Park Lane O HOLMAN RECOVERY FLOOR - SANITARY PLUMBING PLAN Burlington,WA98233 1 SCALE: 1/8"= V-0" ph 360.707.5656 a m W W W.coffman.com w 0 a US � wow W Q�� co �w o TO DOMESTIC TOMAKE-UPAIRUNIT WATER HEATERS (MAU-1,250 MBH) (DHW-1&2,300 MBH) 7 F� 02 c� c� � W M 1-1/2"MPG 1-1:4"MPG 1"MPG 1.MPG GAS SOLENOID VALVE (800 MBH) (680 MBH) (530 MBH) (280 MBH) T k -� �.J WITH EMERGENCY GAS SHUT-OFF � VENTLESS GAS PRESSURE [� r, REGULATOR(TYP) �—, U —GAS METER BY GAS COMPANY.METER E- TO BE SIZED TO PROVIDE 1.100 MBH AT 2PSI.PIPE SIZING BASED UPON A TOTAL TO CHARBROILER TO FRYER TO xi DEVELOPED LENGTH OF 90 LF. (120 MBH) (150 MBH) RANGE/GRIDDLE/OVENS V (280 MBH)IF (1' 1-112"MPG 1"MPG (1,100 MBH) (300 MBH) eyR� r NATURAL GAS DIAGRAM P2.1 SCALE:NTS 0/8/20 1 w I �n Cn •rl .ti U O � L0 I p I U E-F N 712 O •d � U U � U •U co �zcn wa� � owe x � wok z �oE-1 to CD x � COFFMAN ENGINEERS 1997 Park Lane Burlington,WA 98233 U ph 360.707.5656 N Qi rn www.coffman.com r-; 02 ..I FROM AIR VENT&FILL PORT HANDLING UNIT OR WALL AIR CONDITIONER rr^� O DRAIN PAN 2"MINIMUM V L DO M CONNECTION�` a 0 4 HARD TUBING FROM W a o RSINK LAVATORY CONDENSATE DRAIN q Q M 18 GAUGE ROUND SEE NOTE 3GALVANIZED STEEL O M INSULATION(TYPICAL) E-DO O v ADJACENTSINK SEE NOTE 4 TRAP ASSEMBLY -TIE-IN TO 2"SINK VENT w RISER W - ar� AIR GAP FITTING `4 III COUPLING NOTES: CLEANOUT TEE 1. DRAIN LINE SHALL BE INSULATED. --ACCESS COVER ISOLATION VALVE(TYP) 1 114"TAILPIECE 2. DRAIN LINE SIZE SHALL BE EQUIPMENT MANUFACTURER'S L..i MINIMUM DRAIN PAN CONNECTION SIZE BUT NOT LESS BALANCE VALVE(TYP) U THAN 1"DIAMETER. W CHROME PLATED 3. TRAP DEPTH DIMENSION"A"SHALL BE THE MAXIMUM CHECK VALVE 1 1l4"'P'TRAP ESCUTCHEON POSSIBLE NEGATIVE PRESSURE IN THE UNIT AT THE DRAIN OUTLET(IN INCHES W.G.)PLUS ONE INCH.IF"A" U'T'� - FINISHED WALL TIE-IN T02"SINK WASTE RISER THE PRESSURE IS POSITIVE, SHALL BE ONE INCH. a, 4, TRAP DEPTH DIMENSION"B"SHALL BE HALF OF'W' PLUS ONE INCH IF OUTLET IS UNDER NEGATIVE - CLEANOUT PIPE PRESSURE.IF THE PRESSURE IS POSITIVE,"B"SHALL BE THE MAXIMUM POSSIBLE PRESSURE(IN INCHES W.G.) PLUS TWO INCHES. FLOW 9 HEN CONDENSATE DRAIN ON FAN -Ate'"asr 4 WALL CLEANOUT DETAIL 3 INDIRECT DRAIN DETAIL 2 COIL TRAP DETAIL HWC BALANCE VALVE DETAIL P3.1 SCALE:DETAIL P3.1 SCALE:DETAIL P3.1 SCALE:NTS P3.1 SCALE:NTS 10/9/20 I N N I BALL VALVE (TYP) PCW MAIN---- - HANGER ROD HANGER ROD COUNTERSUNK 3 4- W/JAM NUT WI JAM NUT SCREW ADJ.TOP AND .m PPP PRIME TIMErn 24 HOUR TIMER - FRAME ELECTRONIC TRAP CLEVIS HANGER CLEVIS HANGER CLEANOUT COVER FINISHED FLOOR/GRADE PRIMING ASSEMBLY, MANUAL OVERRIDE W/GASKET ►- SURFACE MOUNT120V SWITCH/TEST BUTTON VACUUM BREAKER 2A FUSE ANCHOR FLANGE U SOLENOID VALVE I •, FLOOR DRAIN STRAINER CERAMIC TILE AND SETTING BED WATER SOURCE CQ SLOPE TO DRAIN CONNECTION -- --- PIPE INSULATION- (� .FINISHED FLOOR �.. PIPE INSULATION UPPER HALF OF1.0 -� ]]] ------- CUT TO FIT AROUND plpE ) O •- 2- _ �- WATERPROOF PROTECTION SADDLE - _ O I•-I rl ° MEMBRANE 1/2"PEX TUBING CALIBRATED MANIFOLD OVERLAPPW � C TO P-TRAPS(TYP) WITH 1/2-TUBE GALVANIZED ING SHEET GALVANIZEDNG SHEET CA V H 8- o o D D SLAB CONCRETE FLOOR CONNECTIONS,SEE METAL PROTECTION METAL PROTECTION O 'b y PLANS FOR QUANTITY. SHIELD SHIELD 48--80- HIGH DENSITY ,� V CLAMP PAN TIGHTLY PENETRATONS THROUGHIGHT U .y LEAD AND OAKUM INSULATION INSERT- OR NEOPRENE GASKET INTO DRAIN COLLAR FL00R�yP) PROTECTION LOWER HALF OF +1 ed Q O SADDLE PIPE CIS Fy ,J� rw -DRAIN BODY POURED DOUBLE THICKNESS "Cj b V IN PLACE LJACKET BOTTOM FLOOR IT INSULATION INSERTED FLOW __.__._._.__...,_.-___ __ ._- --___._____—.. IN SADDLE CAVITY LONG SWEEP _ TO FLOOR DRAIN/SINK P-TRAP DETAIL'A' DETAIL'B' BEND HOT PIPE 4"DIAMETER AND LARGER HOT PIPE UNDER 4"DIAMETER SEE PLANS FOR SIZES C- (80"F&HIGHER) COLD PIPE ALL SIZES Z z, z PRIME—TIME ELECTRONIC TRAP 8_ FLOOR DRAIN DETAIL PRIMING ASSEMBLY DETAIL 6 TYPICAL PIPE HANGER — INSULATED PIPE 5 DRAIN CLEANOUT DETAIL ` �'yyyarrx P3.1 SCALE:NTS P3.1 SCALE:NTS P3.1 SCALE:NTS P3.1 SCALE:NTS E'-" O A wO� a�0 �aEF -tz x � -COFFMAN ENGINEERS 1997 Park Lane Burlington,WA 98233cu cu co ph 360.707.5656 N `-4 .L.'' Im www.coffman.com I--i C o w ATMOS ATP,105 - 6"AIR INTAKE o R INTAKE 3/4"140°KITCHEN HOT WATER SUPPLY p� 1"GASSUPPLY 1-1/2" HEAT T Lo RAP 27" 1 12"120°F TO BUILDING HOT WATER SUPPLY ^ ---111— — — DROP -- Q M 3�4" TEMPERATURE CONTROL VALVE "POWERS"HYDROGUARD#MM431 CP-1. r , m FLUE,TO - 314" 1.. SET TO 120°F V E DO C v TO TIME CLOCK pa 3/4"GAS SUPPLY __ ip 12'HWC DIELECTRIC l 12 KITCHEN HWC r, MINSULATING FP;WATERWAY(TYP) A.S.M.E.TEMP-PRESSURE CP-2 RELIEFVALVE BALANCING TO TIME CLOCK HEAT TRAP FO TEMPERATURE VALVE f t &4 HWC FITTINGS SEISMIC RESTRAINT INDICATOR(TYR) 3/4"BUILDING HWC GAS COCK F SIZE C- I TO I I U FLOLO OR.,2�'.1 DIRT LEG SET TO VENT CONDENSATE 140T SHUTC .A.-VE(TYPICAL) - 2-12"COLD WATER SUPPLY w NEUTRALIZING TUBE"JM xi SERIES" ORH0.S E RAIN OR E BIBS ai W/CAP EXPANSION TANK PVC PIPE TO DRAIN(TYP) AIR GAP �a SL.ERM. CX-TROL FLOOR DRAIN 6"MINIMUM HOUSEKEEPING PAD NOTE:INSTALL ALL SENSORS AND DEVICES FURNISHED BY MANUFACTURE. B�NCs Cwi Qo J GAS WATER HEATER PIPING DETAIL P3.2 SCALE:NTS 10/8/20 u� U O CQ cQ O W fYl o U E-I CQ O .. d b v k wA� W Z �4E- O waz CDwe a wok �o 1�4z � d ®COFFMAN ENGINEERS 1997 Park Lane 0 Burlington,WA 98233 ph 360.707.5656 N a m www.coffman.com 208'-0' 6' 6' JEl � TYP. 6' J 6. L 25'-W 46'-0' Jamot Engineering,Inc. P.O.Box 704 n _ _ Monroe,WA 98272 Ph.(360)863,1831 STHDI4 32 32 S4 O STHDI4 STHDI4 STHDI4 STHDI4 II � � I a OII � I g4 m 48 0 II 0 4'CONIC SLAB W/ I v 48 S4 6x6 WI.4xW.IA W.WM. LSTHDB I OVER 2'SAND OVER I I REVISION BY 6 MIL VAPOR BARRIER OVER 4'COMPACTED 9 ———— — —— I i ( FREE DRAINING ROCK IF O ( OPTIONAL -(TYP) I LSTHDB Q g4 O F3.5 I F3.5 __ -- r r O fTYP. L------ --- ----- - - L'J a L L — — — ---------------- LSTHDB 48 I i l i m 6' F+ti I 4'CONC SLAB W/ ( r g4 6x6 W1.44J.1.4 W.W11. `4'CONIC SLAB W/ I ( L 29 OVER 2'SAND OVER m m 6x6 WIA WJA W.W.M. I 4g 9. I 6 MIL VAPOR BARRIER OVER 2'SAND OVER I O .9 z OVER 4'COMPACTED 6 MIL VAPOR BARRIER 2r-+ THDB I FREE DRAINING ROCK OVER 4'COMPACTED OPTIONAL -(TYP) FREE DRAINING ROCK 54 OPTIONAL -(TYP) I i U J r�S 6' 9' S4 0 I I F4.5 F4.5 54 L——— r r- _F3.0 a ---- O L LSTHDB L L—JIIJ _I -----------_ 48 r-�—-------L THDB J I ---- --- --- Oil L 4'CONC SLAB W/ sad SPREAD FOOTING SCHEDULE F0-1 0 6x6 WI.4'SAN OVER I I MARK DIMENSIONS REINFORCEMENT ITi OVER 2'SAND OVER - 54 V S4 6 MIL VAPOR BARRIER I 'a F3 -0'x 3'-0'x 12'DP (3)"4 EW OVER 4'COMPACTED I .0 3' FREE DRAINING ROCK F3.5 3'-6 x x P' V-W 12'D (4)"4 EW I I `./ OPTIONAL -(TYP) I I O I I g4 F45 4'-6'x 4'-6'x 12'DP (5)"4 EW g4 y ------------ - -- --- --� 48 4B Z Z O"L——————— ———————— TYP. 4'CONC SLAB W/ O 6x6 WI.4xW.IA W.WM. CITY OF ARLINGTON OVER 2'SAND OVER 6 MIL VAPOR BARRIER I BUILDING DEPARTMENT OVER 4'COMPACTED APPROVED Q v Q FREE DRAINING ROCK �/�� OPTIONAL -(TYP) i I DATE_41ZW 'BY_.l NO CHANGES AUTHORIMD UNLESS APPROVED BY THE l i l BUILDING INSPECTOR O OFFICE COPY .Re�S IL U LEGEND/NOTES: NOTE: NOV 04 2020 g4 CONTRACTOR SHALL VERIFY ALL �7.� O 5/8'DIA.ANCHOR BOLT SPACING(IN) I I DIMENSIONS WITH THOSE ON THE D ✓JJv DRAWN: JDR FOOTING DETAILS ON BHT 5-4 L-_— — J ARCHITECTURAL PLANS. CHECKED: FF5r DATE: 06/30/20 SCALE: 1/F'-IFr JOB NO. 1942400 SHEET a (\11 9 1 S4 r V 1 TYP. 0 208'-0' N O OF 4 SHEETS 0 o JEl Jarnot Engineering,Inc. P.O.Box 704 Monroe,WA 98272 Ph.(360)863.1831 STHDI4 STHDI4 3B 5THDI4 3g 3B STHDI4 3g STHDI4 EIF Y 2 IB 54 IA S4 IB LSTHDB. REVISION BY FIAJ Iq LSTHDB IA IA IA IA IA IA IB LSTHDB IB LSTHDB ❑ H LSTHDB W FIA IA L5THD8 LSTHDB U S4 rT, IB L5THD8 f-J r IA ~7 O la ==jF,-zl al 54 e EE rT El Ia JL— Q � w Z Z Z IA la DRAWN: JDR CHECKED: DATE: 06/30/20 LEGENDI- I NOTES: A a SCALE: 1/8^=1FT SHEARWALL TYPE PER SCHEDULE ON SHT.5-8 IA IA NOTE: JOB NO. 19-12-100 REFER TO SHEET 6-3 FOR ALL HEADERS AND STUD POSTS - CONTRACTO IM R SHALL VERIFY ALL SHEET (\1 ❑ ❑ DENSIONS WITH TI- ON T�I W �y V^ ARO *EC PANS.AN5, LTURAL o N O OF 4 SHEETS - -_DE-CORATIVE T SS PER ARCHITECT -- JEl I , Jarnot Engineering,Inc. P.O.Box 704 Monroe,WA 98272 Ph.(360)863-1831 3-IRX9-I/7 PSL I r I I , 5:12 PRE-ENGTI RUSSES m 24'oc 2.2x6 TRIM 2.2x6 TRIM 1 ! I �3-I/2X84,n,.L 3-/2X9-1/2 PSL REVISION BY I 9.2X6 �TO PLATE 1 5-2X6_7 HTS20 GT -. _ 'D TO PLATE -5y .12 E D I RIDER TRUSS HT820 47 r TO PLATE -�r---- ,� m PARALLEL GH'D yy ARALLEL CH' yy T - ----_ -- z sm 0 --- m U I Pry IC � us HTSZO GT. HTS2-GT I HT82-GT I \ Tx 1 D � TO PLATE TO PLATE TO PLA�9� Ui L— -PLY 5:12 EN�'D GI ER TRUSS T•2x // NG' GIRD ___.I HT82-GT I� - —- - �TO PLATE 1 7 .__..-_-.-- -' -- - S.12 •ENG�D D STRUT 2-2x6 �2xlll HTS20 GT I HT8Z0 GT TO PLATE TO PLATE 4-2x6 —- - —- - I' 4-2x6 HTS20 GT TO PLATE 3J2 PRE-E GD TRUSS •24'00 1 1 I I f I l O 5:12 PRE- TRUSSES•24'oc A35 16'oc-TOP PL TO I I A35•19,'oc-TOP PL TO BOTTOM CHORD OF TRUSS BOTTOM CHORD OF TRUSS r1-� OR2x NAILER W 16d OR 2x NAILER W/Ibd s 6' I '-- "--- oc TO BOTTOM CHORD OF oc TO BOTTOM CHORD OF -_ -�r TRUSS 1 TOP PL'm.ADD TRUSS 4 TOP PL'm.ADD ll - TRUSS AS NECESSARY. 1 TRUSS AS NECESSARY. a NOTE: DOOR AND WINDOW HEADERS O —�-- -- - ..- -- -- ---- �-- -- �_ -,,,'� SHALL BE 4XS DF2 UNO. - - - - - - 2X6 G R-DKTYs - -- 5:12 PRE- 'D S a 24'oe 1-•-1 - CCRATIVE T SS PER RCNI NOTE: W O L TOP PLATES SHALL BE 2X6 DF2 F✓� r ! THROUGHOUT. ! REFER TO ARCHITECT PLANE FOR 1 I TYPICAL WALL/ROOF SECTION. 1 TRUSS PACKAGE DESIGN SHALL BE DRAWN: JDR 1 PROVIDED TO THE ENGINEER FOR REVIEW CHECKED: Ll j PRIOR TO TRUSS FABRICATION. DATE: 06/30/20 I ' SCALE: V8"-1Fr LEGEND/NOTES: Zi— I- I NOTE: JOB NO. 1942L100 2X6 R.DKN-G I CONTRACTOR SHALL VERIFY ALL SHEET ALL POSTS AT GIRDER TRUSSES SHALL BE 3-2X6 UN.O. - - - - DIMENSIONS WITH THOSE ON THE �� ALL HEADERS TO BE 4x8 DF2,UN.O. ARCHITECTURAL PLANS. CORATIVE 1RU PER ARCNIT O L., 4 SHEETS u DIAPHRAGM AND SHEARUJALL SCHEDULE STRUCTURAL NOTES HEM-FIR FRAMING 2x6 STUD WALL -16'0 DESIGN CRITERIA JEI 2x6 PT SILL PLATE OVER 8 MIL . I IBC VIBQUENE w/5/8'x 10'AB PER 205 PLAN.1'MIN EMBED w/ ULTIMATE WIND SPEED 110 MPH,EXPOSURE B TYPE SHEATHING STUD EDGE FIELD PLATE BLOCK 3x STUDS AT A35/LPT4 CAPACITY SEISMIC DESIGN CATEGORY D,SITE CLASS D Jarnot Engineering,Inc. (4) SPACING NAILING NAILING NAILING EDGES PANEL EDGES SPACING PLF 3'x3'x0.229'WASHERS MIN 2 EA 4'CONCRETE 6.013. . FLOOR LIVE LOAD•40 PSF P.O.Box 704 D A MIN FRO2'EA END M ENDS t Ix BOLT 8 MIL VIBQUENE Monroe WA 98272 ROOF SNOW LOAD•25 F'9F 1/2,EDGE FORM GENERAL Ph.(360)863.1831 OF 1/16' APA Sol m 6" 8d ID 12' N/A NO N/A 145/205 FOR PLATE FINISHED GRAD I. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING PRIOR TO WALL IA 1/16' APA I6'oc 8d 6" 8d ® 12" Ibd m 6' 'YES l ) 48"O.C. 230(SEISMIC) z OOMPLEnoN of ALL$tRUGTURAL ELEMENTS. WA B �/16' APA 16'oc 8d a 6" 8d a I2" 16d o 5" YES ) 32'Of. 32m(WIND) a� A 3 /I6' APA 16'oc 8 ® 3' 8d 6 12' Ibd ®2.5 YES 2"O.C. 6 5(WIN ) DRAIN ROCK X 2. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS,ELEVATIONS AND DIMENSIONS BEFORE COMMENCING WORK.THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY UPON DISCOVERY OF ANY DISCREPENCIES. NOTES DOWNSPOUT TIGHTL INE \ CONCRETE I. NAILS SHALL BE COMMON OR HOT DIPPED GALVANIZED BOX.STAGGER NAILING AT PLYWOOD JOINTS AND SILL PLATES. 4'MIN GRAVEL FILL � L Yc•2500 P81 AT 28-DAYS,5 SACKS OF CEMENT PER YARD MINIMUM,5'MAXIMUM 2, ANCHOR BOLTS SHALL BE 5/8'DIAMETER AT 9PACING6 MARKED ON FOUNDATION PLAN MARKED A6 THUS: O SLUMP. 3. PLACE ANCHOR BOLTS WITHIN 12'OF END BUT NOT LESS THAN T BOLT DIAMETERS.USE 3'x3'x229'GALVANIZED PLATE WASHER FOOTING DRAIN 2. REINFORCING STEEL ASTM A-61I BARB SHALL BE GRADE 40 MINIMUM,S BARS SHALL 4. 3/8'OR 15/32'APA RATED SHEATHING MAY BE SUBSTITUTED FOR 7/16'SHEATHING FOR WALLS ONLY. R-10 RIGID INSULATION BE GRADE 60.DETAIL,FABRICATE AND PLACE IN ACCORDANCE WITH THE LATEST \' EDITION OF A.C.I.'MANUAL OF STANDARD PRACTICE'. 5. HOEDOW IB NS REQUIRE DOUBLE STUD UAN. •4 m 'o.c.HORIZ 6. ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE BE LESS THAN A 3x MEMBER I TOP t 1 SOT OF WALL 3. CONCRETE COVER ON REINFORCING STEEL.(CLEAR DIMENSIONS) OR DEL 2x NAILED TOGETHER W/10d TO MATCH EDGE NAIL SPACING. FOUNDATION SILL PLATES SHALL NOT BE LESS THAN "4 m 24'oz.VERT FORMED SURFACES EXPOSED TO EARTH OR WEATHER•2' g, CAST AGAINST 901E•3• REVISION BY A SINGLE 3x PLATE WHERE NOTED ON FOUNDATION PLAN. PLYWOOD JOINT AND SILL PLATE NAILING SHALL STAGGERED. NOTE: I'-6' (2)"4 CONT 4. LAP ALL FIELD SPLICES 32 BAR DIAMETERS,II MINIMUM,UNLESS OTHERWISE NOTED. REFER TO ARCHITECT PLANS FOR PROVIDE CORNER BARS AT ALL CORNERS OR WALL INTERSECTIONS. TYPICAL FOOTING SECTION. 5. PROVIDE•4 BARS IN FOUNDATION WALL$AT IB'oz.HORIZONTAL AND VERTICAL UNLESS OTHERWISE NOTED.PLACE THE TOP HORIZONTAL BAR ABOVE THE HOOK OF THE TYP FOOTING @ EXTERIOR WALL ANCHOR BOLTS.WHERE FOUNDATION VENTS INTERRUPT THE TOP BAR,ADD(1)"4 UNDER --------. ---- THE VENT WITH 24'LAP EACH SIDE. S4 SCALE:NO SCALE 6, REINFORCE AROUND WALL AND SLAB OPENINGS WITH ONE EXTRA-5 x 4'-0'LONG DIAGONAL BAR AT EACH COWER. 1. 5/8'DIAMETER ANCHOR BOLTS PER PLAN,48'or..MAXIMUM SPACING WITH 1' ROOF SHEATHING EMBEDMENT,UNLESS OTHERWISE NOTED. ROOF SHEATHING ad m 6'oc U.O.N. S. ALL REINFORCING BARB,ANCHOR BOLTS,HONDOUNB AND OTHER CONCRETE INSERTS 8d m 6'oc U.O.N. SHALL BE SECURED IN POSITION PRIOR TO PLACING CONCRETE. SHEATH WALL WITH S. EPDXY ADHESIVE SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.DUST AND VENT BLOCKS $HEARWALL TYPE PER PLAN DEBRIS SHALL BE REMOVED FROM HOLES DRILLED IN CONCRETE.HOEDOWN ANCHORS BLOCK AND EDGE NAIL SHALL NOT BE TIGHTENED UNTIL EPDXY HAS CURED. r*, GABLE WINDOW HEADER 2 STUD BAYS MIN F+1 WOOD SIMPSON H-I ENO TRUSS (4)SIMPSON m 24'oc ECG NAILING PER LSTA 24 STRAPS I. ALL SOLID LUMBER TO BE DOUG-FIR NO.2 OR BETTER UNLESS OTHERWISE NOTED. $HEARWALL SCHEDULE LUMBER IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE W TREATED. / A35 m 32'oc 2. PROVIDE CUT WASHER$FOR ALL BOLTS BEARING ON WOOD. >-. 16d IN m 12'oc 3. ALL NAILS SHALL BE COMMON WIRE NAILS,UNLESS EXPOSED TO THE WEATHER,THEN USE WINDOW BOX NAILS HOT DIPPED GALVANIZED. EDGE NAILING EDGE NAILING 4. NAILING MINIMUM SHALL COMPLY WITH IBC TABLE 2304.9.1 UNLESS OTHERWISE NOTED.PER 9HEARWALL S. METAL CONNECTORS PER SIMPSON STRONG-TIE COMPANY,INC.INSTALL PER O SCHEDULE MANUFACTURER'S RECOMMENDATIONS AND AS NOTED ON PLANS. / ANCHOR BOLTS PER PLAN SHEARWALL rT1�J PER PLAN 6. GLU-LAMINATED LUMBER SHALL BE 24.F-V4(OR V3)FOR SINGLE$PAN SEAMS.L__L___�lfl I� F-+� MULTI-SPAN BEAMS SHALL SE 24F-VS,UNLESS OTHERWISE NOTED. ,,,/ GABLE END NOTE:USE ADDITIONAL STRAP(S)IF HEADER 1. MANUFACTURED FLOOR SYSTEMS SHALL BE INSTALLED PER THE MANUFACTURER'S OR SILL PLATE 18 DISCONTINUOUS STANDARDS AND DETAILS. DUE TO MULTIPLE WINDOWS 8. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETARDANT TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR SHEAR TRANSFER DETAIL COPPER EXCEPTION:1/2'DIAMETER OR GREATER STEEL BOLTS. 2 REINFORCED OPENING solLs AND FOUNDATION 0 S4 NTS I. FOUNDATION AND WALL AREAS$HALL HAVE ALL EXISTING UNSUITABLE FILL MATERIALS x r REMOVED AND BE EXCAVATED DOWN TO SUITABLE UNDISTURBED NATIVE SOILS. ` r 2. FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOIL OR PROPERLY COMPACTED ( W STRUCTURAL FILL.ASSUMED BEARING CAPACITY 1500 PSF. {-1 4'-O'MIN SPLICE "MST21 NAILED TO MFG*SPEC. E•-4 W MAY BE SUBSTITUTED. CENTER AT SPLICE f-LI QQ,,11, O 3/4'CHAMFER ALL EXPOSED "(16)11 NAILS,STAG7 16d NAILS PER IBC MIN. TICAL AND HORIZONTAL CONCRETE COWERS TYP VER . POST PER ARCHITECT B •12 DBL TOP PLATE 9HEARWALL 'PER ARCHITECT 2x6 PT SILL PLATE w/5/8'x SHEARWALL PER PLAN PER PLAN BOLT DIAMETER PER PLAN I/2'X6'XI5'KNIFE PLATE HOT r \STU O �l 101AS PER PLAN.1'MIN EMBED 3x3x0229'PLATE WASHER. DIPPED GALVANIZED AN IZED DS PER w/3 3'x0 L 'x229'WASHERS MIN 2 EA U PL PC t w/IN 12'EA END t 1x SOLT CONIC.8.0.3. 12XI2X}'STEEL BASE _ V OIA MIN FROM ENDS �- BOLTS,DIA G'BNKH� o PLATE HOT DIPPED W WMUT<W9HR TYP. GALVANIZED -L`+ Z TOP PLATE SPLICE Z p3 (9)•4 HOOK BARB 1-3/4'MIN EDGE N.T,S n/ DISTANCE DRILL t EPDXY W/BIMP60N Q FINISHED -3 HOOPS m 12'oc F+1 m GRADE A A _ 3'oo AT TOP rL OF�llfll_ICE SET-XP(ICC-E8 ESR-2508) 1UU� 2-5/8'DIAMETER OR USE TITEN ANCHOR. 4'MIN. W- ANCHOR-BOLTS L_ _._______- SIMPSON MST21 NAILED ON TOP TO EMBED. SIZE t SPACING PER MFG'$SPEC$WHERE TOP PLATE IS NOT PLAN. 12'OP FTG -CONTINUOUS OVER HEADER I6'TYP. C2I"4 CONT = £ C4)04 EN) (OPTION: INSTALL ON SIDE CF HEADER) 3'CUR • ;a SECTION A-A HEADER DBL OP PLATE DRAWN: JDR 4-•4 EAU HEADER DATE: 06/30/20 TRIM '9 SCALE: 1/8"-lFT STUDS JOB NO. 19-12-100 4 TYPICAL PILASTER AT ENTRANCES �STUDS PER 3 THICKENED SLAB FTG TYP./RETROFIT ANCHORBOLTS PLAN � SHEET NTS S4 NTS S4 TOP PLATE/HEADER CONN. S4 N.T.S g OF 4 SHEETS NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY 0 APPROVED PERMIT#: `® AM `PM-% DATE: 2 JOB ADDRESS: L L{1 5 5K er-rKt-vn LOT#: PROJECT: TYPE OF INSPECTION: 1 Vj A L OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE 4 O PLANNING ClCIVIL 0 BUILDING CITY OF ARLINGTON ( j NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: �'AM ❑ PM DATE: JOB ADDRESS: LOT#: PROJECT- TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE / 0 PLANNING 0 CIVIL 0 BUILDING CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL p CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: ❑ AM ❑ PM DATE: JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE O PLANNING 0 CIVIL 0 BUILDING CITY OF ARLINGTON J NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: 0--AM Cl PM (DATE: JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOV.EARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 i INSPECTOR DATE" / ❑PLANNING ❑ CIVIL D BUILDING CITY OF ARLINGTON �c S 000.0 xo w ra o o x r a Z ` J O 0-3 zdo � LA y z �Aou a C7 o y y w �, Gd z o o o Y rt r C[S'1 •� � C� Z n p' O ~ l7 p "'•o z ooa n C y O r Un CrJ N N y Z O 9 O n J N CD r O CD t o x CA z r G a ui m z z w n cZ m w o `C -3 ti 01% � � o O ti r I .y 1 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360403-3551 BUILDING PERMIT Permit#:3356 16415 Smokey Point Blvd PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#:31052800201500 Valuation: 1421600.00 OWNER APPLICANT CONTRACTOR ROB LLC Grandview North,LLC GRANDVIEW NORTH LLC 220 146TH PLACE SE PO Box 159 PO BOX 159 MILL CREEK,WA 98012 Arlington,WA 98223 ARLINGTON,WA 98223 360-435-717 360-435-7171 L1C:GRANDNL013KP EXP:07/02/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION _ PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 1 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: 1-1 BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. " Jk=?� if Signature Print Name Date Released By Date CONDITIONS ADHERE TO APPROVED PLANS.APPROVED PLANS TO BE ONSITE FOR CONSTRUCTION AND INSPECTIONS. CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED,THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/03/2020 Building Permit Fee $10,771.32 12/03/2020 Traffic Mitigation-City $26,840.00 12103/2020 Processing/Technology Fee $25.00 12/0312020 State Surcharge-Commercial $25.00 12103/2020 Building Plan Review Fee $7,001.36 Total Due: $44,662.68 Total Payment: $0.00 Balance Due: $44,662.68 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for lire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon " CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3356 16415 Smokey Point Blvd PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 31052800201500 Valuation: 1421600.00 OWNER APPLICANT CONTRACTOR RGB LLC Grandview North,LLC GRANDVIEW NORTH LLC 220 146TH PLACE SE PO Box 159 PO BOX 159 MILL CREEK,WA 98012 Arlington,WA 98223 ARLINGTON,WA 98223 360-435-717 360-435-7171 LIC:GRANDNLO13KP EXP:07/02/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 1 CONST. TYPE: VB DWELLING UNITS: OCC GROUP: I-1 BUILDINGS: I OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By Date CONDITIONS ADHERE TO APPROVED PLANS. . ROVED PLANS TO BE ONSITE FOR COIF :UCTION AND INSPECTIONS. CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/03/2020 Building Permit Fee $10,771.32 12/03/2020 Traffic Mitigation-City $26,840.00 12/03/2020 Processing/Technology Fee $25.00 12/03/2020 State Surcharge-Commercial $25.00 12/03/2020 Building Plan Review Fee $7,001.36 Total Due: $44,662.68 Total Payment: $0.00 Balance Due: $44,662.68 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon l Permit#: 3356 Permit Date: 07/31/20 Project Name: Holman Recovery Center Company/Applicant Name: Grandview North, LLC Company/Applicant Address: PO Box 159 City, State, Zip: Arlington, WA 98223 Contact: Debbie Whitis Phone: 360-435-717 Email: debbie@grandviewinc.net Permit Type: Commercial New Valuation: 1421600.00 Square Feet: 14216 Number of Stories: 1 Type of Construction: VB Occupancy Type: I-1; Institutional Scope of Work: New rehabilitation center MIC/Opportunity Zone: Permit Issued: Permit Expires: 01/27/2021 DNU: Status: PENDING PAYMENT Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 910 31052800201500 16415 Smokey Point Blvd RGB LLC UNDEVELOPED (VACANT)LAND Contractors Contractor Primary Contact Phone Address Contractor Type License License# GRANDVIEW NORTH SCOTT 360-435-7171 PO BOX 159 APPLICANT Labor& GRANDNLO13KP LLC WAMMACK Industries Plan Reviews Date Review Type Description Assigned To Review Status 07/31/2020 Commercial Building Building Approved Fees Fee Description Notes Amount Building Pcrmit Fee Table 4-1 $10,771.32 Traffic Mitigation-City Single Family $26,840.00 Processing/Technology Fee $25.00 State Surcharge-Commercial Commercial Only $25.00 Building Plan Review Fee Table 4-2 $7,001.36 Total $44,662.68 Notes Date Note Created By: 11/02/2020 Received a revised submittal on 10/23/2020 but only received one set.Gmailed Debbie for Kristin Foster second set. 07/31/2020 Are the units considered dwelling units for the sake of the State Surcharge? Kristin Foster Uploaded Files Date File Name 07/31/2020 7(172497-Recovery Center Architectual Holman Recovery Center a-plied.pdf 07/31/2020 7072496-Recovery Center Applicatigmg f 07/31/2020 7072495-Recovery Center Structural Plan-JGI Permit Set 7-1-20.pd 07/31/2020 7072494-Recovery Center Commercial Application Packet I MBnfiDhnLtgTGIl.p_df Permit#: 3356 Permit Date: 07/31/20 Project Name: Holman Recovery Center Site Address: 16415 Smokey Point Blvd. Company/Applicant Name: Grandview North, LLC Company/Applicant Address: PO Box 159 City, State, Zip: Arlington, WA 98223 Contact: Debbie Whitis Phone: 360-435-717 Email: debbie@grandviewinc.net Permit Type: Commercial New Valuation: 1421600.00 Square Feet: 14216 Number of Stories: 1 Type of Construction: VB Occupancy Type:=g-1:Residential Scope of Work: New rehabilitation center MIC/Opportunity Zone: Permit Issued: Permit Expires: 01/27/2021 DNU: Status: 1N PROCESS Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052800201500 UNKNOWN UNKNOWN RGB LLC 910 Undeveloped (Vacant) Land Contractors Contractor Primary Contact Phone Address Contractor Type License License# GRANDVIEW NORTH SCOTT 360-435-7171 PO BOX 159 APPLICANT Labor& GRANDNLO13KP LLC WAMMACK Industries Plan Reviews Date Review Type Description Assigned To Review Status 07/31/2020 Commercial Building Building In Review Fees Fee Description Notes Amount Building Permit Fee Table 4-1 $10.771.32 Traffic Mitigation-City Single Family $26,940.00 Processing/Technology Fee $25.00 State Surcharge-Commercial Commercial Only $25.00 Building Plan Review Fee Table 4-2 $7.001.36 Total $44,662.68 Notes Date Note Created By: 07/31/2020 Are the units considered dwelling units for the sake of the State Surcharge? Kristin Foster Uploaded Files Date File Name 073112020 7072497-Recovery Center Architectual Holman Recovery Center applicd.pdf 07/31/2020 7072496-Recovery enter Application.pd- 07/31/2020 7072495-Recovery Center Structural Plan-JEl Pemlit Set 7-1-20.pdf 07/31/2020 7072494-Recovery Center Commercial Application Packet I MBp6QJmLtgMILa f . . l 1 i �: 1 1 Some L&I regional offices are now open on a limited basis by appointment only,for services that cannot be provided over the phone or online. Masks are required for in-person appointments. Call the office near y2u (httQl&t.wa gov agency/contact/#office-location-., for assistance,or call 360-902-5800 from 8 a.m.to 5 p.m. weekdays (except state holidays). Waton�aie UryaMd�f Laborshing &S Indusntries(httpsJ/ini.wa.gov). GRANDVIEW NORTH LLC Owner or tradesperson PO BOX 159 Principals ARLINGTON,WA 98223-0159 WAMMACK,SCOTT T,PARTNER/MEMBER SN 4OHOMIS 1 MISH County Doing business as GRANDVIEW NORTH LLC WA UBI No. Business type 601 858 917 Limited Liability Company License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no, GRANDNLO13KP Effective—expiration 05/1711999—07/02/2022 Bond No bond accounts during the previous 6 year period. Insurance Peleus Insurance Company $1,000,000.00 Policy no 103 GL 0022768-01 Received by L&I Effective date 02110/2020 03/21/2019 Expiration date 03/21/2021 Insurance history Savings (in lieu of bond) $12,000.00 Received by L&I Effective date 06103/2010 05127/2010 Release date Impaired date N/A N/A Savings account ID 1580011203 Lawsuits against the bond or savings . .-................................_... No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. i Certifications & Endorsen is OMWBE Certifications No active'certticatlo6s exist for this business. Apprentice Training Agent No active Washington registered apprentices exist for this business.Washington allows the use of apprentices registered with Oregon or Montana.Contact the Oregon Bureau of Labor&Industries or Montana Department of Labor &Industry to verify if this business has apprentices. Workers' Comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is closed. 888,215-08 Doing business as GRANDVIEW NORTH LLC Estimated workers reported N/A L&1 account contact T4 I TERRI MADISON(360)902-4654-Email:KIRT235@lni.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training—Effective July.1,2019 Needs to complete training. Contractor_Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace Safety & Health Check for any past safety and health violations found on jobsites this business was responsible for. No inspections during the previous 6 year period. f � � `� 1 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington- 18204 59th Ave NE- Arlington,WA 98223- Phone(360) 403-3551 The following minimum Information Is required for your Commercial/Multi-Family Building Permit Application.Mark each box to designate that the Information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. ❑ One (1) City of Arlington Commercial/Multi-Family Permit Application (One (1) permit application per building or structure is required) One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Two (2) Architectural Drawings Two (2) Structural Drawings Two (2) Structural Calculations ❑ One (1) Project Specification Manuals(if applicable) One (1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms ❑ One(1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS An Intake appointment Is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by email to ced@arlingtonwa.gov. I acknowledge that all Items designated above are Included as part of this application. REV 11/2019 Page 1 of 9 i CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT Permit#:3365 16415 Smakey Point Blvd PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 31052800201500 Valuation: 108000.00 OWNER APPLICANT CONTRACTOR RGB LLC Grandview North,LLC GRANDViEW NORTH LLC 220 146TH PLACE SE PO Box 159 PO BOX 159 MILL CREEK,WA 98012 Arlington,WA 98223 ARLINGTON,WA 98223 360-435-717 360-435-7171 LIC:GRANDNL013KP EXP:07/02/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP-. _ JOB DESCRIPTION PERMIT TYPE: Commercial Mechanical CODE YEAR: 2015 STORIES: 1 CONST.TYPE: VB DWELLING UNITS,- OCC GROUP: I-1 BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110, DES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington 43101. VAC 1(!''�'U� ►1ti�L ` } 1-7 r���' Signature Print Name Date Released By CONDITIONS ADHERE TO APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTIONS.CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERNIIT FEES Date Description Fee Amount 1210312020 Air Cond.Unit $40.00 12/03/2020 Commercial Hoods $25.00 12/0312020 Ductwork/Dryer Duct $45.00 12/0312020 ExhaustNentsNent Fans $300.00 1210312020 Gas Piping/Units $15.00 12103/2020 Range/Cooktop Gas Fired $15.00 12/03/2020 Refrlgeratlon Units $15.00 12/0312020 Water Heater-LPG $50.00 12/0312020 Mechanical Base $25.00 1210312020 PromsinglTechnology Fee $25.00 12/03/2020 Mechanical Commercial Plan Review $1,017.26 Total Due: $1,572.26 Total Payment: $0.00 Balance Due: $1,572.26 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3365 16415 Smokey Point Blvd PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 31052800201500 Valuation: 108000.00 OWNER APPLICANT CONTRACTOR RGB LLC Grandview North,LLC GRANDVIEW NORTH LLC 220 146TH PLACE SE PO Box 159 PO BOX 159 MILL CREEK,WA 98012 Arlington,WA 98223 ARLINGTON,WA 98223 360-435-717 360-435-7171 LIC:GRANDNL013KP EXP:07/02/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Mechanical CODE YEAR: 2015 STORIES: 1 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: 1-1 BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By D fi,to CONDITIONS ADHERE TO APPROVED PLA. APPROVED JOB COPY SHALL BE ONSI'I L.OR CONSTRUCTION AND INSPECTIONS. CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/03/2020 Air Cond.Unit $40.00 12/03/2020 Commercial Hoods $25.00 12/03/2020 Ductwork/Dryer Duct $45.00 12/03/2020 Exhaust/VentsNent Fans $300.00 12/03/2020 Gas Piping/Units $15.00 12/03/2020 Range/Cooktop Gas Fired $15.00 12/03/2020 Refrigeration Units $15.00 12/03/2020 Water Heater-LPG $50.00 12/03/2020 Mechanical Base $25.00 12/03/2020 Processing/Technology Fee $25.00 12/03/2020 Mechanical Commercial Plan Review $1,017.26 Total Due: $1,572.26 Total Payment: $0.00 Balance Due: $1,572.26 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit#: 3365 Permit Date: 08/06/20 Project Name: Holman Recovery Center Site Address: 16415 Smokey Point Blvd. Company/Applicant Name: Grandview North, LLC Company/Applicant Address: PO Box 159 City, State, Zip: Arlington, WA 98223 Contact: Debbie Whitis Phone: 360-435-717 Email: debbie@grandviewinc.net Permit Type: Commercial Mechanical Valuation: 1421600.00 Square Feet: 14216 Number of Stories: 1 Type of Construction: VB Occupancy Type: Scope of Work: New rehabilitation center MIC/Opportunity Zone: Permit Issued: Permit Expires: 01/27/2021 DNU: Status: 1N PROCESS Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052800201500 UNKNOWN UNKNOWN RGB LLC 910 Undeveloped (Vacant) Land Contractors Contractor Primary Contact Phone Address Contractor Type License License# GRANDVIEW NORTH SCOTT 360-435-7171 PO BOX 159 APPLICANT Labor& GRANDNLO13KP LLC WAMMACK Industries Plan Reviews Date Review Type Description Assigned To Review Status 08/06/2020 Commercial Mechanical Building In Review Fees 1 � Fee: Description Notes Amount 'Air Cond.Unit Btu/h< 100>; $40.00 Btu/hp>500 Commercial Hoods Type I/11 $25.00 Ductwork/Dryer Duct $45,00 Exhaust/VentsNent Fans $300.00 Gas Piping/Units fee per units $15.00 Range/Cooktop Gas Fired $15.00 Refrigeration Units fee per Btu $15.00 Water Heater-LPG Gas Fired $50.00 Mechanical Base Permit Fee $25.00 Processing/Technology Fee $25.00 Mechanical Commercial Plan Review Table 4-8;65%permit fee $0.00 Total S555.00 Notes Date Note C=awc By: 08/06/2020 Emailed Debbie for the valuation. Kristin Foster Uploaded Files Date File Name 08/06/2020 7120112-3365 Application.pdf 08/06/2020 7120111-3365 Washington Nonresidential Energy Code Forms.pdf 08/06/2020 7120110-3365 WSF.0 2-10-20.xlsnt.pdf 08/06/2020 7120109-3365 Plans.p f . I . I ��: ;ti Some L&I regional offices are now open on a limited basis by appointment only,for services that cannot be provided over the phone or online. Masks are required for in-person appointments. Call the office near you .(httQs:/1Ini.wa.gov/agenc /contact/#office-locations).for assistance, or call 360-902-5800 from 8 a.m.to 5 p.m. weekdays (except state holidays). 1YashingWn Slale IXpal v+le Labor&Industries(hops://Ini.wa.gov). GRANDVIEW NORTH LLC Owner or tradesperson PO BOX 159 Principals ARLINGTON,WA 98223-0159 360-435-7171 WAMMACK,SCOTT T,PARTNER/MEMBER SNOHNOHOMISHISH County Doing business as GRANDVIEW NORTH LLC WA UBI No Business type 601 858 917 Limited Liability Company License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. GRANDNLO13KP Effective—expiration 05/17/1999—07/02/2022 Bond No bond accounts during the previous 6 year period. Insurance Peleus Insurance Company $1,000,000.00 Policy no 103 GL 0022768-01 Received by L&I Effective date 02/10/2020 03/21/2019 Expiration date 03/21/2021 Insurance history Savings ..................... (in lieu of bond) $12,000.00 Received by L&I Effective date 06/03/2010 05/27/2010 Release date Impaired date N/A N/A Savings account ID 1580011203 Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. " ° ' ` " " ~ U ` ~ J - Certifications & Endorsen Its OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent No active Washington registered apprentices exist for this business.Washington allows the use of apprentices registered with Oregon or Montana.Contact the Oregon Bureau of Labor&Industries or Montana Department of Labor &Industry to verify if this business has apprentices. Workers' Comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is closed. 888,215-08 Doing business as GRANDVIEW NORTH LLC Estimated workers reported NIA L&I account contact T4/TERRI MADISON(360)902-4654-Email:KIRT235@lni.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training—Effective July 1,2019 Needs to complete training. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace Safety & Health Check for any past safety and health violations found on jobsites this business was responsible for, No inspections during the previous 6 year period. J � � 1 J a. COMMERCIAL MECHANICAL APPLICATION Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone (360)403-3551 This application is for new, addition,altered or replaced mechanical installation and new or altered gas piping and roust be accompanied by ELETRONIC FILES and TWO (2) SETS OF CONSTRUCTION DRAWINGS and CUT SHEETS and/or information outlined in the MECHANICAL SUBMITTAL REQUIREMENTS,if applicable. Type of Permit: C3 New Installation ❑ Addition ❑ Alteration ❑ Replaced ❑ Gas Piping Property Address: 16415 Smokey Point Blvd Project Valuation: 1,421,600.00 Lot:#: Parcel ID No.: 31052800201500 Preferred Contact: 0 Owner ® Contractor Project Description: 14,216 sq ft single story building for a 32 bed recovery center with associated parking Owner Name: Grandview North LLC Horne No.: 360-435-71.71. Email Address: gv@grandviewinc.net CellNo.: 425-359-5630 Mailing Address: PO BOX 159 City: Arlington State: WA Zip: 98223 Contractor Name: Grandview North, LLC Office No.: 360-435-7171 Entail Address: gv@grandviewinc.net Cell No.: 425-359-5630 Mailing Address: PO BOX 159 at,. Arlington State: WA Zip: 98223 L&I Contractor License Number: GRANDNLO13KP Expiration Date: 7/13/2021 • New gas piping requires a pressure test hooking to any appliance • Sediment traps(drips) are required on all gas lines • Gas lines are required to be supported/secured per IFGS,Section 415. • Proper Combustion air and venting required for all appliances • A shut-off valve is required within 6 feet of all appliances Gas Piping Specification and complete Schematic PAGE 3 ❑ Not Applicable ❑CSS'r ❑ Brass ❑ Other Proposed Piping Material: ❑ Black Steel ❑ Galvanized Steel Proposed Piping Size: ❑ 1/2 ❑ 5/e„ ❑ 3/" ❑ 1" ❑ 114" ❑ 2 Inlet Pressure: Pressure Drop: Specific Gravity: I hereby certify that the above infonnation is correct and that the construction on,and the occupancy and the use of the-above described property will be in accordance with the laws,rules and regulation of the State of Washington. A Fz,..o,, .,3..a.sz,oNa a - Debbie Whitis Signature Print Nano Date :oi - FFUSE NLY Received n n 9 4 ?n?n PERMIT# ACCEPTED BY: DATE STAMP MV2.2020 Pagel of3 MECHANICAL PERMIT FEES (per unit Type of Fixture No.of Units Cost per Unit Subtotal Additional Plan Review fees x $75.00 = $ 0 Air Cond.Unit 5100Btu h 1 x $15.00 = $ Invalid E nti v Air Cond.Unit>100Btu i 1 x $25.00 = $ 25 Air Cond. Unit>500Btu h p x $50.00 = $ 0 Air Handling Units x _ $ 15.00 = $ _ 0 Base Mechanical Fee $25.00 $25.00 Boiler<100Btu h>3li x $15.00 = $ 0 Boiler>1 million Btulh<50hp x $25.00 = $ 0 Boiler>1.5 million Btujh<50h p x $50.00 = $ 0 Boiler>100Btti h 3-15lip x $15.00 = $ 0 Boiler>500BW h 15-30h I x $ 25.00 _ $ 0 Commercial Hoods-Type 1 1 I x $25.00 $ 25 Commercial Hoods-Type 11 I x $50.00 = $ 0 Diffusers x $ 15.00 = $ 0 Dryer Ducting 3 x $15.00 = $ 45 Ductwork(drawings re mired _ x $25.00 = $ Evaporative Coolers x $15.00 = $ ExhaustINTentilation Fans 20 x $ 15.00 = $ Ufa Fire dace Insert Stove x $15.00 = $ Forced Air Heat<_100 Btu h x $15.00 = Forced Air Heat>100 Btu 11 x $25.00 = $ 0 Gas Clothes Dryer x $15.00 = $ 0 Gas Fired AC 5100 Btu h x $15.00 = $ 0 Gas Fired AC>100 Btu h x $25.00 = $ 0 Gas Fired AC> 500 Btu x $50.00 = $ 0 Gas Pi in <_ 5 units 1 x $15.00 = $ 1.5 Gas Piping> 5 units (plus<5 tutits x $ 2.00 = $ 0 Heat Exchangers x $15.00 $ 0 Heat Punip-Condensing Unit x $25.00 = $ 0 Hot Water Heat Coils x $15.00 = $ 0 Miscellaneous Appliance -regulated by x $15.00 _ $ 0 mecl-tanical code,not otherwise specified Pkg.Units 5100btu x $25.00 = $ 0 Pkg. Units>100btu x $50.00 = $ 0 Ran e Cookto -Gas Fired 1 x $15.00 = $ 15 Refrigeration Unit 5100Btu t 1 x $15.00 =- $ 15 Refrigeration Unit>100Btu/h x $25.00 = $ 0 Refrigeration.Unit>500Btu h x $50.00 = $ 0 Re-inspection fee all x $75.00 = $ 0 Residential Rate e Hood x $15.00 = $ 0 Unit Heaters 5 100 Btu h x $15.00 = $ 0 Unit Heaters>100 Btu li x $25.00 = $ 0 VAV Boxes (Variable Air Voltune,part of air x $10.00 _ $ () conditioning system) Wall Heaters-Gas Fired x $25.00 = $ 0 Water Heater- Gas Fired 2 x $25.00 = $ 50 Permit Fee $ liwalicl Ei)tr'y Table 4-8; Plan Review Fee $ Processing/Tecluiology Fee $25.00 Total $ REV2.2020 Page 2 of3 PRES,S:URE PIPING SCHEMATIC COMPLETE FOR GAS PIPING ONLY ❑ SCHEMATIC IS TO SCALE, ❑ SCHEMATIC NOT TO SCALE ShPwPipq Size(s) andLeiigth(s) froin meter to all appliances NOTE-Any interior pressure regulators must be indicated REV2.2020 Page 3 of 3 411 , r - 2015 Washington State Energy Code Compliance Forms for Commercial, rc1 and R3 over 3 stories and all R1 Mechanical Summary MECH-SUMI, 2015 Washington State Energy Code Com liance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Januar 2017 Project Information Project Title: Holman Recovery Center Date 7/27/2020 Applicant Information. Provide contact information for individual who can respond to For Building Dept.Use inquiries about compliance form information provided. Company Name: Coffman Engineers Company Address: 1997 Park Lane,Burlington,WA 98223 Applicant Name: Brian Niemi Applicant Phone: 380-828-3717 Project Description ❑� New Building ❑Building Addition ElTenant Improvement ❑System Retrofit ❑No System Changes Briefly describe mechanical systems in the text box provided ❑Total Bldg Performance(TBP) This path includes all mandatory provisions per C401.2 Option 2. MECH-SUM,MECH-CHK,and C407 Energy Analysis forms required. ❑� Load calculation summary ❑ MECH-LOAD-CALC Form Design Load Calculations Provide design load calculations for all mechanical systems and equipment serving the building heating,cooling or ventilating needs.If a load calculation summary is provided with the permit documents that includes all applicable compliance information then the MECH-LOAD-CALC form is not required. ❑� Mechanical Plans ❑ MECH-EQ Forms(TBD) Mechanical Schedules Indicate location of equipment compliance information.If provided on plans then MECH-EQ forms are not required, however,include on plans all applicable compliance information listed in MECH-EQ tables. 0 DOAS is required per C403.6 effective July 1,2017(office,retail,education,library and fire station occupancies) All occupied,conditioned areas shall be served by a DOAS that delivers required ventilation air in a manner that does not require space conditioning fan operation.Space conditioning fans cycled off when no heating or cooling is required. Dedicated Outdoor Air ❑ Ventilation provided via natural ventilation per 2015 IMC in lieu of DOAS(C403.6,Exception 1) System Requirements and ❑ Ventilation and space conditioning provided by a HEVAV system per C403.7 in lieu of DOAS(C403.6,Exception High Efficiency VAV ❑ DOAS included in project,although not required(occupancy not office,retail,education,library or fire station) Alternate ❑ DOAS related allowances included in project: ❑ Prescriptive vertical fenestration maximum area allowance increased to 40%per C402.4.1.4 with 100%of conditioned floor area in building served by DOAS. ❑ Exception to air economizer per C403.3 Exception 1,include MECH-ECONO form. Q Project includes HVAC air distribution systems that provide heating and/or cooling If yes,provide a MECH-FANSYS-SUM form. Fan Power ❑ For one or more systems,the total fan motor nameplate hp of all fans in HVAC system exceeds 5hp. If yes,provide a separate MECH-FANSYS form for each HVAC system exceeding the 5 horsepower threshold. Refer to Section C403.2.11 and MECH-FANSYS-DOC for requirements and exceptions. HVAC Hydronic Systems ❑ Hydronic chilled water ❑ Water-loop heat pump ❑� No hydronic systems ❑ Hydronic heating water ❑ Geothermal ❑� C406.2 More efficient HVAC equipment and fan systems Requires 90%of heating and cooling capacity to be equipment listed in tables C403.2.3(1)-(9)or air-to-water heat pumps and heat recovery chillers.All equipment listed in tables C403.2.3(1)-(7)must be 15%more efficient than C406 Additional minimum requirements.All stand alone supply,return,and exhaust fans over 1hp must have FEQ z 71 and must be selected within 10%of maximum total or static pressure. Efficiency Options- C406.6 Dedicated outdoor air system(DOHS) Mechanical Requires 90%of conditioned floor area to be served by a DOAS per C403.6 that delivers required ventilation air in a manner that does not require space conditioning fan operation. ❑ C406.7 Reduced energy in service water heating Requires 90%of floor area be in occupancy types listed in C406.7.I and that 60%of annual hot water energy use be provided by heat pump,waste heat recovery or solar water-heating systems. Received .1111. 2 9 2020 2015 Washington Statt, Energy Code Compliance Forms for Commercial,R2 anc R3 over 3 stories and all R1 Mechanical Summary, • • 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised January 2017 Equipment Type(s) ❑ Hot water heating tank(s) ❑ Instantaneous Q No service water systems Service Water Heating ❑ Dedicated boiler ❑ Heat exchange from space heat boiler or Systems central hot water/steam Distribution Type(s) ❑ Circulation System ❑ On-demand Commissioning Commissioning is required for: ❑ Mechanical systems per C408.2 ❑Service water heating systems per C408.4 If required,commissioning shall be performed for all applicable systems regardless of individual equipment capacity. Exceptions to commissioning requirements: 0 Total output capacity of all mechanical space conditioning systems in the building do not exceed 240,000 Btu/h coaling or 300.000 Btu/h heating.Mechanical systems commissioning not required. Q Capacity of largest service water heating system in building does not exceed 200,000 Btu/h.Service water heating systems commissioning not required. Low Energy and Semi-Heated Spaces (Note 6 and 7) Peak Space Heating Cooling Conditioning Space Area Served, Capacity,Btu/h Capacity,Btu/h Capacity, Compliance Type Location in Plan(s) Space(s)Served square feet (Note 4) (Note 5) Btu/h-sf Check Notes Note 4-Provide total installed heating output capacity of systems serving Low Energy or Semi-Heated space(s)in btuh. Note 5-Provide total installed cooling capacity of system serving Low Energy space(s)in Btu/h.Not allowed for semi-heated spaces.Enter 0 if no cooling. Note 6-Refer to Section C402.1.1 Low Energy Building.Intalled peak space conditioning capacity,heating or cooling,may not exceed 3.4 Btu/h'sf. Note 7-Refer to Section C402.1.1.1 and Semi-Heated Space definition in Chapter 2.Total heating output capacity may not exceed 8 Btu/h'sf. Only systems without electric resistance heating and no cooling are eligible for the wall insulation exception under semi-heated, 2015 Washington State 4 gy Code Compliance Forms for Commercial,R2 and R3 o� stories and all R1-Page 1 of 7 PermitMechanical 2015 Washington State Energy Code Compliance Forms for Commercial Buildings Incktcling R2&R3 over 3 stories and all R1 Revised January 2017 Project Title: Holman Recovery Center Date 7/27/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code,Commercial Provisions. Applicable Code Section Code Provision Information Required-Must be in permit documents Location in Building Department (ves,no,nal I I Documents Notes Equipment-Sizing.Performance and Tyne Identify equipment to be used in manufacturing,industrial or commercial processes that do not NA C403 1 Exempt process equipment provide space conditioning;identify provisions applicable to this equipment per C403.1 exception Appendix Provide load calculations performed per ASHRAE Sid 183 or equivalent,using design Included Yes C403 2.1 Load calculations parameters per C302 and Appendix C;include load adjustments to account for energy with These recovery Forms Indicate that output capacities of heating and cooling equipment and systems are no greater M0.2-M0.7 Yes C403.2.2 Equipment and system than the smallest available equipment size that exceeds the calculated loads;note exceptions sizing taken M0.2-M0.7 C403.2.3 HVAC equipment Provide equipment schedules on plans or complete MECH-EQ forms indicating type,capacity, Yes C403 2 3.2 performance requirements rated and WSEC minimum efficiencies for all heating and cooling equipment;include supply C403.2,13.1 (efficiency) and OSA cfms and operating hours for all air systems;identify heating and cooling equipment that does not have a corresponding WSEC minimum efficiency(manufacturer rated) List all motors z 1/12 hp(that are not integral to a rated piece of equipment)in the mechanical M0,2-M0.7 C405.8 or electrical equipment schedules on plans;indicate hp,rpm,number of poles and rated Yes C403.2.14 Electric motor efficiency efficiency,or exception applied For fractional hp motors(1/12-1 hp),indicate whether they are an electronically commutated motor,have rated efficiency of at least 70%,or exception taken For all HVAC fan systems that provide heating and/or cooling,provide system total M0.2-M0.7 nameplate hp in MECH-FANSYS-SUM form _ Yes C403.2,11.1 Fan power limitation For all applicable HVAC systems with total fan motor hp>5hp,verify fan system motor hp or N/A bhp complies with fan power limits per equations in Table C403.2.11.1(1),provide MECH- FANSYS form for each system NA C403.2.11.2 Motor nameplate hp For all applicable HVAC systems with total fan motor hp>5hp,indicate fan motors specified are the smallest available motor hp size greater than fan bhp,note exceptions taken For all applicable HVAC systems with total fan motor hp>5hp,identify in equipment schedule NA C403.2,11.3 Fan efficiency all fans required to comply with fan efficiency grade and indicate rated FEG is z 67,or exception taken;indicate these fans are sized so total efficiency is within 15%of the fan maximum total efficiency NA C403 2,11 A Group R occupancy exhaust For all exhaust fans<400 cfm in Group R occupancies,indicate in equipment schedule the fan efficacy fan flow rate and efficacy(cfm/watt),or exception taken;refer to Table C403.2.11.4(CE-57) Variable flow capacity- For fan motors z 7.5 hp,indicate method of variable flow control(VSD or equivalent method)in NA C403.2.13 fans equipment schedule,or exception taken;for equivalent method for an HVAC system refer to HVAC System Controls for additional requirements NA C403.2.3 Maximum air cooled chiller For chilled water plants and buildings with>500 tons of cooling capacity,indicate air-cooled rapacity chiller capacity is s 100 tons,or exception taken Large capacity cooling For buildings with z 300 tons of cooling capacity,indicate method of multi-stage or variable NA C403.4 capacity control(VSD,multiple staged compressors,or max capacity of any single unit<66 systems of the total) Non-standard water-cooled For water-cooled centrifugal chillers not designed for operation at standard conditions,provide NA C403.2.3.1 centrifugal chillers calculations documenting maximum full load and part load rated equipment performance requirements NA C403.2,13.1 Centrifugal fan open-circuit For open-circuit centrifugal fan cooling towers with z 1,100 gpm capacity,indicate cooling C403A.3.2 cooling towers towers comply with efficiency requirements for axial fan open circuit cooling towers For single boilers with>500,000 Bluth capacity,indicate multi-stage or modulating burner NA C403.4.2 Large capacity boiler For boiler system(single or multiple)with>1,000,000 Btu/h capacity,indicate turndown ratio C403.4.2.5 systems per Table C403.4.2.5 and method(multiple single input boilers,modulating boilers,or combination) Variable flow capacity- For pump motors>_7.5 hp,indicate method of variable flow control(VSD or equivalent method) C403.2,13 in equipment schedule,or exception taken;for equivalent method for a hydronic system refer NA pumps to Hydronic System Controls for additional requirements C403.2.3 Gas and oil-fired forced air For forced air furnaces with capacity>_225,000 Btu/h and all unit heaters,indicate in furnace and unit heaters a ui ment schedule intermittent ignition or IID,flue or draft damper,and rated jacket loss C403.2.4.8 Combustion heating For combustion heating equipment with output capacity>225,000 Btu/h,indicate modulating NA equipment or staged combustion control C403.2.3.3 Packaged electric heating/ Verify all packaged electric equipment with>6,000 Btu/h cooling capacity and any amount of cooling equipment heating is a heat pump;include in equipment schedules C403.2.12 Heating outside a building Indicate systems providing heating in non-enclosed outdoor occupied spaces are radiant NA systems:refer to HVAC System Controls for additional requirements C403.2.7.1 Kitchen exhaust hoods Indicate on plans the type,duty and exhaust air rate of each kitchen hood,refer to HVAC System Controls for additional requirements Outdoor supply air,exhaust Indicate locations of OSA intake,and exhaust and relief outlet dampers on plans;indicate C403.2 43 and relief dampers whether dampers are Class 1 motorized,or gravity and exception taken(include leakage NA rating,cfm/sf);refer to HVAC System Controls for additional requirements for OSA dampers Indicate locations of return air dampers that are integral to economizer operation;verify C403.2A.3 Return air dampers dampers are motorized;indicate whether dampers are Class 1,or within packaged equipment eligible for leakage rating exception(include leakage rating,cfm/sf) 2015 Washington State Ener, ide Compliance Forms for Commercial,R2 and R3 over 3� 3s and all R1-Page 2 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised January 2017 Project Title: Holman Recovery Center IDate 7/27/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code,Commercial Provisions. Applicable Code Section Code Provision Information Required-Must be in permit documents Location in Building Department (ves,no.na)I I Documents Notes C403.2 4 3 Stairway and shaft vent Indicate location of stairway and shaft vent dampers on plans;verify dampers are Class 1 dampers motorized;refer to HVAC System Controls for additional requirements NA For systems serving areas>25,000 sf or spanning more than one floor,that include areas that C403.2 4 4 Zone isolation dampers are expected to be occupied non-simultaneously;identify isolation zone areas on plans and locations of associated isolation dampers in HVAC distribution system;refer to HVAC System Controls for additional requirements For cooling systems with humidification equipment that are also required to have air C403.2.3,4 Humidification economizer,indicate humidifier is adiabatic(direct evaporative or fog atomization),or exception taken Additional Efficiency Package Option,More Efficient HVAC Equipment&Fan Performance- Must comply with all 3 provisions to be eligible C406.2.1 To comply with additional efficiency package option,calculate the percentage of heating and M0.2-M0.7 Yes HVAC system selection cooling equipment in the project(based on output capacity)that do not have a corresponding C403.2.3 WSEC listed efficiency;shall be less than 10%to comply C406.2.2 Minimum equipment To comply with additional efficiency M0.2-M0.7 Yes P Y y package option,indicate that all listed heating and cooling C403.2.3 efficiency equipment have a rated efficiency that exceeds WSEC listed efficiency by at least 15% To comply with additional efficiency package option,indicate rated FEG of stand alone fans is> NA C406.2.3 Minimum fan efficiency 71:indicate these fans are sized so the fan efficiency at design conditions is within 10%of the C403.2.11 3 maximum total or static efficiency HVAC Svstem Controls Indicate locations of thermostatic and humidity control devices and the zones they serve on M1.1 plans,including perimeter system zones N/A Where adjacent(neighboring)zones are controlled by separate thermostats(including perimeter systems used to offset heat gain or loss),and are connected by permanent Thermostatic controls openings>10%of either zone sf area,indicate controls configured to prevent adjacent zones Yes C403 2.4.1 (thermostats and from operating in conflicting modes(one in heat,other in cool);applies to adjacent perimeter humidistats) zones,adjacent nonperimeter zones,and adjacent perimeter and nonperimeter zones If applying Exception 2 to nonperimeter zones adjacent to perimeter zones,indicate that N/A setpoints and deadband settings in these zones are coordinated so cooling in a nonperimeter zone does not occur until the temperature in that zone is 5°F higher than the adjacent perimeter zone temperature in heating NA C403 2 4 1.1 Heat pump supplementary Indicate staged heating operation with compression as the first stage of heating and heat supplemental heating controlled with outdoor lock-out temperature set to 40°F or less Yes C403.2A.1.2 Deadband Indicate zone thermostatic controls configured with 50F minimum deadband for systems that M0.2 control both heating and cooling If separate heating and cooling systems with separate thermostatic control devices are used to Setpoint overlap restriction serve a zone,indicate locations of both thermostatic control devices and the zone they serve NA C403.2.4.1.3 (thermostats) on plans Indicate a limit switch,mechanical stop or DDC control with programming to prevent simultaneous heating and cooling C403.2.4.2 Indicate zone thermostatic controls configured with required automatic setback and manual M0.2 Yes C4032.4.2.1 Automatic setback and override functions,setback temperatures,and control method(automatic time clock or C403.2.42.2 shutdown programmable controls);note exceptions taken Yes C403.2.4.2,3 Automatic(optimum)start Indicate system controls that adjust equipment start time required to bring each area served up M0.2 to design temperature just prior to scheduled occupancy Yes C4032.4.3 Outdoor supply air dampers Indicate automatic controls configured to close OSA damper during unoccupied equipment MO-2 operation;not including economizer cooling,night flush or IMC required OSA/exhaust NA C403.2.4.3 Stairway and shaft vent Indicate method of activation of stairway and shaft vent dampers(fire alarm or interruption of dampers power) For systems serving areas>25,000 sf or spanning more than one floor,that include areas that NA C403 2 4 4 Zone isolation controls are expected to be occupied non-simullaneously;indicate controls that allow for independent space conditioning of isolation zones,or exception taken NA C403.2.12 Heating outside a building Indicate occupancy sensing or timer switch controls configured to automatically shut off heating system when area served is unoccupied NA C403.2,4.5 Snow melt systems Indicate automatic controls configured to shut off system when pavement temperature exceeds 50°F and no precipitation is falling,and when outdoor air temperature exceeds 40oF NA C403.2.4.6 Freeze protection system Indicate automatic controls to shut off system when outdoor temperature exceeds 40oF,or controls conditions protect fluid from freezing Group R1 hotel/motel For hotels and motels with over 50 guest rooms,indicate automatic controls serving guest NA C403.2.4.9 guest rooms rooms that are capable of setback(heating)and set-up(cooling)of temperature setpoint by at least 5°F;indicate control method-activated by room entry or occupancy sensor 2015 Washington State L jy Code Compliance Forms for Commercial,R2 and R3 0� tories and all R1-Page 3 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Enargy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised January 2017 Project Title: Holman Recovery Center Date 7/27/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code,Commercial Provisions. Applicable Code Section Code Provision Information Required-Must be in permit documents Location in Building Department es no,na Documents_ Notes M0,2 C403.2.4.10 Group R2/R3 dwelling For primary space conditioning system,indicate 5-2 programmable thermostats capable of two Yes C403.2.4.11 units,Group R2 sleeping setback periods per day;for all thermostats indicate purpose(heating only,cooling only,or units both),required temperature range and at minimum a 10°F deadband;or exception taken Indicate method of ventilation air delivery(natural or mechanical)for each zone M1.1 If mechanically delivered,indicate that systems are configured to provide not more than 150% M1.1 Yes C403.2.6 Ventilation of,but at least the minimum required volume of outdoor air to each zone per IMC,ASHRAE C403.2.11 A 62.1 or other applicable code(WAC,OSHA,etc);or exception taken If delivered via natural ventilation,identify required elements per IMC including minimum M1.1 openable area to the outdoors or qualifying adjoining spaces Identify spaces>500 sf with occupant load>25 people/1,000 sf per IMC;for each space Demand controlled indicate whether it is served by an HVAC system with total design OSA>3,000 cfm,and/or NA C403 2 6 2 the system has airside economizer or automatic modulating OSA damper;indicate OSA ventilation controls are configured to provide demand controlled ventilation or provide supporting documentation for applied exception For gyms,classrooms,auditoriums and conference rooms>500 sf,indicate occupancy-based NA C403.2.6.3 Occupancy sensors OSA control when space is unoccupied and method(closes OSA damper or shuts-off equipment);or alternate means provided to automatically reduce OSA when space is partially occupied C403.2.6,4 Enclosed loading dock For enclosed loading docks,indicate ventilation/exhaust system method of activation(gas NA C403.2.6.4,1 ventilation detection system for CO and NO2,or occupancy sensors),and control method(staged or modulating) NA C403.2.6.4 Enclosed parking garage For enclosed parking garages,indicate ventilation/exhaust system activated by gas detection C403.2.6.4,2 ventilation system for CO and NO2,and control method(staged or modulating);or exception taken Provide calculations that show a balanced accounting of total kitchen exhaust(include all NA hoods)with%of:supply air,transfer air from adjacent spaces,and make-up air;if applicable, C403,2,7.1 Kitchen exhaust hoods indicate that direct make-up air to each hood does not exceed 10%of hood exhaust For kitchens with total hood exhaust exceeding 2,000 cfm,indicate exhaust air rate per Table NA C403.2.7.1 and compliance method(DCV,energy recovery,or transfer air that would otherwise be exhausted) NA C403.2.7.2 Laboratory exhaust systems Refer to Systems Requiring Energy Recovery for requirements Variable flow capacity- For HVAC fan motors z 7.5 hp,indicate method of variable flow control(VSD,or equivalent NA C403.2.13 HVAC system fans control method that reduces design air volume by 50%at 1/3 static design pressure);note exception taken DX air handler variable For DX air handlers with economizer and cooling capacity z 65,000 Btu/h,indicate number of NA cooling stages provided and method(multiple compressors and/or variable speed (Under Integrated C403.3.1 cooling control compressors);indicate minimum displacement(capacity reduction)as%of full load NA Economizer) Indicate control method(cooling capacity controlled in response to space temperature,space temperature controlled by modulating supply airflow,or both) For DX air handling units with cooling capacity>_65,000 Btu/h and evaporative and chilled NA water air handling units with fan z 0.25 hp,indicate whether system is single zone or multiple zone and related control method(cooling capacity controlled in response to space temperature,space temperature is controlled by modulating supply airflow,or both) For mechanical cooling systems(includes DX and chilled water coils)that control cooling NA capacity in response to space temperature-Provide a minimum of two stages of fan control; C403.2.11.5 Fan airflow control Indicate minimum fan speed is<_66%of full speed drawing<_40%of full speed fan power during periods of low cooling or ventilation only For other mechanical cooling systems(includes DX and chilled water coils)that control space temperature by modulating airflow(in lieu of,or in addition to,controlling capacity in response NA to space temperature)-Provide fan controls for modulating supply airflow;indicate minimum fan speed is s 50%of full speed drawing<_30%of full speed fan power during periods of low cooling or ventilation only;or exception taken NA Provide central and zone level DDC controls as required based on system application, C4032 4.12 DDC system capabilities capacity or size thresholds and other qualification per Table C403,2,4.12,1 - NA Identify all DDC system input I output control points;indicate capability for trending and raohical disolav Ducting_Systems C403.2 6 1 Indicate on plans that all ductwork is constructed and sealed per IMC M0.2 Yes C403.2.83 Duct construction For OSA ductwork,also indicate on plans that ductwork meets air leakage requirements per C402.5 and vapor retarder requirements per the IBC M0.2 C403.2.8.3 Duct pressure classifications Identify location of low,medium and high pressure ductwork on plans M0.2 Yes C403.2.8.3.3 High pressure duct leakage Indicate high pressure duct leakage testing requirements on plans;provide test results to test Liurisdiction when completed N/A 2015 Washington State Ener, ,de Compliance Forms for Commercial,R2 and R3 over 3, js and all R1-Page 4 of 7 PermitMechanical 2015 Wa5hin ton State Energy Code CompronceForrns For Commercial Buddings including R2&R3 over 3 stories and all R1 Revised January 2017 Project Title: Holman Recovery Center pate 7/27/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code,Commercial Provisions. Applicable Code Section Code Provision Information Required-Must be in permit documents Location in Building Department (yes.no.na) Documents Notes For supply and return ductwork located in unconditioned space or outdoors,indicate R-value of insulation on ductwork on plans;identify climate zone;note exceptions taken C403.2 8.1 For supply ductwork located in conditioned space,identify if design supply temperature is< Yes C403.2.8.2 Duct insulation 55°F or>105°F and indicate R-value of insulation on this ductwork on plans;note exception taken M0.2 For OSA ductwork,shafts and plenums,indicate R-value of insulation on these elements on plans per Table C402.1.3 for steel-framed walls;note exception taken M0.2 Piping Systems NA C403.2.9 Piping insulation Indicate design temperature range of fluid conveyed in piping and thickness of insulation(in inches)on h dronic piping plans;or exception taken NA C403.2.9.1 Piping insulation exposed to Indicate method of protection of pipe insulation from damage/degradation on hydronic piping weather plans Economizers Identify in equipment schedules on plans or in MECH-EO forms all cooling systems requiring air economizer controls NA C403.3 Air economizer required Provide MECH-ECONO form indicating systems utilizing air economizer exceptions,including those with water-side economizer in lieu of air economizer;indicate on plans eligible exception(s)taken and measures to comply with exception(s) NA C403.3.1 Integrated economizer Indicate air and water-side economizers are configured for partial cooling operation even operation-air and water where additional mechanical coolingis required to meet the load NA C403.3.2 Economizer heating system Verify control method of HVAC systems with economizers does not increase building heating impact-air and water energyusage duringnormal operation NA C403.3.3.1 Air economizer capacity Indicate modulating OSA and return air dampers are configured to provide up to 100%OSA For cooling Verify mechanical cooling controls are interlocked with air economizer controls so the outside C403.3.1 air damper remains in 100%open position when mechanical cooling is also required to meet NA C403.3.3.2 Integrated air economizer the cooling load,until the leaving air temperature is<45°F For systems with cooling capacity>_65,000 Btu/h,verify that control of economizer dampers is not based only on mixed air temperature;or exception taken NA C403.3.3,3 Air economizer high limit Indicate high limit shut-off control method and required high limit per Table C403.3.3.3 controls For eligible systems where water-side economizer may be provided in lieu of air economizer, NA C403.3 4,1 Water economizer capacity indicate system is capable of 100%design cooling capacity at 50°F db/45°F wb OSA temperatures NA C403.3.4.2 Water economizer Indicate pressure drop across precooling coils and heat exchangers in water economizer maximum pressure drop system do not exceed pressure drop limit NA C403.3.1 DX air handling equipment For DX air handlers with economizer and cooling capacity z 65,000 Btu/h,refer to HVAC control System Controls for requirements DX equipment economizer For DX air handlers with economizer and cooling capacity?54.000 Rlu/h,provide a fault NA C403.2.4.7 fault detection and detection and diagnostics(FDD)system to monitor economizer system operation and report diaanostics faults Systems Requiring Energy Recovery For systems with design OSA>5,000 cfm,or design supply air cfm and%OSA exceeding the values in Tables C403.5.1(1)or(2),indicate exhaust air ER method;or exception taken with Energy recovery(ER)- supporting calculations NA C4U3.b.1 ventilation/exhaust For rooms served by multiple systems with aggregate design OSA>5,000 cfm,or aggregate systems design supply air cfm and%OSA exceeding the values in Tables C403.5,1(1)or(2),indicate exhaust air ER method;or exception taken with supporting calculations Indicate ER rated effectiveness that increases OSA enthalpy by z 50%based on delta between OSA and return air enthalpies at design conditions Laboratory exhaust systems For buildings with total lab exhaust>5,000 cfm,indicate method of energy recovery used to NA C403.2.7.2 pre-condition laboratory make-up air;ER effectiveness(min 25°F);or alternative method per (energy recovery) exception(VAV exhaust,semi-condltloned makeup,or CERM calculation) For buildings with pools or spas with water surface area>200 sf,indicate exhaust air ER C404.10.4 Pools and permanent spas method and use of waste heat(preheat ventilation air,pool water or service hot water);or NA (under exhaust systems exception taken C404.11) (energy recovery) Indicate ER system has the rated effectiveness and is configured to decrease the exhaust air temperature at design conditions by>_36°F Energy recovery- For buildings with on-site steam heating systems,indicate condensate water ER NA C403-5 2 steam condensate systems For buildings that use off-site generated steam where condensate is not returned to the source,indicate on-site condensate water ER 2015 Washington State L y Code Compliance Forms for Commercial,R2 and R3 oJ` tories and all R1-Page 5 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Cade Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised January 2017 Project Title: Holman Recovery Center Date 7/27/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code,Commercial Provisions. Applicable Code Section Code Provision Information Required-Must be in permit documents Location in Building Department (yes,no,na Documents Notes For buildings with food service,meat or deli departments that have>_500,000 Bluth of remote refrigeration capacity for coolers/freezers,indicate condenser ER and use of captured energy (service water heating,space heating,or dehumidification reheating) NA C403.5.3 Energy recovery- cooler/freezer condensers For buildings with>_40,000 sf conditioned floor area and with z 1,000,000 Btu/h of remote refrigeration capacity for coolers/freezers,indicate condenser ER and use of captured energy for service water heating and also for space heating,or dehumidification reheating For buildings with 24-hour operation and with>1,500,000 Btu/h of heat rejection capacity and NA C403 5 4 Energy recovery- design service hot water load>250,000 Btulh,indicate condenser ER to pre-heat service condenser systems water;or exception taken Provide calculations showing the amount of recovered heat that is utilized(60%of peak heat resection load or pre-heat service water to 85°F). H dronic System Controls For hydronic system pump motors>_7.5 hp,indicate method of variable flow control(VSD or equivalent method that requires z 30%design wattage at 50%design fluid flow);note NA C403.2.13 Variable flow control- exception taken C403.4.27 hydronic system pumps Identify whether hydronic coils have DDC controls and associated manner of pump speed control(differential pressure,zone hydronic demand,etc) For boilers that provide building heating,indicate controls that provide heating water temperature setback based on outdoor temperature For heating and chilled water systems z 300,000 Btu/h,indicate systems are configured to C403.2.5 Hydronic system setback automatically reset supply water temperature based upon demand;or exception taken. NA C403.4.2.4 and part load controls If system pump motor hp z 3 hp,also indicate controls automatically reduce flow by z 50%. For chilled water systems(z 300,000 Btu/h,pump motor hp>_3 hp)that serve water-cooled unitary air conditioners,indicate VSD or staged pumps in chilled water system and heat rejection loop that reduce pump flow so that one control valve is nearly wide open,or to maintain a minimum differential pressure;or exception taken NA C403.4.2 Bailer sequencing Indicate automatic controls that sequence operation of multiple boilers NA C403,4.6 Hot gas bypass limitation For cooling equipment with hot gas bypass,provide either multiple step unloading or continuous capacity modulation;indicate bypass capacity per Table C403.4.6 NA C403.4.2,2 Two-pipe changeover Indicate changeover deadband(min 15°F),heating/cooling mode scheduling and changeover systems temperature range limit 30oF) NA C403.4.2.6 Chiller/boiler plant pump Indicate controls are configured to automatically reduce overall plant flow and shut-off flow isolation through individual chillers and boilers when not in use For cooling towers with fan motors z 7.5 hp,indicate VSD and method to adjust fan speed C403.2.13.1.1 Heat rejection equipment- (adjusted based on leaving fluid temperature or condenser temperature/pressure of heat NA C403.4.3,1.1 rejection device) C403.4.3.1.2 variable flow control For multiple-cell heat rejection equipment with VSD,indicate controls that ramp all fans in unison NA C403.4.3,3 Heat rejection equipment- Indicate open-circuit cooling towers with multiple pumps or VSD control are designed so all cooling tower flow turndown cells can be run in parallel NA C403.4.2.3.1 Water loop heat pump- indicate capability of central equipment to provide minimum 20oF water supply temperature deadband deadband between heat rejection and heat addition modes;or exception taken Water loop heat pump- NA C403 4 2 3.2.1 heat rejection equipment, Indicate type of cooling tower(open-or closed-circuit)in equipment schedule;indicate method used to limit system heat loss when heat rejection is not needed Zone 4 Water loop heat pump- For open-or closed-circuit cooling towers,provide a heat exchanger that separates the cooling NA C403.4.2,3.2.'heat rejection equipment, Zone 5 tower and heat pump loop NA C403.4,2.3.3 Water loop heat pump- For hydronic heat pump systems with total system power>10 hp,indicate 2-way isolation solation valves valves on each heat pump and variable flows stem control Dedicated Outdoor Air Systems[DOAS)-Optional through 6/30/16,Prescriptive 7/1/2016 For buildings with office,retail,education,library and fire station spaces,identify these spaces Yes C403 6 Dedicated outdoor air on plans;indicate that ventilation air in each occupied space is provided via a DOAS system; C403.6.3 systems or document compliance with C403.6.3 Impracticality;or exception taken(buildings complying with C402.4.1,4 or C406 6 may not utilize exceptions) M0.3,MIA Energy recovery ventilation For all DOAS systems,indicate exhaust air ER method;or exception taken with supporting NA C403.6.1 calculations.Indicate ER rated effectiveness that increases OSA enthalpy by z 50%based on with DOAS delta between OSA and return air enthalpies at design conditions. Indicate equipment associated with the delivery of zone level heating and cooling(fans, Heating/cooling system hydronic pumps,primary air dampers,etc)are configured to shut off,and central equipment is Yes C403.6.2 controls with DOAS configured to turn down,when there is no call for heating or cooling in the zone they serve MO 3.M1 1 If applying Exception to heating/cooling fans used for air mixing in the space during deadband periods,include fan watts per cfm in equipment schedule 2015 Washington State Ene ode Compliance Forms for Commercial,R2 and R3 over es and all R1-Page 6 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial BuNdingis including R2&R3 over 3 stories and all R1 Revised JamsM 2017 Project Title: Holman Recovery Center Date 7/27/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code,Commercial Provisions. Applicable Code Section Code Provision Information Required-Must be in permit documents Location in Building Department Nes,no.na) Donumeni Notes C402 4 1 4 Increased prescriptive NA C403 6 maximum vertical Indicate that all occupied,conditioned spaces are served by a DOAS per C403.6 fenestration area with DOAS Additional Efficiency Package Option,Dedicated Outside Air Systems(DOAS) NA C406 6 Building provided with To comply with additional efficiency package option,indicate that 90%or more of all occupied, DOAS lconditioned spaces are served by a DOAS Der C403.6 Multiple Zone Air Systems Air systems serving multiple Identify supply air systems serving multiple zones and the zones they serve on plans;indicate NA C403AA whether system is VAV and method of primary air control;or provide supporting zones documentation for applied exception to VAV Provide equipment schedules on plans or MECH-EQ form that list all VAV air terminals and types VAV systems serving For each air terminal include:maximum airflow rates for primary supply air during zone peak NA C403.4.4 multiple zones heating and zone peak cooling;maximum airflow during reheating,recooling or mixing; minimum airflow rate to maintain required ventilation,and the basis for these values;if IMC or ASHRAE 62.1 multiple zone equation is basis for minimum flow rates,provide calculation on plans NA C403 4.4.1 Single duct VAV terminal Indicate single duct terminal units are configured to reduce primary supply air before reheating units or recoolin NA C403.4.4,2 Dual duct systems-terminal For systems with separate warm air and cool air ducts,indicate terminal units are configured to units reduce the flow from one duct to minimum before mixing with air from the other duct Indicate locations of duct static pressure sensors on plans;include at least one sensor per major duct branch;verify controller setpoint pressure at each sensor is s 1.2 inch w.g. C403 4 1 1 VAV system static NA pressure sensors- For systems with zone level DDC,indicate controls are configured to monitor zone damper C403 4 1 2 sensors and DDC set points positions and reset static pressure setpoint based on the zone requiring most pressure;include control logic that automatically detects and generates an alarm if any zone excessively drives reset logic,and allows building operators to exclude zones from reset logic Multiple-zone VAV system For systems with zone level DDC controls,indicate controls are configured to automatically NA C403.4.4.3 ventilation optimization reduce outdoor airflow in response to changes in system ventilation efficiency;or exception controls taken NAL03444 VAV system supply air reset Indicate controls automatically reset supply air temperature in response to building loads or outdoor air temperature;or exception taken Multiple Zone HVAC Systems,High Efficiency VAV-Required for systems utilizing C403.6 DOAS Exception 2,must comply with all 16 provisions C403.7. Indicate system is configured for 100%air economizer operation and complies with all related NA Item 1 Air economizer economizer requirements per C403.3(without economizer exceptions) C403.7, Provide DDC controls for all components of system;identify all DDC system input/output NA Item 2 Direct digital controls(DDC) control points;indicate capability for trending and graphical display For systems with minimum OSA>2,500 cfm,indicate outdoor airflow monitoring station that NA C403.7, Outdoor airflow measures OSA intake under all load conditions;indicate control sequence that increases or Item 3 measurement and reduction reduces system OSA cfm based on VAV terminal feedback of ventilation efficiency(per C403.4.4.3 without exceptions)or DCV(per C403.2.6.2) NA C403.7, Supply airflow measurement For systems with minimum OSA>2,500 cfm,indicate supply airflow monitoring station capable Item 4 of measuring supply air delivered to VAV terminals under all load conditions C403.57, maximum area served Zone isolation and Verify maximum area served by a single HEVAV system is<_50,000 sf,or one entire floor, N ItemA whichever is greater;in addition if a system serves>25,000 sf,that includes areas that are expected to be occupied non-simultaneously,indicate zone isolation controls per C403.2.4.4 Interior/exterior zone NA C403.7, design supply air Verify that VAV terminals serving interior cooling driven loads are sized per design supply air Item 6 temperature temperature that is 5°F higher than VAV terminals serving exterior zones C403.7, Maximum air terminal inlet Identify air terminals with minimum primary airflow setpoints>50%of maximum setpoint in NA Item 7 velocity equipment schedule or MECH-EQ form;indicate air terminal inlet velocity does not exceed 900 fpm NA C403.7, Sequence of operation Indicate DDC system sequences of operation are designed and configured per ASHRAE GPC Item 8 36 NA C403.7, Maximum allowable system Verify fan system bhp is s 90%of the bhp limit per Option 2 equation in Table C403.2.11.1(1), Item 9 brake horsepower provide MECH-FANSYS form for each system Indicate all series and parallel terminal fans have electronically commutated motors;indicate NA C403.7, Fan-powered terminal unit DDC control system is configured to vary air terminal fan speed as a function of the load; Item 10 motor and control indirate fan speed during periods of low healing,low cooling,or ventilation only is s 66%of peak design air flow or provide supporting documentation for applied exception 2015 Washington State jy Code Compliance Forms for Commercial,R2 and R3 o, stories and all R1-Page 7 of 7 Mechanical Permit Plans Checklist MECH-CHK, 2015 WashhgtonState Energy Code Compliance Forms for Commercial Buildings includkV R2&R3 over 3 stories and all R1 Revised Ja 2017 Project Title: Holman Recovery Center Date 7/27/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code,Commercial Provisions. Applicable Code Section Code Provision Information Required-Most be in permit documents Location in Building Department Ives no nal Documents Notes C403 7, JApplication of single duct Indicate VAV terminal types on plans;verify fan-powered terminal units only serve perimeter NA Item 11 and fan-powered terminal zones with envelope loads;verify all other zones are served by single duct terminal units units C403 7, Fan-powered terminal unit Indicate DDC controls are configured to automatically reset the primary supply air cfm setpoint NA Item 12 primary air reset of all fan-powered terminal units to the minimum required to maintain ventilation during occupied heating or deadband,based upon the VAV air handling unit OSA ventilation fraction For spaces>150 sf with occupant density>_25 people 11000 sf,indicate space is served by a NA C403.7, High occupancy space dedicated terminal unit with DCV control that resets terminal unit ventilation setpoint;also Item 13 controls indicate occupancy sensor control that automatically reduces minimum ventilation to zero and sets back room heating and cooling setpoints by>_5°F For server,electronic equipment,telecom or similar spaces with cooling loads>5 W/sf, NA C403.71 Dedicated HVAC systems indicate spaces are served by independent HVAC systems that are separate from HPVAV Item 14 systems serving rest of building;indicate dedicated HVAC systems have air economizer controls or energy recovery per C403.3 Exception 9 NA Indicate whether systems are served by a high efficiency heating water plant,or a high efficiency chilled water plant If complying via high efficiency heating water plant:Indicate all VAV terminals have hydronic NA heating coils served by heating water system with either gas-fired boiler(s)with thermal C403.7, efficiency z 90%,air-to-water heat pumps,or heat recovery chillers Item 15 Central plant efficiency If complying via high efficiency chilled water plant:Indicate all VAV air handlers have cooling coils served by chillers with rated IPLV efficiency that exceeds WSEC listed IPLV by at least NA 25%per Table C403,2,3(7)(note water-cooled IPLV is max,all others are min);indicate smallest chiller or compressor in plant is<_20%of total plant capacity,or provide thermal storage sized for<_20%of total plant capacity C403.7, Fault detection and Indicate DDC system includes a fault detection and diagnostics(FDD)system configured to NA Item 16 diagnostics monitor operation and provide fault reporting of required parameters for all VAV air handlers and VAV air terminal units in the HPVAV system HVAC Equipment Energy Use Metering HVAC equipment energy For new buildings>50,000 sf and building additions>25,000 sf,verify energy use metering of NA C409 3.1 use metering all equipment used to provide space heating and cooling,dehumidification and ventilation will be provided per C409;indicate equipment eligible for exception Documentation and System Specific Requirement To Support Commissioning Indicate that all mechanical systems,equipment,and controls for which the WSEC requires NA control functions and /or configuration to perform specific functions are required to be Scope of mechanical commissioned; C408 2 systems commissioning For buildings with>_240,000 Btu/h total output cooling capacity or z 300,000 Btu/h total output NA heating capacity,indicate that all mechanical systems regardless of individual capacity are required to be commissioned;or provide building heating/cooling capacity calculation demonstrating eligibility for exception NA Indicate in plans and specifications that Cx per C408 is required for all applicable mechanical systems; C403.2,10 Include general summary with at a minimum of Items 1 thru 4 of the Cx plan per C408.1,2 NA C408,1,1 Commissioning including:narrative description of activities,responsibilities of the Cx team,schedule of C408,1,2 requirements in construction activities including verification of project close out documentation per C103.6,and conflict of C408.1 A.2 documents interest plan(if required); C103.6 Include in general summary that a Cx project report or Compliance Checklist(Figure NA C408.1.4,2)shall be completed by the Certified Cx Professional and provided to the owner prior to the final mechanical inspection. Air system and hydronic Indicate in plans that air and fluid flow rates shall be tested and balanced within the tolerances NA C408,2.2 system balancing defined in the specifications;indicate systems shall be balanced in a manner to first minimize throttling losses,then adjusted to meet design flow conditions NA C408.2.2,1 Air system balancing Indicate devices that provide the capability to balance all supply air outlets,zone terminals and devices air handling equipment requiring system balancing NA C408222 Hydronic system balancing Indicate devices that provide the capability to isolate,balance and measure flow across all devices hydronic equipment requiring system balancing including heating and cooling coils and pumps NA C408 2,3 Functional performance Identify in plans and specifications the intended operation of all equipment and controls during testing criteria all modes of operation,including interfacing between new and existing-to-remain systems Project Close Out Documentation Documentation and project Indicate in plans that project close out documentation and training of building operations Yes C103 6 close out submittal personnel is required for all mechanical components,equipment and systems governed by this code;indicate close out documentation shall include:record documents,O&M manuals, requirements applicable WSEC compliance forms and calculations MO 1,MO 2 2015 Washington State Ene ode Compliance Forms for Commercial,R2 and R3 over"L !as and all R1 -Page 1 of 2 Service Water Heating Permit Plans Checklist SWH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Januajy 2017 Project Title: Holman Recovery Center Date 7/27/2020 The following information is necessary to check a permit application for compliance with the mechanicial systems and equipment requirements of the Washington State Energy Code,Commercial Provisions. Applicable Code Section Code Provision Information Required-Must be in permit documents Location in Building Department (ves,no,nal Documents Notes Equipment-Sizing,Performance and Type Yes C404.2 SWH equipment type and Provide equipment schedule on plans indicating type and capacity;indicate efficiency complies efficiency with required federal standard MO 4,MO 7 For individual SWH equipment serving an entire building with>_1,000,000 Btu/h capacity, indicate thermal efficiency z 90%;or exception taken High input-rated SWH For buildings with aggregate capacity of all SHW equipment_1,000,000 Btu/h(exclude< NA C404.2.1 100,000 Btu/h equipment from threshold calculation),indicate average capacity weighted systems thermal efficiency z 90%;or exception taken If applying Exception 1 for site-solar or site-recovered energy,provide calculations and source of annual service water heating energy use estimate N/A I C404.4 Heat traps Indicate piping connected to equipment have heat traps on supply and discharge N/A C404 5 Insulation under electric For electric water heaters located in unconditioned spaces or on concrete floors,indicate R-10 water heater insulation under equipment Piping Systems Indicate thickness of piping insulation on plans per Table C403.2.9;verify insulation is provided Yes C404.6 Insulation of piping - from the water heater to the final fixture in a line,from the inlet/outlet piping at water heater to heat trap(up to 8 feet),and on piping that is heat traced;note exceptions taken MO.4 Indicate method of compliance on plans for all piping runs connecting service hot water source NA C404.3 Efficient SWH supply piping to hot water fixture(maximum pipe length or maximum pipe volume method per Table C404.3.1);provide calculations for all piping runs documenting the total length and/or volume Service Water Heating System Controls For circulation systems with dedicated return piping,indicate controls are configured to automatically start pump based on demand for hot water and shut-off pump when there is no Yes C404.7,1 Heated-water circulating demand and when the desired water temperature is met M0.4,P1,1 C404,8 systems For circulation systems with cold water supply piping serving as the return,indicate controls are configured to automatically start pump based on demand for hot water and shut-off pump when there is no demand,or when temperature of water entering the cold water supply pipe is 104°F 100.4,P1,1 For heat trace systems provided to maintain temperature of service hot water in piping, NA C404,7,2 Heat trace system controls indicate controls are configured to de-energize system when there is no demand for hot water and when the desired water temperature is met NA C404,7,3 Controls for hot water For systems with separate water heater and storage tank,indicate controls are configured to storage limit operation time of pump after end of heating cycle to s 5 minutes For SWH,pool/spa and pressure boosting pump motors>_7.5 hp,indicate method of variable C403,2.13 Variable flow control. flow control(VSD or equivalent method that requires>_30%design wattage at 50%design fluid NA C403,4 2 7 pumps flow);note exception taken Identify basis of pump speed control(differential or static pressure setpoint,pressure,zone load demand,etc) Pools and Permanent Spas-Equipment and Controls(Sections are under C404.11) Pool heating equipment Provide equipment schedule on plans indicating type and capacity for all pool heating NA C404,10.1 efficiency equipment;indicate efficiency complies with required federal standard;for heat pump water heaters indicate COP z 4 NA C403,2.13 Variable flow control- Refer to Service Water Heating System Controls pumps C404.10,1 Indicate automatic on/off control based on scheduling and readily accessible on/off switch NA C404,10,2 Pool heater on/off controls on heater that operates Independent of thermostat setting;note exceptions taken For all pools and in-ground permanent spas,indicate a vapor retardant cover on plans NA C404.103 Pool covers For all pools and in-ground spas heated to>90°F,indicate cover shall include insulation>_R- 12 NA C404.10.3 Pool assembly insulation For all pools and in-ground spas heated to>90°F,Indicate on plans that sides and bottom are provided with insulation?R-12 NA C404,12 Energy consumption of Indicate portable spa complies with Association of Pool and Spa Professionals APSP-14 portable spas 2015 Washington State i jyCode Compliance Forms for Commercial,R2 and R3 citi stories and all R1-Page 2 of 2 Energy Recovery IER)Systems-Service Water Heating and Pool Systems C404.10 4 For buildings with pools or permanent spas with water surface area>200 sf,indicate exhaust (Section Pools and permanent spas air ER method and use of waste heat(preheat ventilation air,pool water or service hot water); NA exhaust systems or exception taken under (energy recovery) Indicate ER system has the rated effectiveness and is configured to decrease the exhaust air C404 11) temperature at design conditions by z 36°F For buildings with food service,meat or deli departments that have>_500,000 Btu/h of remote refrigeration capacity for coolers/freezers,indicate if condenser ER will be used to pre-heat NA C403.5.3 Energy recovery- service water cooler/freezer condensers For buildings with>_40,000 sf conditioned floor area and with z 1,000,000 Blu/h of remote refrigeration capacity for coolers/freezers,indicate if condenser ER will be used to pre-heat service water For buildings with 24-hour operation and>1,500,000 Btu/h of heat rejection capacity and NA C403.5.4 Energy recovery- design SWH load>250,000 Btu/h,indicate condenser ER to pre-heat service water;or condenser systems exception taken.Provide calculations showing the amount of recovered heat that is utilized (60%of peak heat rejection load or pre-heat service water to 85°F). NA C404.10 Drain water heat recovery For systems incorporating drain water ER,indicate system design complies with CSA B55,2 units (or CSA 55.1 for Group R);indicate potable waterside pressure loss at design flow is<10 psi Service Water Heating_Energy Use Metering NA C404 9 SWH energy usage in For Group R-2 multi-family buildings with central SWH systems,provide metering of hot water dwellina units energy usage per dwelling unit;indicate metering and data reporting method SWH equipment energy use For new buildings>50,000 sf and building additions>25,000 sf,with total SWH equipment NA C409,3.2 metering capacity z 50 kW(>_170,600 Btu/h),verfly energy use metering of all SWH equipment will be provided per C409 Additional Efficiency Package Option,Reduced Energy Use In Service Water Heating-Must comply with both provisions to be eligible To comply with additional efficiency package option,verity that z 90%of the conditioned floor NA C406 7,1 Eligible building type area of the building_is one or more of the occupancies identified in this section,OR; Provide whole building energy analysis per C407 that demonstrates the SWH load in the building is>_10%of total building energy loads To comply with additional efficiency package option,provide documentation that verifies 2 60%of building annual SWH energy is provided by high efficiency sources(heat pump water C406.7 2 beater with COP 2:3,waste heat recovery,solar water-heating system); NA C403.5 4 Load fraction For buildings with 24-hour operation and with>1,500,000 Btu/h of heat rejection capacity and design service hot water load>250,000 Btu/h(per C403.5,4);provide documentation that verifies z 100%of building annual SWH energy is provided by condenser energy recovery or other high efficiency source Documentation and Specific System Requirements to Supporting Commissioning Indicate that all SWH equipment and controls for which the WSEC requires control functions Scope of service water and/or configuration to perform specific functions are required to be commissioned;+D7 NA C408 4 heating systems commissicnfng For buildings where the largest SWH system has?200,000 Btu/h total output capacity, Indicate that all SWH systems regardless of individual capacity are required to be commissioned. Indicatethat all pool and permanent spa water heating systems regardless of individual capacity are required to be commissioned; Scope of pool and NA C408 4.1.3 permanent spa systems Indicate that energy recovery equipment that heats pool water regardless of capacity is commfssfonfng required to be commissioned; Identify all pool heating and energy recovery equipment and controls that the WSEC defines as being capable of and/or configured to perform specific functions. Indicate in plans and specifications that Cx per C408 is required for all applicable service water heating systems; C404 13 Include general summary with at a minimum of Items 1 thru 4 of the Cx plan per C408.1,2 C408 1 1 Commissioning including:narrative description of activites,responsibilities of the Cx team,schedule of NA C408 1 2 requirements in construction activities including verification of project close out documentation per C103.6,and conflict of C408 1 4 2 documents interest plan(if required); C103 6 Include in general summary that a Cx project report or Compliance Checklist(Figure C408,1,4,2)shall be completed by the Certified Cx Professional and provided to the owner prior to the final mechanical inspection, NA C408.4.1 Functional performance Identify in plans and specifications the intended operation of all equipment and controls during testing criteria all modes of operation,including interfacing between new and existing-to-remain systems Project Close Out Documentation Documentation and project Indicate in plans that project close out documentation and training of building operations Yes C103.6 close out submittal personnel is required for all SWH components,equipment and systems governed by this code; requirements indicate close out documentation shall include:record documents,O&M manuals,applicable WSEC compliance forms and calculations MO 4 2015 Washington State En8 Code Compliance Forms for Commercial, R2 af, .3 over 3 stories and all R1 Economizer Exceptions • • 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised January 2017 Project Title: Holman Recovery Center Date 7/27/2020 All cooling systems shall be configured to provide air economizer operation,regardless of For Building Dept. Use system capacity,for new construction and mechanical system alterations.Various exceptions to this requirement are available. Identify all systems that an economizer exception will be applied to and additional information as noted below. Economizer ECONOMIZER EXCEPTIONS-NEW CONSTRUCTION AND ADDITIONS Lighting+ Exception Exp 1 Cooling equipment serving spaces that are provided with a dedicated System ID Equipment outdoor air system(DOHS)per C403.6.Spaces served shall have year- Loads(W/sf) Summary round design cooling loads from lights and equipment less than 5 watts per square foot. Exp 2 Single zone unitary or package systems with dehumidification that affect System ID other systems such that air economizer would increase energy consumption. Refer to Section C403.3 for descriptions of Exp 3 High efficiency single zone unitary or packaged systems. Equipment System ID economizer cooling efficiency shall be better than the WSEC required minimum provisions and efficiency by at least 64%in Climate Zone 4C and 59%in Climate Zone 5B exceptions. For per Table C403.3. alterations refer to SectionC503 Exp 4 Equipment that provides hydronic chilled water for chilled beams and System ID Table C503.4.and chilled ceiling systems that is served by a water economizer system per Table C403.3.4 in lieu of air economizer. Exp 5 Water-source heat pumps with heatrecovery.Heat pump efficiency shall System ID be 15%better than WSEC required minimum efficiency.Provide at minimum 60%air economizer.Energy recovery to preheat OSA shall have at least 50%effectiveness.Additional system requirements apply. Exp 6 Cooling equipment serving Group R occupancies.Per unit limit Equipment Cooling is less than 20,000 Btu/h cooling capacity for equipment installed System ID Capacity outdoors or in a meth room adjacent to the outdoors.For cooling Location (Btu/h) equipment installed in other locations the unit limit is less than 54,000 Btu/h.Efficiency shall be 15%better than WSEC required minimum efficiency. Exp 7 Variable refrigerant flow(VRF)systems with energy recovery.Outdoor Outdoor Unit Cooling unit shall be a rovorse-cycle heat pump with variable speed Capacity compressor(s)and condenser fan(s).Outdoor unit cooling capacity shall System ID (Btu/h) be not less than 65,000 Btu/h.Energy recovery to preheat outdoor air FCU-1-27 72,000 shall have at least 50%rated effectiveness.System shall be capable of providing simultaneous heating and cooling by tranferring recovered energy from zone(s)in cooling mode to other zone(s)that are in heating mode. Exp 8 Cooling equipment serving Controlled Plant Growth Environments. System ID SEER,EER,& Equipment cooling efficiency shall be better than WSEC required IEER minimum efficiency by at least 20%.Not eligible:unitary and applied heat pumps. Exp 9 Cooling equipment with energy recovery.Spaces served shall have Lighting+ year-round design cooling loads from lights and equipment greater than System ID Equipment 5 watts per square foot.Energy recovery system shall utilize recovered Loads(W/sf) energy for on-site space heating or preheating of service hot water. Provide calculations to the code official that demonstrate the amount of recovered energy used for on-site heating purposes is equivalent to the annual energy that would be saved by the cooling system with air economizer per C403.3. . f - 2015 Washington State gy Code Compliance Forms for Commercial, Ri d R3 over 3 stories and all R1 Econornizer Exceptions, cont. MECH-ECONO,� 2015 Washinqton State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Januar 2017 Project Title: Date 7/27/2020 ECONOMIZER EXCEPTIONS-NEW CONSTRUCTION AND ADDITIONS,CONTINUED Exp 10 Cooling equipment for dedicated server,electronic equipment or Cooling Economizer Compliance telecom switch rooms.Per building limit for this exception is System ID Option Capacity Exception 240,000 Btu/h cooling capacity or 10%of required building air (Btu/li) Summary economizer capacity,whichever is greater.Part load control FCU-28 Option a 24,000 required over 85,000 Btu/h.Additional requirements apply, Option a-Cooling equipment efficiency shall be 15%better than the WSEC required minimum efficiency.. Option b-Waterside economizer required.Cooling equipment efficiency shall be 5%better than the WSEC required minimum efficiency. Option c-Waterside economizer required.All cooling equipment is subject to ASHARE Standard 127. Total Claimed Exempt Capacity: 24,000 Refer to Section Total building air economizer capacity(if claimed>240 kBtu/h): C403.3 for descriptions of Alternate Exp 10 Capacity Limit: provisions economizer ECONOMIZER EXCEPTIONS-MECHANICAL SYSTEM ALTERATIONS OR REPLACEMENT provisions and System ID Alt.Strategy exceptions. For C503.4 Pre-approved design alternative to full compliance with air economizer alterations refer Exp 1 requirement.An alternative for mechanical system alterations where existing to Section building constraints make full compliance with air economizer requirement C503.4 and impractical.Provide calculations to the code official that demonstrate the Table C503.4. proposed alternate design strategy provides similar energy savings to the annual energy that would be saved by the cooling system with air economizer per C403.3. ECONOMIZER EXCEPTIONS-SIMPLE SYSTEMS Cooling C503.4 Qualifying small equipment. Per unit limit less than 33,000 Btu/h.Per System ID Capacity Exp 2 building limit for this exception is 72,000 Btu/h cooling capacity or 5%of (Btu/h) required building air economizer capacity,whichever is greater.Cooling equipment efficiency shall be 15%better than WSEC required minimum efficiency.Not eligible:non-unitary equipment,unitary equipment installed outdoors or in mech room adjacent to outdoors,equipment installed during new construction,shell-and-core construction,or initial tenant improvement. Total Claimed Exempt Capacity: Total building air economizer capacity(if claimed>72,000 Btu/h): Alternate C503.4 Exp 2 Capacity Limit: C503.4 Equipment that provides hydronic chilled water for chilled water terminal Cooling Exp 3 units.Equipment part load cooling efficiency(IPLV)shall be better than System ID Capacity WSEC required minimum efficiency by at least 25%.Per building limit (Btu/li) for this exception is 480,000 Btu/h cooling capacity or 20%of required building air economizer capacity,whichever is greater.Chilled water terminal units serving Group R occupancies are not included in the building capacity total. Total Claimed Exempt Capacity: Total building air economizer capacity(if claimed>480,000 Btu/h): Alternate C503.4 Exp 3 Capacity Limit: Table Compliance Options for alteration or replacement of existing System ID Equipment Compliance C503.4 mechanical cooling equipment per Table C503.4. Refer to table Type Path and all applicable table footnotes for full requirements.Applies to the following retrofit conditions: Option a-Any new or replacement equipment Option b-Replacement equipment of same type with same or smaller cooling output capacity. Option c-Replacement equipment of same type with large cooling output capacity. Option d-New equipment added to existing system or — — replacement equipment that is different than existing being replaced. 2015 Washington State Ens 3ode Compliance Forms for Commercial, R2 ar, .3 over 3 stories and all R1 Mechanical Fan System Power Allowance 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised January 2017 Project Title: Holman Recovery Center Date 7/27/2020 For Building Dept. Use HVAC Air Distribution System Schedule List all HVAC systems that have the capability to provide heating and/or cooling to the spaces they serve. Fan Power System or System Total Calculation Primary Supply Speed Control Description Nameplate HP Required Fan ID (Note 1) (Note 2) (Note 3) (Note 4) FCU-1 Cv Constant volume fan coil 0.054 No FCU-2 Cv Constant volume fan coil 0.054 No FCU-3 Cv Constant volume fan coil 0.054 No FCU-4 Cv Constant volume fan coil 0.054 No FCU-5 Cv Constant volume fan coil 0.054 No FCU-6 Cv Constant volume fan coil 0.054 No FCU-7 Cv Constant volume fan coil 0.054 No FCU-8 Cv Constant volume fan coil 0.054 No FCU-9 Cv Constant volume fan coil 0.054 No FCU-10 Cv Constant volume fan coil 0.054 No FCU-11 Cv Constant volume fan coil 0.054 No FCU-12 Cv Constant volume fan coil 0.054 No FCU-13 Cv Constant volume fan coil 0.054 No FCU-14 Cv Constant volume fan coil 0.054 No FCU-15 Cv Constant volume fan coil 0.054 No FCU-16 Cv Constant volume fan coil 0.054 No FCU-17 Cv Constant volume fan coil 0.054 No FCU-18 Cv Constant volume fan coil 0.054 No FCU-19 Cv Constant volume fan coil 0.054 No FCU-20 Cv Constant volume fan coil 0.054 No FCU-21 Cv Constant volume fan coil 0.054 No FCU-22 Cv Constant volume fan coil 0.054 No FCU-23 Cv Constant volume fan coil 0.054 No FCU-24 Cv Constant volume fan coil 0.054 No FCU-25 Cv Constant volume fan coil 0.054 No FCU-26 Cv Constant volume fan coil 0.054 No FCU-27 Cv Constant volume fan coil 0.054 No FCU-28 Cv Constant volume fan coil 0.054 No Note 1-Constant Volume(CV), Variable Air Volume(VAV),or Hospital/Lab CV system that qualifies for VA budget per C403.2.11.1 Exception 1. Single zone VA systems shall comply as CV. Note 2-Describe system type and list all fans(or groups of fans)associated with the delivery and removal of conditioned air by the system.Include all supply,return/relief,exhaust and exhaust hoods(>1 hp),make-up air,dedicated outside air(DOHS),booster fans,and series fan-powered terminals. VA parallel fan-powered terminals and economizer relief fans do not need to be included if the fans do not operate at peak conditions. Note 3-Enter the total nameplate hp of all fans associated with the delivery and removal of conditioned air by the system. Note 4-This form automatically identifies whether a MECH-FANSYS form is required to demonstrate compliance with the fan power allowance(Yes), or this information is not required because the system has a combined total nameplate motor hp that is 5 hp or less(No) MECH-FANSYS Forms A MECH-FANSYS form shall be provided for each system with total nameplate hp greater than 5 hp.Select(Add Fan System Form)to generate an additional form. Added forms can be deleted with button in cell E32 of the added form. 2015 Washington State L gy Code Compliance Forms for Commercial, R. J R3 over 3 stories and all R1 2015 Washington State En6 erode Compliance Forms for Commercial, R2 W, .3 over 3 stories and all R1 ,Design Load Calculation Summary MECH-LOAD-CALC 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all RRevised January 2017 Project Title: Holman Recovery Center Date 7/27/2020 The following information shall be included in the load calculation program summary submitted with For Building Dept. Use the permit documents. If a load calculation summary is not available,provide the required information below. Heating Design Cooling Design Load in Btu/h(Note Load in Btu/h(Note Calculation Method Equip. ID Area(s)Served 1) 1) (Note2) Notes FCU-1 FITNESS 19,300 14,400 Computer sizing software FCU-2A/B GREAT ROOM 72,000 66,000 Computer sizing software FCU-3 KITCHEN 19,000 16,000 Computer sizing software FCU-4 BREAK ROOM 11,000 12,000 Computer sizing software FCU-5 UA COLLECTION 7,000 8,000 Computer sizing software FCU-6 WAITING 22,000 23,000 Computer sizing software FCU-7 OFFICE/COPY 8,000 95,000 Computer sizing software FCU-8 GROUP ROOMS 51,500 53,200 Computer sizing software FCU-9 COUNELOR OFFICES 7,100 8,500 Computer sizing software FCU-10 GROUP ROOM/OFFICE 22,300 23,500 Computer sizing software FCU-11 EXECUTIVE/OFFICE 11,200 13,200 Computer sizing software FCU-12 LIBRARY/SANCTUARY 22,100 233400 Computer sizing software FCU-13 LAUNDRY 7,000 7,300 Computer sizing software FCU-14 CORRIDOR-129 16,500 18,300 Computer sizing software FCU-15 CORRIDOR-150 15,700 17,400 Computer sizing software FCU-16 SINGLE UNIT 6,500 7,100 Computer sizing software FCU-17 SINGLE UNIT 6,500 7,100 Computer sizing software FCU-18 DOUBLE UNIT 6,800 7,300 Computer sizing software FCU-19 DOUBLE UNIT 6,800 7,300 Computer sizing software FCU-20 DOUBLE UNIT 6,800 7,300 Computer sizing software FCU-21 DOUBLE UNIT 6,800 7,300 Computer sizing software FCU-22 DOUBLE UNIT 6,800 7,300 Computer sizing software FCU-23 DOUBLE UNIT 6,800 7,300 Computer sizing software FCU-24 DOUBLE UNIT 6,800 7,300 Computer sizing software FCU-25 DOUBLE UNIT 6,800 7,300 Computer sizing software FCU-26 SINGLE UNIT 6,500 7,100 Computer sizing software FCU-27 SINGLE UNIT 6,500 7,100 Computer sizing software 2015 Washington State L1 gy Code Compliance Forms for Commercial, Ra R3 over 3 stories and all R1 FCU-27 ECR 24,000 - Computer sizing software Note 1-Design load shall account for the building envelope,lighting,ventilation and occupancy loads of the space(s)served by the mechanical system.Heating and cooling loads shall be adjusted to account for load reduction achieved by an energy recovery system,if applicable. Note 2-Computer load calculation program, worksheet(identify source),or equivalent computation procedure in accordance with ASHRAE Standard 183. 0)Cl) MM O O 01-0 MO I- 00 0 Mu- 00 co 00 N N M O(M Cl)V 0 0 0 C O O CD ItIt r (o (n Im(o 00 >° 166 66 O ,�O c(0 0 01-�0 0 0 V V V N N r N C(3i M V J Lr) N O C d = N d Z LL '70 V 00 d IV) Y S W I-O ti O O CO lL W O O 0)Co MC) O 00 f-O co OIL co O U M M C a w IMO(`M M(o Oar (n OO 00 -qd' r (D In O)(D It 'tLD N(D Cam' L6600 �! 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N = M 0 V YO W 'C N N Q..+Y A ~2 00 O O Z m m � U o `o A H A OxNc�t, 7x m II d O II II y >.- m"'y CL d II Qj !L -J p o-0 m 0-0 0 LL C -1 O II m c m O N °)x d d 7 ` m E E C a�Uocn0oo aci= d o JYH ?�., cca�Q FC �rnc zZ U) 0,�,.-d. rn in U.- L) f0 f� m n d h C)m = E C 7LL mxrC�' C) d N CL >YTY O f0 m m O L V- 3 d p>N N � C.=Q L?L af:V'a CL 1C0 C X > w .d A (L W(�U)�L7U�tLLLQS� Jd� (n u a0WU)wGmU) o 24 O 1° d 0 LL i {. 1 r 2015 Washington 5.dte Energy Code Compliance Forms for Commercial,rn�and R3 over 3 stories and all R1 -Mechanical Summary MECH-SUM,, 2015 Washin ton State EneMy Code liance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Januar 2017 Project Information Project Title: Holman Recovery Center Date 7/27/2020 Applicant Information. Provide contact information for individual who can respond to For Building Dept.Use inquiries about compliance form information provided. Company Name: Coffman Engineers Company Address: 1997 Park Lane,Burlington,WA 98223 Applicant Name: Brian Niemi Applicant Phone: 360.828-3717 Project Description New Building ❑Building Addition ❑Tenant Improvement ❑System Retrofit ❑No System Changes Briefly describe mechanical systems in the text box provided ❑Total Bldg Performance(TBP) This path includes all mandatory provisions per C401.2 Option 2. MECH-SUM,MECH-CHK,and C407 Energy Analysis forms required. ❑� Load calculation summary ❑ MECH-LOAD-CALC Form Design Load Calculations Provide design load calculations for all mechanical systems and equipment serving the building heating,cooling or ventilating needs.If a load calculation summary is provided with the permit documents that includes all applicable compliance information then the MECH-LOAD-CALC form is not required. [A Mechanical Plans ❑ MECH-EQ Forms(TBD) Mechanical Schedules Indicate location of equipment compliance information.If provided on plans then MECH-EQ forms are not required, however,include on plans all applicable compliance information listed in MECH-EQ tables. ❑� DOAS is required per C403.6 effective July 1,2017(office,retail,education,library and fire station occupancies) All occupied,conditioned areas shall be served by a DOAS that delivers required ventilation air in a manner that does not require space conditioning fan operation.Space conditioning fans cycled off when no heating or cooling is required. Dedicated Outdoor Air ❑ Ventilation provided via natural ventilation per 2015 IMC in lieu of DOAS(C403.6,Exception 1) System Requirements and ❑ Ventilation and space conditioning provided by a HEVAV system per C403.7 in lieu of DOAS(C403.6,Exception High Efficiency VAV ❑ DOAS included in project,although not required(occupancy not office,retail,education,library or fire station) Alternate ❑ DOAS related allowances included in project: ❑ Prescriptive vertical fenestration maximum area allowance increased to 40%per C402.4.1.4 with 100%of conditioned floor area in building served by DOAS. ❑ Exception to air economizer per C403.3 Exception 1,include MECH-ECONO form. Q Project includes HVAC air distribution systems that provide heating and/or cooling If yes,provide a MECH-FANSYS-SUM form. Fan Power ❑ For one or more systems,the total fan motor nameplate hp of all fans in HVAC system exceeds 5hp. If yes,provide a seperate MECH-FANSYS form for each HVAC system exceeding the 5 horsepower threshold. Refer to Section C403.2.11 and MECH-FANSYS-DOC for requirements and exceptions. ❑ Hydronic chilled water ❑ Water-loop heat pump ❑� No hydronic systems HVAC Hydronic Systems ❑ Hydronic heating water ❑ Geothermal 0 C406.2 More efficient HVAC equipment and fan systems Requires 90%of heating and cooling capacity to be equipment listed in tables C403.2.3(1)-(9)or air-to-water heat pumps and heat recovery chillers.All equipment listed in tables C403.2.3(1)-(7)must be 15%more efficient than C406 Additional minimum requirements.All stand alone supply,return,and exhaust fans over 1hp must have FEQ Z 71 and must be selected within 10%of maximum total or static pressure. Efficiency Options, F1 C406.6 Dedicated outdoor air system(DOHS) Mechanical Requires 90%of conditioned floor area to be served by a DOAS per C403.6 that delivers required ventilation air in a manner that does not require space conditioning fan operation. ❑ C406.7 Reduced energy in service water heating Requires 90%of floor area be in occupancy types listed in C406.7.I and that 60%of annual hot water energy use be provided by heat pump,waste heat recovery or solar water-heating systems. Received JUL 2 9 2020 2015 Washington Star Energy Code Compliance Forms for Commercial,R2 and R3 over 3 stories and all R1 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised , �n Equipment Type(s) �Y 2017 ❑ Hot water heating tank(s) ❑ Instantaneous 0 No service water Service Water Heating ❑ Dedicated boiler ❑ Heat exchange from space heat boiler or Systems Systems central hot water/steam Distribution Type(s) ❑ Circulation System ❑ On-demand Commissioning Commissioning is required for: ❑ Mechanical systems per C408.2 ❑Service water heating systems per C408.4 If required, commissioning requirements: shall be performed for all applicable systems regardless of individual equipme"t Exceptions c�Aa�rty ❑ Total cooling oput capacity of all mechanical space r 300,000 Btu/h heating.Wchanical systems commissioning tioning systems in tnothe brequired.l lng o not exceed 240,000 gtUyh 9 9 Y 9 Q Capacity of largest service water heating system in building does not exceed 200,000 Btu/h.Service water h systems commissioning not required. eatir'9 Low Energy and Semi-Heated Spaces (Note 6 and 7) Peak Space Heating Cooling Conditioning Space Area Served, Capacity,Btu/h Capacity,Bluth Capacity, Compliance Type Location in Plan(s) Space(s)Served square feet (Note 4) (Note 5) Btu/h-sf Check Note 4-Provide total installed heating output capacity of systems serving Low Energy or Semi-Heated space(s)in btuh. Note 5-Provide total installed cooling capacity of system serving Low Energy space(s)in Btu/h,Not allowed for semi-heated spaces.Enter 0 if no cooling. Note 6-Refer to Section C402.1.1 Low Energy Building.Intalled peak space conditioning capacity,heating or cooling,may not exceed 3.4 Btu/h'sf. Note 7 Refer electriceresistance heating and no cooling are Space eligible for wall insulation exception on in Chapter 2. al ating under seput mi-heated.atedy may not exceed 8 Btu/h"sf. Only systems i i ithout 9 9 g 2015 Washington State( fy Code Compliance Forms for Commercial,R2 and R3 o% stories and all R1 -Page 1 of 7 PermitMechanical 2015 Washingillon State Energy Code CompUence Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Janu 2017 Project Title: Holman Recovery Center Date 27/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code,Commercial Provisions. Applicable Code Section Code Provision Information Required-Must be in permit documents Location in Building Department fves no,na Documents Notes Equipment-Sizing,Performance and Type Identify equipment to be used in manufacturing,industrial or commercial processes that do not NA C403.1 Exempt process equipment provide space conditioning;identify provisions applicable to this equipment per C403.1 exception Appendix Provide load calculations performed per ASHRAE Sid 183 or equivalent,using design Included Yes C403 2 1 Load calculations parameters per C302 and Appendix C;include load adjustments to account for energy with These recovery Forms Equipment and system Indicate that output capacities of heating and cooling equipment and systems are no greater M0.2-M0.7 Yes C4032 2 than the smallest available equipment size that exceeds the calculated loads;note exceptions sizing taken M0.2-M0.7 C403.2.3 HVAC equipment Provide equipment schedules on plans or complete MECH-EQ forms indicating type,capacity, Yes C403.2,3.2 rated and WSEC minimum efficiencies for all heating and cooling equipment;include supply performance requirements and OSA cfms and operating hours for all air systems;identify heating and cooling equipment C403.2,13.1 (efficiency) that does not have a corresponding WSEC minimum efficiency(manufacturer rated) List all motors z 1/12 hp(that are not integral to a rated piece of equipment)in the mechanical MO 2-MO 7 8 or electrical equipment schedules on plans;indicate hp,rpm,number of poles and rated C405. Yes CC405.14 Electric motor efficiency efficiency,or exception applied For fractional hp motors(1/12-1 hp),indicate whether they are an electronically commutated motor,have rated efficiency of at least 70%,or exception taken For all HVAC fan systems that provide heating and/or cooling,provide system total M0.2-M0.7 nameplate hp in MECH-FANSYS-SUM form Yes C403.2.11.1 Fan power limitation For all applicable HVAC systems with total fan motor hp>5hp,verify fan system motor hp or N/A bhp complies with fan power limits per equations in Table C403.2.11.1(1),provide MECH- FANSYS form for each system NA C403.2.11 2 Motor nameplate hp For all applicable HVAC systems with total fan motor hp>5hp,indicate fan motors specified are the smallest available motor hp size greater than fan bhp,note exceptions taken For all applicable HVAC systems with total fan motor hp>5hp,identify in equipment schedule NA C403.2.11.3 Fan efficiency all fans required to comply with fan efficiency grade and indicate rated FEG is z 67,or exception taken;indicate these fans are sized so total efficiency is within 15%of the fan maximum total efficiency NA C4032 11.4 Group R occupancy exhaust For all exhaust fans<400 cfm in Group R occupancies,indicate in equipment schedule the fan efficacy fan flow rate and efficacy(cfm/watt),or exception taken;refer to Table C403.2.11.4(CE-57) Variable flow capacity- For fan motors z 7.5 hp,indicate method of variable flow control(VSD or equivalent method)in NA C403.2.13 fans equipment schedule,or exception taken;for equivalent method for an HVAC system refer to HVAC System Controls for additional requirements NA C403.2.3 Maximum air cooled chiller For chilled water plants and buildings with>500 tons of cooling capacity,indicate air-cooled capacity chiller capacity is<_100 tons,or exception taken Large capacity cooling For buildings with t 300 tons of cooling capacity,indicate method of multi-stage or variable NA C403.4 systems capacity control(VSD,multiple staged compressors,or max capacity of any single unit<66% of the total) Non-standard water-cooled For water-cooled centrifugal chillers not designed for operation at standard conditions,provide NA C403.2.3.1 centrifugal chillers calculations documenting maximum full load and part load rated equipment performance requirements NA C403.2.13.1 Centrifugal fan open-circuit For open-circuit centrifugal fan cooling towers with z 1,100 gpm capacity,indicate cooling C403.4.3.2 cooling towers towers comply with efficiency requirements for axial fan open circuit cooling towers For single boilers with>500,000 Btu/h capacity,indicate multi-stage or modulating burner NA C403.4.2 Large capacity boiler For boiler system(single or multiple)with>1,000,000 Btu/h capacity,indicate turndown ratio C403.4.2.5 systems per Table C403.4.2.5 and method(multiple single input boilers,modulating boilers,or combination) Variable flow capacity- For pump motors>7.5 hp,indicate method of variable flow control(VSD or equivalent method) C403.2,13 in equipment schedule,or exception taken;for equivalent method for a hydronic system refer NA pumps to H dronic System Controls for additional requirements C403.2.3 Gas and oil-fired forced air For forced air furnaces with capacity 2:225,000 Btu/h and all unit heaters,indicate in furnace and unit heaters equipment schedule intermittent ignition or IID,flue or draft damper,and rated jacket loss C403.2A.8 Combustion heating For combustion heating equipment with output capacity>225,000 Btu/h,indicate modulating NA equipment or staged combustion control C403.2.3.3 Packaged electric heating/ Verify all packaged electric equipment with>6,000 Btu/h cooling capacity and any amount of cooling equipment heating is a heat pump;include in equipment schedules C403.2.12 Heating outside a building Indicate systems providing heating in non-enclosed outdoor occupied spaces are radiant NA systems;refer to HVAC System Controls for additional requirements C403.2.7.1 Kitchen exhaust hoods Indicate on plans the type,duty and exhaust air rate of each kitchen hood,refer to HVAC System Controls for additional requirements Outdoor supply air,exhaust Indicate locations of OSA intake,and exhaust and relief outlet dampers on plans;indicate C403.2.4.3 and relief dampers whether dampers are Class 1 motorized,or gravity and exception taken(include leakage NA rating,cfm/sf);refer to HVAC System Controls for additional requirements for OSA dampers Indicate locations of return air dampers that are integral to economizer operation;verify C403.2,4.3 Return air dampers dampers are motorized;indicate whether dampers are Class 1,or within packaged equipment eligible for leakage rating exception(include leakage rating,cfm/sf) 2015 Washington State Ene :ode Compliance Forms for Commercial,R2 and R3 over i ,ies and all R1-Page 2 of 7 'Mechanical Permit Plans Checklist MECH-CHK 2015 Wash Ion State Enerl Code Compliance Forms for Commercial Buildings including R2&R3 Over 3 atones and all R1 Revised J-a—n—uary 2017 Project Title: Holman Recovery Center Date 7/27/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code,Commercial Provisions, Applicable Location in Building Department (ves,no.na) Code Section Code Provision Information Required-Must be in permit documents Documents Notes C403 2A,3 Stairway and shaft vent Indicate location of stairway and shaft vent dampers on plans;verify dampers are Class 1 dampers motorized;refer to HVAC System Controls for additional requirements NA For systems serving areas>25,000 sf or spanning more than one floor,that include areas that C403,2,4,4 Zone isolation dampers are expected to be occupied non-simultaneously;identify isolation zone areas on plans and locations of associated isolation dampers in HVAC distribution system;refer to HVAC System Controls for additional requirements For cooling systems with humidification equipment that are also required to have air C403,2.3.4 Humidification economizer,indicate humidifier is adiabatic(direct evaporative or fog atomization),or exception taken Additional Efficiency Package Option,More Efficient HVAC Equipment&Fan Performance- Must comply with all 3 provisions to be eligible C406.2.1 To comply with additional efficiency package option,calculate the percentage of heating and M0.2-MO.7 Yes C403.2.3 HVAC system selection cooling equipment in the project(based on output capacity)that do not have a corresponding WSEC listed efficiency;shall be less than 10%to comply C406.2,2 Minimum equipment To comply with additinnal efficient M0.2-MD] Yes p Y y package option,indicate that all listed heating and cooling C403.2.3 efficiency equipment have a rated efficiency that exceeds WSEC listed efficiency by at least 15% C406.2.3 To comply with additional efficiency package option,indicate rated FEG of stand alone fans is z NA CC406*1 3 Minimum fan efficiency 71;indicate these fans are sized so the fan efficiency at design conditions is within 10%of the maximum total or static efficiency HVAC System Controls Indicate locations of thermostatic and humidity control devices and the zones they serve on M1.1 plans,including perimeter system zones Where adjacent(neighboring)zones are controlled by separate thermostats(including N/A perimeter systems used to offset heat gain or loss),and are connected by permanent Thermostatic controls openings>10%of either zone sf area,indicate controls configured to prevent adjacent zones ;403.2,4.1 (thermostats and from operating in conflicting modes(one in heat,other in cool);applies to adjacent perimeter humidistats) zones,adjacent nonperimeter zones,and adjacent perimeter and nonperimeter zones If applying Exception 2 to nonperimeter zones adjacent to perimeter zones,indicate that N/A setpoints and deadband settings in these zones are coordinated so cooling in a nonperimeter zone does not occur until the temperature in that zone is 5°F higher than the adjacent perimeter zone temperature in heating NA C403,2.4.1 1 Heat pump supplementary Indicate staged heating operation with compression as the first stage of heating and heat supplemental heating controlled with outdoor lock-out temperature set to 40°F or less Yes C403.2.4.1.2 Deadband Indicate zone thermostatic controls configured with 5°F minimum deadband for systems that MO.2 control both heating and cooling If separate heating and cooling systems with separate thermostatic control devices are used to Setpoint overlap restriction servo a zone,indicate locations of both thermostatic control devices and the zone they serve NA C403.2,4.1,3 (thermostats) on plans Indicate a limit switch,mechanical stop or DDC control with programming to prevent simultaneous heating and cooling C403.2.4.2 Indicate zone thermostatic controls configured with required automatic setback and manual MO 2 Yes C403.2A.2.1 Automatic setback and override functions,setback temperatures,and control method(automatic time clock or C403.2,4.2.2 shutdown programmable controls);note exceptions taken Yes C403,2.4.2,3 Automatic(optimwn)start Indicate system controls that adjust equipment start time required to bring each area served up MO.2 to design temperature just prior to scheduled occupancy Yes C403.2.4.3 Outdoor supply air dampers Indicate automatic controls configured to close OSA damper during unoccupied equipment MO.2 operation;not including economizer cooling,night flush or IMC required OSA/exhaust NA C403.2.4.3 Stairway and shaft vent Indicate method of activation of stairway and shaft vent dampers(fire alarm or interruption of dampers power) For systems serving areas>25,000 sf or spanning more than one floor,that include areas that NA C4032.4.4 Zone isolation controls are expected to be occupied non-simultaneously;indicate controls that allow for Independent space conditioning of isolation zones;or exception taken NA C403.2.12 Heating outside a building Indicate occupancy sensing or timer switch controls configured to automatically shut off heating system when area served is unoccupied NA C403.2.4.5 Snow melt systems Indicate automatic controls configured to shut off system when pavement temperature exceeds 50°F and no precipitation is falling,and when outdoor air temperature exceeds 40°F NA C403.2.4,6 Freeze protection system Indicate automatic controls to shut off system when outdoor temperature exceeds 40°F,or 'J controls conditions protect fluid from freezing Group R1 hotel/motel For hotels and motels with over 50 guest rooms,indicate automatic controls serving guest FNAC403.2.4.9 guest rooms rooms that are capable of setback(heating)and set-up(cooling)of temperature setpoint by at least 5°F;indicate control method-activated by room entry or occupancy sensor 2015 Washington State E y Code Compliance Forms for Commercial,R2 and R3 ov, Aories and all R1-Page 3 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washin tan State Erw9y Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised January 2017 Project Title: Holman Recovery Center Date 7/27/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code,Commercial Provistons. Applicable Code Section Code Provision Information Required-Must be in permit documents Location in Building Department es,np,na Documents Notes MD C403.2.4.10 Group R2/R3 dwelling For primary space conditioning system,indicate 5-2 programmable thermostats capable of two Yes C403.2.4.11 units,Group R2 sleeping setback periods per day;for all thermostats indicate purpose(heating only,cooling only,or units both),required temperature range and at minimum a 10°F deadband;or exception taken Indicate method of ventilation air delivery(natural or mechanical)for each zone M1.1 If mechanically delivered,indicate that systems are configured to provide not more than 150% MIA Yes C403.2.6 Ventilation of,but at least the minimum required volume of outdoor air to each zone per IMC,ASHRAE C403.2.11.4 62.1 or other applicable code(WAC,OSHA,etc);or exception taken If delivered via natural ventilation,identify required elements per IMC including minimum M1.1 openable area to the outdoors or qualifying adjoining spaces Identify spaces>500 sf with occupant load>25 people/1,000 sf per IMC;for each space Demand controlled indicate whether it is served by an HVAC system with total design OSA>3,000 cfm,and/or NA C403.2.6.2 the system has airside economizer or automatic modulating OSA damper;indicate OSA ventilation controls are configured to provide demand controlled ventilation or provide supporting documentation for applied exception For gyms,classrooms,auditoriums and conference rooms>500 sf,indicate occupancy-based NA C403.2.6.3 Occupancy sensors OSA control when space is unoccupied and method(closes OSA damper or shuts-off equipment);or alternate means provided to automatically reduce OSA when space is partially occupied C403.2.6.4 Enclosed loading dock For enclosed loading docks,indicate ventilation/exhaust system method of activation(gas NA C403.2.6.4.1 ventilation detection system for CO and NO2,or occupancy sensors),and control method(staged or modulating) NA C403.2.6.4 Enclosed parking garage For enclosed parking garages,indicate ventilation/exhaust system activated by gas detection C403.2.6.4.2 ventilation system for CO and NO2,and control method(staged or modulating);or exception taken Provide calculations that show a balanced accounting of total kitchen exhaust(include all NA hoods)with%of:supply air,transfer air from adjacent spaces,and make-up air;if applicable, C403.2.7.1 Kitchen exhaust hoods indicate that direct make-up air to each hood does not exceed 10%of hood exhaust For kitchens with total hood exhaust exceeding 2,000 cfm,indicate exhaust air rate per Table NA C403.2.7.1 and compliance method(DCV,energy recovery,or transfer air that would otherwise be exhausted) NA C403.2.7 2 Laboratory exhaust systems Refer to Systems Requiring Energy Recovery for requirements Variable flow capacity- For HVAC fan motors z 7.5 hp,indicate method of variable flow control(VSD,or equivalent NA C403.2.13 HVAC system fans control method that reduces design air volume by 50%at 1/3 static design pressure);note exception taken DX air handler variable For DX air handlers with economizer and cooling capacity Z 65,000 Btu/h,indicate number of NA cooling stages provided and method(multiple compressors and/or variable speed C403.3.1 coaling control(Under Integrated compressors);indicate minimum displacement(capacity reduction)as%of full load NA Economizer) Indicate control method(cooling capacity controlled in response to space temperature,space temperature controlled by modulating supply airflow,or both) For DX air handling units with cooling capacity a 65,000 Btu/h and evaporative and chilled NA water air handling units with fan z 0.25 hp,indicate whether system is single zone or multiple zone and related control method(cooling capacity controlled in response to space temperature,space temperature is controlled by modulating supply airflow,or both) For mechanical cooling systems(includes DX and chilled water coils)that control cooling NA capacity in response to space temperature-Provide a minimum of two stages of fan control; C403 2 11.5 Fan airflow control Indicate minimum fan speed is s 66%of full speed drawing<_40%of full speed fan power during periods of low cooling or ventilation only For other mechanical cooling systems(includes DX and chilled water coils)that control space temperature by modulating airflow,(in lieu of,or in addition to,controlling capacity in response NA to space temperature)-Provide fan controls for modulating supply airflow;indicate minimum fan speed is s 50%of full speed drawing<_30%of full speed fan power during periods of low cooling or ventilation only;or exception taken NA Provide central and zone level DDC controls as required based on system application, C403.2 4 12 DDC system capabilities capacity or size thresholds and other qualification per Table C403.2.4.12.1 NA Identify all DDC system input/output control points;indicate capability for trending and ra hical display Ducting_ Systems C403 2 8.1 Indicate on plans that all ductwork is constructed and sealed per IMC M0.2 Yes C403 2 8.3 Duct construction For OSA ductwork,also indicate on plans that ductwork meets air leakage requirements per C402.5 and vapor retarder requirements per the IBC M0.2 C403 2.8.3 Duct pressure classifications Identify location of low,medium and high pressure ductwork on plans M0.2 Yes C403.2.8.3.3 High pressure duct leakage Indicate high pressure duct leakage testing requirements on plans;provide test results to test 1jurisdiction when completed I N/A 2015 Washington State Ene, ode Compliance Forms for Commercial,R2 and R3 over 1. es and all R1 -Page 4 of 7 PermitMechanical 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised January 2017 Project Title: Holman Recovery Center Date 7/27/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code,Commercial Provisions. Applicable Code Section F Code Provision Information Required-Must be in permit documents Location in Building Department es,no,na Documents Notes For supply and return ductwork located in unconditioned space or outdoors,indicate R-value of insulation on ductwork on plans;identify climate zone;note exceptions taken C403.2.8.1 For supply ductwork located in conditioned space,identify if design supply temperature is< Yes C403.2.8.2 Duct insulation 550F or>105°F and indicate R-value of insulation on this ductwork on plans;note exception taken M0.2 For OSA ductwork,shafts and plenums,indicate R-value of insulation on these elements on tans per Table C402,1.3 for steel-framed walls;note exception taken M0.2 Piping Systems NA C403,2,9 Piping insulation Indicate design temperature range of fluid conveyed in piping and thickness of insulation(in inches)on hydronic piping plans;or exception taken NA C403.2.9,1 Piping insulation exposed to Indicate method of protection of pipe insulation from damage/degradation on hydronic piping weather 121ans Economizers Identify in equipment schedules on plans or in MECH-EQ forms all cooling systems requiring air economizer controls NA C403 3 Air economizer required Provide MECH-ECONO form indicating systems utilizing air economizer exceptions,including those with water-side economizer in lieu of air economizer;indicate on plans eligible exception(s)taken and measures to comply with exception(s) NA C403,3.1 Integrated economizer Indicate air and water-side economizers are configured for partial cooling operation even operation-air and water where additional mechanical cooling is required to meet the load NA C403,3.2 Economizer heating system Verify control method of HVAC systems with economizers does not increase building heating impact-air and water energy usage during normal operation NA C403.3.3.1 Air economizer capacity Indicate modulating OSA and return air dampers are configured to provide up to 100%OSA for cooling Verify mechanical cooling controls are interlocked with air economizer controls so the outside C403.3.1 air damper remains in 100%open position when mechanical cooling is also required to meet NA C403,3.3.2 Integrated air economizer the cooling load,until the leaving air temperature is<45°F For systems with cooling capacity_65,000 Btu/h,verify that control of economizer dampers is not based only on mixed air temperature;or exception taken NA C403.3.3,3 Air economizer high limit Indicate high limit shut-off control method and required high limit per Table C403.3.3.3 controls For eligible systems where water-side economizer may be provided in lieu of air economizer, NA C403.3.4.1 Water economizer capacity indicate system is capable of 100%design cooling capacity at 50°F db/45°F wb OSA temperatures NA C403,3,4.2 Water economizer Indicate pressure drop across precooling coils and heat exchangers in water economizer maximum pressure drop system do not exceed pressure drop limit NA C403.3.1 DX air handling equipment For DX air handlers with economizer and cooling capacity_65.000 Btu/h,refer to HVAC control System Controls for requirements DX equipment economizer For DX air handlers with economizer and cooling capacity_54,000 Blu/h,pi ovide a fault NA C4032 4 7 fault detection and detection and diagnostics(FDD)system to monitor economizer system operation and report Idiainostics faults Systems Requiring Energy Recovery For systems with design OSA>5,000 cfm,or design supply air cfm and%OSA exceeding the values in Tables C403.5.1(1)or(2),indicate exhaust air ER method;or exception taken with Energy recovery(ER)- supporting calculations NA C403.5,1 ventilation/exhaust For rooms served by multiple systems with aggregate design OSA>5,000 cfm,or aggregate systems design supply air cfm and%OSA exceeding the values in Tables C403,5.1(1)or(2),indicate exhaust air ER method;or exception taken with supporting calculations Indicate ER rated effectiveness that increases OSA enthalpy by z 50%based on delta between OSA and return air enthalpies at design conditions Laboratory exhaust systems For buildings with total lab exhaust>5,000 cfm,indicate method of energy recovery used to NA C403.2 7.2 (energy recovery) pre-condition laboratory make-up air;ER effectiveness(min 25°F);or alternative method per exception(VAV exhaust,semi-conditioned makeup,or CERM calculation) For buildings with pools or spas with water surface area>200 sf,indicate exhaust air ER C404.10.4 Pools and permanent spas method and use of waste heat(preheat ventilation air,pool water or service hot water);or NA (under exhaust systems exception taken C404 11) (energy recovery) Indicate ER system has the rated effectiveness and is configured to decrease the exhaust air temperature at design conditions b _36°F NA C403 52 Energy recovery- For buildings with on-site steam heating systems,indicate condensate water ER steam condensate systems For buildings that use off-site generated steam where condensate is not returned to the source,indicate on-site condensate water ER 2015 Washington State y Code Compliance Forms for Commercial,R2 and R3 ovi Acries and all R1 -Page 5 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings Including R2&R3 over 3 stories and all R1 Revised January 2017 Project Title: Holman Recovery Center Date 7/27/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code,Commercial Provisions. Applicable Code Section Code Provision Information Required-Must be in permit documents Location in Building Department (ves.no.na) Documents Notes For buildings with food service,meat or deli departments that have z 500,000 Btu/h of remote refrigeration capacity for coolers I freezers,indicate condenser ER and use of captured energy (service water heating,space heating,or dehumidification reheating) NA C4035,3 Energy recovery- cooler/freezer condensers For buildings with>_40.000 sf conditioned floor area and with z 1,000,000 Btu/h of remote refrigeration capacity for coolers/freezers,indicate condenser ER and use of captured energy for service water heating and also for space heating,or dehumidification reheating For buildings with 24-hour operation and with>1,500,000 Btu/h of heat rejection capacity and NA C403 5 4 Energy recovery- design service hot water load>250,000 Btu/h,indicate condenser ER to pre-heat service condenser systems water;or exception taken.Provide calculations showing the amount of recovered heat that is utilized 60%of peak heat rejection load or pre-heat service water to 85°F). Hydronic System Controls For hydronic system pump motors z 7.5 hp,indicate method of variable flow control(VSD or equivalent method that requires>_30%design wattage at 50%design fluid flow);note NA C403 2.13 Variable flow control- exception taken C403,42,7 hydronic system pumps Identify whether hydronic coils have DDC controls and associated manner of pump speed control(differential pressure,zone hydronic demand,etc) For boilers that provide building heating,indicate controls that provide heating water temperature setback based on outdoor temperature For heating and chilled water systems t 300,000 Btu/h,indicate systems are configured to C4032,5 Hydronic system setback automatically reset supply water temperature based upon demand;or exception taken. NA If system pump motor hp z 3 hp,also indicate controls automatically reduce flow by a 50%. C403,4,2,4 and part load controls For chilled water systems(z 300,000 Btu/h,pump motor hp i?3 hp)that serve water-cooled unitary air conditioners,indicate VSD or staged pumps in chilled water system and heat rejection loop that reduce pump flow so that one control valve is nearly wide open,or to maintain a minimum differential pressure;or exception taken NA C403A.2 Boiler sequencing Indicate automatic controls that sequence operation of multiple boilers For cooling equipment with hot gas bypass,provide either multiple step unloading or NA C403.4.6 Ho[gas bypass limitation continuous capacity modulation:indicate bypass capacity per Table C403 4 6 NA C403.4,2,2 Two-pipe changeover Indicate changeover deadband(min 15°F),heating/cooling mode scheduling and changeover systems temperature range(limit 30°F) NA C403 4.2,6 Chiller/boiler plant pump Indicate controls are configured to automatically reduce overall plant flow and shut-off flow isolation through individual chillers and boilers when not in use For cooling towers with fan motors z 7.5 hp,indicate VSD and method to adjust fan speed C403.2.13.1.1 Heat rejection equipment- (adjusted based on leaving fluid temperature or condenser temperature/pressure of heat NA C403.4.3.1.1 rejection device) variable flow control C403.4.3.1.2 For multiple-cell heat rejection equipment with VSD,indicate controls that ramp all fans in unison NA C403,4.3,3 Heat rejection equipment- Indicate open-circuit cooling towers with multiple pumps or VSD control are designed so all cooling tower flow turndown cells can be run in parallel NA C403 4.2.3.1 Water loop heat pump- Indicate capability of central equipment to provide minimum 20°F water supply temperature deadband deadband between heat rejection and heat addition modes;or exception taken Water loop heat pump- Indicate type of cooling tower(open-or closed-circuit)in equipment schedule;indicate method NA C403.42.3.2.1 heat rejection equipment, used to limit system heat loss when heat rejection is not needed Zone 4 Water loop heat pump- For open-or closed-circuit cooling towers,provide a heat exchanger that separates the cooling NA C403.4.2.3.2.2 heat rejection equipment, tower and heat pump loop Zone 5 NA C403 4 2 3.3 Water loop heat pump- For hydronic heat pump systems with total system power>10 hp,indicate 2-way isolation solation valves valves on each heat pump and variable flow system control Dedicated Outdoor Air Systems(DOAS)-Optional through 6/30/16,Prescriptive 7/1/2016 For buildings with office,retail,education,library and fire station spaces,identify these spaces Yes C403 6 Dedicated outdoor air on plans;indicate that ventilation air in each occupied space is provided via a DOAS system; C403,6.3 systems or document compliance with C403.6,3 Impracticality;or exception taken(buildings complying with C402,4,1.4 or C406,6 may not utilize exceptions) M0.3.M1.1 For all DOAS systems,indicate exhaust air ER method;or exception taken with supporting NA C403,6,1 Energy recovery ventilation calculations.Indicate ER rated effectiveness that increases OSA enthalpy by z 50%based on with DOAS delta between OSA and return air enthalpies at design conditions. Indicate equipment associated with the delivery of zone level heating and cooling(fans, Heating/cooling system hydronic pumps,primary air dampers,etc)are configured to shut off,and central equipment is Yes C403.6.2 controls with DOAS configured to turn down,when there is no call for heating or cooling in the zone they serve M0,3,M1.1 If applying Exception to heating/cooling fans used for air mixing in the space during deadband periods,include fan watts Der cfm in equipment schedule 2015 Washington State Enei ode Compliance Forms for Commercial,R2 and R3 over 3 as and all R1-Page 6 of 7 PermitMechanical 2015 Washin lon State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised January 2017 Project Title: Holman Recovery Center Date 7/27/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code,Commercial Provisions, Applicable Code Section Code Provision Information Required-Must be in permit documents Location in Building Department (ves,no na) Documents Notes C402 4 1 4 Increased prescriptive NA C403 6 maximum vertical Indicate that all occupied,conditioned spaces are served by a DOAS per C403,6 fenestration area with DOAS Additional Efficiency Package Option,Dedicated Outside Air Systems(DOAS) NA C406 6 Building provided with To comply with additional efficiency package option,indicate that 90%or more of all occupied, DOAS conditioned spaces are served by a DOAS per C403 6 Multiple Zone Air Systems Air systems serving multiple Identify supply air systems serving multiple zones and the zones they serve on plans;indicate NA C403,4,4 whether system is VAV and method of primary air control;or provide supporting zones documentation for applied exception to VAV Provide equipment schedules on plans or MECH-EQ form that list all VAV air terminals and types VAV systems serving For each air terminal include:maximum airflow rates for primary supply air during zone peak NA C403.4.4 multiple zones heating and zone peak cooling;maximum airflow during reheating,recooling or mixing; minimum airflow,rate to maintain required ventilation,and the basis for these values;if IMC or ASHRAE 62.1 multiple zone equation is basis for minimum flow rates,provide calculation on plans NA C403.4.4.1 Single duct VAV terminal Indicate single duct terminal units are configured to reduce primary supply air before reheating units or recooling NA C403,4,4,2 Dual duct systems-terminal For systems with separate warm air and cool air ducts,indicate terminal units are configured to units reduce the flow from one duct to minimum before mixing with air from the other duct Indicate locations of duct static pressure sensors on plans;include at least one sensor per major duct branch;verify_controller setpoint pressure at each sensor is<_1.2 inch w.g. C403.4.1.1 VAV system static NA pressure sensors- Far systems with zone level DDC,indicate controls are configured to monitor zone damper C403,4,1.2 sensors and DDC set points Positions and reset static pressure setpoint based on the zone requiring most pressure;include control logic that automatically detects and generates an alarm if any zone excessively drives reset logic,and allows building operators to exclude zones from reset logic Multiple-zone VAV system For systems with zone level DDC controls,indicate controls are configured to automatically NA C403A.4.3 ventilation optimization reduce outdoor airflow in response to changes in system ventilation efficiency;or exception controls taken NA C403 4 4 4 VAV system supply air reset Indicate controls automatically reset supply air temperature in response to building loads or outdoor air temperature;or exception taken Multiple Zone HVAC Systems,High Efficiency VAV-Required for systems utilizing C403.6 DOAS Exception 2,must comply with all 16 provisions C403.7, Indicate system is configured for 100%air economizer operation and complies with all related NA Item 1 Air economizer economizer requirements per C403.3(without economizer exceptions) NA C403,7, Direct digital controls(DDC) Provide DDC controls for all components of system;identify all DDC system input/output Item 2 control points;indicate capability for trending and graphical display For systems with minimum OSA>2,500 cfm,indicate outdoor airflow monitoring station that NA C403.7, Outdoor airflow measures OSA intake under all load conditions;indicate control sequence that increases or Vern 3 rneasurernent and reduction reduces system OSA cfm based on VAV terminal feedback of ventilation efficiency(per C403.4.4.3 without exceptions)or DCV(per C403,2.62) NA C403 7, Supply airflow measurement For systems with minimum OSA>2,500 cfm,indicate supply airflow monitoring station capable Mru e 4 ur measwing supply air delivered to VAV terminals under all load conditions C403.7, zone isolation and Verify maximum area served by a single HEVAV system is<_50.000 sf,or one entire floor, NA whichever is greater;in addition if a system serves>25,000 sf,that includes areas that are Item 5 maximum area served expected to be occupied non-simultaneous)p p y,indicate zone isolation controls per C403 2 4 4 Interior/exterior zone NA C403 7, design supply air Verify that VAV terminals serving interior cooling driven loads are sized per design supply air Item G temperature that is 5'F higher than VAV terminals serving exteriur zones temperature C403.7. Maximum air terminal inlet Identify air terminals with minimum primary airflow setpoints>50%of maximum setpoint in NA Item 7 velocity equipment schedule or MECH-EQ form;indicate air terminal inlet velocity does not exceed 900 fpm C403,7, Indicate DDC system sequences of operation are designed and configured per ASHRAE GPC NA Item S Sequence of operation 36 NA C4037, Maximum allowable system Verify fan system bhp is<_90%of the bhp limit per Option 2 equation in Table C403.2.11.1(1), Item 9 brake horsepower provide MECH-FANSYS form for each system Indicate all series and parallel terminal fans have electronically commutated motors;indicate NA C403.7, Fan-powered terminal unit DDC control system is configured to vary air terminal fan speed as a function of the load; Item 10 motor and control Indicate fan speed during periods of low healing,low cooling,or ventilation only is<_66%of peak design air flow or provide supporting documentation for applied exception 2015 Washington State Er j Code Compliance Forms for Commercial,R2 and R3 ovs tories and all R1-Page 7 of 7 PermitMechanical 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 8 R3 over 3 stories and all R1 Revised January 2017 Project Title: Holman Recovery Center Date 7/27/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code,Commercial Provisions, Applicable Code Section Code Provision Information Required-Must be in permit documents Location in Building Department (ves no nal Documents Notes C403,7, Application of single duct Indicate VAV terminal types on plans;verify fan-powered terminal units only serve perimeter NA Item 11 and fan-powered terminal zones with envelope loads;verify all other zones are served by single duct terminal units units C403.7, Fan-powered terminal unit Indicate DDC controls are configured to automatically reset the primary supply air cfm setpoint NA Item 12 primary air reset of all fan-powered terminal units to the minimum required to maintain ventilation during occupied heating or deadband,based upon the VAV air handling unit OSA ventilation fraction For spaces>150 sf with occupant density Z 25 people/1000 sf,indicate space is served by a NA C403.7, High occupancy space dedicated terminal unit with DCV control that resets terminal unit ventilation setpoint;also Item 13 controls indicate occupancy sensor control that automatically reduces minimum ventilation to zero and sets back room heating and cooling setpoints by z 50F For server,electronic equipment,telecom or similar spaces with cooling loads>5 W/sf, NA C403.7, Dedicated HVAC systems Indicate spaces are served by independent HVAC systems that are separate from HPVAV Item 14 systems serving rest of building;indicate dedicated HVAC systems have air economizer controls or energy recovery per C403.3 Exception 9 NA Indicate whether systems are served by a high efficiency heating water plant,or a high efficiency chilled water plant If complying via high efficiency heating water plant:Indicate all VAV terminals have hydronic NA heating coils served by heating water system with either gas-fired boilers)with thermal C403,7„ Central plant efficiency efficiency z 90%,air-to-water heat pumps,or heat recovery chillers Item 15 If complying via high efficiency chilled water plant:Indicate all VAV air handlers have cooling coils served by chillers with rated IPLV efficiency that exceeds WSEC listed IPLV by at least NA 25%per Table C403.2.3(7)(note water-cooled IPLV is max,all others are min);indicate smallest chiller or compressor in plant is<_20%of total plant capacity,or provide thermal storage sized fors 20%of total plant capacity C403.7, Fault detection and Indicate DDC system includes a fault detection and diagnostics(FDD)system configured to NA Item 16 diagnostics monitor operation and provide fault reporting of required parameters for all VAV air handlers land VAV air terminal units in the HPVAV system HVAC Equipment Ener¢_v Use Metering HVAC equipment energy For new buildings>50,000 sf and building additions>25,000 sf,verify energy use metering of NA C409 3 1 use metering all equipment used to provide space heating and cooling,dehumidification and ventilation will �Ibe provided per C409:indicate equipment eligible for exception Documentation and System Specific Requirement To Support Commissioning Indicate that all mechanical systems,equipment,and controls for which the WSEC requires NA control functions and /or configuration to perform specific functions are required to be Scope of mechanical commissioned; C408 2 systems commissioning For buildings with z 240.000 Btu/h total output cooling capacity or z 300.000 Btu/h total output NA heating capacity,indicate that all mechanical systems regardless of individual capacity are required to be commissioned;or provide building heating/cooling capacity calculation demonstrating eligibility for exception NA Indicate in plans and specifications that Cx per C408 is required for all applicable mechanical systems; C403 2.10 Include general summary with at a minimum of Items 1 thru 4 of the Cx plan per C408.1 2 NA C408 1.1 Commissioning including:narrative description of activities,responsibilities of the Cx team,schedule of C408.12 requirements in construction activities including verification of project close out documentation per C103.6,and conflict of C408.1,4,2 documents interest plan(if required); C103.6 Include in general summary that a Cx project report or Compliance Checklist(Figure NA C408.1,4,2)shall be completed by the Certified Cx Professional and provided to the owner prior to the final mechanical inspection. Air system and hydronic Indicate in plans that air and fluid flow rates shall be tested and balanced within the tolerances NA C408,2.2 system balancing defined in the specifications;indicate systems shall be balanced in a manner to first minimize throttling losses,then adjusted to meet design flaw conditions NA C408.2.2,1 Air system balancing Indicate devices that provide the capability to balance all supply air outlets,zone terminals and devices air handling equipment requiring system balancing NA C40822.2 Hydronic system balancing Indicate devices that provide the capability to isolate,balance and measure flow across all devices hydronic equipment requiring system balancing including heating and cooling coils and pumps NA C408 23 Functional performance Identify in plans and specifications the intended operation of all equipment and controls during testing criteria all modes of operation,including interfacing between new and existing-to-remain systems Project Close Out Documentation Documentation and project Indicate in plans that project close out documentation and training of building operations Yes C103 6 close out submittal personnel is required for all mechanical components,equipment and systems governed by this requirements code;indicate close out documentation shall include:record documents,08M manuals, applicable WSEC compliance forms and calculations M0.1.MO 2 2015 Washington State End erode Compliance Forms for Commercial,R2 and R3 over t .ies and all R1-Page 1 of 2 Service Water Heating Permit Plans Checklist SWWCHK� 2015 Washington Stale Energy Code Compliance Forms for Commercial Buildings Including R2&R3 over 3 stories and all R1 Revised January 2017 Project Title: Holman Recovery Center Date 7/27/2020 The following information is necessary to check a permit application for compliance with the mechanicial systems and equipment requirements of the Washington State Energy Code,Commercial Provisions- Applicable Code Section Code Provision Information Required-Must be in permit documents Location in Building Department (ves.no,na Documents Notes Equipment-Sizing,Performance and Type Yes C404.2 SWH equipment type and Provide equipment schedule on plans indicating type and capacity;indicate efficiency complies efficiency with required federal standard M0.4,M0,7 For individual SWH equipment serving an entire building with z 1,000,000 Btu/h capacity, indicate thermal efficiency z 90%;or exception taken High input-rated SWH For buildings with aggregate capacity of all SHW equipment z 1,000,000 Btu/h(exclude< NA C404.2,1 systems 100,000 Btu/h equipment from threshold calculation),indicate average capacity weighted thermal efficiency z 90%;or exception taken If applying Exception 1 for site-solar or site-recovered energy,provide calculations and source of annual service water heating energy use estimate N/A C404.4 Heat traps Indicate piping connected to equipment have heat traps on supply and discharge N/A C404.5 Insulation under electric For electric water heaters located in unconditioned spaces or on concrete floors,indicate R-10 water heater insulation under equipment Piping Systems Indicate thickness of piping insulation on plans per Table C403,2,9;verify insulation is provided Yes C404.6 Insulation of piping - from the water heater to the final fixture in a line,from the inlet/outlet piping at water heater to heat trap(up to 8 feet),and on piping that is heat traced;note exceptions taken M0.4 Indicate method of compliance on plans for all piping runs connecting service hot water source NA C404 3 Efficient SWH supply piping to hot water fixture(maximum pipe length or maximum pipe volume method per Table C404,3.1);provide calculations for all piping runs documenting the total length and/or volume Service Water Heating System Controls For circulation systems with dedicated return piping,indicate controls are configured to automatically start pump based on demand for hot water and shut-off pump when there is no C404 7 1 Heated-water circulating demand and when the desired water temperature is met M0.4,P1.1 Yes C404 8 systems For circulation systems with cold water supply piping serving as the return,indicate controls are configured to automatically start pump based on demand for hot water and shut-off pump when there is no demand,or when temperature of water entering the cold water supply pipe is z 104°F M0.4,P1.1 For heat trace systems provided to maintain temperature of service hot water in piping, NA C404,7.2 Heat trace system controls indicate controls are configured to de-energize system when there is no demand for hot water and when the desired water temperature is met NA C404,7,3 Controls for hot water For systems with separate water heater and storage tank,indicate controls are configured to storage limit operation time of pump after end of heating cycle to<_5 minutes For SWH,pool/spa and pressure boosting pump motors z 7.5 hp,indicate method of variable C403 2.13 Variable flow control- flow control(VSD or equivalent method that requires Z 30%design wattage at 50%design fluid NA C403.4,2,7 pumps flow);note exception taken Identify basis of pump speed control(differential or static pressure setpoint,pressure,zone .load demand,etc) Pools and Permanent Spas-Equipment and Controls(Sections are under C404.11) Pool heating equipment Provide equipment schedule on plans indicating type and capacity for all pool heating NA C404.10.1 efficiency equipment;indicate efficiency complies with required federal standard;for heat pump water heaters indicate COP z 4 NA C403.2,13 P�mP le flow control- Refer to Service Water Heating System Controls C404.10.1 Indicate automatic on/off control based on scheduling and readily accessible on/off switch NA C404.10.2 Pool heater on/off controls on heater that operates independent of thermostat setting;note exceptions taken For all pools and in-ground permanent spas,indicate a vapor retardant cover on plans NA C404.10.3 Pool covers For all pools and in-ground spas heated to>90°F,indicate cover shall include insulation>_R- 12 NA C404 10.3 Pool assembly insulation For all pools and in-ground spas heated to>90°F,Indicate on plans that sides and bottom are provided with insulation>_R-12 NA C404.12 Energy consumption of Indicate portable spa complies with Association of Pool and Spa Professionals APSP-14 portable spas 2015 Washington State Erb y Code Compliance Forms for Commercial,R2 and R3 011(—,tories and all R1-Page 2 of 2 Energy Recovery(ER)Systems-Service Water Heating and Pool Systems C404.10.4 For buildings with pools or permanent spas with water surface area>200 sf,indicate exhaust Pools and permanent spas air ER method and use of waste heat(preheat ventilation air,pool water or service hot water); NA (Section exhaust systems or exception taken under C404.11) (energy recovery) Indicate ER system has the rated effectiveness and is configured to decrease the exhaust air temperature at design conditions by>_36°F For buildings with food service,meat or deli departments that have z 500,000 Btu/h of remote refrigeration capacity for coolers/freezers,indicate if condenser ER will be used to pre-heat NA C403.5.3 Energy recovery- service water cooler/freezer condensers For buildings with z 40,000 sf conditioned floor area and with z 1,000,000 Btu/h of remote refrigeration capacity for coolers/freezers,indicate if condenser ER will be used to pre-heat service water For buildings with 24-hour operation and>1,500,000 Btu/h of heat rejection capacity and NA C403 5.4 Energy recovery- design SWH load>250,000 Btu/h,indicate condenser ER to pre-heat service water;or condenser systems exception taken.Provide calculations showing the amount of recovered heat that is utilized (60%of peak heat rejection load or pre-heat service water to 85°F). NA C404 10 Drain water heat recovery For systems incorporating drain water ER,indicate system design complies with CSA B55.2 units (or CSA 55.1 for Group R);indicate potable waterside pressure loss at design flow is<10 psi Service Water Heating Energy Use Metering NA C404 9 ESW�H nergy usage in For Group R-2 multi-family buildings with central SWH systems,provide metering of hot water g units energyusage per dwellingunit;indicate meteringand data reportingmethod quipment energy use For new buildings>50,000 sf and building additions>25,000 sf,with total SWH equipment NA C409 3 2 capacity z 50 kW(z170,600 Btu/h),verfiy energy use metering of all SWH equipment will be g provided per C409 Additional Efficiency Package Option,Reduced Energy Use In Service Water Heating-Must comply with both provisions to be eligible To comply with additional efficiency package option,verify that z 90%of the conditioned floor NA C406 7 1 Eligible building type area of the building is one or more of the occupancies identified in this section,OR; Provide whole building energy analysis per C407 that demonstrates the SWH load in the puildin is z 10%of total building energy loads To comply with additional efficiency package option,provide documentation that verifies z 60%of building annual SWH energy is provided by high efficiency sources(heat pump water NA C40 7 2 heater with COP z 3,waste heat recovery,solar water-heating system); C403 5.4 Load fraction For buildings with 24-hour operation and with>1,500,000 Btu/h of heat rejection capacity and design service hot water load>250,000 Btu/h(per C403.5.4);provide documentation that verifies z 100%of building annual SWH energy is provided by condenser energy recovery or other high efficiency source Documentation and Specific System Requirements to Supporting Commissioning Indicate that all SWH equipment and controls for which the WSEC requires control functions Scope of service water and/or configuration to perform specific functions are required to be com miss ioned;+D7 NA C408 4 heating systems commissioning For buildings where the largest SWH system has?200,000 Btu/h total output capacity, indicate that all SWH systems regardless of individual capacity are required to be commissioned. Indicate that all pool and permanent spa water heating systems regardless of individual capacity are required to be commissioned; Scope of pool and NA C408 4 1 3 permanent spa systems Indicate that energy recovery equipment that heats pool water regardless of capacity is commissioning required to be commissioned; Identify all pool heating and energy recovery equipment and controls that the WSEC defines as being capable of and/or configured to perform specific functions. Indicate in plans and specifications that Cx per C408 is required for all applicable service water heating systems; C404.13 Include general summary with at a minimum of Items 1 thru 4 of the Cx plan per C408.1.2 C408,1 1 Commissioning including:narrative description of activites,responsibilities of the Cx team,schedule of NA C408.1.2 requirements in construction activities including verification of project close out documentation per C103.6,and conflict of C408.1A.2 documents interest plan(if required); C103.6 Include in general summary that a Cx project report or Compliance Checklist(Figure C408.1 A.2)shall be completed by the Certified Cx Professional and provided to the owner prior to the final mechanical inspection. NA C408.4 1 Functional performance Identify in plans and specifications the intended operation of all equipment and controls during testing criteria all modes of operation,including interfacing between new and existing-to-remain systems Project Close Out Documentation Documentation and project Indicate in plans that project close out documentation and training of building operations Yes C103 6 close cut submittal personnel is required for all SWH components,equipment and systems governed by this code; indicate close out documentation shall include:record documents,O&M manuals,applicable requirements WSEC compliance forms and calculations M0.4 2015 Washington State En(. ,'Code Compliance Forms for Commercial, R2 a, .6 over 3 stories and all R1 Economizer Exceptions • • 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised January 2017 Project Title: Holman Recovery Center Date 7/27/2020 All cooling systems shall be configured to provide air economizer operation,regardless of For Building Dept.Use system capacity,for new construction and mechanical system alterations.Various exceptions to this requirement are available.Identify all systems that an economizer exception will be applied to and additional information as noted below. Economizer ECONOMIZER EXCEPTIONS-NEW CONSTRUCTION AND ADDITIONS Lighting+ Exception Exp 1 Cooling equipment serving spaces that are provided with a dedicated System ID Equipment outdoor air system(DOHS)per C403.6.Spaces served shall have year- Loads(W/sf) Summary round design cooling loads from lights and equipment less than 5 watts per square foot. Exp 2 Single zone unitary or package systems with dehumidification that affect System ID other systems such that air economizer would increase energy consumption. Refer to Section C403.3 for descriptions of Exp 3 High efficiency single zone unitary or packaged systems.Equipment System ID economizer cooling efficiency shall be better than the WSEC required minimum provisions and efficiency by at least 64%in Climate Zone 4C and 59%in Climate Zone 5B exceptions. For per Table C403.3. alterations refer to Section Exp 4 Equipment that provides hydronic chilled water for chilled beams and System ID and Table C503.4. chilled ceiling systems that is served by a water economizer system per Table C403.3.4 in lieu of air economizer. Exp 5 Water-source heat pumps with heat recovery. Heat pump efficiency shall System ID be 15%better than WSEC required minimum efficiency.Provide at minimum 60%air economizer.Energy recovery to preheat OSA shall have at least 50%effectiveness.Additional system requirements apply. Exp 6 Cooling equipment serving Group R occupancies.Per unit limit Equipment Cooling is less than 20,000 Btu/h cooling capacity for equipment installed System ID Capacity outdoors or in a mech room adjacent to the outdoors.For cooling Location (Btu/li) equipment installed in other locations the unit limit is less than 54,000 Btu/h.Efficiency shall be 15%better than WSEC required minimum efficiency. Exp 7 Variable refrigerant flow(VRF)systems with energy recovery.Outdoor Outdoor Unit Cooling unit shall be a reverse-cycle heat pump with variable speed System ID Capacity compressor(s)and condenser fan(s).Outdoor unit cooling capacity shall (Btulh) be not less than 65,000 Btu/h.Energy recovery to preheat outdoor air FCU-1-27 72,000 shall have at least 50%rated effectiveness.System shall be capable of providing simultaneous heating and cooling by tranferring recovered energy from zone(s)in cooling mode to other zone(s)that are in heating mode. Exp S Cooling equipment serving Controlled Plant Growth Environments. System ID SEER,EER,& Equipment cooling efficiency shall be better than WSEC required IEER minimum efficiency by at least 20%.Not eligible:unitary and applied heat pumps. Exp 9 Cooling equipment with energy recovery.Spaces served shall have Lighting+ year-round design cooling loads from lights and equipment greater than System ID Equipment 5 watts per square foot.Energy recovery system shall utilize recovered Loads(W/sf) energy for on-site space heating or preheating of service hot water. Provide calculations to the code official that demonstrate the amount of recovered energy used for on-site heating purposes is equivalent to the annual energy that would be saved by the cooling system with air economizer per C403.3. 2015 Washington State E gy Code Compliance Forms for Commercial, R2, J R3 over 3 stories and all R1 Economizer Exceptions, cont. • • 2015 Washinaton State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised January 2017 Project Title: Date 7/27/2020 ECONOMIZER EXCEPTIONS-NEW CONSTRUCTION AND ADDITIONS,CONTINUED Comp Economizer Exp 10 Cooling equipment for dedicated server,electronic equipment or Cooling telecom switch rooms. Per building limit for this exception is System ID Optliance ion Capacity Exception 240,000 Btu/h cooling capacity or 10%of required building air (Btu/h) Summary economizer capacity,whichever is greater. Part load control FCU-28 Option a 24.000 required over 85,000 Btu/h.Additional requirements apply. Option a-Cooling equipment efficiency shall be 15%better than the WSEC required minimum efficiency.. Option b-Waterside economizer required.Cooling equipment efficiency shall be 5%better than the WSEC required minimum efficiency. Option c- Waterside economizer required.All cooling equipment is subject to ASHARE Standard 127. Total Claimed Exempt Capacity: 24,000 Refer to Section Total building air economizer capacity(if claimed>240 kBtu/h): C403.3 for descriptions of Alternate Exp 10 Capacity Limit: economizer ECONOMIZER EXCEPTIONS-MECHANICAL SYSTEM ALTERATIONS OR REPLACEMENT provisions and System ID Alt.Strategy exceptions. For C503.4 Pre-approved design alternative to full compliance with air economizer alterations refer Exp 1 requirement.An alternative for mechanical system alterations where existing to Section building constraints make full compliance with air economizer requirement C503.4 and impractical.Provide calculations to the code official that demonstrate the Table C503.4. proposed alternate design strategy provides similar energy savings to the annual energy that would be saved by the cooling system with air economizer per C403.3. ECONOMIZER EXCEPTIONS-SIMPLE SYSTEMS Cooling C503.4 Qualifying small equipment.Per unit limit less than 33,000 Btu/h.Per System ID Capacity Exp 2 building limit for this exception is 72,000 Btu/h cooling capacity or 5%of (Btu/h) required building air economizer capacity,whichever is greater.Cooling equipment efficiency shall be 15%better than WSEC required minimum efficiency.Not eligible:non-unitary equipment,unitary equipment installed outdoors or in mech room adjacent to outdoors,equipment installed during new construction,shell-and-core construction,or initial tenant improvement. Total Claimed Exempt Capacity: Total building air economizer capacity(if claimed>72,000 Btu/h): Alternate C503.4 Exp 2 Capacity Limit: C503.4 Equipment that provides hydronic chilled water for chilled water terminal Cooling Exp 3 units.Equipment part load cooling efficiency(IPLV)shall be better than System ID Capacity WSEC required minimum efficiency by at least 25%.Per building limit (Btu/h) for this exception is 480,000 Btu/h cooling capacity or 20%of required building air economizer capacity,whichever is greater.Chilled water terminal units serving Group R occupancies are not included in the building capacity total. Total Claimed Exempt Capacity: Total building air economizer capacity(if claimed>480,000 Btulh): Alternate C503.4 Exp 3 Capacity Limit: Table Compliance Options for alteration or replacement of existing System ID Equipment Compliance C503.4 mechanical cooling equipment per Table C503A. Refer to table Type Path and all applicable table footnotes for full requirements.Applies to the following retrofit conditions: Option a-Any new or replacement equipment Option b-Replacement equipment of same type with same or smaller cooling output capacity. Option c-Replacement equipment of same type with large cooling output capacity. Option d-New equipment added to existing system or replacement equipment that is different than existing being replaced. 2015 Washington State En. _J Code Compliance Forms for Commercial, R2 L rR3 over 3 stories and all R1 Mechanical Fan System ■ ower Allowance MECH-FANSYS-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised January 2017 Project Title: Holman Recovery Center Date 7/27/2020 For Building Dept. Use HVAC Air Distribution System Schedule List all HVAC systems that have the capability to provide heating and/or cooling to the spaces they serve. Fan Power System or System Total Calculation Primary Supply Speed Control Description Nameplate HP Required Fan ID (Note 1) (Note 2) (Note 3) (Note 4) FCU-1 CV Constant volume fan coil 0.054 No FCU-2 CV Constant volume fan coil 0.054 No FCU-3 CV Constant volume fan coil 0.054 No FCU-4 CV Constant volume fan coil 0.054 No FCU-5 CV Constant volume fan coil 0.054 No FCU-6 CV Constant volume fan coil 0.054 No FCU-7 CV Constant volume fan coil 0.054 No FCU-8 CV Constant volume fan coil 0.054 No FCU-9 CV Constant volume fan coil 0.054 No FCU-10 CV Constant volume fan coil 0.054 No FCU-11 CV Constant volume fan coil 0.054 No FCU-12 CV Constant volume fan coil 0.054 No FCU-13 CV Constant volume fan coil 0.054 No FCU-14 CV Constant volume fan coil 0.054 No FCU-15 CV Constant volume fan coil 0,054 No FCU-16 CV Constant volume fan coil 0.054 No FCU-17 CV Constant volume fan coil 0.054 No FCU-18 CV Constant volume fan coil 0.054 No FCU-19 CV Constant volume fan coil 0,054 No FCU-20 CV Constant volume fan coil 0.054 No FCU-21 CV Constant volume fan coil 0.054 No FCU-22 CV Constant volume fan coil 0.054 No FCU-23 CV Constant volume fan coil 0.054 No FCU-24 CV Constant volume fan coil 0.054 No FCU-25 CV Constant volume fan coil 0.054 No FCU-26 CV Constant volume fan coil 0.054 No FCU-27 CV Constant volume fan coil 0.054 No FCU-28 CV Constant volume fan coil 0.054 No Note 1-Constant Volume(CV), Variable Air Volume(VAV),or Hospital/Lab CV system that qualifies for VA budget per C403.2.11.1 Exception 1. Single zone VA systems shall comply as CV. Note 2-Describe system type and list all fans(or groups of fans)associated with the delivery and removal of conditioned air by the system.Include all supply,return/relief,exhaust and exhaust hoods(>1 hp),make-up air,dedicated outside air(DOHS),booster fans,and series fan-powered terminals. VA parallel fan-powered terminals and economizer relief fans do not need to be included if the fans do not operate at peak conditions. Note 3-Enter the total nameplate hp of all fans associated with the delivery and removal of conditioned air by the system. Note 4-This form automatically identifies whether a MECH-FANSYS form is required to demonstrate compliance with the fan power allowance(Yes), or this information is not required because the system has a combined total nameplate motor hp that is 5 hp or less(No) MECH-FANSYS Forms A MECH-FANSYS form shall be provided for each system with total nameplate hp greater than 5 hp.Select(Add Fan System Form)to generate an additional form. Added forms can be deleted with button in cell E32 of the added form. 2015 Washington State L gy Code Compliance Forms for Commercial, R2. J R3 over 3 stories and all R1 2015 Washington State En' ,'Code Compliance Forms for Commercial, R2 a. 6 over 3 stories and all R1, Pesign Load Calculation Summary MECH-LOAD-CALC 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all RRevised January 2017 Project Title: Holman Recovery Center Date 7/27/2020 The following information shall be included in the load calculation program summary submitted with For Building Dept.Use the permit documents. If a load calculation summary is not available,provide the required information below, Heating Design Cooling Design Load in Btu/h(Note Load in Btu/h(Note Calculation Method Equip.ID Area(s)Served 1) 1) (Note 2) Notes FCU-1 FITNESS 19,300 14,400 Computer sizing software FCU-2A/B GREAT ROOM 72,000 66,000 Computer sizing software FCU-3 KITCHEN 19,000 16,000 Computer sizing software FCU-4 BREAK ROOM 11,000 12,000 Computer sizing software FCU-5 UA COLLECTION 7,000 8,000 Computer sizing software FCU-6 WAITING 22,000 23,000 Computer sizing software FCU-7 OFFICE/COPY 8,000 95,000 Computer sizing software FCU-8 GROUP ROOMS 51,500 53,200 Computer sizing software FCU-9 COUNELOR OFFICES 7,100 8,500 Computer sizing software FCU-10 GROUP ROOM/OFFICE 22,300 23,500 Computer sizing software FCU-11 EXECUTIVE/OFFICE 11,200 13,200 Computer sizing software FCU-12 LIBRARY/SANCTUARY 22,100 23,400 Computer sizing software FCU-13 LAUNDRY 7,000 7,300 Computer sizing software FCU-14 CORRIDOR-129 16,500 18,300 Computer slzing software FCU-15 CORRIDOR-150 15,700 17,400 Computer sizing software FCU-16 SINGLE UNIT 6,500 7,100 Computer sizing software FCU-17 SINGLE UNIT 6,500 7,100 Computer sizing software FCU-18 DOUBLE UNIT 6,800 7,300 Computer sizing software FCU-19 DOUBLE UNIT 6,800 7,300 Computer sizing software FCU-20 DOUBLE UNIT 6,800 7,300 Computer sizing software FCU-21 DOUBLE UNIT 6,800 7,300 Computer sizing software FCU-22 DOUBLE UNIT 6,800 7,300 Computer sizing software FCU-23 DOUBLE UNIT 6,800 7,300 Computer sizing software FCU-24 DOUBLE UNIT 6,800 7,300 Computer sizing software FCU-25 DOUBLE UNIT 6,800 7,300 Computer sizing software FCU-26 SINGLE UNIT 6,500 7,100 Computer sizing software FCU-27 SINGLE UNIT 6,500 7,100 Computer sizing software 2015 Washington State rdy Code Compliance Forms for Commercial, Rr R3 over 3 stories and all R1 FCU-27 ECR 24,000 Computer sizing software Note 1-Design load shall account for the building envelope,lighting,ventilation and occupancy loads of the space(s)served by the mechanical system.Heating and cooling loads shall be adjusted to account for load reduction achieved by an energy recovery system,if applicable. Note 2-Computer load calculation program, worksheet(identify source),or equivalent computation procedure in accordance with ASHRAE Standard 183. 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Parcel#:31052800201500 Valuation: 65000.00 OWNER APPLICANT CONTRACTOR RGB LLC Grandview North,LLC GRANDVIEW NORTH LLC 220 146TH PLACE SE PO Box 159 PO BOX 159 MILL CREEK,WA 98012 Arlington,WA 98223 ARLINGTON,WA 98223 360-435-717 360-435-7171 LIC:GRANDNL013KP EXP:07/02/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP., LIC#: EXP; JOB DESCRIPTION PERMIT TYPE: Commercial Plumbing CODE YEAR: 2015 STORIES: l CONST.TYPE: VB DWELLING UNITS: OCC GROUP: I-1 BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE,LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED fN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By tC CONDITIONS J�v ADHERE TO APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTIONS.CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/03/2020 Processingfrechnology Fee $25.00 12/03/2020 Backflow Assembly $25.00 12/03/2020 Bath/Shower or Shower Only $45.00 12/03/2020 Building Main Waste $25.00 12/03/2020 Clothes Washer $45.00 12/03/2020 Drinking Fountain $30.00 1 2/0312 02 0 Floor Drain/Laundry Tray $90.00 12/03/2020 Grease Interceptor $75.00 12/03/2020 Hose Bib/Roof Drains $60.00 12/0312020 IceindW I Rerflyurator $15,00 12/0312020 Lavatory $300.00 12/0312020 Plumbing Base $25.00 12/03/2020 Plumbing Misc. $15.00 12/03/2020 Sinks/Toilets/Urinals/Disposal $300.00 12103/2020 Water Heater $25.00 12/03/2020 Plumbing Commercial Plan Review $732.15 Total Due: $1,832.15 Total Payment: $0.00 Balance Due: $1,832,15 CALL FOR INSPECTIONS Call by 3:30 pm for next day Inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,an¢whether you prefer morning or afternoon CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3366 16415 Smokey Point Blvd PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 31052800201500 Valuation: 65000.00 OWNER APPLICANT CONTRACTOR RGB LLC Grandview North,LLC GRANDVIEW NORTH LLC 220 146TH PLACE SE PO Box 159 PO BOX 159 MILL CREEK,WA 98012 Arlington,WA 98223 ARLINGTON,WA 98223 360-435-717 360-435-7171 LIC:GRANDNL013KP EXP:07/02/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Plumbing CODE YEAR: 2015 STORIES: 1 CONST. TYPE: VB DWELLING UNITS: OCC GROUP: I-1 BUILDINGS: I OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By lVate CONDITIONS ADHERE TO APPROVED PLAT APPROVED JOB COPY SHALL BE ONSIT_ )R CONSTRUCTION AND INSPECTIONS. CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/03/2020 Processing/Technology Fee $25.00 12/03/2020 Backflow Assembly $25.00 12/03/2020 Bath/Shower or Shower Only $45.00 12/03/2020 Building Main Waste $25.00 12/03/2020 Clothes Washer $45.00 12/03/2020 Drinking Fountain $30.00 12/03/2020 Floor Drain/Laundry Tray $90.00 12/03/2020 Grease Interceptor $75.00 12/03/2020 Hose Bib/Roof Drains $60.00 12/03/2020 Icemaker/Refrigerator $15.00 12/03/2020 Lavatory $300.00 12/03/2020 Plumbing Rase $25.00 12/03/2020 Plumbing Misc. $15.00 12/03/2020 Sinks/Toilets/Urinals/Disposal $300.00 12/03/2020 Water Heater $25.00 12/03/2020 Plumbing Commercial Plan Review $732.15 Total Due: $1,832.15 Total Payment: $0.00 Balance Due: $1,832.15 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit#: 3366 Permit Date: 08/06/20 Project Name: Holman Recovery Center Site Address: 16415 Smokey Point Blvd. Company/Applicant Name: Grandview North, LLC Company/Applicant Address: PO Box 159 City, State, Zip: Arlington, WA 98223 Contact: Debbie Whitis Phone: 360-435-717 Email: debbie@grandviewinc.net Permit Type `P,lurnbrig ) Valuation: 0.00 Square Feet: 14216 Number of Stories: 1 Type of Construction: VB Occupancy Type: Scope of Work: New rehabilitation center MIC/Opportunity Zone: Permit Issued: Permit Expires: 01/27/2021 DNU: Status: 1N PROCESS Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052800201500 UNKNOWN UNKNOWN RGB LLC 910 Undeveloped (Vacant)Land Contractors Contractor Primary Contact Phone Address Contractor Type License License# GRANDVIEW NORTH SCOTT 360-435-7171 PO BOX 159 APPLICANT Labor& GRANDNL013KP LLC WAMMACK Industries Plan Reviews Date Review Type Description Assigned To Review Status 08/06/2020 Commercial Plumbing Building In Review 08/06/2020 Commercial Plumbing PW Admin Rev In Review 08/06/2020 Commercial Plumbing No comments Marsyville water.Gus PW-Wat-Rev Approved 08/06/2020 Commercial Plumb �l PW-Sew-Rev In Review Fees Fee Description Notes Amount Processing/Technology Fee $25.00 Backflow Assembly $25.00 Bath/Shower or Shower Only $45.00 Building Main Waste $25.00 Clothes Washer $45.00 Drinking Fountain $30.00 Floor Drain/Laundry Tray $90.00 Grease Interceptor $75.00 Hose Bib/Roof Drains $60.00 Icemaker/Refrigerator $15.00 Lavatory Toilet&Sink Only $300.00 Plumbing Base Permit Fee $25.00 Plumbing Misc. Not otherwise specified Dishwasher $15.00 Sinks/Toilets/Urinals/Disposal Sinks-Kitchen,Bar,Service,Bath, $300.00 Handwash Water Heater Tank or Tankless $25.00 Plumbing Commercial Plan Review Table 4-6;65%of permit fee $0.00 Total S 1,100.00 Notes Date Note Created By: 08/06/2020 Emailed Debbie for valuation. Kristin Foster Uploaded Files Date File Name 08/06/2020 7120301-3366 Application.pdf 08/06/2020 7120300-3366 Plans.pdf COMMERCIAL PLUMBING APPLICATION 1 , Community&Economic Development City of Arlington •18204 59th Ave NE•Arlington,WA 98223• Phone (360) 403-3551 WHEN is a PLUMBING PERMIT REQUIRED? The City of Arlington requires a plumbing permit before a plumbing system or fixture is installed, altered, or remodeled. This includes commercial, tenant improvements, multi-family buildings, roof drains, and overflows, medical gas systems, commercial kitchens, grease traps and interceptors, sumps and cross connection backflow devices. The City of Arlington does not require a pennit to stop leaks or clear stoppages,unless the piping is repaired,altered or replaced. SUBMIT ELECTRONIC FILES AND TWO (2) COPIES OF THE FOLLOWING FOR PLAN REVIEW: Plumbing plans or drawings. (Minimum plan size is 18"X 24'scale,1/"scale for details.) Cd Fixture specifications and equipment(cut sheets)with locations. Wr Location and type of all backflow assemblies for each Fixture. IN ADDITION TO ABOVE,SUBMIT TWO(2) COPIES OF THE FOLLOWING,IF APPLICABLE TO YOUR PROJECT: Gd Calculations for Grease Interceptor. ❑ Pipe size and location of sanitary and potable water systems. ❑ Riser diagram of waste,vent,and rainwater systems,including sizes. ❑ Medical gas piping riser diagram,type of gas,storage room and size of piping. Type of Permit: Ca New Installation ❑ Addition/Alteration/Repair ❑ Industrial Property Address: 16415 Smokey Point Blvd Project Valuation: 1,421,600.00 Lot#: Parcel ID No.: 31052800201500 Preferred Contact: i Owner 7Contractor Project Description: 14,216 scl ft single story building for a 32 bed recovery center with associated parking Owner Naive: Grandview North, LLC Office No.: 360-435-7171 Email Address: gv@grandviewinc.net Cell No.: 425-359-5630 Mailing Address, PO BOX 159 City: Arlington State: WA Zip: 98223 Contractor Name: Grandview North LLC Office No.: 360-435-7171 Email Address: debbie@grandviewinc.net Cell No.: 360-435-7171 Mailing Address. PO BOX 159 City: Arlington State: WA Zip. 98223 L&.IContractorLicenseNumber: GRANDNLO13KP Expiration Date: 7/13/2021 RLw1.2020 Page 1 of3 i PLUMBING PERMIT FEES(per fixture Commercial plumbing permits are required to submit line drawings.A plan review fee of 65% per Table 4-6 for plumbing permits will be assessed at time of submittal.Includes two(2)inspections with ermi L Tvve of Fixture No.of Fixtures Cost per Fixture Subtotal Additional Plan Review fees x $75.00 = Alteration/repair piping x $15.00 = Backflow Assembly 1 x $25.00 = 25.00 Base Plumbing Fee $25.00 $25.00 Bath Shower Combo 3.' x $15.00 - 45.00 Building Main Waste 1� x $ 25.00 = 25,00 Clothes Washer 34 x $15.00 = Dishwasher 1® x $15.00 = 15.00 -Drinking Fountain 2 x $15.00 = 00.00 Floor Drains 6 x $15.00 = 90.00 Grease Interceptor l,- x $75.00 = 75.00 Grease Trap x $25.00 = Hose Bibb 4-' x $15.00 = 0.00 Icemaker Refrigerator 1.-- x $15.00 = .15.00 Irrigation- per meter x $25.00 = Kitchen Sink&Disposal 3 -- x $15.00 = 45.00 Laundry Tray x $15.00 = Lavatory 20 x $15.00 300.00 Med Gas Pi in <_ 5 inlets outlets x $60.00 = Med Gas Piping> 5 inlets/outlets (plus<_ 5 x $ 5.00 = inlets outlets Miscellaneous- regulated by plumbing x $15.00 = code,not otherwise specified Pretreatment Interceptor x $15.00 = Re-inspection Fee all x $75.00 = Roof Drains x $15.00 = Shower(only) x $15.00 = Sink bar,service,etc. x $ 15.00 = Toilets 17.e x $15.00 = 1255.00 Urinal x $15.00 = Vacuum Breakers x $25.00 = Water Heater x $25.00 = Water Heater Tankless x $25.00 = Permit Fee Table 4-6; Plan Review Fee Processing/Technology Fee $25.00 Total REV1.2020 Page 2 of3 a PROPOSED BUILDING USE (3 New ❑ Restaurant ❑ Automotive Based ❑ Addition/Alteration ❑ Office ❑ Machine Shop ❑ Industrial ❑ Medical ❑ Other: CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply. ❑ Ice Machine ❑ Dialysis Equip. ❑ Air washers ❑ Coffee Urn/Espresso ❑ Hydrotherapy Equip. ❑ Steam Generators ❑ Carbonated Bev. ❑ Dental Equip. ❑ Dye Vats ❑ Fuume Hoods ❑ Laboratory Equip. ❑ Pressure Washers ❑ Degreasers ❑ Autoclave/Sterilizers ❑ Cooling Towers ❑ Hot Tub/Spa ❑ Decorative Fountain ❑ Fire Sprinkler ❑ Aquarium ❑ Swimming Pools ❑ Sprinkler w/chemicals (� Lawn Irrigation ❑ Well on property ❑ Other: WASTEWATER DISCHARGE Does the plumbing system currently have a grease ❑ Yes No ❑ Don't Know interceptor? Does the plumbing system currently have an oil/water ❑separator? Yes ❑ No ❑ Don't Know Is water used in the business process (washing,rinsing, ❑ Yes ❑ No ❑ Don't Know cooling)? Does your business require a NPDES permit? ❑ Yes 0 No ❑ Don't Know I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington. _-o�eGwCLr� I Debbie Whitis July 28,2020 Signature Print Print Name Date I�OIt "' l�l�USE ONLY Received JUL 2 9 2020 — PERMIT#1 — ACCEPTED BY: - - DATE STAMP - REs"V1.2020 Page 3 of3 i, COMMERCIAL APPLICATION �.� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code (IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code (IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 Uniform Plumbing Code(UPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2017 Accessible&Usable Buildings and Facilities(ICC/A117.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 110 miles per hour(Exposure B) Ground Snow Load: 25 pounds per square foot Seismic Zone: D1 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided.(IBC Table 1804.2& IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line,or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 11/2019 Page 2 of 9 r J i COMMERCIA APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. SITE PLAN- REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners (or two identifiable locations for irregular plan shapes). 5. Show building setbacks,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour fines. 9. Show the location of all existing underground utilities,including water,sewer, gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. ARCHITECTURAL DRAWINGS 1. ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation (show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. ❑ Floor Plan a) Plan view 1/8"minimum scale.Details a minimum Y4-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. REV 11/2019 Page 3 of 9 i i COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 j) Show the location of all new walls, doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors, windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum 'K-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4, Framing Plan a) Specify the size,spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings, headroom,handrail and guardrail dimensions 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. WASHINGTON STATE ENERGY CODE 1.One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 11/2019 Page 4 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development eP Y P City of Arlington• 18204 59th Ave NE • Arlington,WA 98223• Phone(360) 403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are Issued separately.Mechanical,electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be Issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information,please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 11/2019 Page 5 of 9 COMMERCIAL APPLICATION "4` iG�"c PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED lNYDER THE 1RC. THIS APPLICATION MUST BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBUTTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project:Holman Recovery Center Valuation; 1,421,600.00 Project Address: 16415 Smokey Point Blvd Arlington, WA 98223 Parcel ID#: 31052800201500 Legal Description 7 AC OF S 528FTOF NW1/4 LESS CO RD LESS Owner: Grandview North LLC Phone Number: 360-435-7171 Address: PO BOX 159 City:Arlington State:WA Zip Code:98223 Engineer:Glenn Wells Phone Number: 360-652-4553 Cell Phone E-mail: glennwellsarchitect(a)gmail.com Address: 324 West Bay Dr Suite 102 City:Olympia State:WA Zip Code:98223 General Contractor:Grandview North, LLC Phone Number:360-435-7171 Cell Phone: 425-359-5630 E-mail: gv@graandviewinc.net Address:PO BOX 159 City:Arlinntnn State: WA Zip Code: 98223 Contractor's License Number:GRAN D N L013KP Expiration:7/13/2021 Contact Person: Debbie Whitis Phone Number: 360-435-7171 Cell Phone: 360-435-7171 E-mail: debbie@grandviewinc.net Address: PO BOX 159 City:Arlington State: WA Zip Code: 98223 Proposed Scope of Work:14,000 sf single story building with a 32 bed recovery center and associated parking REV 11/2019 Page 6 of 9 G1T� 41, COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 Project Name/Tenant Holman Recovery Center Site Address16415 Smokey Point Blvd Bldg/Unit/Suite IBC Construction Type VB IBC Occupancy Type B/A-2 R-1 Description of Use 32 bed rehabilitation center Building Square Footage 14,216 Number of Stories 1 Square Footage Per Floor14,216 Will there be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems ❑ Compressed gas systems 2 Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure, tents (>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: defer the sarinkler permit until later date Installation,changes,modifications or removal of any of the above may require additional submittals, Information, or permits during the plan review or construction process. Statement of Special Inspection REV 11/2019 Page 7 of 9 i �: GAT Y 4f COMMERCIAL APPLICATION PERMIT SUBMITTAL �lIN Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 Name of Project: _ Project Address: Special Inspection Firm: Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items.Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department_ A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued. This report wi II indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as'deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports, on site,for review. REV 11/2019 Page 8 of 9 i Y COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections.No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS have read and agree to comply with the terms and conditions of this agreement. Owner: Date hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. lo�P.GtUtp�<iiti,�L Applicants Signature Print Applicants Name Date FOR STAFF USE ONLY Ke ,eived Permit# Accepted By Amount Received Receipt# Dale Rkbtvda REV 11/2019 Page 9 of 9 v tz Envelope 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Info Project Title: Holman Recovery Center Date 02/10/2020 Applicant Info. Company Name: Grandview North For Building Department Use Provide contact Company Address: P.O.Box 159 Arlington WA 98223 information for individual who can Applicant Name: Glenn Wells respond to inquiries about information Applicant Phone: 360 362-4553 provided. Applicant Email: glennwellsarchitect@gmail.com Project Description New Building ❑ Addition ❑ Alteration ❑ No Envelope Scope Envelope Project Scope ❑ All Commercial ❑ Group R-Commercial Mixed Use-Commercial+Group R Select all that apply, ❑ Semi-healed ❑ Refrigerated Cooler ❑ Refrigerated Freezer ❑ Equipment Building Envelope Description Wood building with hardiplank siding Provide brief description of the project and relevant supporting documentation. If project includes multiple Target Insulation Allowance areas,and/or is demonstrating compliance as an Addition+Existing, Alteration+Existing, or Addition+Alteration +Existing project, provide a brief summary of the approach to whole building compliance Air Barrier Testing ❑Air barrier testing per Section C402.5.1.2 included in project scope Air,barrier testing is required for all new construction projects.Testing criteria is 0.40 ❑ Additional Efficiency Package Option-C406.9 Reduced Air Infiltration cfm/ftz under test pressure of 0.3 inch w.g. To comply with C406.9,demonstrate that ❑ Testing not required. Explanation measured air leakage of building envelope Compliance Documentation Scope and Method Scope of This Calculation New Building ❑ Addition ❑ Alteration ❑ No Envelope Scope Target Insulation Allowance Fully Conditioned-Commercial,Group R, Mixed Use Sets the title and calculations in the compliance forms.Selection required Q Serni-heated O Refrigerated Cooler O Refrigerated Freezer to enable forms. If project includes more than one Target Insulation Allowance area,and/or if project includes addition and alteration areas complying independently, for each area complete an ENV-SUM form Rows 16-46 and either an ENV-PRESCRIPTIVE form,or ENV-UA+ENV-SI-IGC forms if demonstrating compliance via componentperforrnance. Envelope Compliance Path Q Prescriptive p Component Performance Selection required to enable forms. Component Performance ❑ Change of Occupancy(C503.2)/Conditioning(C505)-10%higher UA allowed Calculation Adjustments ❑ Additional Efficiency Package Option-C406.8 Enhanced Envelope-15%lower UA required Additions Q Addition stand alone Q Addition+Existing Addition stand alone-Complete Vertical Fenestration and Skylight Area Calculation.Enter total existing-to-remain wall,roof, vertical fenestration and skylight areas as EXISTING.Enter total addition envelope assembly areas as NEW. If resulting total building WWR exceeds 30%and/or SSR exceeds 5%,refer to C502.2.1 and C502.2.2 for prescriptive compliance alternatives.If complying via component performance,complete ENV-UA per instructions for addition stand alone projects. Addition+existing-Complete ENV-UA per instructions for addtion+existing projects. Alterations - ❑ Replacement windows only,or resulting ❑ Total building WWR increased by Fenestration and Skylight total building WWR<_original WWR ❑ Replacement skylights only,or resulting ❑ Total building SRR increased by alteration total building SRR s original SRR WWR and SRR not increased- Vertical Fenestration and Skylight Area Calculation not required- WWR and/or SRR increased-Complete Vertical Fenestration and Skylight Area Calculation.Enter total existing-to-remain wall,roof, vertical fenestration and skylight areas as EXISTING.Enter total altered envelope assembly areas as NEW.If resulting total building WWR exceeds 30%and/or SSR exceeds 5%,refer to C503.3.2 and C503.3.3 for prescriptive compliance alternatives.If complying via component performance,complete ENV-UA per instructions for alteration+existing projects. Recelvecl J U L 2 8 2020 �?�10 a 2_ Envelope Summary, • • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Title: Holman Recovery Center Date 02/10/2020 Vertical Fenestration and Total Vertical NET Exterior Fenestration Area Above Grade Total Skylight Area NET Exterior Roof Skylight Area Calculation (rough opening) Wall Area (rough opening) Area Prescriptive Path-Enter envelope sf New 1,438 8,556 0 values directly into this section of ENV-SUM for vertical fenestration,skylights,net walls Existing and roof.For Additions and Alterations,refer g to these sections in ENV-SUM for further instructions. Total 1,438 8,556 0 Component Performance-When this Envelope Compliance Path is selected, write-protection of this section is enabled. Vertical u Skylight-to-Roof Enter envelope sf values for all assemblies Fenestration-to- 14.4/o into tileRatio(SRR) ENV-UA form. Envelope information Wall Ratio(WWR) ( ) from ENV-UA will auto-fill into this section of Vertical Fenestration Area Compliance VERTICAL FENESTRATION AREA COMPLIES WITH MAXIMUM ALLOWANCE Skylight Area Compliance Vertical Fenestration Q High performance fenestration U-factors and SHGC per C402.4.1.3 Alternates Q Dedicated outdoor air system per C402.4.1.4 and C403.6 Show locations of qualifying daylight zone (D In buildings z 3 stories,25%or more of NET floor area is in DLZ per C402.4.1.1 (DLZ)areas and ft2 on project plans. 0 In buildings<3 stories,50%or more of CONDITIONED floor area is within DLZ per For Daylight Zone Area Calculations- C402.4.1.1 a)Sidelight areas include primary+ Daylight Zone Calculations secondary daylight zone areas. Not Selected.No Calculations Sidelight Daylight Toplight Daylight Percent Daylight b)Include overlapping toplight and sidelight Required Zone Area Zone Area Zone Area daylight zone areas under Toplight. c)Net floor area definition in Chapter 2. Spaces in Single Story List all enclosed spaces that exceed 2,500 ft2, have ceiling height greater than 15 ft,and are Building Requiring Skylights space types required to comply with this provision.Indicate aperture with "AP"prefix(AP 1.1%) In these spaces a minimum of 50%of the Space Space Area(ft) DLZ Area(ft) SRR or Aperture Exception floor area shall be within a skylight daylight zone(DLZ).Refer to C402.4.2 for requirements. SRR=Skylight to roof ratio Envelope Exemptions Low Energy and Semi-heated Low energy spaces per C402.1.1 Item 1 are exempt from the thermal envelope provisions. Semi-heated spaces heated by systems other than electric resistance are exempt from wall Spaces insulation provision only per C402.1.1.1, Complete Low Energy and Semi-Heated Spaces table in MECH-SUM to verify eligibility based on installed peak heating and cooling capacity per sf. Equipment Buildings Wall Insulation Roof Insulation Overall Average R-Value R-Value U.-Factor Equipment buildings are exempt from the Equipment Building Envelope thermal envelope provisions per C402.1.2. The following shall be met to be eligible: Electronic equipment power(watts/sf) building sire=500 sf, average wall/roof U- Heating system output capacity(Btu/hr) factor 5 U-0.20,electronic equipment load>_ 7 watts/sf, heating system output capacity<_ Cooling capacity(Yes/No) 17,000 btu/h. Cooling system capacity not limited. 1 I _ .:� .. JARNOT ENGINEERING, INC. JOB P•O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE PROJECT: HOLMAN RECOVERY CENTER LOCATION: ARLINGTON. WA _ CLIENT: GRANDVIEW NORTH LLC JEI JOB NO.: 19-12-100 CODE: 201 5 IBC LIVE LOADS: FLOOR: N/A SNOW : 25 PSF WIND: Vult= 110 MPH EXP B SEISMIC: 5s= 1 .07. 5 =0.38 DE51GN CATEGORY D, 51TE CLASS D Received DEAD LOADS: JUL 8S 2020 ROOF: 15 PSF ' � j Q FLOOR: N/A ,n SOIL: WA BEARING: 1 500 PSF r y� LATERAL: t OFFICE COPY lV? t~y 1n + '/���tIL � - I � y .� JARNOT ENGINEERING, INC. JOB (�,r<ANDVIEA HRG ICI-12-100 P.O. Box 704 MEMO. - 4 of MONROE, WA 98272 PH.(360)863-1831 ���BY WE Mon BY - DATE SCALE S � ❑® h, a O u_ z l7 _ W I- �J -- IIff w L� O 0 ® ® C1 f Fs N N L7 z LLI � o o rLU c� ®LL- L LLJ J 3 0 �f i � JARNOY ENGINEERING, INC. JOB GRANDVUw :KC 19-12-100 P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY. -_ DATE _ SCALE - I ATFRAI WIND: Values for simplified method from ASCE7-10 Figure 28.G-I Vult= 11 0 MPH UP. B I: 1 .0 Roof pitch: 5 :1 2 Mean Roof Height: 18 kzt: 1 .0 Wind pressures: (ASD) Eave height: 1 1 .0 Wall corner: 15.8 [Zone A] Min horiz plan dim: 3G.5 Wall main: 1 1 .0 [Zone C] k= 1 .00 Roof corner: 0.0 [Zone 6] 2a= 7.3 Roof main: 0.0 [Zone D] Calculations are ASD Note: corner loads are in addition to"main"loads 1 TO RIDGE (plf) Gable Hip HWALL HROOF Main Corner Corner I Op5f min(ASD) V 1_,= 5.5 12.0 GO 27 -- 175 V1-2= 4.5 8.0 49 22 -- 125 V1_1= 5.5 13.0 GO 27 -- 185 VI_cp= G.0 3.0 GG -- 29 90 38.0 VPRF= 0.0 10.0 0 0 -- 100 2G.5 VPRF= 0.0 8.0 0 0 -- 80 19.5 VPRF= 0.0 G.0 0 0 -- GO 12.0 VPRF= 0.0 3.0 0 0 -- 30 11 TO RIDGE (plf) Gable Hip Dormer Gable Hip HWAU- HKOOF HRQOF HWALL Main Corner Corner I Op5f mm(A5D) V1_1= 5.5 G.0 12G 34 115 V1_2= 4.5 4.0 93 29 -- 85 W 1/2 7/1/2020 Lateral-GVw HRC ...., r:>"JS: or rant, cr i -J::. ;... -•,-. ,_.. ...:::..,.. - - �; � � , ��: i JARN®T ENGINEERING, INC. JOB GRANDVIEW .,Kr- 19-12-100 P.O. Box 704 SHEET NO. 4 OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE 'L=leeward,W=windward Wind Area I Wind Area 2 Wind Area 3 Wind Area 4 Line L P Mod L P Mod L P Mod L P Mod W 1 25.5 60 a 27 8 0 10 66 2.39 Min 25.5 175 8 80 10 90 6.00 2 28.5 126 a 34 3.84 Min 28.5 1 15 3.28 3 28.5 126 a 34 18.8 60 4.97 Min 28.5 115 18.8 175 6.56 4 19.0 126 a 34 23 60 4.03 Min 19.0 1 15 23 175 G.21 5 19.0 12G a 34 13.8 49 3.32 Min 19.0 115 13.8 125 3.90 6 13.3 93 a 29 18.8 60 2.58 Min 13.3 85 18.8 175 4.41 7 13.3 93 a 29 31 .3 49 2.99 Min 13.3 85 31 .3 125 5.03 8 31 .3 49 a 22 6 0 1 .70 Min 31 .3 125 6 30 4.09 A 18.5 GO a 27 15 0 1 .31 Min 18.5 175 15 100 4.74 B 23.3 12G a 34 18.5 60 5 66 4.62 Min 23.3 1 15 18.5 175 5 90 6.36 C 23.3 12G a 34 21 60 5 66 4.77 Min 23.3 1 15 21 185 5 90 7.01 D 21 60 a 27 6 0 1 .46 Min 21 185 6 60 4.25 E 23 49 a 22 6 0 1 .29 Min 23 125 6 60 3.24 F 36.5 49 1 .80 Min 36.5 125 4.56 G 18.3 93 a 29 14 49 2.60 Min 16.3 85 14 125 3.30 H 18.3 93 a 29 20 49 2.90 Min 18.3 85 20 125 1 4.05 W 2/2 7/1/2020 Lateral-GVw HPC JARN®T ENGINEERING, INC. JOB GRANDVIEW ,-,-; L 19-1 2-100 P.O. Box 704 SHEET NO. 1 OF- MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE SEISMIC V = 0.7"5D5'I'W = 0.082 W (Multiply by 0.7 for A5D) R 55: 1 .07 Fa= 1 .07 [Site Class D] R: 6.5 5M5=Fa55= 1 .15 I: 1 .0 5D5=2/3 5Ms= 0.76 Snow load: 25 p5f 5e15mic DL= 0 [.20"5n if 5n>30] WEIGHT: FLR I ROOF 1 51`51'(13491 + 1088)= 218.69 Story Ht: I I EXT WALLS 8P5F'(5.5'437+4.5'360)= 32. 19 INT WALLS 7P5F'(5.5'437+4.5'360)= 28. 16 W= 279.0 V= 22.98 REDUNDANCY Line %V5t V Lw Perimeter Bays 1 0.05 1 . 15 33.3 Y 6.0 2 0. 15 3.45 27.5 Y 5.0 3 0.20 4.60 28.9 Y 5.3 4 0.10 2.30 27.0 Y 4.9 5 0.10 2.30 30.0 Y 5.5 6 0.15 3.45 42. 1 Y 7.7 7 0.15 3.45 40. 1 Y 7.3 8 0.10 2.30 31 .0 Y 5.6 ELw= 255.8 Redundancy Check a: Min wall: 27.0 > h => complies Redundancy Check b: Min bays >2 Complies Overall: Complies Lne %Vst V LW Perimeter Bays A 0.05 1 . 1 5 13.7 Y 2.5 B 0. 15 3.45 50.2 Y 9. 1 C 0. 15 3.45 32.5 Y 5.9 D 0.15 3.45 29.0 Y 5.3 E 0.05 1 . 1 5 31 .0 Y 5.6 F 0. 15 3.45 28.0 n n/a G 0. 15 3.45 42.3 Y 7.7 H 0. 15 3.45 64.6 Y 11 .7 ELw= 291 .2 Redundancy Check a: Min wall: 13.7 > h complies Redundancy Check b: Min bays >2 => Complies Overall: Complies Numbered Lines: p= 1 .0 Lettered Lines: p= 1 .0 EO 1/1 7/1/2020 Latera-GVw HRC ... ,.:,_...NiE3S C. la ci•;rtn.g sr:!vic= :„...:..:. .. ....: _ ..,... ......- ._- - _.-... ��' �, I� I 41 JARNOT ENGINEERING, INC. JOB GRANDVIEW Xc 1 9-1 2-1 00 P.O. Box 704 SHEET NO. �n OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE LINE I E= 1 .15 p= 1 .0 TYPE: P W= 2.35 WMIN= G.00 <= V= 0000 L= 33.3 H= I I v= 180 AB: v= 180 <275 5/8" AB @ 48" oc ve=E/L= 35 <230 WALL TYPE I A vw=W/L= 181 Design=0.71 v= 128 <230 <= WALL TYPE I A TOT-E=veH= 0.38 TOT_w=vwN= 1 .99 E: (.G-. 1 45D5) DL=(.G-.1 4SD5)W(Lw/2+-Lo)= 0.35 W: .G DL=.GW(Lw/2+--Lo)= 0.43 W=G".015+.OG= 0. 15 Lw= 3.5 Lo= 3.0 E: Uplift= 0.03 W: Uplift= 1 .5G <= LSTHD8 Strap Windows GDL-QE E Wall E Win V TOT WDL Lo GDL Uplift E: 7.5 4.0 23 0.25 0. 15 3 O.G5 -0.40 W: 7.5 4.0 1 18 1 .30 0. 15 3 0.79 0.51 OK- No Holdowns Req'd Short Segment 5hearwall5 (<2: 1 aspect ratio for seismic loads) [5DPW5 4.3.4.31 L„ h E L v h/2w vDe5 3.5 1 1 1 . 1 5 33.3 35 1 .57 54 <230 WALL TYPE I A 4.0 11 1 . 1 5 33.3 35 1 .38 48 <230 WALL TYPE I A Short Segment 5hearwall5 (<2:1 aspect ratio for wind loads) [5DPWS 4.3.4.31 Ln h W L v h/2w VDE5 3.5 1 1 G.00 33.3 181 1 .57 201 <230 WALL TYPE I B 4.0 1 1 G.00 33.3 1 8 1 1 .38 1 7G <230 WALL TYPE I B L I/10 7/1/2020 lateral-GVw HRC :.� I ., JARN®T ENGINEERING, INC. JOB GRANDVIEW i,KC 19-1 2-100 P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE LINE 2 E= 3.45 P= 1 .0 TYPE: P W= 3.84 <= WMIN= 3.28 V= 3840 L= 27.5 H= I I v= 140 AB: v= 140 <275 5/8" AB @ 48"oc s ve=E/L= 1 2G <230 WALL TYPE I A vw=W/L= 140 De5ign=0.7 I v= 99 <230 <= WALL TYPE I A TOTE=vel1= 1 .38 TOT-W=vWH= 1 .54 Strap Windows GDL-QE E Wall E Win v! TOT WDL Lo GDL Uplift E: 27.5 10.0 92 1 .01 0. 15 3 I .G 1 -0.59 OK- No Holdown5 Read W: 27.5 10.0 103 1 . 13 0. 15 3 1 .9G -0.83 LINE 3 E= 4,G0 P= 1 .0 TYPE: P W= 4.97 WMIN= G.5G <= V= G5GO L= 28.9 H= I I v= 227 AB: v= 227 <275 5/8" AB @ 48" oc 5 ve=E/L= 159 <230 WALL TYPE I A vw=W/L= 227 De5i6jn=0.7 I v= IGI <230 <= . WALL TYPE I A TOTE=veN= 1 .75 Tor-W=vWH= 2.49 Strap WlndoW5 GDL-QE E Wall E Win v' TOT WDL Lo GDL Uplift E: 28.9 13.0 110 1 .21 0.15 3 1 .77 -0.57 W: 28.9 13.0 1 5G 1 .72 0. 1 5 3 2. 1 G -0.44 OK- No Holdown5 Recjd Short Segment 5hearwa[15 (<2:1 aspect ratio for seismic I0ad5) 15DPW5 4.3.4.3] Lr, h E L v h/2w VDE5 4.5 1 1 4.GO 28.9 159 1 .22 194 <230 WALL TYPE I A Short Segment 5hearwall5 (<2:1 aspect ratio for wind loads) [SDPWS 4.3.4.31 Ln h W L v h/2w VDE5 4.5 1 1 G.5G 28.9 227 1 .22 197 <230 WALL TYPE 1 B L 2/1 0 71112020 Lt-1.cvw HKG ~i � r JARNOT ENGINEERING, INC. JOB GRANDVIEW l iKC 1 9-1 2-100 P.O. Box 704 SHEET NO. y OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE LINE 4 E= 2.30 p= 1 .0 TYPE: P W= 4.03 WMIN= G.21 <= V= G210 L= 27.0 H= I I v= 230 AD: v= 230 <275 5/8" AD @ 48" oc ve=E/L= 85 <230 WALL TYPE I A vw=W/L= 230 De51gn=0.7 I v= I G3 <230 <= WALL TYPE I A TOT-e=veH= 0.94 TOT_,/,/=vwH= 2.53 Strap Window5 .GDL-QE E Wall E Win v TOT WDL Lo GDL Uplift E: 27.0 10.0 G2 0.G8 0.15 3 1 .50 -0.91 W: 27.0 10.0 1 G8 1 .85 0.15 3 1 .94 -0.09 OK- No Holdown5 Req'd LINE 5 E= 2.30 p= 1 .0 TYPE: P W= 3.32 WMIN= 3.90 <= V= 3900 L= 30.0 H= I I V= 130 AD: v= 130 <275 5/8" AD @a 46"oc ve=E/L= 77 <230 WALL TYPE I A vw=W/L= 130 De5ign=0.7 I v= 92 <230 <= WALL TYPE I A TOT-e=`cI-I= 0.84 TOT_w=vwH= 1 .43 Strap Windows GDL-QE E Wall E Win v' TOT WDL Lo GDL Uplift E: 30.0 10.0 57 O.G3 0.15 3 1 .70 -1 .07 W: 30.0 10.0 98 1 .07 0.15 3 2.07 -1 .00 OK- No Holdown5 Req'd L 3/1 O 7/1/2020 Lateral-GVw HKC ,:r.•,,.. ..:NFL rl_[`i'.' ,f'i`iin tt H::L•!t; '-��. -�""::.':.,i ... _ ,ES ,..... -i_ -., ., a .. " I I I JARNOT ENGINEERING, INC. JOB GPANDVIEVv -KC i 9-1 2-100 P.O. Box 704 SHEET NO. _ OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY-.-- _DATE CHECKED BY DATE SCALE LINE G E= 3.45 p= 1 .0 TYPE: P W= 2.58 WMIN= 4.41 <_ V= 4410 L= 42.1 H= I I v= 105 AB: v= 105 <275 5/8" AB @ 48" oc ve=E/L= 82 <230 WALL TYPE I A vw=W/L= 105 De516jn=0.7 I v= 74 <230 <= WALL TYPE I A TOT-E=veH= 0.90 Tor-W=vWH= 1 .15 E: (.G-.145D5) DL=(.G-. 1451)5)W(Lw/2+-Lo)= 0.44 W: .G DL=.GW(Lw/2+-Lo)= 0.54 W=G".015+.OG= 0. 15 Lw= G.0 Lo= 3.0 E: Uplift= 0.4G W: Uplift= O.G I <= OK- No Holdown5 Keci'd LINE 7 E= 3.45 P= 1 .0 TYPE: P W= 2.99 WMIN= 5.03 <= V= 5030 L= 40. 1 H= I I v= 125 AB: v= 125 <275 5/8" AB @ 48" oc ve=F/L= SG <230 WALL TYPE I A vw=W/L= 125 De516jn=0.7 I v= 89 <230 <= WALL TYPE I A TOTE=veH= 0.95 TOT-W=vWH= 1 .38 E: (.G-.145D5) DL=(.G-. 145D5)W(Lw/2+---Lo)= 0.44 W: .G DL=.GW(Lw/2+-Lo)= 0.54 W=G'.015+.OG= 0.15 Lw= G.0 Lo= 3.0 E: Uplift= 0.50 W: Uplift= 0.84 <= OK- No Holdown5 Reci'd L 4/1 O 7/1/2020 Lt-1-Gvw HRC =USi.- ,r•ii:iiixi service :. -_ _ ._. c._, .0 G. .. I I ��. I JARNOT ENGINEERING, INC. JOB GRANDVIEW .XC I 12-100 F.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE _ CHECKED BY DATE SCALE LINE 8 E= 2.30 p= 1 .0 TYPE: P W= 1 .70 WMIN= 4.09 <= V= 4090 L= 31 .0 H= I I v= 132 AB: v= 132 <275 5/8" AB @ 48"oc s ve=E/L= 74 <230 WALL TYPE I A vW=W/L= 132 De5ign=0.7 I v= 94 <230 <= WALL TYPE I A TOTE=ve11= 0.82 TOT-w=vWH= 1 .45 E: (.G-. 145D5) DL=(.G-. 145D5)W(Lw/2+—Lo)= 0.79 W: .G DL=.GW(Lw/2+—Lo)= 0.97 W=G".015+.OG= 0.15 Lw= 15.5 Lo= 3.0 E: Uplift= 0.02 W: Uplift= 0.48 <= OK- No Holdown5 Fcq'd L 5/1 0 7/1/2020 W-1-GVw HRC . .. -,,.,'J-=iEGS�SJ�E,z .'ni'iiainr se!':ic.. .-._.._.. __ ,._._ ..-:._- .. _.. .:....... ..:.....--.c_., �•..[ac:6 -.,.... -,. I I I JARNGT ENGINEERING, INC. inn GRANDVIEW i 1RC_ 1 9-1 2-100 P.O. Box 704 SHEET NO. MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY _ DATE SCALE LINE A E= 1 . 15 p= 1 .0 TYPE: P W= 1 .31 WMIN= 4.74 <= V= 4740 L= 13.7 H= I I v= 347 AB: v= 347 <41 5 5/8" AB @ 32" oc 5 ve=E/L= 84 <230 WALL TYPE I A vw=W/L= 347 De51gn=0.7 I v= 24G <335 <= WALL TYPE 2B TOT-e=veH= 0.93 TOT-w=vwH= 3.81 E: (.G-.145D5) DL=(.G-. 14SD5)W(Lw/2+-Lo)= 0.37 W: .G DL=.GW(Lw/2+--Lo)= 0.45 W=G".015+.OG= 0. 15 Lw= 4.0 Lo= 3.0 E: Uplift= 0.5G W: Uplift= 3.3G <= 5THD 14 Short Segment 5hearwa115 (<2:1 aspect ratio for 5e15m1c Ioad5) [5DPW5 4.3.4.31 L h E L v h/2w VDE5 3.33 1 1 1 .1 5 13.7 84 I .G5 139 <230 WALL TYPE I A 3.5 1 1 1 .1 5 13.7 84 1 .57 132 <230 WALL TYPE I A Short Segment 5hearwall5 (<2:1 aspect ratio for wind Ioad5) [5DPW5 4.3.4.31 L h W L v h/2w vDE5 3.33 1 1 4.74 13.7 347 I .G5 407 <430 WALL TYPE 315 3.5 1 1 4.74 13.7 347 1 .57 387 <430 WALL TYPE 313 L G/10 7/1/2020 lateral-GVw HKG P.fUS C'uf-B.: r:ii;ifr+y `� I • JOB GRANDVIEW dRC 1 9-1 2-1 00 JARNOT ENGINEERING, INC. P.O. Box 704 SHEET NO. OF_ MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE LINE B E= 3.45 P= 1 .0 TYPE: P W= 4.62 WMIN= 6.36 <_ V= 6360 L= 50.2 H= I I v= 127 AB: v= 127 <275 5/811 AB @ 48" oc ve=E/L= 69 <230 WALL TYPE I A vw=W/L= 127 De516jn=0.7 1 v= 90 <230 <= WALL TYPE I A TOT-e=V'M= 0.75 TOT-w=vwH= 1 .35 O.T. OK by In5pectlon Short Segment 5hearwall5 (<2: 1 aspect ratio for 5e15MIC 103d5) [5DPW5 4.3.4.31 Ln h E L v h/2w VDE5 3.7 1 1 3.45 50.2 69 1 .49 102 <230 WALL TYPE I A 4 1 1 3.45 50.2 69 1 .38 94 <230 WALL TYPE I A Short Segment 5hearwall5 (<2: 1 aspect ratio for wind Ioad5) [5DPW5 4.3.4.31 Ln h W L v h/2w VDE5 3.7 1 1 6.36 50.2 127 1 .45 134 <230 WALL TYPE 113 4 1 1 6.36 50.2 127 1 .38 124 <230 WALL TYPE I B LINE C E= 3.45 P= 1 .0 TYPE: P W= 4.77 WMIN= 7.01 <= V= 7010 L= 32.5 H= I I v= 216 AB: v= 2 1 6 <275 5/8" AB @ 48" oc s ve=E/L= 106 <230 WALL TYPE I A vw=W/L= 2 1 6 De516jn=0.7 I v= 153 <230 <= WALL TYPE I A TOTE=vel-1= 1 . 17 TOT-W=vwN= 2.37 E: (.6-. 145D5) DL=(.6-. 1 45D5 )W(Lw/2+-Lo)= 0.98 W: .6 DL=.6W(Lw/2+-Lo)= 1 .1 9 W=1 8*.0 1 5+,06= 0.33 Lw= 6.0 Lo= 3.0 E: Uplift= 0.19 W: Uplift= 1 .18 <= L5THD8 L 7/1 O 7/I/2020 Lateral-GVw HPC i �: "_: i I JARN®T ENGINEERING, INC. j^B GKANDVIFW I iPC 19-1 2-100 F.O. Box 704 SHEET NO. 1 OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE _ CHECKED BY _ _ DATE SCALE LINE D E= 3.45 p= 1 .0 TYPE: P W= I .4G WMw= 4.25 <= V= 4250 L= 29.0 H= I I v= 147 AB: v= 147 <275 5/8" AB @ 48"oc ve=E/L= 1 19 <230 WALL TYPE I A vw=W/L= 14G De5l6jn=0.7 I v= 104 <230 <= WALL TYPE I A TOTE=veh= 1 .31 TOT_w=vwH= 1 .G I Strap Wlndow5 GDL-Qt E Wall E Win v TOT WDL Lo GDL Uplift E: 14.3 5.0 88 0.97 0.15 3 0.93 0.03 OK- No Holdown5 Kecjd W: 14.3 5.0 108 1 .19 0.15 3 1 . 14 O.OG LINE E E= 1 .1 5 p= 1 .0 TYPE: P W= 1 .29 WMIN= 3.24 <= V= 3240 L= 31 .0 H= I I v= 105 AB: v= 105 <275 5/8" AB @ 48" oc ve=E/L= 37 <230 WALL TYPE I A vw=W/L= 104 De5lgn=0.7 I v= 74 <230 <= WALL TYPE I A T0T_E=veh= 0.41 TOT_w=vwH= 1 .15 E: (.(;-. 145D5) DL=(.G-. 1451)5)W(Lw/2+-Lo)= 0.48 W: .G DL=.GW(Lw/2+--Lo)= 0.59 W=G".015+.0G= 0. 15 Lw= 7.0 Lo= 3.0 E: Uplift= -0.07 W: Uplift= 0.5G <= OK- No lloldown5 Keg'd L 8110 7/112020 lateral-GVw HRC +i IESS s_ s2 ra rrint'',C,-r•,vicu JARNOT ENGINEERING, INC. JOB GRANDVIEW I,Iec I 19-12-100 F.O. Box 704 SHEET NO. 14- OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE - _--------- --- LINE F E= 3.45 p= 1 .0 TYPE: P W= 1 .80 WMIN= 4.5G <= V= 45GO L= 28.0 H= I I V= I G3 AB: v= I G3 <275 5/8" AB @ 48" oc ve=E/L= 123 <230 WALL TYPE I A vW=W/L= I G3 De51gn=0.7 I v= I I G <230 <= WALL TYPE I A ToT-E=veH= 1 .35 TOT-w=VWH= 1 .79 E: (.G-. 145D5) DL=(.G-. 145D5 )W(Lw/2+-Lo)= 1 .18 W: .G DL=.GW(Lw/2+-Lo)= 1 .44 W=1 2 .01 5+.OG= 0.24 Lw= 14.0 Lo= 3.0 E: Uplift= 0.17 W: Uplift= 0.35 <= OK- No Holdown5 Recjd LINE G E= 3.45 <= p= 1 .0 TYPE: P W= 2.GO WMIN= 3.30 V= 3450 L= 42.3 H= I I v= 82 AB: v= 82 <275 5/8" AB @ 48" oc ve=E/L= 82 <230 <= WALL TYPE I A vW=W/L= 78 De51gn=0.71 v= 55 <230 WALL TYPE I A TOT-E=veH= 0.90 TOT-w=VWH= 0.8G E: (.G-. 145D5) DL=(.G-. 145D5)W(Lw/2+-Lo)= 0.81 W: .G DL=.GW(Lw/2+--Lo)= 0.99 W= 18*.01 5+.OG= 0.33 Lw= 4.0 Lo= 3.0 E: Uplift= 0.08 <= OK- No holdown5 Req'd W: Uplift= -0.13 L 9/1 O 7/L/2020 lateral-GVw HRC �`' 'l' ' F 1 JARNOT ENGINEERING, INC. JOB GRANDVIEW ,IRC 19-1 2-100 P.O. Box 704 SHEET NO. / OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE Short Segment 5hearwall5 (<2:1 aspect ratio for 5el5mlc loads) [SDPW5 4.3.4.31 L h E L v h/2w VDES 3.4 1 1 3.45 42.3 82 I .G2 132 <230 WALL TYPE I A 3.75 1 1 3.45 42.3 82 1 .47 120 <230 WALL TYPE I A Short Segment 5hearwall5 (<2:1 aspect ratio for wind Ioad5) [SDPW5 4.3.4.31 Ln h W L v h/2w vDE5 3.4 1 1 3.30 42.3 78 I .G2 90 <230 WALL TYPE I B 3.75 1 1 3.30 42.3 78 1 .47 81 <230 WALL TYPE I B LINE H E= 3.45 p= 1 .0 TYPE: P W= 2.90 WMIN= 4.05 <_ V= 4050 L= G4.G H= I I v= G3 AB: v= G3 <275 5/8" AB @ 48" oc 5 ve=P/L= 53 <230 WALL TYPE I A vw=W/L= G3 De516jn=0.71 v= 45 <230 <= WALL TYPE I A TOT-E=veH= 0.59 TOT_w=vWH= O.G9 OK- No Holdown5 Rec['d Short Segment 5hearwall5 (<2: 1 aspect ratio for 505mlc I0ad5) [SDPWS 4.3.4.31 Ln h E L v h/2w vDE5 3.4 1 1 3.45 G4.G 53 I .G2 8G <230 WALL TYPE IA Short Segment 5hearwall5 (<2:1 aspect ratio for wind Ioad5) [5DPW5 4.3.4.3] Ln h W L v h/2w vDE5 3.4 1 1 4.05 G4.G G3 I .G2 72 <230 WALL TYPE 15 L 1 O/10 7/I/2020 lateral-GVw HRG -:NEG'�.^_315`- :.: rrintii, sci:•ire .-_..>>. ,. ..._..: _,r ..._. .... , i, .._...:.. JARNOT ENGINEERING, INC. JOB GRArviJVIEW HKC (' 19-12-100 P.O. Box 704 SHEET NO. II G OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE VERTICAL GT I Over Kltchen/Fltne55 L: 39.5 ft w=19'40= 7GO pIf R=wL/2= 15.01 kips Footing: f501L= 1 .35 P= 15.01 b=q(P/fs0l j= 3.33 F3:5 P(k) h (ft) b (In) d (In) k Fc (p51) Emm (k5i) LDF Type fc= Fc= 15.01 11 .0 7.50 5.50 1 .00 1300 470 1 .00 5 3G4 < 578 OK 5-2xG Plate Stress: fp=1 5010/5.5/G= 454.8 psi USE 4-PLY W/DF PLATE GT 2 Parallel Chd Truss @ Cupola _ L: 10.0 ft w=13"40= 520 pIf R=wU2= 2.GO ktp5 GT 3 GT @ Cupola Over Wt'g Rm P,= 2.GO P2= 2.GO Pi= 2.G k 183 0.30 18.3 P2= 2.G k 0.08 0.08 wl=2'40= 80 pIf 18.3 10.0 18.3 w2=7.5'40= 300 pIf 4G.5 w3=2`40= 80 pIf 5.5G kips 5.5G kips Footing: f501L= 1.35 P= 5.5G b=4(P/fs0l0= 2.03 Perimeter ftg OK P (k) h (ft) b (In) cl (In) k Fc (p50 Em,, (k5i) LDF Type fc= Fc= 5.5G 11 .0 3.00 5.50 1.00 1300 470 1 .00 S 337 < 578 OK 2-2xG V I /3 7/I/2020 Beam-GVw HKG ='}g;� + p, I JARNOT ENGINEERING, INC. JOB GRAIvoVIEW HRC 19-12-100 P.O. Box 704 SHEET NO OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE GT 4 Over Group Rm/Offlce5 P,= 2.GO P2= 0.00 Pi= 2.G k 3. 0.92 18.3 P2= 0 k 0.40 0.75 w,=10'40= 400 pIf 3.0I If 8.0 4G.0 w2=23'40= 920 plf 57.0 w3=19'40= 7GO plf 24.01 klp5 21.G5 klp5 Footing: fSoiL= 1 .35 P= 24.01 b=4(P/f5O1L)= 4.22 F4.5 P(k) h (ft) b (m) d (In) k Fc (psi) E,,,,,,(k51) LDF Type fc= Fc= 24.01 1 1 .0 10.50 5.50 1.00 1 300 470 1.00 5 41 G < 578 OK 7-2xG Plate Stress: fp=24010/5.5/7.5= 582.1 psi USE 5-PLY W/DF PLATE GT 5 Over Monitor/laundry L: 32.0 ft w= 1 7'40= G80 plf R=wU2= 10.88 lips Footing: f501L= 1 .35 P= 10.88 b=4(P/f5o1L)= 2.54 F3.0 P (k) h (ft) b (In) d (in) k Fc (p51) E,,,g,(k51) LDF Type fc= Fc= 10.58 11 .0 G.00 5.50 1 .00 1300 470 1 .00 5 330 < 578 OK 4-2xG Plate Stress: fp=108(50/5.5/4.5= 439.G p51 USE 3-PLY W/DF PLATE 6m I Wdw Hdr t7a Group Wing L: 5.0 ft LDF: 5 w= 1 5.5'40= G20 plf d: 7.3 in M=i/8wL2= 1 .94 <1.1 5' 2.99 V=w(L/2-d/1 2)= 1 .1 8 <1.1 5' 3.05 R=wU2= 1 .55 4x8 D1`2 (USE FOR ALL 5-0 WINDOWS UNO) V 2/3 7/1/2020 tram-GVw HKC �_. ,, 1 JARN®T ENGINEERING, INC. J0B Gw�u%,,vlEw 11RC 19- 2-100 P.O. Box 704 SHEET NO. )! OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE Bm 2 Intake/Copy Wdw Hdr5 L: 4 ft LDF: 1.15 w=23'40= 920 pIf P= 5.5G k at mld5pan Cons. d: 9.5 In M=I/8wL2+I/4PL= 7.40 <1 .1 5' 1 3.OG V=w(U2-d/1 2)+P/2= 3.89 <I .1 5' G.43 R=wU2+P/2= 4.G2 3-1/2 x 9-1/2 PH Bm 3 Wdw Hdr ra 5olarlum L: 7.0 ft LDF: 5 w=1 9"40= 7GO pIf d: 9.5 In M=I/8wL2= 4.GG <1 .1 5` 1 3.OG V=w(U2-d/1 2)= 2.OG <I .1 5` G.43 R=wU2= 2.GG 3-1/2 x 9-1/2 P51- Bm 4 Dr/Wdw hdr @ West Entry L: 13 ft LDF: 5 w=G.5'40= 2GO plf d: 1 1 .3 In 8:U 240 If I GOO k51 M=1/8wL2= 5.49 <1 .15` G.09 V=w(L)2-d/1 2)= 1 .45 <1 .1 5'4.73 IMIN= I G I < 415 8= 0.25 R=wU2= I .G9 4X 12 DF2 V 3/3 7/1/2020 Beam-GVw HRG -P,C&:c.ucp• P.".-:;r3ami';••-Vice i � -- JARNOT ENGINEERING, INC. JOB GRAi VIEW HRC 19-1 2-100 P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863.1831 CALCULATED BY DATE CHECKED BY DATE SCALE Overheight Studs - Group Win?, - Typ. F': 1250 psi Stud spa: /6 "oc Emin: 470 k51 Trib roof: 30 ft Fb: 1270 psi Snow load: 25 p5f k: / Roof DL: /5 p5f h: // ft Trib floor: O ft b: 1.5 in Floor DL: 0 p5f d: 5.5 in Floor LL: 0 p5f LDF: /.6 I: 1 .00 Floor ecc. 0 in Type: s (5=5awn Iumber,G=glulam,P=round Pile,M=machine rated) Wall load: 90 plf Wind trib: /6 in PDL= 0.72 k MWIND= 0,26 ft-k Wind Area= 15 ft2 PFL-LL= 0.00 k MFL-DL= O ft-k Wind press= 12.7 p5f P51,10w= /.00 k MFL-LL= 0 ft-k X: 1 .00 Compre551on: Bending: F'C= 2000 psi 5= 7.56 in le/d= 24.0 F'b= 2032 p5i c= 0.6 .75L+.75W+D= 0.19 ft-k FEE= 671 psi F.=.822'Em,d(jdd)2 fb= 304 psi F,E/F',= 0.335 F',= 6 16 psi F'�=F'j(I+f dF'J/2c-f((I+F,E/F',)/2c)2-F�F'dcl0.51 A= 8.25 in2 .75L+.755+D= 1 .47 k Interaction= 0.29 (fdF'J?+f,/fFb(1-VF=a01 f.= 178 psi 2x6 1-11`2 5tud5 @ 16"oc Typ. V 4/5 7/2/2020 Bra.-GVw HRG ::.,.....,>-:..: 4ES�.isT:`P.; nr-ii?ling•,. ,- - _ _ _ _ _ i ,... JARNOT ENGINEERING, INC. .JOB GRAi—MEW HRC 19-1 2-100 P.O. Box 704 SHEET NO. GJ_,-� OF- MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY ,DATE SCALE Overheicght Studs- Group Winq - Window 5tile F': 1250 p51 Stud spa: 30 'bc Emin: 470 k5i Trib roof: 30 ft Fb: 1270 1951 Snow load: 25 p5f k: / Roof DL: /5 p5f h: // ft Trib floor: 0 ft b: 1.5 in Floor DL: 0 p5f d: 5.5 in Floor LL: 0 p5f LDF: 1.6 I: 1 .00 Floor ecc. 0 in Type: 5 (5=5awn Iumber,G=gluiam,P=round pde,M=machine rated) Wall load: 50 plf Wind trib: 30 in PDL= 1.35 k MWIND= 0.46 ft-k Wind Area= 28 ft2 PFL-LL= 0.00 k MFL-DL= 0 ft-k Wind press= 12.1 p5f PSNOW= /.88 k MFL-LL= 0 ft-k 1 .00 Compre551on: Bendinq: F`,= 2000 p51 5= 7.5G in3 le/d= 24.0 F'b= 2032 1951 c= 0.8 .75L+.75W+D= 0.34 ft-k FEE= G71 psi FEE=.822'Em,n/(I,/d)2 ft= 54G p51 0.335 F',,= G I G p5i +F./F',)/2c-[((I+F./F'j/2C)2-F�EF'.jC10s1 A= 8.25 in .75L+.755+D= 2.7G k Interaction= 0.83 f�= 334 psi 1-2xG HF2 Kmg_5tud @ Window 5tile Typ. V 5/5 7/2/2020 Beam-GVw HRC `A3 printing icnjice. .� - - .� a S-11V12(J 3—,JON'I -dAlDrINLS � W c 3 V/A'NOIDNII2I`d : 'MN20 A)EA00Md NVW1OH 0-1- `HIMON IAHInQN`'dD a En ��€K q a s $o! 'i , s• r _ I I ° I 11 a IraM PH �e ER 2 r� a a Z c ' $ $9 qa Q I-,.. g H cc Z v u a_a d � all, z �3 w 2 a Q yi r� d `a� QLL S ¢ LLI $IL IL � Ix Ix L allfa6 F �'F���9e A r1 a i tl•!n .fI:N.Y iij 3 mar J = W Ell �aai a z = a , p�! �{ e o � f Ia Q� ..1� • ••• 4��� ��� G� Q � � W Q 0 � LL W w z ?e�e3 .. I :� LEGEND: CITY OF ARLINGTON - RECOVERY CENTER IT"Pt U " y- -----•-129 EXISTING CONTOUR -- SECTION LINE FILE NO.: #652 _ Z ` � �- ORIGINAL R-O-W 1111E - 117TI 81 HF 1771116TK -O. PROPERTY LINE PORTION OF NW 1/4, OF SEC. 28, TWP. 31N., RGE. 05 N., W.M. a W (7 (�a ——— ———— ADJACENT PROPERTY LINE �.'. PROPOSED ADA PARKING STALL Q Z PROPOSED ECOLOGY BLOCK WALL ` - r z ��—►�— EXISTING DITCH CENTERUNE '-�'T w/ �ry� Tom RTNE I n'� 7 ------ EXISTING EASEMENT / A9 /\ -- ss ---ss ---SS EXISTING SEWER LINE V W - ---w ----',V- EXISTING WATER LINE I ® PROPOSED TREE w/SHADING OUTLINEIYfl19TK />/ w(n - - - - EXISTING GUTTER FLOW LINE - o—o—o--o--- EXISTING CYCLONE FENCE T-.-------1 6 Nr -I EXISTING GRAVEL N - - EXISTNG WATER TREATMENT CELL '/�/A _ N OI EXISTING 12-HOPE CULVERT I PROPOSED ASPHALT PARKING AREA/SPDRTS COURT 29 �rI Z WC EXISTING EDGE OF PAVEMENT 111 V 8 W ------ EXISTING INFILTRATION BED(PERFORATED PIPE) SITE PROPOSED DNSITE PARKING STRIPES PROPOSED LANDSCAPE AREA GRAPHIC SCALE30 PROPOSED BUILDING +f !-'T�••��,j: _ PROPOSED CONCRETE SIDEWALX/DUMPSTER AREA 0 15 00 PROPOSED EXTRUDED CURB IX.,,,'�.. 7- •.:., _s�•', ] ----- - ------ BUILDING SETBACK LINE �/[7y()�(���YQJ 1 INCH-30 FT. M .X.P`,v�X+-'G- M 5 FT NAIVE VEGETATION BUFFFIi • FOUND 1/2•BAR s CAP AS NOTED � AREAS ON SITE: NOTE ® EXISTING WELL NOTES: PROPOSED BUILDING FOOTPRINT(W,tHWT COVERED PATIO&AWNINGS) 113,934 SF TOPOGRAPHIC SURVEY BY 1 PARKING LOT LIGHTING WILL BE PLACED ON THE BUILDING FACADE AND IN THE PROPOSED COVERED PATIO.SNLITER A ROOF AWNINGS *%GO? SF CASCADE SURVEYING&ENGINEERING,INC. VICINITY MAP B EXISRNG WATER METER LANDSCAPE AREA. PROP 1)ASPHALT PARTURC/DRIV•E.CURBS 3 SPORTS COURT *22A14 SF DATED AUGUST 2019 1"-1000• IN EXISTING WATER VALVE 25 FT BUILDING SETBACK REQUIRED FOR ALL PROPERTY ONES EXCEPT THE PROPERTY pRppOSEO CONCRETE SIDEWALK/TKAAPt1ER PAD *BM SF LINE BORDFRNNG SMOKEY POINT BLVD WHICH REWIRES 25 FT. PROPOSED ECOLOGY BLOCS WALL 92;013 SF DATUM:NAVD 88 LEGAL DESCRIPTION y a E:I)SIING"If 11,1ww't PROPDXD LANDSCAPING SF TBM WEST WARIER CORNER PROPOSED SITE NOTES: PROPOSED 5 FT NATIVE VEGETATION BUFFER tl,l SF THE WEST 7 ACRES OF THE SOUTH 526 FEET OF THE NORTHWEST QUARTER OF SECTION 28, A o EXISTING POLE EXISTING ASPHALT DRIVE ALOE t6S2S SF CONE.SECTION 2B TOWNSNP 31 NORTH.RANGE 3 EAST.WM; o O1 PROPOSED ECOLOGY BLOCK WALL W/WOOD FENCE [XIS1Wc WATER OSALITY IRfa NF!{TSE]L MON IN CASE EXISTING SEWER MANHOLE TOTAL i SF ELEV..•118.33' EXCEPT THE NORTH 170 FEET THEREOF: F EXCEPT THE SOUTH 119 FEET THEREOF.AND, EXISTING B•PVC Iv/CAP O PROPOSED COVERED PATIO EXCEPT;THE EXCEPT COUNTY HEFT OF,HE NORT1 37&71 FEET OF THE NEST 206.71 FEET V s )Y EXISTING LIGHT POLE O COVERED AWNING PROPOSED SHADING CALCULATION(ON SITE): SUBJECT:EXCEPT MEN.. ROAD. PROPOSED CONCRETE DUMPSTER PAD W/B F WALLS TOTAL PARKING SPACE AREA -33.301 SF SUBJECT 7DI EASEMENT,RESTRICTIONS,RESERVATIONS AND AGREEMENTS W RECORD,IF ANY. +�4 o EJISIING TELEPHONE PEDESTAL O k GATES W/BLACK PRIVACY SLATS SHADED PARKING SPACES AREA-31,737 SF OS PROPOSED GARDEN AREA m ❑ EASTNG CATCH BASIN PERCFNTAf>F K PRIMING 9P'A1:Fc 70( 91AOFO: > I E)GSTING SIGN t1,737 SF/f5,301 SF-32.Bx B PROPOSED ASPHALT SPORTS COURT SITE INFORMATION: " R EXISTING SITE NOTES: PROPOSED PARKING CALCULATIONS(ON SITE): te5.o57 SF(1.95 AC) g o 0 OEXISTING INFILTRATION BED O PROPOSED SIDEWALK REQUIRED PARKING SPACES-22 SPATES(SEE MEMORANDUM BY GIBSON TRAFFIC SITE AREA: O EXISTING WATER QUALITY TREATMENT CELL O PROPOSED BIKE RACK(I12) rmCeOSEnSAPJOf, CONSULTANTS INC..OCTOBER 14,2019) PROPOSED BUILDING HEIGHT: (1 STORK TOTAL PROPOSED PARKING 31 SPACE'; PROPOSED ONEUIHC WHITS N/A CO EXISTING CONCRETE WALL W/4 WIN CJHAINIJW FENCE ON TOP O PROPOSED COVERED SHELTER (INCUW.S:BULDMO,COVERED S PROPOSED BIKE RACK CALCULATIONS(ON SITE): TOTAL LOT COVERAGE: H 1s,e33 SF(1B 41Q�PATIO•SHELTER•AWNINGS)) & OD EXISTING B•PVC W/CAP,TYPICAL 10 PROPOSED PIOIHIC TABLE AREA REWIRED BIKE STALLS-1D%OF REWIRED PARKING SPACES TOTAL IMPERVIOUS: ±53.797 SF(63.2 ON91C IMPERVIOUS CONVEYfA i O �`TO DRAINAGE SYSTEM) EO EXISTING EMERGENCY OVERFLOW 11 PROPOSED GRAVEL PAD FOR RAISED GARDEN BEDS REQUIRED BIKE STALLS-22 X 0.1-22-2 STALLS c ZONING CLASSIFICATION: HIGHWAY COMMERCIAL A 12 PROPOSED 5 FT NAIVE VEGETATION BUFFER I a RPORT PROTECTION ADD SUBDISTRICT C I - STORM DRAINAGE FNO. I/2•BAR M CAP ROS AFN 201906105006 DSTRICT SUBDISTRICT: W EASEMENT L.S.ISO2i,02066& I ( USE CLASSIFICATION: 7.200 RURS04C CARE INSIITUTONS,INTERMEDIATE CARE ¢ 156654 0,24•K OF LINE S67'17'40"E FND-1�j•BAR&CAP 0151110TION5.TIANOCAIWED OR INFIRLI WSTIU LIONS. ` 567'17'40'E_198.79' COLA CARE INSTITUTIONS �. OB 71_ I 326 73' LS 7S02A 5NI pow f ' PROPOSED SCREENING ECOLOGY BLOCK WALL W/WOOD FENCE EI Y,6'r4 LENt IIW \ 1 WATER PROVIDER: CITY OF MARYSVILIF N -7N -r - - -.• 1 ; I SEWER PROVIDER: CITY OF MARYSVILLE yI aJ I •1T�'7 -� iw71 '� I1 4 cl saro0l DISTRICT: 3 $I q T 1 O i R17 EXISTING CA LAKEWOODLANEWOOD SCHOOL DISTRICT - is I OF DITCH / FIRE PROTECTION DISTRICT: CITY OF ARLINGTON 24 1 12 / BUILDING SETBACKS 1 1 5'FROM LOT BOUNDARY LINE I I 1® I RU' n P I% 25'FROM RIGHT OF WAY LINE A J I P FN I I , I T 7 i 20 sr Inl , , I U.P BAN 9 rc n I I I '` ^ 1 Cl 4 / I LS.42666 w a nl I .1 1 I: 2D •.� I �I al I E I 1 OB .L , , I p • �i I --- NI'07'54"E A I I COASTAL 20B 79' I I -L; _ I' //,•/>>,/;, �/l • I I iR p CgAMUNITY BANK I i 16419 SMOKEY 1 ( 1 titi 'O R PROFOSED POINT BLVD / BUIIONO I 13,930 SF I I i TAX PARCEL NUMBER: CONTACT PERSON(S): (L 40• IV C I 1 , ,ILS F.F.-123.5' \ I �•"( 310528=01500 RANDY OEVOR II 1 1 •.r CASCADE SURVEYING&ENGINEERING,INC. ( I I f:1TI 6�0'<• •�ci \ I SITE ADDRESS: P.D.BOX 326 IDUOCY1 SON SMOKEY POINT BLVD PHONE;ocwsc4 Es f„Nc.coM `w m EXISTING CA7CH9ASIN I� lltl�) I I BEINND 16419 SMOKEY POINT BLVD r N RIGHT(Y WAY `� ,�L 1 1 / y .f I= 1 µUNCTION•WA 9822] Z TOP CB-119.32• � 'J L W N INV 15 PVC-116.36• ID Z I� aH9TE S I I , 1 yT� s' I d I OWNER: CIVIL ENGINEER: 8 Lu W Q I I ' 1 y I.. FREDERICK F.POYNER.P.E.,P.LS.YOU _ 1R/-17'10•E EXISTING I[41PpRY I _I 1 1. PY 3 I I AGO CASCADE SURVEYING&ENGINEERING,INC. U CMSTINO I')Il 77 EXIX 326 STING 12" BIDW OIT ASSEMBLY I 1 \ Sl N l O /� �[yT HDPESTING 1CULVERT EfuG TE CA a I \ ��•�� /� g MILL 220 1CREEK.SOUS 90012 ARUNGTON•WA.9B223 } ; 1L EX B'CL-52 U' I•WIDE 011131 ( /'n J I I EXISTING WALL W/ PHONE:(360)435-5551 I )x E%IS71NC ---- 1 8 7 I ©HAAIIN LNK FENCE, id LU S2 O — BULOINc aI _ I 5 APPLICANT: SURVEYOR: `�`w V' --- T4 t o _ - 1•`• GRANDNEW HCIR LLC FREDERICK F.POYNER,P E,RLS Hy/ (/1 Z ` - - _ 7 P.O.BOX 159 CASCADE SURVEYING&ENGINEERING,INC. O Ca �����.-r ��an a _ _� R/S' U� 30.s P,�) 12 (3B0 3ARILINCITIO5 T WA 9B223 ARUNGTON.2WA.9B22J /!'' yg_ SS �: a-193�1 X ( PH ONE:(360)4`3.r5551 V y EXISTING' j $-�_�;. - X.5-. _ #_�� Ip. 3 Lu G CURB CUT T— " N1'07'S4'E , G I r PO ER L -- _ -Pr _ Received 0 EXISTING if POWER lW- .: ....i _� 32.10• 111010 OF WAY EASEMENT - - 1 I I � E% PVC S EIUSTNC SS MH I � B" a ::. F J I FIND 1/2"BAR&CAP L 5 IX( - - / i CA TWO III NB4'23'22"E-0.17' W= RI TA:1+25 CALL TWO 119.64'_ ^/ (� al FROM CALVE)LOCATION i (W)IE OUT: 11131' JUL 8 202,0 BUSINESS DAYS _ (s)IE 1N: nTa1' BEFORE YOU DIG (E)IE IN: 111,41' I II < EXISTING 6'STUB 10'WATER ESM'T I 1-800-4245555 1 OF 1 I OF B"PVC TO THE CITY xI EXISTING 22'STUB O'SEWER ESM T # zl OF 6'PVC TO THE CITY }� 22228 )L 122223\Owl1\"RLL1VNeft 1\222I6 SITE PLAI.DWG(&It MAN)6/15/7070 0:59 AM Vr, J A V T-slJ =A m I 1 Q '00 ,N�1M�J���Y F O I N VmJ B Le i V D �I—RLI�NGZ'-ION, WA %8223 & ARCHITECTURAL SYMBOLS PARTIAL ABBREVIATION LIST STANDARD MOUNTING HEIGHTS & NOTES DRAWING INDEX BUILDING CODEPROJECT INFORMATION AB ANCHOR BOLT HOR HORIZONTAL �r•FiI$ERAI� AD AREA DRAIN HB. HOSE BIB A.F.F. ABOVE FINISHED FLOOR A0.0 COVER BUILDING SECTION SYMBOL ALUM. ALUMINUM IGL. INSULATED GLASS BACK WALL TOTAL BUILDING AREA: 14,216 S.F. ACT ACOUSTICAL CEILING TILE INSUL. INSULATION LOC. LOCATION 15" CCNTRX BACK ARCHITECTURAL BUILDING USE AREAS: I BA BRONZE ANODIZED a MAX.IMAX WALL 5"MAX WALL 21 MAX A1.0 FLOOR PLAN I-1 CONDITION 2 ALCOHOL&DRUG BM BEAM MAT. MATERIAL `� -: TR T NT CENTER AR A: 6,574 S.F. (33 PERSONS) A2.0 ROOF PLAN MB MACHINE BOLT ` s A3.0 BUILDING ELEVATIONS B/A-2 AREA: 7,642 S.F. (205 PERSONS) WALL SECTION SYMBOL C CARPET MTL METAL CLO CLOSET E CONTROL A4.0 BUILDING SECTIONS CMU CONCRETE MASONRY UNITS NS NEAR SIDE BUILDING HEIGHT: 15'-2" CO NC. CONCRETE WAIL A5,0 DETAILS CONN. CONNECTION OC ON CENTER ---- A6.0 ADA TYPE-A NOTES FIRE SPRINKLER: I-1 CONDITION 2/B/A-2 OCC. CONT. CONTINUOUS P PAINT 48"MM. A6.1 ADA TYPE-B NOTES - NFPA 13 NNORTH ARROW CL CENTER LINE P.LAM. PLASTIC LAMINATE w OR A6.2 1-HOUR DETAILS FIRE ALARM: YES CL'G CEILING PL. PLATE R SCHEDULES PS PANIC SWITCH TRANSFER-TYPE CONTROL IN LOCATION OF *A7.1 OCCUPANCY: B/A-2/1-1 CONDITION 2 DBL. DOUBLE PT PRESSURE TREATED $ROWER COMPARTMENT TRANBFER.TYPE SHOWER SHOWER SPRAY UNIT ENLARGED PLANS AOF DRINKING FOUNTAIN PWD PLYWOOD TOTAL OCCUPANT LOAD: 238 PERSONS 314".41" II I/4" I I!!" TYPE OF CONSTRUCTION: VB DET. DETAIL s STAIN 9.0 REFLECTED CEILING PLAN Dee INTERIOR ELEVATION SYMBOL SS STAINLESS STEEL EA. EACH 54.MIN. 9 ,36 MCFSS MINIMUM °MIN." CODE: 2015 IBC S/S SERVICE SINK 12'MAX. 41 MIN IJa4 WALL SPACE 24'MIN E c ELEV. ELEVATION SC SOLID CORE PARTITION E.W. EACH WAY SHT. SHEET PERMITS i S i� i e EXTR EXTERIOR SF SQUARE FOOT 6"MIN TRANSFER DETAIL SYMBOL FF FACTORY FINISH T TEMPERED GLASS SEOTIGN609A�. SIDE 2= CODE ANALYSIS F.O.F FACE OF FOUNDATION T&G TONGUE AND GROOVE .' IQ WINDOW NUMBER F.O.S. FACE OF STUD TYP TYPICAL m '° F I-1 ALLOWABLE = 18,000 S.F. F.H. FIRE HYDRANT TIGL TEMPERED INSULATED GLASS FS FAR SIDE ' ACTUAL = 6,574 S.F. < 18,000 S.F., OK 202 DOOR NUMBER FD FLOOR DRAIN U.N.O. UNLESS NOTED OTHERWISE RlYATION ��uw RAN B ALLOWABLE = 36,000 S.F. OFFICE GA. GAUGE VERT. VERTICAL TOILET COMPARTMENT SIDE WALL GRAB BAR REAR WALL GRAB BAR 4 ACTUAL = 6,022 S.F. < 36,000 S.F., OK ROOM NAME&NUMBER GLB GLUE LAM BEAM TOE CLEARANCE FOR WATER CLOSET FOR WATER CLOSET DISPENSER LOCATION PASS-THRU 2m2 GWB GYPSUM WALL BOARD WD WOOD ACTUAL-2LOWABLE 24,000 S.F. S.F., OK HT HEIGHT WWF WELDED WIRE FABRIC - HM HOLLOW METAL 12"MIN 12"MIN. 12"MIN. II'MIN VICINITY MAP F � �❑ M TREADS AND RISERS TOP AND BOTTOM TOP HANDRAIL z FOR ACCESSIBLE STAIRWAYS HANDRAIL EXTENSIONS AT RAMPS EXTENSIONS AT STAIRS 0 3 IA"MAX. 5"MAX 5"MIN CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED DEFERRED SUBMITTALS DATE /r ELECTRICAL /�� By A4, FIRE ALARM SYSTEM NCCHANCEe AUTHORIZED W PARALLI APPROACH 0 P-I1NIAllp AIMpApR NOTE: FIRE SPRINKLER SYSTEM UNLESS APPROVED BY THE R2C2!V2d a DRINKING FOUNTAIN SPOUT LOCATION THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS FIRE CAULKING SYSTEM BUILDING INSPECTOR 41: THAT IN MY PROFESSIONAL JUDGMENT ARE APPROPRIATE TO SATISFY PLUMBING IIJV 04 2020 . THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090 MECHANICAL OFFICE COPY CIVIL STRUCTURAL ARCHITECT OWNER CASCADE SURVEYING & Jarnot Engineering, Inc. ENGINEERING, INC. P.O.Box It GLENN C WELLS , A.I.A. GRANDVIEW NORTH LLC ° P.O. BOX 326 JEIMonroe,WA 98272 324 WEST BAY DRIVE SUITE 102 OLYMPIA, WA 98502 P.O. BOX 159 ARCHITECT TEL 360 352-4553 ARLINGTON, WA 98223 $ ARLINGTON, WASHINGTON 98223 Ph.(360)863.1831 ( ) ° (360) 435-5551 Fax(360)863.1481 3 MECHANICAL ELECTRICAL LANDSCAPE GENERAL CONTRACTOR 3 COFFMAN ENGINEERS, INC. T.B.D. N.A. GRANDVIEW NORTH LLC b 1997 PARK LANE P.O. BOX 159 W. BURLINGTON, WASHINGTON 98233 ARLINGTON, WA 98223 E (360) 707-5656 5 C 222'•4' g'-0' 25'•b" 46�,0�� 38'-0" 9 d'4" 4'-0" 9'-b" 4'•0" 4'-0" 3'-8" 4'-0" 1'-8" 3'-4" 8'-8" 3'-4" 20'-4" 3'-b" 5'-0' V-4" 3'-4" 3'-4' 5'•0" 5'-0' 3'-b" 3'-4° 5'-II U1" 5'-0" 13'-10" 51•0' 5'-1' 5'-0" k'•II' 5'-0' 6'-b' 5'-0" k'-8' 5'-0' 3'-8 V2' 9 W T ATI ko co ko ❑A 1 ® ❑A A❑ a W W ❑a ® ° E.a v a r"o A-2 OCCUPANCY w r a DINING HALL a F� REC.AREA a F-13-17 cO ® w co 6 9 69 PERSONS © © RAC I li F 1 PERSON 1 PERSON o U v INTAKE I COPY/ @ IF�Ir_ DIe 32 ® F�� m A W ® © 101 102 ® 4- 4) CHAIR 3YORAGE 13 a.0139 ❑D T=14- I m1 , CE) � OWOMEN � Q12'-103/4" 1�2'-.51144�"��y,� -2 /4' 81'-03/4" 12-b" 15',b �b'_0• n, �� SINGLE C 0, r ❑ R 1 PERSON D w VERIFY KIT I CLR ? A .0 I41 i 0 1428 I ® 145B p o 1 i) :I FITNESS 9 1'-8 3/4" -5" 9'-5° 14 9'-5' II'-9" 3 l'-W.3 1 PERS PATIENT EMPLOYEE o r UA ELEG"RM STOP- AK RIM" N � KIT HEN I�v 133 FURN. WOMEN a WOMEN WOMEN WOMEN WOMEN P � M bb COLLECTION m G Ia 6 PERSONS SINGLE 1408 DOUBLE 6 € DOUBLE OU 109 II0 II o 130 ry SI 1 /M S. r.. Elm]❑ : 1 PERSON 71 PERSONS MI OW 2 PERSONS K (U 40 a.. 2 142 Z q 143 144 $ WAIT I 106 ; +40 L------ F I ° +40" I I 2 3 4 ❑ a 1 PER 0 RE 1 A B I D,ELLI O O - n 1K -i 14 PERSONS --- M EXAM/ WAIT -- ❑ k0A HIA 142A W3A 144A 148A 100A 105 108 _. 110 III __._ HOOD .. 133 ® 129 S� TROOM 9 K 7 TYP.s CORRIDOR 9 B08 0 v D _ 1�' s 129 UTILITY CLOSET° W B-OCCUPANCY a a 138 CORRIDOR A5.0 _ D .. .. A4.0 T'-8112' I'-V IV-4 1/2" l-b /4":a d 8'-0 3/4' 5'-10 8'-b 1/4' d SEE SHEET AT.1 1 �. __ ___ 150 146A 14TA ® _� A4.0 -- CLR 126 125 OT D8 FOR ENLARGED PLAN / 0 0 136 \ I-I OCCUPANCY ❑ F C ET AI 1. ®: ® cct w 103 104 z PER FOR ENLARSED PLAN n N ❑ . C ❑ ❑ ze PERSONS - COUNSELOR "'1 PERSON125 10 5" 9'-II II'-10 I/ b'-0" B II IR" I 13'-4 IR' b'-0° Ib'-5 3 4" II'-9" T'-II° II'-S" ll'-9' T-11' II'-11 1/4 0 M.H.COUNS. Si0R4CsE 2 PERSONS CLR LIBRARY LAB CLR z z ' Oe 0 0 m + = GROUP ROOM c OFFICE 124 m OFFICE = SANCTUARYI 1 MONITOR- "A-C WOMENWOP1EN WOMEN o s = 0 124 m CRAFT ROOM 36 S 5' y' m 113 112 = 126 - 1 PERSON 128 135 0 zz0 T13�I� DOUBLE 3 DOUBLE DOU$ 3 3 _ 0 I 1 $— BLE DOUBLE m °' -- O D 1 PERSON SOLARIUM 150A ,,p R ® 1468 14TB �... ® H98 149 r ,.... ,. .. 6 © 112 113 ',�• - a E, ® 7DOUBLE- WOMEN1O 104 r /{�m 1 2 PERSONS = A5.0 $ 103 0, y CLINIC - A ® ❑D W. 151 156 - ❑ ❑D ❑D �" m 6 -_- _01 3'_0° 123 / SUPER s ❑ 9 C u+ = D V 122 .0 O O n iA 115 114 122 -I 3'-0' b'-0" 4'-0 3'-P; N 5W 56A ry EWB 20 PERSONS i--WOMEN g' GROUP ROOM 123 _ "! b' I-b' .0 515 3 Q' 3'4' V-0- I4'-2 1/2" 5'-0" b'-b" 5'_0' 14'4' 5'-0 '-B U2 O 114 1 PERSON DIPERSONS WRDUGNT IRON Tn _ CQ Z n COUNSELOR CORRIDOR EXECUTIVE - w/GATE v A • - 3 ® Aa.O 111 gg O OFFICE INS DIRECTOR ® 6 O 528 a 15T 0 I GL'i C9 V. 115F 121 9 FOLDING OF SOUND WALL a 1' { O O O �Nry 152A 6lA Tv MEN -_— '8'-m 3/4' b'-0" 8'-d I/4' Ib'•2 I/4" $ - OU DOUBLE= 7. wie'-43/a" ° 152 10 1ST 0 Gi v N 20 PERSONS u, 1� IIb CLR @0 IH 18 PERSONS O O .0 © 9 � >:+ o GROUP ROOh1 GROUP ROOM o A .0 V n 6 ❑ 116 PERSON 1 PERS 120 A c a A ce COUNSELOR COUNSELOR o ❑ OUB BM 7 0 — s O OFOF f,EE G€ ` ® ❑D o 53 6 Imo€ ❑ N c G.' C t a M o n O A5.0 O 4' Ea Aht 118 TV FiBA N B88 I 'D Z O � 9 ❑ ❑ ❑ ❑ ® O 1538 3 v (� NOTE: NOTE: I C SEE 61-EETS A6.0 AND A6.I FOR I.JNENS WILL BE CONTRACTED OUT FOR SANITATION. If10 ENLAFrAD RESTROOM PLANS 2.RESIDENT WINDOWS ARE DESK3HED TO BE OPENIED A NOT SECURED. "� �i—0OgO3.YOLMNTARY FACILITY UTH NO LOCKMG OFEXITS. =O_ ay 6' 16' OUBLt 154Ab'-b" 5'-0' 8'-3' 4'-0' 3-4" 4'-0" 6'-3 5'-0" 6'-b" 0 ❑p a. 154 159 ' ❑ 0 W O m z¢ TOTAL FLOOR S.F. =14,745 S.P. R-T OCCUPANT LOAD= 33 PERSONSb'.01, Ib'-8" OE"B/A-2 OCCUPANT LOAD= 205 PERSONS M CLR m 00 FLOOR PLAN I N SNP ® bm SNGLE N r �z g SCALE: 1/8"=1'-0" 's '55 160 r ,N x O 14 d = s -� i - � - WALL LEGEND 7. NON-RATED WALL 14R.FIRE PARTITION i~. 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M v cq CV r, co OBUILDING SECTION SCALE: 1/B"=1'-0° CONTRACTORS OPTION: COW.RIDGE VENTS U OR MECH.VENTS E" COMP.ROOF OVER 30"FELT U g OVER U2"CDX(APPLY PER MANIF,DIRECTIONS) HEIGHT OF BUILDING 4 PRE-ENSrtEE(�D TRUSSES 24"O.C. R-49 BLOW-IN I1,15UL. ,� I dr-0"TOP PLATE I I NON-RATED CEILING V3 �o m a GLASS SOLARIUM BY MANUFACTURER Ip NING 0 0 N N 4"SLAB ON GRADE w/+0'-0"IBT FF. LLLLM 0-0"15i FF. I%SLOPE 7a S_ LOPE 0_ � 1 U OBUILDING SECTION C' SCALE: 1/4"-1'-0" U a O CONTRACTORS OPTION: CONT.RIDGE VENTS TOP OF ARCHITECTURAL ELEMENT OR MECH.VENTS TOP OF PLATE p� ri n ^ 75'-T 14" CV U g5 ------/ — O ti o U .a� s. � N El U C 05 SF. L7 b U gqo� VENTS o PRE-ENGINEERED COMP.ROOF OVER 30'FELT TRUSSES •74"OL. OVER In'COX(APPLY PER CONTRACTORS OPTION: MAIF.DIRECTIONS) CONORT.RIDGE VENiV9 YEWS (/] a W=A CV PQ-�� 0 5 COMP,ROCf OVER 30'FELT O W $ tCAITE PRE-ENGINEERED 5 OVER Vt"CDX(APPLY PER 1--1 V z •49 BLgWM ;OPO PLATE TRUSSES •14'O.G. MARE.DIRECTIONS) HzED V, - `�.�n n nnn 41'-0'TOP ATE `J TOP OF PLATEW p"z/=1------- --- ----- �nnnn MBUL. r n ^_ R•48 BLOJN•N MBUL PENDANT LIGHT `P _ n al L� _."y:� n . nnn nn n nn - . O ti - "TOP ATE _--_, ------- -- ----'-"-- '-------- ems... UI 9 At.SUBP.CEILING ;��, Z � z AT.SUSP.CEILING INTAKE A O gIC :o I"I ACE- WAITI c 104 100 101 2 _ '� z �z ' 1z6 STUDS•IS"O.C. w/R-21 BATi INBUL. "QI` 4 4 4"SLAB ON GRADE A 4'SLAB ON GRADE w/LLLLM W/Ulm 4'-0"IBT PAIST PA "0'-0"IBT FF. c7 COMPACTED STRUCTURAL FILL B MIL V150UEEN COMPACTED STRUCTURAL FILL 8 MIL VISQUEEN Oy RIGID INSULATION PER GEOTECH�F"ORi BUILDING SECTION .�II�. _.,T��10 �c���, ,m m..I ," PER GEOTECH IMPORT BUILDING SEE GEOTECH REPORT � v' d m AROUND PERIMETER G SECTION FOR COMPACTION REQUIREMENTS FOR COMPACTION REQUIREMENTS V} E O SCALE: 1/4"-1�-0�� A SCALE: 1/4"=V-0" 0 V 3 1/2"CDX - `"� 2"MIN.AIR GAP �•1 W'RB OVER FLA6HIKs CLASS B COMP ROOF OVER 30•BLDG.PAPER ~ SIDING OVER I2"CDX R-49 BLM-M �( SEALANT 1 'ti}} INSUL. W Z-FLASHING I ` / �. \( 1 l� Ln a W TRUSSES BY Q'i N 5/4 TRIM 5/B"C48 MANUFACTURE A a 24.O.C. `� /- GONT G,71R J -- �F4 O \.J - INSUL.BEAM(TYP)HE Fl. IANDER 13LDG PA I VENTED HARDI SOFFIT E. 0 V PROVIDE DRIP EDGE INSULATED GLAZWG BROKER ROD- ii WALL DETAIL w m 15EALAN7 �; M SCALE: 1"=P-0" 14 O1 WINDOW HEAD r`Jk SCALE: 3"=1'—O" F MIN.U-VALUE= 5/8"GWB W j VINYL INSULATED GLAZING(1YPJ I SIDING E. WOOD SILL I I2"CDX 2xb STUDS a 16'OL. BACKER ROD i I x I --.-,-, w/R-11 BATi MSUL. u� 1 SEALANT Pi.2xb PLT. STAPLE FORTI-FLASH OVER WINDOW M I I WW NAIL FLANGE-TYP.AROUND 4"CONC.SLAB OVER PERIMETER OF WINDOW IR"BUCK-CUT B MIL VISOUEEN um I FOR PLATE 5/4 TRIM FORTA-FLASHING 4"TIGHT-LINE T-. 77 PLYWOOD FRCM DOIWSPOUiS U2"CDXCONNECT TO STORM SYSTEM 2xb STIRS a W,OL.w/ I FILLER fABRCR-21 BA?7 INSUL. fLASHMGB MIL W1501JEENo ORB OVER ..WINDOW FLANGE CLEAN WASHED COMPACTEDTRIM DRAIN ROCK STRUCTURAL FILL SIDING `� --""` d'PERT FOOTING DRAM GUB SEALANT CONNECT STORM SYSTEM R-�RIGID INSUL. (TYP.AROUND PERIMETER OF BUILDING) FLASHING DETAIL 4 WALL DETAIL N N a SCALE: 6"=P-0" O SCALE: 1"=P-0" a NOTE: - ALL WOOD ADJACENT i0 SOIL OR 0 m CONCRETE TO BE PRESSURE TREATED 00 OWINDOW SILL SCALE: 3"=1'-0" +� U CQ O F �t 01 U U cacti CIS � b a� o^ �. b b U o O 6 zarn S 1 EISILIEN 50 GmE"'E. 2x6 STUDS a 16"OL. 2x6 STUDS a 16.OL. 2x4 STUDS a 24'OL. SIDING 1x6 S1UD5 Y'O.C. �"t Z 0 STUDS ON 2x6 PLA wR-13 SOUND BATTB w!R-B SOUND BAT75 w/R-B 501A1D BAitS w/R-B SCWD BAftS � ai a Z I2"058 2x4 STAGGEIRED20B ISL'ER .bOB.l.1 iH�SHOLDS.TFreshoida9TRI TURALR2x6 STUDS a 16'OL. w/R 21 SOUND BAT ° 2'06.Rf t doorways shall not exceed 0.15"(IS.I M)w/R-21 BATi MSUL. re a-•or slidi doors servin dwell)5/B"CdI1B TYPE X i Ulm INSULATION0 5(12.T wm)tor othgar doo DOORm i0 5/S'G"S TYPE X 5/B"CdUB 1u5/S'Ga.B TYPE x sea,Teaholde and flow level changes5/B"Cdl6 TYPE X 5/B"GWB TYPE X EA.SIDE RESILIENT CLIPSzts•Horn 015E(bA mn)at doorways sall(2)LAYERSwe ad with a slope not greater than5�"GUI 5/e"GWB TYPE Xore At vertical In two units horizontal RESILIENT CLIPS RESILIENT CLIPS I TYPE x (50%slope). �z INTERIOR SU AGE EXTERIOR SURFACE TYPICALSEE DETAIL 1 SHEET A6.2 SEE DETAIL 2 SHEET A6.2 1—HR. CORRIDOR FIRE PARTITION INTERIOR WALL EXTERIOR 1—HR. RESIDENTIAL PARTY WALLFIRE BARRIER DOOR SILL DETAILOWALL TYPE WALL TYPE O WALL TYPE WALL TYPE WALL TYPELL TYPE 6 SCALE: 1 1/2"=P-0" SCALE: 1 1/2"=1'-0" 8 SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" 1 1/2"=1'-0" t\. C 0 E E o U_ 3 GENERAL NOTES TYPE A ADA NOTES I. ALL INTERIOR BEARING WALLS,MEMBRANE f ENETRATIONS,DECKS,FLOORS;4 31. HOUR CEILINGS: CEILINGS SHALL FORM CONTINUOUS RESISTIVE MEMBRANES BUT �1003.9 Operable Parts. Lighting controls. electrical ANY OTHER FRAMED SURFACE i0 BE I-HR IALL WITS) MAY HAVE OPENIN GS FOR PLUMBING PIPES,DUCTS,AND ELECTRICAL CUTLETS, panelboards,electrical switches and receptacle outlets, 1003.113 Natural ventilation.O erable windows � PROVIDED THE FOLLOWING CONDITIONS ARE MAINTAINED 114A.12) !envirormen'a controls. apciiance controls operating P 2. CONSTRUCTION CONSULTANTS OF W48HMGTON,LLC OR EQUAL SHALL PERFORM hall e for operable windows,plumbing Fixture con- required to provide racural ventilation shall comply A APPROVED PIKE DAMPERS SHALL PROTECT DUCT OPENNGS.(SEE trols,and use,contras for security or intercoms stems with Sections 309.2 ann 309.3. W .SPECIAL N6PECTION O THE EXTERIOR ENVELOPE PER ENGROSSED HIS 1848, b Y UNLESS OWNER SIGNS AN AFFIDAVIT THAT HE WILL OW THE BUILDING FOR A MIN. DETAIL B ON SHEET Ai shall comply win Section 309. 1003.13.2 Emergency escape.Operable windows OF 5 YEARS AFTER IST OCCUPANCY. B. INDIVIDUAL ELECTRICAL OUTLET BOXES SHALL BE OF STEEL OR EXCEPTIONS: required to provide an emergency escape and res- OTHER APPROVED MATERIALS AND SHALL NOT BE GREATER THAN 16 cue opening shall comply with Section 309.2, 3. N ALL OCCUPANCIES,ACCESSORIES SUCH AS GRAB BARS,TOWEL EARS, SQUARE INCHES N AREA 1 Receptacle outlets sewing a dedicated use. 0 PAPER DISPENSERS AND SOAP DISHES,ETC.PROVIDED ON OR WITHIN WALLS, C. RECESSED LIGHTING MUST BE FIRE RATED FOR ONE-HOUR FIRE 2 W-ere two od more receptacle outlets are pro- - In aeon a k tchec above a length o}mouter 308 Reach Ranges W W SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM RESISTIVE FLOOR)CEILING OR CEILING/ATTIC ASSEMBLIES OR g T MOISTURE. 'TENTED"IFIRE RESISTIVE MATERIALS TESTED FOR FIRE tap that is umrterrupted by a sink or appliance, 308.1 General.Reach ranges shall comply with Section r, .�-: 4 I RESISTANCE, ore receptacle cutlet shall not be required to 308. W A i� 4. $HOMIER$IN ALL OCCUPANCIES TO BE FNIS14ED AS SPECIFIED ABOVE 70 A: - ccmpiy with Sec':on 309. - 1 M HEIGHT OF 10"A50A DRAIN INLET.MATERIALS OTHER THAN STRUCTURAL 38, I-HOUR PARTY WALLS,FIRE-RESISTANCE-RATED WALLS AND PARTITIONS 308.2 Forward Reach. FS� 3 Fecd-ace ptacle outer. ELEMENTS USED IN SUCH WALLS TO BE OF A TYPE WWIC4 18 NOT ADVERSELY REQUIRE STEEL OR OTHER LISTED MATERIAL ELECTRICAL BOXES THAT DO NOT 308.2.1 Unobstructed.Where a forward reach is Q' 4 HVAC dlrfusers. P.,O AFFECTED BY MOISTURE. EXCEED 16 SQUARE INCHES N AREA THESE ARE ALLOWED,PROVIDED THE unobstructed,the high forward reac shall 'be 48 r l P],�"O AGGREGATE AREA OF THE OFENING5 THROUGH THE MEMBRANE DOES NOT 5 Controls mounted on ceiling fans. inches 1226 min maximum and me:ow Towel V � 5. ALL TOILET ROOMS i0 BE PROVIDED WITH A MECHANICALLY OPERATED ( ) [� EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EXCEED 100 SQUARE FEET OF WALL AREA THE ANNULAR SPACE BETWEEN THE 6. Where redundant controls other than light reach shall be 15 inches(380 min)minimum above E-O EVERY 15 MINUTES.SUCH SYSTEMS TO BE CONNECTED DIRECTLY TO THE WALL MEMBRANE AND THE BOX SHALL NOT EXCEED I/8" UCH. S BOXES ON switches are provided for a single element, the floor. w OUTSIDE,AND THE POINT OF DISCHARGE TO BE AT LEAST 5'FROM ANY OPPOSITE SIDES OF THE WALL OR PARTITION 514ALL BE SEPARATED BY ONE one control in each space shall not be required OPERABLE WINDOW. OF THE FOLLOWING(11432) `o'ice accessible. 36'TYP. A BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24'WHERE THE WALL 7. Reset buttons and shut-offs serving appli- BEDROOM b. EVERY WIT TO WAVE A SMOKE DETECTOR IN EACH BEDROOM AND ONE IN THE OR PARTITION IS CONSTRUCTED WITH INDIVIDUAL ances,piping and plumbing fixtures. WINDOW SI HALL.SMOKE DETECTORS TO RECEIVE THEIR PRIMARY POWER FROM THE NON-COMMUNICATING STUD CAVITIES. 8. Electrical parelboards shall not be required to BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE. B. BY PROTECTING OUTLET BOXES WITH LISTED PUTTY PADS OR EQUAL. comply with Section 309.4. r.y WIRING TO BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN 11003.10 Laundry Equipment Washing machines and 39. EXITING AND DOORS: TH08E REQUIRED FOR OVER CURRENT PROTECTION.SMOKE DETECTORS AS clothes dryers shall comply with Section 611. 1 I SHOW ON PLANS SHALL BE INTERCONNECTED e/BATTERY BACK-UP.WlIA12 A FOR PURPOSES O INFORMATION,ALL MEANS OF EGRESS DOORS ' SHALL BE READILY OPERABLE FROM THE SIDE FROM WHICH EGRESS 1003.11.2.2 Lavatory. Lavatories shall comply ^ c�� E'N 1. EXTEND THE FIRE-RESISTIVE WALL PROTECTION TO THE SOLE PLATE BEHIND IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE with Section 606. THE TUBS OR SHOUTER WITS WHICH ABUT A REQUIRED FIR£-RATED WALL. OR EFFORT,1010J3 EXCEPTION: Cabinetry shall be permitted S. ALL GLAZING 70 BE CLASS 60 MINIMUM. B. ALL LIGHTED EXIT SIGNS WILL FEOUIf4E CONTINUOUS ILLUMINATION under the lavatory,provided the following trite- U WITH BACK-UP DURATION CAPABILITY OF 90 MINUTES IN CASE OF ria are met: W 3 NSTALL ONE 2A,10.54 PORTABLE FIRE EXTINGUISHER AT THE BOTTOM PRIMARY POWER LOSS. 101363 F LANDING OF EACH STAIRWAY.RECOMMEND SECURITY CABINETS,MOUNT NO C. EXIT ILLUMINATION POUTER SUPPLYremove or re 614ALL INCLUDE BACK-UP (a) e eo or re can be removed without placement of the lavatory; Fw.saa.z.7 MORE THAN 60 ABOVE THE FLOOR LEVEL.INSTALL ADDITIONAL FIRE REXT.OM CAPABILITY IN THE EVENT OF A POWER FAILURE.RDU THEN OF NOT LE uNOESTRucTEo FORWARD REACH �zui AS NEEDED SO ONE IS LOCATED WITHIN A MAX.TRAVEL DI87.O 15'FRO`1 ALL POWER SYSTEM 5F7ALL PROVIDE POWER FOR DURATION OF NOT LESS (b)The Food finish extends under the cabi• U PORTIONS O THE BUILDING. THAN W MINUTES AND SHALL CONSIST O"STORAGE BATTERIES,WIT retry,and element,the high side leach shall be 46 inches 10. STREET ADDRESS NUMBERS SHALL BE VISIBLE AND LEGIBLE FROM THE EQUIRIEN7,OR AN ON-SITE GENERATOR THIS REQUIREMENT APPLIES (c)The walls behind and surrounding the ( (1220 min)maximum and the low side reach shall be u Q STREET TO THE BUILDING AS WELL AS FOR EVERY ROOM THAT REQUIRES TWO cabinetry are finished 15E inches (380 mmF)mining um above the floor.at not IL CLOTHES DRYERS SHALL BE CONNECTED TO A DUCT DIRECTLY TO THE EXITS.E EXIT altered shall be permitted at 54 inches(1370 mm) D. TACTILE EXIT SIGNS PER Alll.l-2003 ARE REOUIFED AT THE � REQUIRED EXIT DISCHAl iE DOORS TO THE EXTERIOR 1013.4 54"MIN maximum above the floor. EXTERIOR 12. EVERY UNIT TO HAVE COMFORT HEATING FACILITIES. 40. AIR LEAKAGE CONTROL: m �i THE THERMAL BUILDING ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR 13. FLASHING SHALL BE PROVIDED FOR ALL EXTERIOR OPENINGS. THE DISPENSER LEAKAGE N ACCORDANCE WITH THE REQUIREMENTS O SECTION R402.4.1 14. ALL WITS WILL BE SEPARATED WITH Il CAB TYPE X DRAFT STOPS IN THE THROUGH R402AA THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SOAP DISPENSER ATTIC. 844ALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. THE PLAN.WAINSCOT TYI- 24N36"S.S.MIRROR (a) - - z§6 15.. ROOF SHEATHING WILL HAVE EXTERIOR OR INTERMEDIATE GLUE CO PO4-iS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE AROUND PERB'E7ER OF 36"MIN. P.T.DISPENSER 12" 3S"-41" 20 max R402.4.1-R402.45 SHALL BE INSTALLED IN ACCORDANCE WITH THE RAROUND FI(ALL WALLS) Q' 2'-0" 510 / I6. THE STEP FROM THE LANDING TO THE WIT AT THE THRESHOLD OF EVERY MANUFACTURER'S INSTRUCTIONS AND THE CRITERIA LISTED IN TABLE R402AJJ, MN.4'ABOVE FLOOR MIN b LEVER HANDLE � � � �_ E OPENING SHALL NOT EXCEED 1/!",WITH BEVELED EDGE AS APPLICABLE TO THE METHOD OF CONSTRUCTION.THE BUILDING SHALL HAVE FAUCET AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR C j Ill ALL STAIR RISERS TO BE MAXIMUM 1"HIC7H AND TREADS TO BE II"MINIMUM. =F / THE HANDRAILS To BE TPIFE.LOCATE 34"HE LAST RISER AT TI�IE�t THEOP Ad DBOttCf10F THE IRS. EXTEND 12 PAST 41. ALL LTiOWHhl�i I�OF i�F1EWIB0IL�ER 20�15 PC SECTION 5011 SEISMIC STRAPPIN5.A7 THE TOP AND 0 4 - 24"MIN \ i N 42. ALL WATER HEATERS SHALL BE EOUIPED WITH AN EXPANSION TANK PER 2015 10. NON-BEARING WALLS 70 BE HELD DOWN FROM THE BOTTOM CHORD OF THE AMC bECTIGN 6909. r W' ROOF iR155E8 WITH 61MIPBCN OTC CLIPS TO ENSURE THAT THE TRUSS CHORE 43. ALL HVAC DUCTINS SHALL COMPLY WITH THE LATEST SMACNA REQUIREMENTS 4._" WRAP PIPES M M 255 x 1 a WILL NOT BEAR ON 714E WALL. 16 MIN EXTEND UPWARDS RIGID INSUL.TO 42"MAX AND CHAPTER b O THE 20B IBC STANDARDS FOR SEISMIC BRACING.. ON WALL 6" PREVENT BURNS lb) FIG.3aa.3.7 a le, BATHROOMS AD LAUNDRY RD"TO HAVE SEPARATE AND INDIVIDUAL 44, ALL WpRC IB BUBJECI i0 INSPECTION AND APPROVAL UNDER 2015 IB'MAX >20-25 UNOBSTRUCTED SIDE REACH _ >510 EXHAUST SYSTEMS. INTER4.ATIONAL MECHANICAL CODE AND THE WASHINGTON STATE AENDMENTB A B C Flc.soe.2:z 308.3.2 Obstructed High Reach.Where a clear 20. USE DENSGLASS GOLD AT ALL EXTERIOR LOCATIONS AND USE GWB APPROVED ADOPTED BY THE CITY. T YP. R E S T R O O M ELEVATIONS OBSTRUCTED HIGH FORWARD REACH Floor space complying e With Section a hi allows a mach par- FOR WET LOC.M ALL BATHROOMS AND UNHEATED STORAGE ROOMS.COVER 45. PRIOR 70 INSULATING ANY DUG7UlOPoC INSPECTION AND APPROVAL IS allel approach to an element and the high side reach INSIDE COMBUSTION CONSTRUCTION,SUCH AS STORAGE WITS WITH 5/8"GWB. REQUIRED 308.3 Side Reach. is over an obstruction,the height of the obstruction •ri 2L MECHANICAL/ELECTRICAL INSTALLER TO TOTAL ALL PROPOSED HEATING 1 O SCALE: 1/4"=1'-0" 1 shall be 34 inches(865 min)maximum above the 46. PROVIDE A SMOKE/FIRE DAMPER IN HVAC DUCT PENETRATIONS OF THE 308.3.1 Unobstructed.Where a clear floor space floor and the depth of the obstruction shall be 24 EQUIPMENT AND SFNOU EQUIPMENT WILL COMPLY WITH WBEC. SMOKE/FIRE BARRIER IN THE EAST WALL O"LAUNDRY ROOTM 136 PER IBC complying with Section 305 allows a parallel inches(610 min)maximum.The high side reach approach to an element and the edge of the clear shall be A8 Inches 1220 min maximum above the m SECTIONS 1f1,11155,4 11152. floor space is 10 inches(255 min)maximum from the P ) ( ) .z 22. NO AIR ADMITTANCE VALVES ARE ALLOWED.DISHWASHER WILL NEED AN AIR floor for a reach depth of 10 inches 255 min maxi- C) ti GAP.(1YP.ALL WITS) 41. KITCHEN i0 MEET THE REQUIREMENTS O 5'-0 V4" 23. TOP LINES WILL NEED TO BE RUN TO THE EXTERIOR OR AN APPROVED DRAIN. OF THE FOOD SERVICE CODE CLR THIS APPLIES TO THE DRAIN PAN AS WELL(SEPARATE LINES). ALSO YOU WILL ..-� ■ .� ■o ■ ■ ■NEED EXPANSION TANKS BECAUSE IT IB A CLOSED WATER SYSTEM. O O 24. PROVIDE EMERGENCY(BACK-UP POUTER)TO EXTERIOR LIGHTING T14W TO Y PARKING.LOT. 0 ■ s p I E-F Imo+ o ■ SHELVE )(i E o C� C) ^ 25. WATER HEATER TO BE INSTALLED AND THE INSULATED PAD TO COMPLY WITH ■" o ADA tl� I p o NEC SECTION 420.ALL WATER HEATERS SHALL HAVE SEISMIC TIE DOHS. ■ ti.� i E m F E ~ 26. CARBON MONOXIDE DETECTORS ARE REQUIRED OUTSIDE O EACH SLEEPING T ■ �� ! „� a AREA IN ALL UNITS A6 WELL A5 EACH FLOOR LEVEL.PER 208 AFC.CHAPTER ■: --- O S15 I ALL WITS) U m 21. ALL HOODS TO VENT 20 EXTERIOR 0 28. PROVIDE FIRE ALARM SYSTEM AND AUTOMATIC FIRE SPRINKLER SYSTEM PER N . CLR AREA t R AREA 10 max >10-24 (1 0) CITY OF ARLNGTON REQUIREMENTS.COMPLETE NFPA 13 FOR B/A-2 OCCUPANCY 'v 0 �•+ PROVIDE GRAB BARS FOR : -- ----- ----- 255 255-610 AND NFPA 13R FOR R-I OCCUPANCY SPRINKLER COVERAGE IS REQUIRED. (a) (b) 2% ALL WEATHER EXPOSED DECKS AND STAIRWAYS SHALL BE CONSTRUCTED OF ALL TOILET$4 15ATH W.FXTURES TREATED WOOD OR OTHER APPROVED SPECIES NOT SUBJECT TO ADDITION TO THE ADA LOLCATIONS ■ j FIG.308.3.2 a DETERIORATION. ■. OBSTRUCTED HIGH SIDE REACH a 30. PROVIDE CLASS I FLAME SPREAD FINISH MATERIAL SUCH AS SIDING AND Dru min!.the high side Depth exceeds bs 46 inches �CEILING LOCATED N THE COVERED STAIRWAY. mum.Where the reach depth exceeds I.,,ones �y 16 0 31. CONTRACTOR i0 PROVIDE CLASS C FIFE RETARDANT ROOFING PER 2015 IBC: ■ '.170 m24 rziesmaxim rr accve the floor for a reach a PROVIDE LISTING INFORMATION. ■ depth of 2n it tie ;610 r maximum. la ■ EXCEPTION H,wasr rg machines and clothes (� 0 �4 32. CONTRACTOR TO PROVIDE TRUSS ENGINEERING AT SITE FOR FIELD INSPECTOR ■ m dn,err, he relight of the obstruction shall be per- w z x ¢ted to be 36 inches(915 min)maximum above sH H E-r VERIFICATION BEFORE INSTALLATION O TRUSSES. ne Poor. A W Z E- :; 33. ANCHOR BOLTS SET N PLACE,DRILLED IN PLACE,OR OTHERWISE INSTALLED ■ a 1 ��11/1 r7'y►-I 309 Operable Parts �V A O Z AFTER THE CONCRM HAS SET UP 514ALL ONLY BE DONE UNDER THE ■ w IMMEDIATE OBSERVATION O AN APPROVED SPECIAL INSPECTOR PER 208 ■ 309 1 General Operacle parts required to be accessi- IBC. ■ �� �� Ale she comply with Sect on 309. �Ay'Iy„I 0 34. SHOWERS N APARTMENTS MUST CONFORM TO IBC CHAPTER II 4 AN81,WHICH 309.2 Clear Floor Space.r c ear floor space cemply- Z 0 W \ :c wit Sec•c 305 nal'�.b c-.rovided. C-)W STATES A MINIMUM OF 1024 SQUARE INCHES AND A MINIMUM 30"CIRCLE CLEAR / rw Qi w ° WITH NO PROTRUSIONS INTO IT. ) 309.3 Heigh[.Coal e oars shall be placed within one (� 35. ALL EXTERIOR DOORS SHALL BE(LEATHER STRIF'�D AND SHALL BE NOT LESS ) 1 U) (/U Z es in THAN U VALUE 34. 1 l 3094 Operation Ope ae Sorts shell be operable with o 36. FIRE CAULK ALL PENETRATIONS THROUGH I HR ASSEMBLIES. 0 I 1 I w strg of he w st :e force required to activists, [I ore rand and hall t qc re tight grasping pinching, W E, 3 x CIS j < e able parts shall a -bbds(22.2 N)maximum. �r- �z m I a5 MIN.FIFE LABEL \ / 30x68 _ EXCEPTION Gas p nozzles shall not be y KO equ'.ed; provide c rab:e parts that have an acti- Ir I Q"4 a ■ / at ng°erica'f 5 U..:..rds(22.2 N)maximum. ►*4 N ■ � o - TYPE A ADA RESTROOM oSCALE: 1/2"=1' 0" u_ 3 TYPE B ADA NOTES 1004.T7.1.1 Swing-up Bars.A cleaa nce o-f 1004.8 Operable Parts. Lighting controls, electrical I. 9-�P � -id0411.3.1.1-Lavatory.A clear floorspzca (switches and receptacle outlets, environmental con- 18 Inches(455 mm)minimum from the centerine complying with Section 305.3,positioned for a hi trols,electrical panelboards,and user controls for secu- of the water closet to any side wall or obstruction parallel approach,shall be provided at a lava- rity or Intercom systems shall comply with Sectors shall be provided where reinforcement for swing- tory.The clear floor space shall be centered on 309.2 and 309.3. up grab bars is provided.When the approach to the lavatory. the water closet is from the aide,the 18 Inches EXCEPTION: A lavatory complying with EXCEPTIONS: (455 mm)minimum shall be on the side opposite Section 806 shall be permitted.Cabinetry 1. Receptacle outlets serving a dedicated use, the direction of approach. Reinforcement shell accommodate a swing-up a shall be permitted under the lavatory pro- g p grab bar centered 15 h 2. Where two or more receptacle outlets are pro- inches(400 mm)from the centerline of the water vided the fallowing criteria are mat: V 1 M vided in a kitchen above a length of counter closet and 28 inches(710 mm)minimum in length, (a)The cabinetry can be removed without (.,,� MCO to top that Is uninterrupted by a sink or appliance, measured from the wall to the end of me horizon- removal or replacement of the lava- O 0 one receptacle outlet shall not be required to tal portion of the grab bar.Reinforcement shall tory;and C 1 Comply with Section 309. accommodate a swing-up grab bar with a height In (b)The floor finish extends under the cab- W IR 0 s(840 mm)position of33 p inches minimum Ine! 3. Floor receptacle outlets. the down-- - - ry;and q 43 4. HVAC diffusers. and 3s inches adequate mm)maximum, Reinforce.in cr. M meM shall be adequate to rester forces in axor- (c)The walls behind and surrounding the �"�.•. 6. Controls mounted on ceiling fans, dance with Section 609.8, cabinetry are finished. p B. Controls or switches mounted on appliances. 1004.11.2 Clear Floor Space.Clear floor spaces 1004.11.3.1.2 Water Closet.The water closet 7. Plumbing fixture controls. required by Section 1004.11.3.1 (Option A) or shall comply with Section 1004.11.11.2. � F a� _ to04.11.3,2(Option B)shall comply with Sections 1004.11.3.1.2.1 Location.The centering of O h 8. Reset buttons and shut-offs serving appll- 1004.11.2 and 305.3, the water closet shall be 16 Inches(405 hi antes,piping and plumbing fixtures. 1004.11.2.1 Doors.Doors shall not swing Into the minimum and 18 inches(455 mm)maximum 9. Where redundant controls other than light clear floor space or clearance for any fixture. from one side of the required clearance. dr switches are provided for a single element, EXCEPTION:Whoa a dear floor space com• 1004.11.3.1.2.2 Clearance. Clearance M one control in each space shall not be required plying with Section 305.3,excluding knee and around the water closet shall comply with W I'-b" I'-4" PROVIDE GRAB BARS FOR to be accessible. toe clearances under elements, is provided Sections 1004.11.3.1.21.1 through PQ ALL i011ET8 1 BATHING FXTURES within the room beyond the arc of the door 1004.11.3.1.2.2.3. 5 3/4' 10.Within kitchens and bathrooms,lighting con- swing. k IN ADDITION TO THE ADA LOCATIONS EXCEPTION:Clearance complying with trols,electrical switches and receptacle outlets 1004.11.2.2 Knee and Toe Clearance.Clearfloor Sections 1003.11.2.4.2 through are permitted to be located over cabinets with space at fixtures shall be permitted to include 1003.11.2.4.4, counter tops 36 inches(915 mm)maximum in knee and toe clearances complying with Section r � i 1 height and 261/2 Inches(650 mm)maximum In 300. Clear 11.e around Clearance Width. depth. Clearance around the water closet shall ■ 1004.11.9 Toilet and Bathing Areas.Either all toilet� be 48 inches (1220 mm) minimum in f+ ■ 1004.10 Laundry Equipment.Washing machines and and bathing areas provided shall comply with Section width,measured perpendicular from the V ■ clothes dryers shall comply with Section 1004.10, 1004.11.3.1 (Option A),or one toilet and bathing side of the clearance that Is 16 Inches W \ /O ■ 1004.10.1 Clear Floor Space.A clear floor apace area shall comply with Section Me 11.3.2(Option 1405 mm)minimum and 18 inches(455 E+B). mm)maximum from the water closet can- parallel with Section a pro shall r provided.A ter fine. ■ 1004.11.3.1 Option A.Each fixture provided shall 4'CLR parallel approach shall be provided for a top loading 1004.11.3.1.2.2.2 Clearance Depth. ® ■ ® complywith Section 1004.11.3.t. U m "+ machine.A forward in parallel approach shall be pro• "adl �•R' EXCEPTIONS: Clearance around the water closet shell ■ vided for a front loading machine. ba 56 inches (1420 mm) minimum In -------1 ■ 1004.11 Toilet and Bathing Facilities.Toilet and bath. 1. Where multiple lavatories are Drovlded In depth,measured perpendicular from the ■ ing fixtures shall comply with Section 1004.11. a single toilet and bathing area such that rear wall. G travel between tlxturea does not require ■ EXCEPTION:Fixtures on levels not required to be 1o..1,.3.1.2.2.3 Increased Clearance travel through other parts is the unit,not 30°x�„ ■ m accessible. more then one lavatory is required to Depth at Forward Approach.Where e CLR Atli ■ To 1004.11.1 Grab Bar and Shower Seat Reinforce. comply with Section 1004.11.3.E forward approach is provided,the clear- ■ ment.Reinforcement shall be provided for the 2. A lavatory and a water closet in a room ance shall be 88 inches(1875 mm)mini installation of grab bars and shower seats at water containingonly a lavatory and water mum In depth,measured 9 closets,bathtubs,and shower compartments.Where y ry P perpendicular b L__ ______J P closet,provided the room does not con- from the rear well. ■ -, walls are located to permit the coon 04.5 of grab rein the onlylavatory or water closet on cs ug bars and seats Complying with Section coon 0 water Y vanity or other obstruction Clearance Overlap.A 3 7. ■ �: P Y 9 the accessible level of the unit. vent or Omer obstruction 24 Inches 810 � � m closets;grab bare complying with Section 807.4 at ( '$ mo ■ ■. mm)maximum in depth,measured par- r balhtubs;and for grab bars and shower seats cam- endlcular from the rear wall,shall be ■ ® ■ plying with Sections,808.3,808.2.1.3,808.2.2.3 and P per- a r+s milted to overlap the required clearance, roS e ■ ■ shall a ro shower compartments;reinforcement provided the width of the remaining clear- ■ shall be provided for the�Installation a grab ■ once at the water closet Is 33 inches 840 ■ ■ bare end seats complying with those requirements. mm)minimum. ■ ■ 24"LAV.COUNTER OBSTRUCTION 1004,11.3.1.3 Bathing Fixtures.Where pro. 24S ALLOWED PER 1004,113,122.4 vided, a bathtub shall comply with Section 1004.11.3.1.3.1 or 1004.11.3.1.3.2 and a hower compartment shall comply with Section N 1004.11.3.1.3,1el p tubs.A cle ance 60 I1004.11.3.1.3.1 nches(525 mm)m n.Imum In length and 30 inches(760 mm)minimum In wklth shall be provided In front of= bathtubs with a parallelapproach.Lavetoriea m complying with Section 606 shall be permit- ted inthe clearance.A lavatory complying with Section 1004,11.3.1.1 shall be permit- ted at one end of the bathtub If a cleaanceCLR ■ - 48 inches(1220 mm)minimum in length and BEL F - 30 inches(760 mm)minimum in width is pro. 3m x bB ■ vided in front of the bathtub. ,N ■ 11104,11.1.1,3.1 Forward Approach Bath- ■ tubs.A clearance 60 inches(1525 mm)min. U O O ■ - — ■ PROVIDE BLOCKING FOR Imum in length and 4 inches( mm) g 5'-0 I/4" o ■ n minimum in width shall be provided In front of g ■ ■ 28 LONG SWING-UP GRAB BAR bathtubs with a forwardd approach.h.A A water ■ CLR PROVIDING RESISTANCE OF 250e's closet and a lavatory shall be permitted in ■ ■ i.OF HORIZ.PER 609.8 the clearance at one end of the bathtub. O LEGEND a, 6 S I� c TYPE B ADA RESTROOM TYPE B ADA RESTROOM DUPLEX OUTLET fry CABLE TV O ti M SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-O" » DEDICATED OUTLET QwH' WHOLE HOUSE FAN c sWITC1J�D OUTLET 0 EXHAUST FAN n �s,v. $URFACE MOUNTED OUTLET s''e SMOKE DETECTOR o Q� WEATHER PROOF OUTLET woe DOOR BELL > FOUR PLEX OUTLET 'I DOOR BELL CHIME ------- � .I�r� . �� � m ����� �� . � 1 ����� � � �� � as 0 220VOUTLET �Ha Him515 w CQ -I ® 1 0 r 1 m 1 / 1 ® 1 O ® / �) $22 5p11TCFl H. CAM HEATER J m 1 / 1 L J/ 1 `� / $r FAN SWITCH I-y w.7 09 $ -------� 1 �J r------- 1 1 ��// 0 DUCiLE888PL1T �tLs7� - 1 $3 3-W4Y BWITON �E 4 V E+Z r20" 20° 36' 1 b'-B" 1;* I —n r— H.L c HEATLAMP C MAX. MIN MAX. MAX MIN. MAX. M I 1 $ NEAT LAMP SLLMICN A W',..r,Z.i F I 1 I L——————— 1 CLR 1 CLR if I 0 PHONE �' L*r T(STYLE/TYPE 70 BE a rZi m L C CARPET ADRCHITEIOCT) BY GONER/ c in LLF WOOD FLOOR ® W V -------1 L- � _� r------- 1 r---, FLt7URLIGHT �1 Poo 1 VP VMt'L FLANC z N i I 1 LOCATE OUTLETS AT 15'AFF.UNLESS OTFERII$E NOTED, E�W O 1 -8' I 5'-8' I 24.OBSTRUCTED SIDE I;EACH=34' O E"i _J L__ ___ 1 1 I cc U4088TpJOTED FORWARD 4 SIDE REACH=B'MIN-48'MAX. 0y 'el.",z 0 1 IP.4' 11'-4" r 1 I I I ALL OPERABLE PART s 70 BE PLACED IN THESE RANGES. � r�-t 5� CLR' O O \ / CLR 1 r•+ 1 — O I F—I I P1.•PRIVACY LOCK(TYP.ALL BEDROOMS 4 BATHS) _ a `, 1. __J L_ 1 --I L___J sill=SUIali MOUNTED OUTLET a 3 w L'ri r'1 A TYPICAL TWO BED UNIT TYPICAL ONE BED UNIT E SCALE: 1/4=1-0 "SCALE. 1/4"=1'-0 3 w un O a Dir'M� C � O O V CLASS"C"ASPHALT SHINGLES CLA9b"C"ASPHALT SHINGLES f 1 CQ ROOF TRUSSES a 24"OL. OVER B&BUILDNG FELT 1 BY hIANUF. 1/2"CDX PLYWOOD SHEATHING ROOF TRUSSES BY2MANUF. I V1"COX PL IYWOOD SHEATHING LDING PELT 4 CLASS"C'ASPHALT SNIXrLEb W ROOF iR199E8•24"O.C. OVER 30r BUILDING PELT a BY MANUF. I 1/R"CDX PLYWOOD SHEATHINGS R-49 SLOW-IN INSUL. I R•48 BLOWN-N INSUL, V� NOTE: 141 BLOWN-IN INWL. ✓♦U ALL ELECTRICAL BOXES IN FIFE PARTITION WALL W SHALL BE SIMACE MOUNTED B/FIRE-RATED CAULK F, PENETRATIONS OF FIRE BARRIERS I'PARTITIONS U INZ12TO MEET IBL.ll4 � ai d NQJ-RATED CEILING (D LAYER 5/8"G.W.B. (U LAYER 5/8"ISM.. NONRATED CEILING (I)LAYER 5/8"GIDB. NON-RATED CEILING DOUBLE TOP PLATE DOUBLE TOP PLATE TYP.FULL HEIGHT 5 TYP.FULL HEIGHT 5 R-11 SOUND BATT W R-II SOUND BATE (U LAYER 5/8"TYPE X US. w R•II BOUND BAtt (2)LAYER OF 5/8"TYPE"X"Gin 6 OVER RESILIENT CHANNEL op (U LAYER OF 5/8"TYPE"X°CaIE (U LAYER OF 5/8"TYPE"X"GWB OVER 2X4 STAGGERED (U LAYER OF 5/8"TYPE"x"GM OVER 2x4 STUDS a 11 (U LAYER OF 5/8"TYPE"X"GUS OVER 2x4 STUDS a 4'O.C. 6=5 a 18"O.C.STAGGERED a EA.SIDE(I-HOUR REQ'D) ENI CHANNEL EA SIDE(I-HOUR REQ'D) RESILIENT CHANNEL ON 2X6 PLATES OVER 2x4 STUDS a 1W O.C. RESILIENT I-SIDE FULL HEIGHT OVER 2x4 STUDS a Ib"OL. ISIDE FULL HEIGHT W/R-21 BOUND BATES EACH WALL TYP,2x4 BLK'G OVER EACH WALL TYP"2x4 BLK'G OVER 3 P.T.2x&SILL PLATE 41,CONC P.T.2x4 SILL PLATE 4„CONC. P.T.2x4 BILL PLATE 411, CONC SEE FOUNDATION PLAN FOR AB. SLAB ON GRADE SEE FOUNDATION FLAN FOR AB. SEAS ON GRADE SEE FOUNDATION PLAN FOR AS. SLAB GRADE SIZE 4 SPACING REQUIREMENTS 917E 4 SPACING REOUIREI-ENTS SIZE 4 SPACING REQUIREMENTS o 0 III111 —1 III 1= 111=1 -III-i = — — - _ = SEE STRUCTURAL DMS. III—� 1—III-111 III—I —n, SEE STRUCTURAL DWSS. III 111—III— —III I — —III —III— — — SEE STPoJC?URAL DLLCS. 4 SOILS REPORT I I I=1 I I-1 I-1 11=1 11=1 I El 11=I 11=1 11=1 11=1 11=1 I I_ 4$C LS REPORT �I I i=1 11=1 I I_I I I—I 11=1 11=1 I I—I 11=1 11=1 I I-1 I I_ I I I �solLs�POR 11rIJ III—I II I_II II—IJ11='�_1_I 1=1—I — I. e MIL wsauEEN,TrP. II I_I I I_jJl_I J j�_�I 1=1 �_L=IL_I I I_�I II I I— 11 I 1=1 1=1 1=JJ11=I 11 1=1 1=) II I_II 1=1 1=1 I— 1=�=�Ll 111 11 -1 II I�1 11 "" III I I I 1=,III— 8 MIL.VISQUEEN,TYP 1-I I ITT I 1 1=1 �1 I I ICI II I am IL.vISOUEEN,TYP. .� z CORRIDOR UNIT PARTY WALL 1A 1-HOUR FIRE BARRIER O1-HOUR FIRE PARTITION O1-HOUR REO'D FIRE PARTITION o SCALE: 3/4"=1'-O" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" z O o GA FILE NO.WP 3230 . U U O FIR � GYPSUM WALLBOARD,RESILIENT CHANNELS, GLASS FIBER INSULATION,WOOD STUDS N Resilient 6'ob.withnels 24'66 coistadc eattache IW d alon right ,0angles 086'shaONE SIDE heads, X 3'gypsum studs N wallboard filter stripe attached to plate at floor lie with 6d nals.One layer"/$'typeX f� .. M r•+1 o gYPum wallboard or gypsuma as r base applled parallel to channel$with t'TypoS -- ------ (, drywall screws 8'o.c at horizontal Joints and 12 ac.at intermediate channels,1;o — —` glass fiber Insulation,0.B pcf,stapled to studs In stud space. FIRE SIDE Q) O Thickness': $°/n' Did IN OPPOSITE 310E:One layer°le"type X gypsum wallboard or gypsum veneer base gpproX.Weight;7 psf 'b 'b U applied at right angles to elutla with Btl nails 8'o.c. Firs Test: OSU T-3127,10.4.65 End joint.staggered 48"on opposite sides,Sound tested with Thglew fiberineuletion Sound Test: RAL TL77.138,5.5-77 in stud apace.(LOAD-BEARING) CQ c� CV O5 1-HOUR WALL w UFo N.T.S. TOP CHASE WALLS,WOOD FRAMED 1.4 D" 5/8"rrr�5 TYPE x STUDS ON STAGGERED GIDB. GA FILE NO,WP 5509 PROPRIETARW 1 HOUR 85 to 59 D �SILIEMi CLIPS RESILIENT C1444EL INSTALL W/CONNECT FIRE SOUND P w O IOU R•21501IND BAttB CHANNEL w/SCREW HOLE a BOTTOM TYPICAL GYPSUM WALLBOARD,WOOD STUDS F+1 z 4 EXCEPT a BOTTOM PLATE WHICH IS REVERSED One layer 518'proprietary type X gypsum wallboard applied parallel or at right p o (2)LAYERS angles to each side of 2 X 4 wood studs 16'o,o.staggered W ap.on 2 X 6 O h wood plates with 1-1/4"drywall screws 8'o c.Minimum 3.112'glass fiber 5/8 GIIE BOTTOM I/4"GAP TOP AND BOTTOM O U' TYPE X FOR CAULKING rnawation.0 BO pot woven In cavity. M d',z Joints staggered 24-on opposite sides. - - - W �z T Sound tested With resilient channels on one side and 3-1V glass fiber insulation In stud cavity on both sides.(LOAD.BEARINGI Thlokness: 7-3/4' s+.4 c0 r r PROPRIETARY GYPSUM BOARD if 4J .' f r Fre TesWelght:UL R14196,I iNK09957, American 3 Gypsum Company LLC..... 5/8"FircBlo®Type%Gypsum Board 7.22-11; CORRIDOR WALL UL R4024,4786444570, O 6.12-14: O ASSEMBLY DETAIL O SOUNDWALL DETAIL UL Design n U340 bvL r^`� SCALE: i 1/2" Sound Test RAIL TL11-185,7.13-11 -1'-0" 4 SCALE: 1 1/2"=Y-O° Q) no Os 1-HOUR PARTY WALL N.T.S. E E u° 3 I FINISH SCHEDULE HARDWARE TYPE DOOR SCHEDULE FINISHES 1 THRESHOLD, 3 PAIR BALL-BEARING HINGES,LEVER LATCH SET w LOCK 1 LEAF SECURED TOP&BOTTOM, CLOSER, WEATHER SEAL, DOOR DOORS FRAME DOOR KICK STOP, PANIC HARDWARE. ROOM ROOM NAME fL00R WALL CEILING 2 1 1 2 PAIR BALL-BEARING HINGES, LEVER LATCH w LOCK, CLOSER, STOP. N0. WIDTH HEIGHT TNICKNE$$TYPE MAT FIN MAT FIN HOW rypE PLATE REMARKS ~ Ij NO. MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH 3 1 1 2 PAIR BALL-BEARING HINGES,LEVER LATCH SET w PRIVACY LOCK, STOP 100B PR-0' 7'-0" 1 3 4" B ALUM S ALUM BA 1 O 4 1 i 2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w PUSH BUTTON OFFICE LOCK, STOP 1108 3'-0" 7'-0' 1 3 4" C SC $ WD $ 6 __ 100 WAITING LVT - G.W.B. PAINT A.T. - 1B1 3'-0" T-0" 1 3 4" A SC S WD $ 4 _ W 5 1 1 2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w STORE LOCK, STOP 101 INTAKE OFFICE LVT - G.W.B. PAINT A.T. - 102 3'-0" T-0" 1 3 4" A SC S WD S 5 6 1 1 2 PAIR HINGES,LEVER LATCH SET, CLOSER, STOP. 10 COPY OFFICE LVT - G.W.B. PAINT A.T. - 7 1 1 2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w LOCK, CLOSER, SMOKE SEAL, STOP 103 3'-0' 7'-0" 1 3 4" A SC S WD s 3 103 WOMEN LVT - G.W.B. PAINT G.W.B. PAINT 105 3'-0' 7'-0" 1 3 4" A SC S WD $ 8 THRESHOLD, 1 1 2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w LOCK, CLOSER,WEATHER SEAL, STOP, PANIC HARDWARE. 3 104 MEN LVT - G.W.B. PAINT G.W.B. PAINT 105 3'-0° T-0" 1 3 4" A SC S WD S 6 a > `r 9 THRESHOLD, 1 1 2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w LOCK, CLOSER, WEATHER SEAL, STOP. 105 EXAM MEDS WAIT LVT - G.W.B. PAINT A.T. - 108 3'-0" 7'-0" i 3 4" A Sc S WD r, 10 3 PAIR BALL-BEARING HINGES,LEVER LATCH SET w LOCK, STOP S 3 106 EXAM MEDS LVT - G.W.B. PAINT A.T. - 107 13'-0' 0" 7'-0" 1 3 4" A FG P WD p A 11 1 1 2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w CLASSROOM LOCK LOCK RELEASES WHEN LEVER IS DEPRESSED IN DIRECTION S 3 -- �co 107 SVR LVT - G.W.B. PAINT A.T. - 108 0" 7'-0' 1 3 4" A SC S WD __ OF TRAVEL, CLOSER, STOP 105 UA COLLECTION LVT - G.W.B. PAINT G.W.B. PAINT 109 0' 7'-0' 1 3 4" A FG P WD P 13 d 0.O 12 1 1 2 PAIR BALL-BEARING HINGES,LEVER LATCH w CYPHER LOCK, CLOSER, STOP. 109 ELEC. ROOM LVT - G.W.B. PAINT A.T, - 11B 0' 7'-0' 1 3 4" A SC S WD S 5 M v CO 13 THRESHOLD,1 1 2 PAIR BALL-BEARING HINGES,LEVER LATCH SET w STAFF DEAD-BOLT LOCK KEY ONLY ACTIVATED, F y 110 PATIENT STORAGE LVT - G.W.B. PAINT A.T. - WEATHER SEAL, STOP. 111 0" 7'-0' 1 3 4" A SC 5 WD S 6 a 111 EMPLOYEE BREAK ROOM LVT - G.W.B. PAINT A.T. - 14 1 1 2 PAIR BALL-BEARING HINGES,LEVER LATCH,SMOKE SEAL, CLOSER, STOP, MAGNETIC HOLD-OPEN. 112 0' 7'-0" 1 3 4" A SC S Wp S 4 O 112 COUNSELOR OFFICE LVT - G.W.B. PAINT A.T. - �17 1 2 I - G T 0 S p 113 7'-0" 1 3 4" C SC S WD S 6 113 GROUP ROOM LVT - G.W.B. PAINT A.T. - 1 PA R BALL- EA LNG HIN Es, EVE LATCH SET WITH PR VACY LO K, MOK SAL, LOS R, TO 114 3'-8" 7'-0' 1 3 4" C SC S WD S 6 114 GROUP ROOM LVT - G.W.B. PAINT A.T. - 115 3'-0' 7'-0' 1 3 4" A Sc S WD S 4 e7 1 1 2 PAIR BALL-BEARING HINGES, LEVER LATCH SET WITH PRIVACY LOCK, CLOSER, STOP. r, 115 COUNSELOR OFFICE LVT - G.W.B. PAINT A.T. - 116 3'-0' 7'-0" 1 3 4" C sc S WD S 6 w 118 GROUP ROOM LVT - G.W.B. PAINT A.T. - 117 3'-0' 7-0" 1 3 4" A SC S WD S 4 Y4 CLOSURE NOTES: P 8 117 COUNSELOR OFFICE LVT - G.W.B. PAINT A.T. - 118 3'-0' 7'-0" i 3 4" C FG P WD 1. THRESHOLDS TO BE 1/2"BEVELED EDGE MAX, PROVIDE SWEEPS®ALL THRESHOLDS 118 CORRIDOR LVT - G.W.B. PAINT A.T. - 2. ALL CLOSERS TO HAVE SILENCERS, 5$'s MAX INTERIOR 119 3'-0" 7'-0" 1 3 4" A SC S WD S 4 119 COUNSELOR OFFICE LVT - G.W.B. PAINT A.T. - 3. THE ACTUATING PORTION OF RELEASING DEVICE SHALL EXTEND AT LEAST ONE-HALF OF THE DOOR LEAF WIDTH 120 3'-0' 7'-0' 1 3 4" C sc S WD S 6 120 GROUP ROOM LVT - G.W.B. PAINT A.T. - 4. THE MAXIMUM UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS. 121 3'-0" 7'-0" 1 3 4" A SC 5 WD S 4 122 3'-0" 7'-0" 1 3 4" A SC S WD S 4 H" 121 EXECUTIVE DIRECTOR LVT - G.W.B. PAINT A.T. - G 122 CLINIC SUPER LVT - G.W.B. PAINT A.T. - 123 3'-0" 1 7'-0- 1 3 4" A SC S WD S 3 W 123 WOMEN LVT - G.W.B. PAINT G.W.B. PAINT SAFETY GLAZMG SAFETY GLAZMG 124 3'-0" 7'-0" 1 3 4" A SC S WD S 3 F 124 MEN LVT - G.W.B. PAINT G.W.B. PAINT PASS Hk79AN IMPACT PASS RMAN IMPACT 125 S-0" 7'-0" 1 3 4" A SC S WD 5 TEST 062400J TEST 062408.1 126 UTILITY CLOSET LVT - G.W.B. PAINT G.W.B. PAINT 128 3'-0" 7'-0" 1 3 4" A SC S WD $ 5 `% 2" 2' 2' 7' 2" 7' 4 U 126 M.H. COUNSELOR OFFICE LVT - G.W.B. PAINT A.T. - 127 3'-0" 7'-0" 1 3 4' A SC S WD S 7 b" 24" 8" '1 "b" 6' 24' 6' 20 MIN. FIRE LABEL 127 STORAGE LVT - G.W.B. PAINT A.T. - aF ry 128 3'-0" 7'-0" 1 3 4' C SC S ND S 7 2 F 128 SANCTUARY LVT - G.W.B. PAINT A.T. - 129 3'-0" 7'-0" 1 3 4' C SC $ WD S 13OA PR 2'-6' 7'-0" 1 3 4' D 5 45 MIN.FIRE LABEL 129 CORRIDOR LVT - G.W.B. PAINT A.T. - BY MANUFACTURER 130 KITCHEN C.T. - FRP PAINT G.W.B. PAINT 1303 3'-0' 7'-0' 1 3 4' C sc S WD SC 7 20 MIN. FIRE LABEL 131 DINING HAL REC. AREA LVT - G.W.B. PAINT A.T. - 131A 3'-0' 7'-0" 1 3 4' C SC S N9 SC 7 20 MIN. FIRE LABEL 132 CHAIR STORAGE LVT - G.W.B. PAINT A.T. - a �l ® 1;i 1318 3'-0' 7'-0" 1 3 4' C SC S WD SC 15 off 3 133 FITNESS LVT - G.W.B. PAINT A.T. - 131C 3'-0' T-0' 1 3 4" C FG p 134 CORRIDOR LVT - G.W.B. PAINT A.T. - 132 PR 3'-0' 7'-0" 1 3 4" A SC S WD SC 10 135 LIBRARY CRAFT ROOM LVT - G.W.B. PAINT A.T. - g 133 3'-0' V-0- 1 3 4" C SC S WD sc 12 $ 136 LAUNDRY LVT - G.W.B. PAINT A.T. - iy IN 3'-0' 7'-0' 1 3 4" C FG p WD p 8 137 MONITOR STATION LVT - G.W.B. PAINT A.T. - 138 7'-0' 1 3 4" C SC S WD SC 12 138 RESTROOM LVT - G.W.B. PAINT A.T. - A B (�` p 138 3'-0' 7'-0" 1 3 4" A Sc 20 MIN. FIRE LABEL S WD SC 20 MIN. FIRE LABEL 138 RHWHES LVT - G.W.B. PAINT A.T. - 1 _ _ „ P --- 140 WOMEN SINGLE LVT - G.W.B. PAINT A.T. - 140A 3'-0' 7'-0' 1 3 4" A SC S WD SC 15 20 MIN, FIRE LABEL 141 WOMEN SINGLE LVT - G.W.B. PANT A.T. - DOOR TYPES 1408 3'-0' 7'-0' 1 3 4" A SC S WD SC 17 142 WOMEN DOUBLE LVT - G.W.B. PAINT A.T. - SCALE: 1/4"=V-0" 141A 3'-0" 7'-0" 1 3 4" A SC S WD Sc 15 20 MIN.FIRE LABEL o 0 143 WOMEN DOUBLE LVT - G.W.B. PAINT A.T. - 141E 3'-0" 7'-0" 1 3 4" A SC S WD Sc 17 N N 144 WOMEN DOUBLE LVT - G.W.B. PAINT A.T. - ., 142A 3'-0" 7'-0' 1 3 4" A Sc 145 WOMEN DOUBLE LVT - G.W.B. PAINT A.T. - 142E 3'-0" 7'-0° 1 3 4" A SC S SC 15 20 MIN. F[RE LABEL o •--S WD SC 17 mb a 146 WOMEN DOUBLE LVT - G.W.B. PAINT A.T. - 143A 3'-0' 7'-0' 1 3 4" A Sc S WD SC 5 20 MIN. FIRE LABEL 147 WOMEN DOUBLE LVT - G.W.B. PAINTA.T. - 1438 3'-0' T-0" 1 3 4" A SC S WD SC 148 WOMEN DOUBLE LVT - G.W.B. PAINT A.T. - 16 45 MIN. FIRE LABEL 144A 3'-0" —7'-0' 1 3 4" A SC S WD SC 15 20 MIN.FIRE LABEL 150 WOMEN DOUBLE LVT _ G.W.B. PAINT A.T. - 1448 3'-0' 7'-0" 1 3 4" A SC S WD SC 151 CORRIDOR LVT G.W.B. PAINT A.T. 17 m 151 MEN DOUBLE LVT G.W.B. PAINT A.T. _ 145A 3'-0' T-0° 1 3 4' A SC S WD SC 15 20 MIN. FIRE LABEL "~ 1459 3'-0' 7'-0 1 3 4' A SC S WD SC i6 45 MIN, FIRE LABEL g 15 MEN DOUBLE LVT - G.W.B. PAINT A.T. 153 MEN DOUBLE LVT - G.W.B. PAINT A.T. - 146A 3'-0' 7'-0' 1 3 4" A Sc S IND SC 15 20 MIN. FIRE LABEL 146B 3'-0' 7'-0' 1 3 4' A SC S WD Sc 17 V 154 MEN DOUBLE LVT - G.W.B. PAINT A.T. _ 147A 3'-0' 7'-0' 1 3 4' A SC S WD SC 15 20 MIN. FIRE LABEL 155 MEN SINGLE LVT G.W.B. PAINT A.T. 147E 3'-0' 7'-0- 1 3 4- A SC S WD Sc i6 45 MIN.FIRE LABEL 156 MEN DOUBLE LVT - G.W.B. PAINT A.T. - 148A 3'-0' 7'-0' 1 3 4' A SC S WD SC 15 20 MIN. FIRE LABEL 157 MEN DOUBLE LVT - G.W.B. PAINT A.T. 1488 3'-0' 7'-0' 1 3 4' A SC S VrD SC 17 ° 158 MEN DOUBLE LVT - G.W.B. PAINT A.T. - 149A 3'-0' T-0' 1 3 4' A SC S WD SC 15 159 MEN DOUBLE LVT = G.W.B. PAINT A.T. = 20 MIN.FIRE LABEL I E,y 1498 3'-0' 7'-0' 1 3 4' A SC S WD SC 18 160 MEN SINGLE LVT G.W.B. PAINT A.T. 2' 2' 2' 2' 2' 2' 2• 2' 45 MIN. FIRE LABEL 150 3'-0' 7'-0" 1 3 4' C FG P WD p 161 CORRIDOR LVT G.W.B. PAINT A.T. V-2' 1'-II" 7'-II' 3'-1• 3.4. 3'-9" 151A 3'-0" 7'-0" 1 3 4' A I SC S WD SC 15 20 MIN.FIRE LABEL 1518 3'-0" 7'-0' 1 3 4' A SC S ND SC 16 45 MIN. FIRE LABEL •" 152A V-0' 7'-0' 1 3 4' A SC S WD —S 15 20 MIN. FIRE LABEL O p IGL IGL GL IGL $ IGL IGL 152B 3'-0' 7'-6° 1 3 4- A sC s wo sc 17 € 153A 3'-0' 7'-0' 1 3 4" A SC S WD Sc 15 20 MIN. FIRE LABEL 0 1538 3'-0' T-0' 1 3 4' q SC S WD SC 16 45 MIN. FIRE LABEL O 154A 3'-0' 7'-0' 1 3 4" A SC S WD SC 15 20 MIN. FIRE LABEL s TIGL TIGL TIGL TIGL b IGL IGL $ 154B 3'-0" 7'-0' 1 3 4' A SC S WD SC 17 STOREFRONT AND WINDOW SCHEDULE 1558 3' 7' 1 3 4' q SC S WD SC 15 20 MIN. FIRE LABEL 1558 3'-0' 7'-0- 1 3 4' A SC S WD Sc 17 WINDOW WIDTH HEIGHT MATERIAL U VALUE NOTES 156A 3'-0' 7'-0' 1 3 4' A Sc S WD SC 15 20 MIN. FIRE LABEL a TYPE �, l'-0' 1568 3'-0" 7'-0' 1 3 4' A SC S WD SC t6 i '� 45 MIN. FIRE LABEL Qy+ C'9 3 Sl 13'-0" 10'-0 BRONZE ANOD. ALUMINUM U=0.38 STOREFRONT M ;,� 157A 3'-0' 7'-0' 1 3 4" A Sc S WD SC 15 20 MIN. FIRE LABEL w 01 S2 7'-0' 10'-0" BRONZE ANOD. ALUMINUM U=0.38 STOREFRONT 1578 3'-0' 7'-0' 1 3 4' q SC S WD SC 17 158A 3'-0' 7'-0' 1 3 4' A SC S WD SC 15 20 MIN. FIRE LABEL "a O I A 5'-0" 5'-6" FIBERGLASS U= b1 52 1588 3'-0' T-0' 1 3 4' A SC S WD SC 16 45 MIN. FIRE LABEL W j B 4'-0" 5'-6" FIBERGLASS U= 159A 3'-0- 7'-0' 1 3 4" A SC S WD SC 15 20 MIN.FIRE LABEL V E ZO C 3'-0" 5'-6" FIBERGLASS U= 1598 3'-0' 7'-0' 1 3 4' A sc S WD SC 17 "Z E� D 5'-0" 4'-6" FIBERGLASS U= STOREFRONT TYPES 169A 3'-0' 7'-0' 1 3 4" A SC S WD SC 15 20 MIN. FIRE LABEL O cy E 1'-6" 5'-6" FIBERGLASS U= OPERABLE- SEE NOTE SCALE: 1/4"=1'-0' 1808 3'-0' 7'-0' 1 3 4' A SC S WD SC 17 r-� p.��„7+•i F 1 2'-8" 2'-0" FIBERGLASS U= 161 3'-0- 7'-0- 1 3 4" C FG P I WD P 5'•0' __4.0 3'•0" 92 SF.CLEAR AA= ANODIZED ALUMINUM MW F Q'i OPEtIMG BA= BRONZED ANODIZED W W O 5'•0• FG- FIBERGLASS V a+ z O E o ":pz V py J1 OI,.�4 M�7ry"+1 OPERABLE SLIDER EMEW.ENCY EGRESS WN:1OW 2'-6' 4-1 20'MIN WDTN x 24'Mk HEK.HT WITH MIN NET 'I`--'( CLEAR CPENNG OF 5.1 OF. Q m 111�11 O OPERABLE WINDOW TYPES SCALE: 1/4"=1'-0" m 11--i pg w �o a rn o Quo co �P.WO U E. Wo" Z Zcq W M 1.4 0 how W F x I WATER DISPENSER N N CCFFEE STATION N N 0 20x50 R:LITE yo��) O Bb ---7 ° SOILED T 1 B08 LNEN 1 .� rn MOP SINK 1 $ CENTRAL LAUNDRY U WOW TEE A. CHARBROILER LAUNDRY 136 1 LM] 5ORTING 1 B. 1-BURNER FRYER CO*MR 1 TCF w/ 1 g 1 / KITCHEN H° C. 6-BURNER RANGE R SAC 1 O ° T D. FLAT GRILL STACKED STACKED bWASH iACKE 1 I2 F• ° b" \\130 // G E. DOUBLE OVEN DRYER DRYER DRYER III U U ®o !VERIFY KITCHEN F. FOOD STORAGE 1 �i I EQUIPMENT) U K SALAD SIN REMOVABLE G. DISHWASHER O -M-TERJQP-- H. 7 COMPARTMENT SI r F U. HANGW.UTENSIL R LAA U N D R Y - 13 6 m A B CDE K ICE MACHINE C L. HAND SINK HANG UTENSILS, —11:7HANG UTENSILS, POTS.N PANS - D POTS.N PANS M ON WOOD cv KITCHEN - 130 aNHOOD a cv g SCALE: 1/4"=1'-O" W.4In S VE"'O FRP PANELS ON WALL a �-+u BEHIND STOVES UNDER =O TYPE I HOOD THAT ARE a' NOT CONDUCTIVE TO HEAT. A 0 W $� FW-\ HOODo w HANIDSINK WAS R FRP a O mmmmmmmm m m m m m ® WFRP d Z A co:j 77-- 314 DISHWASHER FOOD STORAGE 6-&1RffR GRILL, 6-BURNER RANGE +� FLAT GRILL,3 A DOUBLE OVEN B 7-BURNER FRYER O KITCHEN ELEVATION COOLER MOP SINK �--� b 1 SCALE: 1/4"=1'-0" C N s rn E. tg 3 0 ❑� r—� o w F� O M O M W M U E- rn.a�. o W m TW M V .. r 25'COMMON PAIN <125'ALLOWABLE,OK U 0VTOTAL DISTANCE<250'ALLOWA5LE,OK----- O 0 0 0 0 ® O -! zl-z 6 ❑ I �� W., m j F7 �< �� F------- 0 ® ❑p ® I N N ❑ N N W EM 0 0 0 0 0 .� 'MAX DIST.TO EXIT U g O e w ItE- ® 0 CQ U U a ,.y a O 'b 0 a � � U 0 �d b v M a � o Z Waco ® z.° s 0 ® Oo 0 t'F o t ❑ a �z ❑ ❑ o ® 0 0O aaz w4 zaEno N How EXITING FLOOR PLAN oC g SCALE: 1/8"=1'-O" w x 0 0 3 d0 O G x � 0 6 O Qi 0 u_ 3 N 0 0 0 LEGENDcQ w 2x4 TROFFER w/LED TUBES a 2x4 TROFFER m/EMERGENCY C, 0 BATTERY BACK-UP POWR Sao SURFACE MOUNTED LED FlXIURE P7 O C9 II III O PENDANT LIGHT FIXTURE W p I 1� I-EATLAMP Z I Q EXHAUST FAN I�-1 N 1 C7 ® EXIT SIGN W 1 SMOKE DETECTOR ►'kl Illy t,.J I. I XT a° 00 0 0 0 0 0 o a` o F� -SAO .S SM, SAQ SAO S� Kl Yl N o moo' a 0 °� o a �4 =o 'fin] _,. LLL T — _ � _ o7— FEE x ON 0 1 1 0 I —i 0 - 5�o �'o 5� �o Q o I � i _... J -Ti $ o SA. o` q SA®. 0 o o E+ o KJ U 0 1A0 o o A� w a zap o z zF o o w � f :jI O SAO 0 SAo 0 W �m o ZoH N a Cz REFLECTED CEILING PLAN 5A� SCALE: 1/8„_l._0 0 ,. 3 �:sR' Q Q Q 0 s 3 TYP JEI 25'-6' 46'-0 3a'm ea' 6r Jamot Engineering,Inc. s P.O.Box 704 - - Monroe,WA 98272 STHDI4 32 Ph.(360)863.1831 5THD14 STHDI4 STHDI4 STHDI4 ---- _ _ — —— - I I II I II I 0 tl 54 ( 9 I S4 \4 CON S_AB W/ `r 48 S4 6x6 WI a 4,L-0M LSTHDa OVER< A\ OVER REVISION BY 6 MIL v- o;R BARRIER — ——FIF, —_ FREE DRAINING CGK III e ——— — IOVER 4' ROPTIONAL -(TYP)\ ' 5 I LSTHDB ' �7I r h35 F35 54 r I J TYP __-- -- - -- _- -_ - - - 1 --.- - - --- �---- 54— 48-- ---- - - — --- - _— — LSTHDB I I , I. LSTHDB ' II I ?4'CONC LA3'J/ rT` S4 6x6 WI t ,L 4 U-11. 4'GONC SLAB W/ OVER 2 BAN::)OVER ` L J 6 MIL vA=OR BARRIER `^ m 6x6 WIA W.1.4 W.W.M. 48 F25 g• OVER 2'SAND OVER I I O 9 •4 7 OVER 4'COI-IPAC-ED f-1 THDS I ( FREE DRAINING ROCK OVER 4'6 MIL VAPOR BARRIER OPTIONAL -(TYP) FREE DRAINING ROCK OPTIONAL -(TYP) � � 6 64 9. I II L 5 _F4.5 /lam._. F45 S4 I I TYP W L L — r — — — L F3PJ 54 // I I 9 9 LSTHDB LSTHDB J T L - - J ae r-� - - -- - --- - -- -- -- - - _JJ U L THDB I 0 r T 1 I4a � f I III I � I I I II II II IIII II 48 4'CO\G 5_A W/ I SPREAD FOOTING SCHEDULE 6 O e I I 6x J'4 B y 4 JJIY e i I I8 S4 I F34.S5R 3'-D6IM'xE N3S'-IO6N'S 6 M R R AK OVER 4- A 'E M3 3'-O'x 3'-0'x 1IV 'DDP REINF(C34O)R••C44 EEEEMWOVER. A\D OVER FREE �A\N `K OPT^\A F 4'-6'x 4'-6'xDP (5i)•4WWE NT U1 I 48 64 4S M-•i -- __- --- -- — II II ICI - _ -- I I S4 L,I I I I a -- - - - - L-------- -- - - - - TYP. r J L� a•cO\c SLAB�„� 'I W O 0 6' 6x6 JI4 .4 W.Wr. CITY OF ARLINGTON OVER< SAND OVER 9,MIL VAPOR BARRIER BUILDING DEPARTMENT OVER a ILO _D APPROVED Q Q FREE ORAWI!JG R GK OPTICNA_ -(iY '7 51,_m. 31'_6, Ali ' DATE-Lt`•`�BY CHANGES tJ RIZE UNLESS T.BYTHE O I BUILDINS INSPECTOR OFFICE COPY �� ¢ w Received LEGEND/NOTES: I I L�TE hJVQ42J20 O5/8'DIA.ANCHOR BOLT SPACING(IN) 54 TOR SHALL--I-Y ALL - ^ DRAWN: JDR \SWT_ITHOSEONTHct vL ——��L r� J J Tl1RA_PLAVS� Alll CHECKED: FF FOOTING DETAILS ON BHT S-4 I-- DATE: 06/30/20 v SCALE: 1/6"-lFr JOB NO. 19,12,100 SHEET (\� 1,J6. 36'_6' _ o 4 SHEETS 0 o JEl Jarnot Engineering,Inc. P.O.Box 704 Monroe,WA 98272 STHDIa Ph.(360)863.1831 STHDI4 3B 5THDI4 3B 3B STHDI4 3g STHDI4 2 7 IB 94 IA 54 IB LSTHDB REVISION BY LEI FIA] LSTHDB LSTHDB IB LSTHDB � IA o ( �1� ❑ w I—zl -77 ❑ F+U•1 L5TND8. IA LSTHDB I'4 IA 54 IA f O U IB LSTHD8 T IA IA I O IA _ Ia U11 JA y IA IA 2 IA 54 S4 IA IA ❑ ❑ W 0 Q � w Z Z Z IA Ia ii DRAWN: JDR I CHECKED: LEGEND/NOTES: A Ij A DATE: 06/30/20 'E .SCALE: 1/8"-IFT SHEARWALL TYPE PER SCHEDULE ON BHT.5-8.. ' JOB REFER TO SHEET 8-3 FOR ALL HEADERS CONTRACTOR AND STUD POSTS IA NOTE: CR SHALL.VERIFY ALL '� SHEETET 1412100 DIMENSIONS WITH THOSE ON THE W ^ i Dd I ARCH-ECTURAL PLANS. o L OOF 4 SHEETS DECORATIVE S$PER ARCHITECT -� I w jam( 0 � M I I o® I 1 3-1/2X9-1/2 PSL 3-Il2X9-I/2__ L I I I 5:12 PRE-ENG'D IwJ 5®24'x 2-2x6 TRIM 2-2x6 TRIM I' �3-1/2X9-Il1 PSL 3-/2X9-I/2 PSL ' I , r" I HTS20 GT i I 5-2X6 i �TO PLATE 5-2X6 20 G7 TO PLATE 0. TO PLATT E `--- ---r- �--__ - ...- --_ - - -- -- - - - - -- I I I H' _ii TO PLATE - - - - LL // al, o I di I o I 1 HT520GTJ ItD H I. II it v ° PARALLEL CD m � - 1� � � uI I � I - II 5:12///�������$Ei I--�- - ® II� ( ® u5 6x2D� h+ r r Np x v di tii tii '" P p O al0.9 Li 6x2 D i H7620 GT HT520 GT HTS20 iI � GT \I TO PLATE TO PLATE TO PL T-2 A L! 1 I I I :12 BJ2-FREb GIRDER..T5Lsa_-__.- NT520 GT i'. 5-PLY P ENc�iD GIER TRIISS.�,- ___ I _z--. ___r�� -.-- --- - - _ _ � I L� --- - - -- l ''- —._ L, I .1 5.1214•ENGp DDRAG STR1T TO PLATE - F L-- r TO PLATE TO PLATE 4-2x6 Ll 2-2x6 ,-2xb NT520 GT i HTS20 G VTO - 4-2x6 TS20 GT PLATE old 1 512 PRE-E__ _._. :�I � NG D TPoJ55EB®24'oc � 1 � r ! od 5:12 PRE- TRI155E$a 24'.. f" A35 a 16`oc-TO--L TO - - -- A35 - TOP FL TO 50TTON CF-,ORD C TRUSS 1I BOT.O C 0^'D O''RUSS 'I I. OR 2x NAILER W;ba a 6' OR 2x NAILER W/,6d s 6' -0 50T-0fCORD OF oc TO BOTTOM CHORD OF - - TR,a56<TOP s.ADD l TRUSS A TOP PL4.ADD R„55 AS N-CESSARY. i TRUSS AS NECESSARY. T f I F I 'i NOTE I DOOR AND WINDOW HEADERS r tRA SHALL BE 4X8 DF2 UNO. �5:12 PRE-ENG'D 4RUB�24'. _ - 2X6 -DKPKs L--0ECCRATIVE 55 PERGHITEGI7 7 r NOTE- w TOP PLATES SHALL BE 2X6 DF2 A THROUGHOUT. po oo I NOTE: r I I REFER TO ARCHITECT PLANS FCR r - —I ---- --- TYPICAL WALL/ROOF SECTION. ` TR 5'PACKAGE DESIGN SHALL BE DR FRCVIDED TO THE ENGINEER FOR REVIEW RI,.�.TO TRUSS FABRICATION. CH DA Sc, � JOI D/NOTES: I NOTE: 2X6 C R-DK'NG I SHALL VERIFY ALL SH: ENSIONS WITH THOSE ON THE 4T GIRDER TRUSSES SHALL BE 3-2X6 UN.O. r __ -IITECTURAL PLANS. o 25 TO BE 4xS DF2,U.N.O. pECORATIVE TRJ 5 PER A HIT�GT-: L o N O OOF I DIAPHRAGs l AND SHEARLJALL SCHEDULE STRUCTURAL NOTES HEM-FIR FRAMING 2xb STUD WALL-IS'= DESIGN CRITERIA 2x6 PT SILL PLATE OVER S MIL _ r 205 IBC VISQUENE w/5/5'x WAS PER - PLAN.T MIN EMBED w/ _ ULTIMATE WIND SPEED 110 MPH,EXPOSURE IS THING STUD EDGE FIELD PLATE BLOCK 3X STUDS AT A35/LPT4 CAPACITY 3k3'x0225'WASHERS MIN 2 EA 4'CONCRETE S.O.G. SEISMIC DEBGN CATEGORY D,SITE CLASS D JBTII( 'J SPACING NAILING NAILING NAILING EDGES PANEL EDGES SPACING PLF PC+w/IN 12 EA END+1x BOLT FLOOR LIVE LOAD.40 PSF DIA MIN FROM ENDS _ S MIL VISQUENE ROOF SNOW LOAD.25 PSF M 1/2'EDGE FORM GENERAL F APA 8d 6 b" Sd 0 12' N/A NO N/A 145/205 FOR PLATE FINISHED GRAD I. CONTRACTOR$HALL BE RESPCN915LE FOR ALL TEMPORARY BRACING PRIOR TO A A Ib' c Sd m 6" 8d o 12° Ibd ®b' YES 5 48"D.C. 230(SEISMIC) z q r- ccrPLETIQvof ALL 57RJcruRAL ELEMENTS. APASd +�b' Bd s 320(LUIND) 0 APA Ib"oc Sd m Sd m 12" Ibd®FE, YES 12°O.C. 605 1U11ND) DRAIN ROCK " /}"�y� 2. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS,ELEVATIONS AND DIMENSIONS BEFORE COMMENCING WORK.THE ENGINEER$HALL BE NOTIFIED IMMEDIATELY UPON •\ \\' \\/\ ((.L i4) DISCOVERY OF ANY DISCREPENCIE9. DOWNSPOUT TIGHT INE \ CONCRETE L BE COMMON OR NOT DIPPED GALVANIZED BOX.STAGGER NAILING AT PLYWOOD JOINTS AND SILL PLATES. _ ��// �f. 4'MIN GRAVEL FILL I. f'c.2500 PSI AT 28-DAYS,5 SACKS OF CEMENT PER YARD MINIMUM,5'MAXIMUM $LTS SHALL BE 5/6'DIAMETER AT SPACINGS MARKED ON FOUNDATION PLAN MARKED AS THUS: O L \��\ • SLUMP. '.NOR BOLTS WITHIN 12'OF END BUT NOT LESS THAN 1 BOLT DIAMETERS,USE 3'x3'x.225'GALVANIZED PLATE WASHER \ \ FOOTING DRAIN 2. REINFORCING STEEL A51M A-615,•a BARS SHALL BE GRADE 40 MINIMUM,9 BARS SHALL ':2'APA RATED SHEATHING MAY BE SUBSTITUTED FOR 1/I6'SHEATHING FOR WALLS ONLY. \ - R-10 RIGID INSULATION I BE GRADE 60.DETAIL,FABRICATE AND PLACE IN ACCORDANCE WITH THE LATEST REQUIRE DOUBLE STUD UAN. EDITION OF A.C.I.'MANUAL OF STANDARD PRACTICE'. � "4•18'oc.HOR12 j lG MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE BE LESS THAN A 3x MEMBER I TOP A I SOT OF WALL 3. CONCRETE COVER ON REINFORCING STEEL,(CLEAR DIMENSIONS) NAILED TOGETHER W/10d TO MATCH EDGE NAIL SPACING. FOUNDATION SILL PLATES SHALL NOT BE LESS THAN "4•24'oc.VER1 FORMED NAILED EXPOSED TO EARTH OR WEATHER•2' CAST AGAAINSTINST SOIL.3' ] t PLATE WHERE NOTED ON FOUNDATION PLAN. PLYWOOD JOINT AND SILL PLATE NAILING SHALL STAGGERED. NOTE: 1,6, (2)-4 CONT 4. LAP ALL FIELD SPLICES 32 BAR DIAMETERS,Ib'MINIMUM,UNLESS OTHERWISE NOTED. REFER TO ARCHITECT PLANS FOR TYPICAL FOOTING SECTION, PROVIDE CORNER BARS AT ALL CORNERS OR WALL INTERSECTIONS. 5. PROVIDE•4 BARS IN FOUNDATION WALLS AT IS'oz.HORIZONTAL AND VERTICAL UNLESS OTHERWISE NOTED.PLACE THE TOP HORIZONTAL BAR ABOVE THE HOOK OF THE 1 TYP FOOTING EXTERIOR WALL ANCHOR BOLTS.WHERE FOUNDATION VENTS INTERRUPT THE TOP BAR ADD(U"4 UNDER 84 SCALE:NO SCALE THE VENT WITH 24'LAP EACH SIDE. 6. REINFORCE AROUND WALL AND SLAB OPENINGS WITH ONE EXTRA',x 4'-O'LONG DIAGONAL BAR AT EACH CORDER 7. 5/5'DIAMETER ANCHOR BOLTS PER PLAN,48'oz.MAXIMUM SPACING WITH 1' ROOF SHEATHING EMBEDMENT,UNLESS CTHERWISE NOTED. ROOF SHEATHING Bd•6'oc U.O.N. 8. ALL REINFORCING BARS,ANCHOR BOLTS,HCNDOWN$AND OTHER CONCRETE INSERTS 86•6'oc U.O.N. SHALL BE SECURED IN POSITION PRIOR TO PLACING CONCRETE. SHEA VENT BLOCKS SHEARWALL I WALL WITH 5. EPDXY ADHESIVE$HALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.DUST AND LL TYPE PER PLAN DEBRIS$HALL BE REMOVED FROM HOLES DRILLED IN CONCRETE.HOEDOWN ANCHORS r BLOCK AND EDGE NAIL SHALL NOT BE TIGHTENED UNTIL EPDXY HAS CURED. GABLE rF -/ WINDOW HEADER 2 STUD BAYS MIN h END TRUSS (4)91MP WOOD F EDG NAILING PER LSTA 24 STRAPS I. ALL SOLID LUMBER TO BE DOUG-FIR NO,2 OR BETTER UNLESS OTHERWISE NOTED. ' SHEARWALL SCHEDULE LUMBER N CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE F TREATED. / A35•32'oc 2. PROVIDE CUT WASHERS FOR ALL BOLTS BEARING ON WOOD. A Ibd TN•12'oc f 3. ALL NAILS SHALL BE COMMON WIRE NAILS,UNLESS EXPOSED TO THE WEATHER,THEN USE )0 WINDOW BOX NAILS HOT DIPPED GALVANIZED. r EDGE NAILING EDGE NAILING L514EARWALL 4. NAILING MINIMUM$HALL COMPLY WITH 15C TABLE 2304.5.1 UNLESS OTHERWISE NOTED.PER SHEARWALL 5. METALCONNECTORS PER SIMPSON STRONG-TIE COMPANY,INC.INSTALL PER SCHEDULE Ii MANUFACTURER'S RECOMMENDATIONS AND AS NOTED ON PLANS.ANCHOR BOLTS 1 PER PLAN PER PLAN 6. GLU-LAMINATED LUMBER SHALL BE 24F-V4(OR V3)FOR SINGLE SPAN BEAMS. MULTI-SPAN BEAMS SHALL BE 24F•V8,UNLESS OTHERWISE NOTED. I GABLE END NOTE.USE ADDITIONAL STRAP(S)IF HEADER 1. MANUFACTURED FLOOR SYSTEMS SHALL BE INSTALLED PER THE MANUFACTURERS OR SILL PLATE IS DISCONTINUOUS STANDARDS AND DETAILS. DUE TO MULTIPLE WINDOWS S. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETARDANT TREATED WOOD ° SHALL BE OF HOT-DIPPED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR ' SHEAR TRANSFER DETAIL COPPER FXCEP71CN:1/2'DIAMETER OR GREATER STEEL BOLTS. I II 2 REINFORCED OPENING so!Ls AND FOUNDATION S4 NTS I. FOUNDATION AND WALL AREAS SHALL HAVE ALL EXISTING UNSUITABLE FILL MATERIALS REMOVED AND BE EXCAVATED DOWN TO SUITABLE UNDISTURBED NATIVE SOILS, 2. FOOTINGS$HALL BEAR ON UNDISTURBED NATIVE SOIL OR PROPERLY COMPACTED STRUCTURAL FILL.ASSUMED BEARING CAPACITY 1500 PSF. 4'-0'MIN SPLICE 'MST21 NAILED TO MFG'S SPEC. MAY BE SUB8VTUTED. CENTER AT SPLICE 3/4'CHAMFER ALL EXPOSED "!16)Ibd NAILS,STAG. Ibd NAILS PER IBC MIN. VERTICAL AND HORIZONTAL CONCRETE CORNERS,TYP. i POST PER ARCHITECT B •12 DSL TOP PLATE SHEARWALL PER ARCHITECT /8'x SHEARWALL PER PLAN PER PLAN EMBED BOLT DIAMETER PER PLAN 1/2'X6'X15'KNIFE PLATE HOT r 3x3x0.225'PLATE WASHER. S MIN 2 EA DIPPED GALVANIZED � I I STUDS PER 1x BOLT CONC.S.O.G. luT !2)3/4'DIA THRU PLAT}'STEEL BASE t: PLAN BOLTS.C'SNK o PLATE HOT DIPPED iv GALVANIZED RRR"'w/Nur+wsHR TYP. TOP PLATE SPLICE = QU 15J"4 HOOK BARS N.T.S 1.3/4'MIN EDGE W DISTANCE DRILL/EPDXY W/SIMPSON QI FINISHED A A a I "3 HOOPS®12'oc • Y. GRADE � - 3•oc AT TOP r{OF SPLICE SET-XP OCC-ES ESR-2508) WW 2-5/8'DIAMETER 1 OR USE TITEN ANCHOR. 4'MIN. LL ANCHOR-BOLTS I__ __J SIMPSON MST21 NAILED ON TOP TO EMBED. SIZE+SPACING PER = �. MFG'9 SPECS WHERE TOP PLATE I$NOT PLAN. 12'DP FTG �OPTIINUOUS ONNSTALLRON SIDE HEADER OF HEADER) Ib'TYP' (y"4 GONT = L (4)•4 EAU SECTION A-A L 3'OIL 4-4 E/W HEADER DBL TOP P TRIM Y e� STUDS/�. 1 3 THICKENED SLAB FTG TYP./RETROFIT ANCHORBOLTS 4 TYPICAL PILASTER AT ENTRANCES F\-TUD5 PER '4 NTS S4 NTS PLAN TOP PLATE/HEADER CONN. N.T.S o s N i GENERAL LEGEND AIR DISTRIBUTION LEGEND PIPING LEGEND DRAWING INDEX QI MBOL DESCRIPTIONS SYMBOL ABBR I DESCRIPTION SYMBOL ABBR DESCRIPTION SYMBOL ABBE DESCRIPTION I DWG.NO. TITLE -.T LINEWGR 'GATES CAP PIPE ENO CAP M01 COVER SHEET AND GEN_RAL INFO ~, DETAIL SYMBOL: A=IDENTIFYING NUMBER s 1' LID STUNDWOCROIND.P. EX STINGPIPIN _pUIPMENT D PIPE TURNING DOWN OR AWAY \11.3 MEC ,iCAL SPECIECAL S TDNS NS B B=SHEET WHERE DETAIL IS SHOWN N ��11 CUATESPIPN CAEQUIPMENT 1J4 PL N G SPECIFICAT C N'S BE REMOVE_ PIPE TURN C G41 G'.'IARD MU ME ICAL SCHEOU S DETAIL SYMBOL: A=IDENTIFYING NUMBER INDICATES DUCT OR EQUIPMENT SS SS vI'BY SEWER-OUTSIDE BUILDING AND PIPE UR C MN OR AWAY(TEE) LJ.6 ME CH AVICALSCHEDU S A B SHEETWHERE DETAIL IS TAKEN TO BE REMOVED '_LOWGROUND MI.1 PLUM NG SCHEDULE C SHEET WHERE D B C - ETA IL IS SHOWN ) IT 1 HO M1 NRECOVERYF -CP'.AN SO SD $-ORM DRAIN-OUTSIDE BUILDING Al. REDUCER C 'YPICALLV SHOWN T/1 1&12 N 11.2 HOLN,N RECOVERY R.. =.AN VL 18z12 DUCT SIZE IN INCHES �-SELOWGROUND PIPE CCNNT,,.O M2.1 MEC N CAL DETAILS p SECTION SYMBOL:A-IDENTIFYING LETTER FIRST SIZE LISTED IS SIDE SHOWN W -STE I&SOIL)-ABOVEGROUND-INTERIOR M3.1 MECFAN CAL CONTRG B=SHEET WHERE SECTION IS SHOWN W WAIETE(BSOIL)-BELOWGROUND-INTERIOR PIPEANCHOR P1.1 HOLMAN RECOVERY F :R- -='_UMBING PLAN a 9 - (NO T WN NAYS SHO .SEE SPECIFICATIONS) PT2 HOLA RECOVERY F R ND-GROUND SANITARY PLUMBING PLAN V VENT ACOUSTICLINED DUCT P1.3 Y HOM1A\RECOVERY R-SANLARV PLUMBING PLAN -ARW- ARW ACID RESISTANT WASTE PIPEALVNVE:IF CUITFS P2.1 NATO:,'.GASDETAILERC RPM SECTION SYMBOL:A= IDENTIFYING LETTER (NO S S.0'rM1".v,SEE SPECIFICATIONS) P3.1 PLUM1 C f:G DETAILS A RR i� - -ARV- - ARV ACIDRESISTANTVENT P32 PLUM \G DETAILS B C B SHEET MERE SECTION IS TAKEN � R DUCT OFFSET(UP)IN DIRECTION OF ARROW - -� HB HOSE B C=SHEET WHERE SECTION IS SHOWN (NOT TYPICALLY SIT AIN; CW COLD WATER-DOMESTIC -- HW HOT WATER-DOMESTIC MINFWH WALL 1111RANT NON-FREEZE WALL HYDRANT s D }` D ❑ DUCT III--VAI IN DIRECTION OF ARROW ---- HIM HOT WATER CIRCULATING DOMESTIC -------1 CONMCO CLEA'l , hALLCLEANOUT v SECTION CUT LINE INDICATOR (NOT BY PI-AL,Y SHOWN) RD RO RAINWATER DRAINAGE-ABOVEGROUND -� FCOISCO FLUSH E,.NO'. o SURFACECLEANOUT 1�8� ig"0 ROUND DUCT IN INCHES RD RO RAINWATER DRAINAGE-BELOW GROUND FOG FIRECEP R'MEN-CONNECTION KEYED REFERENCE NOTE OR SHEET NOTE -ORD- ORD RAINWATER DRAINAGEOVERFLOW-ABOVEGROUND 10 18x1zo FIRE SPRINKLER ALARM GONG 0 POINT OF CONNECTION(POC)SVMBOL �•� 18x12"0 OVAL DUCT IN INCHES -ORD- ORD RAINWATER DRAINAGE OVERFLOW-BELOW GROUND D D DRAIN-INDIRECT 0 AN, AREA DRAIN r, _ PLUMBING FIXTURE REFERENCE(REFER TO SCHEDULE) i8x10 18z12 CHANGE OF DUCT SIZE -RV- - RV RELIEF VALVE VENT ® FD or FED FLOOR GRAN a FUNNEL FLOOR DRAIN HH/U--1 K EQUIPMENT IDENTIFICATION TO SCHEDULES) - PIPE SLOPE DIRECTION ® FS FLOOR SN A> MEDICAL GAS OUTLET IDENTIFICATION(REFER TO SCHEDULE) I 1Bx10 + 8x12 �' CHANGE OF DUCT SIZE(TRIANGLE NOT ALWAYS SHOWN) -ICW--- ICW INDUSTRIAL COLD WATER 0 OD OVER FI OW DRAIN -SCW--- SOW SOFT COLD WATER 0 RD ROOF DRAIN RECTANGULAR SUPPLY DUCT ELBOW TURNED UP -FCW--- DOW COLD WATER(FLUSHING SYSTEM) Ib SHUTOFF VALVE(AS SPECIFIED FOR PIPING SYSTEM) 1 REVISION CLOUD AND REVISION NUMBER -IHW --- m SV BALL VALVE II INDUSTRIAL HOT WATER C S-� K IIXI RECTANGULAR$PREY DUCT ELBOW -� �fw KITCHENHOTWATER N CKV CHECKVALVE GENERAL NOTES XX BINARY rVESMO)SENSING SWITCH L-lJL`J TURNED DOWN OR AWAY -KHWC�---- KHMI KITCHEN HOT WATER CIRCULATING SI BFV BUTTERFLYVALVE (PIPE OR DUCT MOUNTED) -LHW---- LEW LAUNDRY HOT WATER I*I BIV BUTTER FLY VALVE W/MEMORY STOP 1. CONTRAC.ORS RESPONSIBLE FOR PROVIDING ALL MATERIALS AND LABOR NECESSARYTO 16 �0 RECTANGULAR RETURN/EXHAUST DUCT ELBOW TURNED UP -LHWG------ LNWC LAUNDRY HOT WATER CIRCULATING DIE BAL VA BALANCING VALVE CONSTRUCT COMPLETE AND OPERATIONAL SYSTEMS. XX> BINARY(YES/NO)SENSING SWITCH NPW- NEW NON-POTABLE WATER BSV COMBINATION BALANCING/SHUTOFF VALVE 2, CONTW FS DNSIE_;I OR CCV1LY\G WITH AND INCORPORATING ALL SPECIFICATIONS (SURFACE MOUNTED) RECTANGULA RETURNIFJ(HAUTT DUCT ELBOW IW ACV 2-WAY MODULATING CONTROL W/ACTUATOR MM IRRIGATION WATER SLEW 1 A SAVE R � XX ANALOG SENSING DEVICE I- TURNED DOWN OR AWAY DI N DEIONIZEDWATER {� ACV 3-WAY MODULATING CONTROL VALVE W/ACTUATOR S. CONTRA OR A,AL_VERIFY X,TINE CONDITIONS PRIG -NS F.CT ON AND CORRECT ANY (PIPE OR DUCT MOUNTED) -DW- OW DISTILLED WATER DISCREF S'E EN INGt CRK SHOWN ON DRAWNGS AND ACTUAL CONDITIONS ON �] SMALL RECTANGULAR DUCT ELBOW TURNED DOWN OR AWAY SITE AS C R SEE '_.O DE AN'D REGULATIONS ANALOG SENSING DEVICE CS CS CONDENSER WATER IEUPPLY 2-POSI'CN CONTROL VA VI XX (SURFACE MOUNTED) �A ® CR CR CON❑ENSERWATERRETURN PRV PRESSURE REUU(UNG VALVE 4. COORS - LIT TIE FS'SR F..L,.RED TO AVOID CONFLICTS AND DELAYS.NO ROUND DUCT ELBOW TURNED UP ALLOVdA CES :L_BE MAO FOR RE-RK DUE TO POOR COORDINATION BETWEEN INVOLVED © ANALOG SENSING DEVICE(SURFACE MOUNTED) ❑M GAS CHILLED WATER SUPPLY COOLINGg' RV RELIEF VALVE TRADES (APPROPRIATE FOR MEASURED FLUID) CM- CWR CHILLED WATER RETURN COOLING q FMS FLOWMEASUREMENT STATION 5, CONTRACTCR STAIL MAKE rE REQUIRED ARRANGEMEN -SPORTING ALL MECHANICAL F(t SUBSCRIPT LETTER(X)INDICATES: I-� ROUND DUCT ELBOW TURNED DOWN OR AWAY RL- RL LIQUID LIME-REFRIGERANT I� STIR YTYPE STRAINER EQUIPMENT ., F.-BUILDING.AND T01i5 FINAL INST U _;;AT'O!.' A-ALARMP ERENTI SURESENSOR SURE D-DIFFERENTIAL PRESSURE RS- IRS RUCTION UNE-REFRIGERANT W GI GLOBE VALVE 6. CENT O.S-�'.BE RES"r CNS!BLE PER C��ESP:NC-AN '.TENSIONS PRIOR TO. F-FLOW RATE HE HG HOTGASUNE.REFRIGERANT OSY VA OUTSIDE SCREW AND YOKE VALVE ORDER\GM. R'. AND ALL!NV E E R RC RESENT THE GENERAL H-HUMIDITY 5----i }\� END OF DUCT WITH CAP AR: G Ii CHAM1 ANJ E BC;.5 E i E-`;ORK.CONTRACTOR L-LOW LIMIT (UNLESS INDICATED OTHERWSE) HWS HWS HOT WATER HEATING SUPPLY SHA L 1 :R NABLEf OD FIC T S C'.I D :N S TO AVOID CONFLICTS EXP VA EXPANSION VALVE P-PRESSURE(STATIC) WTI IC HER TRADESSIGN A TMOCI STO \.;COMPONENTS SHALL BE HNRt HWR HOT WATER HEATING RETURN T-TEMPERATURE REVIEWED PPROVE HE ARC r EN.,INEER CONSTRUCTION.SUCH V-VELOCITYBVOLUME FLOW RATE �4/YdAVA FLEX FLEXIBLE DUCT -FOB- FEE FUEL OIL SUPPLY FCV FLOW CONTROL VALVE MOOIFICA:10 S_ILALLNCTB_.,RCU S CR%DDITIONAL.QJ PENSATIONTOCONTMCTOR.. -FOR- FOR FUELOILRETURN UNION 7. CONTRACTOR.SE%PECTEO OORUERA MITER'.AIR Ifi T:SUFFICIENT LEAD TIME TO PREVENT ABBREVIATIONS G G NATURAL GAS 4- FLANGES DELAYINGTHECOr P ETIONCFTII P E T DELAYS IV CELIVERIESWLL NOT BE CONSIDERED DESCRIPTION ABBR DESCRIPTION AD DUCT ACCESS ODOR JUSTIFIABLE CAUSE FAR SUBMSSON O U+C ITUTENAIERIALS. I -LPG- LPG LIQUID PETROLEUM GAS b THREADED DRAIN PLUG L LENGTH -LPS- IRS LOW PRESSURE STEAM SUPPLY 8, CONTRACT"SHALL GIVE 24 HOUR NO C N WRITING.TO THE BUILDING ADMINISTRATOR(OR CC'-5S DOOR LAT LEAv N-AIR TEMPERATURE 1 MALE(GARDEN)HOSE CONNECTION WITH CAP APPD-N E RES- VE)AND RECE 'ARITTEN APPROVAL FROM THE BUILDING AIR HANRL NG JNIT LBS POUNDS RECTANGULAR ELBOW WITH TURNING VANES -LPR- UPI LOVJPRESSURE SiEAMCONDENSATE RETURN ADMINS R T3 'RIOR DSHUTOC'JNG D:SRUPT!ONOFSERVICETOANYAREA.CONTRACTOR Q TP TEST PLUG SDW C CRID ATE EXACT LOCATION AND TIMINGCFSYSTEM(S)SHUT DOWN POINTS WITH N ACOUSTIC IT ED LF LINEAR FOOTIFEET (SINGLE LINE) -MPS- MPS(20) MEDI M RESSURE STEAM SUPPLY THEE N R PRES T �vF.CONTRACTOR r ..SR EVERY EFFORT TO MINIMIZE THE ACCESS?ANTI LVG LEAVING N IA: ER IN AREN.'r E IS INDICATES PSI DOWN IM OR'IS...IONS NY SYSTE S AIR PRESSURE DROP LING LID WW GR E -MPR- MPR(20) MEDIUM PRESSURESTEAMCONDENSATERETURN Y SHOCKARRESTOR ARCHITECT/ARC -.(. RA'_ LWR LOW MALL REG.STER AUTOMATIC RELIEF VALVE or LWT LEAVING WA I ER TEMPERATURE RADIUS ELBOW(SINGLE LINE) NUMBER IN PARENTHESIS INDICAT.-S P51 9. CONTRACTORS :. E RCSF F F FI.R 'C:(=RATING OF ALL - - 10 ACID RESTISTANT VENT HIPS- HPS(100) HIGH PRESSURE STEAM SUF Y �T THa TI THERMOMETER INDICATOR) PENETRATE RE TOP AL N_ rR.I.. , r�LS,FLOORS,AND ACID RESTISTANT HASTE MAX M.i..M1i NUMBER IN PARENTHESIS INDICA FS PS. CEILINGS ALL F R=RATED PENL-.+1 Na GF SL T-PGRARILY FIRE F`OPPEDAT THE END OF 1� EACH WORK DAY AN' ERNTANENTLY FIRE STOPPED AT THE COMPLETION')-THE PROJECT MBH 1UNIT IS LAL rypR HPR(100) HIGH PRESSUREIYARETESI CONDENSATE RE'L'RN V BST- BASKET STRAINER BACKFRAPAM. R UNITS D BRANCH DUCT TRIO=-OFF NUMBERINPARETHESIS INDICATES PSI 10.COORD.NA'E nL OFFUSERIGRILLE INSTALLATIONS WTH ARCHITECTURAL REFLECTED CEILING :RAKE MCC MOTOR'C N'F� BRAKE-.CUBE OINEn MESH MEGA N�C (SINGLE LINE) PR PR S'FAM CONDENSATE RETURN(PUMA-D'� �R PI PRESSURE INDICATOR FLAN t(f BELOW GRO,,ND MAR MANJFAC'InER -ATV- AW A-MOSPHERIC VENT 11. ALL NE"VOLUME DAMPERS INSTALLED SHALL BE FLAGGED WITH FLUORESCENT ORANGE .m BETWEEN J015'5 MIN MINI4L;I.I AAV AUTOMATIC AIR VENT SURVEYOR S TAKE FORIDENTI FICATION. BRITISH THERMAL UNIT MISC MIBEELLAN_O..S -MA MA COMPRESSED MEDICAL AIR BRITISH THERMAL UNITS PER HOUR MTD MOUNTED -LA LA COMPRESSEDLABORATORYAIR iN 12.SIZES OF DUCT RUNOUTS,FLEXIBLE DUCT CONNECTIONS,AND SPIN-IN TAPS SHALL BE EQUAL TO CENTIGRADE MTG MOUNTING -MV MV ".TEDICAL VACUUM T MANUAL AIR VENT DIFFUSER NECK SIZE.SEE PLANS }� •ry COOLING COIL WA NOT APPLICABLE L VD VOLUME DAMPER 13. ALL DUCZNGRK SHALL BE SUPPORTED IN STRICT COMPLIANCE WITH SMACNA OR LOCALLY V CEILING DIFFUSER N/C NORMALLYCLOSED 02 02 OxvGEN ® PUMP(DIAGRAM) ACCEPTED CODE NLDHEVER'.S STRICTER, CUBIC FEET PER MINUTE WO NORMALLY C!'EN N20 N20 N'ROUS OXIDE CEILING GRILLE NO NOISE CR^ERA TWO POSITION PARALLEL-BLADE DAMPER 14.ALL DUCT OPRSHA LBEF G-J SHEET METAL UNLESS NOTED OTHERWISE.ALL DUCT SHALL CAST IRON NIC NOT INS%-RACT d N2 N2 N:'RCGEN D" FLEXIBLE CONNECTOR - CEILING NTS NOT TG SCA_E W/ACTUATOR F BEGUN ,CTEDF RLAT v RS10N OF SMACNA DUCT CONSTRUCTION STANDARDS CLEANOUT CO2 CO2 CARBON DIOXIDE INCLUGN pUC'I:1.N THI CKNEG, . CONCRETE CA 0 ISIDEAIR FDPR FIREDAMPER A A CCI,IFRESSEDAIR �- INDICA TES ASSEMBLY OF PIPING COMPONENTS 0 15 INSU 1DN.-HIS PR.J-�SHALL MEET CRITERIA PRESCRIBED BY LOCALLY ACCEPTED GONNECT Cr CONNECTION AS NOTED OR DIAGRAMED COD I ORD OR BI-ARE DAMPER y y VA"_UM ( ) CONSTRUCTION O/C ON CENTER cq CONTINUATION OD OUTSIDE DIAMETER SOPR SMOKE DAMPER LV LV LABORATORY VACUUM 16. ALL E NPION -E INSIDE NET FREE AREA ALL MITERED RECTANGULAR CONDENSATE RETURN OPNG OPEN'VG + „+' E BOWS SIAL H.�' TURN C •TES. O -WOE- WGE WASTE GAS EVACUATION DECIBLE or DRY BULB FCV PRESEURECONTROLVALVE 17.THERh T F .E_ BE IM1c ..__LDAT 48'MOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. I DIRECT DIGITAL CONTROL ED PRESSURE DROP FED FIRE/SMOKE DAMPER WIACTUATOR DIAMETER PH or PHASE ` 18. DUCTS C-F-ORSA C:AN IN PLANS,TO PROVIDE AUTOMATIC SHUTDOWN IN DIMENSION EDGE, PLACES ACCOR A\ ITT-..AIL- 'FPTED CODES.DUCT SMOKE DETECTORS SHALL BE PROVIDED G DOWN POC POINT OF CONNECTION MD MODULATING OPPOSED BLADE DAMPER WTH = REM- TIANNUNCIATCNS-ATIDN. DAMPER POUA POINT OFRESSUR REDUCING 19. BEEF 4CCN ENSA 1N ROUTING.C!,'NDENSATE DRAIN SHALL NOT BE ROUTED TO DRAWING PRI POUNDS E R S U ARE VALVE W/ACTUATOR HARC JR (,ES ROUTE S- "ATE ROUTING LINES SANITARY SHALL,STORM DRAINS, Psl PoueosPERsouAREwcH DUCT FITTING REQUIREMENTS IXHAUST AIR PSIG POUNDS PER SQUARE INCH GAGE NUMBER INDICATES OEM QUANTITY DRYW .S..ORGRASSYAREA _NI;ICATEDONDRAWINGS,ORASALLOWEDBYLOCAL EACH R-100 RETURN AIR BDD BACI(DRAFT DAMPER T�.= ._ INGS.RE�CNSIDEREDACCEPTABLE.THE CONTRACTOR SHALL OBTAIN ENGINEER'SAPPROVAL FOR OTHER FITTINGS PRIOR TO FABRICATION.ONLY FITTINGSWTH SQUALOR AUTHORITY ENTERINGAN TEMPERATURE NUMBER INDICATES CFM QUANTITY LOWER PRESSURED OP WILL BE COrvSIDEREO. 20.MNNTAIN ALL MANUFACTURERS RECOMMENDED SERVICE CLEARANCES FOR ALL EQUIPMENT y IXHAUST FAN RA RETURN AIR EXHAUST GRILLE RAG RETURN AIR GRILLE DIED DUCT SMOKE DETECTOR 21.REFER TO ARCHITECTURAL SITE PLANS FOR LOCATION OF BUILDING. ELECTRIC or ELECTRICAL RE00 REQUIRED ® DUCTELBOWS OFFSETS BRANCH DUCT TAKEOFFS ELEVATION NOTE: AVOID OBSTRUCTIONS)ARE REQUIRED BUT WI MINIMUM PRESSURE DROP P REDUCEDPRESSURE BAGKFLOW 22 ALL CONTROLS CO DUITANO-1RINGl ST CONTRACTOR.ENERGY MANAGEMENT CONTROL SY PREVENTOR 1.5 KW-46430 EQUIPMENT MOUNTED EL CTRC HFATI:NC COIL PAE NOT NECESSARILY SHOWN ON THE PLANS. _', E TED I CURED AND TESTED BY THE CONTROLS EXTERNAL STATIC PRESSURE RPM REVOLUTIONS PER MINUTE I F N OT INDICATED O\SC RULES, RECTANGULAR CCN EVET R LATENT COMMUNICATED THROUGH THESE ENTERINGWATER TEMPERATURE FIRST NUMBER INDICATES S OLHEATINGC PACITV'KILO-WATTIE), W WCT CRA S EC :ECHANICAL CONTRACTOR HIRE A CONTROLS EXHAUST 5-f 00 SUPPLY AIR SECOND NUMBER INDICTS UPPL`!VOLTAGE I.N VOLTS), I���,T�I-,C�I'(�''Y\��JI�_�J'y CONT AIL IN .:'AMISSION THE CONTROLS UNLESS THEY HAVE THEIR EXISTING NUMBER INDICATES CFM QUANTITY -HIRD NUMBER INDICATES A E:S',. -I'- 45 _i'� CONICAL ONM ROLS \..... EDICATED FULL-TIME TO THE DESIGN ANDINSTALLATION SA IS PPLYAIRR=12W MAX.t5° SPIN-IN OFD ;IS FAHRENHEIT [t 4.5 KW-460-30 -ERMIN L OR DUCT MOUNTEDELECTRIC HEATING COIL. DUCTS W/AIR VELOCITY FACE AREA SF SUPPLY FAN {C-mL F NO,I .,a FC ON SCH S UNDER 1,500 FPM ROUND DUCT F SHT SHEET RUNOUT TO SINGLE 23_THEM1 CONTRA - O NSIBLE FOR STARTUP AND COMMISSIONING OF ALL FLOOR CLEANOUT FIRST UMBER INDICATES CCIL t-A'ING CAPACITY(KILO-WATTS), R=W ROUNDO OK ONLY _ FAN COIL UNIT SIM SIMILAR SECOND NUMBER INDICATES SUPPLY VOLTAGE(IN VOLTS, UNDER DIFFUSER OR EQU N DING PR '.:P FORMS FOR ALL EQUIPMENT,BALANCING AND F j BUD All AIR VELOCITY RECTANGULAR FLOOR DRAIN SP STATIC PRESSURE THIRD NUMBER INDICATES PHASE(S). GRILLE ONLY REPO FEES RTIFIE -._LL FUNCTIONAL TESTING OF EQUIPMENT TO CONFIRM OVER'SEO FPM AND �LL(/\^y/\,L11J.II-�-{�L` 1.500 FPM FI NINELF ER SQ SQUARE ALL JCTSUPSTREAMOF V ALL TO VORKA OPERATE AS INTENDED. FUNNEL FLOOR DRAIN SQ FT SQUARE FOOT/FEET T€R1'.NAL UNITS R SS STAINLESSSTEEL 24.ALL E ALL BE If D.AND NEED PER MANUFACTURERS INSTRUCTIONS FINAL FILTER HYDRONIC HEATING OR COOLING COIL.REFER TO ORAWGG STD STANDARD FLOOR NOTES AND/OR SCHEDULE FOR CAPACITY. 45°OUSEL D 45° 25.PROV \ICE SYS F:)NING FOR ALL AUTOMATICALLY CONTROLLED G FEET PER MINUTE RADIUS ELBOWS 0=MORE BUT NOT 12 FEET PER SECOND THK THICK MORETHAN I2" SYS15 AAHNGTO C CODE.ALL CONTROLLEDUFACTVICESSHALL BE C TP TRAP PRIMER or TEST PLUG ACCESS PANEL CAL BR E E AND UNCTION PER THE MANUFACTURER'S FOOT/FEET TYP TYPICAL ON 2-A FSS PANEL UNDEOK0 RECC N:: RON ATIDN INDICATING TESTING METHODS AND RESULTS. FACE VELOCITY ON BO O O=RUST UNDER 3,000 FPM} TU TERMINAL UNIT I CAST I 3UTA -\'ATIDN AS REQUIRED POR SHALL PPLICAMITT FOR R GAGE.,GAUGE AIR FILTER UPSTREAMOF TURNINGa�, OBTAIN PRIOR APPROVALLOCATIONS -1W1` CAST C -^UPAN _ _COMMISSIONING REPORT SHALLBESUBMITTEDTO THE VAN S.R QDIR=D FORRETURN LOCATIONS GALLON .USG UNIFORM BUILDING CODE ' ARC IN ER UFC UNIFORM FIRE CODE RE TURN AND EXHAUST DUCTS ADJUSTABLE FROM /l GALVANIZED ADJUSTABLE FROM / \VyT E GALLONS PER HOUR UMC UNIFORM MECHANICAL CODE TURNING VANES NING VANES OUTSFTAIDE DUCT4WRK 26.PROV ETERIM1 _ L:;ONSUMPTION MANAGEMENT PER SECTION C4E9,. ( JIiC/I P OR GALLONS PER MINUTE UPC UNIFORM PLUMBING CODE SOUND ATTENUATOR AR EX PRIOR INCL -._LOWING F UG UNDERGROUND `ACCE PANEL(TYPICAL) OK ONLY APPROVAL FOR ALL 1iC -'SOURS V'.N.. _ORDINATE HVAC _-CTRICAL ENERGY Received UH UNIT HEATER RE QUIREDFORRETURN UNDER ME-E ,. H__ECTFFC^ O N'FA'.,, 'R.PROVIDENA =-RING PERC4E8.2. L HEIGHT /I RETURN AND EXHAUST HEAD CHANGE OF WCT SIZE &EXHAUST DUCTS L i,500 FPM LOCATIONS 2)TH THE REQUIREMENTS OF THIS SECTION ACQUISITIONS .-N RGy DISPLAY TO COMPLY HORSEPOWER VA VALVE -� INDICATES SUPPLY AIR FLG RIRE�T10N LLLL W~ WTH THE REQUIREMENTSOF THIS SECTION. T' HEAD G VAC VACUUM � �1�� �Z.� t-7 2 "� HEATING VENTILATION AND VAV VARIABLE AIR VOLUME y, INDICATES RETURN or EXHP.US AIR FLOW DIRECTION �- /MAX.15 DUCTS W/AI-VELOCITY I/ .i✓x'. AIR CONDITIONING VD VOLUME DAMPER UNDER',500 FED HIGH WALL GRILLE VEL VELOCITY R=W HIGH WALL REGISTER VIE VARIABLE FREQUENCY DRIVE ® CEILING SUPPLY DIFFUSER.REFER TO DIFFUSER AND TRANSITION NOT LESS THAN TWCE THE DUCT AREA DUCTS W/AIR VEI DCITY r"I HERTZ GRILLE SCHEDULE FOR ADDITIONAL INFORMATION. CONICAL SPIN-IN OR OVERALLD 1 00 FPM,IND VTR VENT THRU ROOF S UPSTREAM OF INSIDE DIAMETER W WDE I TERMINAL UNITS (w -w INVERT ELEVATION W/ WTH LINEAR SLOT FOR.REFERTODNFUSERANO TRANSITIONT CONNECTION COFFMAN W/O WTHOUT SIZE AT LEAST SIM SMALLS ATE- RT'j``, ���fi ATJ��'1WTGr�1OTT INCHaINCHES GRILLE SCHEDULE FOR ADDITIONAL INFORMATION. THAN AREA OF SMALLER i 1 l IY 1V INSULATION WB WALLCLE DUCT EUILD!N oEPARTMENT ENGINEERS INVERT WOO WATER BABE REE E TO DIFFUSER IXHAUSCHEDULNSFER) END TAP ry T� V WG WATER GAGE REFER TO DIFFUSER AND GRILLE SCHEDULE FOR APPROVED V ED 0 IMPS WASTE GAS PRESSURE 1997 Park Lane KILOWATT ADDITIONAL INFORMATION. KILOWATT HOUR LARD WATER PRESSURE DROP WT WEIGHT DATE 191BY� B � ��----II urlin9 ton,WA 98233 SUPPLY SHOWN))GRILLE,REGISTER OR OPEN DUCT NOES AUTHORIZED Li u+ -ROVEDIRYTHE ph 360.707.5656 8 I �NC3 ll INSPECTOR OFF IkwL COPY ----ffman.com SPECIFICATIONS PRODUCT REQUIREMENTS 3. IT HAS BEEN DETERMINED THAT COMMISSIONING IS NOT REQUIRED FOR THE 7. ACOUSTIC LINING FOR RETURN AND EXHAUST DUCTS: FIBERGLASS, 1.5-INCH MECHANICAL SYSTEMS ON THIS PROJECT. THICKNESS UNLESS OTHERWISE NOTED, WITH A BLACK PIGMENTED NEOPRENE J GENERAL REQUIREMENTS • THE MATERIAL AND EQUIPMENT SHALL BE NEW,BEST QUALITY AND AS SPECIFIED. COATED MAT SURFACE ON THE AIR-STREAM SIDE, 1-1/2 POUNDS.PER CUBIC FOOT QI • EQUIPMENT SHALL BE FURNISHED COMPLETE WITH ALL PARTS NECESSARY FOR BALANCING DENSITY,FIRE HAZARD CLASSIFICATION FHS 25/50 PER UL 723. ALL CUT EDGES SHALL SUMMARY PROPER OPERATION.MATERIAL AND EQUIPMENT SHALL BE CLEANED AND FREE FROM DENTS,SCRATCHES,AND CORROSION.EQUIPMENT SHALL PROVIDE QUIET OPERATION. BE COATED WITH CODE-APPROVED ADHESIVE TO PREVENT EROSION. . ' - - BALANCING: PROVIDE THE SERVICES OF A QUALIFIED BALANCING FIRM TO OBTAIN AIR �1 EXECUTION FLOWS WITHIN 10%OF THE AMOUNTS IND!CATED ON THE r A, N ALANCINGFIRM THE WORK COVERED , THIS AND ALL OTHER MECHANICAL SECTIONS CONSISTS OF SHALL BE A MEMBER OF NEBB OR AABC. OBTAIN A/E APPR BALANCING FIRM 8. FLEXIBLE DUCTS: ACCEPTABLE ONLY WHERE INDICATED ON.THE DRAWINGS. W FURNISHING ALL LABOR,EQUIPMENT,APPLIANCES AND MATERIALS AND PERFORMING ALL THE WORK SHALL BE PERFORMED BY PERSONS SKILLED IN THE PARTICULAR TRADE, AT BEGINNING OF PROJECT. PROVIDE DRIVE ADJUSTMENTS REQ-ED TO OBTAIN THE EXTERIOR REINFORCED LAMINATED VAPOR BARRIER, 2.0-INCH THICK FIBER GLASS OPERATIONS REQUIRED FOR A COMPLETE INSTALLATION OF ALL HEATING AND • FLOWS,AND PROVIDE TOTAL FLOW,PRESSURE.RPM AND AMPERAGE VITASUREMENTS AT AND INCLUDES ALL WORK NECESSARY TO PROPERLY COMPLETE THE INSTALLATION IN INSULATION(K=.25 AT 75 DEGREES F.),ENCAPSULATED SPRING STEEL WIRE HELIX VENTILATION SYSTEMS AS HEREINAFTER SPECIFIED,IN STRICT ACCORDANCE WITH THIS ALL EQUIPMENT.AT THE COMPLETION OF THE PROJECT,CCL<PI AND SIGNED v 1 m LimAND ALL SECTIONS OF THESE SPECIFICATIONS,DRAWINGS,TERMS AND CONDITIONS OF A MANNER THAT PRESENTS A NEAT AND FINISHED APPEARANCE. BALANCING REPORTS SHALL BE SUBMITTED TO THE A/E AND O \ R-N AND IMPERVIOUS,SMOOTH,NON-PERFORATED INTERIOR VINYL LINER. UL 181 LISTED DICATING ALL a 00 THE CONTRACT, ALL APPLICABLE CODES, ORDINANCES AND LAWS GOVERNING EACH MEASURED VALUES ALONG WITH CORRESPONDING DESIGN VAL. S AND WITH FLAME-SPREAD RATING NOT OVER 25,SMOKE-DEVELOPED RATING NOT OVER 50, W co in THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS MINIMUM LENGTH 6%MAXIMUM LENGTH 8%MINIMUM OF 1 ELBOW,NOT GREATER THAN 2 .�. SYSTEM.UPON COMPLETION,THE SYSTEMS SHALL BE FULLY FUNCTIONAL,ADJUSTED,AND NOTES/DISCUSSION WHERE RESULTS WERE NOT WITHIN 10°lo OF DESIGN VALUES. r, Q READY FOR USE. RECOMMENDED BY THE EQUIPMENT MANUFACTURER, REQUIRED BY CODES AND ELBOWS, USE FLEXMASTER USA TYPE BM..R-6.0. ALL WORK AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE FOLLOWING: NECESSARY FOR THE PROTECTION OF PERSONNEL, SUCH AS SCREENS,GUARDS, BASIC MATERIALS AND METHODS(APPLIES TO ALL WORK) 2016 INTERNATIONAL BUILDING CODE WITH STATEWIDE AMENDMENTS RELIEF VALVES,VENTS,OVERFLOW, CID.ETC.,WHICH SHALL BE PROVIDED AND INSTALLED ^ FLEXIBLE CONNECTORS: PROVIDE FLEXIBLE CONNECTORS AT FANS AND EQUIPMENT AMENERAL . : POLON 9 IN AN APPROVED MANNER. . o ANSI AlA117.1-09,ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES,WITH STATEWIDE THAT DO NOT HAVE INTERNAL VIBRATION ISOLATION INDOOR UL LISTED HY AMENDMENTS rr ,, 2015 INTERNATIONAL RESIDENTIAL CODE WITH STATEWIDE AMENDMENTS • CONTRACTOR SHALL INSTALL ALL EQUIPMENT FOLLOWING ALL MANUFACTURER'S COATED GLASS FABRIC OR NEOPRENE COATED NYLON FABRIC. FLAME RESISTANT TO V M REQUIREMENTS.CONTACT ENGINEER IF CONFLICTS ARISE. WORK INCLUDED:THIS SECTION APPLIES TO ALL MECHANICAL�VORK NORMALLY SPECIFIED to 2015 INTERNATIONAL MECHANICAL CODE WITH STATEWIDE AMENDMENTS r7 2015 INTERNATIONAL FIRE CODE WITH STATEWIDE AMENDMENTS UNDER DIVISIONS 21,22 AND 23,AND REPRESENTS REQUIREMENTS IN ADDITION TO THE 250 F.24 OZ/SQ.YD. DURODYNE"NEOPRENE"OR ELGEN"HYPOLON". ul 0 2015 UNIFORM PLUMBING CODE WITH STATEWIDE AMENDMENTS INSTALLATION, GENERAL: FOLLOW MANUFACTURER'S INSTRUCTIONS AND UTILIZE REQUIREMENTS STATED IN OTHER SECTIONS.THESE SPEC!FICAT-ONS DO NOT COVER ALL W GOOD INDUSTRY PRACTICE WHEN INSTALLING ALL WORK. USE ONLYSKILLED ITEMS THAT WILL BE REQUIRED FOR COMPLETE AND WORKING SYSTEMS.WHERE Z 2015 WASHINGTON STATE ENERGY CODE TRADESPEOPLE WITH QUALIFIED SUPERVISION MATERIALS OR EQUIPMENT NEEDED FOR THIS PROJECT ARE NO`COVERED IN THESE 10. DUCT ACCESS DOORS: PROVIDE IN SUFFICIENT QUANTITY,LOCATIONS,AND SIZES TO � 2015 INTERNATIONAL EXISTING BUILDING CODE WITH STATEWIDE AMENDMENTS FOUND IN . ALL WORK SHALL BE LEFT NEAT AND SPECIFICATIONS,PROVIDE THE MATERIALS AND EQUIPMENT OF A QU� 'TY EQUAL TO OR PROVIDE PROPER ACCESS TO DAMPERS AND EQUIPMENT THAT MAY REQUIRE Zj N THE IBC CLEAN. BETTER THAN THAT GENERALLY UTILIZED BY THE INDUSTRY FOR S.MILAR PROJECTS IN SERVICE. VENTLOCK WITH PIANO HINGE AND/OR CAM LATCHES. SUPPLY DUCT W � NATIONAL ELECTRICAL CODE(NFPA 70)WITH STATEWIDE AMENDMENTS THE SAME GEOGRAPHIC AREA. ACCESS DOORS SHALL BE DOUBLE WALL,WITH V INSULATION O . OTHER RELEVANT NATIONAL FIRE PROTECTION(NFPA)ASSOCIATION AND AMERICAN • CONCEALMENT: PIPING AND DUCTWORK SHALL CONCEALED WITHIN BUILDING PETROLEUM INSTITUTE(API)INDUSTRY CODES. CONSTRUCTION,UNLESS SPECIFICALLY INDICATED OTHERWISE. WHERE PIPING IS A. SUPPORT AND HANGERS UNDERWRITERS'LABORATORIES. INDICATED TO BE EXPOSED TO VIEW IN FINISHED SPACES OR CABINETS, PROVIDE 11, VOLUME DAMPERS: BALANCING DAMPERS SHALL BE PER SMACNA STANDARDS. HEAVY LOCAL UTILITY CODES. CHROME ESCUTCHEONS WHERE THE PIPING PENETRATES THE WALL, FLOOR OR SUPPORT OF MECHANICAL SYSTEMS:EACH PIECE OF EQUIPMENT SHALL BE SUPPORTED DUTY QUADRANTS WITH SETTING SCALE AND SECURE LOCKING THUMB NUTS. ALL APPLICABLE INDUSTRIAL SAFETY AND HEALTH LAWS AND REGULATIONS, CEILING CONSTRUCTION. (FROM ABOVE OR BELOW)IN NOT LESS THAN FOUR CORNERS FROM THE BUILDING ALL APPLICABLE ENERGY CODES. STRUCTURE. PIPING AND DUCTWORK SHALL BE SUPPORTED AT INTERVALS SPECIFIED, LOCAL PLUMBING CODES. WATER SEALING AT FLOORS: PROVIDE WATER TIGHT SEALING AT EACH FLOOR WITH EACH SYSTEM SUPPORTED INDEPENDENTLY FROM THE BUILDING STRUCTURE. 12. FIRE DAMPERS: 1-1/2 HOUR RATED,DYNAMIC,UL LISTED FIRE DAMPERS,EACH WITH t� • PENETRATION INCLUDING PIPING WITHIN WALL CAVITIES.PROVIDE WATER SLEEVES FRAME AND SLEEVE,LISTED FOR VERTICAL AND/OR HORIZONTAL INSTALLATION,WITH U LOCAL BUILDING,MECHANICAL AND FIRE CODES. I SEALED TO THE FLOOR CONSTRUCTION AND PROJECTING NOT LESS THAN 1.5"ABOVE SEISMIC BRACING: PROVIDE COMPLETE SEISMIC BRACING FOR ALL NEW PIPING, W ALL GOVERNING RULES AND REGULATIONS BY LOCAL AND STATE AUTHORITIES. FLOOR WHERE INSULATED PIPING PENETRATES THE FLOOR. THE INTENT IS TO DUCTWORK,TERMINAL UNITS AND EQUIPMENT AS REQUIRED BY THE 2015IBC WITH ALL FUSIBLE LINK RATED TO CLOSE AT 165 F. OVERSIZE DAMPERS AS REQUIRED TO E. ALL CONTRACT DOCUMENTS PERTAINING TO THIS PROJECT ARE HEREBY MADE A PART OF RESULT IN NOT LESS THAN 85 PERCENT FREE AREA FOR LOW VELOCITY DUCTS AND THIS SPECIFICATION. MINIMIZE PASSAGE OF WATER DURING A SIGNIFICANT WATER LEAKAGE EVENT. LOCAL AMENDMENTS AND ASCEISCI 7-10(THE CURRENT CODE). BRACING MAY BE PER IM THE CONTRACTOR IS RESPONSIBLE TO MAKE SURE OF A CLEAR UNDERSTANDING OF BOTH SEALING IS REQUIRED FOR CONCRETE FLOORS, BUT NOT REQUIRED FOR OTHER GUIDELINES ESTABLISHED BY RESTRAINT MANUFACTURERS SUCH AS;MASON 100 PERCENT FREE AREA FOR MEDIUM OR HIGH VELOCITY DUCTS. INSTALL PER W� FLOOR SYSTEMS WHERE THE CONSTRUCTION ITSELF,AT THE PIPE PENETRATION, INDUSTRIES AND LS.A.T PROVIDED THEY MEET THE CURRENT CODE.ALL BRACING SHALL MANUFACTURER INSTRUCTIONS. as PLANS AND SPECIFICATIONS,PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES ALLOWS SIGNIFICANT WATER SEEPAGE(PLANKED WOOD FLOOR FOR EXAMPLE.) BE DESIGNED AND MANUFACTURED BY MASON,I.S.A.T,OR PRIOR-APPROVED ALTERNATE. how SHALL BE BROUGHT TO THE ATTENTION OF THE GENERAL CONTRACTOR AND ENGINEER MANUFACTURER SHALL FURNISH PROJECT-SPECIFIC DRAWINGS SHOWING THE CORRECT PRIOR TO COMMENCEMENT OF WORK.THE ENGINEER SHALL NOT BE HELD ACCOUNTABLE COORDINATION WITH OTHER TRADES: COMPLETE DRAWINGS AND SPECIFICATIONS OF BRACE FOR EACH PROJECT-SPECIFIC LOCATION. 13. COMBINATION FIRE SMOKE DAMPERS: DAMPERS SHALL BE UL 555 1-1/2 HOUR AND UL FOR LACK OF NOTIFICATION BY THE MECHANICAL AND/OR PLUMBING CONTRACTORS. ALL TRADES WILL BE FURNISHED OR WILL BE AVAILABLE FOR INSPECTION IN THE 555S CLASS I LEAKAGE CLASSIFIED. DAMPERS SHALL HAVE A NORMALLY-CLOSED 120 CONSTRUCTION OFFICE AT THE JOBSITE. CAREFULLY CHECK THESE DRAWINGS AND CONNECTIONS TO THE BUILDING STRUCTURE:PROVIDE ALL NECESSARY CONNECTIONS TO VOLT DAMPER MOTOR AND REUSABLE RESETTABLE LINK CLOSURE DEVICE RATED TO EXISTING CONDITION INFORMATION SPECIFICATIONS BEFORE INSTALLING ANY WORK. IN ALL CASES,CONSIDER THE WORK THE BUILDING STRUCTURE FOR SEISMIC RESTRAINTS AND SUPPORTS.WHERE CONCRETE CLOSE AT 165 F. SMOKE DETECTOR SHALL BE SIMPLEX WITH AUX.CONTACTS RATED OF ALL OTHER TRADES AND COORDINATE WORK WITH THAT OF THE SHEET METAL, STRUCTURE IS PRESENT,REVIEW THE USE OF CONCRETE ANCHORS WITH THE ARCHITECT, .BEFORE SUBMITTING BID, THE CONTRACTOR SHALL EXAMINE SITE CONDITIONS TO PIPING,PLUMBING,FIRE PROTECTION,ELECTRICAL,AND SITE-WORK SUBCONTRACTORS, OWNER,AND GENERAL CONTRACTOR,AND VERIFY THAT THERE ARE NO POST-TENSIONED FOR 120 VAC,AND SHALL INCLUDE A CEILING-MOUNTED ANNUNCIATOR LIGHT MOUNTED 9 BEh, DETERMINE ANY EFFECT ON EXECUTION OF WORK AND INCLUDE COSTS IN BID. BY SLABS OR OTHER CONDITIONS THAT NEED TO BE TAKEN INTO ACCOUNT IN SETTING OF BELOW THE DAMPER.SO THAT THE BEST ARRANGEMENT OF ALL EQUIPMENT,PIPING,CONDUIT,DUCTS,AND ANCHORS. UTILIZE MCCULLOUGH"KWIK-BOLT',PHILLIPS SELF-DRILLING ANCHORS, a4 trf SUBMITTING A BID THE CONTRACTOR IS ACKNOWLEDGING THAT THEY HAVE SUFFICIENTLY OTHER RELATED ITEMS CAN BE OBTAINED. GREGORY"BULLDOG,"OMARK"DRILL ANCHORS",OR OTHER APPROVED ANCHOR TO "F UNDERSTOOD THE SCOPE OF CONSTRUCTION WORK REQUIRED AND HAVE INCLUDED IN BID, WHETHER SPECIFIED OR NOT, THE SUPPLY AND INSTALLATION OF ALL ITEMS • ATTACH ARCHITECT CONCRETE STRUCTURES. WHERE BUILDING STRUCTURE IL WOOD OR STEEL, 14. HEAT TRACING: PROVIDE SELF-REGULATING,PARALLEL-RESISTANCE HEATING CABLES ELECTRICAL CLEARANCES:COORDINATE WITH ALL TRADES TO MAINTAIN ELECTRICAL OBTAINMENTOTHEAPPROVALSSTRUCTURE, OF HARDWARE AND METHODS TO BE UTILIZED FOR OF CROSSUNKED CONDUCTIVE POLYMER CORE, FLAME-RETARDANT POLYOLEFIN REQUIRED BY GOOD PRACTICE TO PROVIDE COMPLETE AND OPERATIONAL SYSTEMS. SERVICE CLEARANCE (PER NATIONAL ELECTRICAL CODE) FOR MECHANICAL ATTACHMENT TO THE STRUCTURE. INSULATING JACKET, STAINLESS-STEEL BRAIDED CABLE COVER WITH POLYOLEFIN PERMIT APPLICATION EQUIPMENT. f ADDITIONAL FRAMING: PROVIDE STEEL FRAMING MEMBERS TO TRANSFER LOAD FROM OUTER JACKET WITH UV INHIBITOR. RAYCHEM OR EQUAL 10/8/20 .OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BEFORE AND DURING QUALITY REQUIREMENTS SUPPORT POINTS AT HANGERS TO LOCATIONS WHERE CONNECTIONS CAN BE MADE TO THE BUILDING STRUCTURE.FRAMING MEMBERS SHALL BE 12-GAUGE MINIMUM,1-3/8"X CONSTRUCTION. ONCOMPLETION OF THE WORK FURNISH SATISFACTORY EVIDENCE THAT ALL WORK 1-5/8"MINIMUM CROSS-SECTION SIZE;UNISTRUT,POWERSTRUT,OR OTHER 15. COMPRESSED-AIR PIPING HAS APPROVED.SELECT MEMBER SIZE AND TYPE,AS APPROPRIATE FOR LOAD PER MANUFACTURER GUIDELINES. • HAS BEEN INSTALLED AND INSPECTED IN ACCORDANCE WITH THE APPLICABLE CODES. SUBSTITUTION PROCEDURES .. THE OWNER AND/OR GENERAL CONTRACTOR SHALL DECIDE WHETHER OR NOT THE • PIPING MATERIAL:BLACK STEEL,SCHEDULE 40 ASTM A53 GRADE B ORA120 WITH o THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS OF FINISHED WORK IS SATISFACTORY AND IF ANY MATERIAL OR EQUIPMENT HAS NOT PIPE HANGERS:CLEVIS OR RING HANGERS WITH STEEL RODS. HANGERS FOR INSULATED THREADED ENDS. PI BEEN PROPERLY INSTALLED OR FINISHED. THE MECHANICAL AND/OR PLUMBING FITTINGS:CLASS 150,MALLEABLE IRON,ASTM A197,WITH THREADED ENDS DESIGN. THE CONTRACTOR MAY PROPOSE A SUBSTITUTION OF OTHER MATERIAL OR CONTRACTOR IS OBLIGATED TO REPAIR OR REPLACE THE MATERIAL OR EQUIPMENT IN PING SHALL BE SIZED FOR OUTSIDE INSULATION AND 6"SHIELDS SHALL BE PROVIDED AT • ANSI/ASMEB16.3 OR WELDING FITTING PER ASTM A234,GRADE WPB. EQUIPMENT, WHICH IN HIS OPINION WILL ACCOMPLISH THE DESIGN FUNCTION AND IS A MANNER SATISFACTORY TO THE OWNER WITHOUT COST TO THE OWNER. PLASTIC SEPARATION BETWE NLL HANGERS TO PROTECT INSCLAMPS AND COPPER p PEPIPE SUPPORTPACING PER IMC. PROVIDE • VALVES:WATTS B6000 LH.LINE SIZE WITH THREADED ENDS. EQUAL TO THAT SPECIFIED.ALL COSTS INCURRED BECAUSE OF THIS SUBSTITUTION SHALL - GUARANTEE:GUARANTEE MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR BE BY THE CONTRACTOR. THE ENGINEER SHALL BE THE JUDGE OF THE QUALITY AND - AFTER THE DATE OF SUBSTANTIAL COMPLETE. REFER TO ADDITIONAL REQUIREMENTS SUITABILITY OF THE PROPOSED SUBSTITUTION AND MAY REQUIRE THE CONTRACTOR TO OUTLINED BY ARCHITECT AND OWNER. HANGER RODS: HOT ROLLED STEEL ROD,ASTM A 36;SIZE TO"CODE FOR PRESSURE 2015 WASHINGTON STATE ENERGY CODE(WSEC)NOTES: FURNISH ANY MATERIAL OR PIECE OF EQUIPMENT AS SPECIFIED. PIPING",ANSI B 31.1,WITH SAFETY FACTOR OF 5.MINIMUM ROD SIZE;T'PIPE AND SMALLER - ',� rf (240 POUNDS)=1/4"ROD,1 1/4"TO 2"PIPE(TO 610 POUNDS)=3/8"ROD,2-1/2"TO 4" PIPE L:�-� ,(TO 1,130.POUNDS)=1/2"ROD,5"TO 8"PIPE(TO 1,810 POUNDS)=6/8"ROD. HVAC NOTES BELOW APPLY TO THE HVAC SYSTEMS SERVING THE AREAS WORK IS SHOWN, PROJECT MANAGEMENTAND COORDINATION PROJECT CLOSE OUT DOCUMENTATION(C103 6Y OTHER BUILDING SPACE ARE NOT INCLUDED IN THIS PROJECT SCOPE OF WORK GENERAL:THE CONTRACTOR SHALL SCHEDULE HIS WORK IN SUCH A MANNER AS TO INSTALL HIGH DENSITY PRE-MOLDED PIPE INSULATION 180 DEGREES(HALF-E ER,6 ONi. THE FOLLOWING DOCUMENTS SHALL BE BE PROVIDED TO THE BUILDING OWNER OR BOTTOM HALF E PIPE ATE-MOLD D FOR PIPING GREATER THAN 1'IN DIAMETER,6"LONG EQUIPMENT SIZING.PERFORMANCE,&TYPE: .1i AVOID DELAYS IN OVERALL CONSTRUCTION AND PERMIT PROPER INSTALLATION OF OWNER'S AUTHORIZED AGENT WITH 180 DAYS OF THE DATE OF RECEIPT Of THE FOR PIPING 8"IN SIZE OR SMALLER. FOR COLD PIPE SUPPORTS USE 3.0 PCF DENSITY ALL WORK BY THEMSELF AND OTHER CRAFTS.. CERTIFICATE OF OCCUPANCY: POLYISOCYANURATE INSULATION. HOT PIPE SUPPORTS SHALL BE HIGH DENSITY 1. LOAD CALCULATIONS WERE PERFORMED USING LIGHTING AND EQUIPMENT. • RECORD DOCUMENTS(C103.fi.1) POLYISOCYANURATE FOR FLUIDS UP TO 300 F,OR CALCIUM SILICATE. INSULATION AT • DESIGN DRAWINGS:THESE DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY • MANUALS(C103.6.2) SUPPORTS SHALL HAVE SAME THICKNESS AS ADJACENT INSULATION. SHOW THE FINAL ROUTING OF PIPING OR FINAL LOCATION OF EQUIPMENT. IF • COMPLIANCE DOCUMENTATION(C103.6.3) 2. OUTPUT CAPACITY OF HEATING AND COOLING EQUIPMENT AND SYSTEMS ARE NO CONFLICTS ARISE WHICH CAUSE A CHANGE IN THE SPECIFIED PLANS OR DESIGN,THE EQUIPMENT AND PIPING IDENTIFICATION GREATER THAN THE SMALLEST AVAILABLE SIZE THAT EXCEEDS THE CALCULATED `O CO 2 TRAINING OF THE MAINTENANCE STAFF FOR EQUIPMENT INCLUDED IN THE MANUAL LOADS(C403.2.2) I CQ NTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING THE CHANGES. ANY CHANGES NOT APPROVED BY THE ENGINEER.SHALL BE THE S REQUIRED BY SECTION C103.6.2 SHALL INCLUDE ATA MINIMUM(C703.6.4): RESPONSIBILITY OF OTHERS. REVIEW OF MANUALS AND PERMANENT CERTIFICATE. 1. NAMEPLATES: PROVIDE NAMEPLATE FOR EACH PIECE OF EQUIPMENT, INCLUDING H C • HANDS-ON DEMONSTRATION OF ALL NORMAL MAINTENANCE PROCEDURES, EQUIPMENT NUMBER AND ANY SPECIAL INSTRUCTION FOR ITS USE;LAMINATED BLACK __. 3. ALL ELECTRIC MOTORS SHALL BE COMPLIANT WITH SECTION C405SAS APPLICABLE. 0 • INTERFERENCE'S:THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER CRAFTS TO NORMAL OPERATING MODES,AND ALL EMERGENCY SHUTDOWN AND START-UP AND WHITE PLASTIC WITH LETTERING CUT THROUGH TO WHITE BACKGROUND. MAKE CERTAIN LOCATIONS AND ARRANGEMENTS REQUIRED FOR INSTALLATION OF PROCEDURES. MINIMUM SIZE 3"X 1". U E- CQ SYSTEMS ARE MADE AVAILABLE, AND BE RESPONSIBLE FOR ARRANGING PIPING, • TRAINING COMPLETION REPORT. HVAC SYSTEM CONTROLS EQUIPMENT,ETC.,SO AS NOT TO INTERFERE WITH STRUCTURAL MEMBERS,LIGHTS, 2. PIPE IDENTIFICATION: ALL PIPING IN SERVICEABLE LOCATIONS(INCLUDING ABOVE AND OTHER ITEMS HAVING FIXED LOCATIONS NOT RELATED TO THE SYSTEMS.WHERE COMMISSIONING: LAY-IN CEILINGS) SHALL BE IDENTIFIED WITH SEMI-RIGID PLASTIC OR ADHESIVE d ALTERNATE ROUTING, OFFSETS, AND TRANSITIONS ARE REQUIRED FOR FIELD 1. EACH HEATING AND COOLING SYSTEM SHALL BE PROVIDED WITH THERMOSTATIC IDENTIFICATION MARKERS. MARKERS SHALL CONFORM TO ANSI A13.1,"SCHEME FOR CONTROLS(C403.2.4.1)THAT COMPLY WITH THE FOLLOWING REQUIREMENTS:COORDINATION OF ALL TRADES,THE CONTRACTOR SHALL MAKE CHANGES WITHOUT 1.. SYSTEM COMMISSIONING IS NOT REQUIRED IF ALL OF THE FOLLOWING EXCEPTIONS THE IDENTIFICATION OF PIPING SYSTEMS". LOCATE MARKERS ADJACENT TO EACH ADDITIONAL COSTS. ARE MET: VALVE,AT MINIMUM 30'CENTERS WITH AT LEAST ONE MARKER BETWEEN ANY TWO A. C403.2.4.1.2 SETPOINT OVERLAP RESTRICTION. WHERE USED TO CONTROL BOTH PARTITIONS,PROVIDE DIRECTION OF FLOW ARROWS AT MARKERS. F. HEATING AND COOLING, THERMOSTATIC CONTROLS SHALL PROVIDE A TEMPERATURE 'L1 •d VERIFICATION: PRIOR TO ORDERING ANY EQUIPMENT OR FIXTURES, VERIFY C. MECHANICAL SYSTEM COMMISSIONING IS NOT REQUIRED WHERE THE RANGE OR DEADBAND OF AT LEAST 5°F WITHIN WHICH THE SUPPLY OF HEATING AND DIMENSIONS OF ALL SUCH EQUIPMENT,FIXTURES,ETC.,TO MAKE CERTAIN IT FITS INTO BUILDING'S TOTAL MECHANICAL EQUIPMENT CAPACITY IS LESS THAN 240,000 COOLING ENERGY TO THE ZONE IS CAPABLE OF BEING SHUT OFF OR REDUCED TO A THE STRUCTURAL AND ARCHITECTURAL FEATURES OF THE BUILDING, AVOIDS BTU/H COOLING CAPACITY AND LESS THAN 300,000 BTU/H HEATING CAPACITY. MISCELLANEOUS MATERIALS AND ACCESSORIES MINIMUM. CONFLICT WITH EQUIPMENT OR FIXTURES OF OTHER CRAFTS AND FITS INTO THE B. C403.2.4.2 OFF-HOUR CONTROLS,FOR ALL OCCUPANCIES OTHER THAN GROUP R,THE SPACE PROVIDED FOR THE INSTALLATION. D. ELECTRICAL SYSTEM COMMISSIONING IS NOT REQUIRED WHERE THE TOTAL 1. DIELECTRIC UNIONS: PROVIDE AT EACH PIPE CONNECTION BETWEEN DISSIMILAR SPACE SHALL BE PROVIDED WITH THERMOSTATIC- SETBACK CONTROLS THAT ARE INSTALLED LIGHTING LOAD IS LESS THAN 20 kW AND THE LIGHTING LOAD METALS.2 INCHES AND SMALLER,250 PSIG AT 180 DEG.F.,ANSI B16.39. OVER 2"USE CONTROLLED BY EITHER AN AUTOMATIC TIME CLOCK OR PROGRAMMABLE CONTROL CNt • SLEEVES AND INSERTS:THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES CONTROLLED BY OCCUPANCY SENSORS OR AUTOMATIC DAYLIGHTING FLANGE FITTINGS,ANSI B16.42(IRON)OR ANSI 816.24(BRONZE),WATTS 3000 SERIES, SYSTEM. w Q CM AND INSERTS REQUIRED FOR HIS WORK.THE CONTRACTOR SHALL SCHEDULE HIS CONTROLS IS LESS THAN 10 kW. EPCO OR EQUIVALENT. C. C403.2.4.2.1 THERMOSTATIC SETBACK CAPABILITIES. THERMOSTATIC SETBACK Z Zco MANNER TO AVOID DELAYS. IF THE CONTRACTOR FAILS TO INSTALL SLEEVES AND a WORK SO HE INSTALLS SLEEVES AND INSERTS AS CONSTRUCTION PROCEEDS AND IN A CONTROLS SHALL HAVE THE CAPABILITY TO SET BACK OR TEMPORARILY OPERATE THE E. SERVICE WATER HEATING SYSTEMS ARE EXEMPT FROM THE COMMISSIONING 2. FIRE SEALING AT RATED WALLS AND FLOORS:PROVIDE UL LISTED FIRE RATED PUTTY O w CLl SYSTEM TO MAINTAIN SPACE TEMPERATURES DOV✓N TO 55'F".3`C`.OR UP TO 85°F(29°C).INSERTS AS CONSTRUCTION PROCEEDS,HE SHALL PAY ALL COSTS FOR CUTTING AND PROCESS IN BUILDINGS WHERE THE LARGEST SERVICE WATER HEATING AT ALL PIPE PENETRATIONS OF RATED WALLS AND FLOORS, PUTTY SHALL BE E--� � z PATCHING TO MAKE THE PROPER INSTALLATION. SYSTEM CAPACITY IS LESS THAN 200,000 BTU/H AND WHERE THERE ARE NO INSTALLED STRICTLY PER MANUFACTURER INSTRUCTIONS WITH SLEEVES WHERE D. G403.2.4.2.2 AUTOMATIC SETBACK AND SHUTDOWN CAPABILITIES.AUTOMATIC TIME d E O POOLS OR PERMANENT SPAS. REQUIRED,OVERALL INSTALLATION SHALL MEET CODE REQUIREMENTS. PIPE CLOCK OR PROGRAMMABLE CONTROLS SHALL BE CAPABLE OF STARTING AND STOPPING U Z+E� • CONTRACTOR SHALL NOT SHUT-OFF/PUT OUT OF SERVICE ANY SYSTEMS/SERVICES INSULATION SHALL NOT BE CONTINUOUS THROUGH FIRE RATED WALLS OR FLOORS. THE SYSTEM FOR SEVEN DIFFERENT DAILY SCHEDULES PER WEEK AND RETAINING THEIR .0"'� CS WITHOUT FIRST COORDINATING ALL DOWNTIME WITH OWNER'S PERSONNEL. F. NO SYSTEMS ARE INSTALLED TO MEET SECTION C408 OR C407 INCLUDING PROGRAMMING AND TIME SETTING DURING A LOSS OF POWER FOR AT LEAST 10 HOURS. C W py z CONTRACTOR SHALL PROVIDE A DETAILED M.O.P.AS REQUIRED.DO NOT BEGIN WORK EQUIPMENT,CONTROLS,OR CONFIGURATION SETTINGS FOR MECHANICAL, 3. FIRE STOP SYSTEMS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S ADDITIONALLY, THE CONTROLS SHALL HAVE A MANUAL OVERRIDE THAT ALLOWS W WITHOUT WRITTEN APPROVAL. SERVICE WATER HEATING, ELECTRICAL POWER OR LIGHTING SYSTEMS SPECIFICATIONS;TRAINING RECORDS/CERTIFICATIONS OF INSTALLERS MAY BE TEMPORARY OPERATION OF THE SYSTEM FOR UP TO 2 HOURS;A MANUALLY OPERATED � WHICH ARE INCLUDED IN THE PROJECT TO COMPLY WITH SECTION C406 OR REQUIRED AT TIME OF INSPECTIONS. PENETRATIONS THROUGH RATED FIRE WALLS TIMER CAPABLE OF BEING ADJUSTED TO OPERATE THE SYSTEM FOR UP TO 2 HOURS;OR • SUBMITTALS: SUBMIT PRODUCT DATA AND SHOP DRAWINGS FOR ALL SIGNIFICANT AN OCCUPANCY SENSOR AND CEILINGS SHALL BE C407. SEALED UPON COMPLETION A WORK AND ALL PENETRATIONS E. C403.2.4.2.3 AUTOMATIC START CAPABILITIES.AUTOMATIC START CONTROLS SHALL � a MATERIALS,EQUIPMENT,AND FIXTURES TO THE A/E FOR R ORDERING. PDF( SHALL BE LABELED. IFC 703.2(2015 EDITION)AND NFPA 80. BE PROVIDED FOR EACH HVAC SYSTEM. THE CONTROLS SHALL BE CAPABLE OF Z REASONABLE TIME FOR REVIEW AND RETURN PRIOR TO ORDERING. PDF(ELECTRONIC) G. ENERGY METERING SYSTEM COMMISSIONING IS NOT REQUIRED WHERE � SUBMITTALS AREA ACCEPTABLE,IF PAPER COPIES ARE SUBMITTED ASSUME OWNER EITHER THE TENANT SPACES SMALLER THAN 50,000 SQ. FT. WITHIN 4. MOTORS:UNLESS OTHERWISE SPECIFIED,ALL ELECTRIC MOTORS FURNISHED SHALL AUTOMATICALLY ADJUSTING THE DAILY START TIME OF THE HVAC SYSTEM IN ORDER TO Z C .AND A/E WILL RETAIN A TOTAL OF THREE COPIES OF SUBMITTALS. BUILDINGS IF THE TENANT SPACE HAS ITS OWN UTILITY SERVICE AND UTILITY CONFORM WITH THE REQUIREMENTS OF NEMA MG1"MOTORS AND GENERATORS". BRING EACH SPACE TO THE DESIRED OCCUPIED TEMPERATURE IMMEDIATELY PRIOR TO OE- METERS OR BUILDINGS IN WHICH THERE IS NO GROSS CONDITIONED FLOOR PROVIDE MINIMUM MOTOR EFFICIENCIES AS REQUIRED BY THE ENERGY CODE, SCHEDULED OCCUPANCY. U �Qyi • SAFETY MEASURES! PROVIDE A SAFE ENVIRONMENT TO PROTECT EMPLOYEES AND AREA OVER 25,000 SQUARE FEET,INCLUDING BUILDING COMMON AREA,THAT /-�0 Zi 00 ALL OTHERS FROM INJURY. COMPLY WITH LOCAL,STATE AND FEDERAL SAFETY AND IS SERVED BY ITS OWN UTILITY SERVICES AND METERS. 5. INTERCONNECTING WIRING: PROVIDE ANY NECESSARY INTERCONNECTING WIRING SERVICE WATER HEATING: HEALTH REGULATIONS FOR CONSTRUCTION. BETWEEN INDIVIDUAL COMPONENTS AND ACCESSORIES FURNISHED WITH 2. FOR MECHANICAL SYSTEMS THAT DO NOT MEET THE EXCEPTIONS LISTED ABOVE, MECHANICAL EQUIPMENT PACKAGES(UNLESS THAT WIRING IS SPECIFICALLY CALLED 1. HOT WATER AND HOT WATER RETURN PIPING SHALL BE INSULATED WITH NOT LESS N 1+1 PROVIDE COMMISSIONING COMPLIANT WITH SECTION C408 OF THE 2015 WSEC. FOR ON THE ELECTRICAL DRAWINGS).WIRING AND WIRING ACCESSORIES SHALL BE IN THAN 1 INCH OF INSULATION HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 BTU PER CO F F MAN COMMISSIONING TO INCLUDE: ACCORDANCE WITH DIVISION 26 SPECIFICATIONS(AND/OR THE SPECIFICATIONS ON INCH/H•FT2•°F(C404.6).INSULATION TO BE JOHNS MANVILLE MICRO-LOK FIBER GLASS- - THE ELECTRICAL DRAWINGS)AND LOCAL ELECTRICAL CODE, WIRING SHALL BE IN ENGINEERS C C n A. VERIFICATION OF HVAC SYSTEM AIR CONDITIONING AND HEATING FUNCTION. CONDUIT OR RACEWAY.WIRING SHALL BE PROVIDED AT THE EXPENSES OF THE PIPE INSULATION OR EQUAL.HOT WATER PIPING THAT IS PART OF THE FINAL PIPE RUN SUBCONTRACTOR FURNISHING THE EQUIPMENT PACKAGE. TO THE PLUMBING FIXTURE AND IS NOT PART OF THE AUTOMATIC-CIRCULATING'107 1997 Park Lane B. FOR AHU WITH IN-LINE CONDENSER COIL,VERIFICATION OF HVAC SYSTEM WATER RECIRCULATION PATH IS NOT REQUIRED TO MEET THE MINIMUM INSULATION DEHUMIDIFICATION FUNCTION 6. CONDENSATE DRAIN PIPING AND FITTINGS: SEAMLESS TYPE L COPPER WITH 95-5 REQUIREMENTS OF C404.6. O Burlington,WA 9B233 SOLDER. INSULATE CONDENSATE DRAIN PIPING WITH 1/2"INCH THICKARMSTRONG +� C. MOTOR AMPERAGE AND AIRFLOW READING TO BE TAKEN DURING HVAC "ARMAFLEX"OR EQUAL. Q SYSTEM TESTING. 2. CIRCULATING PUMPS CP-1 THROUGH CP-4 SHALL BE EQUIPPED WITH AUTOMATIC TIME Ph 360.707.5656 W SWITCHES OR OTHER CONTROLS TO TURN OFF THE SYSTEM DURING PERIODS OF ' NON-USE(C404,7/8) wWw.coffman.com SPECIFICATIONS w ^ cv DIVISION 23-HEATING VENTILATION AND AIR CONDITIONING p HANGERS AND SUPPORTS FOR HVAC,PIPING AND EQUIPMENT d� HANGERS,BRACKETS,ANCHORS AND MISCELLANEOUS SUPPORTS SHALL BE PROVIDED a d FOR THE INSTALLATION OF ALL PIPING AND HVAC EQUIPMENT. s� • SUPPORTING DEVICES SHALL BE ATTACHED TO CEILING,WALLS AND FLOORS BY BOLTS A co AND FASTENERS. • PIPE HANGERS AND VERTICAL SUPPORT SPACING SHALL BE IN COMPLIANCE WITH THE d P.p 2015 INTERNATIONAL MECHANICAL CODE. r , �c0 • MOUNTS,ANCHORS AND BRACING SHALL MEET 2015 I.B.0 AND I.M.C.SEISMIC CODES v E>. AND MANUFACTURER'S SPECIFICATIONS. U].4 VIBRATION AND SEISMIC CONTROLS FOR HVAC Z THE SEISMIC BRACING AND ANCHORAGE OF DUCTWORK AND EQUIPMENT SHALL BE ccoCONSTRUCTED WITH"GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS W AND PLUMBING PIPING SYSTEMS",PUBLISHED BY SMACNA(MOST RECENT EDITION). a CONTROLS FOR HVAC A.RESPONSIBILITY THE CONTROLS ARE TO BE PROVIDED AS PART OF A COMPLETE HVAC SYSTEM. B. SPECIFICATIONS E" U • ALL CONTROLS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES INCLUDING W THE 2015 VERSIONS OF THE INTERNATIONAL CODES AND WASHINGTON STATE ENERGY [� CODE. • ALL CRITERIA NOT SPECIFIED HEREIN, BUT NECESSARY FOR COMPLETE SYSTEMS U SHALL BE PROVIDED. howai• THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE CONTROLS PER 6 MANUFACTURER'S INSTALLATION INSTRUCTIONS, C.HVAC+CONTROLS • THE PLANS ARE SCHEMATIC BY NATURE AND DO NOT SHOW EVERY ASPECT OF THE COMPONENTS AND CONTROLS OF THE SYSTEMS. THE CONTRACTOR SHALL SUBMIT TO THE OWNER THEIR COMPONENTS AND ENOUGH SPECIFIC INFORMATION TO DEMONSTRATE HOW THE HVAC SYSTEM WILL BE CONTROLLED. of H Cs D.EXECUTION t.IGj , THE MECHANICAL CONTRACTOR SHALL COORDINATE AND PROVIDE INTERFACING BETWEEN THE CONTROLS FURNISHED WITH INDIVIDUAL PIECES OF EQUIPMENT. J! �wu.ai DUCTING SYSTEMS: 10/9/20 1. RIGID DUCTWORK SHALL BE CONSTRUCTED,ERECTED,AND SEALED IN ACCORDANCE WITH THE 2015 INTERNATIONAL MECHANICAL CODE.(603) 2. ALL RIGID HVAC DUCTWORK IS 2.0 INCH W.C.PRESSURE CLASSIFICATION(603.3) I 3. RIGID DUCTWORK SHALL BE GALVANIZED MEETING SMACNA HVAC DUCT N.r CONSTRUCTION STANDARDS-METAL AND FLEXIBLE. 4, FLEXIBLE AIR DUCTWORK SHALL MEET SECTION 603.6 REQUIREMENTS. REFRIGERANT PIPING SYSTEMS m 1. REFRIGERANT PIPING,VALVES AND ACCESSORIES SHALL BE PROVIDED IN COMPLIANCE • 4 WITH MANUFACTURER'S SYSTEM REQUIREMENTS. .N MECHANICAL INSULATION CJ A. GENERAL MANVILLE, O Cat MANUFACTURERS:WITH MANUFACTURER'S OWENS-CORNING,CTIONS.TEED,OR KNAUF. INSTALL Uo IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. l O -- INSULATION THICKNESS: PER WSEC -40 W GG O I B. INSULATION MATERIALS U E- NIT O INDOOR PIPE INSULATION:FIBERGLASS PIPE INSULATION WITH ALL-SERVICE(VAPOR +� BARRIER)JACKET SHALL BE PROVIDED FOR ALL PIPING SYSTEMS,EXCEPT REFRIGERANT PIPING.FITTINGS SHALL BE MITERED SECTIONS OF INSULATION WITH U 4) THE SAME THICKNESS AS ADJACENT PIPE INSULATION WITH FACTORY-PREMOLDED, y ONE-PIECE,UL LISTED(25/50)PVC FITTING COVERS INSTALLATION MUST REFLECT CAREFUL WORKMANSHIP,AND BE NEAT IN APPEARANCE.VAPOR BARRIER SHALL BE ,d ,b U SEALED AT ALL JOINTS ON COLD PIPING, OUTDOOR PIPE INSULATION: INSULATION AND FITTINGS SAME AS SPECIFIED FOR INDOOR PIPE INSULATION.PROVIDE METAL JACKETS OF 0.016"ALUMINUM WITH INTEGRAL VAPOR RETARDER,SELF-SEALING,WATERTIGHT METAL BANDS FOR BUTT JOINTS. SEAL JOINTS WITH ALUMINUM PIGMENTED VAPOR RETARDER MASTIC, FOSTER 60.65,OR APPROVED EQUIVALENT. W E- CQ ��D ROOF DRAIN BODY INSULATION: FLEXIBLE FIBERGLASS BLANKET CONFORMING TO Z Z.4COVE C 553,TYPE I.AND NOMINAL DENSITY NOT LESS THAN 1 LB.PER CUBIC FOOT, w 7-+ COVERED WITH 8-OUNCE CANVAS AND VAPOR RETARDER CEMENT. U E+ REFRIGERANT PIPING INSULATION: 3/4"THICK IMCOA"IMCOLOCK"OR"IMCOSHIELD" 7-.E- INSULATION ON ALL REFRIGERATION GAS PIPING,AND ALL OUTDOOR 0 REFRIGERANT LIQUID PIPING. NOT FOR USE ON OTHER PIPING SYSTEMS. PROVIDE = METAL JACKETS OF 0.016"ALUMINUM ON OUTDOOR INSULATION. W a DUCTAND PLENUM INSULATION: FIBERGLASS,0.75-POUND DENSITY,FLEXIBLE DUCT cn O INSULATION WITH KRAFT VAPOR BARRIER. VAPOR BARRIER SHALL BE SEALED AT ALL a FU JOINTS AND ACCESS DOORS,ETC. IN GENERAL,INSTALLATION MUST REFLECT U CAREFUL WORKMANSHIP,NEAT IN APPEARANCE Z 53O �z x -COFFMAN ENGINEERS 1997 Park Lane b Burlington,WA 98233 .00 0 ph 360.707.5656 a rn www.coffman.com SPECIFICATIONS PLUMBING ACCESSORIES AND EQUIPMENT PLUMBING FIXTURES ,I GENERAL PLUMBING NOTES REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLIES: REDUCED PRESSURE A. PLUMBING FIXTURE ACCESSORIES QI DIVISION 22-PLUMBING TYPE BACK-FLOW PREVENTER;3/4"TO 2"SIZE;BRONZE CONSTRUCTION WITH DOMESTIC WATER AND DRAINAGE ISOLATING BALL VALVES,STRAINER AND AIR GAP DRAIN FITTING. HERSEY MODEL FIXTURE CARRIERS: PROVIDE CAST IRON OR STEEL CARRIERS FOR ALL WALL-HUNG 1. COMPLY WITH THE 2015 UNIFORM PLUMBING CODE,LOCAL CODES AND ORDINANCES& FRPII,WATTS 909 SERIES OR APPROVED EQUIVALENT. PROVIDE CERTIFICATION OF FIXTURES WITH CONCEALED FIXTURE CARRIERS CONSTRUCTED FOR THE THE LOCAL AUTHORITY HAVING JURISDICTION. BACKFLOW PREVENTER BY STATE CERTIFIED SPECIALIST,INCLUDE WITH PARTICULAR FIXTURE,HEAVY DUTY CONSTRUCTION WITH SECURE ANCHORING TO A. PIPING SYSTEMS MAINTENANCE MANUALS, CONCRETE FLOOR.SMITH,WADE,ZURN,OR APPROVED. BACK LUG OF WATER 2. SECURE AND PAY FOR ALL FEES,PERMITS,ETC.,REQUIRED FOR THIS PROJECT. ALL PIPING,VALVES,SOLDER,SEALANTS,PUMPS AND ACCESSORIES THAT ARE PART CLOSET CARRIERS SHALL BE ANCHORED TO FLOOR.WHERE FLOOR CONSTRUCTION PRESSURE REDUCING VALVES:21NCH AND SMALLER,COMPLETE WITH INTEGRAL IS WOOD,CARRIERS SHALL BE DESIGNED TO BE BRACED TO THE WALL FRAMING 3. PLUMBING CONTRACTOR SHALL PROVIDE ALL MATERIAL REQUIRED FOR A COMPLETE OF THE DOMESTIC WATER SYSTEM SHALL COMPLY WITH NSF-81. rya O M STRAINER,PRESSURE GAUGE,AND INTEGRAL THERMAL EXPANSION BY-PASS, FOR ADDED RIGIDITY. V L AND OPERATIONAL INSTALLATION. DOMESTIC WATER PIPING:TYPE L COPPER WATER TUBE,HARD DRAWN,ASTM B 88. BRONZE CONSTRUCTION WITH STAINLESS STEEL STRAINER, WATTS NO,U5B OR Tn 0ko WROUGHT COPPER SOLDER FITTINGS AND SCREWED ADAPTERS,ANSI S16.22.J. EQUIVALENT, DRAINS AND TRAPS: PROVIDE GRID STRAINER DRAINS FOR ALL LAVATORIES UNLESS p�to 4. PLUMBING CONTRACTOR SHALL GUARANTEE THE COMPLETE PLUMBING SYSTEM TO BE SOLDER;95 PERCENT TIN,5 PERCENT ANTIMONY SOLDER,ASTM B 32,95TA.PEX INDICATED OTHERWISE.PROVIDE BASKET STRAINER DRAINS FOR ALL SINKS UNLESS FREE OF DEFECTS IN WORKMANSHIP&MATERIAL FOR A PERIOD OF 12 MONTHS FROM INDICATED OTHERWISE.PROVIDE TRAPS AND TAILPIECES AT ALL FIXTURES UNLESS C UPONOR OR EQUAL ON 1"R/OR SMALLER AS APPROVED ALTERNATE. WATER HAMMER ARRESTORS:COPPER TUBE WITH PISTON PER ABBE 1010.SIOUX r, A cq cq THE DATE OF FINAL ACCEPTANCE BY THE OWNER. TRAP IS INTEGRAL WITH FIXTURE. W p: 5. DO NOT SCALE DRAWINGS.INSTALL SYSTEMS BASED ON ACTUAL FIELD MEASUREMENTS. SMALL VALVES:BALL VALVES FED.SPEC.W W-V-35,250-PSIG BRONZE OR BRASS CHIEF MANUFACTURING OR EQUAL. BODY,BALL AND STEM,SOLDER ENDS OR SCREWED,TEFLON SEAT AND SEAL.CHECK STOPS:PROVIDE CHROME STOPS AT EACH WATER CONNECTION TO EACH FIXTURE, VALVES AND OTHER VALVES SHALL BE OF EQUAL QUALITY AND SAME EXCEPT WHERE A FAUCET OR CONTROL HAS INTEGRAL STOPS,STOPS SHALL BE A 8. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF WALLS,FLOORS,AND MANUFACTURER OF BALL VALVES,AND SHALL HAVE NOT LESS THAN 125-PSIG TRAP PRIMERS: LOOSE KEY PATTERN WITH SHIELD;CHICAGO,BRIDGEPORT BRASS,BRASS CRAFT r m CEILINGS. RATING.GATE VALVES(ALLOWED ONLY WHERE INDICATED)MSS SP80,125-PSIG �,/ M (SPEEDWAY),TELEDYNE,OR EQUIVALENT. 7. HANDICAP FIXTURES:PLUMBING FIXTURES AND TRIM IN HANDICAP ACCESSIBLE AREAS BRONZE,SCREWED OR SOLDER END,UNION BONNET,RISING STEM,SOLID BRONZE MECHANICAL TRAP PRIMERS-INTERMITTENT WATER FLOW TYPE:TPV-X: �ra DISC. ADJUSTABLE-TYPE AUTOMATIC TRAP SEAL PRIMER VALVE.CAST BRONZE BODY,1/2" O SHALL COMPLY WITH ALL ADA STANDARDS AND REQUIREMENTS AS WELL AS STATE AND CAULKING: PROVIDE SILICONE SEALER BETWEEN THE TOP AND THE SIDES OF /( COPPER SWEAT CONNECTIONS OR UNION CONNECTIONS. MANUFACTURER:JOSAM PLUMBING FIXTURES AND ADJACENT WALL SURFACES;GENERAL ELECTRIC NO. LOCAL CODES SHUT-OFF VALVES AND LARGER: BUTTERFLY TYPE,FULL LUG,DUCTILE IRON 88250,WADE FIG.W2400,SMITH FIG.2699 OR MIFAB MI-TSP-2. SCS/202.APPLY PER MANUFACTURER'S RECOMMENDATIONS TO FORM A SMOOTH, BODY,400 SERIES STAIN LESS STEEL STEM,ALUMINUM BRONZE DISC,EPDM LINER F--1 8. COORDINATE EXACT LOCATION OF UTILITY SERVICES WITH THE LOCAL UTILITY UNOBTRUSIVE JOINT.AND SEALS,UPPER AND LOWER STEM BEARING,BLOWOUT PROOF STEM,EXTENDED M SUPPLIERS AND CIVIL SITE CONTRACTOR. NECK FOR MINIMUM 2"INSULATION,MANUFACTURER RECOMMENDED FOR DRAINAGE-TYPE:TRAP-SEAL PRIMER DEVICE TPV-X:ASSE 1044,LAVATORY P-TRAP W BI-DIRECTIONAL DEAD END SERVICE AT FULL RATED PRESSURE WITHOUT A WITH 3/8 MINIMUM TRAP MAKEUP CONNECTION,1-1/4 TRAP SIZE MINIMUM,CHROME EXPOSED PLUMBING: IN GENERAL,ALL PIPING SHALL BE CONCEALED UNLESS 9. FIELD VERIFY ALL EXISTING CONDITIONS&LOCATION OF STUB-INS PRIOR TO DOWNSTREAM FLANGE SIZES 21/2"THROUGH 4"SHALL BE LEVER OPERATED AND PLATED CAST BRASS.ZURN Z1021-WL:JAY R.SMITH 2698-CAN OR MIFAB MI-750. INDICATED OTHERWISE.ANY PIPING THAT MUST BE EXPOSED WITHIN CABINETS OR , - INSTALLATION. OTHERWISE,DUE TO CONNECTIONS REQUIRED FOR FIXTURES AND EQUIPMENT, 200 PSI CWP;6"THROUGH 12"SHALL BE GEAR OPERATED AND 200 PSI CWP;14"AND SHALL BE PAINTED SILVER.ALL EXPOSED ITEMS,INCLUDING STOPS,TRAPS,ETC., 10, IF THERE IS NOT SUFFICIENT CLEARANCE BETWEEN THE BOTTOM OF THE FLOOR SLAB LARGER SHALL BE GEAR OPERATED AND 150 PSI CWP. VACUUM BREAKER TYPE:TRAP-SEAL PRIMER DEVICE TPV•X:FLUSH VALVE TYPE WITH SHALL BE CHROME PLATED. AND THE TOP OF THE FOOTINGS/FOUNDATIONS TO INSTALL THE TRAPS,MOVE TRAP 3/8 MINIMUM TRAP MAKEUP CONNECTION,WATER DEFLECTOR,VACUUM BREAKER, BEYOND EDGE OF FOOTINGS/FOUNDATIONS TO ALLOW FOR PIPE INSTALLATION.NOTIFY CHECK VALVES IN COPPER TUBING: BRONZE BODY AND DISC,SOLDERED JOINT END CHROME PLATED CAST BRASS.SLOAN VBF-72-A2,PRECISION PLUMBING PRODUCTS B. PLUMBING FIXTURES ENGINEERS OF PROPOSED CHANGES PRIORTO TAKING ACTION. CONNECTIONS,HORIZONTAL SWING CHECK,SCREWED CAP,126 WSP,200 WOG. FVP-1VP. [� GENERAL: PROVIDE THE PLUMBING FIXTURES AS INDICATED ON THE DRAWINGS. G 11. SANITARY PIPING TWO INCHES(2")AND BELOW SHALL BE PITCHED AT A MINIMUM OF ROOF DRAINS:SMITH 1010 DUCO CAST IRON BODY,FLASHING CLAMP AND GRAVEL W ONE-QUARTER INCH(1/4")PER FOOT AND PIPING FOUR INCHES(4")AND ABOVE SHALL BE RECIRCULATION LOOP BALANCING VALVE:B&G RS-112S STOP,POLYETHYLENE DOME. PROVIDE COLLAR TYPE 2"HIGH WATER DAM FOR PROVIDE THE MANUFACTURER AND MODEL NUMBERS AS INDICATED;HOWEVER, F CONTRACTOR SHALL VERIFY MODEL NUMBERS ER FIXTURES,FLUSH VALVES, PITCHED AT A MINIMUM OF ONE-EIGHTH(118")PER FOOT. i--� PRESSURE RELIEF VALVE:WATTS OR EQUAL OVERFLOW ROOF DRAINS. FAUCETS,ETC.,FIT TOGETHER PROPERLY.ALTERNATE MANUFACTURERS WILL BE xi 12. COORDINATE STUB-UPS WITH GENERAL CONTRACTOR'S CONCRETE SLAB INSTALLATION. CONSIDERED;HOWEVER,A/E FINAL APPROVAL OF EQUALITY OF ALTERNATE U PROVIDE MEANS TO CONNECT TO ABOVE GROUND PIPING&INSTALLATION OF DRAINS. FLOOR CLEANOUTS: FLOOR CLEANOUTS SHALL HAVE CAST IRON BODY AND FRAME MANUFACTURER MODELS IS REQUIRED,ACCEPTABLE ALTERNATE FIXTURE a AIR ELIMINATORS:TACO HYVENT OR EQUAL WITH SQUARE ADJUSTABLE SCORIATED SECURED NICKEL BRONZE TOP. UNIT SHALL MANUFACTURERS INCLUDE KOHLER,AMERICAN STANDARD,ELDER,ELKAY,JUST,OR e 13. PRESSURE TEST PIPING PRIOR TO COVERING AND SUBMIT TEST REPORT TO THE BE VERTICALLY ADJUSTABLE FOR A MINIMUM OF 2".WHEN A WATERPROOF AS INDICATED OR PRIOR APPROVED OTHERWISE,ALTERNATE MANUFACTURERS ENGINEER. HOSE BIBBS: BRONZE BODY AND REPLACEABLE SEAT WITH NPS%THREADED OR MEMBRANE IS USED IN THE FLOOR SYSTEM,PROVIDE CLAMPING COLLARS ON THE WITH PRIOR APPROVAL ARE STILL RESPONSIBLE FOR MEETING OR EXCEEDING THE SOLDER-JOINT INLET AND GARDEN HOSE THREADED OUTLET,ASME 81.20.7. CLEANOUTS.CLEANOUTS SHALL CONSIST OF"Y"FITTINGS AND 1/8 BENDS WITH QUALITY AND FEATURES OF THE SPECIFIED ITEMS. 14. DO NOT COVER PIPING UNTIL APPROVED BY THE ENGINEER OR HIS AUTHORIZED PRESSURE RATED AT 125 PSIG WITH NONREMOVABLE INTEGRAL VACUUM BREAKER BRASS OR BRONZE SCREW PLUGS. CLEANOUTS IN RESILIENT TILE FLOORS,QUARRY REPRESENTATIVE AND THE LOCAL PLUMBING INSPECTOR. COMPLYING WITH ABBE 1011. PROVIDE WHEEL HANDLE OR KEY AND FINISH TILE AND CERAMIC TILE FLOORS SHALL BE PROVIDED WITH SQUARE TOP COVERS APPROPRIATE FOR AREA INSTALLED.WOODFORD MODEL 24 OR EQUAL. RECESSED FOR TILE INSERTION. IN CARPETED AREAS,PROVIDE CARPET CLEANOUT NATURAL-GAS PIPING `p$ 13Bn, 15. REFER TO CIVIL DRAINGS FOR SITE UTILITIES.COORDINATE TIE-IN LOCATIONS AND MARKERS. _eq of•Aee,CS INVERT ELEVATIONS WITH THE SITE UTILITY CONTRACTOR. A.A PIPING WALL HYDRANTS:CONCEALED WITH COVER,BRONZE BODY AND REPLACEABLE SEAT 16. INSTALL WATER PIPING BEYOND BUILDING LIMITS ATA MINIMUM OF TWELVE INCHES(12") WITH NPS%THREADED OR SOLDER-JOINT INLET AND GARDEN HOSE THREADED GREASE INTERCEPTOR:CAST IRON OR STEEL BODY WITH CORROSION-RESISTANT • ALL MAIN EXPOSED GAS PIPES SHALL BE SCHEDULE 40 STEEL PIPES.RUNOUTS CAN BE NO LONGER THAN 4'CORRUGATED STAINLESS STEEL TUBING WARDFLEX BELOW THE FROST DEPTH,BUT NOT LESS THAN 30"BELOW FINISH GRADE. OUTLET,ASME B1.20.7. PRESSURE RATED AT 125 PSIG WITH NONREMOVABLE ENAMEL INTERIOR LINING AND EXTERNAL COATING WITH FLOW-CONTROL FITTING, CSST OR SIMILAR) ( J! INTEGRAL VACUUM BREAKER COMPLYING WITH ABBE 1011.PROVIDE LOOSE KEY AND FOR INTERCEPTING FATS,OILS OR GREASE FROM FOOD PREPARATION OR PROCESS B.GAS PIPING SPECIALTIES 17. PROVIDE WATER HAMMER ARRESTORS(SHOCK ABSORBERS)AT ALL PIPE LOCATIONS FINISH APPROPRIATE FOR AREA INSTALLED.WOODFORD MODEL 74 OR EQUAL. WASTEWATER.PROVIDE EITHER ABOVE-FLOOR OR RECESSED FOR WHERE VALVE CLOSURES(SUCH AS FLUSH VALVES)MAY CAUSE WATER HAMMER OR FLUSH-WITH-FLOOR INSTALLATION AS REQUIRED.ASME STANDARD Al 12,14.3.JR • GAS PRESSURE REGULATOR: PROVIDE FOR EACH PIECE OF EQUIPMENT AS RESULT IN EXCESSIVE PIPE VIBRATION OR MOVEMENT. PRESSURE GAGES:LIQUID-FILLED,4-1/2-INCH DIAMETER BRONZE CASE,BOURBON SMITH OR EQUAL. REQUIRED. 10/B/20 C.EXECUTION 18. CLEANOUTS:PLUMBING CLEANOUT LOCATIONS ARE NOTALWAYS ESTABLISHED ON THE TUBE PRESSURE ELEMENT,WITH MECHANICAL LINKAGE TO POINTER WITH GRADE A • GAS PRESSURE REGULATORS SHALL BE EASILY ACCESSIBLE.SUPPLY ACCESS PLUS OR MINUS 1 PERCENT OF MIDDLE HALF SCALE ACCURACY.VACUUM-PRESSURE DOWNSPOUT NOZZLES: BRONZE BODY WITH WALL FLANGE AND EITHER CAST PLUMBING PLANS IN ORDER TO GIVE THE PLUMBER FLEXIBILITY TO LOCATE PLUMBING HATCHES WHERE REQUIRED FOR ACCESS AND CODE. RANGE-30-INCH HG VACUUM TO 15 PSIG PRESSURE. PRESSURE RANGE-TWO TIMES BRONZE,POLISHED BRONZE OR NICKEL BRONZE FINISH AS NEEDED.JR SMITH FIG. CLEANOUTS IN THE MOST ACCESSIBLE AREAS.ASAMINIMUM,PROVIDE CLEANOUTS AS • PIPING SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING THE SPACING REQUIRED BY THE UNIFORM PLUMBING CODE.CLEANOUTS THAT MUST BE INSTALLED IN - OPERATING PRESSURE,PSIG OR INCHES MERCURY VACUUM/APPLICATION.TRERICE 1770 OR EQUAL. SPECIFIED IN TABLE 415.1 OF THE 2015 INTERNATIONAL FUEL GAS CODE. PIPES THAT ARE DIFFICULT TO ACCESS SHALL BE EITHER WALL OR FLOOR CLEANOUTS OR EQUAL. • EACH APPLIANCE SHALL BE PROVIDED WITH A SHUTOFF VALVE IN ACCORDANCE 1 SERVICED FROM THE FLOOR ABOVE.FLOOR CLEANOUTS SHALL BE LOCATED SO AS TO STRAINERS:2-1/2 INCHES AND SMALLER,BRONZE,Y-PATTERN,THREADED ENDS, WITH SECTIONS 409.5 OF THE 2015 INTERNATIONAL FUEL GAS CODE. BE SERVICED FROM CORRIDORS,TOILET OR JANITOR ROOMS WHEREVER POSSIBLE. TEST PLUGS: CORROSION-RESISTANT BRASS OR STAINLESS-STEEL BODY WITH CORE 20-MESH STAINLESS STEEL SCREEN,250 PSI AT 210 F. INSERTS AND GASKETED AND THREADED CAP,WITH EXTENDED STEM BEYOND 19, TRAP PRIMER LINE TO EACH FLOOR DRAIN(FD)&FUNNEL DRAIN SHALL BE ONE-HALF INSULATION FOR UNITS TO BE INSTALLED IN INSULATED PIPING. MINIMUM PRESSURE FLOOR DRAINS:SMITH 2O05,DOUBLE DRAINAGE,ADJUSTABLE STRAINER HEAD INCH(1/2")IN SIZE, AND TEMPERATURE RATING: 500 PSIG AT 200 DEG F.CORE INSERTS:ONE OR TWO FLOOR DRAIN,DUCO COATED CAST IRON BODY,FLASHING COLLAR,NICKEL BRONZE SELF-SEALING NEOPRENE VALVES WITH GASKETED ORIFICE,SUITABLE FOR STRAINER WITH 1/4"HOLES. PROVIDE SQUARE STRAINER IN AREAS WITH TILE - 20. DRAINAGE PIPING SHALL BE PROTECTED FROM CONCRETE USING 10 MIL PLUMBERS INSERTING A 1/8"00 PROBE ASSEMBLY. INSERT MATERIAL FOR AIR,WATER,OIL,OR FLOORS AND ROUND STRAINERS IN OTHER LOCATIONS. WHERE FUNNEL DRAINS ARE - TAPE. GAS SERVICE AT 20 TO 200 DEG F SHALL BE OR. INSERT MATERIAL FOR AIR OR INDICATED,ADD SMITH 3590 ROUGH BRONZE FUNNEL. REMOVE STRAINER WITHIN 21. FUNNEL DRAINS LOCATED IN MANUFACTURING AREAS SHALL BE INSTALLED WITH FUNNEL WATER SERVICE AT MINUS 30 TO PLUS 275 DEG F SHALL BE EPDM.TRERICE OR FUNNEL,AS REQUIRED,TO ELIMINATE SPLASHING. OPENINGS MOUNTED A MINIMUM OF SIX(8")INCHES ABOVE FINISH FLOOa EQUAL. ESCUTCHEONS FOR PLUMBING PIPES: INSTALL CHROME PLATED ESCUTCHEONS 4J WHERE EXPOSED PIPING PASSES THROUGH FLOORS,CEILINGS AND WALLS.PLATES "-I 22. SUPPORT HORIZONTAL LINES OF COPPER TUBING WITH HANGERS SPACED NOT MORE THERMOMETERS:ADJUSTABLE ANGLE,DIRECT-MOUNTING,BIMETALLIC-ACTUATED PROVIDED FOR PIPES PASSING THROUGH SLEEVES THAT EXTEND ABOVE THE FLOOR U THAN 6 FEET,CENTER TO CENTER FOR ALL PIPE SIZES.ALL PIPES SHALL BE SUPPORTED DIAL WITH HIGHLY POLISHED,HERMETICALLY SEALED,STAINLESS STEEL,FIVE-INCH SURFACE SHALL BE DEEP AND RECESSED TO CONCEAL PIPE SLEEVES. AT ELBOWS,BRANCHES AND RISERS. DIAMETER CASE.ACCURACY SHALL BE PLUS OR MINUS ONE SCALE DIVISION TO 23. SUPPORT HORIZONTAL CAST IRON SOIL PIPE WITH HANGER,OR PIER,TWO FOR EACH 5 MAXIMUM OF 1.5 PERCENT OF RANGE, SCALE SHALL BE DEGREES FAHRENHEIT IN THE FOLLOWING GENERAL RANGES:(TRERICE OR EQUAL) METERS:WATER SUBMETERS:3l4"VERSAMAG POLYMER 5834-C OR EQUAL FOOT PIPE LENGTH.LOCATE SUPPORT CLOSE TO JOINTS EXCEPT,PIPE EXCEEDING 5 O FEET IN LENGTH SHALL BE SUPPORTED AT NO MORE THAN 5 FOOT INTERVALS, EQUIPMENT,GENERAL: PROVIDE ALL EQUIPMENT CONSISTENT WITH THE CAPACITY, cq lC0 SUPPORTS SHALL BE LOCATED ON BOTH SIDES OF ALL JOINTS AND WITHIN 6"OF THE SERVICE RANGE MANUFACTURER,MODEL NUMBER,AND ACCESSORIES AS SPECIFIED OR INDICATED JOINT. • DOMESTIC HOT WATER:0-250 ON THE DRAWING SCHEDULES AND NOTES. EQUIPMENT SUPPLIERS SHALL VERIFY • DOMESTIC COLD WATER:30.130 THAT MODEL NUMBERS ARE CONSISTENT WITH CAPACITY,FEATURES,AND O W W O 24. PIPING IN FINISHED AREAS SHALL BE CONCEALED. NON-POTABLE HOT WATER:0-250 ACCESSORIES CALLED FOR AND IDENTIFY ANY CONFLICTS PRIOR TO SUBMITTING E-I IN 25. ALL PLUMBING PIPING SHALL BE FIRE STOPPED AT PENETRATIONS THROUGH FIRE RATED • NON-POTABLE COLD WATER:30-130 QUOTATIONS TO CONTRACTORS.ALL EQUIPMENT WITH ELECTRICAL COMPONENTS Q� SHALL HAVE UL LISTING AS REQUIRED BY THE ELECTRICAL INSPECTOR.ALTERNATE FLOORS AND WALLS. MANUFACTURERS WILL BE CONSIDERED;HOWEVER,A/E FINAL APPROVAL OF VENT CAPS:FOUR POUND SHEET LEAD FLASHING AND COUNTER-FLASHING NOT LESS EQUALITY OF ALTERNATE MANUFACTURER MODELS IS REQUIRED.ACCEPTABLE 26. ISOLATION OR SERVICE SHUT-OFF VALVES SHALL BE INSTALLED ON ALL PIPING TO ALL THAN 16"SQUARE. COUNTERFLASHING SHALL TURN DOWN INSIDE THE VENT NO LESS ALTERNATE MANUFACTURERS INCLUDE BELL AND GOSSETT,AMTROL,TACO,AO b ^� U EQUIPMENT. SMITH,STATE,OR AS INDICATED OR PRIOR-APPROVED OTHERWISE,ALTERNATE C) THAN 1". MANUFACTURERS WITH PRIOR APPROVAL ARE STILL RESPONSIBLE FOR MEETING OR 27. PROVIDE HEAT TRAPS ON SUPPLY AND DISCHARGE PIPING FOR ALL POINT-OF-USE EXCEEDING THE QUALITY AND FEATURES OF THE SPECIFIED ITEMS. It IV &4 WATER HEATERS PER CURRENT WSEC C404.4. VACUUM BREAKERS:(WHERE REQUIRED,LOCATED BY CONTRACTOR) 'TJ 'C U 1. ANTI-SIPHON: BRASS BODY AND INTERNAL TRIM WATTS NO,LF288A OR EQUAL. 28. PRESSURE RELIEF VALVES SHALL BE INSTALLED AT POINTS REQUIRED BY CODE AND 2. ANTI-SIPHON PRESSURE TYPE:WATTS 800 SERIES OR EQUAL, WHERE REQUIRED FOR PROTECTION OF EQUIPMENT AND PIPING. 29. ISOLATION VALVES SHALL BE EASILY ACCESSIBLE.SUPPLY ACCESS HATCHES WHERE REQUIRED. PIPING EXPANSION JOINTS: M 30. INSTALL AIR ELIMINATORS AT HIGH POINTS IN THE PLUMBING SYSTEM WHERE NO w P N FIXTURE IS AVAILABLE TO VENT TRAPPED AIR IN THE CW,HW,OR HW R PIPE SYSTEMS. E"'I co TACO HYVENT OR EQUAL.PROVIDE DROP PAN UNDER EACH. FLEXIBLE-HOSE EXPANSION JOINTS FOR COPPER PIPING: COPPER-ALLOY FITTINGS Z Z WITH SOLDER-JOINT END CONNECTIONS. O 31. UNIONS:INSTALL AT POINTS NECESSARY TO DISCONNECT PIPING FOR REPAIRS AND NPS 2 AND SMALLER: BRONZE HOSES AND SINGLE-BRAID BRONZE SHEATHS WITH 450 � �Or-• MAINTENANCE.INSTALL VALVES AND UNIONS AT CONNECTIONS TO TANKS AND PSIG AT 70 DEG F AND 340 PSIG AT 450 DEG F RATINGS. tr E■ EQUIPMENT.MAKE CONNECTIONS BETWEEN PIPES OF DISSIMILAR METALS WITH NPS 2.1/2 TO NPS 4: STAINLESS-STEEL HOSES AND SINGLE-BRAID,STAINLESS-STEEL E. INSULATING UNIONS. SHEATHS WITH 300 PSIG AT 70 DEG F AND 225 PSIG AT 450 DEG F RATINGS. 32. NIPPLES:CLOSE NIPPLES ARE NOT PERMITTED.FOR SHORT PIPE CONNECTIONS USE FLEXIBLE-HOSE EXPANSION JOINTS FOR STEEL PIPING: CARBON-STEEL FITTINGS E-5 STANDARD SHORT NIPPLES OR BUSHINGS SO THAT DISASSEMBLY EASILY OCCUR. WITH THREADED END CONNECTIONS FOR NPS 2 AND SMALLER AND FLANGED OR CL 33. ALL PLUMBING FIXTURES SHALL BE TRAPPED AND VENTED PER 2015 UPC, WELD END CONNECTIONS FOR NPS 2.1/2 AND LARGER. W NPS 2 AND SMALLER: STAINLESS-STEEL HOSES AND SINGLE-BRAID,STAINLESS-STEEL 34. GROUP ADJACENT VENTS AS ALLOWED BY CODE IN CEILING SPACE TO MINIMIZE ROOF SHEATHS WITH 450 PSIG AT 70 DEG F AND 325 PSIG AT 500 DEG F RATINGS, PENETRATIONS. NPS 2.1/2 TO NPS 6: STAINLESS-STEEL HOSES AND SINGLE-BRAID,STAINLESS-STEEL 555 Z SHEATHS WITH 200 PSIG AT 70 DEG F AND 145 PSIG AT 600 DEG F RATINGS. O 35. COMMISSIONING:HOT WATER SUPPLY SYSTEM SHALL BE COMMISSIONED IN ACCORDANCE WITH C408A IN CURRENT WSEC. NPS 8 TO NPS 12: STAINLESS-STEEL HOSES AND SINGLE-BRAID,STAINLESS-STEEL rr.�� 00 SHEATHS WITH 125 PSIG AT 70 DEG F AND 90 PSIG AT 800 DEG F RATINGS. METRAFLEX OR EQUAL. ..a t y ROOF DRAIN,WASTE AND VENT PIPING:ASTM A74 STANDARD WEIGHT HUBLESS CAST IRON PIPE,CISPI 301. COUPLINGS;NEOPRENE SLEEVE GASKET,STAINLESS STEEL SHIELD AND BANDS, FITTINGS SHALL BE STANDARD WEIGHT CAST IRON SOIL PIPE -CO F F MAN FITTINGS,ANSI Al 12.5.1 AND ASTM A74, HUBLESS CAST IRON FITTINGS,CISPI 301. ALTERNATIVE WASTE AND VENT PIPING:AT CONTRACTOR'S OPTION TO BE VERIFIED ENGINEERS WITH OWNER,POLYVINYL CHLORIDE(PVC),ASTM D 2865.OR 1997 Park Lane ,y ACRYLONITRILE-BUTADIENE-STYRENE(ABS),ASTM D 2661 PIPE AND FITTINGS MAY BE �I V' SUBSTITUTED FOR CAST IRON WASTE AND VENT PIPING, IF PLASTIC PIPE IS Burlington,WA 98233 SUBSTITUTED,CONTRACTOR SHALL PROVIDE ALL NECESSARY ADAPTERS TO Q ACCOMMODATE SPECIFIED PIPING SPECIALTIES,ACCESSORIES,FIXTURE SUPPORTS, 0-H AND DRAINS. ph 360.707.5656 www.coffman.com VARIABLE REFRIGERANT VOLUME-INDOOR UNIT SCHEDULE ELECTRIC HEATER SCHEDULE COOLING CAPACITY HEATING CAPACITY ELECTRICAL DIMENSIONS WEIGHT AREA ELECTRICAL CONTROL BASIS OF DESIGN REMARKS TAG ENTERING AIR ENTERING POWER SUPPLY WXHxD Net REMARKS TAG QTY TOTAL SENSIBLE TOTAL AIR MCA MOP SERVED VOLTS/PH WATTS H"') (BTUIh) (BTUIh) (°F Dal (°F WB) (BTU/h) (°Fdb) (V-PH) (IN) (LBS) EH-MR SEE PLANS MAINTENANCE 208 1750 THERMOSTAT KING PAW-2022 1,2,3,4 O .-I NOTES: kFCU-3 17,041 14,618 78.8 65.5 20,746 68.0 208-230V 1ph 1,6 15.0 39.4 x 11.8 x 27.6 79.4 12.3.5 1.T-STATS TO BE BASIC KNOB-STYLE THERMOSTAT KING MODEL K101 OR EQUAL. rFw. 36,000 28,800 78.8 65.5 40,000 68.0 208-230V 1ph 2.9 15.0 55.1 x 11.8 x 27.6 102.1 1,2,3,5 36,000 28,800 78.8 65.5 40,000 68.0 208-230V 1ph 2.9 15.0 55.1 x 11.8 x 27.6 102.1 1,2,3,5 2•T-STATS MOUNTED REMOTE FROM HEATER ON WALL PER PLANS. �0- 17.048 12,419 78.8 65.5 20,814 68.0 208-230V 1Dh 0.6 15.0 22.6 x 10.2 x 22.6 41.9 1,2,3,4,5 3.PROVIDE WITH MOUNTING BRACKET11,372 9.106 78.8 65.5 13,990 68.0 208-230V 1Dh 1.4 15.0 27.6 x 11.8 x 27.6 61.7 1.2,3,5 4.SERVICE DISCONNECT BY ELECTRICAL CONTRACTOR7,110 6,042 78.8 65.5 8,803 68.0 208-230V 1ph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1,2,3,5 ol 22,716 17,674 78.8 65.5 28,014 68.0 208-230V,ph 1.8 15.0 39.4 x 11.8 x 27.6 79.4 1,2,3,5 M FCU-7 8,993 7,307 78.8 65.5 10,885 68.0 208-230V 1ph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1,2,3,5 FCU-8 51,124 37,836 78.8 65.5 62,203 68.0 208-230V 1ph 3.4 15 55.1 x 11.8 x 27.6 103.6 1,2,3,5 DIFFUSER AND GRILLE SCHEDULE M FCU-9 7,110 1 6,042 78.8 65.5 8,803 68.0 208-230Y 1ph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1,2,3,5 F FCU-10 22,716 17,674 78.8 65.5 28,014 68.0 208-230V iph 1.8 1 15.0 39.4 x 11.8 x 27.6 79A 1,2,3,5 O v 208-230V 1 h TAG TYPE BASIS OF DESIGN REMARKS FCU-11 11,372 9,106 78.8 65.5 13,990 66.0 P 1.4 15.0 27.6 x 11.8 z 27.6 61.7 1,2,3,5 FCU-12 22,716 17,674 78.8 65.5 28,014 68.0 208-230V iph 1.8 15.0 39.4 x 11.8 x 27.6 79A 1,2,3,5 I-7 S-1 SUPPLY DIFFUSER PRICE SCDA HARD-LID CEILING MOUNT FCU-13 7,161 5,444 78.8 65.5 8,872 68.0 208-230V iph 0.3 15.0 22.6 x 10.2 x 22.6 35.3 1,2,3,4,5 FCU-14 17,041 14,618 78.8 65.5 20,746 68.0 208-230V 1ph 1.6 15.0 39.4 z 11.8 x 27.6 79A 1,2,3,5 S-2 W M SUPPLY DIFFUSER PRICE 810 DUCT OR WALL MOUNT FCU-15 17,041 14,618 78.8 65.5 20,746 68.0 208-230V iph 1.6 15.0 39.4 x 11.8 x 27.6 79.4 1,2,3,5 V FCU-16 7,110 6,042 78.8 65.5 8,803 68.0 208-230V 1ph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1,2,3,5 FCU-17 1 7,110 1 6,042 78.8 65.5 8,803 68.0 208-230V 1ph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1,2,3,5 R-1 RETURN GRILLE PRICE PDR H4RD-UD CEILING MOUNT FCU-18 7,110 6,042 1 78.8 65.5 8,803 68.0 208-230V 1Dh 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1,2,3,5 FCU-19 7,110 6,042 78.8 65.5 8,803 68.0 208-230V tph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1,2,3,5 R-2 RETURN GRILLE PRICE 80 DUCT OR WALL MOUNT F FCU-20 7,110 6,042 78.8 65.5 8,803 68.0 208-230V iph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1,2,3,5 U FCU-21 7,110 6,042 78.8 65.5 8,803 68.0 208-230V tph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1,2,3,5 W FCU-22 7,110 6,042 78.8 65.5 8,803 68.0 208-230V iph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1.2.3.5 BRANCH DUCT SIZING: FCU-23 7,110 6,042 78.8 65.5 8,803 68.0 208-230V 1ph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 L 1,2,3,5 CONNECTION SIZE: BRANCH DUCT SIZE: CFM RANGE: FCU-24 7,110 6,042 78.8 65.5 8,803 68.0 208-230V iph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1,2,3,5 4x4 4' 0-30 (3r' FCU-25 7,110 6,042 78.8 65.5 8,803 68.0 208-230V 1ph 0.6 15.0 21.7 x 11.8 x 27.6 55.1 1.2.3.5 6x6 6' 30-BO FCU-26 7,110 6,042 78.6 65.5 8,803 68.0 208-230V 1Dh 0.6 15.0 21.7 x 11.8 x 27.6 1 55.1 1,2,3,5 FCU-27 7,110 6,042 1 78.8 65.5 8,803 1 68.0 1 208-230V 1ph 0.6 15.0 190-3 21.7 x 11.8 x 27.6 55.1 1,2,3,5 BOita 8' 0 10z10 10' 190-360 NOTES: 1202 12' 360-580 10/15/2 VARIABLE REFRIGERANT VOLUME-AIR-COOLED CONDENSING UNIT SCHEDULE 0 COOLING CAPACITY HEATING CAPACITY REFRIGERANT CHARGE ELECTRICAL DIMENSIONS EFFICIENCY(NonDucted/Ducted) j1 \ TAG: BASIS OF NOMINAL CONNECTION RATIO Options and ti o DESIGN DESCRIPTION AMBIENT MAX Accessories 1 ROOM TONNAGE BTU/ AMBIENT DESIGN(°F gTU/h DESIGN Factory Charge Add'I Refrigerant Ibs) N VOLTAGE- MIN CIRCUIT OVERCURRENT (WXHXD) WEIGHT EER LEER COP 47 COP17 SCHE uD (DAIKIN) DB) °F DB/N (Ibs) ( PHASE AMPS(MCA) PROTECTION MOP (inch) (Ibs) 'z CU-1 REYQ264XAYDA 22 Air cooled heat recove 2 246,000 84.2 276�000 25.8+25.8 n o 116.3 P z x x x n o n o BHFP26PI000 1 O CU-3 REYQ96XAYDA 6 it cooled ea recovery 92,000 84.2 103,000 25.8 n o 108.8 D 21,1 25 48.9 x 66.7 x 30.2 750 n c n o BHFP26P1000 1 V�] 02 w a NOTES: ti MAUFACTURER MUST BE CERTIFIED,LISTED,AND LABELED PER AHRI 1230. U CONDENSING UNITS MUST HAVE FULLY MODULATING INVERTER COMPRESSORS. FCU THERMOSTATS MUST PROVIDE+/- 1 DEGREE DEAD-BAND SET-POINT AND CONTROL CAPABILITY. PROVIDE I-TOUCH MANAGER CONTROLLER. SUBSTITUTE MANUFACTURER SHALL BE RESPONSIBLE FOR ADDITIONAL PIPING AND REFRIGERANT, O C\2 CONTRACTOR TO VERIFY PIPE DIMENSIONS. CONTRACTOR TO FURNISH AND INSTALL INSULATION ON REFRIGERANT PIPING, 0 MANUFACTURER MUST PROVIDE 10 YEARS PARTS WARRANTY ON ALL CONDENSING UNITS AND PARTS. I PROVIDE PROTECTIVE COIL COATING TO WITHSTAND ASTM B117 SALT SPRAY TEST FOR A MINIMUM OF 1000 HOURS. I U GAG C O VARIABLE REFRIGERANT VOLUME-ZONE HEAT RECOVERY DEVICE SCHEDULE FAN SCHEDULE J�00- CFMFAN MOTOR DRIVE WEIGHT REMARKS +� Ld UTAG ON LOCATION AREA SERVED TYPE FILTER BASIS OF DESIGN ESP HP VOLTS PH LBS TAG: BASIS OF VOLTAGE- MIN CIRCUIT MAX OVERCURRENT MAX CAPACITY(per DIMENSIONS(W%HxD WEIGHT Options and FN-ER i CE)UNG ELECTRICAL ROOM 200 0.25 0.09 115gi DIRECT -- PANASONIC FV-30VQ3 20 2.3 ROOM DESIGN PHASE AMPS(MCA) PROTECTION(MOP) Port) inch) (Ibs) Accessones FN-WH SEE PLANS CEILING RESIDENTIAL UNITS 80 0.50 0.02 115DIRECT -- PANASONIC FV-0511VKSI 10 1 (DAIKIN) BS-1 BS6054TVJ - D 0.6 15.054,000 22.8 x 11.7 x 18.9 68.3 HRP26A250T 1, 1,2, FN-RR SEE PLANS CEILING RESIDENTIAL UNITS 8 0.50 0.02 115DIRECT -- PANASONIC FV-0511VKSI 10 3,5 BS-2 BS8Q54NJ - p 0.8 15.0 54.000 22.8 x 11.7 x 18.9 72.8 1,2,3 FN-GE 1 ROOF KITCHEN 3,000 1.50 /2/190 208DIRECT -- XRUD-161-VG 150 4,6 CID -BS-3 BS6054TVJ P 0.6 15.0 54,000 22.8 x 11.7 x 18.9 68.3 1,2,3 NOTES: 1 H OCq V BS-4 BS4054NJ - D 0.4 15.0 54,000 14.6 x 11.7 x 18.9 48.5 1,2,3 1.WHOLE HOUSE FAN SUMMARY: CO Zaw Schedule Notes: PROVIDE WITH SMART ACTION MOTION SENSOR MODULE(FV-MSVK1)AND MULTI SPEED WITH TIME DELAY MODULE(FV-VS15VK1) Pw! w 1.STANDARD LIMITED WARRANTY: 10-YEAR WARRANTY ON ALL PARTS. a U F Z 2.INDIVIDUAL CONTROL AND CHANGEOVER. FAN IS TO OPERATE CONTINUOUSLY ON LOW SPEED WITH HIGH SPEED ACTIVATED BY THE MOTION SENSOR MODULE 3. NO DRAIN PIPING NEEDED. FAN LOW SPEED SHALL BE SET IN ACCORDANCE WITH THE RESIDENTIAL VENTILATION CRITERIA TABLE BY THE EC IN THE FIELD W ry"t Z E- 2.PROVIDE DISCONNECT SWITCH,FAN TO CPERATE CONTINUOUSLY. 040 U w a z 3.ECM's OR HIGH EFFICIENCY MOTORS ARE REQUIRED FOR FANS THAT ARE GREATER THAN OR EQUAL TO 1/12 HP AND LESS THAN I HP IN ACCORDANCE WITH WSEC C405.8 C/� O = 4.COMMERCIAL KITCHEN HOOD EXHAUST FAN SHALL BE ELECTRICALLY INTERLOCKED WITH THE CORRESPONDING AIR HANDLING UNIT PROVIDING MAKE-UP AIR. Cn MAKE-UP AIR UNIT SCHEDULE 5.PROVIDE DISCONNECT SWITCH AND ON/OFF SWITCH, V G job UNIT LOCATION BASIS OF DESIGN CFM ESP MOTOR DATA HEATING SECTION CAPACITY(MBH) FILTERS EQUIPMENT REMARKS 6. PROVIDE ROOF CURB. =+�O NO IN. G HP VOLTS PH RPM TYPE INPUT OUTPUT MIN.EFF. TYPE WEIGHT(LBS) x..TTTiii MAU-1 ROOF ACCUREX XIGX-P115-H127MF-I 2970 1 1 1-1/2 208 1 1725 INDIRECT GAS 250 200 80% MERV-8 1300 1,2,3,4,5 P OO E- z NOTES: INTAKE& RELIEF HOOD SCHEDULE Q) 1.PROVIDE ROOF CURB. APPROX SIZE THROAT AREA MAX PRESSURE x TAG MAX. CFM DROP MANUFACTURER MODEL REMARKS CO F F MAN 2.INTERLOCK WITH COOKING EQUIPMENT OPERATION AND FIRE ALARM/SUPPRESSION SYSTEM. INLET DIA(IN) (SQ.FT.) (IN .H2O 3.DISCONNECT BY ELECTRICAL CONTRACTOR, IH-1 24 2105 3.24 0.10 GREENHECK GRSI , ENGINEERS 4.PROVIDE FACTORY FACTORY MOUNTED MOUNTED CONTROLS. RH-1 24 2105 3.24 0.10 GREENHECK GRSR 1 1997 Park Lane O S.PROVIDE SEISMIC CALCULATION FOR ALL EQUIPMENT OVER 400 LBS. Burlington,WA 98233 0 lO NOTES: 1.PROVIDE BIRD SCREEN. ph 360.707.5656 (D 2.PROVIDE ROOF CURB. www.coffman.com RESIDENTIAL WHOLEHOUSE VENTILATION CALCULATIONS ROOM INFORMATION VENTILATION SUMMARY CALCULATION INPUTS-CFM/PERSON METHOD CALCULATION INPUTS-ACH METHOD ���11 Cx2 REQUIRED REQUIRED TOTAL �y GROSS REQUIRED TOTAL WHOLEHOUSE EXHAUST AIR WHOLE HOUSE DESIGN EXHAUST NUMBER OF NUMBER OF AIRFLOW PER REQUIRED TYPICAL UNIT UNIT SIZE INLET SOURCE VENTILATION AIRFLOW(CFM) BEDROOMS OCCUPANTS OCCUPANT AIRFLOW SQUARE AIR CHANGE REQUIRED W FOOTAGE RATE AIRFLOW AIRFLOW(CFM) (CFM) (CFM) Val �CO SINGLE SINGLE OPERABLE WINDOW 15 50 1 1 15 15 150 0.35 g F rn d DOUBLE DOUBLE OPERABLE WINDOW 60 80 2 4 15 60 180 0.35 11 W A C4 M REMARKS: 1.VENTILATION CALCULATIONS PERFORMED PER WMC SECTION 403.3 FOR CODE COMPLIANCE,THE GREATER OF THE CFM/PERSON AND ACH METHODS MUST BE USED 2.VALUES AND CALCULATIONS SHOWN REPRESENT LARGEST UNIT SQUARE FOOTAGE OF EACH TYPE,MINOR VARIATIONS IN ZONE AREAS MAY EXIST 3.SEE MECHANICAL EQUIPMENT SCHEDULES FOR WHOLE HOUSE FAN PERFORMANCE ELECTRIC DUCT HEATER SCHEDULE 2)O v 4.WINDOW MANUFACTURER TO PROVIDE EITHER THE MINIMUM QUANTITY OF TRICKLE VENTS OR AN OPERABLE WINDOW WITH THE MINIMUM AREA REQUIRED FOR AIR INLETS I� AS REQUIRED BY 2015 WMC SECTION C402.2 5.THE OPERATING MECHANISM FOR OPERABLE OPENINGS MUST BE PROVIDED WITH READY ACCESS BY THE BUILDING OCCUPANTS TAG SYSTEM SERVED AIRFLOW DUCT DIMENSIONS(CFM) (IN) KW VOLTS PH BASIS OF DESIGN REMAKRS C�202 . I�-i DH-1 ERV-1 2005 2404 18 208 3 GREENHECK IDHE 1-7 COMBINATION FIRE/SMOKE DAMPER SCHEDULE NOTES BASIS OF DESIGN TAG QTY SYSTEM SERVED LOCATION ASSEMBLY VELOCITY(3) STYLE(4) SIZE FAIL POSITION VOLTAGE/PHASE REMARKS 1. PROVIDE AUTOMATIC LIMIT SWITCH FOR PRIMARY OVERTEMPERATURE PROTECTION. RATING (HIGH/LOW) MFR MODEL 2. PROVIDE MANUAL RESET LIMIT SWITCH FOR SECONDARY OVERTEMPERATURE PROECTION. 3. PROVIDE NON-ADJUSTABLE AIRLFOW SWITCH. U FSD-1 4 ERV-1 I PER PLANS 2-HOUR I LOW EFL SEE PLANS CLOSED 120/1 GREENHECK I FSD-212 1-2 4. SET TO MAINTAIN 68F DISCHARGE AIR TEMPERATURE. F NOTES: 5. DISCONNECT BY ELEC CONTRACTOR. ~ 1. ALL SMOKE DETECTION AND DAMPER WIRING BY E.C.AND FIRE LIFE SAFETY CONTRACTOR U 6.COORDINATE LH OR RH ORIENTATION WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING. 2.SMOKE DETECTOR BY ELECTRICAL CONTRACTOR(SEE COORDINATION NOTES BELOW) 7.PROVIDE DUCT THERMOSTAT AND SCR CONTROL. d' SPLIT HEAT PUMP SINGLE ZONE UNIT SCHEDULE AREA FAN OUTDOOR ELECTRICAL INDOOR ELECTRICAL ACTUAL COOLING CAPACITY HEATING CAPACITY FILTER SHIPPED OUTDOOR UNIT BASIS OF INDOOR UNIT BASIS OF 5 EiV TAG MIN.SEER REMARKS •.r C SERVED CFM ESP VOLTS PH MCA MOCP VOLTS PH MCA MOCP SEER DESIGN DESIGN (MBH) MBH) WEIGHT(LBS) FCU-28/CU-2 SERVER 580 -- 208 1 18.3 20 208 1 N/A* N/A* 13 18 24 27 MERV 4 30/160 DAIKIN RX24NMVJU DAIKIN FTX24NMVJU 1,2,3,5 l NOTES: oat. 1. INCLUDE BUILT IN CONDENSATE OVERFLOW SHUTDOWN SWITCH AND CONDENSATE PUMP. 10820 2. PROVIDE WALL MOUNTED 7-DAY PROGRAMMABLE THERMOSTAT 3. AIR ECONOMIZER IS NOT REQUIRED PER WSEC C403.3 EXCETION 10 4. AIR ECONOMIZER IS NOT REQUIRED PER WSEC C403.3 EXCETION 6 0 N 5. *INDOOR UNIT IS POWERED FROM OUTDOOR UNIT N I LOUVER SCHEDULE rn APPROX SIZE S0. MAX PRESSURE DROP TAG AREA SERVED MAX. CFM X FREE AREA FREE AREA( MANUFACTURER MODEL REMARKS QTY WIDTH(IN) HEIGHT(IN) FT. PER LOUVER) (IN.H20) L-ER ELECTRICAL ROOM 2 12 12 200 29% 0.30 0.15 GREENHECK ESD-435 1,3 L-RH RANGE HOOD SEE PLANS 9 9 200 34% 0.15 0.15 BROAN 843BL 1.2 U L-DR DRYER SEE PLANS 6 1/2 6 1/2 110 -- -- 0.15 SEIHO SB-4P L-LR LAUNDRY ROOM 1 20 8 600 29% 0.30 0.15 GREENHECK ESD-435 1,3 L-WH WHOLE-HOUSE FAN SEE PLANS 6 6 120 -- -- 0.15 BROAN 642 1.2 (� L-ERV OFFICES 2 28 28 2005 51% 2.70 0.15 GREENHECK ESD-635 1,3 I O L-FCU-15 RESIDENTIAL CORRIDOR 1 12 12 200 29% 0.30 0.15 GREENHECK ESD-435 1,3 C *--i c W Lq O NOTES: I U E* C\2 1.PROVIDE BIRD SCREEN CA 2.PROVIDE GRAVITY DAMPER TO MEET WSEC C403.2.4.3 EXCEPTION 1.2 O 'b 0) 3.PROVIDE CLASS 1 LOW LEAKAGE MOTORIZED DAMPER TO MEET WSEC C403.2.4.3 U cd U U ENERGY RECOVERY VENTILATOR SCHEDULE SUPPLY FAN EXHAUST FAN DESIGN OUTDOOR SUPPLY AIR POWER MAKE& ROOM AIR TEMP FILTERS OPER WT. MARK LOCATION MODEL SERVICE AIR TEMP (DEG F) TEMP (DEG F) DB/RH(DEG F) MCA MOP VOLTS PH HZ (SUPPLY/RETURN) (Las.) REMARKS (Yy cq CFM ESP CFM ESP WINTER/SUMMER WINTER TYPE , TER ERV-1 CEILING RENEWAIRE HE2XINH OFFICES 2,105 0.75 2,105 0.75 15DB/79DB/65WB 65 75/50% 14.9 20 208 3 60 MERV 14 NORMAL 500 1-8 Cn .40 Z w NOTES: F 3 z 1. PROVIDE MINIMUM ENERGY RECOVERY EFFICIENCY PER 2015 WSEC g ZEE, 2. PROVIDE FACTORY MOUNTED CONTROLS O z 3. PROVIDE ELECTRIC DUCT HEATER COIL-SEE DH-1 SCHEDULE FOR ADDITIONAL INFORMATION. cn p"x 4.OUTSIDE AIR INTAKE SHALL BE 10 FT AWAY FROM ALL EXHAUST,VENT,EQUIPMENT. ;En 5.PROVIDE SEISMIC CALCULATION FOR ALL EQUIPMENT OVER 400 LBS 6.UNIT TO BE INDOOR RATED.PROVIDE WITH 20 GA PREPAINTED PANELS CONFORMING TO ASTM A653 WITH 2'IRS THERMAL INSULATION. =v 7.UNIT SHALL BE ON 24/7,UNLESS INDICATED OTHERWISE BY OWNER.PROVIDE STAND-ALONE FACTORY CONTROLS. 173 ZO 8.FILTERS AND FILTER BOXES TO BE SIZED TO ACCOUNT MIINIMIZE PRESSURE DROP DUE TO INCREASED FILTRATION REQUIREMENTS. W Z O F" �z ®COFFMAN ENGINEERS 1997 Park Lane G Burlington,WA 98233 110 Q) Q ph 360.707.5656 .Q) rn www.coffman.com DOMESTIC WATER HEATER SCHEDULE GALLON ENT LWT ELECTRICAL WEIGHT BASIS OF UNIT NO. LOCATION TYPE INPUT(MBH) WEIGHT CAPACITY F F VOLT PHASE FLA DESIGN REMARKS 1 �F DWH-1 HWH ROOM GAS 150 100 40 140 120 1 10 1,400 AO SMITH BTH-150(A) � �C DWH-2 HWH ROOM I GAS 150 100 1 40 140 120 1 10 1,400 AO SMITH BTH-150(A) 1 CONOTES: 1C0 1.PROVIDE COMPLETE SYSTEM WITH CONDENSATE NEUTRALIZATION KIT,FACTORY MOUNTED CONTROLS,REFER TO DETAIL 1/P3.1 FOR ADDITIONAL INFORMATION. w q�CQ P. CIRCULATION PUMP SCHEDULE .4 rn a.. 1-� °2 0 CAPACITY PUMP UNIT NO. SERVICE LOCATION POWER SUCTION/ WEIGHT REMARKS II--�� GPM FT HD HP RPM VOLTS PH VFD? DISCHARGE PUMP /1 eM TYPE SIZE N W M CP-1 HOT WATER RECIRC HWH ROOM 1 5 1/25 3250 120 1 N E 1/4' GRUNDFOS UP 15-10 F/FR 20 1 0T_4 CP-2 HOT WATER RECIRC HWH ROOM 4 1 12 1 1/25 3250 120 1 N E 1-1/4' GRUNDFOS UP 15-42 F 20 1 �..J NOTES: 1.PROVIDE BALANCING VALVE F U W F x EXPANSION TANK SCHEDULE WNWU LOCATION BASIS OF DESIGN TAG SERVICE TYPE VOLUME ACCEPTANCE SIZE Has WEIGHT REMARKS RM. NAME (GAL.) (GAL.) (IN.) (LBS.) MFR MODEL ET-1 HWH ROOM DOMESTIC HW DIAPHRAM 6.4 3.2 4506 140 AMTROL ST-60-C 1 NOTES: g BE 1)PRE-CHARGE 2 PSI BELOW NORMAL OPERATING CITY WATER PRESSURE. iti�j a*wSr Fixture Unit Calculation per UPC J PLUMBING FIXTURE SCHEDULE 10/8/20 Job Name: Holman Recovery Center Date: 7/1312020 SERVICE PIPE SIZE BASIS OF DESIGN Room Name Fixture Private WFU Total DFU Total MARK ITEM REMARKS or Level Type City. or Public Each WFU Each DFU WASTE VENT C.W. H.W. MANUFACTURER MODEL N a C Common Naas Hose Bibb 1 Private 2.5 2.5 L-1 LAVATORY(MULTIPLE TYPES) 1-1/2" 1-1/2" 1/2° 1/Y BY CONTRACTOR BY CONTRACTOR COORDINATE WITH ARCHITECT Ol Hose Bibb-Ea.Add. 3 Private 1 3 I Kitchen sink,domestic 3 Private 1.5 4.5 2 6 BY CONTRACTOR BY CONTRACTOR Dishwash(Comm.) 1 Private 3 3 1 L-2 0 Lov a Private 1 8 1 B LAVATORY(KITCHEN,MULTIIPLE TYPES) 1-1/2" 1-1/2" 1/2" 1/2' BY CONTRACTOR BY CONTRACTOR COORDINATE WITH ARCHITECT U _N Drinking Fountain 2 Private 0.5 1 0.5 1 WC tank 5 Private 2.5 12.5 3 15 FAUCET BY CONTRACTOR BY CONTRACTOR TO L-3 LAVATORY(HAND WASH SINK) 1-1/2' 1-1/2" 1/2° 1/2" BY CONTRACTOR BY CONTRACTOR COORDINATE WITH ARCHITECT ~ w Residential a_ Combo Bath Shower 3 Private 12 2 6 Shower 2 6 Private 2 12 2 12 FAUCET BY CONTRACTOR BY CONTRACTOR P.� U Lm 20 Private 1 20 1 20 WC-1 WATER CLOSET 4' 2' 1/2" 1/2' BY CONTRACTOR BY CONTRACTOR COORDINATE WITH ARCHITECT Clothes Washer 3 Private 4 12 3 9 WC tank 12 Private 2.5 30 3 36 SH-1 SHOWER/TUB 2' 2' 1/2" 1/2' BY CONTRACTOR BY CONTRACTOR O � Imgatioo Load 20 GPM 30 SH-2 SHOWER 2' 2" 1/2' 1/2' BY CONTRACTOR BY CONTRACTOR COORDINATE WITH ARCHITECT N ( O Total Coanl. 121 113 WB-1 WALL BOX-CLOTHES WASHER 2' 1-1/2" 1/2' 1/2' GUY GREY MWB-21 CENTER DRAIN,20 GAUGE STEEL W/WHITE POWDER COAT FINISH. Pipe Sizes: 1-1/2" 4' I U Notes: FD-1 FLOOR DRAIN 2' 2' 1/2' 1/2' JAY R.SMITH 2O10C-P05O-U-NB WITH TRAP PRIMER CONNECTION,VANDAL PROOF SCREWS,NICKLE BRONZE STRAINER. FROM UPC CHART A 103.1,a 121 WFU demand load is oppmsimaley- 50 GPM C ed FROM UPC CHART A 105.1(2),a 3" CW pipe will amvka this demand at 10 R/ea DF-1 DRINKING FOUNTAIN 1-1/2° 1-1/2' 1/2" - BY CONTRACTOR BY CONTRACTOR COORDINATE WITH ARCHITECT U +> FROM UPC TABLE 703.2,6'PIPE DFU-720 at 1/4"per foot slope&576 at 1/8'per foot. NT C R N C R b U FROM UPC TABLE 703.2,8'PIPE DN-26Q at 1/4'per foot slope&2112 at 1/8'per loot. 1 U FROM UPC TABLE 703.2,10"PIPE DFU-4680 at 1/4'per foot elope&3744 at 1/8'per fool. HB-1 FREEZE PROOF WALL HYDRANT - - 3/4' - WOODFORD MODEL 30 FREEZE PROOF CO O O Building Drain Sim will be one(1) If diameter waste fine per Table 703.2(2640 DFU max). 'b U 3' 2' 3/4 3/4 AMERICAN STANDARD FLORWELL RIM GUARD, AND 17721,038 FIAT METAL STRAINER FAUCET CHICAGO #956-R-369 VACUUM BREAKER SPOUT,WITH WALL HOOK, LOOSE KEY STOPS,RUBBER HOSE 1:7 FS-1 FLOOR SINK 2' 2' JAY R.SMITH 3100-PO50-F-C-12 TYPE 304, 14 GAUGE STAINLESS STEEL,WITH TRAP PRIMER CONNECTION,ANCHOR HANGS,FLASHING CAP AND HALT GRATE. ,�>CO z El A �OCF.7 x waz v' o y.Txi2 L) � wok p"vz o c7 ova x � COFFMAN ENGINEERS 1997 Park Lane 0 Burlington,WA 98233 � Q ph 360.707.5656 ,r www.coffman.com rn SHEET NOTES DINSTALL REFRIGERANT PIPING FROM - CONDENSING UNIT TO INDOOR FAN COIL UNITS OIJTDOOF PATIO PER MANUFACTURER'S INSTALLATION I.-; INSTRUCTIONS. CV -- ©DUCTED FAN COIL SUPPLY/RETURN PLENUMS TO �1 MATCH FAN COIL OUTLET/INLET DIMENSIONS. (TYPICAL) .. F ''�i D RUN DRYER EXHAUST DUCTS SEPARATELY TO u 1 � 565 CFM C9 EXTERIOR.CONNECT TO BACK OF DRYER. Lo (TYPIa) (TYPICAL) l O I�1 ®16x18 TYPE-I EXHAUST THROUGH ROOF. W R'i ol A-2 C FANCY 12x125-1 ko 640CFM ©26x25 MAKE-UP AIR UP THROUGH ROOF. Q DINING �9L 5+ FCU- - 2A - - 6 UP TO RH-1,MATCH INLET DIMENSIONS. EAR cc " >UP TO IH-1,MATCH INLET DIMENSIONS. E- Fn O ®ERV-1 CONNECTION DIMENSIONS: FCU-2B 12z12 R-1 1 24k14 OUTSIDE AIR INTAKE 450 CFM 24x14 RETURN AIR 7 - ----- 8x8 S-1 ---� 12xi2 R i 16x12 EXHAUSTAIR F-1 CQ 155 CFM 65 CFM 16x120UT510E AIR SUPPLY ��l FCU-7 I+i BxB R 1 f 6 6 S-1 1 �11 ( 9 PROVIDE 3"COMBUSTION AIR INTAKE AND FLUE 20 CFM CU-3 C '""`"' UP THROUGH ROOF,INSTALL PER 1(C CFM14 12 MANUFACTURERS INSTALLATION INSTRUCTIONS 8x8 R-1 12 5-1 , x8 S 1 155 CFM "" . ' 2 CFM . - \ L-ER CU-2 1 8x8 R- 4 140 1®PROVIDE LOCKABLE COVER OVERALL 1,55 CFM \� FCU-28 _..I 220. 2M ,-i8x18 - --_ _ FCU-26 L-ER (TYP'), 990 FM 315C O CFM iI 6x OR6n s BxB S-1 RESIDENT ROOMS.110 CFM EA _ 210 CFM ' T °. x 1 s: ex8 5-1 Y` ,---- -- THERMOSTATS LOCATED IN RE W LJ -: x10 R-1 3 Bx8 S 1 Bx8 S-1 8x8 S-1 - ti - C 885 _ S 1 155 CFM 5 CFM 12.12 R-2 14x12 \�\ + 8x8 R 1 , t 155 CFM 5 166 CFM � . 9 85 CFM 12 12 _ 16fi CFM V 155 CFM i F ___ 225CFM 12' - - U 1 / 'f Ox1D S"1 10 . 18x,14 _ 10' 155 CFM 1 --�. 10x10 1 14 2 225 CFM` ,,..._ .,•,-....,H- ' bold 12x12 R-1 �-" rLEI, FG4 "p; i+d 14 72x1 -1 i i� _ .:., 's. WU IEq_ "un.n I^' N 20 CF .14" 14 14' 14x14 FC17-3 315 M - 155 CFM ) 8x8 R-1 .FCU-25 _f 11 llh 340 CFM 10x1051i 8x8 R-1 Imo: T 2 155 CFM - T„ r (ryp) -- _-- �_ --__225 CF .� i 10 .! 6 --'; 190 CFM20z14 10x R-1 '_� FN-RR _-" - zB R-1 1 T C 22 FM " -- $ S-1 a 8x8 R 1 r _ FCU-5 '' 6z6 S x 0 R-7 " • ? �� _ [� 155FM 55 CFM 8x8 R- 155 CFM i. 8 RZ FN ER : T 4, 95 CF 6x6 11 / 315 CFM 1 'I CFM. grr Paz,. h^ ,Py,o _.- 45 C ... ` r d x�i Jx e FCU-6 340 CFM FC _>. cm S _ FCU-14 ___-__ _--_ --- _ 55 CFM 8x8 S-1 _. _. 14x14 R 1 M FC 1..,._ 125 CFM EA 20 CFM OA 100 CFM CA .6 DH-1 O - BS-2 FCU-15 ,f_.,. - _.- - 635 CFM ._- -___ 12 6x6 S-1 p: �' 14x145- OCCU'f 4 8� xi2. M 8 P L-FCU-15 210 CFM - 120 FM _ FCU 12 635 CF - 340 CFM FN-RR 6' R- B ' "s,., _ ( Bz8 R-1 8 8 R 1I, L_- lapt,8y 12" 95 CFM 20z14 W __ - T - 155 CFM 1 _ 155 CFM 8x8 S-1 @ C � 10" - 10z R-1 12z12 1 N FCU 13 � ! 155 CFM FCU-22 T 8x8 R-1 T. - 10/15/2 150 CFM a 280. FM 405 C £ (3 TYP) 7Y^YP) FSD 1 fi 6x6 O 155 CFM ._FCU-23 M(NITI FN-RR - _. 6x R 1 - • a.-6x6 S-i280 CF x' 20 CFM J10CFMyg5 tOX105 aRs- ET�� - N ,. 4f F _ OCFM 12" £ 1s y 90 CFM v PDxB R.PI " itii r 3 - N ul .s" ('fYP/3) I T - - -6x6 S 1 6x6 S 1S 1 _ r•..: S S -- azx1MEN^ } 2s cFM ss CFM o/1 j - �,. - I I _ 20 C`1 1 =i/ 405 2�F'M-25 FM 8xx8.5.1 _ 8x8 R-1 ,`E; 8x8 R-1 r .:iil Az8 S-1 1 CFM.,rr,<., x 1 5 CFM C 8 .N 10 _4 FN<RR �I' ',. I _y,-N L-UR �,,I Ri 155 CF�d 155 CFM` 155 CFM Jf CFM — _-... - --_.. _.._ /_. - y L-RR /ItiLti 180CFM L-ERV (3T-YP) - -_r r 8 -156 FCU-16 r+D � P � 10 ��ao� L-LR F0D 21 RERFRIGERANT PIPING NOTES: GENERAL NOTES 30 CFM c OUTBID AIR INTAKE a"1 F, 100 CFM-- - 10' 6x6 S-1- - 1 O AKE OPENINGS SHALL BE LOCATEDA .N _ DESIGN INTENT IS ALL REFRIGERANT PIPING IS 1 -.- - ;,-' - V- (30 CFM A £ MIN.10'SEPARATION FROM EXHAUST AIR OUTLETS,LOT U -. CONCEALED AND ROUTED IN WALLS;FLOOR/CEILING, a -- �� -- „,..;� LINES,VENTS,STREETS,ALLEYS,PARKING LOTS,AND Z 0' _ AND ROOF/CEILING ASSEMBLIES WITHOUT THE USE OF ICI FCU-9 - FCU-11 .,�, +z DROPPED SOFFITS. LOADING DOCKS. 8x8 R 1 T OT 2. ENVIRONMENTAL EXHAUST AIR OUTLETS SHALL BE 5 10 180 2. CONTRACTOR IS RESPONSIBLE FOR FINAL ROUTING OF LOCATED OUTSIDE OF 3'FROM OPERABLE OPENINGS AND CFM (-" M I -- N PIPING PER SELECTED SPLIT SYSTEM MANUFACTURER 10'FROM OUTSIDE AIR INTAKES. C�2cq INSTALLATION REQUIREMENTS.THIS INCLUDES � 6zfi R-1 FCU-8 10 100 CFM Bze e 8 �� MAXIMUM PERMISSIBLE LENGTH OF ) O II I VERIFYING THE 12x12 e" 8z8 S-1 _ II 3. ALL DRYER AND RANGE HOOD EXHAUST DUCTS SHALL � 540 C M _ 150 CFM �,,, C_I,I Bx8 R-i ex8 R-1 REFRIGERANT PIPING PER MANUFACTURER HAVE A BACK DRAFT DAMPER INSTALLED AS NEAR TO x--1 1-N ~ O155 CFM INSTALLATION REQUIREMENTS. W W O (TYP ) 5-1 8x8 S-1 2 155 CF.1 �x6 S 1 THE EXHAUST LOUVER AS POSSIBLE. ) E y 14z14 T Bx8 S-1 155 CFM -.�.. '. 4x14 5-1 " n^*x 55 CFM 3. REFRIGERANT PIPING ROUTING TO COMPLY WITH C r FCU 10 1 ,;.IL 4. PROVIDE DRYER WITH EQUIVALENT EXHAUST DUCT ry r - rt a 545 CFM J z WASHINGTON STATE MECHANICAL CODE REQUIREMENTS. LENGTH CAPABILITY GREATER THAN 56 OR PROVIDE � �,' _ - T-_6>;65-1 Ii �,., 8x8 S-1 DC)r_,_..-- - .. r••' 210 " 2 CFM � I �CFM R BOOSTER FAN,FANTECH DBF 110 OR EQUAL. � - � �I :�Bx8 S-1 4. ALL PENETRATIONS OF RATED WALLS,FLOOR/CEILING, ry � U 6 6 S-1 6x6 S 1 ✓� 155 CFM - Bx8 R-1 Bze R-i 5 CFM AND ROOF/CEILING ASSEMBLIES TO BE PROTECTED PER 5- FOR ALL MANUAL VOLUME DAMPERS LOCATED ABOVE U 1 CFM 2q CFMCFM-- )5� i155 CFM WASHING STATE BUILDING CODE REQUIREMENTS 8x8 R-1 HARD LID CEILINGS,PROVIDE REMOTE CABLE � C>3 "O - 5. ALL HOLES AND NOTCHES IN STRUCTURAL WOOD 'OPERATION. i•I ,Ly it 8z8R1 8 R1 1404R i.i O O] 545 CFM MEMBERS TO COMPLY WITH STRUCTURAL 140 CFM 14 CFM .;: 6. ROUTE CONDENSATE TO P-TRAP OF LAV IN RESTROOM. FCU 17 REQUIREMENTSAND WAS HINPEN NG SIZEBUI_OI C FCU-20 �, REFER TO DETAIL 8/M201(TYP.) 8x8 R CODE REQUIREMENTS FOR OPEN'.NG SIZE AND LOCATION BASED ON SIZE OF MEMBER PENETRATED.NOTE THERE 7. PROVIDE VOLUME DAMPER AT EACH GIRD CONNECTION. J F 1 ARE DIFFERENT OPENING REQUIREMENTS FOR BEARING (TYP/3) FF7 FN-WH - r .\ - WALLS,NON-BEARING WALLS,STRUCTURAL JOISTS,AND 8. .COORDINATE ACCESS DOOR/PANEL LOCATIONS FOR (TYP) ".. BEAMS.SEE STRUCTURAL DRAWINGS FOR DETAILS. MAINTENANCE OF EQUIPMENT AND ACCESSORIES w IN LJ III ' , - (INCLUDING FIRE/SMOKE DAMPER,AND MOTORIZED E 07 -- 6. HOLE,NOTCH,OR OPENING SIZES ARE REQUIRED TO BE DAMPERS. T ___;, %+ OF SUFFICIENT SIZE TO ACCOMMODATE PIPING AND MEN O INSULATION. � 9. bUCTED FAN COIL SUPPLY/RETURN PLENUMS TO w z DOUBLE_ MATCH FAN COIL OUTLETANLET DIMENSIONS.(TYPICAL H O I 154 7. PIPING TO BE ROUTED TO MINIMIZE PIPINGON THE ROOF FOR ALL FAN COILS) Z E-F Bx8 R-1 Bz8 S-1 AND MINIMIZE HORIZONTAL PIPING THROUGH A O 0 iI Q, ® RESIDENTIAL UNIT NOT SERVED BY THE ASSOCIATED 155 CFM 155 CFM SPLIT SYSTEM. "--7 a+►-i 8x8 5-1 5-1 1 5 5 CFM 155 CFM 21 CFM 8, CONTRACTOR RESPONSIBLE FOR FINAL DETAILING OF 8x8 S-1 - 8x8_R 11 8x6 S 1 T 8x8 R-1 FLASHING AND SEALING OF REFRIGERANT PIPING U W O t' PENETRATION OF ROOF ASSEMBLY- 3 15CFMI 315 CFM ! 315 FM -"-., 315 CFM L_ z ZOO O E-E FCU-19 4 Z E aeca COFFMAN ' ENGINEERS 1997 Park Lane O HOLMAN RECOVERY FLOOR - HVAC PLAN BUdington,WA98233 1 SCALE 1/8"= 1'-0" 0 ._.( ph 360.707.5656 m www.coffman.com GENERAL NOTES SHEET NOTE LJ i. OUTSIDE AIR INTAKE OPENINGS SHALL BE LOCATED A D PROVIDE 3-COMBUSTION AIR INTAKE AND FLUE, ., H MIN.10'SEPARATION FROM EXHAUST AIR OUTLETS,LOT INSTALL PER MANUFACTURER'S INSTALLATION �r//'•1� LINES,VENTS,STREETS,ALLEYS.PARKING LOTS,AND INSTRUCTIONS. V 1 M LOADING DOCKS '0 ❑ 2. ENVIRONMENTAL EXHAUST AIR OUTLETS SHALL BE I LOCATED A MIN.OF 3'FROM OPERABLE OPENINGS AND W p3 N .. ❑ ❑__;_._� o ❑ c-_.... 10'FROM OUTSIDE AIR INTAKES. IO � ❑ �aO H-j NCQ �I ❑ III a CID li I Ii i Ux Cl L \ �QL ❑ 0 ❑ rl ❑nO ❑ // a 1o/e/zo L<JJ ii II ❑ � a� \ \ rZ --.- -4-- —. . L.1 p 02 LO O p u W O r:1 I i O U EI N i O � N �r U •U ❑ � � � it E. ❑ E� cv ❑ Z F vD �C, w OWv� II ❑ x L) w c' a'zo I �. �oE- _ 1-4t Z O `a -COFFMAN ' ENGINEERS - �I --- --._. -r'--- 1997 Park Lane 0 HOLMAN RECOVERY ROOF - HVAC PLAN -- Burlington,WA G SCALE:3/16"- 1'-0" I -LIB � ph 360.707.5656 U .Li m L- I www.coffman.com L.J I-i DIFFUSER NECK TRUNK DUCT SIZE O 1/2 DIFFUSER NECK SIZE ALL W AIRFLOW SIDES rF.CV �O RECTANGULAR TO a co 10 ROUND DUCT TRANSITI W 0 - --- -, SQUARE OR ROUND � I DIFFUSER NECK. W R F_�_\ REFER TO DRAWINGS/ (3)ACCEPTABLE � ROUND DUCT - SPECIFICATIONS FOR A ^Co TAKE-OFFS I - 10 / \ TYPEAND SIZES. CONICAL SPIN-IN 1 -1 I \ I DIFFUSER BOOT W/ EaV (MIN.2"LARGER) PROVIDE A VOLUME _ L� 1"ACOUSTIC LINING DAMPER FOR EVERY - [q \� \ DIFFUSER AND GRILLE. FLEX.CONN. W O \C LOCATE DAMPER AS FAR FLEXIBLE DUCT L-------i DIFFUSER (TYP.) Z _ AS PRACTICAL,AND WITH SEE PLANS OR 7 NOT LESS THAN 6 LINEAR DIFFUSER SCHEDULE THREADED ROD /� 02 FOR SIZES.SEE LINED S.A. TO STRUCT.ABOVE F-1 FEET OF DUCT,FROM r, m DIFFUSER OR GRILLE DIFFUSER OR GRILLE. SPECIFICATIONS F PLENUM TTYP�) I+i (TYP).REFER TO - LOCATE DAMPERS ON MAXIMUM LENG PLAN ACCEPTABLE RECORD DRAWINGS AND SEISMIC RESTRAINT. CONNECTION DETAILS COORDINATE WITH AIR PROVIDE 1/4" HANGER WHERE - BALANCER BEAD AROUND REQUIRED rCOLLAR FOR CLAMP CATCDIFFUSER BOOT 3 FOOT MINIMUM,6 FOOTZ//- W/1"ACOUSTIC ram, MAXIMUM LENGTH AND LINING - --- n O O _----- -JEl 1 _ 130°MAXIMUM -- - - -_ U I\ / CUMULATIVE CHANGE OF , MINIMUM I/2" W - DIRECTION FOR FLIX _ _ R A.bONDET DIFFUSER NECK IMARY CONDENSATE DUCT PROVIDE AT SIZE PLUS 2" D INS(��((����QQT z NOT LESS THAN ONE LEAST IO CHANGE OF _ L._ ! -- S.A.DUCT OBSTRI)L'Y�-'fL`I"�R PLENUM U STRAP HANGER FOR DIRECTION WHERE EACH FLEX DUC POSSIBLE FOR CEILING LIQUID&SUCTION CCESS. P4 ACOUSTICAL - 1. L� -- -.- REFRIGERANT LINES FAN COIL UNIT NOTE. CONSIDERATION ..M �� TO BC CONTROLLER t SMACNA APPROVED CLAMMMMPPPP DIFFUSER REFER TO CATIONS FOR I NOTE: SPECIFICATIONS FOR - - - 1. DO NOT USE FLEXIBLE DUCT IF NOT INDICATED ON \J) FLEXIBLE DUCT TO DIFFUSERS ELEVATION TYPE AND SIZE PLANS.PROVIDE SHEETMETAL DUCT, SHALL NOT BE USED ABOVE RECTANGULAR IF NEEDED FOR SPACE NON-REMOVABLE HARD CEILINGS. S EENC CONSTRAINTS. USE RIGID DUCT CONNECTIONS. °¢e�ik I CONNECTING DUCT FOR RESTRICTED CEILING HEIGHT 3 DIFFUSERS AND GRILLES DETAIL 2 DIFFUSER CONNECTION DETAIL SPLIT INDOOR FAN COIL DETAIL M2.1 SCALE:NTS M2.1 SCALE:NTS M2.1 SCALE:NTS 10/8/20 0 STRAP HANGERS TO BE CONSTRUCTED FROM SAME STRAP HANGERS TO BE GAUGE GALV.STEEL AS m CONSTRUCTED FROM SAME DUCT-TYP. GAUGE GALV.STEEL AS 1/4"OIA.GAL •~ DUCT-TYR NUT&BOLT FILTER SECTIONS SHEET METAL RETURN W/1 � STRAP HANGER TO BE FAN COIL UNIT / SOUNDLINING SEE PLAN FOR SIZE FASTENED TO DUCT .0 WITH SHEET METAL 2"WIDE DUCT SCREWS 30" BAND CONST.FROM FLEXIBLE DUCT MOTOR HOUSING CENTER-CENTER MAX SAME GAUGE STEEL CONNECTION \ O AIR INLET KEF AS SUPPLY DUCT XX < CT 2 SEE PLAN \��\ / C\2 FOR SIZES 1-N 0 GREASE 1 RETURN AIR n RECEPTOR RECTANGULAR DUCT UP TO 20" ROUND DUCT UP TO 40" DAMPER O PROVIDE FULL LENGTH '' z PIANO HINGE FOR ACCESS. GALVANIIZED ANGLE IRON / p I; FASTENED TO DUCT WITH B, L SHEET METAL SCREWS @ �EXTENDED VENTILATED THREADED HANGER RODS 1/2"DIA. 7"CENTER-CENTER MAX.NOTNgUU CURB BASE LESS THAN 2 SCREWS SECONDARY ATE � y EACH SIDE 1-114X 1-1/4X 114 UP GRAIN PANROOFING 2 X 2"DUCT114 DIIM 55". (SEE NOTE 1) RLFIELD FAB OR \ � O PRE-FAB CURB 'd U ROOF INSULATION SECONDARY DRAIN TO AIR GAP FITTING , I ANGLE BRACE REQUIRED 1.MAINTAIN N.E.C.PRESCRIBED ON DUCT DIM.OVER CLEARANCES FOR POWER AND METAL DECK GALVANIZED ANGLE IRON 20" INDIRECT CONNECTION TO DRAIN CONTROL PANELS.COORDINATE ROOF PENETRATION 1 X 1 X 1-1 UP TO 24"DUCT DIM. WITH OTHER TRADES. C'7 FRAMING(SEE 2 X 2 X 1/2 3 X 1 O 24"70 34"DUCT DUCT DIM. 2 HR. GREASE STRUCTURAL 2 X 2 X 1/2 34"TO 55'DUCT DIM. USE MOLLY SCREWS IN W A w - BLOCK WALLS&SHEET ROCK DUCT ENCLOSURE - -- SCREWS IN STUD WALLS NOTE: Z'J WELDED BLACK STEEL RECTANGULAR DUCT UP 70 55" PROVIDE ADEQUATE 1.PROVIDE SECONDARY GRAIN,DRAIN PAN W/DRAIN PIPE OR INTEGRATED SHUTOFF Zia DUCTWORK - BLOCKING-TYP. VALVE,PER IMC w VERTICAL DUCT E-0 ROOF MOUNTED UPBLAST EXHAUST FAN Waz P yy,x 6 DETAIL 5 DUCT SUPPORT DETAILS 4 SPLIT INDOOR FAN COIL DETAIL M2.1 SCALE:NTS M2.1 SCALE:NTS M2.1 SCALE NTS W O d O C7 a-4 x � COFFMAN ENGINEERS 1997 Park Lane O Burlington,WA 98233 N •-i ph 360.707.5656 m www.coffman.com DESCRIPTION OF OPERATIONS ~: ce o RETURN W �o M�LO in SUPPLY AIR TO SPACE �"� �d'r VRV w a�w FAN T SPACE TEMPERATURE M COIL SENSOR a m UNIT EXHAUST FANMOTORIZED SPACE DAMPER INSTALLED AT vEi C VRV BC WALL PENETRATION CONTROLLER (SPRING RETURN OPEN DAMPERS) W m OUTDOOR VRV UNIT a N TD1 TO OTHER VRV UNITS WALL F 0 x OSA DAMPER-' D Ec CM loom, a T? �/ HEAT T2 RECOVERY T4 OUTDOOR E CORE SENSORS AIR FILTER SUPPLY RETURN EXHAUST AIR AND g BEh FAN FAN RETURN AIR FROM ti w*Aw`s� ARRAY T5 T3 ARRAY T6 SPACES TD2 �a� OUTSIDE AIR 10/8/2o EXAHUST/RELIEF DAMPEf OSA TO SPACES BYPASS MINIMUM OUTSIDE AIR SCR CONTROLLED $ E HEAT RECOVERY AIR ELECTRIC DUCT N HANDLER(DOAS) HEATER(MAINTAIN 68F DISCHARGE) SYSTEM DESCRIPTION: cr VARIABLE REFRIGERANT VOLUME(VRV)SYSTEM SHALL BE PROVIDED WITH COMPLETE MANUFACTURERS CONTROLS PACKAGE. THE SYSTEM SHALL OPERATE UNDER ITS OWN CONTROLS. PROVIDE USER INTERFACE CONTROLLER IN SPACE. CONTROLS SYSTEM SHALL INTEGRATE CONTROL OF THE MINIMUM OUTSIDE AIR HEAT RECOVERY AIR HANDLER(DOAS),DUCT HEATER AND ASSOCIATED DAMPERS AND SENSORS. PROVIDE ALL LABOR, MATERIALS AND PROGRAMMING FOR A FULLY OPERATIONAL SYSTEM FOR BOTH VRV AND DOAS SYSTEM. COORDINATE WITH OWNER FOR SPACE TEMPERATURE SET POINTS DURING SYSTEM SETUP. PROVIDE CONTROLS DRAWINGS, PROGRAMMING, PRODUCT SUBMITTAL TO A/E FOR REVIEW PRIOR TO INSTALLATION. ALL EQUIPMENT SHALL MAINTAIN OCCUPIED SET POINTS 24 HOURS A DAY 7 DAYS A WEEK. DOAS UNIT AND EXHAUST FAN SHALL RUN CONTINUOUSLY TO MAINTAIN REQUIRED SPACE PRESSURE RELATIONSHIPS. 0 02 1 O O W W O I U E• CQ rn RETURN O y SYSTEM DIAGRAM LEGEND SYMBOL DESCRIPTION •C SUPPLY AIR TO SPACE - NUMBER(IF SHOWN)INDICATES SPECIFIC VRV T4 FAN T SPACE TEMPERATURE BINARY INPUT DEVICE(SEE BELOW FOR NOMENCLATURE) REFERENCE IN SEQUENCE. T4 COIL SENSOR UNIT LETTER CODE: W T4 ANALOG SENSOR(SEE BELOW FOR NOMENCLATURE) C = CURRENT(AMPERAGE) Z A 0 OUTDOOR VRV UNIT D = DIFFERENTIAL PRESSURE o ��o E = END SWITCH zE T4 AMBIENT ANALOG SENSOR(WALL MOUNTED) F = FLOW =waz (SEE BELOW FOR NOMENCLATURE) H = HUMIDITY 9 x L = LOW TEMPERATURE d EQUIPMENT AND ELECTRICAL ROOM UNIT SYSTEM DESCRIPTION: NOMENCLATURE P = PRESSURE S = SWITCH(MANUAL) � zo VARIABLE REFRIGERANT FLOW SYSTEM SHALL BE PROVIDED WITH COMPLETE w Z MANUFACTURERS CONTROLS PACKAGE. THE SYSTEM SHALL OPERATE UNDER ITS ECM ELECTRONICALLY COMMUTATED MOTOR T = TEMPERATURE x, c 0 OWN CONTROLS. PROVIDE USER INTERFACE CONTROLLER IN SPACE. PROVIDE V = VELOCITY amz ALL LABOR,MATERIALS AND PROGRAMMING FOR A FULLY OPERATIONAL SYSTEM. CR CONTROL RELAY a COORDINATE WITH A/E FOR SPACE TEMPERATURE SET POINTS DURING SYSTEM SETUP. PROVIDE CONTROLS DRAWINGS,PROGRAMMING,PRODUCT SUBMITTAL CP CONTROL PANEL COFFMAN TO A/E FOR REVIEW PRIOR TO INSTALLATION. ®ENGINEER S 1997 Park Lane � MS MOTOR STARTER(SEE DIV. 16) Burlington,WA 98233 A '� ph 360.707.5656 y .4" www.coffman.com GENERAL NOTES SHEET NOTES I� 1. PROVIDE TRAP PRIMERS FOR ALL FLOOR D 1-i12"CW MAIN BUILDING CONNECTION,REFER TO �PROVIDE EMERGENCY SHUT-OFF INTERLOCKED �I C DRAINS AND FLOOR SINKS.FIELD LOCATE CIVIL DRAWINGS FOR CONTINUATION,PROVIDE WITH GAS SOLENOID VALVE.PROVIDE 1/2" ROUTE. PRESSURE REDUCING VALVE IF INCOMMING CITY SHUT-OFF VALVE AND 1/2"HW CONNECTION TO W PRESSURE IS ABOVE 60 PSI. DISHWASHER. N 2. DOMESTIC WATER PIPE SIZE IS 1/2"UNLESS NOTED OTHERWISE. ©PROVIDE LINE SIZE HWC BALANCING VALVE. >PROVIDE 1/2"CW VALVE AND CONNECTION TO ICE v 1 �g M MACHINE.ICE MACHINE TO HAVE INTERNAL AIR a c 3. VENT SIZE IS 2"UNLESS NOTED OTHERWISE. ©2 PSI NG METER WITH SEISMIC VALVE,PROVIDE GAP PER NSF 12. a �{I A C O.�i�G lL Cy ISOLATI Chi ON VALVE ON BOTH SIDES OF SEISMIC d I VALVE.REFER TO VP2J. W p; rcrC.-APEq Ga M - ®3l4"NG CONNECTION TO CHARBROILER,FIELD VERIFY LOCATION. a C ©3/4"NG CONNECTION TO FRYER,FIELD VERIFY V M LOCATION. ..� ©1"NG CONNECTION TO RANGE/GRIDDLE/OVENS, FIELD VERIFY LOCATION. 1IC-1 LINIAKF __ ©PROVIDE MIXING VALVE,REFER TO DETAIL 1/P3.2. �-i 02 COPY ®REFER TO CIVIL DRAWINGS FOR CONTINUATION.FILES -- C+FN ;TORPi;I D PROVIDE 3/4"NG CONNECTION TO MAKE-UP AIR[ 102 [--�32 - ,/ UNIT ON THE ROOF,REFER TO M1.2. `J - Zd -_- n71 RECCPT N0 M EN a.L`Ii IPLO�FE L.z I L-z I: 3� -3/� y W':)P1,FN V U _ _ ivaNG ----- -- - 3/4" DWH 1 r --- --1 I ks1 STOR. L KIT Ht r ii owH N \ WOMEN a L „ I ooue a I COLLE 510N _1....1 10 111 a/a^cw- 4 - ELD L-3 =--� lel `O I I 4 i [ 145 C0� ;�•I _ I ,. I -- -- -' - "NG ,-1l2" ..�-- O/ O O O /. r=--"� 4 - 21 M" `-- - ---_ ------ --- 5 BEN --- -- -=---- SEI '-- - _ ------ 1 -_ _1 v2cwi:R va'cw ---1 cw _--- - — - GW -..... 3/4"CW 7u 1CWV' 0((,U '_ I 9 .,.. -v ... --� - - ---- '�'DRf"?R'"r L314'CW314"HWC F s�� I " 3/4"HW 1"HYV 1'HW 1-1/4'HW - 1 111 Hw ,'HW 150 3/4"HW I II I 3I4"HWC I I i 3/4 HWC I NC r im COUN ELOR plli!I I Lu J 10/1P RO�h1 OFf!(„! M.1, UPdS HRni v ? I)F 3ra cw �NITOR 011 d Vl, ME,Id WOMEN I Gi 3J 12 ` � E[ [ 17/.�/ 35 -... i (TYP.$) S A� _ _--' _ CRAFT N(ll:. 3la°HW ON DOl1H DOUEI� - -- b 4$ [_149 / [ -I LE, WOMEN 04 TVP) N ns (J _ �� I HB.1 TY�) Cllfll; (TYP) GARDEN �I r 151 - �---'� 1 U A. -'----- _ GROUP ROOM C f..XF.Cr..,E r 114 _ y COON ELCR _IDOR WWII -- -- U CC F O OFfljh' i r= 1 DIRE I OF I p TYP MI(, D011fu_ III COUBI_E. �, O C�2 L ,11^ 57 O ko C�k01J°170Q�1 COUNSLf.OR J11N;;1` M I U E- CO�2 1G -- -- luN O MIN J- �'!Illtll.l O QIIICE f:IGj. ® I I 31.F. y + - U I a� _ vo f I TVP In I I Iv CI`I HAco Is11 N _� ;1011!31:=- III (TYP.) )�11 _. E- w z J O ...®-112" I I i 3/4"HWC © f]= r'�"""'C.4 III g waz I� x "I II 3W N___ y. a':.--- o L' - 0 r 2 c' Z53zz L•' Qw+y �I O E-F _ [l' TYP. F.0 z I 1-1/2"CW- - ... W61 y DJ •\.. 314°W SHA x x (TMP' ®COFFMAN ENGINEERS HOLMAN RECOVERY FLOOR - WATER PLUMBING PLAN 1997ParkLane 1 Burlington,WA 98233 SCALE: 1/8"= V-0" -> ph 360.707.5656 ) (] rn www.coffman.com c SHEET NOTE CD w D 4"MAIN WASTE LINE,REFER TO CIVIL DRAWINGS ,Fi N FOR CONTINUATION. 0,co ko ©TO GREASE INTERCEPTOR BY OTHERS. no n z arc �p_;cr l� � DINU11 HALL. W a Or CQ RC, AREA A M two rov INTAKE COPY / -- -----. -— OFFICE FILES ---- CHAIR.-STORAGE WAI1 a _--. 101 102_1 S,./R.. - 1 732 UF ro woo � j VUP 'A0wC VUP r-WUP WUP WUP WUP W P VUP WUP Zi UP TO WCO UP TO WCO Ir. W WUP :�.— J r UP UP TO CO I VUP .i I r. ` MEN ' -- U 2�,w _ wco UP IN_E ,_.. _ U RECEP_T' - WUP 2 uPTo^ PSTOR.T EMPLOYEE VUP 3,. W o FITNESS C UP TO 0 2„W 3w ih._] To WC / / UP TOO UP uP �i UA P10 EAK RM., T CS uar we EN / - WOMEN WOMEN -COLLECTI N [109 L 110 ] [ 111 ,�W m 130 .3LEDo' M EDS. C 108 — — � -- G� ( 1_42 P A� wul� I1 1,1 �� DOUBLE C WUP G4U GW UP r UPI WC 3'WC4JJ' _ • PTO WC w _ -w 0 MFDS LNATJ \ vuP UP O (f �_ITIG - - 1I I 4"P 3w' , v ;�J �J f u4 J V P - WUP 3�,W 4"wli WUP d ROOM l�l(I1 TA,.ML�P VUP VUP UP TO WC 4"W ,�yb• � St uProco _UTI I OS�T -a'w � 38J _ __ ey L� 3'� 1..1 oc((J'.e,NCY 150 IP \ �. �.3��W I V UP 3 W UP TO WC UP TO CO _q��W q„W q��W q,�W :.;z�. 4 W lU 9 CLJN fl `O VUP __ VUP WUP VUP �o�y W GROG?_�4� Off'CI �_.._J UP UNS. ST__ SANCTUARY U _ UP TO 1,3 ! 1 J VUP--^ 12 K CRAiIU rl 10/8/20 W UP -,---J ?-4 a"w �R`GE _ BCE 40UB E G WOMEN _ I--- UNf71�Y MONITOR WOMEN WOMEN vGC,�!.p; uPTOwC 4°w V UP VUP .�_.._� 1 �__ ._. Fi f�L- M Isr� QjATION QQU .� _OgBL,E- UOUB_LE 3'W Ubrowc� 28 3s r - �..._I L 148._ [ 14�_7 O WUP EN .�� 3y 146 47 n VUP I ,._ ���..::� - GARDEN M Mc O L_ 211W © 4 2'w -- ...� 3"w ..__.._ ..... WOMEN- M04 Up TO — p(U?LE 3"w b_; a Y I UP TO WOO W UPJ UP TO WCO •w �1(13 CLI [ I 1 n -wUP WUP WUP p �,"— - SUIEfi. OVUP7"a,;W vuP SO a� qm __ _ WON EN � UP TO WC C� fu —.— _1 wGROUP ROOM 3� /-- wuP w a WUP a O COUN ELl',� EXEC. wuP ,L f2FCJ OFFIC LIl ) LL V 1,�� � ., I WUP 2�� 3��W .� UP TO WOO —U ..I—WUP 1\ PTO WCO —vu vuP MIEN.MIN / UP TO WCO DC Ulif,l DOUBLE O � GR�UF'_RCCM SRn 2 © C\ O n00M O O w m O „5 �I,n I U E-F Cq O LOUFFI(! Ol01('I(II(1R ® N F PQs if D(",I O ^d 58 OVUP-. 4„W V01 UP O C>j Fr ,ly co Sr W UP- UP TO WC "C 'd U .... ,[ -LL ,-WUP d WUP Cal II WUP WUP „W 3„W i_ III ( 2W UP TO WCO UP TO WC W UP MEN P TO WOO �-+ Z E- MI l vuP vua)(U-- ao L 1,.1 155 E-. UCaZ ® ® z EE-- �00 o wp•,z 4'W U d I, WUP UP [ (J j �T�-� �C) `u P V i:7R I O ✓ `�-. UP TO WC UP TO WC Z O Q x atz UP TO WCO yY _3" \-UP TO WOO O W UP WUP h..I F+y VUP ®COFFMAN uPr°°°' ENGINEERS OHOLMAN RECOVERY FLOOR - UNDERGROUND SANITARY PLUMBING PLAN 1997 Park Lane SCALE: 1/8"= V-0" Burlington,WA 98233 ph 360.707.5656 a rn www.coffman.com GENERAL NOTES SHEET NOTE <C 1. REFER TO PLUMBING FIXTURE SCHEDULE D DRINKING FOUNTAIN BY CONTRACTOR, N FOR BRANCH WASTE AND VENT PIPING SIZES. D PROVIDE DISHWASHER DISCHARGE TO ADJACENT Cn SINK TAIL PIECE cc W s'2 ©PROVIDE INDIRECT DRAIN CONNECTION FROM ICE ~ ��� �+ MACHINE TO NEAREST FLOOR SINK. �L.� Cv. q co dwo III � E-�M rn o s Z --- IPTAKF � OPY/ y _ W coOFIC,� ',,-A IP ; ORA(_E Y I �. [WDN 101 32 : WDN `� VP VUP WDN WDN VDN- -.VDN WDN WDN- U WDN VUP UP TO WCO LO-1 Ms, �� .��r,.,,,�. V ON . �� WOO FS"1 WC WDN IFo-r ® E - _•�- o71-,Vv _ - W RECEPT JN wco —WDN - -W ON L3 wco vvCoHVDN - 2 _..lN DN W DNxi"iL �� FITNESSlow STD:. 1n nLz ., KIT"� N — o M v DN WG'F' V WOMI_A J',,�I r� r a1� rNDN --- .nr;�.�m SIT_ DOU:r71 -- 2NF0.7 3 UP T WC I V_DN ;. IV I 2 �1 143zv �voN® -FS-1 VDN # V O \ov4\ _ N EXANF6-13JJ MEDS WA) WN ONW NDN 3v 3N- 3"V 2 V HE fiR VDN VDN r, of wr'.S — F Ar a^vzv zw a.V ICY �0 vDN ti�5 g 1 2V — - �` t I I mv, s, '&'v ) ��.._- \ VUP _.� I— 'VDN VDN V ON ' �ier6ID 77 COUi„- qFN v DN W UP— — auu8� IV ON POUI'_fttiOM OF`ICc — BI AI = CRAP 1 !c;`M K o/1a/z a z v —i 2 V � 124 zv r CA +23 RY �R DOUBLE C UPI C ? N 4R WOMEN 3 El 47 -- w� o (TYP) LT _ -. L�.d� a- -�- // VDN .�..� TYP a :'` VDN O L 1 - _ _-VDN _ _ - �,.: . J / 2'V 2 V - _ 1 .� 04 N N wco �� -VON _ 2v 1 DOJE We a -� ^_-. WND��a UP.h. % �� _.. CAE_ WDN WDN - t,s" I 3 ;.�. > t Itl' WDN WDN z JI I � VUP W ON V UP O - - VDN-� -VDN i WDN � VUP rn UPTOWC VUP .y t- 6,'.OU? ROOM WOM h � rn 114 2 V IV WDN , TYP z 3,.� WDN CO 1NSFLOF, A VUP V up 1 c U _ r r OFF ICI _ D EXEC, v WDN WDN 11� III L 111 VUP WOO -- �'., .WUP CO VUP WOO _ "� WDN_/ j VDN_ -VDN _N WDN - DOIFLE I O \\ WNDN/ 1 I i ) L �7� C�2 V:J �1 l F WNDNGROUP ROOM" /6 / (; N OCO 1SELOR 3LLC`EICEL ��Iv U � U�V ON .3V I\ W � 4 �UP TO WC WN ON c,TYPI o J^ n, ,. WON VUP c,2 WNDN WDN W C,2 "WDN \__Wco ,r..x -- - w UP M co' VUP y., E.,.I A N -VDN VDwG L WDN Z.4m g L)Ho E-- 0 DN DN LP TO WC _VDN - F VON UO WO + O Z O /- UP TO WCO a -3 1,P TO WCo cp►. -VDN -VDN COFFMAN ' x ENGINEERS 1997 Park Lane G O HOLMAN RECOVERY FLOOR - SANITARY PLUMBING PLAN Burlington,WA98233 SCALE: 1/8•=V-B• ph 360.707.5656 Q-1 m www.coffman.com d a 0 CD a m� w A�� �w o TO DOMESTIC T l M TO MAKE-UP AIR UNIT WATER HEATERS �•/ (MAU-1,250 MBH) (DHW-1&2,300 MBH) C. v Ir--1 Z � wco 1-1/2"MPG 1-1/4"MPG 1"MPG 1"MPG GAS S a (800 MBH) (680 MBH) (530 MBH) (280 MBH) T k OLENOID VALVE `J WITH EMERGENCY GAS SHUT-OFF PRESS GAS c� PRESSURE 12E � � REGULATOR(TYP) m U -GAS METER BY GAS COMPANY.METER �Wy TO BE SIZED TO PROVIDE 1,100 MBH AT r� 2PSI.PIPE SIZING BASED UPON A TOTAL TO CHARBROILER TO FRYER TO xi DEVELOPED LENGTH OF 90 LF. (120 MBH) (150 MBH) RANGE/GRIDDLE/OVENS U (280 MBH) 1.1/2"MPG 1"MPG (1,100 MBH) (300 MBH) MI././20 i NATURAL GAS DIAGRAMSCALE:NTS N I N I fQ .N .N U O � Cat ko I p cd o W W o I U F Cat rn o .ti U � U •U � 'd FUcd �' CJ Wq� E-'Da�o Zarn W PG }'zE2 ca waz wo s� A"F)z 0 z a4z ®COFFMAN ENGINEERS 1997 Park Lane G Burlington,WA 98233 r __q U ph 360.707.5656 (]i rn www.coffman.com i H•--i FROM AIR VENT&FILL PORT W HANDLING UNIT OR / WALL AIR CONDITIONER / DRAIN PAN 2"MINIMUM V 1 CONNECTION rn co HARD TUBING FROM CQ LAVATORY Y CONDENSATE DRAIN I "A" 18 GAUGE ROUND OR ��SEE NOTE GALVANIZED STEEL C4 INSULATION(TYPICAL) + 0� Z ' ADJACENT 31NK SEE E NOTE 4 TRAP ASSEMBLYZ d' '----TIE-IN T02"SINK VENT CC12 RISER I W a AIR GAP FITTING �1 11111 COUPLING NOTES: CLEANOUT TEE - 1. DRAIN LINE SHALL BE INSULATED. ISOLATION VALVE -ACCESS COVER 2. DRAIN LINE SIZE SHALL BE EQUIPMENT MANUFACTURER'S ) 1 114"TAILPIECE MINIMUM DRAIN PAN CONNECTION SIZE BUT NOT LESS THAN 1"DIAMETER. BALANCE VALVE(TYR) W CHROME PLATED 3. TRAP DEPTH DIMENSION"A"SHALL BE THE MAXIMUM ESCUTCHEON POSSIBLE NEGATIVE PRESSURE IN THE UNIT AT THE CHECK VALVE 1 1l4 P TRAP TIE-IN T02"SINK DRAIN OUTLET(IN INCHES W.G.)PLUS ONE INCH.IF x FINISHED WALL WASTE RISER THE PRESSURE IS POSITIVE,"A"SHALL BE ONE INCH, U 4. TRAP DEPTH DIMENSION"B"SHALL BE HALF OF"A" I 04 PLUS ONE INCH IF OUTLET IS UNDER NEGATIVE PRESSURE.IF THE PRESSURE IS POSITIVE,"B"SHALL CLEANOUT PIPE BE THE MAXMUM POSSIBLE PRESSURE(IN INCHES W.G.) PLUS TWO INCHES. FLOW 4 04 B GCS CONDENSATE DRAIN ON FAN - 4 WALL CLEANOUT DETAIL (a)INDIRECT DRAIN DETAIL 2 COIL TRAP DETAIL HWC BALANCE VALVE DETAIL F� ► �� P3.1 SCALE:DETAIL P3.1 SCALE:DETAIL P3.1 SCALE:NTS P3.1 SCALE:NTS 10 /B/sD N I N 1 BALL VALVE (TYP) y PCW MAIN g HANGER ROD -HANGER ROD COUNTERSUNK U] 3 4" W/JAM NUT WI JAM NUT ��� SCREW ADJ.TOP AND PPP PRIME TIME 24 HOUR TIMER _ FRAME ELECTRONIC TRAP CLEVIS HANGER CLEVIS HANGER CLEANOUT COVER FINISHED FLOORIGRADE PRIMING ASSEMBLY, -MANUAL OVERRIDE = WI GASKET- SURFACE MOUNT-� 120V-+--, / 2A FUSE SWITCH/TEST BUTTON ANCHOR FLANGE I ti VACUUM BREAKER / —SOLENOID O ENOI SOLENOID VALVE FLOOR DRAIN STRAINER CERAMIC TILE AND —WATER SOURCE •.. SETRNG BED CONNECTION SLOPE TO DRAIN -PIPE INSULATION PIPE INSULATION- l� FINISHED FLOOR STRAINER CERAMIC a CUT TO PROTECTION SADDLE SUPPIPPER HALF OFWATERPR _ I O 2 7 PROTECTION SADDLE 'j MEMBRANE ( 1/2'PEX TUBING CALIBRATED MANIFOLD � .--OVERLAPPING O IT �� CONCRETE FLOOR CQ TO P-TRAPS(TlP) WITH 1/Y TUBE GALVANIZED SHEET GALVANIZED SHEET ( E 77 CONNECTIONS,SEE "��� METAL PROTECTION METAL PROTECTION O S' 1 n c SLAB �� PLANS FOR QUANTFFY. SHIELD SHIELD O U 1 ---- ° �"-�" SLEEVE de SEAL WATERTIGHT HIGH DENSITY 0J INSULATION INSERT- CLAMP PAN TIGHTLY PENETRATIONS THROUGH PROTECTION LOWER HALF OF U LEAD AND OAKUM INTO DRAIN COLLAR OR NEOPRENE GASKET FLOOR ) DSADDLE OUBLE THICKNESS PIPE •� DRAIN BODY POURED IN PLACE JACKET BOTTOM FLOOR INSULATION INSERTED FLOW _..._._.._..._.._...... __-.-`._._. _.... IN SADDLE CAVITY lytt LONG SWEEP TO FLOOR DRAIN/SINK P-TRAP DETAIL'N DETAIL'S' BEND G=a m SEE PLANS HOT PIPE 4"DIAMETER AND LARGER HOT PIPE UNDER 4"DIAMETER FORS ES w Ga (80°F 8 HIGHER) Z a co COLD PIPE ALL SIZES L) C PRIME-TIME ELECTRONIC TRAP � z 8 FLOOR DRAIN DETAIL Kf PRIMING ASSEMBLY DETAIL 6 TYPICAL PIPE HANGER - INSULATED PIPE 5 DRAIN CLEANOUT DETAIL x P3.1 SCALE:NTS P3.1 SCALE:NTS PLl SCALE:NTS P3.1 SCALE:NTS O A �tinO �z Q o� M ACOFFMAN ENGINEERS 1997 Park Lane 6 r-1 Burlington,WA 98233 ph 560.707.5656 y a D] www.coffman.com I--•i 02 o W ATMOS 6"AIR INTAKE ATMOS �cat 6"AIR INTAKE -314"140°KITCHEN HOT WATER SUPPLYOn to �V]1 1"GAS SUPPLY W W' LV " HEAT TRAP 27" -1-12"120'F TO BUILDING HOT WATER SUPPLY A Lry - DROP 314" TEMPERATURE CONTROL VALVE a O "POWERS"HYDROGUARDNMM431 CP-1 r l M - - SET T0120°F / FLUE,8"0 314" 11. _ ry]"a f TO TIME CLOCK ~J 3l4"GAS SUPPLY J. F�J-1 HWC DIELECTRIC 1 I l%1 4 f_l O INSULATING � '�—� 12 KITCHEN HWC WATERWAY CM) A.S.M.E.TEMP-PRESSURE CP-2 RELIEFVALVE v BALANCING ^� TO TIME CLOCK HEAT TRAP HO O TEMPERATURE VALVE t t 314"HWC FITTINGS SEISMIC RESTRAINT INDICATOR MP,' GAS SET TO COCK FULL SIZE DRAIN TO I I 3/4"BUILDING HIMHIM [..� FLOOR DRAIN U DIRT LEG SET TO W VENT CONDENSATE 140°F SHUTOFF VALVE(TYPICAL) 140°F 2-12"COLD WATER SUPPLY �iE+ NEUTRALIZING TUBE"JM �+ SERIES" HOSE END DRAIN _ _ __� U OR HOSE BIBB a' WC E%PANSION TANK u �i PVC PIPE TO THERMA-TROL DRAIN)TYP) AIR GAP D� ST-60.0 FLOOR DRAIN 6"MINIMUM - HOUSEKEEPING PAD NOTE:INSTALL ALL SENSORS AND DEVICES FURNISHED BY MANUFACTURE ° B pr F� 441 �x GAS WATER HEATER PIPING DETAIL P32 SCALE:NTS 10/8/20 w a m m U C\2 LO O C\2 h- .4 O W GO O U E4 CV Cn o ^0 0 •cl ^C U Ix on E—i ZOO �ZF r/] W00 A2 H Owe U A �55Z O 'oz —i COFFMAN ENGINEERS 1997 Park Lane c4 Burlington,WA 98233 ph 360.707.5656 W QI U1 www.coffman.com CITY OF ARLINGTON CERTIFICATE OF OCCUPANCY INTERNATIONAL BUILDING CODE SECTION 111 NOTE: THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 16415 SMOKEY POINT BLVD. Building Permit Number 3356 Name &Address of Owner Occupant Load Number of Stories GRANDVIEW NORTH, LLC IBC I-1 6,574: 33 PERSONS / B &A-2 7,642: 205 PERSONS 1 P.O. BOX 159 Type of Construction/Sprinkler System Required 1 Use ARLINGTON,WA 98223 VB /YES INSTITUTIONAL THE STRUCTURE HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE FOR GROUP I-1/ B / A-2 OCCUPANCY ISSUED: January 20, 2022 BY BUILDING OFFICIAL NOTICE t/ TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: n-AM ❑ PM DATE: JOB ADDRESS: f 1' , J h.l'i LOT#: PROJECT: 1 . 6 I `t-c i)Q) TYPE OF INSPECTION: (1 J I-t JWI_ , V OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION i THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR UATL GAT Y 0,, •®• 0 PLANNING 0 CIVIL n sini.D,rvc CITY OF ARLINGTON ' „�� NOTICE V1,1_4 TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY FfAPPROVED PERMIT#.t)I— CAM ❑ PM DATE:j j-j j JOB ADDRESS: ' A.,i �'i i � l i. � � LOT#: PROJECT: TYPE OF INSPECTION: ► .?t}. I L, OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 IwsF>rcl0R — DATE 0 PLANNING Cl CIVIL 71 BUILDING CITY OF ARLINGTON V NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 7 APPROVED PERMIT#: AM DATE: J Ile-j JOB ADDRESS: I G t{1 5- SK L LOT if- PROJECT: TYPE OF INSPECTION: p1� OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE PLANNING O CIVIL 73 BII11,u1NG CITY OF ARLINGTON '� • NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL 0 CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: AM ClPM DATE: JOB ADDRESS: ! LOT#: PROJECT: - TYPE OF INSPECTION: '- OTHER: \ ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE p PLANNING p CIVIL M BUILDING CITY OF ARLINGTON N CITY O ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT Permit#:3356 16415 Smokey Point Blvd PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#:31052800201500 Valuation: 1421600.00 OWNER APPLICANT CONTRACTOR RGB LLC Grandview North,LLC GRANDVIEW NORTH LLC 220 146TH PLACE SE PO Box 159 PO BOX 159 MILL CREEK,WA 98012 Arlington,WA 98223 ARLINGTON,WA 98223 360-435-717 360-435-7171 LIC:GRANDNLOOKP EXP:07/02/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LTC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 1 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: 1-1 BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the Basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX-NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. b0 3 la -1 ;)14 2-0 ' Signature Print Name Date Released By D e CONDITIONS ADHERE TO APPROVED PLANS.APPROVED PLANS TO BE ONSITE FOR CONSTRUCTION AND INSPECTIONS. CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/03/2020 Building Permit Fee $10,771.32 12/03/2020 Traffic Mitigation-City $26,840.00 12/03/2020 Processing/Technology Fee $25.00 12/03/2020 State Surcharge-Commercial $25.00 12/03/2020 Building Plan Review Fee $7,001.36 Total Due: $44,662.68 Total Payment: $0.00 Balance Due: $44,662.68 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon a CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#: 3356 16415 Smokey Point Blvd PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 31052800201500 Valuation: 1421600.00 OWNER APPLICANT CONTRACTOR RGB LLC Grandview North,LLC GRANDVIEW NORTH LLC 220 146TH PLACE SE PO Box 159 PO BOX 159 MILL CREEK,WA 98012 Arlington,WA 98223 ARLINGTON,WA 98223 360-435-717 360-435-7171 LIC:GRANDNLO13KP EXP:07/02/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 1 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: I-1 BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By Date CONDITIONS ADHERE TO APPROVED PLANS.APPROVED PLANS TO BE ONSITE FOR CONSTRUCTION AND INSPECTIONS. CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/03/2020 Building Permit Fee $10,771.32 12/03/2020 Traffic Mitigation-City $26,840.00 12/03/2020 Processing/Technology Fee $25.00 12/03/2020 State Surcharge-Commercial $25.00 12/03/2020 Building Plan Review Fee $7,001.36 Total Due: $44,662.68 Total Payment: $0.00 Balance Due: $44,662.68 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit#: 3356 Permit Date: 07/31/20 Permit Type: COMMERCIAL BUILDING Project Name: Holman Recovery Center Applicant Name: Grandview North, LLC Applicant Address: PO Box 159 Applicant, City, State, Zip: Arlington,WA 98223 Contact: Debbie Whitis Phone: 360-435-717 Email: debbie@grandviewinc.net Scope of Work: New rehabilitation center Valuation: 1421600.00 Square Feet: 14216 Number of Stories: 1 Construction Type: VB Occupancy Group: I-1; Institutional ID Code: Permit Issued: 12/07/2020 Permit Expires: 06/05/2021 Form Permit Type: Status: LASERFICHE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052800201500 16415 SMOKEY POINT GRANDVIEW 230 COMMERCIAL BLVD NORTH LLC /SERVICES Contractors Contractor Primary Contact Phone Address Contractor Type License License# GRANDVIEW NORTH SCOTT 360-435-7171 PO BOX 159 CONSTRUCTION COA 601 858 917 LLC WAMMACK CONTRACTOR GRANDVIEW NORTH SCOTT 360-435-7171 PO BOX 159 CONSTRUCTION Labor& GRANDNLO13KP LLC WAMMACK CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 07/16/2021 C20.BUILDING INSULATION 07/19/2021 07/16/2021 BUILDING Approved FINAL 06/17/2021 C06.RATED FIRE WALL 06/18/2021 06/17/2021 BUILDING Not ASSEMBLY Completed 12/14/2020 C20.BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 07/31/2020 COMMERCIAL BUILDING BUILDING Fees Fee Description Notes Amount Building Permit Table 4-1 $10,771.32 Traffic Mitigation-SF Single Family $26,840.00 Processing/Technology $25.00 State Surcharge-Commercial Commercial Only $25.00 Building Plan Review Table 4-2 $7,001.36 Total $44,662.68 Attached Letters Date Letter Description 07/31/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 12/07/2020 Grandview North LLC Check#10191 Kristin Foster $44,662.68 Outstanding Balance $0.00 Notes Date Note Created By: 05/12/2021 Inspections by Kevin Launa Black 11/02/2020 Received a revised submittal on 10/23/2020 but only received one set.Emailed Debbie for Kristin Foster second set. 07/31/2020 Are the units considered dwelling units for the sake of the State Surcharge? Kristin Foster Uploaded Files Date File Name 01/27/2022 10616437-3356 Approved Plans.pdf 01/21/2022 10557607-3356 C of O 2015 1.20.2022.pdf 09/23/2021 9752961-3356 IC 12.14.2020 Footin9,pdf 09/23/2021 9752962-3356 IC 12.21.20.pdf 09/23/2021 9752963-3356 IC 1.19.2021.pdf 09/23/2021 9752964-3356 IC 3.10.2021 shearwall.pdf 12/07/2020 7803496-3356 Issued Permit.pdf 07/31/2020 7072494-Recovery Center Commercial Application Packet_1MBp6 JmLtgTGH.pdf 07/31/2020 7072495-Recovery Center Structural Plan-JEI Permit Set 7-1-20.pdf 07/31/2020 7072496-Recovery Center Application.pdf 07/31/2020 7072497-Recovery Center Architectual Holman Recovery Center applied.pdf COMMERCIAL APPLICATION y�l�N PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223- Phone(360) 403-3551 The following minimum Information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the Information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. ❑ One (1) City of Arlington Commercial/Multi-Family Permit Application (One (1) permit application per building or structure is required) One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Two (2) Architectural Drawings Two (2) Structural Drawings ® Two (2) Structural Calculations ❑ One (1) Project Specification Manuals(if applicable) One (1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms ❑ One (1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS An Intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by email to cedC�arlingtonwa.gov. I acknowledge that all Items designated above are Included as part of this application. REV 11/2019 Page 1 of 9 COMMERCIAL APPLICATION 4\ PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE S. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code (IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 Uniform Plumbing Code(UPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2017 Accessible&Usable Buildings and Facilities(ICC/A117.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 110 miles per hour(Exposure B) Ground Snow Load: 25 pounds per square foot Seismic Zone: D1 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2& IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line,or other professional media.Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 11/2019 Page 2 of 9 CA Q COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. SITE PLAN- REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer, gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. ARCHITECTURAL DRAWINGS 1. ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation (show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1 Design Professional in Responsible Charge 2 Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2 ❑ Floor Plan a) Plan view 1/8"minimum scale.Details a minimum Y4-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. REV 11/2019 Page 3 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 j) Show the location of all new walls,doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors, windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 118°minimum scale.Details a minimum %-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. Framing Plan a) Specify the size,spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run,landings, headroom,handrail and guardrail dimensions. 5 ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. WASHINGTON STATE ENERGY CODE 1.One (1) completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 11/2019 Page 4 of 9 COMMERCIAL APPLICATION ,�c, PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately.Mechanical,electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be Issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 11/2019 Page 5 of 9 Gt�Y �fi COMMERCIAL APPLICATION 'to, o� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name ofProject:Holman Recovery Center Valuation: 1,421,600.00 Project Address: 16415 Smokey Point Blvd Arlington, WA 98223 Parcel ID#: 31052800201500 Legal Description 7 AC OF S 528FTOF NW1/4 LESS CO RD LESS Owner: Grandview North LLC Phone Number: 360-435-7171 Address: PO BOX 159 City:Arlington State:WA Zip Code:98223 Engineer:Glenn Wells Phone Number: 360-652-4553 Cell Phone: E-mail: glennwellsarchitectCa amail.com 324 West Bay Dr Suite 102 OI m is 98223 Address: Y Ciry: Y p� State:WA Zip Code: General Contractor:Grandview North, LLC Phone Number:360-435-7171 Cell Phone: 425-359-5630 E-mail: gv@graandviewinc.net Address:PO BOX 159 City:Arlington State: WA Zip Code: 98223 Contractor's License Number:GRAN DN L013KP Expiration:7/13/2021 Contact Person: Debbie Whitis Phone Number: 360-435-7171 Cell Phone: 360-435-7171 E-mail: debbie@grandviewinc.net Address: PO BOX 159 City:Arlington State: VVA Zip Code: 98223 Proposed Scope of Work:14,000 sf single story building with a 32 bed recovery center and associated parking REV 11/2019 Page 6 of 9 COMMERCIAL APPLICATION ''��•i.�; PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 Project Name/Tenant Holman Recovery Center Site Address16415 Smokey Point Blvd Bldg/Unit/Suite IBC Construction Type VB IBC Occupancy Type B/A-2 R-1 Description of Use 32 bed rehabilitation center Building Square Footage 14,216 Number of Stories 1 Square Footage Per Floor14,216 Will there be any installation, modification or removal of the following? (Check all that apply) (� Automatic fire extinguishing systems ❑ Compressed gas systems 2 Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks,piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure, tents (>200sq ft)or canopies (>400 sq ft) Provide details on any of the above checked items: defer the sprinkler permit until later date Installation,changes,modifications or removal of any of the above may require additional submittals, Information, or permits during the plan review or construction process. Statement of Special Inspection REV 11/2019 Page 7 of 9 GtV Y o COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 Name of Project: Project Address: Special Inspection Firm: Address: Contact Person: Phone: Email. Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items.Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report wi II indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports, on site,for review REV 11/2019 Page 8 of 9 COMMERCIAL APPLICATION 'WING PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections.No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: Date I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. i �eGd4:e�liitr:�2 Applicants Signature Print Applicants Name Date FOR STAFF USE ONLY Received Permit# Accepted By Amount Received Receipt# Date IAM,&iv M REV 11/2019 Page 9 of 9 N 3 RM R Y o'� N Tr R 1 58- m-N.110NIVERTir" l-PPOIENTIJ Bb--ejVD AR-LiENCIETIJON, WA 9 8 22 3 ARCHITECTURAL SYMBOLS PARTIAL ABBREVIATION LIST STANDARD MOUNTING HEIGHTS & NOTES DRAWING INDEX BUILDING CODE & PROJECT INFORMATION AB ANCHOR BOLT HOR HORIZONTAL GENERAL AD AREA DRAIN HB. HOSE BIB A.F.F. ABOVE FINISHED FLOOR INSULATED GLASS I BACK WALL AO.0 COVER BUILDING SECTION SYMBOL ALUM. ALUMINUM IGL. BUILDING AREA: 14,216 S.F. ACT ACOUSTICAL CEILING TILE INSUL. NSULATION a o J 1 15" IS" CONTROL BACK ARCHITECTURAL I-1 CONDITION 1 LOC. LOCATION s WALL 15"MAX. WALL 2T MAX. Al.ID FLOOR PLAN BA BRONZE ANODIZED a a m MAX.MAX. ALCOHOL&DRUG BM BEAM MAT. MATERIAL A2.0 ROOF PLAN TREATMENT CENTER AREA: 6,574 S.F. (33 PERSONS) MB MACHINE BOLT j/ WALL SECTION SYMBOL C CARPET MTL METAL 36" Y a A3.O BUILDING ELEVATIONS B/A-2 AREA: 7,642 S.F. (205 PERSONS) CLO CLOSET s CONTROL = A4.0 BUILDING SECTIONS CMU CONCRETE MASONRY UNITS NO NEAR SIDE s WALL AS.ID= DETAILS BUILDING HEIGHT: 15'-2" CONC. CONCRETE OC ON CENTER ---- A6.0 ADA TYPE-A NOTES FIRE SPRINKLER: I-1/B/A-2 OCC. = NFPA 13 CONN. CONNECTION 46"MIN. A6.1 ADA TYPE-B NOTES N CONT. CONTINUOUS P PAINT FIRE ALARM: YES (p NORTH ARROW CL CENTER LINE P.LAM. PLASTIC LAMINATE W A6.2 1-HOUR DETAILS CL'G CEILING PL. PLATE ATO WINDOW AND DOOR SCHEDULES OCCUPANCY: B/A-2/I-1 CONDITION 1 PS PANIC SWITCH TRANSFER-TYPE CONTROL IN LOCON OF A8.0 EXITING PLAN TOTAL OCCUPANT LOAD: 238 PERSONS DBL. DOUBLE PT PRESSURE TREATED SHOWER COMPARTMENT TRANSFER-TYPE SHOWER SHOWEATIR SPRAY UNIT DF DRINKING FOUNTAIN PWD PLYWOOD TYPE OF CONSTRUCTION: VB A DET. DETAIL S STAIN 39"-4I" II 1/4" 11/2" DeB INTERIOR ELEVATION SYMBOL CODE: 2015IBC SS STAINLESS STEEL 36"MIN.EA. EACH S/S SERVICE SINK PARTITION 36 INCHES MINIMUM c E.W. ELEVATION 12"MAX. imh�� LLWEN WALL SPACE 24"MIN. F SC SOLID CORE E.W. EACH WAY SHT. SHEET PERMITS 4 C Q e EXT'R EXTERIOR SF SQUARE FOOT 6"MIN. _ TRANSFER DETAIL SYMBOL s _ s�z FF FACTORY FINISH SECTIgJ bm4.4 - SIDE E T TEMPERED GLASS �„�, ' CODE ANALYSIS F.O.F FACE OF FOUNDATION u, 7 = a �I WINDOW NUMBER F.O.S. FACE OF STUD TYP TOP CAL NGUE AND GROOVE = a I-1 ALLOWABLE = 18,000 S.F. F.H. FIRE HYDRANT TCL TEMPERED INSULATED GLASS Fs FAR SIDE ACTUAL = 6,574 S.F. < 18,000 S.F., OK 202 DOOR NUMBER FD FLOOR DRAIN U.N.O. UNLESS NOTED OTHERWISE ELEVATION B ALLOWABLE = 36,IDIDID S.F. TOILET COMPARTMENT SIDE WALL GRAB BAR REAR WALL GRAB BAR BELOW GRAB BAR OFFICE GA. GAUGE VERT. VERTICAL ACTUAL = 6,022 S.F. < 36,000 S.F., OK 202 ROOM NAME&NUMBER cLE GLUE LAM BEAM TOE CLEARANCE FOR WATER CLOSET FOR WATER CLOSET DISPENSER LOCATION PASS-THRU GWB GYPSUM WALL BOARD WD WOOD A-2 ALLOWABLE - 24,000 S.F. HT HEIGHT WWF WELDED WIRE FABRIC ACTUAL - 1,620 S.F. < 36,000 S.F., OK HM HOLLOW METAL 12"MIN. 12"MIN. 12"MIN. II"MIN. m $ VICINITY MAP � ❑❑❑ o wry M TREADS AND RISERS TOP AND BOTTOM TOP HANDRAIL z i i FOR ACCESSIBLE STAIRWAYS HANDRAIL EXTENSIONS AT RAMPS EXTENSIONS AT STAIRS - 81eem-w - 3 1/2"MAX. 5"MAX. 15"MIN. d " �ITE r r a \ � DEFERRED SUBMITTALS L---I ELECTRICAL FRE ALARM SYSTEM W PARALLELAPPROACH a FORNFIND AppgOACN NOTE: FIRE SPRINKLER SYSTEM THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS FIRE CAULKING SYSTEM DRINKING FOUNTAIN SPOUT LOCATION THAT IN MY PROFESSIONAL JUDGMENT ARE APPROPRIATE TO SATISFY PLUMBING THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090 MECHANICAL a CIVIL STRUCTURAL ARCHITECT OWNER z CASCADE SURVEYING & ]arnotEngineering, Inc. A.I.A. GRANDVIEW NORTH LLC ENGINEERING, INC. P.O.Box 704 GLENN C WELLS , P.O. BOX 326 Monroe,WA 98272 P.O. WEST BAY DRIVE SUITE 102 OLYMPIA, WA 98502 P.O. BOX 159 $ ARLINGTON, WASHINGTON 98223 Ph.(360)863-1831 ARCHITECT TEL (360) 352-4553 ARLINGTON, WA 98223 (360) 435-5551 Fax(360)863-1481 3 v MECHANICAL ELECTRICAL LANDSCAPE GENERAL CONTRACTOR 3 COFFMAN ENGINEERS, INC. T.B.D. N.A. GRANDVIEW NORTH LLC 1997 PARK LANE P.O. BOX 159 v BURLINGTON, WASHINGTON 98233 ARLINGTON, WA 98223 (360) 707-5656 C A4.0 222'-4" Fi • CV 0 4'-0" 4'-0" 9'-6" 4'-0" 4'-0" 3'4. 4'-0" 2'4" 3'4" 8'-8" 3'4" 264" 3'-b" 5'-0" 5'-0" 3'4" 3'-4" 3'4" 5'-0" 5'-0" 3'-6" 3'4" 5'-ll 1/2" 5'-0" 13'-10" 5'-0" 5'-T" 5'-0" 14'-11" 5'-0. 6'-6" 5'-0" 14'-8" 5'-0" 3'-61/2' 0 W OUTD OR AT[1 co a o � aFAI M m ® ® V E-. pa A-2 OCCUPANCY Z DINING HALL e a REC.AREA e M 0 W M B 9 69 PERSONS _ a © © UNTE UNTER F 1 PERSON 1 PERSON _ N NTAKE I COPY/ e l32 A = e e OFFICE FILES = 131E CHAIR STORAGE a Hill 4.0 .E". e © ml D2 e V. 32 13 U © IOl - 4:, = 139 ❑D ❑D ❑D ❑D ❑D ❑D .'12'-10 3/4'101 12 5 102 0 8'-4�� l'-0 3/4" 12'4' 5'b Y' -0' O O O O OWO RECEPTION PERSON= mT Fw HcLR 9LE • 2e/4" 8'6" ME D VERIFY KITCHEN 9 WES > SING_il� A5.0o S GU1 ENU MEN WOMEN WO 111/a"D' FITN 5' 93 5" 11'-9" 3 T-11"3 II'-9" ll'-9" TPEPATIENT EMPLOYEE= _ P _ p 33 UA ELEG.RM STOR. BREAK RM" KIT HEN 0 EN m WOMEN WO MENCOLLECTION " = m Ks PERSONSLE o DOUBLE DOUBLE DOUBLE DOUBLE -OS ❑ 109 m n 30 _ p0 O Z 42 43 44U3 a(AMMEDS. �., 1 PERSON 11 PERSONS MI ROW 2 PERSONS F u PER 0 ' IO RE14 PERSONS MEDS.WAIT FD FD FD FD FD FD o 110 III HOOD 133 OOM 0 K p m5 I29 UTILITY CLOSET a B-OCCUPANCY a CORRIDOR AS.UD m5 e4010'-4IR" l'-6 /4"� u V-0 3/4" 5'-Im" 6-6 1/4" u u - OCCUPANCY50 FD FD FD Q A4.0 DF 126 12l 128 ®03 104+a� soN24N125 4,C UNS. STORAGE ANGTUARY CLR LIBRARY I � cm 6STATION` DOME � uD11E 7-1 PER 105" 9'II" II'101/4 6'-0" 5 II/2 II = s _❑ ❑_ 20 PERSONS S. COUNSELOR GROUP ROOM OFFICE M.N.C z PERSONS 40 - X = 124 „m ICE CRAFT ROOM W LAUNDRY a LR. MONITORS WOMEN WOMEN DOUBLE D0 y I13 2 - 2l 36 _ 126 1 PERSON I28 I35 I W 2 P soNs 20 3� 146 I4l I48 145 - _ O a 1 PERSON SOLARIUM 150APERSON PERSONS O O 369 E AEN MEN 5 6 l 8 .r I DOU E_ O- WOMEN 104 = m 2 PERSONS m3 ' ^ 3 CLINIC SUPER a GARDE o ❑DI 56122 4.0 O-5T3-I4'-0' 3'-2" FD Tv20 PERSONS v GROUP ROOM23 6 IRONl'b„ 14'-2 I!2" A 5'-m" 6'-6" 5'-0" 14'-8" C�2 z a � COUNSELOR CORRIDOR O 2I PERSON PERSONS r w/�ATET _ A40 U U EXECUTIVE O _ OFFICE IIS DIRECTOR �_ ❑A e x 0 = (� e - F 115 7121 ❑ _ FOLDING pE _ PD a 50UND WALL MEN Tv TV _ n o DOUBLE DOUBLE w N 18'-4 3/4" 8'-m 3/4' 6'-0" 8'-4 1/4" I6'-2 I/4" e - 152 I 5l - - '� U CLR 20 PERSONS 4) 111 116 120 119 18 PERSONS O I O © 9 o GROUP ROOM GROUP ROOM A5.0 a 116 PERSON 1 FEES 12m ❑q e MEN I I MEN COUNSELOR COUNSELOR DOUBLE I u I DOUBLE O x �IITGE OFFICE x ® e o p - 53 I I 58 _ ❑D c (Z+' e ,9 a M 3 l 18 ON PD FD TVO ,EZ WOG e iLl ❑A © E © ❑A e 0 Vq :� $ 0 NOTE: CZ)A\ 5EE SHEETS A6.0 AND A6.1 FOR ro � 7.E :: ❑ ❑ - I e ENLARGED RESTROOM PLANS - ��"�o g i® O 6' yME MEN Ny C (x/] PC PC UBL F•�I 0 x Qi 4'-0" 3'_4" 1'-1'4'-0" 6'-3" 5'-0" 6'-6" D 59 D O W O _ = 54 $ _ TOTAL FLOOR S.F. = 14,745 S.F. 4 I ® a a O �T R-1 OCCUPANT LOAD = 33 PERSONS = Ib'-8" I 6'-0" I6'-8" _ pk z p F B/A-2 OCCUPANT LOAD = 205 PERSONS CLR. z V MEFLOOR PLAN TV sNGLE PD PD sNCEsLE TV 0` SCALE: 1/8"=L-0" 16�D +� 0 154 0� o e � x � �9 O d,I61 :o o a a � v T-1 E3,- T-1 � rn 1'-b" 6" 0 8'-0" 14'-6" 19'-9" 15'-6" IT'-9" -W. I" 62'-10" 3 C VENTILATION CALCULATIONS AREA 8: 1,322 SF/300 = 4.41 SF VENT AREA EAVE VENT: 36 LF X 2 X 5"/SF= 360/144= 2.5 VENT AREA J� AREA 1: 1,240 SF/300 = 4.1 SF VENT AREA RIDGE VENT: 2.5/.5 SF VENT AREA= 5 ROOF VENTS ❑ EAVE VENT: 62 LF X 2 X 5"/SF= 620/144 = 4.33 SF VENT 2.5 + 2.5= 5 SF VENTING>4.41 ON 1�1 ROOF VENTS: 2/.5 SF VENT AREA = 4 ROOF VENTS 2 + 4.33 = 6.33 SF VENTING >4.1 SF ON AREA 9: 970 SF/300 - 3.23 SF VENT AREA 1 EAVE VENT: 26 LF X 2 X 5"/SF= 260/144- 1.8 VENT AREA �V ~ I p AREA 2: 1,240 SF/300 - 4.1 SF VENT AREA RIDGE VENT: 2/.5 SF VENT AREA = 4 ROOF VENTS W AREA T EAVE VENT: 62 LF X 2 X 5"/SF= 620/144 - 4.33 SF VENT 1.8+ 2 = 3.8 SF VENTING >323 OK rFr N 114 SF, ROOF VENTS: 2/.5 SF VENT AREA = 4 ROOF VENTS O" 2 + 4.33 = 6.33 SF VENTING >4.1 SF ON AREA 10: 1,036 SF/300 = 3.45 SF VENT AREA a co ko 1 p EAVE VENT: 28 LF X 2 X 5"/SF= 280/144= 1.94 VENT AREAko AREA 3: 1,152 SF/300 = 3.8 SF VENT AREA RIDGE VENT: 2/.5 SF VENT AREA = 4 ROOF VENTS M EAVE VENT: 28 LF X 2 X 5"/SF= 280/144 = 2 SF VENT 1.94+ 2 = 3.94 SF VENTING>3.45 ON ❑ ROOF VENTS: 2/.5 SF VENT AREA = 4 ROOF VENTS L] 2 + 2 SF= 4 VENTING > 3.8 SF OK AREA 11: 1,258 SF/300 = 4.19 SF VENT AREA .M-. EAVE VENT: 34 LF X 2 X 5"/SF- 340/144- 2.36 VENT AREA C, O AREA 4: 1,209 SF/300 = 4 SF VENT AREA RIDGE VENT: 2.5/.5 SF VENT AREA- 5 ROOF VENTS EAVE VENT: 62 LF X 2 X 5"/SF- 620/144 - 4.3 SF VENT 2.36 + 2.5 - 4.86 SF VENTING>4.19 ON `/ E+'J•� ROOF VENTS: 2/.5 SF VENT AREA - 4 ROOF VENTS W C ❑ 4.3+ 2 SF- 6.3 VENTING> 4 SF OR AREA 12: 1,104 SF/300 = 3.86 SF VENT AREA EAVE VENT: 39 LF X 2 X 5"/SF= 390/144= 2.7 VENT AREA AREA 5: 1,209 SF/300 = 4 SF VENT AREA RIDGE VENT: 2/.5 SF VENT AREA = 4 ROOF VENTS ~J' EAVE VENT: 62 LF X 2 X 5"/SF= 620/144 = 4.3 SF VENT 2.7 + 2 = 4.7 SF VENTING>3.86 ON FW M ROOF VENTS: 2/.5 SF VENT AREA = 4 ROOF VENTS 5L/10PE ❑ SLOPE 2 5/12 4.3 + 2 SF= 6.3 VENTING> 4 SF OR AREA 13: 1,344 SF/300 = 4.48 SF VENT AREA a A4.0 EAVE VENT: 45 LF X 2 X 5"/SF- 450/144- 3.13 VENT AREA AREA AREA 6: 451 SF /300 = 1.5 SF VENT AREA RIDGE VENT: 2.5/.5 SF VENT AREA- 5 ROOF VENTS 8 VJ 1,33E 5F. EAVE VENT: 21 LF X 2 X 5"/SF- 210/144= 1.5 SF VENT 3.13+ 2.5- 5.63 SF VENTING >4.48 ON ROOF VENTS: 15 VENT AREA= 2 ROOF VENTS 1.5 + 1 SF 2.2.5 VENTING> 1.5 SF OK AREA 14: 1,008 SF/300 = 3.36 SF VENT AREA 1 ❑ EAVE VENT: 34 LF X 2 X 5"/SF= 340/144= 2.36 VENT AREA U I AREA 7: 714 SF/300 - 2.38 SF VENT AREA RIDGE VENT: 2/.5 SF VENT AREA = 4 ROOF VENTS W EAVE VENT: 32 LF X 2 X 5"/SF= 320/144 = 2.22 VENT AREAt 2.36 + 2 = 4.36 SF VENTING >3.36 OKVENTED HARDIE SOFFIT TYP. RIDGE VENT: 1.5/.5 SF VENT AREA = 3 ROOF VENTS El 2.22 + 1.5 = 3.72 SF VENTING >2.38. OK xi ❑ VENTED HARDIE SOFFIT TYP. G 2'-0„TYP. m ❑ AREA 12 I 1,104 SF. Now N '^O "'1N ❑ AREA 3 AREA 2 N AREA I AREA II AREA 10 AREA3 ° ❑ 5/12 5/12 ❑ ° 1158 SF. Ip36 SF. 1,15E Sr.SF I)40 SF. I$40 SF. OLLNER'S OPTION: wo OPE SLO Co0N1.RIDGE VENT ❑ p 1 Sr.OF VENTS s p ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ .o D A4.0 qgu..��� A4.0 ND N'k 1 \�I N DRAFTSTOF ❑ [ILI I m O A20 W .N O ❑ U B F ❑ C 2 A4.0 A4.0 y 5{ ❑ e ❑ - O 5/12 AREA 13 5/12 1 o SLOPE 1,344 SF, SLOPE_ AREA 4 A F r� ❑ 1,203 SF, A4.0 O H ❑ d U v ° d AREA 14 ❑ CONTINUOUS GUTTER CO i.i ,Sy 1,008 SF. 'd 'd U 0 I/2"GDX N DRAFT 5T0P ° 5/IE 3 2'-0"TYP. SLOPE ❑ SLOPE o a ❑ Z�� W ° z z SLOPE SLOPE E AEA 5 o--i e u 1 1109 SF. a C.7 z Ell a O aW'+ o ° DRAFTSTOP DETAIL E- v ❑ AREA 6 O SCALE: 1"=V-0" O�r� 451 .r ig DOWNSPOUT +� (TYP.,38 LOC.) 3 N NOTE: 1�I ❑ I. NO MECH.UNITS ALLOMD IN ATTIC 0 SPACE 2. SPKLEREEADS NOT R THAN HEODAUST /NS ROOF PLAN ATTIC SPACE PER DRAFT STOP LAYOUT SCALE: 1/8"=1'-0" d APPROVAL FROM BUILDING OFFICIAL. d v5/12 2 y c SLOPE SLO5P/1E E E E u_ 3 12 5� Fi IGL El GL E �V W rE-i CV O 5 2 M M M dl'-0"TO �9'-0"TOP PLATE P PLATE W a. L] M IGL IGL TIGL IGL IGL IGL K.L KaL 0 ' ` Ga m IGL W11T__11 IGL KaL IGL — v F M a" o V1 1� 11 1� 11 1� 11 �� 11 1� 11 1� 11 1� 11 1� 11 1� 11 1� 11 1� 11 1� 11 1� 11 1� 11 11 11 11 11 1� 11 1� 11 1� 11 1� 11 1� 11 1� 11 1 m TFLE 11 11 11 nmi 11 1� w +0'-0"IST FF. +0'-0"IST FR 1F-1 --- ---------------- - - - ---------------- d' W M NORTH ELEVATION SCALE: 1/8„=1'-e" E U W E �x U a d p 5 L 512 3� YYYYYYY �3 GLASS SOLARNIUM _ wo KaL KaL IGL Ml � TILL § IGL IGLIGL IGL L IGL IGL —————————————————————————— —----—--————————————————————————————————————————————— ——————— ——_ —I————————I——] N I H EAST COURTYARD ELEVATION EAST ELEVATION SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" m m m ..r 12 5 U v vl IGL IGL 512 m o O i� a 1 u 1 5 12 1 L A5.0 p -W-0"TOP PLATE TOP PLATE O "d 0 IGL KaL TIGL IGL E D 9! IGL IGL GL TMIGL TILL (� o\ " IGL IGL K.L IGL r:+O'-O"15T FF. U ___________ __________ _______ _ GLA55 SOLARIUM 2 SOUTH ELEVATION Aco w 40, SCALE: 1/8'-1' 0" Z W zo v 5� Z y.zE" 0 u CEDAR SHINGLES O �+"7Z' j IGL IGL E CLASS C O W COMPOSITION •� ROOFING W W O W zoo $ 8"FASCIA O F �z a3i HARDI-PLANK SIDING � ►QI.�y�CID II I ❑❑ IGL IGL IGL IGL W i, IGL IGL IGL K.L IGL +� N IGL TIGL TIGL TIGL TIGL _ HARDE BOARD Ell IGL IGL IGL IGL 3 SIDING w/BATTENS IFTIMM - ---------------- ---- -------_--_----- --------------------------- T---------------------- -----------L--L--- d v d WEST ELEVATION WEST COURTYARD ELEVATION o SCALE: 1/8"=1'-0" SCALE: 1/8"=V-0" u_ 3 r-i w E c ---- - - - - - - - - - - - - - - ----3-- ---- - - - - - - - m 7 M m M u� TOPPLATE _�__�__�____ _____�_____�_____�__�__�__�__�__�__ __ __ __ __ __ __ __ __ __ __ __ __ __ __ _ __ __ __ __ __ _____ __ __ __ __ __ __ __ __ __ __�' _�__�__�_�_ _ __ _____ _�_�_�_�_�_�_ _ _�_�_ _ _ __ _ __ _ _ _ _ _ _ __ __ ______ ____.______________�_-_�_________�_ ."•� re O I s E- M O Wm M OBUILDING SECTION CONTR4GTOR5 OPTION: CONT.RIDGE VENTS OR MEGH.VENTS w E 12 COMP,ROOF OVER 30-FELT z 5 OVER 1/2"COX(APPLY PER U HEIGHT OF BUILDING MANUF.DIRECTIONS) PRE-ENGINEERED TRUSSES ®24"O.C. R-49 5LOUA4-IN INSUL. `•. +11'-0"TOP PLATEQQQ QQ -_-------- �--------------''•�. I NON-RATED CEILING ti3 wo GLASS SOLARIUM e BY MANUFACTURER 0 N 4"SLAB ON GRADE c� w/UUM .0'-0"15T FF. +0'-0"15T FF. I"o SLOPE _ 2"e SLOPE_ may_ m II m -i n �r-���-m- m •.r OBUILDING SECTION SCALE: 1/4"=1'-0" •� 2 U �n m r o O Z CONTRACTORS OPTION:'qY' CONT.RIDGE VENTS E O 1 � u TOP OF ARCHITECTURAL ELEMENT OR MECH.VENTS TOP OF PLATE j C3 o = 5 2 .25'-T 1/4" nnonnnonnn O yy T O M U C.)+� cd d co o 'd 'd v 03 SF. _j VENTS 3 PRE-ENGINEERED COMP,ROOF OVER 30-FELT v TRUSSES ®24"O.C. OVER 1/2"COX(APPLY PER CONTRACTORS OPTION: M c MANUF.DIRECTIONS) GONT.RIDGE VENTS w W.VENTS y� 12 ,`�, zaO�i $ 5� 12 COMP.ROOF OVER 30"FELT W N71: 5 PRE-ENGINEERED 5[--- OVER 1/2"CDX(APPLY PER ~ [�z �o TOP OF PLATE TRU55E5 0 24"O.G. MANUF.DIRECTIONS) A5.0 -49 BLOUN-IN .II'-0" �"�Eol aci INSUL. nnnnnnnnnnn u n w r dl' TOP LATE -'\- -�`�----------- -0"TOP P ATE A 5 41' 5.0 R-49 BLOM-IN INSUL. TOP OF PLATE -0" ninnnnin s .9'- "TOP LATE y W O A.T.SUSP.CEILING s 1�1 w fcn z A.T.SUSP.CEILING J INTAKE A50 A5.0 A "T"'O F S MEN WAITING OFFICE 1"1 ° mo mm ml 2 �_ 2 d'z a3, e A5.0 a A5.0 C coo 2x6 STUDS®I`O.C. °' ,� ►.�.y G4' w/R-21 BATT INSUL. 4 4 +� A5.0 4"SLAB ON GRADE 9 0 A5.0 4"SLAB ON GRADE w/U1LM - - w/A � 3 �0'-0"15T FF. .0'-0"IST FF. .0'-0"151 FF. M COMPACTED STRUCTURAL FILL 8 MIL V15OUEEN COMPACTED STRUCTURAL FILL E`11L V16QUEEN PER GEOTECH REPORT l it l ll R-10 RIGID INSULATION _111 w` PER GEOTECH REPORT R-10 RIGID INSULATION aiTr� �1 AROUND PERIMETER -'- - AROUND PERIMETER SEE GEOTECH REPORT SEE GEOTECH REPORT `4 O BUILDING SECTION FOR COMPACTION REQUIREMENTS O B U I L D I N G SECTION FOR COMPACTION REQUIREMENTS m SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" u_ 3 12"CDX 2"MIN,AIR GAP I WRB OVER (LASHING CLASS B COMP ROOF H OVER 30"BLDG.PAPER . [V SIDING OVER 12"CDX R-49 BLOUN-IN ^� INSUL. W SEALANT ) nnvrFrCQ a ��In Z-FLASHING a O�In W asp iR1155E5 BY � 5/4 TRIM 5/8"C46 MANUFACTURE L] m 4 / ®24"O.C. 3 ::�k CONT.GUTTER J r , �'p"o INSUL.BEAM(TYP.) V HEAD FLASHING TUCK I, UNDER BLDG PAPER VENTED HARDI SOFFIT t� W O PROVIDE DRIP EDGE �-1 INSULATED GLAZING BACKER ROD Zj CQ `SEALANT WALL DETAIL W M 5 SCALE: 1"=1'-0" 11.4 OWINDOW HEAD SCALE: 3"=1"-0" MIN.U-VALUE-29 F GWB U VINYL INSULATED GLAZING(TYP) SIDING W E 2x6 STUDS®Ib"O.C. xiU WOOD SILL 12"CDX w/R-2I BATT INSUL. BACKER ROD 6 SEALANT WRB 4STAPLE FORTI-FLASH OVER WINDOW PT.2*PLT. NAIL FLANGE-TYP.AROUND I 4"GONG.SLAB OVER PERIMETER OF WINDOW 12"BUCK-OUT 8 MIL V15CUEEN 1 WRB FOR PLATE 5/4 TRIM FORTA-FLASHING 4"TIGHT-LINE II° — --- — -- — PLYWOOD FROM DOWNSPOUTS LS S-M 12"CDX CONNECT TO STORM SYSTEM2xb STUDS o 16"O.C. IIIR-21BATT INSUL FLASHING FILTER FABRIC 24 8 MIL ISQUEEN WRB OVER WINDOW FLANGE CLEAN WASHED COMPACTED TRIM DRAIN ROCK ST RUCTURAL FILL SIDING 4"PERF FOOTING DRAIN ea% * R-10 RIGID INSUL. 5/8"GO SEALANT CONNECT STORM SYSTEM (TYP.AROUND PERIMETER OF BUILDING) 0 N OFLASHING DETAIL O WALL DETAIL SCALE: 6"=1'-0" SCALE: 1"=1'—O" NOE: ATLL WOOD ADJACENT TO SOIL OR m CONCRETE TO BE PRESSURE TREATED „y O WINDOW SILL $ SCALE: 3"=1'-0" U m 2 O iE 0 12 F O� O U U ❑ O ,d O O f 0 c a 'Zlm S W SIDING 5/6"GU15 - �y H(~ 2x6 STUDS a 16"O.C. 2x4 STUDS®24"OL. v _ w/R-13 SOUND BATTS w/R-13 SOUND BATTS 14 z r,a w 0 2.4 STAGGERED 12" 55 STUDS ON 2x6 PLATES 2015 IBC.1008.1.1 THRESHOLDS.Thresholds (xp 12 O58 PER 2x6 STUDS a I6"O.C, w/R-21 SOUND BATTS at doorwa s shall not exceed 0.15"(19.1 mm) � C)PQ STRUCTURAL WRB w/R-21 BATT INSUL. In height for sliding doors serving dwelling DOOR W W O m NOT—USED INSULATION units or 05"(121 mm)for other doors. /1 5/6"GWB TYPE X 5/5"GWB TYPE X 5/8"GLIB RESILIENT CLIPS Raised thresholds and floor level changes O EA.SIDE greater than 0.25"(6.4 mm)at doorways shall (2)LAYERS be beveled with a slope not greater than Z O F $ 5/8"GWB one unit vertical In two units horizontal RESILIENT CLIPS 5/6"GWB TYPE X O z TYPE X (50%slope) yy y INTERIOR SURFACE EXTERIOR SURFACE ,..I c , ~fir x Q1 ig SEE DETAIL 1 SHEET A6.2 SEE DETAIL 2 SHEET A6.2 TYPICAL 4j 1—HR. CORRIDOR WALL INTERIOR WALL EXTERIOR 1—HR. RESIDENTIAL PARTY WALL DOOR SILL DETAIL O WALL TYPE O WALL TYPE O WALL TYPE O WALL TYPE �o WALL TYPE o a SCALE: 1 1/2"=1'-0" 7 SCALE: 1 1/2"=1'-O" 8 SCALE: 1 1/2"=l'-O" 9 SCALE: 1 1/2"=1'-0' SCALE: 1 1/2"=1'-0" I.I.T.. O t� v o e v E E u_ 3 GENERAL NOTES TYPE A ADA NOTES I. ALL INTERIOR BEARING WALLS,MEMBRANE PENETRATIONS,DECKS,FLOORS,4 31. I-HR CEILINGS: CEILINGS SHALL FORM CONTINUOUS RESISTIVE MEMBRANES BUT 1003.9 Operable Parts. Lighting controls, electrical 1003.12 Kitchens and kitchenettes. Kitchens and 1003.12.4.1 Clear Floor Space. A clear floor ANY OTHER FRAMED SURFACE TO BE I-HR.(TYP.ALL UNITS) MAY HAVE OPENINGS FOR PLUMBING PIPES,DUCTS,AND ELECTRICAL OUTLETS, panelboards,electrical switches and receptacle outlets, kitchenettes shall comply with Section 1003.12. space,positioned for a forward approach to the environmental controls, appliance controls, operating 1003.12.1 Clearance. Clearance tom sink,shall be provided.Knee and toe clearance 1003.13.1 Natural ventilation.Operable windows PROVIDED 114E FOLLOWING CONDITIONS ARE MAINTAINED 114.4.12). plying with �1 O 2. CONSTRUCTION CONSULTANTS OF WASHINGTON,LLC OR EQUAL SHALL PERFORM hardware for operable windows,plumbing fixture con- Section.1 Cl ar shall be provided. complying with Section 306 shall be provided. required to provide natural ventilation shall comply A. APPROVED FIRE DAMPERS SHALL PROTECT DUG?OPENINGS.(SEE P SPECIAL INSPECTION OF THE EXTERIOR ENVELOPE PER ENGROSSED HB 1848, trots,and user controls for security or intercom systems with Sections 309.2 and 309.3. DETAIL B ON SHEET A5.0) 1003.12.1.1 Minimum Clearance. Clearance EXCEPTIONS: UNLESS OWNER SIGNS AN AFFIDAVIT THAT HE WILL OWN THE BUILDING FOR A MIN. shall comply with Section 309. required t Emergency escape.e.Operable windows W 8. INDIVIDUAL ELECTRICAL OUTLET BOXES SHALL BE OF STEEL OR between all opposing base cabinets,counter tops, 1. The requirement for knee and toe clear- g y P p rFr OF 5 YEARS AFTER UST OCCUPANCY. EXCEPTIONS: required to provide an emergency escape and res- N OTHER APPROVED MATERIALS AND SHALL NOT BE GRATER THAN 16 appliances, or walls within kitchen work areas ante shall not apply to more than one 3. IN ALL OCCUPANCIES,ACCESSORIES SUCH AS GRAB BARS,TOWEL BARS, SQUARE INCHES IN AREA 1. Receptacle outlets serving a dedicated use. shall be 40 inches(1015mm)minimum. bowl of a multi-bowl sink. co cue opening shall comply with Section 309.2. c,.3 PAPER DISPENSERS AND SOAP DISHES,ETC.PROVIDED ON OR WITHIN WALLS, C. RECESSED LIGHTING MUST BE FIRE RATED FOR ONE-HOUR FIRE 2. Where two or more receptacle outlets are pro- 1003.12.1.2 U-Shaped Kitchens.In kitchens with 2. Cabinetry shall be permitted to be added 308 Reach Ranges = SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM RESISTIVE FLOOR/CEILING OR CEILING/ATTIC ASSEMBLIES OR vided in a kitchen above a length of counter counters,appliances,or cabinets on three contig- under the sink,provided the following cri- a 4 MOISTURE. 'TENTED"w/FIRE RESISTIVE MATERIALS TESTED FOR FIRE top that is uninterrupted by a sink or appliance, uous sides,clearance between all opposing base teria are met: 308.1 General.Reach ranges shall comply with Section r, 1 RESISTANCE. one receptacle outlet shall not be required to cabinets,countertops,appliances,or walls within 308. W x 4. SHOVERS IN ALL OCCUPANCIES i0 BE FINISHED AS SPECIFIED ABOVE TO A Comply with Section 309. kitchen work areas shall be 60 inches(1525 mm) (a) The cabinetry can be removed q to 38. I-HOUR PARTY WALLS,FIRE-RESISTANCE-RATED WALLS AND PARTITIONS minimum. without removal or replacement M HEIGHT OF 10"ABOVE DRAIN INLET. MATERIALS OTHER THAN STRUCTURAL 308.2 Forward Reach. ELEMENTS USED IN SUCH WALLS TO BE OF A TYPE WHICH IS NOT ADVERSELY 3. Floor receptacle outlets. of the sink, y. REQUIl STEEL OR OTHER LISTED MATERIAL ELECTRICAL BOXES THAT DO NOT 1003.12.2 Clear Floor Space.Clear floor spaces 308.2.1 Unobstructed.Where a forward reach is G4 O AFFECTED BY MOISTURE, EXCEED 16 SQUARE INCHES IN AREA. THESE ARE ALLOWED,PROVIDED THE 4. HVAC diffusers. required b Sections 1003.12.3 through 1003.12.5 (b) The floor finish extends under the DOES NOT 5. Controls mounted on ceilingq y cabinetry,and unobstructed,the high forward reach shall be 48 T 1 W,` CO 5. ALL TOILET ROOMS TO BE PROVIDED WITH A MECHANICALLY OPERATED EXOAGGEEDA00 SQUARE FEET OF WALL AREATE AREA OF 7PE OPENINGS aKT1HETANNUHE EARSP GE BETWEEN THE 8. Where redundant controls other than light 1003.12.3(Work Surface.OAt least one section of (c) The walls behind and surround- inches(1220 mm)maximum and the low forward E"'r�-1 EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLETE CHANGE OF AlR reach shall be 15 inches(380 mm)minimum above EVERY 15 MINUTES. SUCH SYSTEMS TO BE CONNECTED DIRECTLY TO THE WALL MEMBRANE AND THE BOX SHALL NOT EXCEED 116". SUCH BOXES ON switches are provided for a single element, counter shall provide a work surface 30 inches(760 ing the cabinetry are finished. the floor. 1� W O OUTSIDE,AND THE POINT OF DISCHARGE TO BE AT LEAST 5'FROM ANY OPPOSITE SIDES OF THE WALL OR PARTITION SHALL BE SEPARATED BY ONE one control in each space shall not be required mm) minimum in length complying with Section 1003.12.4.2 Height.The front of the sink shall be F-1 OF THE FOLLOWING(11432). to be accessible. 1003.12.3. OPERABLE WINDOW. 34 inches(665 mm)maximum above the floor, 36"TYP. A. BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24"WHERE THE WALL 7. Reset buttons and shut-offs serving appy- 1003.12.3.1 Clear Floor Space. A clear floor measured to the higher of the rim or counter sur- BEDROOM Zj 6, EVERY UNIT TO HAVE A SMOKE DETECTOR IN EACH BEDROOM AND ONE IN THE OR PARTITION IS CONSTRUCTED WITH INDIVIDUAL ances,piping and plumbing fixtures. space,positioned for a forward approach to the face. WINDOW SI HALL. SMOKE DETECTORS TO RECEIVE THEIR PRIMARY POWER FROM THE NON-COMMUNICATING STUD CAVITIES. 8. Electrical panelboards shall not be required to work surface,shall be provided. Knee and toe EXCEPTION:A sink and counter that is adjust- hTY BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE. B. BY PROTECTING OUTLET BOXES WITH LISTED PUTTY PADS OR EQUAL. comply with Section 309.4. clearance complying with Section 306 shall be able to variable heights co inches(735 mm) WIRING TO BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN 1003.10 LaundryEquipment.Washin machines and provided.The clear floor space shall be centered minimum and 36 inches(915 mm)maximum r Lr 39, EXITING AND DOORS: g VJ THOSE SQUIRED FOR OVER CURRENT PROTECTION,SMOKE DETECTORS AS clothes dryers shall comply with Section 611. on the work surface. above the floor,or that can be relocated within SHOUNI ON PLANS SHALL BE INTERCONNECTED w/BATTERY BACK-UP.9012.111 A. FOR PURPOSES OF INFORMATION,ALL MEANS OF EGRESS DOORS EXCEPTION: Cabinetry shall be permitted that range without cutting the counter or dam- e SHALL BE READILY OPENABLE FROM THE SIDE FROM WHICH EGRESS 1003.11.2.2 Lavatory. Lavatories shall comply under the work surface,provided the following aging adjacent cabinets,walls,doors and strut- E w N 1. EMEND THE SHOWS UNITE WALL PROTECTION A REQUIRED IR THE SOLE PLATE BEHIND P 9 N M THE TUBS HE SHOUTER UNITS WHICH ABUT A REQUIRED E 50LE4PLATED WALL. IS i0 BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE with Section 606. ura elements, prove rough-in plumbing criteria are met: r ll t provided lbi a OR EFFORT.1010.1.9 EXCEPTION: Cabinetry shall be permitted permits connections of supply and drain pipes F 8. ALL GLAZING TO BE CLASS 60 MINIMUM, B. ALL LIGHTED EXIT SIGNS WILL REQUIRE CONTINUOUS ILLUMINATION under the lavate (a)The cabinetry can be removed without for sinks mounted at the height of 29 inches ry,provided the following trite- 9 U removal or replacement of the work sus- 735 mm),shall be permitted. 9. INSTALL ONE 2A,10-5:C PORTABLE FIB EXTINGUISHER AT THE BOTTOM WITH BACK-UP DURATION CAPABILITY OF 90 MINUTES IN CASE OF ria are met: face, ( W LANDING OF EACH STAIRWAY. RECOMMEND SECURITY CABINETS,MOUNT NO PRIMARY POWER LOSS. 1013b.3 (a)The cabinetry can be removed without 1003.12.4.3 Faucets.Faucets shall comply with (l C. EXIT ILLUMINATION POWER SUPPLY SHALL INCLUDE BACK-UP removal or re lacement of the lavato (b)The floor finish extends under the cab?- Section 309. FIG.30s.2.1 1■1 MORE THAN 54"ABOVE THE FLOOR LEVEL.INSTALL ADDITIONAL FIB EXi, p lavatory; retry,and UNOBSTRUCTED FORWARD REACH CAPABILITY IN THE EVENT OF A POWER FAILURE. THE EMERGENCY b T posed Pipes and Surfaces. AS NEEDED THE 15 LOCATED WITHIN A MAX.TRAVEL DUST.OF 15'FROM ALL O he floor finish extends under the cab?- Water supply Ex U POWER SYSTEM SHALL PROVIDE POWER FOR DURATION OF NOi LESS net and (c)The walls behind and surrounding the Water supply and drain pipes under sinks shall be PORTIONS OF THE BUILDING. retry; cabinetry are finished. element, the high side reach shall be 48 inches THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES,UNIT insulated or otherwise configured to protect 10. STREET ADDRESS NUMBERS SHALL BE VISIBLE AND LEGIBLE FROM THE EQUIPMENT,OR AN ON-SITE GENERATOR THIS REQUIREMENT APPLIES (c)The walls behind and surrounding the 1003.12.3.2 Height.The work surface shall be 34 against contact.There shall be no sharp or abra- 15 in ms(maximum and the low side reach shall be y' STREET. TO THE BUILDING AS WELL AS FOR EVERY ROOM THAT REQUIRES TWO cabinetry are finished. inches(865 mm)maximum above the floor. sive surfaces under sinks. 15 inches TIO : E minimum above the floor. EXITS.10083 EXCEPTION:A counter that is adjustable to 1003.12.5 Appliances. Where provided, kitchen EXCEPTION: Existing elements that are not 11. CLOTHES DRYERS SHALL BE CONNECTED TO A DUCT DIRECTLY TO THE U PP altered shall be permitted at 54 inches(7370 mm) D. TACTILE EXIT SIGNS PER All1.1-2009 ARE REQUIRED AT THE provide a work surface at variable heights 29 appliances shall comply with Section 1003.12.5. maximum above the floor. EXTERIOR. REQUIRED EXIT DISCHAR3E DOORS TO THE EXTERIOR 1013A inches(735 mm)minimum and 36 inches(915 mm)maximum above the floor,or that can be 1003.12.5.1 Operable Parts.All appliance con- 12. EVERY UNIT TO HAVE COMFORT HEATING FACILITIES. 40. AIR LEAKAGE CONTROL: trols shall comply with Section 1003.9. E N o relocated within that range without cutting the 13. FLASHING SHALL BE PROVIDED FOR ALL EXTERIOR OPENINGS. THE THERMAL BUILDING ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR counter or damaging adjacent cabinets,walls, EXCEPTIONS: LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION R402.4.1 doors,and structural elements,shall be permit- 14. ALL UNITS WILL BE SEPARATED WITH 5/8"GWB TYPE X DRAFT STOPS IN THE THROUGH R402.4.4. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS ted. P 1. Appliance doors and door latching - ATTIC. SHALL ALLOW FOR DIFFERENTIAL EXI-AN61ON AND CONTRACTION. THE devices shall not be required to comply "3 1003.12.3.3 Exposed Surfaces.There shall be with Section 309.4. (a) 20 max 1, wo 15. ROOF SHEATHING WILL HAVE EXTERIOR OR INTERMEDIATE GLUE. COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE no sharp or abrasive surfaces under the exposed 2. Bottom-hinged appliance doors,when in 610 \ R402.4.1-R402.45 SHALL BE INSTALLED IN ACCORDANCE WITH THE portions of work surface counters. the open position,shall not be required x 16. THE STEP FROM THE LANDING i0 THE llNli AT THE THRESHOLD OF EVERY MANUFACTURER'S INSTRUCTIONS AND THE CRITERIA LISTED IN TABLE R4024.1.1, 30 min` to comply with Section 309.3. �\.\ E$ E ry OPENING SHALL NOT EXCEED 1/211,WITH BEVELED EDGE. AS APPLICABLE TO THE METHOD OF CONSTRUCTION.THE BUILDING SHALL HAVE 760 11. ALL STAIR RISERS 10 M MAXIMUM 1"HIGH AND TREADS 11/BE I MINIMUM. AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR 1003.12.5.4 Cooktop.Cooktops shall comply with THE HANDRAILS TO BE MOUNTED NTED I 1/2"FROM THE WALL AND I 1/2"DIAMETER METER 41, ALL WATER HEATERS WILL REQUIRE SEISMIC STRAPPING AT THE TOP AND Section 1003.12.5.4. PIPE. LOCATE 34"ABOVE THE NOSING OF THE TREAD AND EXTEND 12"PAST BOTTOM THIRD OF THE BOILER,2015 UPC SECTION 5012 x THE LAST RISER AT THE TOP AND BOTTOM OF 114E STAIRS. iii F� 1003.12.5.4.1 Approach.A clear floor space, £N o 42. ALL WATER HEATERS SHALL BE EQUIPED WITH AN EXPAN51ON TANK PER 2015 E positioned for a parallel or forward approach to N S. NON-BEARING WALLS TO BE HELD DOWN FROM THE BOTTOM CHORD OF THE IMC SECTION 1l the cooktop,shall be provided. 10 max ROOF TRUSSES WITH SIMPSON STC CLIPS TO ENSURE THAT THE TRUSS CHORD 255 .�. 43, ALL HVAC DUCTING SHALL COMPLY WITH THE LATEST SMAGNA REQUIREMENTS 1003.12.5.4.2 Forward a roach.Where the WILL NOT BEAR ON THE WALL. AND CHAPTER I6 OF THE 2015 IBC STANDARDS FOR SEISMIC BRACING, clear floor space is positioned for a forward ro (b) FIG. 1 19. BATHROOMS AND LAUNDRY ROOMS TO HAVE SEPARATE AND INDIVIDUAL approach,knee and toe clearance complying >zo-25 UNOBSTRUCTEDED SIDE REACH 44. ALL NATI IS SUBJECT TO INSPECTION AND APPROVAL UNDER E A `sp min. r Se if part 0 T-shaped fuming with Section 306 shall be provided.The under- >510-G35 EXHAUST SYSTEMS. INTERNATIONAL MECHANICAL CODE AND THE WASHINGTON STATE AMENDMENTS space per Sections 304.3.2 and 1003.3.2 side of the cooktop shall be insulated or other- FIG,3 FOR floor s2 Obstructed High Reach.Where s clear 20. USE WET LOC.IN GOLD AT ALL MSAND U LEGATIONS AND USE GWB APPROVED ADOPTED BY THE CITY. IN K TCHE F wise configured to protect from bOrOS' OBSTRUCTED HIGH FORWARD REACH Floor space complying with Section 305 allows a par- lb FOR WET LOG. T ALL BATHROOMS AND UNHEATED STORAGE ROOMS, COVER WORK SURFACE IN KITCHEN FOR TYPE A UNITS abrasions,or electrical shock. allel approach to an element and the high side reach m INSIDE COMBUSTION CONSTRUCTION,SUCH AS STORAGE UNITS WITH 5/8"GWB. 45, PRIOR 10 INSULATING ANY DUCTWORK,INSPECTION AND APPROVAL IS PP 9 m REQUIRED. 1003.12.5.4.3 Parallel approach.Where the 308.3 Side Reach. is over an obstruction,the height of the obstruction •.+ 21. MECHANICAL/ELECTRICAL INSTALLER TO TOTAL ALL PROPOSED HEATING clear floor space is positioned for a parallel shall be 34 inches(of e o maximum above the 30 min* approach,the clear floor space shall be cen- 308.3.1 Unobstructed.Where a clear floor space floor and the depth of the obstruction shall be 24 EQUIPMENT AND SHOW EQUIPMENT WILL COMPLY WITH WSEC. 760 tered on the appliance. complying with Section 305 allows a parallel inches(610 mm)maximum.The high side reach -) .2 22. NO AIR ADMITTANCE VALVES ARE ALLOWED, DISHWASHER WILL NEED AN AIR 5'-0114" approach to an element and the edge of the clear shall be 48 inches(1220 mm)maximum above the •p GAP. (TYP.ALL UNITS) CLR 1003.12.trols 5.4.4 Co trirets.Th reaching across burners.fcon- floor space is 10 inches(255 mm)maximum from the floor for a reach depth of 10 inches(255 mm)maxi- s 23. TAP LINES WILL NEED TO BE RUN TO THE EXTERIOR OR AN APPROVED DRAIN. 1003.12.5.5 Oven.Ovens shall comply with Sec- THIS APPLIES TO THE DRAIN PAN AS WELL(SEPARATE LINES). ALSO YOU WILL E tion 1003.12.5.5.Ovens shall have controls on o NEED EXPANSION TANKS BECAUSE IT IS A CLOSED WATER SYSTEM. �, front panels,on either side of the door. 0 z 24. PROVIDE EMERGENCY(BACK-UP POWER)TO EXTERIOR LIGHTING THRU TO " 0 0 space shall b Clear floor space.A clear floor I E � PARKING LOT. SHELVE space shall be provided.The oven door in the a 0 A.D.A.TUB K O) open position shall not obstruct the clear floor 25. WATER HEATER TO BE INSTALLED AND THE INSULATED PAD TO COMPLY WITH dE_ ry C�2 o `36 min. r Se if part 0 T-shaped turning space for the oven. E7WSEC SECTION 420.ALL WATER HEATERS SHALL HAVE SEISMIC TIE DOWNS. space per Sections 304.3.2 and 1003.3.2 26, CARBON MONOXIDE DETECTORS ARE REQUIRED OUTSIDE OF EACH SLEEPING 1003.12.5.5.2 Side-Hinged Door Ovens.Side- c E FIG.1003.12.4 hinged door ovens shall have a countertop rY, AREA IN ALL UNITS AS WELL AS EACH FLOOR LEVEL.915.1.1(TYP.ALL UNITS) KITCHEN SINK FOR TYPE A UNITS positioned adjacent to the latch side of the oven "d N 21. ALL HOODS TO VENT TO EXTERIOR door. 30"x 60" O"x 48" 1003.12.5.5.3 Bottom-Hinged N 28. PROVIDE FIRE ALARM SYSTEM AND AUTOMATIC FIRE SPRINKLER SYSTEM PER Door Ovens. � W CITY OF ARLINGTON REQUIREMENTS.COMPLETE NFPA 13 FOR B/A-2 OCCUPANCY CLR AREA I LR AREA Bottom-hinged door ovens shall have a co the c AND NFPA 13R FOR R-I OCCUPANCY SPRINKLER COVERAGE IS REQUIRED. tertop positioned adjacent to one side of the 1 o max >10-24 C a door. 255 255-610 29. ALL WEATHER EXPOSED DECKS AND STAIRWAYS SHALL BE CONSTRUCTED OF .______ I _____ 1003.12.5.5.4 Controls.The location of con- (a) (b) TREATED WOOD OR OTHER APPROVED SPECIES NOT SUBJECT TO trols shall not require reaching across burners. DETERIORATION. FIG.308.3.2 1003.12.5.6 Refrigerator/Freezer. Combination OBSTRUCTED HIGH SIDE REACH 30. PROVIDE CLASS I FLAME SPREAD FINISH MATERIAL SUCH AS SIDING AND refrigerators and freezers shall have at least 50 N 'O CEILING LOCATED IN THE COVERED STAIRWAY. - percent of the freezer compartment shelves, mum.Where the reach depth exceeds 10 inches 1•r•M c including the bottom of the freezer 54 inches (255 ni the high side reach shall be 46 inches W � 31, CONTRACTOR TO PROVIDE CLASS C FIRE RETARDANT ROOFING PER 2015 IBC. 1370 mm maximum above the floor when the A ( ) (1170 mm)maximum above the floor for a reach E-I a PROVIDE LISTING INFORMATION. shelves are installed at the maximum heights pos- depth of 24 inches(610 mm)maximum. 1a-1 Z a Bible in the compartment.A clear floor space, 32. CONTRACTOR TO PROVIDE TRUSS ENGINEERING AT SITE FOR FIELD INSPECTOR m EXCEPTION:At washing machines and clothes al s positioned fora parallel approach a the aline f Qf W VERIFICATION BEFORE INSTALLATION OF TRUSSES, dryers,the height of the obstruction shall be per- ,'� ores/freezer,shall be provided.The centerline of C.�E 33, ANCHOR BOLTS SET IN PLACE,DRILLED IN PLACE,OR OTHERWISE INSTALLED the clear floor space shall be offset 24 inches(610 muted to be 36 inches(915 mm)maximum above O m mm)maximum from the centerline of the appy- the floor. A W IZ-I AFTER THE CONCRETE WAS SET UP SHALL ONLY BE DONE UNDER THE NSPECTOR ante. .Z IMMEDIATE OBSERVATION OF AN APPROVED SPECIAL I PER 2015 309 Operable Parts G=a IBC. \ 309.1 General.Operable parts required to be accessi- 34. SHOWERS IN APARTMENTS MUST CONFORM TO IBC CHAPTER It 4 ANSI,WHICH / \ ble shall comply with Section 309. STATES A MINIMUM OF 1024 SQUARE INCHES AND A MINIMUM 30"CIRCLE CLEAR, 309.2 Clear Floor Space.A clear floor space comply- F y I W 4 $ WITH NO PROTRUSIONS INTO IT. \\ ing with Section 305 shall be provided. Wf•� QI W O 35. ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED AND SHALL BE NOT LESS / 309.3 Height.Operable parts shall be placed within one h+ti or more of the reach ranges specified in Section 308. ram, THAN U VALUE 34. I 9 p 309.4 Operation.Operable parts shall be operable with w O 36. FIRE CAULK ALL PENETRATIONS THROUGH I HR.ASSEMBLIES. j one hand and shall not require tight grasping,pinching, E Z F-I $ t / tt or twisting of the wrist.The force required to activate EI p C7 30 x66 / 30 x68 = operable parts shall be 5.0 pounds(222 N)maximum. z EXCEPTION: Gas pump nozzles shall not be �I- / required to provide operable parts that have an acti- Z 0`•'I a vating force of 5.0 pounds(22.2 N)maximum. yA x P4 3 O O 0 i, � o TYPE A ADA RESTROOM E SCALE: 1/2"=V-0" E u_ 3 b" 1'4" TYPE B ADA NOTES 1004.9 Operable Parts. Lighting controls, electrical 5.At water closets where a side wall is not 1004.17.3.1.1 Lavatory.A clear floor space switches and receptacle outlets, environmental con- available for a 42-inch(1065 mm)grab bar complying with Section 305.3,positioned for a H trols,electrical panelboards,and user controls for secu- complying with Section 604.5,1 reinforce- parallel approach,shall be provided at a lava- rity or intercom systems shall comply with Sections ment fora swing-up grab bar complying with tory.The clear floor space shall be centered on �1 O _ 309.2 and 309.3. Section 1004.11.1.1 shall be permitted. the lavatory. \ / EXCEPTIONS: 6.At water closets where a side wall is not EXCEPTION: A lavatory complying with fs7 available fora 42-inch(1604 5.1 grab bar Section permitted shall be permitted.Cabinetry rE-i 1. Receptacle outlets serving a dedicated use. complying with Section 604.5.1 reinforce- shall be permitted under the lavatory pro- 2, Where two or more receptacle outlets are pro- ment for two swing-up grab bars complying vided the following criteria are met: V 1 M s O m vided in a kitchen above a length of counter with Section 10134.11.1.1 shall be permitted (a)The cabinetry can be removed without a M to 4'-0 I/4" e top that is uninterrupted by a sink or appliance, to be installed in lieu of reinforcement for removal or replacement of the lava- (ra O 1 GLR one receptacle outlet shall not be required to rear wall and side wall grab bars. tory;and 9 comply with Section 309. 7. In shower compartments larger than 36 (b)The floor finish extends under the cab- inches - ( mm)5in depth in vreinforc meidth and at inches M ----- 3. Floor receptacle outlets ( ) inetryl and L] = 4. HVAC diffusers. shower at is not required _ IT (c)The walls behind and surrounding the 5" 5. Controls mounted on ceiling fans. 1004.11.1.1 Swing-up Grab Bars.A clearance of cabinetry are finished. Pr O 30"x 48" m 18 inches(455 mm)minimum from the centerline 6. Controls or switches mounted on appliances. 1004.11.3.1.2 Water Closet.The water closet GLR AREA m PP of the water closet to any side wall or obstruction '�+M shall be rovided where reinforcement for swin shall comply with Section 1004.11.3.1 2. F a 7. Plumbing fixture controls. P 9- M K up grab bars is provided.When the approach to 1004.11.3.1.2.t Location.The centerline of 54 O L_u _J S. Reset buttons and shut-offs Serving appli- the water closet is from the side,the 18 inches the water closet shall be 16 inches(405 mm) 0 ----- ances,piping and plumbing fixtures. (455 mm)minimum shall be on the side opposite minimum and 18 inches(455 mm)maximum 9. Where redundant controls other than light the direction of approach. Reinforcement shall from one side of the required clearance. switches are provided for a single element, accommodate a swing-up grab bar centered 15'/a 1004.11.3.1.2.2 Clearance. Clearance CM9 one control a each space shall not be required inches(400 mm)from the centerline of the water around the water closet shall comply with w 0 closet and 28 inches(710 mm)minimum in length, Sections 1004.11.3.1.2.2.1 through 0 to be accessible. measured from the wall to the end of the horizon- 1004.11.3.1.2 2.3. 10.Within kitchens and bathrooms,lighting con- tal portion of the grab bar.Reinforcement shall EXCEPTION: Clearance complying with 1.4 trols,electrical switches and receptacle outlets accommodate a swing-up grab bar with a height in O p Sections 1003.112.4.2 through 24"LAY.COUNTER OBSTRUCTION are permitted 6 be located over cabinets with the down position of 33 inches(840 mm)minimum 1003.11244 counter tops 36 inches(915 mm)maximum in and 36 Inches(915 mm)maximum. Reinforce- ALLOWED PER 1004.11.3.1.2.2.4 height and 25 1/2 inches(650 mm)maximum in ment shall be adequate to resist forces in actor- 1004.11.3.1.2.2.1 Clearance Width. depth. dance with Section 609.5. Clearance around the water closet shall EXCEPTION:Where a water closet is osi- be 48 inches (1220 mm) minimum in (~ 1004.10 Laundry Equipment.Washing machines and p width,measured perpendicular,from the U clothes dryers shall comply with Section 1004.10. boned with a wall to the rear and to one side, side of the clearance that is 16 inches W the centerline of the water closet shall be 16 (405 mm)minimum and 18 inches(455 [l 1004.10.1 Clear Floor Space.A clear floor space inches(405 mm)minimum and 18 inches(455 mm)maximum from the water closet can- t" :o a lx�P complying with Section 305.3,shall be provided.A mm)maximum from the sidewall. terline.parallel approach shall be provided for a top loading 1004.11.2 Clear Floor S Clear floors aces U machine.Aforward or arallela roach shall be pro- pace. p 1004.11.3.1.2.2.2 Clearance Depth. P e. P required by Section 1shall c.3.1 with A) or Clearance around the water closet shall Qi m U vided for a front loading machine. 1004.11.3.2(Option B)shall comply with Sections be 56 inches (1420 mm) minimum in d' 1004.11 Toilet and Bathing Facilities.Toilet and bath- 1004,11.2 and 3052, depth,measured perpendicular from the ing fixtures shall comply with Section 1004.11_ 1004.11.2.1 Doors.Doors shall not swing into the rear wall. 9 5'-b"GLR - clear floor space or clearance for any fixture. - EXCEPTION:Fixtures on levels not required to be 1004.11.3.1.2,2.3 Increased Clearance 30 x 65 30 x 68 - c_--- accessible. EXCEPTION:Where a clear floor space com- Depth at Forward Approach.Where a plying with Section 305.3,excluding knee and 1004.11.1 Grab Bar and Shower Seat Reinforce- forward approach is provided,the clear- toe clearances under elements, is provided ment.Reinforcement shall be provided for the future within the room beyond the arc of the door ance shall be 66 inches(1675 mm)mini- installation of grab bars and shower seats at water swing. mum in depth,measured perpendicular PROVIDE BLOCKING FOR FUTURE closets,bathtubs,and shower compartments.Where li-of 5'-0 1/4" 0 1004.11.2.2 Knee and Toe Clearance.Clear floorfrom the rear wall.28"LONG SWING-UP GRAB BAR walls are located to permit the installation of grabO O CLR bars and seats complying with Section 6D4.5 at water space at fxtures shall be permitted to include vanity 1.other2 4 Clearance Overlap.A•' knee and toe clearances com in with Section vanity or other oin de th,24 inches(610 PROVIDINCs RESISTANCE OF 25m 5 closets;grab bars complying with Section sgz4 at py g bathtubs;and for grab bars and shower seats com- mm)maximum in depth,measured per- VERT.OF HORIZ.PER 6(D9.S milted to from the rear wall,shall be per- plying with Sections,608.3,808 21.3,608.2.2.3 and 1004.11.3 Toilet and Bathing Areas.Either all toilet milted to overtop the required clearance, 608.2.3.2 at shower compartments;reinforcement and bathing areas provided shall comply with Section provided the width of the remaining clear- shall be provided for the future installation of grab 1004.11.3.1 (Option A),or one toilet and bathing ance at the water closet is 33 inches(840 bars and seats complying with those requirements. area shall comply with Section 1004.11.3.2(Option mm)minimum. EXCEPTIONS: S. 1004.11.3.1.3 Bathing Fixtures.Where pro- Each TYPE B ADA RESTROOM TYPE B ADA RESTROOM compl1.3.10ctonA04.113xtureprovidedshall 1. In a room containing only a lavatory and a vided, a bathtub shall comply with Section water closet,reinforcement is not required comply with Section 1004.11.3,1. 1004.11.3.1 3.1 or 1004.11.3.1.3.2 and a provided the room does not contain the only EXCEPTIONS: shower compartment shall comply with Section N SCALE: 1/2"=V-0" SCALE: 1/2"=V-0" avatcry or water closet on the accessible 1. Where multiple lavatories are provided in 1004.11.3.1.3,3. 1 level of the unit. a single toilet and bathing area such that 1004.11.3.1.3.1 Parallel Approach Bath- ti 2.At water closets reinforcement for the side travel between fixtures does not require tubs.A clearance 60 inches(1525 mm)min- I wall vertical grab bar component required by travel through other parts of the unit,not imum in length and 30 inches(760 mm) r0 Section 604.5 is not required. more than one lavatory is required to minimum in width shall be provided in front of comply with Section 1004.11.3.1, bathtubs with a parallel approach.Lavatories 3.At water closets where wall space will not 2. A lavatory and a water closet in a room complying with Section 606 shall be permit- permit a grab bar complying with Section containing tint a lavatory and water red in the clearance.A lavatory complying 604.5,2,reinforcement for a rear wall grab g y y not an- with Section 1004.11.3.1 1 shall be permit- W lb m to closet,provided only lavatory or wale sclosat on •.ml bar 24 inches(610 mm)minimum in length ted at one end of the bathtub if a clearance centered on the water closet shall be pro- 48 inches(1220 mm)minimum in length and vided. the accessible level of the unit. 30 inches(760 mm)minimum in width is pro- m 4.At water closets where a side wall is not vided in front of the bathtub. available for a 42-inch(1065 m grab bar 1004.11.3.1.3.2 Forward Approach each- m) 'V .2 complying with Section 604.5.1,reinforce- tubs.A clearance 50 inches(1525 mm)min- ment for a sidewall grab bar,24 inches(610 imum in length and 48 inches(1220 mm) a mm)minimum in length,located 12 inches minimum in width shall be provided in front of r (305 mm)maximum from the rear wall,shall bathtubs with a forward approach.A water o be provided. closet and a lavatory shall be permitted in the clearance at one end of the bathtub. O 12 F a LEGEND DUPLEX OUTLET GABLE TV G "d / s O / » DEDICATED OUTLET Qw.l1. WHOLE HOU5E FAN N e �T`- \ ��JJITCHED/ SW OUTLET Q EXHAUST FAN W N r__ OS.M. SURFACE MOUNTED OUTLET S!V], SMOKE DETECTOR v b'-S" 36" r20" 20", WEATHER PROOF OUTLET - DB DOOR BELL - .MAX. MIN MAX, MAX, . .MIN MAX"., m _______J L J L-____--- CLR CLR DOOR BELL CHIME 226 FOUR FLEX OUTLET �� 220 V OUTLET +he HOSE BIB �-i In In 100' e m m m m a - $ SWI10H W Cr�H. CADET HEATER a Fr-� W 1 L_ J m r r $F FAN SWITCH ~Z Oi DUCTLESS SPLIT Qi W = V3-WAY 5WITCH �V z e L 14EATLAMP A W Z EE 5'-S' $ HEAT LAMP SWITCH ,I r-y Lry V PHONE �} LIGHT(STYLE/TYPE TO BE a z DETERMINED BY�0OWNER/ UWO- LF A �" - CLR \ L A / CLR. - E- 0 -J C CARPET ARCHITECT) Q W Oi -J L- -RJ L---_ � �1 WOOD FLOOR FLOUR.LIGHT �r a 0 VP VINYL PLANK hrti+"I z LOCATE OUTLETS AT 15"AFF.UNLESS OTHERWISE NOTED. [_W Z O F 24"OBSTRUCTED SIDE REACH-34" EI (tj UNOBSTRUCTED FORWARD 4 SIDE REACH-15"MIN.-46"MAX. Z ALL Qt-� d1 PAR D IN 80 PL.PRIVACOPERABLE OCKTSTYP TO BALL BEDEROOMS 4 BATHS) . I�-I TYPICAL TWO BED UNIT TYPICAL ONE BED UNIT r? SCALE: 1/4"=1'-0" SCALE: 1/4"=V-0" SM.=SURFACE MOUNTED OUTLET 3 O v d � d 12 w E E u_ 3 r-i 0 �co a 01 W xsto L] CM T 1 "CO O F-1 CQ N TW M V.J CLASS"C"ASPHALT SHINGLES U U ROOF T s 24"O.C. OVER BV BUILDING FELT 4 RUSSES BY MANUF. 1/2"CDX PLYWOOD SHEATHING CLASS"C"ASPHALT SHINGLES El ROOF TRUSSES e 24"O.C. OVER 30"BUILDING FELT 4 BY MANUE U 1/2"CDX PLYWOOD SHEATHING 1/2"CDX DRAFT STOP � SEE ROOF PLAN FOR LOC. x xa' 1/2"CDX DRAFT STOP d' R-49 BLOT IN INSUL. SEE ROOF PLAN FOR LOC. NOTE: /—R-49131_01N,ININBUL. ALL ELECTRICAL BOXES IN FIRE PARTITION WALL SHALL BE SURFACE MOUNTED w/FIRE-RATED CAULK NOTE: z PENETRATIONS OF FIRE BARRIERS s PARTITIONS 3i or TO MEET LB.C.114 u3 wo (1)LAYER 5/8"G111.B. NON-RATED CEILING (U LAYER 5/8"G.W.B. DOUBLE TOP PLATE NON-RATED CEILING TYP.FULL HEIGHT rj R-II SOUND BATi R-11 SOUND BATT (1)LAYER 5/8"TYPE X GAB. (1)LAYER OF 5/8"TYPE"X"GWB (2)LAYER OF 5/8"TYPE"X"GWB 6 OVER RESILIENT CHANNEL I OVER 2X4 STAGGERED (U LAYER OF 5/8"TYPE"X"GWB OVER 2x4 STUDS is Ib"O.C. STUDS®Ib"O.C.STAGGERED EA.SIDE(I-HOUR REQ'D) RESILIENT CHANNEL ON 2X&PLATES iO OVER 2x4 STUDS a Ib"O.C. 1-6IDE FULL HEIGHT W/R-21 SOUND BAITS EACH WALL TYP.,2x4 BLK'G OVER 3 P.T.2xb SILL PLATE on P.T.2x4 SILL PLATE 4"CONC 4"CONC. SEE FOUNDATION PLAN FOR A.B. . SLAB ON GRADE SEE FOUNDATION PLAN FOR A.B. SLAB ON GRADE SIZE 4 SPACING REQUIREMENTS •00 SIZE 4 SPACING REQUIREMENTS 4 U SEE STRUCTURAL DWGS. III —III —III SEE STRUCTURAL DUGS. z III III III III III III-III III-III III III III -I 4 SOILS REPORT III III -I 4 SOILS REPORT � I I I-III I I I_I I' III-III IIIi I I III I I I=1 I I III 11 I I I III-III I I I1 I I I I I1 I I I IIII1 I I-III=1 I I i 1 —III—III— III— — —1 8 MIL.vISQUEEN,TYP. = — —I I—I — — —1 8 MIL.V15QUEEN,TYP. —I III= III —III_ I I = _ 0 F o GA FILE NO.WP 3230 1 HOUR SQ to 54 STC% U U UNIT PARTY WALL -- FIRE SOUND i x O1-HOUR FIRE BARRIER O1-HOUR REQ'D FIRE PARTITION GYPSUM WALLBOARD,RESILIENT CHANNELS, In GLASS FIBER INSULATION WOOD STUDS •• ,^I,I SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0' Rosr t h 12a'o,c artabhod at,ight ot to ONE SIDE mz.awood emd, "d Won ith 6tl robod tril,VA" g 0.086 shrink,/n heads /e x 3 gypsum 0 p wilt dell t'p y h dl ll t to li Ith 6tlne is bne.with 4e YypoX �I I�� I I M gyp Ilb tl gyp i e,d 12tl paralleliochannelswihl Types ----  U d ywalI screws 1'', .hor zonlal Ioints and 12"ti,d al INennedlale channels.1 @ `— y,� glass Libor insulation,0.8 pcf,stapled to studs in stud spaco. FIRE SIDE : ri OPPOSI I'E SIDE:One layer"/w'type X gypsum wallboard or gypsum veneer b Thiokness 534' ase Approx.Weight.7 psfIpp b b U C Cnd hints stag ht ,gl,,to solutle with 6d nails 8"o.c' Flre Test OSU T-3127,10-4-65 j ppasitasidos.5ou.d towed with TV,"glass iber,insulation Sound Test HALTL77-138.5.5-77 in stud space.(LOAD-BEARING) Q 3 C -illZarn s 1-HOUR WALL w �Fo O N.T.S. A >+zCE'S xo Z. TOP a r,az CHASE WALLS,WOOD FRAMED 5/8"GWB TYPE X G.W.B. 1 HOUR 55 to 59 STC W e 2x4 STAGGERED GA FILE NO.WP 5509 PROPRIETARY* FIRE SOUND U'�' STUDS ON 2xb PLATES RESILIENT CLIPS RESILIENT CHANNEL INSTALL w/CONNECT ��y.y rW✓ w/R-21 SOUND BATTS CHANNEL w/SCREW HOLE®BOTTOM TYPICAL GYPSUM WALLBOARD,WOOD STUDS -- — - WI--� w Z EXCEPT e BOTTOM PLATE WHICH IS REVERSED One layer 5/8 proprietary 1 x wallboard applied parallel or at right �t,,,, , I� Z O 4 type gypsum wa p a � � (2)LAYERS angles to each side of 2 x 4 wood studs 16 o cstaggered 8"o.w on 2 x s [� woad plates with 1 114 drywall screws 8 o,c Minimum 3-1/2'glass fiber O -may 0 C 5/8"GWB BOTTOM I/4"GAP TOP AND BOTTOM insulation,0.60 pi woven n cavty f e r (; \7 y �y 1Sylr z TYPE X FOR CAULKING Joint,staggered 24 on opposite sides. ySound tested with resilient channels on one side and 3-1/2"glass fiber Insulation � - ..y In stud cavity on both sides(LOAD BEARING) Thickness. 7-3/4• i t PROPRIETARY GYPSUM BOARD Approx.Weight:9 psf Fire Test: 14196,11NK09957, 3 American Gypsum Company LLC...............5/8"FireBloc®Type x Gypsum Board 7-7-22-11; CORRIDOR WALL UL R4024,478644457D, O O ASSEMBLY DETAIL O SOUNDWALL DETAIL �.1 l� UL Design U340 Sound Test: RALTLII-165,7-13-11 SCALE: , 1,2=,-0„ SCALE: , ,/2"=,'-0n 1-HOUR PARTY WALL w G d V N.T.S. G w E E u_ 3 STOREFRONT AND WINDOW SCHEDULE DOOR SCHEDULE WINDOW DOOR DOORS FRAME DOOR KICK 1--1 TYPE WIDTH HEIGHT MATERIAL U VALUE NOTES NO. WIDTH HEIGHT THICKNESS TYPE MAT FIN MAT FIN HDW TYPE PLATE REMARKS O S1 13,-0" 10'-0" BRONZE ANOD. ALUMINUM U-0.38 STOREFRONT 100A PR 3'-0" 7'-0" 1 3/4" B ALUM BA ALUM BA 1 S2 7'-0" 10'-0" BRONZE ANOD. ALUMINUM U-0.38 STOREFRONT 1008 3'-0" 7'-0" 1 3/4" C SC S WD S 6 101 3'-0" 7'-0" 1 3/4" A SC S WD S 4 A 5-0" 5'-6" FIBERGLASS U= 102 3'-0" 7'-0" 1 3/4" A SC S WD S 5 (��] C 3'-0" 5'-6" FIBERGLASS U= 104 3'-0" T-0" 3/4" A SC S WD S 3 9 I D 5-0" 4'-6" FIBERGLASS U= 105 3'-0" 7'-0" 1 3/4" A SC S WD S 6 E 1'-6" 5'-6" FIBERGLASS U= OPERABLE- SEE NOTE 106 3'-0" 7'-0" 1 3/4" A SC S WD S 3 C9 F 2'-8" 2'-0" FIBERGLASS U= 107 3'-0" 7'-0" 1 3/4" A FG P WD P 13 108 1 3'-0" 1 7'-0" 1 3/4" 1 A SC S WD S 3 Q+co109 3'-0" 7'-0" 1 3/4" A FG P WD P 13 �„� E+ 110 3'-0" 7'-0" 1 3/4" A SC S WD S 5 �1 111 3'-0' 7'-0" 1 3/4" A SC S WD S 6 p 112 3'-0" 7'-0" 1 3/4" A SC S WD S 4 113 3'-0" 7'-0" 1 3/4" C SC S WD S 6 114 3'-0" 7'-0" 1 3/4" C SC S WD S 6 NOTE: 115 3'-0" 7'-0" 1 3/4" A SC S WD S 4 OPERABLE SLIDER EMERGENCY EGRESS WINDOW 116 3'-0" 7'-0" 1 3/4" C SC S WD S 6 1.4 20.'MIN WIDTH x 24"MIN.HEIGHT WITH MIN NET 117 1 3'-0" 1 7'-0" 1 3/4" 1 A SC S WD S 4 CLEAR OPENING OF 5.1 5F. 118 3'-0" 7'-0" 1 3/4" C FG P WD P 8 119 3'-0" 7'-0" 1 3/4" A SC S WD S 4 12028 3'-0" 7'-0" 1 3/4" C SC S WD S 6 � 121 3'-0" 7'-0" 1 3/4" A SC S WD S 4 U 122 3'-0" 7'-0" 1 3/4" A SC S WD S 4 W 123 3'-0" 7'-0" 1 3/4" A SC S WD S 3 124 3'-0" 7'-0" 1 3/4" A SC S WD S 3 125 3'-0" 7'-0" 1 3/4" A SC S WD S 5 u 126 3'-0"' 7'-0" 1 3/4"' A SC S WD S 4 127 3'-0" 7'-0" 1 3/4" A SC S WD S 7 20 MIN. 128 3'-0" 7'-0" 1 3/4" C SC S WD S 7 20 MIN. 129 3'-0" 7'-0" 1 3/4" C SC S WD S 5 20 MIN. 130A PR 2'-6" 7'-0" 1 3/4" D BY MANUFACTURER SWING BOTH WAYS 130B 3'-0" 7'-0" 1 3/4" C SC S WD SC 7 20 MIN. 131A 3'-0" 7'-0" 1 3/4" C SC S WD SC 7 20 MIN. 131B 3'-0" 7'-0" 1 3/4" C SC S WD SC 15 3� 131C 3'-0" T-0" 3/4" C FG P WD P 132 PR 3'-0" 7'-0" 1 3/4" A SC S WD SC 10 133 3'-0" 7'-0" 1 3/4" C SC S WD SC 12 wo 134 3'-0" 7'-0" 1 3/4" C FG P WD P 8 136 3'-0" 7'-0" 1 3/4" C SC S WD SC 12 20 MIN. 138 3'-0" 7'-0" 1 3/4" A SC S WD SC --- 20 MIN. 139 3'-0" 7'-0" 1 3/4" A FG P WD P 13 150 3'-0" 7'-0" 1 3/4" C FG P WD P 9 161 3'-0" 7'-0" 1 3/4" C FG P WD P 9 N FD 3'-0" 7'-0" 1 3/4" A SC S WD SC 15 20 MIN. c� I Q) 2„ 2„ 21, 2„ 2.1 2„ 2" 2„ � off- ' 2'-II" 3'-2" 3'-3" 3'-3" AA BA = BRONZEDD ANODIZEDM "~ FG FIBERGLASS ❑ ICL L❑L ❑L HARDWARE TYPE 1 THRESHOLD, 3 PAIR BALL-BEARING HINGES, LEVER LATCH SET w/LOCK (1) LEAF SECURED TOP &BOTTOM, CLOSER, WEATHER SEAL, e TIGL TILL TILL TILL e C1L CIL e STOP, PANIC HARDWARE. _ e _ 2 1 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH w/LOCK, CLOSER, STOP. ❑ __ - __ - 3 1 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w/PRIVACY LOCK, STOP I [~ 4 1 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w/PUSH BUTTON OFFICE LOCK, STOP C7) T_0„ 5 1 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w/STORE LOCK, STOP e o 6 1 1/2 PAIR HINGES, LEVER LATCH SET, CLOSER, STOP. I �+ ❑ - - 7 1 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w/LOCK, CLOSER, SMOKE SEAL, STOP p 8 THRESHOLD, 1 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w/LOCK, CLOSER, WEATHER SEAL, STOP, PANIC HARDWARE. W 9 1 THRESHOLD, 1 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w/LOCK, CLOSER, WEATHER SEAL, STOP. ry d 10 3 PAIR BALL-BEARING HINGES, LEVER LATCH SET w/LOCK, STOP U v SI SI 11 1 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w/CLASSROOM LOCK (LOCK RELEASES WHEN LEVER IS DEPRESSED IN DIRECTION IN OF TRAVEL), CLOSER, STOP 0 12 1 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH w/CYPHER LOCK, CLOSER, STOP. U STOREFRONT TYPES 13 THRESHOLD, 1 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w/STAFF DEAD-BOLT LOCK (KEY ONLY ACTIVATED), WEATHER SEAL, STOP. SCALE: 1/4—" 14 1 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH, SMOKE SEAL, CLOSER, STOP, MAGNETIC HOLD-OPEN. 15 1 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH SET, SMOKE SEAL, CLOSER, STOP. �y o W A CV a ^ CLOSURE NOTES: W S 1. THRESHOLDS TO BE 1/2"BEVELED EDGE MAX, PROVIDE SWEEPS ®ALL THRESHOLDS 'Ty 2. ALL CLOSERS TO HAVE SILENCERS, 5#'s MAX INTERIOR E"O v 3. THE ACTUATING PORTION OF RELEASING DEVICE SHALL EXTEND AT LEAST ONE-HALF OF THE DOOR LEAF WIDTH W �CE- c 4. THE MAXIMUM UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS. t14" TY GLAZING SAFETY GLAZING A �W U] 92 SF.CLEAR 062408 HUMAN IMPACT PESTS062408 HUMAN IMPACT FWI�y.I OPENING W a O T. b„y„ 2�� T. 6„ 24„ 6„ 2„ O _ = zOC7 a e O © ❑D ❑E ❑F A B C D �+ O OPERABLE WINDOW TYPES DOOR TYPES w SCALE: 1/4"=1'-O" SCALE: 1/4"-1'-0" E E u_ 3 ❑° 0 0 �Co a °'� L] M M O GV 1-4 W M 0 u U W E 25'COMMON PATH <125'ALLOWA5LE,OK z" U 109'TOTAL D15TANCE<250'ALLOWABLE,OK d 0 n g o O O O O a O � 0 i6 0 O F j 3 ❑ j ' wo -- A , o q 2 =Xli .a x x 00 xIT m OILLU O O O O MAX. DIET.TO EXIT U 2 iu k O Ci F �r U U ❑ � G ,d O W d v d 0 xtt � z�rn G4 z oz O W. w CwEn z Z-o N F oc EXITING FLOOR PLAN w ova SCALE: O 0 3 Qfl � O �i � O EXI d v d E u_ 3 COMMERCIAL APPLICATION PERMIT SUBMITTAL ZING Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. 12 One (1) City of Arlington Commercial'Multi-Family Permit Application (One (1) permit application per building or structure is required) 12 One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Two (2) Architectural Drawings Two (2) Structural Drawings Two (2) Structural Calculations ❑ One (1) Project Specification Manuals (if applicable) One (1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms ❑ One (1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at (360) 403 3551 or by email to ced@arlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 11?2019 Page 1 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL ZIG Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code (IBC) 2. 2015 International Residential Code (IRC) 3. 2015 International Mechanical Code (IMC) 4. 2015 International Fuel Gas Code (IFGC) 5. 2015 International Fire Code (IFC) 6. 2015 Uniform Plumbing Code (UPC) 7. 2015 International Property Maintenance Code (IPMC) 8. 2015 International Existing Property Code (IEBC) 9. 2015 Washington State Energy Code (WESC) 10. 2017 Accessible& Usable Buildings and Facilities(ICC'A117.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56 &51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards. Administration. and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 110 miles per hour(Exposure B) Ground Snow Load: 25 pounds per square foot Seismic Zone: D1 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 inches Soil Bearing Capacity: 1.500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2 & IRC R401.4.1) D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42" paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink. blue line. or other professional media. Plans will not be accepted that are marked preliminary or not for construction. that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 11?2019 Page 2 of 9 Gt�1 COMMERCIAL APPLICATION PERMIT SUBMITTAL SING Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223• Phone(360) 403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. SITE PLAN -,REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners (or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer, gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. ARCHITECTURAL DRAWINGS 1. ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio (if applicable) 7. Occupant load calculation (show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. ❑ Floor Plan a) Plan view 1/8"minimum scale. Details a minimum %.-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. REV 11/2019 Page 3 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL SING Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 j) Show the location of all new walls, doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors, windows and penetrations. m) Provide a legend that distinguishes existing walls, walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum %4-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include alighting fixture schedule. 4. Framing Plan a) Specify the size,spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings, headroom,handrail and guardrail dimensions. 5. ❑ Storage Racks (if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. WASHINGTON STATE ENERGY CODE 1. One (1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shalt be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 11/2019 Page 4 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL SING Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 11/2019 Page 5 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Zl � Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMYTTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project:Holman Recovery Center Valuation: 1,421,600.00 Project Address: 16415 Smokey Point Blvd Arlington, WA 98223 Parcel ID#: 31052800201500 Legal Description 7 AC OF S 528FTOF NW1/4 LESS CO RD LESS Owner: Grandview North LLC Phone Number: 360-435-7171 Address: PO BOX 159 City:Arlington State:WA Zip Code:98223 Engineer:Glenn Wells Phone Number: 360-652-4553 Cell Phone: E-mail: glennwellsarchitectCa)amail.com 324 West Bay Dr Suite 102 OI m is 98223 Address: Y City: Y p State:WA Zip Code: General Contractor:Grandview North, LLC Phone Number: 360-435-7171 Cell Phone: 425-359-5630 E-mail: gv@graandviewinc.net Address:PO BOX 159 City:Arlington State: WA Zip Code: 98223 Contractor's License Number:GRAN D N L013KP Expiration:7/13/2021 Contact Person: Debbie Whitis Phone Number: 360-435-7171 Cell Phone: 360-435-7171 E-mail: debbie@grandviewinc.net Address: PO BOX 159 City:Arlington State: WA Zip Code: 98223 Proposed Scope of Work:14,000 sf single story building with a 32 bed recovery center and associated parking REV 11/2019 Page 6 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone(360) 403-3551 Project Name/Tenant Holman Recovery Center Site Address16415 Smokey Point Blvd Bldg/Unit/Suite IBC Construction Type VB IBC Occupancy Type B/A-2 R-1 Description of Use 32 bed rehabilitation center Building Square Footage 14,216 Number of Stories 1 Square Footage Per Floor14,216 Will there be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems ❑ Compressed gas systems Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure, tents (>200sq ft)or canopies (>400 sq ft) Provide details on any of the above checked items: defer the sprinkler permit until later date Installation, changes, modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. Statement of Special Inspection REV 11/2019 Pane 7 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL xl � Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 Name of Project: Project Address: Special Inspection Firm: Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector. The contractor shall maintain all daily inspections reports, on site,for review. REV 11/2019 Page 8 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL ��ING Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: Date: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Liz) � Applicants Signature Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 11/2019 Page 9 of 9 150'-0' 42'-0' 46'-6' 26'-3' r r N 1p xo p N N O N ti -- - - -- --- - - ----� N o 0 m A A p p Z I I I I I \ N N Z A 6 O ————— - - ----- II N cmn A- A N I I � Om0606�A Fr--Flo N m L m �Z3A Ul z EAn p p E01 a a D O J I I �AOD<3� 0 OSO�A Tom 0 Ofrim3mS0 '0 FD zpA<Ncn A A ��oODEr OO I I U) A -OAODOEE S Om 10 O r A oAA J II II II I II I I N p � r -� A L h — — —————— — — —— —— O N_ m J - - -------- - U L_J —� JJ w 6'-0' N 42'-m" A 6 �' A— _�� L 1p AN a NII � III QD � O�mI06'OSA �� ytitm 3mpx.0 w OmArAEOz a— w 0 rZ001 ODEo m 0 s z3Azi D �'— j�D�OEE L w ro >J�OmA A OI I A IIo 4' w a � I - - - -- - - - - ----- -- - - -- —J—r -- - - -- -- - -I '� � � �II� L Jw rL_J w JJ N 40'-0" A L J I F-- Ilul I I r~ liil I I OmOmOSA II N 'mArA�O�M-M O 6` m_ zApA<w- II rzOOZiD II I s I I �A�DOENE I"I I I L— ✓nOmA ii Nw A A I N_ iI10 I A I _ � I L — — —————— — — ————— -A L J- ------ r-, omo�oN? 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