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APPROVED BLD2024-0309+Mechanical_Plan+3.6.2024_10.49.59_AM+4107158MECHANICAL ABBREVIATIONS A AMPS IBC INTERNATIONAL BUILDING CODE AC AIR CONDITIONING IFGC INTERNATIONAL FUEL GAS CODE ACH AIR CHANGES PER HOUR ICW INDUSTRIAL COLD WATER ACT ACOUSTICAL CEILING TILE ID INSIDE DIAMETER/DIMENSION AD ACCESS DOOR IE INVERT ELEVATION ADD'L ADDITIONAL IEER INTEGRATED ENERGY EFFICIENCY RATIO AFF ABOVE FINISHED FLOOR IMC INTERNATIONAL MECHANICAL CODE AFG ABOVE FINISHED GRADE IN INCHES AHU AIR HANDLING UNIT IN WIG INCHES WATER GAUGE AL/ALUM ALUMINUM IPLV INTEGRATED PART LOAD VALUE AMP/AMPS AMPERAGE KW KILOWATTS AP ACCESS PANEL LAT LEAVING AIR TEMPERATURE ARCH ARCHITECT LB/LBS POUND/POUNDS BC BEADED COLLAR LF/LIN FT LINEAL FOOT/FEET BDD BACKDRAFT DAMPER LPG LIQUID PROPANE GAS BF BELOW FLOOR LPS LOW PRESSURE STEAM BHP BRAKE HORSEPOWER LVG LEAVING BLDG BUILDING LWA SOUND POWER RATING LEVEL (IN DB) BOD BOTTOM OF DUCT LWG LOW WALL GRILLE BOP BOTTOM OF PIPE LWT LEAVING WATER TEMPERATURE BOT BOTTOM MA MAKE-UP AIR BS BIRD SCREEN / BLACK STEEL MAX MAXIMUM BTU BRITISH THERMAL UNIT MAU MAKE UP AIR UNIT BTUH BRITISH THERMAL UNITS PER HOUR MBH 1000 BRITISH THERMAL UNITS/HOUR CAP CAPACITY MCA MINIMUM CIRCUIT AMPACITY CBD CALIBRATED BALANCING DAMPER MD MOTORIZED DAMPER CC CONTROLS CONTRACTOR MFR MANUFACTURER CD CEILING DIFFUSER/CONDENSATE DRAIN MISC MISCELLANEOUS CDWR CONDENSER WATER RETURN MIN MINIMUM/MINUTE CDWS CONDENSER WATER SUPPLY MPS MEDIUM PRESSURE STEAM CFM CUBIC FEET PER MINUTE MT MOUNT CHWR CHILLED WATER RETURN MTD MOUNTED CHWS CHILLED WATER SUPPLY MUA MAKE-UP AIR CLG CEILING MUW MAKE-UP WATER COL COLUMN NA NOT APPLICABLE CONIC CONCRETE NC NORMALLY CLOSED/NOISE CRITERIA COND CONDENSATE NG/NGAS NATURAL GAS CONN CONNECT/CONNECTED/CONNECTION NIC NOT IN CONTRACT CONT CONTINUOUS/CONTINUATION NO NORMALLY OPEN/NUMBER CONTR CONTRACTOR NPW NON -POTABLE WATER COORD COORDINATE N-R NON-RESIDENTIAL COP COEFFICIENT OF PERFORMANCE OA/OSA OUTSIDE AIR CT COOLING TOWER OBD OPPOSED BLADE DAMPER CU CUBIC/CONDENSER UNIT OD OUTSIDE DIAMETER/DIMENSION CW DOMESTIC COLD WATER/CONDENSER WATER PCF POUNDS PER CUBIC FOOT DB DUCTBOARD/DRY BULB/DECIBEL PD PRESSURE DROP DDC DIRECT DIGITAL CONTROL PH PHASE DEFL DEFLECTION POC POINT OF CONNECTION DEG DEGREE/DEGREES P/PRESS PRESSURE DIA DIAMETER PSI POUNDS PER SQUARE INCH DMPR DAMPER PSIG POUNDS PER SQUARE INCH GAUGE DN DOWN QTY QUANTITY DOAS DEDICATED OUTSIDE AIR SYSTEM R/(R) RETURN GRILLE/RELOCATED/RETURN DWG DRAWING RA RETURN AIR EXH EXHAUST RD/RND ROUND EA EACH/EXHAUST AIR REF REFERENCE EAT ENTERING AIR TEMPERATURE REQ REQUIRED EC EGGCRATE GRILLE/END CAP/ELEC CONTRACTOR RESID RESIDENTIAL EER ENERGY EFFICIENT RATING RF RELIEF EF EXHAUST FAN RG REFRIGERANT DISCHARGE GAS EFF EFFICIENCY RL REFRIGERANT LIQUID EL ELEVATION RPM REVOLUTIONS PER MINUTE ELEC/ELECT ELECTRICAL/ELECTRIC RS REFRIGERANT SUCTION EMCS ENERGY MANAGEMENT CONTROL SYSTEM S SUPPLY ENT ENTERING SA SUPPLY AIR EQUIP EQUIPMENT SAT SATURATION/SUPPLY AIR TEMPERATURE ESP EXTERNAL STATIC PRESSURE SD SMOKE DETECTOR EWT ENTERING WATER TEMPERATURE S/D SLIP & DRIVE CONNECTION EXIST/(E) EXISTING S-C SEATTLE --- CODE EXH EXHAUST SEER SEASONAL ENERGY EFFICIENCY RATING F FAHRENHEIT SENS SENSIBLE FAC FIRE ALARM CONTRACTOR SL SOUND LINED FD FIRE DAMPER SM SHEETMETAL FDC FIRE DEPARTMENT CONNECTION SPEC SPECIFICATION FF FINISHED FLOOR SO SCREENED OPENING FIC FURNISHED AND INSTALLED BY CONTRACTOR SOG SLAB ON GRADE FIO FURNISHED AND INSTALLED BY OWNER SIP STATIC PRESSURE FLA FULL LOAD AMPS SF SQUARE FEET FLEX FLEXIBLE SS STAINLESS STEEL FLR FLOOR STRUC STRUCTURAL FOB FLAT ON BOTTOM TA TRANSFER AIR FDIC FURNISHED BY OTHERS, TEMP TEMPERATURE/TEMPORARY INSTALLED BY CONTRACTOR TBD TO BE DETERMINED FOS FLAT ON SIDE TOD TOP OF DUCT FOT FLAT ON TOP TOS TOP OF STEEL/TOP OF SLAB FP FIRE PROTECTION TOT TOTAL FPM FEET PER MINUTE TSP TOTAL STATIC PRESSURE FSAE FIRE SERVICE ACCESS ELEVATOR TSTAT THERMOSTAT FSD FIRE/SMOKE DAMPER TYP TYPICAL FT FOOT/FEET UH UNIT HEATER FUT FUTURE UNO UNLESS NOTED OTHERWISE FV FACE VELOCITY V VOLT G GRILLE VA VENTILATION AIR GA GAUGE/GALLON VD VOLUME DAMPER GALV GALVANIZED VEL VELOCITY GC GENERAL CONTRACTOR VERT VERTICAL GPM GALLONS PER MINUTE VFD VARIABLE FREQUENCY DRIVE GRD GRILLE/REGISTER/DIFFUSER VOL VOLUME GWB GYPSUM WALL BOARD W WRAPPED DUCT HD HEAD WB WET BULB HORIZ HORIZONTAL WG WATER GAUGE HP HORSEPOWER W/ WITH HR HOUR W/0 WITHOUT HSPF HEATING SEASONAL PERFORMANCE FACTOR W/SF WATTS PER SQUARE FOOT HT HEIGHT WAC WASHINGTON ADMINISTRATIVE CODE HWTG HIGH WALL TRANSFER GRILLE WSEC WASHINGTON STATE ENERGY CODE HWR HOT WATER RETURN HWS HOT WATER SUPPLY HX HEAT EXCHANGER HZ HERTZ MECHANICAL LEGEND 10"X10" RECT SUPPLY AIR DUCT 10"X10" UP/TOWARD 10"X10" RECT SUPPLY AIR DUCT 10"X10" DN/AWAY LLJ 10"X10" RECT RETURN DUCT 10"X10" UP/TOWARD 10"X10" RECT RETURN DUCT 10"X10" DN/AWAY 10"X10" RECT EXHAUST 10"X10" UP/TOWARD 10"X10" RECT EXHAUST 10"X10" DN/AWAY 10" o 10"1 ROUND DUCT - UP/TOWARD 105 i 10" o ROUND DUCT - DN/ AWAY i �12"X`10"O FLATOVAL DUCT - UP/ TOWARD 12"X10"0 i i FLATOVAL DUCT - DN/ AWAY 10"0 o DUCT OVERLAP 10" o 17-11. BOOT TAP 10" o 10" 0 45a TAP O� W"VOLUME DAMPER 10 10"0 TCALIBRATED BALANCING DAMPER RISER) & DROP(D) TRANSITION ' TURNING VANES/SPLITTERS s DUCT MOUNTED SMOKE DETECTOR BACK DRAFT DAMPER FLEXIBLE DUCT AIR FLOW (DRAWN AIR) V> AIR FLOW (FORCED AIR) COMBINATION FSD FIRE DAMPER SMOKE DAMPER MOTOR OPERATED DAMPER ACCESS DOORS SOUND TRAP FLEX CONNECTION 16"X16"ODSL ACOUSTICALLY LINED DUCT OD = OUTSIDE DIMENSIONS SL = SOUND LINING (THICKNESS) FABRIC DUCT CLEARANCE ® SUPPLY AIR DIFFUSER (WITH CORE BLANKOFF/ROTATE) ® CEILING EXHAUST AIR GRILLE CEILING RETURN OR TRANSFER AIR GRILLE o SLOTTED DIFFUSER (PLAN VIEW) Qx REVISION CLOUD & TRIANGLE ##"0 ROUND DUCT SYMBOL ##X##'O FLATOVAL DUCT SYMBOL ##a DEGREES SYMBOL POINT OF CONNECTION CD1-100 GRID TAG IDENTIFIER = TYPE-CFM 8"0 SIZE 0 T'STAT/TEMP SENSOR Co CARBON DIOXIDE SENSOR 0 HUMIDITY SENSOR sD SMOKE DETECTOR @ CARBON MONOXIDE SENSOR sP STATIC PRESSURE SENSOR OC OCCUPANCY SENSOR Q NITROGEN DIOXIDE SENSOR EXISTING DUCTWORK DEMO DUCTWORK I WALL -MOUNTED GRILLE oo PIPE ELBOW UP E PIPE ELBOW DN DIRECTION OF FLOW DIRECTION OF SLOPE DOWN ] PLUG OR CAP PRESS REDUCING ASSEMBLY SOLENOID VALVE PUMP �--CHWS/CHWR-5 CHILLED WATER SUPPLY/RETURN RL/RS-----S REFRIGERANT LIQUID/SUCTION NG NATURAL GAS LPG LIQUID PROPANE GAS �-CDWS/CDWRS CONDENSER WATER SUPPLY/RETURN z-HWS/HWR--S HEATING WATER SUPPLY/RETURN 2- C 0 N D CONDENSATE FOV FUEL OIL VENT �-FOS/FOR­5 FUEL OIL SUPPLY/RETURN 2 RDG REFRIGERANT DISCHARGE GAS MECHANICAL GENERAL NOTES 1. WORK SHALL CONFORM TO APPLICABLE CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE 2018 IBC, 2018 WSEC, 2018 IMC AND SIMILAR YEAR WAC 296-104 BOILER RULES INCLUDING ALL WASHINGTON STATE OR AHJ SPECIFIC AMENDMENTS. 2. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNO. 3. LOCATION AND DETAILS OF EQUIPMENT, DUCT ROUTING, AND CONNECTIONS ARE APPROXIMATE. COORDINATE FINAL LOCATIONS WITH OTHER TRADES. INSTALL IN ACCORDANCE WITH APPROVED SUBMITTALS AND DETAIL DRAWINGS WHEN APPLICABLE. 4. VERIFY EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC. NOTIFY PROJECT ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. 5. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF ADDITIONAL QUESTIONS REMAIN, CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING. 6. ALL STRUCTURAL OPENINGS AND PLATFORMS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR UNO. 7. DUCT SEALING AND CONSTRUCTION TO MEET SMACNA AND ENERGY CODE REQUIREMENTS, UNO. REFER TO DUCT PRESSURE CLASS SCHEDULE IN THIS DOCUMENT. 8. ALL CEILING DIFFUSERS ARE 4-WAY THROW UNLESS NOTED OTHERWISE. 9. ALL DUCT DIMENSIONS ARE OUTSIDE DIMENSIONS BEFORE SOUND LINING HAS BEEN ACCOUNTED FOR (ODSL, WITH SOUND LINING Q 1", UNO) 10. OUTSIDE AIR INTAKES ON ALL AIR HANDLING UNITS SHALL BE 10 FEET AWAY FROM ANY VENTS, STREETS, LOADING DOCK, NEIGHBORING LOT LINES & FUEL BURNING EQUIPMENT OR 3 FEET BELOW / 25' ABOVE ANY CONTAMINANT SOURCE WITHIN 10 FEET. 11. ALL AIR ECONOMIZERS SHALL BE CAPABLE OF THE FOLLOWING PER C403.5.1 & C403.5.5: -0% TO 100% OF THE DESIGN SUPPLY AIR WITH FAULT DETECTION & DIAGNOSTIC REPORTING. -CONTROLLED BY A CONTROL SYSTEM DETERMINING IF THE OUTSIDE AIR CAN MEET PART OR ALL OF THE BUILDING COOLING LOADS. -INTEGRATED TO PROVIDE PARTIAL COOLING EVEN WHEN MECHANICAL COOLING IS REQUIRED. 12. OUTSIDE AIR INTAKE, RELIEF, AND EXHAUST OPENINGS SHALL BE EQUIPPED WITH MOTORIZED CLASS 1 LOW LEAK (<4 CFM/SF @ 1"WG) DAMPERS OR GRAVITY PER EXCEPTIONS IN C403.7.8) DAMPERS WHICH CLOSE AUTOMATICALLY WHEN SYSTEM IS OFF OR UPON POWER FAILURE, UNO FOR SMOKE CONTROL SYSTEM OPERATION 13, THE CONTROL SYSTEM SHALL MEET C403 AND BE PROGRAMMABLE, CAPABLE OF BEING SET FOR DIFFERENT DAY TYPES PER WEEK, DEADBAND SETTING OF AT LEAST 57, BETWEEN THE HEATING AND COOLING SETPOINTS AND SETBACK TEMPERATURES WITH OPTIMAL START CONTROL. CONTROL SYSTEM SHALL INCLUDE A MICROPROCESSOR AND BE CAPABLE OF VARYING FLOWS AND RESETTING SUPPLY AIR & WATER TEMPERATURES BY REPRESENTATIVE BUILDING LOADS WHERE REQUIRED IN C403.4. 14, WHERE REQUIRED BY C103 OR C408, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE OF SYSTEM ACCEPTANCE PER THE ENERGY CODE. AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER. ALL HVAC SYSTEMS SHALL BE BALANCED AND A WRITTEN BALANCING REPORT SHALL BE PROVIDED TO THE OWNER. HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH APPROVED PLANS. A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. A COMPLETE FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PROVIDED TO THE OWNER. 15, MECHANICAL SYSTEMS SHALL COMPLY WITH SEISMIC RESTRAINT REQUIREMENTS OF THE BUILDING CODE, SMACNA AND ASCE 7. ALL LIFE SAFETY OR HAZARDOUS MATERIAL RELATED SYSTEMS SHALL BE DEEMED AN Ip=1.5 FOR RESTRAINT METHODS OR AS NOTED ON THE DRAWINGS. REFER TO CODES FOR INSTALLATION REQUIREMENTS AND EXCEPTIONS BASED ON SIZING, WEIGHTS AND MOUNTING HEIGHTS. 16, PROVIDE EARTHQUAKE RESTRAINTS FOR HVAC EQUIPMENT AS REQUIRED BY SMACNA SEISMIC RESTRAINT MANUAL, SEISMIC HAZARD B. WIRES FOR CEILING SYSTEM ETC. SHALL NOT BE HUNG OFF HVAC EQUIPMENT OR HVAC EQUIPMENT SUPPORTS. 17, PROVIDE FIRE AND COMBINATION FIRE/SMOKE DAMPERS WHERE SHOWN ON PLANS AND WHERE REQUIRED PER CODE, AT 1-1/2 HR RATING UNO. 18. ALL PIPING PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE SEALED WITH AN UL APPROVED FIRE CAULKING. ALL MATERIALS EXPOSED WITHIN PLENUMS SHALL BE NON-COMBUSTIBLE OR SHALL BE UL LISTED AND LABELED FOR INSTALLATION IN PLENUMS OR AS HAVING A FLAME SPREAD INDEX < 25 AND A SMOKE -DEVELOPED INDEX OF < 50. 19. SMOKE DETECTORS PROVIDING AUTOMATIC SHUTDOWN SHALL BE PROVIDED IN THE RETURN AIR, PER MECH CODE, SUCH AS HVAC EQUIPMENT DELIVERING (NOT EXHAUST) >2000 CFM (INCLUDING MULTIPLE UNITS DUCTED INTO COMMON DISTRIBUTION OR RETURN, WITH A TOTAL SUPPLY >2000 CFM) OR EACH STORY OF RETURN SYSTEMS OVER 15,000 CFM IN A MULTI -STORY INSTALLATION, NOT IN SYSTEMS SERVING SINGLE ROOMS/SPACES. SMOKE DETECTORS SHALL BE PROVIDED BY EC, INSTALLED BY MC (WHEN IN DUCTWORK). POWER -WIRING AND INTERLOCK TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR AS APPLICABLE. VAV BOX (WITH FAN) SHUTDOWN CAN BE THROUGH CONTROLS SYSTEM. 20. ARCHITECTURAL ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY GC AT ALL CONCEALED EQUIPMENT AND DEVICE LOCATIONS, UNO. 21. ALL MOTOR STARTERS NOT SHOWN IN EQUIPMENT SCHEDULES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. MOTOR EFFICIENCIES TO MEET OR EXCEED ENERGY CODE C405.8 MINIMUM. 22. FOR ALL "SEALED AIR TIGHT" OR PRESSURIZED SHAFTS/ROOMS AND PRESSURE/TEMPERATURE/HUMIDITY CONTROLLED ROOMS, THE FOLLOWING SHALL OCCUR: -USE CHAPTER 909 OF THE LATEST IBC FOR MAX ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR TIGHT STAIR SHAFT CONSTRUCTION. -ALL VERTICAL JOINTS, CORNERS AND WALL TRACKS (TOP AND BOTTOM) SHALL BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT (BY GC) -ANY FLOOR DECKING PERPENDICULAR TO THE CONSTRUCTION SHALL BE CAULKED (BY GC). FILLING WITH ROCK WOOL IS NOT ACCEPTABLE. -ANY PENETRATIONS OF THE CONSTRUCTION (DUCTWORK, CONDUIT, PIPING, ...) SHALL BE SEALED ON BOTH SIDES -ALL DOORS SHALL BE PROVIDED WITH TIGHT FITTING GASKETS AND THRESHOLD SWEEPS, AND OPEN AGAINST THE DIRECTION OF PRESSURE. -IN ADDITION TO ABOVE, ROOM ENVELOPE TO HAVE VAPOR BARRIER FOR HUMIDITY CONTROLLED ROOMS -ROOM ENVELOPE TO BE INSULATED (R-11 MIN) IF TEMPERATURE DIFFERENCE EXCEEDS 10aF TO ADJACENT AREAS 23, ALL ADHESIVES, SEALANTS, PAINTS AND COATINGS USED DURING THE INSTALLATION/FINISH WORK SHALL MEET THE LEED REQUIREMENTS FOR IEQ. 24. MAXIMUM STANDARD LENGTH OF FLEXIBLE DUCT SHALLBE PER BUILDING STANDARDS OR 12' MAX; UP TO 25' MAXIMUM LENGTH IS ACCEPTABLE TbTALE REIDFERT TO INSTBALLATIONTESTED DETAILOST FOR "CON NECTOR") SUPPORT REQUIIREIS DMEIDNTSUCT . FLEIXIBILJE DEUCT ASEIDFLAME SPREAD BY 1 LRATI G SIZE 8S A ENLLDBEDO 25 ANDCSMOKE 5a DEVELOPED RATING SHALL BE < 50. USE THERMAFLEX MODEL G-KM FOR LOW AND MEDIUM PRESSURE APPLICATIONS OR APPROVED EQUAL. 25, ELECTRICAL METERING OF SYSTEMS AS REQUIRED BY ENERGY CODE SECTION C409 IS BY ELECTRICAL. THE ELECTRICAL DESIGN & CONTRACTOR TEAM WILL FURNISH THE NECESSARY ELECTRICAL DISTRIBUTION AND METERING COMPONENTS - SEE ELECTRICAL DRAWINGS. THE MECHANICAL CONTRACTOR WILL FURNISH A BUILDING MANAGEMENT SYSTEM CAPABLE OF COLLECTING AND STORING THE INFORMATION WITH A VISIBLE DISPLAY/NOTIFICATION READILY ACCESSIBLE TO OPERATION AND MANAGEMENT PERSONNEL AS REQUIRED. 26. THE PROJECT TEAM IS COLLECTIVELY RESPONSIBLE FOR COMPLIANCE WITH ENERGY CODE REQUIRED "RENEWABLE ENERGY SYSTEMS" AS WELL AS C406 " EFFICIENCY PACKAGES" AS APPLICABLE TO THE PROJECT AND AS COORDINATED DURING DESIGN WITH ENTIRE DESIGN/CONSTRUCTION TEAM. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE City Of Edmonds Building Department Work MECHANICAL Address 22811 100TH ST SW Owner EDWAY TAPHOUSE Approved Date 03/13/2024 Building Official Er�& CVA*x Permit Number BLD2024-0309 DRAWING INDEX SHEET NO. SHEET TITLE CURRENT REVISION M0.00 COVER SHEET - HVAC M0.01 CONSTRUCTION STANDARDS - HVAC M0.02 CONSTRUCTION STANDARDS - HVAC M2.01 1ST FLOOR PLAN & SCHEDULE - HVAC APN NUMBER 27033600107900 LEGAL DESCRIPTION SEC 36 TWP 27 RGE 03RT-12B-1) S68FT OF N150FT OF W1/2 N1/2 NW1/4 NW1/4 NE1/4 EXC W 37.5FT THOF FOR RD LESS WD 423/103 TO CITY OF ED Hermanson Building Today, Defining Tomorrow Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACLO05BJ EDWAY TAPHOUSE ERV 22811 100TH AVE. W. EDMONDS, WA 98020 ISSUE FOR PERMIT Key Plan RECEIVED Mar 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT _.way 5 _ Revisions 3 f a f wetll ah Edmonds ©` ­oe, f .+ 4:4inrn roods 72IItn St SW 2701hS SW e __ 111-F'.49M MELODY Tool% HILL T Woodway �' FIVE ReaLu.'' Moto i •� S W,, �feDanese�Rectauram 22Msts Csperance 22811 100th Ave M 0ominds Pla>. a W, Edmonds, WA 98020, United States r > 4 � £ ©SND•I SI'E I IR p $ - T'.lountlnke 4 •.n., ,r Mountlake Terrace T I ravelodpe 5 L.Is9e•IGr NIN SWIM Gals Cw ■ GAT S > \r luonEE j 4R""I Cmeherre Mountlake Qrn, IL,,... L,,., 1 --- ( T Domino s VICINITY MAP NO SCALE 02/XX/24 WSS ISSUE FOR PERMIT No. Date By Description i "O_W.*.-j SITE MAP NO SCALE FOR CITY USE: Design Team Design WSS Drawn FVP Checked DTN Pre -Construction Number 81-19-00000 Construction Number Issue Date 02/XX/24 COVER SHEET - HVAC M0.00 DUCT CONSTRUCTION STANDARDS DUCT CONSTRUCTION STANDARDSOHermansonDUCT CONSTRUCTION STANDARDSOHermansonDUCT CONSTRUCTION STANDARDS 2020 VE OHermanson 020 VERSIOP 1020 VERSIOP 1020 VERSIOP'! ffHermanson Hermansion Today,Building - RECTANGULAR DUCT CONSTRUCTION RECTANGULAR DUCT CONSTRUCTION RECTANGULAR DUCT CONSTRUCTION RECTANGULAR DUCT CONSTRUCTION Hermanson Company LLP GALVANIZED STEEL: 2" STATIC PRESSURE GALVANIZED STEEL: 3" STATIC PRESSURE GALVANIZED STEEL: 4" STATIC PRESSURE GALVANIZED STEEL: 6" STATIC PRESSURE Kent, Washington 9"80 z Tel: (206) 575-9700 Fax: (206) 575-9800 RECTANGULAR DUCT CONSTRUCTION STANDARDS RECTANGULAR DUCT CONSTRUCTION STANDARDS RECTANGULAR DUCT CONSTRUCTION STANDARDS (206) 5 5-980 n.com C RECTANGULAR DUCT CONSTRUCTION STANDARDS DUCT CONSTRUCTION JOINTS JOINT REINFORCEMENTS MID -POINT REINFORCEMENTS DUCT CONSTRUCTION JOINTS JOINT REINFORCEMENTS MID -POINT REINFORCEMENTS DUCT CONSTRUCTION JOINTS JOINT REINFORCEMENTS MID -POINT REINFORCEMENTS Contractor Reg #: HERMACL005BJ Fftn-elidth Panel Width Panel Width Panel Width Panel Width Panel Widthsion Long Seam Type Quantity (+) Press. I-) Press. Quantity (+) Press. I-) Press. Dimension Dimension Long Seam Type Quantity (+) Press. (-) Press. Quantity (+) Press. (-) Press. Dimension Panel Width DUCT CONSTRUCTION JOINTS JOINT REINFORCEMENTS MID -POINT REINFORCEMENTS Panel Width Dimension Long Seam Type Quantity (+) Press. (-) Press. quantity (+) Press. (-) Press. Dimension (PWD) Panel Gauge Joint Type Joint length PWD PWD Panel Gauge Joint Type Joint Length PWD PWD Panel Gauge joint Type Joint Length PWD (No Sealant Required) Required Site/Type Size/Type Required Size/Type Size/Type (PWD) ( 1 (Sealant Required) Required Size/Type Size/Type Required Size/Type Size/Type (PWD) Dimension Lon Seam Type quanbt +Press. Press. Quantity +Press. Press. Dimension ( ) (Sealant Required) Required Size/Type Size/Type Required Size/Type Size/Type (PWD) Panel Gauge g VP Joint Type Joint Length y ( ) O ty ( ) ( ) 0 - 12 " 24 Snap -Lock Flat S & D 59 --- --- --- --- --- 0 - 12 " 0 16 " 24 Snap -Lock Stnd S & D 59 --- --- --- --- --- 0 16 " (PWD) (Sealant Required) Required Size/Type Size/Type Required Size/Type Size/Type (PWD) 0 - 8 " 24 Sm Pittsburg TDF 56 -- 0 - 8 " 13 - 18 " 24 Snap -Lock Stnd S & D 59 13 18 " 17 23 " 24 Snap -Lock TDF 56 --- 17 - 23 " 0 - o " 24 Snap -Lock ( I DF 56 --- --- --- --- 0 - 8 " 9 - 12 " 24 Sm Pittsburg TDF 56 --- --- --- 9 - 12 " 19 - 23 " 24QT O33 Snap -Lock TDF 56 --- -- 19 - 23 " 24 - 26 " 24 (j Snap -Lock TDF 56 --- --- --- --- --- --- 24 - 26 " 9 - 12 " 24 Snap -lock 0 TDF 56 --- --- 9 - 12 " 13 - 22 " 22 Sm Pittsburg TDF 56 --- 13 - 22 " 24 - 26 " 24 Q Snap -Lock TDF 56 --- --- --- 24 - 26 " 27 - 30 " 22 Snap -Lock TDF 56 --- --- --- --- --- 27 - 30 " 13 - 22 " 24 Snap -Lock Q TDF 56 --- 13 - 22 " 23 - 24 " 22 C Sm Pittsburg TDF 56 --- --- --- --- 23 - 24 " 27 - 30 " 24 Q3 Snap -Lock TDF 56 --- --- --- --- --- 27 - 30 " 31 - 42 " 22 (D Snap -Lock TDF 56 --- --- --- 1 W' EMT Q7 31 - 42 " 23 28 " 22 (I Snap -lock �z TDF 56 --- --- --- 23 - 28 " 25 - 30 " 22 (i Sm Pittsburg TDF 56 --- 1 Y," EMT Q7 25 - 30 " 31 - 42 " 24 Ql Snap -Lock TDF 56 --- --- 1 %," EMT Q7 31 - 42 " 43 47 " 22 10 Snap -Lock TDF 56 1 '/," EMT Q7 1 %," EMT C7, 43 47 " 29 - 36 " 22 ( Snap -Lock ( TDF 56 --- --- --- 1 '/," EMT Q7 29 - 36 " 31 - 36 " 20 C1 Sm Pittsburg TDF 56 --- 1 G" EMT Q7 31 - 36 " EDWAY 55 - 60 ' 20 1Q Snap Lock TDF 56 1 %," EMT 7) --- - 55 - 60 " 55 - 60 " 20 QL Snap Lock':;2 TDF 56 1 Y," EMT O 1 Y," EMT O 55 - 60 " 43 - 60 " 20 Oi Snap Lock ( TDF 56 1 %2" EMT 7 1 Y2" EMT 7 43 - 60 " 61 - 72 18 1 SrTI Pittsburg TDF 56 1 W' EMT Q7 1 Yi' EMT Q7 37 - 60 " O p- � O p- O O O p- O O O 20 O 43 - 54 22 1 Snap -Lock Lock TDF 56 - 1 b' EMT 7 43 - 54 " 48 54 " 22 1 Snap -Lock Lock Cz TDF 56 1 Y2 EMT 7 1 /2 EMT 7 48 - 54 37 - 42 20 1 Snap -Lock Lock z TDF 56 1 /, EMT 7) 37 - 42 ' 37 - 60 ' C Lg Pittsburg TDF 56 1 W' EMT QQ 1 Y," EMT Q 61 - 72 " 61 - 72 " 20 1Q Snap -Lock TDF 56 1 X" EMT Q7 1 %," EMT Q7 61 - 72 " 61 - 84 " 20 1Q Snap -Lock tz� TDF 56 1 %," EMT Q7 2 X" EMT (2 61 - 84 " 61 - 72 " 20 T Snap -Lock ` TDF 56 1 '/," EMT Q 2 Y2" EMT Q7 61 - 72 " 73 - 84 " 18 Qi Lg Pittsburg TDF 56 1 Y," EMT Q7 2 Y2" EMT Q7 73 - 84 " 97 - 120 " 18 1Q L PittsburgDF 28.875 1 %, EMT Q . O 97 - 120 " 97 - 120 " 18 1 Lg Pittsburg TDF 28.875 1 /2 EMT Q7 --- C--- 97 - 120 " 97 - 120 18 OI Lg Pittsburg TDF 56 1 '/2" EMT (2 2 %," EMT -- 73 - 96 " 85 - 96 " 16 Lg Pittsburg TDF 56 1 Y2" EMT ® 2 %:" EMT ® 85 - 96 " TAPHOUSE ERV 73 - 96 " 20 1Q Snap -Lock TDF 56 1 /: EMT 70 2 %,' EMT 7 73 - 96 " 85 - 96 " 18 O Lg Pittsburg TDF 56 1 ;, EMT 70 Z /: EMT 7 85 - 96 " 73 - 96 18 QI Lg Pittsburg TDF 28.875 1 %," EMT Q7 --- --- 97 - 120 " 97 - 120 " 16 Lg Pittsburg TDF 28.875 1 Y," EMT ® --- --- --- 97 - 120 " 121 - 180 " 18 1 Lg Pittsburg TDF 28.875 2 %," EMT Q7 --- --- 1121 - 180 1121 - 180 1 18 (j) Lg Pittsburg TDF 28.875 2 %" EMT Q7 --- --- 121 - 180 " 121 - 180 " 18 Lg Pittsburg I TDF 28.875 2 1 W EMT Q7 I --- I --- --- 121 - 180 " 121 180 " 18 Lg Pittsburg I TDF 22.875 2 1 G" EMT ® --- --- 121 - 180 " NOTES NOTES NOTES NOTES (D Sea SMACNA Fig. 2.9 for gead,ng Repu"ement, (D See SMACNA Fig- 29 for Reading Requirements (1) See SMACNA Fig. 2.9 for Beading Requirements ( See 5MACNA Fig. 2.9 for seeding Requirements 22811 100TH AVE. W. `✓ Add Tek-Screw in Snap Lock within 2 Inches of Connectors- Rehr to SMACNA Fig. 2-2 (Detail L-2) O Add Tek-Screw in Snap -Lock within 2 Inches of ConneRors. Rehr to SMACNA Fig. 2-2 (Detail L-21 Q Add Tek-Screw in Snap-Lmk within 2 Inches of Connectors. Refer to SMACNA Fig- 2-2 (Detail L-2) C Add Tek-Screw In Snap -lock within 2 Inches of Connectors. Refer to SMACNA F Ig. 2-2 (Detail L-2) (3 Use 24 Gauge Minimum on TDF parts for Machine, Cut[Laser/Plasma Cut) _ O Use 24 Gauge Minimum on TDF pans for Machine Cut(Laser/Plasma Cut) (1) Use 24 Gauge Minimum on TDF parts for Machine Cut(Laser/Plasma Cut) 'C Use 24 Gauge Minimum on TDF parts for Machine Cut(Laser/Plasma Cut) EDMONDS, WA 98020 Longitudinal Seam Types POSITIVE PRESSURE Longitudinal Seam Types POSITIVE PRESSURE Longitudinal Seam Types POSITIVE PRESSURE Longitudinal Seam Types POSITIVE PRESSURE Refer to SMACNA Figure 2-2 J Page 2. 10' Refer to SMACNA Figure 2-2 / Page 2.10'<�,� �, `- Refer to SMACNA Figure 2-2 / Page 2.10' Refer to SMACNA Figure 2-2 : Page 2 10' ROD SIZE ROD LENGTH USTEDRATING FELL CALCULATED LOAD MPT CALCULATED LOAD ROD SIZE RODLENGTH LISTED RATING JTR CALCULATED LOAD MPT CALCULATED LOAD ROD SIZE ROD LENGTH LISTED RATING JTR CALCULATED LOAD MPT CALCULATED LOAD ROD SIZE ROD LENGTH LISTEDRATING JTR CALCULATED LOAD MPT CALCULATED LOAD 112"EMT 0-.42- 9o0 Ib, 1 6411 1 851b, --_- - = 1/2-EMT 0-42" 900 Ibs 1 9616s 1 127 lbs - - - = 1/2"EMT 0'.42- SOO Its 1 127 Ibs 1 170 Ib, - --- 1/2"EMT V-42- SOO Ibs 1 191 Ibs 1 255 Ibs ` ' ` �' r 1/2' EMT 43'-62' 9DO Ibs 1 188 Ibs 1 Z51 Ibs ` 1/2- EMT 43•-62- 9oo Its 1 282 Ibs 1 376 Lbs r 1/2'EM7 43"�62' 913016s 1 94 Ds 1 1251bs �-r 1/2'fMT 43'-62' 900 Ibs 1 Ul Lbs 1 i881hs $me1llLerge - SmalULarge 1/2-EMT 63" 74- 900 16s 1 168 Ibs 2 112 Ibs Small/Large - 1/2 -EMT 63" - 74" 900 Ibs 1 224 Ibs 2 150 Its �-� SmaIIlLarge 1/2' EMT 63" - 74" 9lx) Ibs 1 337 Ibs 2 214 Ibs �+ g I/2" EMT 63" 74' 900 Ibs 1 uz Ib, 2 7s to, 6 Pittsburgh Snap -Lode 6 Pittsburgh Snap -Lode Pittsburgh a / sgnp.LodC Pittabur h Q ]/7' EMT 75' 102' 900 1bt 1 BO Ws 2 103 1D, Fi 2.2 L. 1" FI 2-2: L-2' 1/2" EMT 75" - 102" 9D0 Ibs 1 120 Ibs 2 ISS lb, "Fi 2.2 L-1 "FI 2-2: L-Z' 1/2"EMT 75' - 102' 900 Ibs 1 160 Ibs z 206 Ibs "Fiq 2 2 L 1'• t/2" EMT 75' - ]02' 900 1b, 1 239 Ibs 2 309 1b, 9 9 9 9 \� 112" EMT 103" - lls" 900 Ibs 1 92 els 1/2- EMT 103" - 118" 900 Ibs 1 138 Ibs 1/2" EMT 103" - 111' 900 Ibs 1 185 Ibs 1/2•' EMT 1o3 - Its' 90D Ibs 1 277 Ibs �\ „/A N/A N/A N/A 1/2- EMT 119- ISO- 900 Ibs 2 59 Ibs 1/2' EMT 119" 150" 900 Its 2 88 Ib, 1/2' EMT 119" . 150" 900 Ibs 2 117 Ibs 1/2" EMT 119" - ISO" 900 Ibs j 2 17S Ibs '?i NEGATIVE PRESSURE Transverse Connector Types (1' NEGATIVE PRESSURE Transverse Connector Types NEGATIVE PRESSURE Transverse Connector Transverse Connector Types yp yp Types d NEGATIVE PRESSURE Refer to SMACNA Figure 2-1 ! Page 2-6-2.­ Roo s1zF ROD LENGTH LISTED RATING OR CALCULATED LOAD MPT CALCULATED LOAD Refer to SMACNA Figure 2-1 ! Page 2.6-2 ROD 512E ROD LENGTH LISTED RATING JTR CALCULATED LOAD MPT CALCULATED LOAD Refer to SMACNA Figure 2-1 ! Page 2.6-2 �i' ROD SIZE ROD LENGTH LISTED RATING OR CALCULATED LOAD MPT CALCULATED LOAD Refer to SMACNA Figure 2-1 !Page 2.6-2 " ROD SIZE ROD LENGTH LISTED RATING JTR CALCULATED LOAD MDT CALCULATED LOAD �� 112EMT 0' 42- 414 Ibs 1 64 Its I 8S Ibs 1/2- EMT 0' 42- 414 Ibs 1 96 to, 1 127 Ibs 1/2' EMT 0'.42- 414 Ibs 1 127 Ib, 1 170 Ibs 1/2' EMT 0"-42' 414 Ibs 1 191 Ib, 1 255 lb, 1 Drive Slip 3/4- EMT 43'. 62' 4% lips I 94 A 1 125 1b, 1/4" EMT 43'-62" 4% Ibs 1 141 Ibs 1 His Its \ 3/4-EMT 43'-62' 496 Ibs 1 188111s 1 zs1 tbs 3/4-EMT 43"-62- 496 His 1 282 Los 1 376 Ihs 24 Gauge Standard I- EMT 63' 74' 732 lb, 1 168 Ib, 2 111 Ibs t. �.' 1" EMT 63" 74' 732 Ibs 1 224 Ibs 2 ISO Ibs - '� V EMT 63" 74" 732 Ibs 1 337 Ibs 2 224 Ibs. "Fig 2-1 T-1" 1- EMT 63" - 74" 711 i6t I III M, 2 75 ins Slip -On Flange CC_ 1.1/4" EMT 75" - ID2' 1091 Ibs 1 120 Ibs 2 1SS Ibs (' 1-1/4" EMT 7s' - 102" I09I Ibs 1 160 Ibs 2 206 111, i 1.1/4" EMT 7s' - Ioz- ID91 lb, 1 239 Ib, 2 309 to, 1-1/4- EMT 75' - 102' 3o91 it. I *D Ib, 2 N 101 Fits Drive Slip Slip -On Flange I.1/2" EMT 103' . 118" 126S Its 1 118 Ibs - r Slip -On Flange 1.1/r EMT ID3" - 119' 1265 Its I Les lb, Slip -On Flange 1.1/2' EMT ID3" 118" IZ65 Its I 277 m, Hemmed "Flat S' SlipgP P g I I/z• EMT TOT Its, 126S list 1 92 List -- ' "Fig 2-1 Slip On Flan Jr / 24 Gauge Standard "Fig 2-1: Slip Or F:�r- N/A "Fig 2-1 Shp On Flange" "/A "Fig 2-1 Slip On Flange- N/A 24 Gauge Standard z'EMT 119 -Iso- 1609 ibs 2 s9 RH "Fig2-1 1'-1" 2'EMT 119 Iso- 1609 Ibs 2 ee Ibs 2-EMT119".I50" I609 It. 2 117 His 7'EMT 119" I50" 1609 Ibs : 175 It, \ / 'Fig 2-1 T-6' / DTI I(� III) NEGATIVE PRESSURE I - [_ ROD SIZE ROD LENGTH LISTED RATING JTR CALCULATED LOAD MPT CALCULATE, LOAD LL III_ _•\:•/F.� 1/2" EMT 0" - 34" 616 Itt 1 155 lb, t 206 Ihs Standing TDF Standing TDF TDF TDF 3/4"EMT 35--l" 630111s 1 246 Ric 1 229 Ibs 1" x 22 Gauge Standard 'Fig 2-1 T-25a 1" x 22 Gauge Standard "Fig 2-1 T-25a Fig 2-1 T-25a- "Fig 2-1. T-25a" 1" EMT S5" - 74" 732 ins 1 337 Lbs 2 224 lbs 'Fig 2.1 T-10' "Fig 2-1. T-10" 1-1/4" EMT 75' - 302' 1091 IM I 239 16s 2 309 Ibs SMACNA SMACNA SMACNA 1-1/2" EMT 103'. - 118" 126S Ibs 1 277 Ibs N/A TESTING & RESEARCH TESTING& RESEARCH TESTING& RESEARCH 2-EMT 119­150 IW9 Ibs 2 176 Ibs Joint/Mid-Point Reinforcement INSTITUTE Joint/Mid-Point Reinforcement INSTITUTE Joint/Mid-Point Reinforcement INSTITUTE Joint/Mid-Point Reinforcement Refer to SMACNA Figure 2-5 (B) ! Page 2 8:' Chantilly, Viflinia Refer to SMACNA Figure 2-5 (B) ! Page 2.82' Chantilly, Virginia Refer to SMACNA Figure 2-5 (B) ! Page 2.82' Chantilly, Virginia Refer to SMACNA Figure 2-5 (B) !Page 2.82' sNac tw TESTING&RES... (t,_ i' +•. i' +•. 1,STITUTE •-/--j��17^j3y�-y�Eg` --j��17^j3y�-y�Eg` chin Ih. vkginia 1 �\ - 1 - VERIFICATION VERIFICATION VERIFICATION a �A Verified to the HVAC r Verified to the HVAC Verified to the HVAC 'EMT'' Electrical Metallic TubingDCS, 3ie Edition EMT :Electrical Metallic Tubing EMT :Electrical Metallic Tubing EMT": Electrical Metallic Tubing VERIFICATION oCS, 3^ Edition oCS, 3^ Edition Attached Via Threaded Inserts or Tack Welds Effective oats 11/30/2020-,!taChed Via Threaded Inserts or Tack Welds Ef ectilie Date: 11/30/2020-,!taChed Via Threaded Inserts or Tack Welds Ef ectilie Date: 11/30/2020 Attached Via Threaded Inserts or Tack Welds verrke loth Nvac P � ,� � � �• LN.nIX o�: 11;,4,247p ISSUE FOR PERMIT \ 3 �. * All note callouts refer to SMACNA HVAC Dud Contstruction Standards Metal and Flexible " Third Edition * All note callouts refer to SMACNA: HVAC Duct Contstruction Standards Metal and Flexible " Third Edition * All note callouts refer to SMACNA: HVAC Duct Contstruction Standards Metal and Flexible " Third Edition k All note callouts refer to SMACNA: HVAC Duct Contstruction Standards Metal and Flexible " Third Edition OT&N.'o"OfContents Table olf Contents Table olf Contents Table of Contents '..rs, �p T . rs, �0 Taint. Key Plan -1-01 TOC 0 �TTup H-1-03 DUCT PRESSURE CLASS LAST UPDATED: 09/28/23 CONSTRUCTION STANDARDS qtfl L r"w MA RIX30'Hermanson PRESSUREDUCT ANIZED ROUND DUCT CONSTRUCTION DUCT TYPE DUCT LOCATION RATING REMARKS SUPPLY AIR LOW PRESSURE SUPPLY DUCTWORK DOWNSTREAM OF VAV POSITIVE <-2 DUCTWORK UNIT OR CONSTANT VOLUME UNIT INCHES W.G. 2,3 POSITIVE (UP TO 10" WG) z INCH WG NEGATIVE 3 & 41NCH WG NEGATIVE 6INCH WG NEGATIVE ALL RETURN / LONG. SEAM GALVANIZED OUTSIDE / DIAMETER ONE PIECE FITTINGS EXHAUST AIR OUTSIDE THE BUILDING ENVELOPE AND SERVING A AND PIPE (TBL 3-S PG 3.8) DUCTWORK CONDITIONED SPACE ANY 1 7 l0 10 INCH WG NEGATIVE LONG. SEAM SPIRAL SEAM GALVANIZED MULTI -PIECE PIPE DIAMETER GORED FITTINGS (TBL 3-9 PG 3.16) (TBL 3.13 PG 3.24) RECEIVED LONG. SEAM MULTI -PIECE GORED FITTINGS (TBL 3-5 PG 3.8) SPIRAL SEAM PIPE (TBL 3-5 PG 3.8) LONG. SEAM ONE PIECE FITTINGS AND PIPE (TBL 3.6 PG 3.10) LONG. SEAM MULTI -PIECE GORED FITTINGS (TBL 3.6 PG 3.10) SPIRAL SEAM PIPE (TBL 3-10 PG 3.18) LONG. SEAM ONE PIECE FITTINGS AND PIPE (TBL 3.7 PG 3.12) LONG. SEAM MULTI -PIECE GORED FITTINGS (TBL 3.7 PG 3.12) SPIRAL SEAM PIPE (TBL 3.11 PG 3.20) LONG. SEAM ONE PIECE FITTINGS AND PIPE (TBL 3-8 PG 3.14) LONG. SEAM MULTI -PIECE GORED FITTINGS (TBL 3-8 PG 3.14) SPIRAL SEAM PIPE (TBL 3-12 PG 3.22) LONG. SEAM ONE PIECE FITTINGS AND PIPE (TBL 3.9 PG 3.16) NOTES: 0-40 24 GA 24 GA 28GA(10FT) 24GA(NR) J 24GA(NR)(D 29GA110FT) 24GA(NR)IJ 24GA(NR) 1Q 28GA(10FT) 24GA(NR)Ql 24GA(NR) D 28GA(10FT) 24GA(NR)�1) 24GA(NR)0 28GAJ10FT) 0-40 Mar 06 2024 24 GA Ql 28 GA (10 FT) 24 GA (NR) Ql 24 GA (NR) Ql 28 GA (10 FT) 24 GA (NR) (D 24 GA (NR) Ql 28 GA (10 FT) 24 GA (NR) Ql 24 GA (NR) (1) 28 GA (10 FT) 24 GA (NR) (D1 1 PRESSURE CLASS TO MEET OR EXCEED FAN CURVE (1.25 TIMES FAN ESP PRESSURE). 5.6 0 24 GA 1Q 2 PRESSURE CLASS TO MEET PRESSURE RATING INDICATED 7-8 0 24 GA 1Q 3 <-2" PRESSURE WITH SEAL CLASS C (TRANSVERSE JOINT) 24 GA (NR) 01 28 GA 110 FT) 5.6 0 24 GA (NIT) 26 GA (10 FT) 7-8 0 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 24 GA (D 28 GA (10 FT) ,;� 24 GA (NIT) L+J 24 GA (NIT) 0 28 GA (10 FT) 24 GA (NIT) 10 24 GA (NIT) Ql 28 GA (10 FT) 24GA (NIT) QI 24 GA (NIT) (D28 GA (10 FT) 24 GA (NIT) 24GA01 28GA(10FT) 24GA(NR)(D 24GA(NR) 1Q 28GA110FT) 24GA(III 1Q 24GAIll 29GA(10FT) 24GA(NR) 24GAINR) 26GA(10FT) 24GAINR) 4 3" PRESSURE WITH SEAL CLASS B (TRANSVERSE, LONGITUDINAL JOINT) 9-100 24 GA 1Q 24GA(NR) 26GA(10FT) 9-100 5 >:2" PRESSURE WITH SEAL CLASS A (TRANSVERSE, LONGITUDINAL & DUCT WALL PENES) 120 24GAp 22"(NR) 24GA(10FT) 120 24GAQ1 26GA(10FT)01 24GA(NR) 10 24GA(NR) 1Q Z6 CA (10 FT) (1)24GA(NR) 24GA(NR) 26GA(10FT) 24GA(NR) 24GA(NR) 24GA(10FT) 22GA(NR) 6 CONTINUOUSLY WELDED CONSTRUCTION OR APPROVED EQUAL 24GAQ1 26GA(10FT)Ql 24GA(NR) 24GA(NR) 26GA(lOFT)Ql 22GA(NR) 22GA(NR) 24GA(lOFT) 22GA(NR) 22GA(NR) 24GA(lOFT) 20GA(NR) 7 DUCTS TO BE LEAK TESTED ACCORDING TO SMACNA HVACAIR DUCT LEAKAGE TEST 140 24 GA 1Q IOGA(NR) 22GA(lOFT) 140 MANUAL FOR AT LEAST 25% OF THE INSTALLED DUCT SYSTEM AREA 160 24GA( 24GAISFT) Ql 26GA(10FT) 160 Revisions 24 GA Ill 26GA(10FT) 24GA(NR) 24GA(NR) 26GA(10FT) 22GA(NR) 22GA(NR) 24GA(10FT) 20GA(NR) 20GA(NR) 22GA(10FT) 24GAISFT) ( 8 TESTING NOT REQ'D FOR DUCTS OPERATING AT <3" W.G. (SEE EQUIPMENT SCHEDULE) 9 TESTING NOT REQ'D FOR PRESSUIZATION SYSTEM DUCTS FOR SEATTLE ONLY ISO zaGa 1Q zaGAQI 26GA(lOFT) 22GA(NR) 22GA(NR) 24GA(lOFT) 20GA(NR) 20GA(NR) 22GA(lOFT) 20GA(NR) 20GA(NR) Z2GA(lOFT) 24GA(SFT) 24GA(SFT) 24GA(lOFT) 180 24 GA 26GA(10FT) 22GA(NR) 22GA(NR) 24GA(10FT) 20GA(NR) 20GA(NR) 22GA(10FT) 24GAISFT) (D 24GAISFT) (D 26GA(10FT) 24GAISFT) 10 TESTING OF EXTERIOR DUCTS REQUIRED FOR SEATTLE ONLY, UNLESS >-3" W.G. 200 24 GA 24GAISFT) 24GA110FT) 200 220 24 GA 24 GA (5 FT) 24 GA (10 FT) 22 0 24 GA 26 GA (10 FT) 22 GA (NR) 22 GA (NR) 22 GA (10 FT) 24 GA IS FT) (D 24 GA IS FT) 01 26 GA (10 FT) 01 24 GA (S FT) 1Q 24 GA IS FT) (1) 26 GA (10 FT) 24 GA (5 FT) 24 0 24 GA 24 GA (S FT) 24 GA 110 FT) 240 24 GA 26 GA (10 FT) 20 GA (NR) 20 GA (NR) 22 GA 110 FT) 24 GA IS FT) (D 24 GA IS FT) 0 26 GA (10 FT) 24 GA IS FT) 24 GA IS FT) 24 GA (10 FT) 24 GA (5 FT) 26.30 0 22 GA 22 GA IS FT) 22 GA 110 FT) 26-30 0 22 GA 24 GA (10 FT) 24 GA (5 FT) (D 22 GA IS FT) 1 24 GA (10 FT) IQ 24 GA IS FT) (D 22 GA 15 FT) 10 24 GA (10 FT) ( 24 GA IS FT) 22 GA (5 FT) 01 24 GA (10 FT) 22 GA (5 FT) 32-36 0 22 GA 22 GA IS FT) 22 GA (10 FT) 32-36 0 22 GA 24 GA (10 FT) 24 GA (S FT) (11 22 GA IS FT) 01 24 GA (10 FT) 24 GA IS FT) 22 GA IS FT) 01 24 GA (10 FT) 22 GA IS FT) 22 GA IS FT) 22 GA (10 FT) 22 GA IS FT) 38.42 0 22 GA 20 GA (5 FT) 20 GA (10 FT) 38.42 0 22 GA 22 GA (30 FT) 01 24 GA (5 FT) (D 12 GA IS FT) 0 22 GA (10 FT) 24 GA IS FT) 22 GA (5 FT) Ol 22 GA (10 FT) (1/ 22 GA IS FT) 22 GA IS FT) 22 GA (10 FT) 20 GA IS FT) 44-48 0 20 GA 20 GA (5 FT) 20 GA (10 FT) 44-48 0 20 GA 22 GA (10 FT) 24 GA IS FT) (1) 20 GA IS FT) 22 GA (10 FT) Q 22 GA IS FT) 20 GA IS FT) 0 22 GA (10 FT) 22 GA IS FT) 20 GA IS FT) (D 22 GA (10 FT) 20 GA (5 FT) SO 0 20 GA 18 GA IS FT) 18 GA (10 FT) SO 0 20 GA 22 GA (10 FT) 24 GA (S FT) 20 GA IS FT) 10 22 GA (10 FT) 0 22 GA IS FT) 20 GA IS FT) 1Q 22 GA (10 FT) 20 GA IS FT) 20 GA IS FT) 20 GA (10 FT) 18 GA IS FT) 52.54 0 20 GA 18 GA (5 FT) 18 GA (10 FT) S2-54 0 20 GA 20 GA (10 FT) 01 24 GA (S FT) 20 GA IS FT) Ql 20 GA (10 FT) Ql 22 GA IS FT) 20 GA IS FT) 01 20 GA (10 FT) Q 20 GA IS FT) 20 GA IS FT) 20 GA (10 FT) 18 GA IS FT) 56-60 0 20 GA 18 GA (5 FT) 18 GA (10 FT) 56-60 0 20 GA 20 GA 110 FT) Ql 24 GA IS FT) 20 GA IS FT) 20 GA (10 FT) Q 22 GA IS FT) 20 GA IS FT) 0 20 GA (10 FT) 20 GA IS FT) 20 GA I5 FT) 20 GA (10 FT) 18 GA IS FT) 62-66 0 18 GA 18 GA (S FT) 18 GA 110 FT) 62-66 0 18 GA 18 GA (10 FT) Q 24 GA (5 FT) 18 GA IS FT) IQ 18 GA (10 FT) Q 22 GA IS FT) 18 GA IS FT) 0 18 GA (10 FT) 1(J 20 GA IS FT) 18 GA IS FT) (D 18 GA (10 FT) (I) 18 GA (5 FT) 68.720 18 GA 18GA(5FT) 18GA(10FT) 68.720' 18 GA 18GA(10FT) Ol 24GA(SFT) 18GA(SFr) 10 18GA(10FT) IQ 20GA(SFT) 18GA(SFT) 0 18GA(10FT) 1D 20GA(SFT) 18GA(SFT) (D 18GA(10FT) 18GA(SFT) 74-78 0 18 GA 18 GA (5 FT) 18 GA (5 FT) 74-78 0 18 GA 18 GA (10 FT) 01 22 GA (S FT) 18 GA IS FT) 01 18 GA (10 FT) (11 20 GA IS FT) 18 GA IS FT) Ol 18 GA (10 FT) 0 18 GA (S FT) 18 GA IS FT) 18 GA (10 FT) 18 GA IS FT) 80-84 0 18 GA 16 GA (5 FT) 18 GA (5 FT) 80-84 0 02/XX/24 WSS ISSUE FOR PERMIT 18 GA 18 GA (10 FT) QI 22 GA (5 FT) 18 GA IS FT) Ol 18 GA (10 FT) Q 20 GA IS FT) 18 GA IS FT) 0 18 GA IS FT) 18 GA IS FT) 18 GA IS FT) 18 GA (10 FT) 16 GA (5 FT) 18 GA 18 GA (10 FT) 01 22 GA (S FT) 18 GA IS FT) IQ 18 GA (10 FT) IQ 20 GA IS FT) 18 GA IS FT) 0 18 GA IS FT) 18 GA IS FT) 18 GA IS FT) 18 GA (S FT) 01 16 GA IS FT) 86.90 0 18 GA 16 GA (5 FT) 18 GA (5 FT) Bi 0 No. Date By Description 92.96 0 18 GA 16 GA (5 FT) 18 GA (5 FT) 92.96 0 18 GA 18 GA (10 FT) 0 22 GA (S FT) 18 GA IS FT) 18 GA (10 FT) 20 GA IS FT) 18 GA 15 FT) (D 18 GA IS FT) 18 GA IS FT) 18 GA (5 FT) 18 GA (5 FT) 01 16 GA IS FT) SMACNA \ NOTES COLOR CODING: SMACNA REINFORCEMENT CLASS t[mt4G s RtsaRCH See SMACNA Table 3-2 on Page 3.6 INSTITUTE Design Team Drawn FVP Checked DTN Pre -Construction Number 81-19-00000 Construction Number FOR CITY USE: Issue Date 02/XX/24 CONSTRUCTION STANDARDS - HVAC M0001 VIBRATION ISOLATION / SEISMIC SCHEDULE LAST UPDATED: 04/15/21 UNIT TAG SERVES BASIS OF DESIGN 1 DEFL INCH BASE TYPE SEISMIC RESTRAINT REMARKS NA SUSPENDED SUPPLY/EXHAUST FANS KNC SH 1, 2 or 4 - CABLE RESTRAINT 10,13,15 NA DUCTWORK - - CABLE RESTRAINT 5 8 15 GENERAL ALL TRADES TO CONFIRM EQUIPMENT REQUIREMENTS (ELECTRICAL, WEIGHT, SIZE, ETC...) WITH APPROVED SUBMITTALS PRIOR TO INSTALLATION; FIELD COORDINATE FINAL LOCATION &INSTALL PER MANUFACTURERS REQUIREMENTS NOTE: CTB = COOLING TOWER BASE, CIB = CONCRETE INERTIA BASE 1 OR EQUAL ISOLATION (ISAT, MASON, VIBRACOUSTICS OR AS APPROVED), CONFIRM INSTALL METHOD WITH FIELD PRIOR TO ORDER 2 SEISMIC RATED CURB / ISOLATOR 3 USE HEIGHT SAVING BRACKETS FOR SPRING ISOLATORS 4 INTERNAL ISOLATION PROVIDED INTEGRAL WITH UNIT 5 PROVIDE FLEXIBLE HOSES FOR PIPING CONNECTIONS AT UNIT 6 WHERE DESIGNATED AS REQUIRED BY DESIGN ENGINEER BASED ON UNIT MOUNTING LOCATION IN ACOUST ICALLY/VIBRATI0NALLY SENSATIVE AREAS 7 LAG BOLT (WOOD) OR WEDGE ANCHOR (CONCRETE) TO CONCRETE PAD WITH NEOPRENE GROMMET IF NON -SEISMIC RATED ISOLATOR USED 8 CONFIRM EQUIPMENT RPM, REFER TO "REQUIRED DEFLECTION BASED ON RPM" SPREADSHEET TO DETEREMINE PROPER DEFLECTION 9 THREE SPRING HANGERS FROM ROTATING EQUIPMENT CONNECTIONS 10 SEISMIC RESTRAINT AS REQUIRED BY CODE AND/OR LOCAL AUTHORITY HAVING JURISDICTION OR PER SMACNA GUIDELINES x SUSPENDED EQUIP WITH IP=1.0 AND >20LBS REQUIRES SEISMIC BRACING - IF THE COMPONENT/EQUIPMENT IS RIGIDLY ATTACHED TO THE DUCT AND THE DUCT IS BRACED, THEN NO ADDITIONAL SEISMIC IS REQ'D. COMPONENTS/EQUIP >75LBS REQUIRE INDEPENDENT VERTICAL SUPPORTS AND SEISMIC BRACING. EQUIP WITH IP=1.5 AND <20LBS AND FLEXIBLY CONNECTED MAY BE OMITTED 11 FLOOR STAND PROVIDED BY MECHANICAL CONTRACTOR 12 4" MINIMUM (CONFIRM WITH STRUCTURAL ENGINEER BASED ON EQUIPMENT WEIGHT AND EMBED ANCHOR DEPTH REQ'D) CONCRETE HOUSEKEEPING PAD INSTALLED UNDER UNIT BY GC 13 FOR UNITS THAT ARE GREATER THAN 2 HP IN SIZE 14 PROVIDE 1.5X'S UNIT WEIGHT IN CONCRETE BELOW UNIT AND MAXIMUM OF 1/8" DEFLECTION ACROSS LENGTH OF UNIT BY GC 15 DEFLECTION AS REQUIRED PER ASHRAE APPLICATIONS, CHAPTER 48 BASED ON STRUCTURE ITEM WILL BE SUPPORTED FROM (VERIFY PRIOR TO ORDER) MINIMUM DUCT INSULATION LAST UPDATED OS/03/21 INSULATION DUCT SYSTEM DUCT LOCATION AND USE R-VALUE REMARKS CLIMATE ZONE 4C SUPPLY AIR OR OUTSIDE THE BUIDING (OUTDOORS AND EXPOSED TO WEATHER) R-8 1 RETURN AIR SUPPLY AIR OR UNCONDITIONED SPACE (ENCLOSED BUT NOT IN THE BUILDING CONDITIONED R-6 1 RETURN AIR ENVELOPE SUPPLY AIR OR UNCONDITIONED SPACE (DUCT CONVEYS AIR THAT IS WITHIN 15-F OF THE AIR R-3.3 2 RETURN AIR TEMPERATURE OF THE SURROUNDING UNCONDITIONED SPACE) SUPPLY AIR OR IN A BUILDING ENVELOPE ASSEMBLY R-16 3 RETURN AIR WITHIN CONDITIONED SPACE (SUPPLY DUCT CONVEYS AIR THAT IS LESS THAN 55-F R-3.3 1 SUPPLY AIR OR GREATER THAN 105°F SUPPLY AIR WITHIN CONDITIONED SPACE THAT THE DUCT DIRECTLY SERVES (SUPPLY DUCT NONE 1 WITHIN CONDITIONED SPACE (SUPPLY DUCT CONVEYS AIR THAT IS 55"F OR NONE - SUPPLY AIR GREATER AND 1050F OR LESS RETURN OR WITHIN CONDITIONED SPACE, DOWNSTREAM OF AN ENERGY RECOVERY MEDIA, R 8 EXHAUST AIR UPSTREAM OF AN AUTOMATIC SHUT OFF DAMPER RELIEF OR WITHIN CONDITIONED SPACE AND DOWNSTREAM OF AN AUTOMATIC SHUT OFF R-16 - EXHAUST AIR DAMPER INSIDE CONDITIONED SPACE AND UPSTREAM OF AN AUTOMATIC OUTSIDE AIR > 2800 CFM R-16 4 SHUT OFF DAMPER INSIDE CONDITIONED SPACE AND DOWNSTREAM OF AN AUTOMATIC OUTSIDE AIR > 2800 CFM R-8 SHUT OFF DAMPER TO HVAC UNIT OR ROOM - - OUTSIDE AIR INSIDE CONDITIONED SPACE < 2800 CFM R-7 5 NOTES: 1 SEE ENERGY CODE SECTION C403.10.1.2 FOR DETAILS 2 SEE IMC SECTION 603.12 FOR ADDITIONAL REQUIREMENTS FOR CONDENSATION CONTROL AT DUCTWORK 3 DUCT OR PLENUM IS SEPARATED FROM BUILDING ENVELOPE ASSEMBLY WITH THE MINIMUM INSULATION VALUE 4 SEE ENERGY CODE SECTION C403.10.1.1 FOR ADDITIONAL REQUIREMENTS 5 SEE EXCEPTION 1 TO SECTION C403.10.1.1 FOR ADDITIONAL DETAILS NEW CONSTRUCTION FLAT SLABS HARDWARE REQUIRED • BANGER INSERT • CABLE WITH 90` EYELET END • BOLT AND WASHER `T{ NEW CONSTRUCTION PAN -DECK CONCRETE SLABS HARDWARE REQUIRED • CABLE WITH REBAR OR TOGGLE END ALL CONSTRUCTION STEEL BEAMS HARDWARE REQUIRED • BEAM CLAMP • CABLE WITH 90` EYELET END • BOLT AND WASHER za RECTANGULAR DUCT (W+D 5 70" & WIDTH 5 60") RECTANGULAR DUCT (W+D <- 100" R WIDTH 5 60") SUPPORTS REQUIRED • NO2 CABLE: STUD (FLAT) • NO2 CABLE: BARREL (PAN) SUPPORTS REQUIRED • NO3 CABLE: STUD (PLAT) • H03 CABLE: BARREL (PAN) BEARER REQUIRED • GRIPPLE TRAPEZE BRACKET BEARER REQUIRED • GRIPPLE TRAPEZE BRACKET OVAL DUCT OVAL DUCT (W+D 9 TO- a MOTH 5 60") (W+D 5 100- K WIDTH15 60-) SUPPORTS REQUIRED SUPPORTS_ REQUIRED • NO2 CABLE: STUD (FLAT) • NO3 CABLE: STUD (FLAT) ♦ NO2 CABLE: BARREL (PAN) • NO3 CABLE: BARREL (PAN) BEARER REQUIRED BEARER REQUIRED • P1000: 14W UNI-STRUT P1000: 1-5$- UNI-STRUT RECTANGULAR DUCT (W+O <_ 96" & WIDTH < 78") X8 ROD UNISTRUT TRAPEZE SUPPORTS REQUIRED • 318 GALV THREADED ROD BEARER REQUIRED • P1000 I-SIB"UNI-STRUT OVAL DUCT (W+D <_ 96" A WIDTH <_ 78ry •. UNISTRUT TRAPEZE SUPPORTS REQUIRED • 3M GALV THREADED ROD BEARER REQUIRED • P1000e 14W UNI-STRU IT STANDARD INSERT METHODS OVAL DUCT (W+D <- 120'• & WIDTH 5 96") 318 •. DBILSTRUT TRAPEZE SUPPORTS REQUIRED • 318 GALV THREADED ROD BEARER REQUIRED • P10011 1-518 DOUBLE STRUT EXISTING CONDITIONS NEW CONSTRUCTION FLAT SLABS HARDWARE REQUIRED • BANGER INSERT • THREADED ROD T I I NEW CONSTRUCTION PAN -DECK CONCRETE SLABS HARDWARE REQUIRED ♦ DEWALT 109 INSERT ♦ ROD COUPLING AND NUT • THREADED ROD ALL CONSTRUCTION STEEL BEAMS HARDWARE REQUIRED ♦ BEAM CLAMP • THREADED ROD • NUT ROUND DUCT (DIAMETER15 360") SUPPORTS_ REQUIRED • 318 GALV THREADED ROD BEARER REQUIRED • 12 GA BAND LOOP OR PEAR EXISTING CONSTRUCTION FLAT SLABS HARDWARE REQUIRED ♦ WEDGE ANCHOR BOLT ♦ NUT AND ROD COUPLING ♦ THREADED ROD EXISTING CONSTRUCTION PAN -DECK CONCRETE SLABS HARDWARE REQUIRED ♦ WEDGE ANCHOR BOLT ♦ NUT AND ROD COUPLING ♦ THREADED ROD ALL CONSTRUCTION BAR JOISTS HARDWARE REQUIRED ♦ BEAM CLAMP • THREADED ROD • NUT � fl. OVAL DUCT (W+D <_ 192" & WIDTH S 1"") •• 4x4 ANGLE TRAPEZE 8UPPORTB REQUIRED • 112 GALV THREADED ROD WEARER REQUIRED • 4x4a1/4 STEEL ANGLE WAL X15T_ UJ1 5T,4I No_ 1 2 I I I I I I I I I I I I I I —<I P 0-25 I I I I I I I I I ID 13FLA�T' 5� LI/5 COOLER W2 O 2 a 5 e OCC r � - _J 50TTLE SHELVES -A > XI5eg77- �M M E)N ' `Ld SM1-125 ST,41 N[) �� T (�)_100L� 17= N 1 � ,42 5T,4N JNC=:�­7 ENTRY/E3,4UJ3 /77 -<UJ>3 101 5F 22 O C C EXIST_ E3 R I CK VENEER [D1ST A�' LV 1 3 I I I —�-- 1 F _1 - O � & 1 1 F----� 1 f6 . LU,4L<= IN e'x14' 111 5F 1 OCC. O 13 5 SF 1 OCC EXIST. L,4NE:) SC,4F SM2-205 42 SEATING; 2a(o SF le O C C SMR5-395/ U 0 0 U[' O UL U 6 F_ — — — -1 SM2-240 I O I U U L---- _ &SATIN -- (5 SF )CC EXIST, FAT 10 ENERGY RECOVERY VENTILATOR SCHEDULE LAST UPDATED: 02/20/24 UNIT TAG LOCATION AREA SERVED BASIS OF DESIGN TIME OF YEAR OUTSIDE AIR EXHAUST AIR FAN INFO NATI PER CFM AHRI % EFFECT ELEC V/PH WGT LBS REMARKS CFM EAT°F LAT°F CFM EAT°F LAT°F SUPPLY FAN EXHAUST FAN DB WB DB WB DB WB DB WB BHP HP ESP CTRL BHP HP ESP CiRL ERV-01 CEILING TAPHOUSE LOSSNAY LGH-F940RVX-E SUM 940 86 67 78 64 940 75 63 83 66 0.6 1.00 1.00 ECM 0.6 1.00 1.00 ECM 0.90 69% 230/1 225 1-9 WIN 940 24 19 56 42 940 70 53 38 30 69% GENERAL: ALL TRADES TO CONFIRM EQUIPMENT REQUIREMENTS (ELECTRICAL, WEIGHT, SIZE, ETC...) WITH APPROVED SUBMITTALS PRIOR TO INSTALLATION; FIELD COORDINATE FINAL LOCATION & INSTALL PER MANUFACTURERS REQUIREMENTS REMARKS: 1 ELECTRICAL CONTRACTOR TO PROVIDE SCCR PROTECTION DIRECTION FOR EQUIPMENT AS REQUIRED BY LATEST APPROVED VERSION OF THE NATIONAL ELECTRICAL CODE, PRIOR TO ORDER. MANUFACTURER TO PROVIDE SCCR LISTING (65 KAIC MINIMUM OR PER ELECTRICAL CONTRACTOR CALCULATION) INSIDE CONTROL PANEL AS REQUIRED BY NATIONAL ELECTRICAL CODE. 2 UL/ETL LISTED UNIT. SUPPLY AND EXHAUST FAN MOTORS TO BE CAPABLE OF ADJUSTABLE SPEEDS 3 PROVIDE WITH EC MOTORS (70% EFFICIENT MINIMUM) AT SUPPLY AND EXHAUST FANS TO ACCOMMODATE FILTER LOADING 4 MFG TO PROVIDE 2" FILTER RACK WHERE AVAILABLE AS ACCESSORY FOR MERV-6 FILTERS FOR OUTSIDE AIRFLOW SYSTEM AND MERV-6 FILTERS FOR EXHAUST AIRFLOW SYSTEM. 5 OUTSIDE AIR INDICATES MINIMUM CFM PER ASHRAE/MECH CODE, TAB WORK MUST MEET OR EXCEED INDICATED QUANTITY. 6 UNIT TO OPERATE CONTINUOUSLY DURING OCCUPIED HOURS, DECOUPLED FROM CENTRAL SYSTEM PER C403.3.5.3 (WITH EXCEPTIONS AS APPROPRIATE) 7 MINIMUM UNIT EFFICIENCY TO MEET THE ENERGY CODE C403.3.5.1 (AND TABLE C403.3.2(11) OR C406 OR TSPR AS APPROPRIATE) 8 INSULATE OSA INTAKE AND EXHAUST DUCTWORK FROM EXTERIOR UP TO THE ERV UNIT, AND SUPPLY DUCTWORK IF LEAVING TEMPERATURE IS <55°F 9 PROVIDE SEISMIC BRACING PER ACSE 7, UNLESS: UNIT <20 LBS OR IS RIGID MOUNTED INLINE WITH DUCT (NO FLEX) AND <75 LBS OR <400 LBS WITH FLEX CONN'S & Ip=1.0 & 4' MAX MOUNT HEIGHT AFF COMMON SPACE VENTILATION SCHEDULE LAST UPDATED: 01/15/24 2018 SMC 2018 SMC 2018 SMC SPACE FLOOR 2018 SMC OCC. PEOPLE AREA VENTILATION VENTILATION SERVED BY AREA SERVED AREA DENSITY OUTDOOR AIR OUTDOOR RATED REQUIRED REQUIRED (SF) #/1000SF RATE AIR RATE (CFM) (CFM) (CFM/PERS) (CFM/SF) BAR 227 100 7.5 0.18 211.1 215 DINING 624 70 7.5 0.18 439.9 440 ERV-01 SALES 528 15 7.5 0.12 122.8 125 STORAGE 335 0 0 0.06 20.1 25 STORAGE 1 193 1 0 1 0 1 0.06 1 11.6 1 15 3 17 — — — X 1 5T. 1= �4;i� f;;;�,51 STANCE f;R,4 E UJ,4LL O ❑ ❑ UU _2 STOR,4GE 335 5F _2 OCC X15T. 4F,4T11 NT 2 1 01;i� 1 � 7 X SM1-15 U f= ST,41R No. 2 (NO RUC 1e=�, 3F F - - ERV-01 , I I I 1 1 X1I Its, F --EA1 OUVER W/ MIN 1 1 1 FREE AREA L - J 2 I I O O 140W(R-8) I A LOUVER N1 MIN 10' 1. 5 SF FREE AREA CAUUL 5FACI 11 4 _-__- -____. - .___________-______________________-� 1 ST FLOOR PLAN - HVAC SCALE: 1/4" = 1'-0" SPIRAL MOUNT REGISTER SCHEDULE LAST UPDATED: 02/27/23 UNIT TAG BASIS OF DESIGN TYPE DUCT IN DIA MAX CFM CORE SIZE FACE SIZE THROW 150/100/50 NC MOUNTING MATERIAL REMARKS SM1 PRICE SDG ST SUPPLY MIN 8 200 12 X 4 14 X 6 14/19/27 21 DUCT STEEL 1 2 3 4 5 SM2 PRICE SDG ST SUPPLY MIN 10 275 12 X 6 14 X 8 15/22/31 19 DUCT STEEL 1 2 3 4 5 SM3 PRICE SDG ST SUPPLY MIN 10 415 16 X 6 18 X 8 19/27/38 24 DUCT STEEL 1 2 3 4 5 SM4 PRICE SDG ST SUPPLY MIN 12 480 16 X 8 18 X 10 21/29/41 25 DUCT STEEL 1,2,3,4,5 SM5 PRICE SDG ST SUPPLY MIN 12 630 18 X 8 20 X 10 22/33/47 23 DUCT STEEL 1 2 3 4 5 SMR1 PRICE SDGR ST RETURN MIN 8 180 12 X 4 14 X 6 - 29 DUCT STEEL 2 3 4 SMR2 PRICE SDGR ST RETURN MIN 10 235 12 X 6 14 X 8 - 25 DUCT STEEL 2,3,4 SMR3 PRICE SDGR ST RETURN MIN 10 310 16 X 6 18 X 8 - 25 DUCT STEEL 21314 SMR4 PRICE SDGR ST RETURN MIN 12 360 16 X 8 18 X 10 - 25 DUCT STEEL 2 3 4 SMRS PRICE SDGR ST RETURN MIN 12 540 18 X 8 20 X 10 - 25 DUCT STEEL 2 3 4 SMR5 PRICE SDGR ST RETURN MIN 12 710 24 X 8 26 X 10 - 25 DUCT STEEL 2 3 4 GENERAL ALL TRADES TO CONFIRM EQUIPMENT REQUIREMENTS (ELECTRICAL, WEIGHT, SIZE, ETC...) WITH APPROVED SUBMITTALS PRIOR TO INSTALLATION; FIELD COORDINATE FINAL LOCATION &INSTALL PER MANUFACTURERS REQUIREMENTS GENERAL PROVIDE ROOM RETURN GRILLE IF >60 CFM SUPPLY FOR STANDARD DOOR WITH 1/2" MIN BOTTOM GAP OR >25 CFM SUPPLY FOR GLASS SLIDING DOOR (SEE RETURN GRILLE SCHEDULE FOR SIZE) 1 PROVIDE WITH OPPOSED BLADE DAMPER (VCS3) 2 REFER TO DRAWINGS FOR DUCT SIZE DIAMETER TO BE ATTACHED TO (MUST EXCEED CORE HEIGHT BY 4" MINIMUM) 3 STANDARD GALVANIZED FINISH, CUSTOM COLORS ONLY IF SPECIFIED BY ARCHITECT 4 REGISTER SHALL BE SIZED FOR CORE SIZE AND SPIRAL DUCT DIAMETER 5 THROW BASED ON 100 FPM TERMINAL VELOCITY 1 ' 3' 5' 15' 25' FOR CITY USE: Hermanson Building Today, Defining Tomorrow Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACLO05BJ EDWAY TAPHOUSE ERV 22811 100TH AVE. W. EDMONDS, WA 98020 ISSUE FOR PERMIT Key Plan RECEIVED Mar 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Revisions 02/XX/24 WSS ISSUE FOR PERMIT No. Date By Description Design Team Design WSS Drawn FVP Checked DTN Pre -Construction Number 81-19-00000 Construction Number Issue Date 02/XX/24 1ST FLOOR PLAN & SCHEDULE - HVAC M2mOl TOTAL: 820 SCALE: 4"=1 ' 2' 4'