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BLD2024-0309+Revised in red Mechanical_Plan+5.22.2024_10.25.52_AM+4273992MECHANICAL 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 IF 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 WG 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 LIPS 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 CONC 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 FMCS 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 SP 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 FOIC 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 FLIT FUTURE LINO 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"X 10" D N/AWAY 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 105 10"� ROUND DUCT - UP/TOWARD 10"0 ROUND DUCT - DN/ AWAY i �12"X10"O FLATOVAL DUCT - UP/ TOWARD 12"X10"O i FLATOVAL DUCT - DN/ AWAY o DUCT OVERLAP 10 BOOT TAP 10" 0 11 0"0 45° TAP 10 "o VOLUME DAMPER 10" o 10"o CALIBRATED BALANCING DAMPER RISER) & DROP(D) TRANSITION TURNING VANES/SPLITTERS S DUCT MOUNTED SMOKE DETECTOR BACK DRAFT DAMPER FLEXIBLE DUCT AIR FLOW (DRAWN AIR) 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 ##° DEGREES SYMBOL POINT OF CONNECTION CD1-100 GRD TAG IDENTIFIER = TYPE-CFM 8" 0 SIZE OT T'STAT/TEMP SENSOR co CARBON DIOXIDE SENSOR OH HUMIDITY SENSOR sD SMOKE DETECTOR @ CARBON MONOXIDE SENSOR sP STATIC PRESSURE SENSOR oC OCCUPANCY SENSOR No NITROGEN DIOXIDE SENSOR EXISTING DUCTWORK DEMO DUCTWORK WALL -MOUNTED GRILLE o PIPE ELBOW UP D PIPE ELBOW DIN DIRECTION OF FLOW 1 DIRECTION OF SLOPE DOWN PLUG OR CAP PRESS REDUCING ASSEMBLY SOLENOID VALVE PUMP �-CHWS/CHWR-s CHILLED WATER SUPPLY/RETURN z RL/RS REFRIGERANT LIQUID/SUCTION z NG NATURAL GAS z LPG LIQUID PROPANE GAS �-CDWS/CDWR-s CONDENSER WATER SUPPLY/RETURN Z-HWS/HWR---S HEATING WATER SUPPLY/RETURN Z- COND CONDENSATE z FOV FUEL OIL VENT ZFOS/FORS FUEL OIL SUPPLY/RETURN zRDG 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 @ 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 5°F, 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 10°F 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 SHALL BE PER BUILDING STANDARDS OR 12' MAX; UP TO 25' MAXIMUM LENGTH IS ACCEPTABLE IF; FLEX DUCT T UL-181 TESTED & NOT "CONNECTOR" IS USED, DUCT 0 IS INCREASED BY 1 NOMINAL SIZE & BENDS DO NOT EXCEED 235° TOTAL. REFER INSTALLATION DETAILS FOR SUPPOR REQUIREMENTS. FLEXIBLE DUCT FLAME SPREAD RATING SHALL BE < 25 AND SMOKE 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 Eru►� CA a d!! 7! Ox Permit Number; BLD2024-0309 APPROVED 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 -way 3 i i� i Swedish [dm„na, Pne Sr Wlnto ! ❑ode • 220M 95W 22MS1 SW e __- MELODY QRnrtw F-ght Tool■ MILL Woodway fu Such, MO. QJnpnnede f R'stdurdnl 22ft M Esperance 22811 100ffi Ave rr•�1s 10 ...., z P.rr° ..>. W, Edmonds, WA 98020. United Steles 9 9 8 0 y� r ©-�� •. t Mountlake Terrace 4,,,.. �w 5 �i,. FIRDALE .... MB .: cod tko h C••" GA I 91Repal Gncb- £ 1� w _ 4 Mountl.k° ....................... __.._..._.______.__ _____________ __..__..__. _ ..._ - .�,.. �. �. �.� -- M.-. Q I he Nnm. 0rymt Qo VICINITY MAP NO SCALE 'r 1 RAT SITE MAP NO SCALE 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 #: HERMACL0058J 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 Checked Pre -Construction Number Construction Number FVP DTN 81-19-00000 Issue Date 02/XX/24 COVER SHEET - HVAC M0000 Zea,*�i saer4 05/07/2024 DUCT CONSTRUCTION STANDARDS ffHermanson DUCT CONSTRUCTION STANDARDS RHermanson DUCT CONSTRUCTION STANDARDS RHermanson DUCT CONSTRUCTION STANDARDS RHermanson 2020 VER510(. 2020 VER510(. 2020 VER510( Hermansion Building Today, Defining Tomorrow 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 North gton 980 Tel: (206) 575-9700 Fax: (206) 575-9800 RECTANGULAR DUCT CONSTRUCTION STANDARDS RECTANGULAR DUCT CONSTRUCTION STANDARDS RECTANGULAR DUCT CONSTRUCTION STANDARDS www.hermanson.com RECTANGULAR DUCT CONSTRUCTION STANDARDS r Contractor Re J$� HERMACL005BJ Panel Width DUCT CONSTRUCTION JOINTS JOINT REINFORCEMENTS MID -POINT REINFORCEMENTS Panel Width Panel Width DUCT CONSTRUCTION JOINTS JOINT REINFORCEMENTS MID -POINT REINFORCEMENTS Panel Width PaElel tNfdth DUCT CONSTRUCTION JOINTS JOINT REINFORCEMENTS MID -POINT REINFORCEMENTS Parcel Width g " Dimension Long Seam Type Quantity (+( Press. (-) Press. Quantity (•) Press. (-) Press. Dimension Dimension Lon Seam T e Quantit + Press. Press. Quantit + Press. Press. Dimension P net Width DUCT CONSTRUCTION JOINTS JOINT REINFORCEMENTS MID -POINT REINFORCEMENTS Panel Width 11 long Seam Type Quantit + Press. Press. Quantit Press. Press. Dimension Panel Gau a Joint T e Joint Length Panel Gau e g yp Joint Type Joint Length y ( ) () y ( ) () 3 Panel Gau a lot. t Type Joint Length y ( ) () y (+) ( ) (PWD) g (No Sealant Required) yp g Required Size/Type Size/Type Required Size/Type Site T (PWD) (PWD) g Sealant Re uired yp g Re uired Size 7 e Size PWO PWD g yP g PWD / ype ( q ) q / yp /Type Required size/Type size/Type ( 1 Dimension long Seam Type Quantity (+) Press. (-) Pre Quantity (+) Press. (-) Pre Dimension ( I (Sealant Required) Required Size/Type Size/Type Required Size/Type Size/Type ( ) P s . Press. � P s . Press. (PWD) Panel Gauge (Sealant Required) Joint Type Joint length Required Size/Type Size/Type Required Size/Type Size/Type (PWD) 0 - 12 " 24 Snap -lock Flat S & D 59 --- --- --- --- --- --- 0 - 12 " 0 - 16 " 24 Snap -Lock Stnd S & D 59 --- --- --- --- --- --- 0 - 16 ' q 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 8 " 24 Snap -Lock T TDF 56 --- --- --- --- --- --- 0 - 8 " 9 - 12 " 24 Sm Pittsburg TDF 56 --- --- --- --- --- 9 - 12 " 19 - 23 " 24(1)Q3 Snap -Lock TDF 56 --- --- --- --- 19 - 23 " 24 - 26 " 24 1Q Snap -Lock TDF 56 --- --- --- --- --- 24 - 26 " 9 12 " 24 Snap -Lock T TDF 56 --- -- -- --- --- 9 - 12 " 13 - 22 " 22 Sm Pittsburg TDF 56 --- --- --- --- --- 13 22 " 24 - 26 " 24 (j)^ Snap -Lock TDF 56 --- -- 24 - 26 " 27 - 30 " 22 T Snap -Lock TDF 56 --- -- --- --- --- 27 - 30 " 13 22 " 24 Snap -Lock T TDF 56 --- --- --- --- 13 - 22 " 23 24 " 22 C' Sm Pittsburg TDF 56 --- --- --- --- --- --- 23 24 " 27 - 30 " 240 1 Snap -Lock TDF 56 -- --- --- --- 27 - 30 " 31 42 " 22 1j) Snap -Lock TDF 56 ••• 1 Y2" EMT Q7 31 - 42 " 23 - 28 " 22 T Snap -Lock 4) TDF 56 --- --- --- --- --- --- 23 - 28 " 25 30 " 22 Ql Sm Pittsburg TDF 56 --- --- 1 Y," EMT 77i 25 30 " 31 - 42 " 24 (j) Snap -Lock TDF 56 - --- --- 1 W' EMT 31 - 42 " 43 - 47 " 22 C Snap -Lock TDF 56 1 W' EMT Q7 1 W' EMT C' 43 - 47 " 29 - 36 " 22 T Snap -Lock T TDF 56 --- --- 1 %" EMT Ci 29 - 36 " 31 - 36 " 20 Ql Sm Pittsburg TDF 56 --- --- 1 %," EMT 31 - 36 " 43 54 " 22 1) Snap -Lock TDF 56 --- --- --- 1 W EMT T 43 54 " 48 - 54 " 22 (j) Snap -Lock T TDF 56 1 Y2" EMT CZ)l X" EMT Q7 48 - 54 " 37 - 42 " 20 C1 Snap -Lock T TDF S6 --- --- --- 1 %," EMT - 37 - 42 " 37 - 60 " 20 T Sm Pittsburg TDF 56 1 Y2" EMT CZ) 1 K" EMT U 37 - 60 " EDWAY 55 - 60 " 20 1� Snap -Lock TDF 56 1 i:" EMT C7J - --- --- 55 - 60 " 55 - 60 " 20 T Snap -Lock T TDF 56 1 W' EMT 0 1 %i" EMT 0 55 60 " 43 60 " 20 T Snap -Lock ( TDF 56 1 Y2" EMT (D 1 Y2" EMT 7 43 - 60 " 61 - 72 " 18 T Lg Pittsburg TDF 56 1 %" EMT T 1 W* EMT CI 61 - 72 " 61 - 72 " 20 0 Snap -Lock TDF 56 1 W EMT (2)1 Y," EMT Q 61 - 72 " 61 - 84 " 20 (D Snap -Lock T TDF 1 56 1 Y," EMT 0 2 K" EMT (2) 61 - 84 " 61 - 72 " 20 T Snap -Lock T TDF 56 1 '/," EMT 0i 2 %2" EMT 61 - 72 " 73 84 " 18 011J Lg Pittsburg TDF 56 1 W EMT Q 2 %" EMT (2) 73 - 84 " 73 96 " 20 iQ Snap -Lock TDF 56 1 %" EMT (2) 2 %," EMT Q7 73 - 96 " 85 - 96 " 18 T Lg Pittsburg TDF 56 1 W' EMT (27 2 %," EMT 17� 85 - 96 " 73 - 96 " 1801 Lg Pittsburg TDF 56 1 Y," EMT 0 2 Y," EMT 73 - 96 " 85 - 96 " 16 Lg Pittsburg TDF 56 1 1 %," EMT ® 2 W' EMT Q8 85 96 " TAPHOUSE ERV 97 • 120 " 18 Ij) Lg Pittsburg TDF 28.875 1 Yi" EMT (D 97 - 120 " 97 - 120 " 18 (� Lg Pittsburg TDF 28.875 1 Y2" EMT (2)--- --- . 97 - 120 " 97 - 120 " 18 T Lg Pittsburg TDF 28.875 1 '/," EMT 0 --- --- 97 - 120 " 97 - 120 " 16 Lg Pittsburg TDF 28.875 1 %" EMT ® --- --- 97 - 120 " 1 121 180 " is(!) Lg Pittsburg TDF 28.875 2 %," EMT (D - - .. 121 - 180 " 121 - 180 " 18 �-l. Lg Pittsburg TDF 28.87S 2 Y2" EMT 7 --. -- 121 - 180 " 121 - 180 " 18 Lg Pittsburg TDF 1 28.875 2 7," EMT 0 .. 1121 - 180 " 121 - 180 " 18 Lg Pittsburg TDF 122.875 2 1 %," EMT ® - - I --- 121 - 180 " NOTES NOTES NOTES NOTES (DS" SMAChIA Fig. 2 9lot Beading Re9uuemenn (1) See SMACNA Fig. 2.9 for Beading Alit-mments 11) See SMACNA Flg. 2.9 1- 8eadhnp Reaunemenl, 1 See SMACNA Fig. 2.9 to, Beading Requuement, 22811 100TH AVE. W. 2 Add Tek Stew In Map Lock within 2 inches ofCost-ton. Reler to SMACNA Its. 22(Detasl l 2) O Add Felt screw in Snap Lack within 2 Inches of Connectors. Refer to SMACNA Fig -2-2(DetailL 2) 0 Add Tek Screwm Snap Lack within 2 inches of connectors. Refer to SMACNA Fig. 22(Detail L 21 O2 Add Tek Screw in snap-Lmk within 2 Inches of Connectors. Refer to SMACNA F It. 2-2 (Detail L-2) �\ 3 Use 24 Gauge Mlmmum on TDF pans lot Machine Cut(Laser/Plasma Cut) O Use 24 Gauge Minimum on TDF parts lot M,,hl Cut Maser/Plasma Cutl O Use 24 Gauge Minimum on TDF parts for Machine Cut(Laser/Plasma Cut) T Use 24 Gauge Minimum on TDF parts to, Machine Cut(Laser/Plasma Cut) EDMONDS, WA 98020 1 Longitudinal Seam Types oosrm PRESSURE Longitudinal Seam Types POSITIVE PRESSURE Longitudinal Seam Types POSITIVE PRESSURE Longitudinal Seam Types POSITIVE PRESSURE 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' -`� Refer to SMACNA Figure 2 2 : Page. 2 1. ' y ROD SIZE RODLENGTH LISTED RATING its CALCULATED LOAD MIT CALCULATED LOAD ROD SIZE ROD LENGTH LISTED RATING ITR CALCULATED LOAD RAPT CALCULATED LOAD\ ROD SIZE ROD LENGTH LISTED RATING ITR CALCULATED LOAD MPT CALCULATED LOAD ROD SI2E ROD LENGTH LISTED RATING ITR CALCULATED LOAD MPT CAICULATFD LOAD - _ -- - -_ - :T 1/1" EM7 0'�41" 900 Its 1 6• inRas 1 8S , `_ 1/2- EMT 0"�42- 700 Ibs 1 96 Its, 1 727 Ibs 1/2" EMT 0'�42- 900 lb, 1 327 Ibs 1 170 lb, 1/7" EMT 0147" 900 lb, 1 391 Ibs 1 755 Ib, ` ��= 1/2- EMT 43 62' 900 Ihs 1 141 Ills 1 193 Has ' 1/2• EMT 43'- 62' 900 His 1 188 IDs 1 251 lbs 1/2' EMT 43`- 62' 900 Ib, 1 2R2 lb. 1 376 List 1/7" EMT 43'�62" 900 IDs I !I Ws 1 1251Ds _ _ _ _ Small/Large _ _ SmaluLarge y,.= 1/2-EMT 63' - 74- 900 Ili, 1 168 Ibs 2 112 It, Small/Large y� 1/2•' EMT 61" 74" 900 Ibs 1 224 Ibs 2 1s0 Its �''• SmalULarge 1/2" EMT 63" � 74" 900 Ib, 1 337 lb, 2 224 Ibs 1!2" EMT 63" - 74' 900 16s 1 117 iD, I 75 IDs Pittsburgh s1Eap�LOOk Pittsburgh Snap -Lock Pittsburgh Snap -Lock >/ Pittsburgh / , •Fig 2-2-- L 2" 1/7' EMT 75• l02` Sao ID. 1 a0 Rx 2 101 Ips ••Fir] ?.2 L-1" "Flq 2-2 L-2' I 1/2' EMT 75• Ioi` 9017 ID, 1 320 m, i lss Ib, ••F,r] ?.2 L-1" "Flq 2-2 L-2' I 1/2' EMr 75^ l02^ 900 IRA 1 16016, 2 206 16, / 'Fig 2.2 L.1 ^ 1/2-EMT 75' Io2" 90o to, 1 239 IRA 2 309 ID, 1/2" EMT l0I" 11R" 900 Its. 1 92 m, 1/2" EMT 103' - 118" 900 lb, 1 138 lb, 1/2" EMT 103" 118" 900 lb, 1 185 lbs ��✓Y 1/2" EMT 103' 118" 9DO Ibs 1 277 IDs NIA N/A N/A N/A 1/7' EMT 119" 150- 900 Ibs 2 59 Of, 1/2- EMT 319• - 150" 900 Ibs 1 f18 Ibs _ 1/2- EMT 119- 1... 900 IDs 2 117 IDs 112" EMT 119- - ISo" "Ll Ibs 2 175 Ibs •9, NEWTTvt PRESSOR[ Transverse Connector Types C7 NEGATIVE PRESSURE Transverse Connector Types ''r NEGATIVE PRESSURE Transverse Connector T ��. NEGATIVE PRESSURE Transverse Connector Types YP YP Types Refer to SMACNA Figure 2.1 1 Page 2 6. 1 ROD 512E ROD LENGTH USTED RATING 00 CACULATED LOAD MPT CALCULATED LOAD Refer to SMACNA Figure 2-1 / Page 2.6-2 Roo SIZE ROD LENGTH USTED RATING ITR CALCULATED LOAD MPT CALCULATED LOAD Refer to SMACNA Figure 2-1 / Page 2.6-2 Roo SIZE ROD LENGTH LISTED RATING ITR CALCULATED LOAD MPT CALCULATED LOAD Refer to SMACNA Figure 2-1 / Page 2.6-2 Roo SIZE ROD LENGTH LISTED RATING ITR CALCULATED LOAD MPT CALCULATED LOAD C-� iR EMT Wall 414 IDs 1 64 Rini I as Ills 1/2' EMT o"-42414 lb, 1 % Ihs 1 127 ID, 1/2' EMT 0' 17- 414 ros I I27 m, I 170 IDs 1/2` FMT CT-42- 424 Its,1 191 ID, 1 2S$ ID, DTShp i/4' EMT l!^- 62" 49i IRA 1 1M ps 1 115 Ws 3!4' EMT 43' 62" 4% IRA 1 ill Ibs 1 laa ft. 3/4" EMT 43' 62' A% It. 1 laa lb, 1 ��251 Ibs 3/4' EMT 43' 62' 4% His 282 Ibs 1 376 Rn 24 Gaugege Standard 5'I7II 1IrI1� - - 1- FMT 63- 74- 732 IT), 1 168 lbs 1 112 Ib, V EMT 61' 74' 732 ib, 1 224 lift 2 ISO Los V FIAT 63- 74' 732 His 1 337 Ib, 2 224 Pb, �- "F,2-1 T-1' II I' 1'EMT 6r 74- 731 Ie, 1 1121M 2 7s 1. �,jl ILA `� 11J4• FRAY 7S' 102' 1091 It. 1 120 IDF 2 I55 R» 1.1/4' EMT 75` - 102` 3013 Ibs 1 160 Ibs 2 206 IRA 11/1' EMT 75' - 302• 1091 IRA 1 239 Ibs 2 309 IDs 1-1/4' EMT 75' � W. 1091 Ws 1 b Ws 2 103 Ws j L_ Sltp-On Flange 1 1/2" EMT 103' Ila' 1265 Ibs 1 91 Ib, 1 Drive Slip Slip -On Flange 1.112' EMT 103' I16 1265 Ip, 1 138 Lbs - Slip -On Flange 1 1/r EMT 103" ]Is- 1265 R. 1 195 lb, Slip -On Flange 1�1/2" EMT TOl• . Ila" 1265 Its 1 277 Im Hemmed 'Flat S" Slip .Fig 2-1 Shp On Flange' NIA 24 Gauge Standard "Fig 2.1- Shp On F':;rgr," N/A "Fig 2-1 Slip On Flange" N/A "Fig 2.1 Shp On Flange' N/A 24 Gauge Standard I" ERLT ita- - 150• ta09 on 2 S9 4 -Fig 2-1 T-1" 2• FMT Its- - lso` 1609 Ibs 2 00 IRA 2- EMT 119" - ISO" 1609 It. 2 117 It. 2' FMT 119' I50" 1- IDs 2 1, Ibs L1 I L e NEGATIVE PRESSURE L� �.-IROD SIZE ROD LENGTH LISTEDT[O 0.ATING ITq CALCULATED IOAO MPT CALCULATED LOAD 1/2" EMT 0" - 34" 616 Its 1 155 Ib, 1 706 His Standing TDF - Standing TDF TDF TDF 3/4•EMT 35'-S4' 6301b, 1 246 Ibs 1 328 Les 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" I" EMT 55".74- 732 1bt 1 337 Its, 2 224 lbs "Fig 2-1 T-10" 1-I/4' EMT 73' 102' 1091 Its 1 739 Ras 7 309 Rn SMACNA SMACNA SMACNA I-1/2- EMT 103-118- 118" 1265 lb, 1 217 lbs N/A I / TESTING& RESEARC H TESTING&RESEARCH TESLNG &RESEARCH 2-EMT 119-.I50 16M IRA 2 176 lb, Joint/Mid-Point Reinforcement INSTrTUTF Joint/Mid-Point Reinforcement INSTITUTE Joint/Mid-Point Reinforcement INSTITUTE Joint/Mid-Point Reinforcement Refer to SMACNA Figure 2.5 (B) l Page 2 8:' Chantilly, Virginia Refer to SMACNA Figure 25 ti0y, (B) / Page 282' ChanVirginia Refer to SMACNA Figure 25 (B) / Page 282' Chantiny, Virginia Refer to SMACNA Figure 2-5 (B).; Page 2.82' sly cy (A4 ,M,l\'a M,l\'a itSTiNaA RlsGO(R •a�yr .., EF..m.. i. EF..m.. iNSTRUI[ ' J VERIFICATION - - �.«- 111 1 1 1 1 u.miRr vxRnu J VERIFICATION J VERIFICATION J R / Verthedtothe NVA( ' 1 Verified to the HVAC 1 Verified to the HVAC 1 'EMT' Electrical Metallic Tubing 'EMT': Electrical Metallic Tubing DCS, 3" Edition 'EMT': Electrical Metallic Tubing DCS, 3" Edition "EMT' Electrical Metallic Tubing VERIFICATION DCS, 3••Edk- Attached Via Threaded Inserts or Tack Welds Attached Via Threaded Inserts or Tack Welds Attached Via Threaded Inserts or Tack Welds -if ie ilr Nves Attached Via Threaded Inserts Or Tack Welds ENMive Dart.'. 11/10/2020 EffactNa Date: Il/30/2020 Effective Date: Il/30/2020 acs, 2• Ed- Cl FOR PERMIT Cl T?CR I? CA ,�� '� ��r! -� P. * 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 * 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 Jump T Jump To Jump To Jump To DT&N. o' of Contents ' Key Plan I Conterth of Contents Table of Contents DUCT PRESSURE CLASS LAST UPDATED: 09/28/23 CONSTRUCTION STANDARDS A 11' 1 ED y Viz. PRESSUREDUCT ROUND DUCT CONST*Hermanson �_V_l DUCT TYPE DUCT LOCATION RATING REMARKS SUPPLY AIR LOW PRESSURE SUPPLY DUCTWORK DOWNSTREAM OF VAV POSITIVE :52 DUCTWORK UNIT OR CONSTANT VOLUME UNIT INCHES W.G. 2,3 POSITIVE (UP TO 10" WG) 21NCH WG NEGATIVE 3 & 41NCH WG NEGATIVE 61NCH TING NEGATIVE 10 ALL RETURN / LONG. SEAM GALVANIZED OUTSIDE / DIAMETER ONE PIECE FITTINGS EXHAUST AIR OUTSIDE THE BUILDING ENVELOPE AND SERVING A AND PIPE (TBL 3-5 PG 3-8) DUCTWORK ICONDITIONED SPACE I ANY 1 1 7 l0 NOTES: 0-4 0 24 GA U 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) I4 GA (NR) lO 28 GA (10 FT) 0-4 RECEIVED Mar 06 2024 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 (TBI 3-6 PG 3.10) LONG. SEAM MULTI -PIECE GORED FITTINGS (TBL 3-6 PG 3.10) SPIRAL SEAM PIPE (TBI 3.10 PG 3.18) LONG. SEAM ONE PIECE FITTINGS AND PIPE (TBI 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 3-221 LONG. SEAM ONE PIECE FITTINGS AND PIPE (TBL 3.9 PG 3.16) 24 GA V 28 GA (10 FT) 24 GA (NR) (J 24 GA (NR) 0 28 GA 110 FT) 24 GA (NR) U 24 GA (NR) (1) 28 28 GA (10 FT) 24 GA (NR) Q 24 GA (NR) 28 GA (10 FT) 24 GA (NR) (1) 24 GA 1� 28 GA (10 FT) 24 GA (NR) QI 24 GA (NR) Ql 28 GA (10 FT) 24 GA (NR) IQ 24 GA (NR) 0 28 GA (10 FT) 24 GA (NR) Q 24 GA (NR) (1) 24 GA (NR) Ql 1 PRESSURE CLASS TO MEET OR EXCEED FAN CURVE (1.25 TIMES FAN ESP PRESSURE) . 5-60 24 GA (D 2 PRESSURE CLASS TO MEET PRESSURE RATING INDICATED 7-8 0 24 GA Ql 3 <--211 PRESSURE WITH SEAL CLASS C (TRANSVERSE JOINT) 28 GA (10 FT) 24 GA (NR) G 28 GA (10 FT) 5.6 0 24 GA (NR) 26 GA (30 FT) 7-80 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 24 GA 01 28 GA (10 FT) 24 GA (NR) 10 24 GA (NR) (D28 GA (10 FT) 24 GA (NR) 1Q 24 GA (NR) Ql 28 GA (10 FT) 24 GA (NR) (1)24 GA (NR) 10 28 GA (30 FT) 24 GA (NR) 24 CA 28CA(10FT) 24GA(NR)t� 24CA(11 28GA110FT) 24CA(NR)Q 24GA(NR) I1) 28CA(10FT) 24GA(NR) 24CA(NR) 26GA(10FT) 24GA(NR) 4 311 PRESSURE WITH SEAL CLASS B (TRANSVERSE, LONGITUDINAL JOINT) 9-100 24GA(D 24CA(NR) 26GA(10FT) 9.100 5 >_2" PRESSURE WITH SEAL CLASS A (TRANSVERSE, LONGITUDINAL & DUCT WALL PENES) 120 24GA(D 22CA(NR) 24GA(10FT) 120 24 GA 26GA110FT) (D 24CA(NR) 1D 24GA(NR)01 26GA(10Fr) Ql 24CA(NR) 24GA(NR) 26GA(10FT) 24CA(NR) 24GAINR) 24GA(10FT) 22CA(NR) 6 CONTINUOUSLY WELDED CONSTRUCTION OR APPROVED EQUAL 24 GA (D 26 GA (10 FT) (1) 24 GA 111 24 GA (NR) 26 GA (10 FT) Ql 22 GA (NR) 22 GA (NR) 24 GA (10 FT) 22 GA (NR) 22 GA (NR) 24 GA (10 FT) 20 GA (NR) 7 DUCTS TO BE LEAK TESTED ACCORDING TO SMACNA HVAC AIR DUCT LEAKAGE TEST 140 24 GA 0 20 GA (NR) 22 GA (10 FT) 140 MANUAL FOR AT LEAST 25% OF THE INSTALLED DUCT SYSTEM AREA 160 24 GA Ol 24 GA (5 FT) Q 26 GA (10 FT) 160 Revisions 24 GA 0 26 GA (10 FT) 24 GA (NR) 24 GA (NR) 26 GA (10 FT) 22 GA (NR) 22 GA (NR) 24 GA (10 FT) 20 GA (NR) 20 GA (NR) 22 GA (10 FT) 24 GA (5 FT) Ql 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 180 24 GA lO 24GAU 26GA(lOFT) 22GA(NR) 22GA(NR) 24GA(lOFT) 20GA(NR) 20GA(NR) 22GA(10FT) 20GA(NR) 20GA(NR) 22GA(lOFT) 24GA(SFT) 24GA(5FT) 24GA(lOFT) 180 24 CA 26GA(10FT) 22GA(NR) 22GA(NR) 24CA110FT) 20GA(NR) 20GA(NR) 22CA(10FT) 24CAISFT) (D 24CA(5FT) Ql 26GA(10FT) 24CA(5FT) 10 TESTING OF EXTERIOR DUCTS REQUIRED FOR SEATTLE ONLY, UNLESS >_3" W.G. 200 24 GA 24CAISFT) 24CA(10FT) 200 220 24 GA 24 GA 26 GA (10 FT) 24 GA (5 FT) 24 GA (10 FT) 22 0 26 GA (10 FT) 22 GA (NR) 22 GA (NR) 22 GA (10 FT) 24 GA (5 FT) 24 GA (5 FT) 1Q 26 GA (10 FT) 01 24 GA IS FT) 01 24 GA (5 FT) Q 24 GA IS FT) 240 24 GA 24 GA (5 FT) 24 GA (10 FT) 24 0 24 GA 26 GA (10 FT) 20 GA (NR) 20 GA (NR) 22 GA (10 FT) 24 GA (5 FT) 0 24 GA (S FT) 0 26 GA (10 FT) 24 GA (5 FT) 24 GA 15 FT) 24 GA (10 FT) 24 GA IS FT) 26.30 0 22 GA 22 GA (5 FT) 22 GA (10 FT) 26-30 0 22 GA 24 GA (10 FT) 24 GA (5 FT) Q 22 GA IS FT) (D 24 GA (10 FT) (D1 24 GA IS FT) 01 22 GA (5 FT) 01 24 GA (10 FT) (1) 24 GA IS FT) 22 GA (5 FT) (D 24 GA (10 FT) 22 GA IS FT) 32-36 0 22 GA 22 GA (5 FT) 22 GA (10 FT) 32.36 0 22 GA 24 GA (10 FT) 24 GA (S FT) Ql 22 GA (S FT) 0 24 GA (10 FT) (D 24 GA IS FT) 22 GA IS FT) 0 24 GA (10 FT) 22 GA IS FT) 22 GA (5 FT) 22 GA (10 FT) 22 GA (5 FT) 38.42 0 22 GA 20 GA (5 FT) 20 GA (10 FT) 38.42 0 22 GA 22 GA (10 FT) 0 24 GA (5 FT) Ql 22 GA (S FT) (j) 22 GA 110 FT) IQ 24 GA IS FT) 22 GA (S FT) Ql 22 GA (10 FT) 1 22 GA IS FT) 22 GA (5 FT) 22 GA (10 FT) 20 GA (5 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 (5 FT) 20 GA (S FT) ( 22 GA (10 FT) lO 22 GA (5 FT) 20 GA (5 FT) 0 22 GA (10 FT) 22 GA (5 FT) 20 GA (5 FT) Q 22 GA (10 FT) 20 GA (5 FT) SO 0 20 GA 18 GA (S FT) 18 GA (10 FT) SO 0 20 GA 22 GA 110 FT) 24 GA (S FT) 20 GA (S FT) (D1 22 GA (10 FT) 10 22 GA (S FT) 20 GA IS FT) 0 22 GA (10 FT) 20 GA (S FT) 20 GA (5 FT) 20 GA (10 FT) 18 GA (5 FT) 52-54 0 20 GA 18 GA (5 FT) 18 GA (10 FT) S2.54 0 20 GA 20 GA (10 FT) Ql 24 GA (S FT) 20 GA (S FT) ( 20 GA (10 FT) 01 22 GA IS FT) 20 GA (S FT) 01 20 GA (10 FT) 01 20 GA IS FT) 20 GA (S FT) 20 GA (10 FT) 18 GA (S FT) 56-60 0 20 GA 18 GA (5 FT) 18 GA (10 FT) 56-60 0 20 GA 20 GA (10 FT) 0 24 GA (5 FT) 20 GA (S FT) f� 20 GA (10 FT) 1Q 22 GA IS FT) 20 GA (5 FT) 0 20 GA (10 FT) Ol 20 GA IS FT) 20 GA (S FT) 20 GA (10 FT) 18 GA IS FT) 62-66 0 18 GA 18 GA (5 FT) 18 GA (10 FT) 62-66 0 18 GA 18 GA (10 FT) Q 24 GA (S FT) 18 GA (S FT) (1) 18 GA (10 FT) 0 22 GA (5 FT) 18 GA (5 FT) 1Q 18 GA (10 FT) 0 20 GA IS FT) 18 GA (5 FT) (D 18 GA (10 FT) 1 18 GA (5 FT) C-8.72 0 18 GA 18 GA (5 FT) 18 GA (10 FT) 68-72 0' 18 GA 18 GA (10 FT) Ql 24 GA (S FT) 18 GA (5 FT) 01 18 GA (10 FT) ( 20 GA (5 FT) 18 GA (S FT) 0 18 GA (10 FT) 01 20 GA IS FT) 18 GA (S FT) 0 18 GA (10 FT) 18 GA (5 FT) 74-78 0 18 GA 18 GA (5 FT) 18 GA (5 FT) 74.78 0 18 GA 18 GA (10 FT) 0 22 GA (5 FT) 18 GA (S FT) QI 18 GA (10 FT) (1) 20 GA IS, FT) 18 GA (5 FT) Ol 18 GA (10 FT) 18 GA (5 FT) 18 GA (5 FT) 18 GA (10 FT) 18 GA (5 FT) 80-84 0 18 GA 16 GA (5 FT) I8 GA (5 FT) 80-84 0 02/XX/24 WSS ISSUE FOR PERMIT 18 GA IS GA (10 FT) 0 22 GA (5 FT) 28 GA (5 FT) f� 18 GA (10 FT) 01 20 GA (5 FT) 18 GA (5 FT) 0 18 GA (5 FT) 0 18 GA (5 FT) 18 GA 15 FT) 18 GA (10 FT) 16 GA (5 FT) 18 GA 18 GA 110 FT) 0 22 GA (5 FT) 18 GA (S FT) l� 18 GA (10 FT) Q 20 GA (5 FT) 18 GA IS FT) (1) 18 GA IS FT) 18 GA (5 FT) 18 GA (5 FT) 18 GA (S FT) 0 16 GA (S FT) 86.90 0 18 GA 16 GA (5 FT) 18 GA (S FT) 86-90 0 No. Date By Description 92.96 0 18 GA 16 GA (5 FT) 18 GA (5 FT) 92-960 18 GA 18 GA (10 FT) 01 22 GA (5 FT) 18 GA (S FT) 01 18 GA (10 FT) 1 20 GA (S FT) 18 GA 15 FT) (D 18 GA (5 FT) 10 18 GA (5 FT) 18 GA (5 FT) 18 GA (S FT) ( 16 GA (5 FT) $MA(NA NOTES COLOR CODING: SMACNA REINFORCEMENT CLASS See SMACNA Table 3-2 on Page 3.6 SEARCH TE irgmu1. SMACNA Gass "NR" Slip -Bead Connections (No Reinforcent Required)2. Shop fabricated tilting construction set to a minimum of 24 gauge for constructibllity. SMACNA ClassD" Round Duct Reinforcement Mitered Elbows constructed per SMACNA Table 3-i on Page 3.1 ION U3'-Edfi- and/or Connectors Listed are Heavier than SMACNA requirements for constructibility. SMACNA [lass "E" Round Duct Reinforcement IRAnVACGauges wn1l3o/2aza SMACNA Class "F" Round Duct Reinforcement Design Team Design WSS 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 ACOUSTICALLY/VIBRATIONALLY 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 1050E 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 r. 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 RECTANGULAR DUCT (W+D <. 70" K WIDTH 5 60") RECTANGULAR DUCT (W+D < 100" & WIDTH 5 60' ) SUPPORTS REQUIRED • 1402 CABLE: STUD (FLAT) • NOT CABLE: BARREL (PAN) SUPPORTS REQUIRED • H03 CABLE: STUD (FLAT) • NO3 CABLE: BARREL (PAN) VGREA-RER REQUIRED IPPLE TRAPEZE BRACKET BEARER REQUIRED • GRIPPLE TRAPEZE BRACKET OVAL DUCT (W+D _< 70" & WIDTH < 60") OVAL DUCT (W+D 5 100" K WIDTH S W-) • • c SUPPORTS REQUIRED • NO2 CABLE: STUD (FLAT) • NO2 CABLE: BARREL (PAN) SUPPORTS REQUIRED • 0403 CABLE: STUD (FLAT) + NO3 CABLE: BARREL (PAN) BEARER REQUIRED BEARER REQUIRED • P10001 1-54" UNI-STRUT • P1000: 1•S•8•' UNWMUT HANGER SPACING INSTALL HANGERS SHOWN ON... ROUND @ 1 EVERY 10 FEET OVAL @ 1 EVERY 08 FEET RECT @ 1 EVERY 08 FEET EXISTING CONSTRUCTION FLAT SLABS HARDWARE REQUIRED ♦ MINI -UNDERCUT INSERT ♦ CABLE WITH 90' EYELET END ♦ BOLT AND WASHER �• EXISTING CONSTRUCTION PAN -DECK CONCRETE SLABS 0 •• d � L + ♦ d HARDWARE REQUIRED • WEDGE ANCHOR BOLT • CABLE WITH 90' EYELET END • NUT AND WASHER ALL CONSTRUCTION BAR JOISTS HARDWARE REQUIRED • CABLE WITH LOOP END KtG I ANGULAK UUG i (W+D < 96" & WIDTH < 78., ;UPPORTS-REQUIRED 318 GALV THREADED ROD (BEARER REQUIRED I • P1000: 1-S18- UNI-STRUT OVAL DUCT (W+D <_ 96" & WIDTH 5 78") SUPPORTS REQUIRED • 318 GALV THREADED ROD BEARER REQUIRED • P10001 1-518" UNI-STRUT KUUNU UUL; I (DIAMETER <_ 180") SUPPORTS REQUIRED NO2 CABLE: STUD (FLAT) 10 FT NO2 CABLE: CABLE: BARREL (PAN) FF 3EARER REQUIRED SINGLE CABLE LOOP STANDARD INSERT METHODS EXISTING CONDITIONS 14EW CONSTRUCTION FLAT SLABS HARDWARE REQUIRED • BANGER INSERT • THREADED ROD 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 1 .l� DUCTWORK HANGER REQUIREMENTS ROUND, KCI. 1 AI4l3ULAK UUL, I (W+D 5 120" A WIDTH 5 96") ;UPPORTS REQUIRED 318 GALV THREADED ROD (BEARER REQUIRED . P1001: 1-5,8 DOUBLE STRUT OVAL UUL:I (W+D <- 120" & WIDTH <_ 96") KUUNU UUGT I (DIAMETER 5 244r) SUPPORTS REQUIRED • NO2 CABLE: STUD (FLAT) 15 FT . NO2 CABLE: BARREL (PANT 15 FT (BEARER REQUIRED • SINGLE CABLE LOOP RECTANGULAR RECTANGULAR DUCT (W+D < 192- & WIDTH < 96") 112 ROD DBLSTRUT TRAPEZE SUPPORTS REQUIRED • 14 GALV THREADED ROD BEARER_ REQUIRED • P1001: 1-518 DOUBLE STRUT OVAL DUCT (W+D S 192" A WIDTH S Wj SUPPORTS REQUIRED • 112 GALV THREADED ROD BEARER REQUIRED ♦ P1001>i 1•S)S DOUBLE STRUT ROUND DUCT (DIAMETER <_ 360") ..• SUPPORTS REQUIRED • 3l8 GALV THREADED ROD BEARER REQUIRED • 12 GA BAND LOOP OR PEAR RECTANGULAR DUCT (W+D < 192" R WIDTH < 120") SUPPORTS REQUIRED • 112 GALV THREADED ROD BEARER REQUIRED • 3x3xiii>STEEL ANGLE OVAL DUCT (W+D <_ 192" & WIDTH 5 120") MWWX-J•�� SUPPORTS REQUIRED • 112 GALV THREADED ROD BEARER REQUIRED • 3x3x1'4 STEEL ANGLE OVAL DUCT (W+D <- 192- 8 WIDTH S 1"-) •D 4x4 ANGLE TRAPEZE SUPPORTS REQUIRED • 112 GALV THREADED ROD BEARER REQUIRED • 4x4x114 STEEL ANGLE EXIST, ,5T,4I N[) PANDA f LS W�A I - �-� now 1 �0—. VENEER 5 14x20 exh plenum w/ 1.5" sound line 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 LATOF CFM EATOF LAT°F SUPPLY FAN EXHAUST FAN DB WB DB WB DB WB DB WB BHP HP ESP CTRL BHP HP ESP CrRL 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 1-9 940 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 SERVED BY AREA SERVED SPACE FLOOR AREA (SF) 2018 SMC OCC. DENSITY #/1000SF 2018 SMC PEOPLE OUTDOOR AIR RATE CFM PERS(CFM/SF)(CFM) 2018 SMC AREA OUTDOOR AIR RATE 2018 SMC VENTILATION REQUIRED VENTILATION RATED REQUIRED (CFM) 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 193 0 0 0.06 11.6 15 I 1110211 N 5 1 0-M W� 14' rnd ' 1ST 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 F 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 1 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 2 3 4 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 SMRS 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 10' 15' 25' FOR CITY USE: CAWL a=) A /—= IN I PC 0 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 A] Contractor Reg #: HERMACLO05BJ EDWAY TAPHOUSE ERV 22811 100TH AVE. W. EDMONDS, WA 98020 ISSUE FOR PERMIT Key Plan �1 A RECEIVED Mar 06 2024 CITY E DEVELOPMENT SERVICES Ed) 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 M2001 TOTAL: 820 SCALE: 4 1 2' 4'