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APPROVED BLD PLN RESUB1 BLD2024-0544+Mechanical_Plan+5.22.2024_1.57.11_PM+4275562ALL WORK SUBJECT Ll TO FIELD NSPECTION FOR ODE COMPLIANCE w ■ % ■■% ■■ % AVE#& ` i V= ■■ % KRUGER CLINIC TI 1pkr r MV V rm L) SYMBOL LEGEND H PIPING IJ6UJ0 JVt pQT $t0l_ DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION (E) W ( ING NGULAR IR SUPPLY AIR GRILLE PNEUMATIC 2W-CV ® FLEX CONNECTOR ( W E G REC GULAaTSIUCT IR RETURN AIR GRILLE PNEUMATIC 3W-CV 0] TWIN RUBBER SPHERICAL CONNECTOR (N) (E) NEW (N) & EXISTING (E) RECTANGULAR RETURN AIR DUCT RISER F7 EXHAUST GRILLE PNEUMATIC BUTTERFLY 2W-CV Mu TRIPLE GROOVED COUPLINGS (N) (E) NEW (N) & EXISTING (E) RECTANGULAR EXHAUST AIR DUCT RISER O ROUND DIFFUSER yM ly PNEUMATIC BUTTERFLY 3W-CV (DIVERTING) C END CAP (N) �� (E) NEW (N) & EXISTING (E) ROUND AIR DUCT RISER LINEAR DIFFUSER I� PNEUMATIC BUTTERFLY 3W-CV (MIXING) I I BLIND FLANGE NEW SINGLE LINE & DOUBLE LINE RECTANGULAR OR ROUND DUCT SIDE WALL GRILLE I� MOTORIZED 2W-CV D CONCENTRIC REDUCER EXISTING SINGLE LINE & DOUBLE LINE RECTANGULAR OR ROUND DUCT WALL LOUVER MOTORIZED 3W-CV ECCENTRIC REDUCER X X CX - X - X n EXISTING SINGLE LINE DUCTWORK TO BE DEMOLISHED ("X" OPTION) EXISTING DOUBLE LINE DUCTWORK TO BE DEMOLISHED ("X" OPTION) r , r - -, Q r-�-T lei SPIRAL SIDEWALL (WITH EXTRACTOR &WITHOUT EXTRACTOR) I I MOTORIZED BUTTERFLY 2W-CV III UNION X - X - X EXISTING DUCTWORK TO BE DEMOLISHED (HATCH OPTION) \\ FLEXIBLE DUCT ~� 1~ MOTORIZED BUTTERFLY 3W-CV (DIVERTING) n SCHRADER VALVE 24V DUCT WITH WRAP. DIMENSIONS SHOWN ARE I.D. OF DUCT xx SECTION NUMBER SECTION CALL OUT SYMBOL SHEET NUMBER t MOTORIZED BUTTERFLY 3W-CV (MIXING) / FLOW ARROW xx.x ! DEFAULT WRAP THICKNESS = 1.5", UNLESS OTHERWISE NOTED ON PLANS } 24"x12"(2"L) DUCT WITH LINING. DIMENSIONS SHOWN ARE I.D. OF DUCT x12 3 &:�45E6 GRILLE/DIFFUSER TAG: 1 GRILLE/DIFFUSER TYPE Q SIZE ><GATE VALVE PRESSURE GAUGE WITH SHUT-OFF VALVE DEFAULT LINING THICKNESS = 1"L, UNLESS OTHERWISE NOTED ON PLANS 4 3 CFM 4 TYP.# (TYP 2) �--�-�EEM SINGLE & DOUBLE LINE DUCTWORK WITH TRANSITIONAL FITTING Q EQUIPMENT LABEL TAG BALL VALVE E TEMPERATURE SENSOR & THERMOWELL SQUARE EIDD ROUND DOUBLE LINE SQUARE TO ROUND TRANSITIONAL FITTING ® CEILING OR DUCT ACCESS PANEL BY GENERAL CONTRACTOR BALL VALVE WITH MEMORY STOP qV THERMOMETER O 9 O 1O 90° RADIUS ELBOW O 9W SQUARE ELBOW WITH TURNING VANES FLOW ARROW & FLOW ARROW - CURVED T GLOBE VALVE T PETE'S PLUG O OEM 1O ROUND DUCT TURNING VERTICAL @ RECT. DUCT TURNING VERTICAL ( ( REVISION CLOUD I J I BUTTERFLY VALVE FS FLOW SWITCH SINGLE LINE MANUAL VOLUME DAMPER DOUBLE LINE MANUAL VOLUME DAMPER ® CONDENSATE LINE WITH TRAP TO APPROVED RECEPTOR BY PLUMBING CONTRACTOR CHECK VALVE * j TRIPLE DUTY VALVE F I- E 'E_'�1� MOTORIZED DAMPER (ELECTRIC) FLOOR SINK WITH TRAP TO APPROVED RECEPTOR BY PLUMBING CONTRACTOR STRAINER RELIEF VALVE �� I F� F F i - I p� MOTORIZED DAMPER (PNEUMATIC) x GAS STUB -UP BY PLUMBING CONTRACTOR � STRAINER WITH SLOWDOWN VALVE ILI 3-WAY WAX VALVE FIRE DAMPER (SINGLE LINE AND DOUBLE LINE) 0 COLD WATER STUB -UP BY PLUMBING CONTRACTOR y p BASKET STRAINER y(/ VACUUM BREAKER E FIRE/SMOKE DAMPER (SINGLE LINE AND DOUBLE LINE) �-) ELECTRICAL EQUIPMENT CONNECTION LOCATION BY ELECTRICAL CONTRACTOR �" I 1FzX'' • SUCTION DIFFUSER STEAM TRAP DSD SMOKE DETECTOR (DUCT TYPE) REVISION DELTA AIR VENT - MANUAL r��Ir Y' ANGLE VALVE SP STATIC PRESSURE SENSOR POINT OF CONNECTION AIR VENT - AUTO ® SIGHT GLASS ASD SMOKE DETECTOR (AREA TYPE) O REGULATOR PRESSURE REDUCING VALVE O FILTER DRIER OTHERMOSTAT WITH ZONE NUMBER PRESSURE SUSTAINING VALVE SOLENOID VALVE CO2 CO2 SENSOR ® AUTO FLOW CONTROL TXV WITH SENSING BULB j�fQ2 NO2 SENSOR CIRCUIT SETTER , PRESSURE GAUGE -STEAM (,Q CO SENSOR BALL VALVE WITH HOSE CONNECTION DIFFERENTIAL PRESSURE SENSOR QCC OCCUPANCY SENSOR FM FLOW METER INLINE HOSE BIBB O WALL SWITCH FM FLOW METER TURBINE ABBREVIATIONS AFF ABOVE FINISHED FLOOR (D) DEMO HT HEIGHT OD OUTSIDE DIMENSION TSTAT THERMOSTAT AHJ AUTHORITY HAVING JURISDICTION DIA DIAMETER HHWR HEATING HOT WATER RETURN OPN'G OPENING TU TOP UP AP ACCESS PANEL DSD DUCT SMOKE DETECTOR HHWS HEATING HOT WATER SUPPLY OSA OUTSIDE AIR TYP TYPICAL ASD AREA SMOKE DETECTOR DWG DRAWING HPG HIGH PRESSURE GAS PLBG PLUMBING UBC UNIFORM BUILDING CODE BDD BACKDRAFT DAMPER (E) EXISTING HPS HIGH PRESSURE STEAM POC POINT OF CONNECTION UC UNDERCUT BF BOTTOM FLAT EA EXHAUST AIR HVLS HIGH VELOCITY LOW SPEED FAN RECIP RECIPROCATING UG UNDERGROUND BOD BOTTOM OF DUCT EG EXHAUST AIR GRILLE ID INSIDE DIMENSION (R) RELOCATE UMC UNIFORM MECHANICAL CODE BOI BOTTOM OF INSULATION ELB ELBOW INS INSULATION RA RETURN AIR UNO UNLESS NOTED OTHERWISE BOP BOTTOM OF PIPE ELEC ELECTRICAL INT INTERIOR REQ'D REQUIRED UTR UP THROUGH ROOF CA COMPRESSED AIR EQ EQUIPMENT (L) LINED REV REVISION V VENT CD CONDENSATE EXH EXHAUST LR LINEAR RETURN RG RETURN OR TRANSFER GRILLE VAV VARIABLE AIR VOLUME CE CEILING EXHAUST EXT EXTERIOR LS LINEAR SUPPLY RG REFRIGERANT GAS VFD VARIABLE SPEED DRIVE CENTR CENTRIFUGAL (F) FUTURE MA MIXED AIR RGHP REFRIGERANT GAS -HIGH PRESSURE VIF VERIFY IN FIELD CFF CAP FOR FUTURE FD FIRE DAMPER MECH MECHANICAL RH REHEAT VOL VOLUME CFM CUBIC FEET PER MINUTE FLEX FLEXIBLE MPG MEDIUM PRESSURE GAS RL REFRIGERANT LIQUID WMS WIRE MESH SCREEN CHWR CHILLED WATER RETURN FLR FLOOR MFR MANUFACTURER RMF RAPID MOUNT FRAME XFER TRANSFER CHWS CHILLED WATER SUPPLY FLU FLUE MD MOTORIZED DAMPER RNA ROUND NECK ADAPTER CL CENTERLINE FIR FLOOR RETURN MTD MOUNTED RND ROUND CLG CEILING FS FLOOR SUPPLY MTL METAL RR REFRIGERANT RELIEF CMU CONCRETE MASONRY UNIT FSD FIRE SMOKE DAMPER MUA MAKE UP AIR IRS REFRIGERANT SUCTION CO COOLING ONLY GA GAUGE MVD MANUAL VOLUME DAMPER SA SUPPLY AIR CA COMBUSTION AIR GALV GALVANIZED NG NATURAL GAS SG SUPPLY GRILLE CONIC CONCRETE GC GENERAL CONTRACTOR (N) NEW SM SHEET METAL COND CONDENSATE GEXH GREASE EXHAUST N/A NOT APPLICABLE SS STAINLESS STEEL CONN CONNECTION GPH GALLONS PER HOUR NC NORMALLY CLOSED STD STANDARD CONT'R CONTRACTOR GPM GALLONS PER MINUTE NIC NOT IN CONTRACT TA TRANSFER AIR CR CEILING RETURN GR GLYCOL RETURN NO NORMALLY OPEN TD TOP DOWN CS CEILING SUPPLY GS GLYCOL SUPPLY NTS NOT TO SCALE TF TOP FLAT CWR CONDENSER WATER RETURN GYP GYPSUM BOARD OBD OPPOSED BLADE DAMPER TOD TOP OF DUCT CWS CONDENSER WATER SUPPLY HOA HAND -OFF -AUTO OC ON CENTER TOP TOP OF PIPE APPROVED BY PLANNING May 23 2024 Noise generated by mechanical equipment must meet the standards in ECC 5.30 Coty Of Edmonds Work MECHANICAL Address 21600 HIGHWAY 99 Owner KRUGER CLINIC Approved Date 06/03/2024 Building Official ff rl c/ Permit Number BLD2024-0544 DRAWING INDEX N L7 L7 Z Z O O w L7 L2 L7 0 W DRAWING INDEX KEY: O � ~ ~ ~ NOT INCLUDED WITH ISSUE V W W W W w NEW OR REVISED I I I I O NO CHANGES W 0 0 c N N O N N CO � N N N N SHEET DRAWING TITLE u� o 0 0 NO. CV M 4 M0.00 COVER SHEET 0 O O M0.01 CONSTRUCTION REQUIREMENTS 0 O O M0.10 EQUIPMENT SCHEDULES 010 O M0.11 EQUIPMENT SCHEDULES CONT. & MECHANCIAL DETAILS 00 0 M1.01-D 1ST FLOOR HVAC DEMO PLAN 0 0 0 0 M1.01 1ST FLOOR HVAC PLAN 0 0 0 0 M1.02-D 2ND FLOOR HVAC DEMO PLAN 0 0 0 M1.02 2ND FLOOR HVAC PLAN 0 0 0.0 M1.R1 ROOF HVAC DEMO AND FLOOR PLAN 0 0 O O M10.01 STRUCTURAL PAGES M10.02 STRUCTURAL PAGES M10.03 STRUCTURAL PAGES M10.04 STRUCTURAL PAGES M10.05 STRUCTURAL PAGES M10.06 STRUCTURAL PAGES M10.07 STRUCTURAL PAGES M10.08 STRUCTURAL PAGES M10.09 STRUCTURAL PAGES M10.10 STRUCTURAL PAGES M10.11 STRUCTURAL PAGES M10.12 STRUCTURAL PAGES M10.13 STRUCTURAL PAGES SCOPE OF WORK 1. MEASURE EXISTING AIRFLOWS FOR: • HP-01 • FCU-01 • ALL VAV'S ON L1 AND L2 2. REMOVE AND REPLACE (2) 25 TON AHU'S LIKE FOR LIKE 3. REMOVE AND REPLACE HP 01 AND FCU-01/CU-01 LIKE FOR LIKE 4. REFURBISH ALL VAV'S ON LEVEL 1 (23 TOTAL) AND LEVEL 2 (27 TOTAL) 5. REBALANCE TO MATCH TAB REPORT: • HP-01 • FCU-01 • ALL VAV'S ON L1 AND L2 VICINITY MAP JOB SITE ' - !. r • 7. v� APPLICABLE CODES WASHINGTON MECHANICAL PROJECTS: ALL WORK SHALL BE IN FULL ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL CODES, LAWS AND REGULATIONS. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH, BUT NOT LIMITED TO: • 2021 INTERNATIONAL BUILDING CODE WITH WA AMENDMENTS • 2020 NATIONAL ELECTRICAL CODE WITH WA AMENDMENTS • 2021 INTERNATIONAL MECHANICAL CODE WITH WA AMENDMENTS • 2021 UNIFORM PLUMBING CODE WITH WA AMENDMENTS • 2021 WASHINGTON STATE ENERGY CODE • 2021 INTERNATIONAL FIRE CODE WITH WA AMENDMENTS ALL WORK SHALL BE IN ACCORDANCE WITH THE FOLLOWING ADDITIONAL GUIDELINES WHERE REQUIRED BY CODE: • SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA) • AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR-CONDITIONING ENGINEERS (ASHRAE) • AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) • AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) • NATIONAL FIRE PROTECTION AGENCY (NFPA) • OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) PROPERTY INFORMATION PARCEL #: 00580700002900 LEGAL DESCRIPTION: Section 29 Township 27 Range 04 Quarter NW SOLNERS 5 ACRE TRACTS BILK 000 D-00 - TR 29 LESS W 331.6FT IN WIDTH OF SD TR 29 & TGW TH PTN VAC SPRUCE ST (AKA 72ND AVE) LY ADJ PER VOL 30 PG 165 OFCOMM REC DATED APRIL 9, 1928 5300 DENVER AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 787-8500 THE PLANS AND SPECIFICATIONS HEREIN ARE OWNED BYAND FOR THE SOLE USE OF ACCO ENGINEERED SYSTEMS, INC. (`ACCO'), AND MAY NOT BE REPRODUCED OR USED BY OTHERS FOR ANY PURPOSE UNLESS AUTHORIZED BYACCO IN WRITING. ACCO CANNOT ACCEPT ANY LIABILITY, WARRANTY, OR OBLIGATION IN THE EVENT OF UNAUTHORIZED USE. ;Cd EXPIRES: 11-28-2024 4 05/20/2024 PERMIT REVISIONS 2 CW 3 04/24/2024 PERMIT REVISIONS CW 2 03/13/2024 PERMIT SET CW 1 02/02/2024 PROGRESS SET CW No. Date Description By Revisions Project KRUGER CLINIC TI 21600 HIGHWAY 99 EDMONDS, WA 98026 Title COVER SHEET RESUB May 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C. WEBB C. FERRY Designed By Checked By C. WEBB S. ELLIS Drawn By Project Manager 60940540 AS SHOWN Job Number Scale MO.00 FAM wrymorm 1 Us PAN MOZEN NO 04 1 , E111 1 17, E 0A mmmm, I rzzZZE EN PA EZEN, 100A PzzrzzzE/A, FA ME, EJA A FAME rEffCV3211=0 VVE 000 P A zro, I MEN 19, 0 1 IMEZZME, FA EAMAMA, I /00J PEEN MEN PzNzzzz/E VEMEA 113 YNEW"31 will.; MIMI wal 1211 5a ."I F I I FES, -2, Eld, FZZEZEN, EZEZZE E I MzEZE, , IN FZZEZZEN, rzzzl El 103 rM ZYM MEMEA, ME PER , 12" 01A PzEzzE/N EzrzzzzzA0 I MEZZE, , 100A PzzrzzzE/J1 rzzzl MA El I , WIN 19, NIA Pzzrzzz/M MEZZZE 1 OZ04 MIME No,, I PzzrzzzzE, rzzz, /00A EM IMS MW MEMS. llryfra iiI 002100003. "M I Z004 I EN 100 /91 0 1 PzzrzzE/M MEZZZE, III /00J MEZE No, 0 1 PzEzzzE/JJ, rzzz. MA 1113112h7w, 0"01 UP PEAS I WE � Zwo >01M50101 51 0 F A E111 k 1 12" , /01 PzzrzzzEJ, I MEZZE, , 100A PzzrzzzE/J1 rzzz. MA -4 rdl VEREMEM0 31 METE MIMME. 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I JA r PA MZZEN, ME ME"ZZE 4 A EZEEEA I MEEMEN Ed ONE A , WE ME for V11, 000 1 /r011I110 E9,01 110MAONZZEN, FA MAEAEA, III /00J PEEZZE , 100A PzEZZEMEN VNE. MA I I I ME -I EffEEN ME, ME 1 4 E01 12" 01A PzEzzE/N EzrzzzzzA0 I MEZZE, , 100A PzzrzzzE/J1 rzzz. MA afflair 0 fF :P , o 2 Zww=yaw "Me WE "71; 001 04 "00 MIS ON PEA I M 1,90 A zzzzzEJ, FzzzzzzE0 I MzzzE , 100A PzzzzzE/J1 rzzz. MA , 00, 1 SEEMS, Z11011 fm ME Mr. I E , 1 0! 0 1 1 ME I PzEzzEN EzrzzzzzA0 I MEZZE , 100A PzzrzzzME rzzz, 00A rwn�ff, ;61�1 & A wd wd I IV, VAN "0 ZZZZZZZ F'ZO'Z 01 TZZ a or 0, zo, e � 3 19, 0, zzzzE§, EzzZZE, Ed "IN ONZ MZZEN 0, zzzzMA, FE Z00.0 I ra fil, Z � 000 1 J /1, Ell, 19, 0 1 PzzrzzE/M MEZZZE, III /00J MEZE No, 0 1 PzEZZEEN, MEN, MA OHMr 1 1111111111111111111 110 02 21 W-1 , 10 VIS I'M SIMMER WEROME9,01 PzEzzE/N MEZZENA PzzrzzzE/J1 OZEENJA 030112FIEN 13M.1200,171", I El 30 1 ra MJEEZEM ��ffilf El PA A Ea Ell, 19, 0 1 PzzrzzE/M MEZZZE, III /00J ' PEEZE No, 0 1 FZZENA01 Ord WOM F IN IN r No I 1 11! /111 IN OA VZZZZZ111J1 FA IZrZZZZZAO 04 MEZE No, 0 1 rzzzzzzEJ, 0 NZEMAJA * CONTROLS WIRING INCLUDES LOW VOLTAGE WIRING AND/OR PNEUMATIC TUBING MINIMUM DUCT INSULATION REQUIREMENTS (PER 2021 WSEC/SEC REQUIREMENTS SECTION C403.10.1) RECOMMENDED SYSTEM DUCT LOCATION DUCT USE MIN. R-VALUE INSTALLED INS. THICKNESS - UPSTREAM OF MD- OSA CONDITIONED SPACE > 2,800 CFM R-16 -- - DOWNSTREAM OF MD OSA CONDITIONED SPACE - >_ 2,800 CFM R 8 OSA CONDITIONED SPACE < 2,800 CFM R-7 2" LINER, OR 3" WRAP SA / RA OUTSIDE THE BUILDING ALL R-8 2" LINER DUCT AIR NOT WITHIN 15°F OF 1.5" LINER, OR SA / RA UNCONDITIONED SPACE SPACE TEMP R 6 3" WRAP SA / RA UNCONDITIONED SPACE DUCT AIR WITHIN 15°F OF SPACE R-3.3 1" LINER, OR TEMP 1.5" WRAP SA / RA WITHIN BUILDING ENVELOPE ALL R-16 -- ASSEMBLY 1" LINER, OR SA CONDITIONED SPACE SAT < 55°F OR > 105°F R-3.3 1.5" WRAP SA CONDITIONED SPACE 55°F <_ SAT <_ 105°F NONE -- CONDITIONED SPACE DIRECTLY SA SERVED BY DUCT ALL NONE -- SA DOAS CONDITIONED SPACE DOWNSTREAM OF DOAS NONE -- RA /EXH (DOAS) CONDITIONED SPACE DOWNSTREAM OF DOAS R 8 2" LINER, OR UPSTREAM OF MD 3" WRAP RELIEF / EXH CONDITIONED SPACE DOWNSTREAM OF MD R-16 -- NOTES: - DUCT SHALL BE WRAPPED OR LINED PER PLAN - DEFAULT LINER THICKNESS = 1", UNLESS OTHERWISE NOTED ON PLANS - DEFAULT WRAP THICKNESS = 1.5", UNLESS OTHERWISE NOTED ON PLANS PIPING INSULATION REQUIREMENTS (PER 2021 WSEC/SEC REQUIREMENTS SECTION C403.10.3) FLUID OPERATING TEMP RANGE ff) INSULATION CONDUCTIVITY NOMINAL PIPE SIZE (IN.) CONDUCTIVITY Z BTU*IN/(H*FT*°F) MEAN RATING TEMP, °F <1 1 TO < 1 2 1 2 TO < 4 4 TO < 8 > 8 > 350 0.32 - 0.34 250 4.5 5.0 5.0 5.0 5.0 251 - 350 0.29 - 0.32 200 3.0 4.0 4.5 4.5 4.5 201 - 250 0.27 - 0.30 150 2.5 2.5 2.5 3.0 3.0 141 - 200 0.25 - 0.29 125 1.5 1.5 2.0 2.0 2.0 105 - 140 0.21 - 0.28 100 1.0 1.0 1.5 1.5 1.5 40 - 60 0.21 - 0.27 75 0.5 0.5 1.0 1.0 1.0 < 40 0.20 - 0.26 75 0.5 1.0 1.0 1.0 1.5 NOTES: 1. FOR PIPING SMALLER THAN 1 1/2" AND LOCATED IN PARTITIONS WITHIN CONDITIONED SPACES, REDUCTION OF THESE THICKNESSES BY 1" SHALL BE PERMITTED BUT NOT TO A THICKNESS LESS THAN 1". 2. INSULATION IS NOT REQUIRED FOR CONDENSATE DRAIN PIPING FROM A DX COOLING COIL PER WSEC/SEC 403.10.3 EXCEPTION 3. IT IS RECOMMENDED THAT IF THE DRAIN PIPING IS LOCATED WITHIN A PLENUM THAT IS NOT USED AS A RETURN AIR PATH, OR OTHER UNCONDITIONED SPACE WITH LIMITED AIRFLOW, THE DRAIN PIPE SHOULD BE INSULATED WITH 0.5" THICK INSULATION TO PREVENT CONDENSATION ON THE OUTSIDE OF THE PIPE. C406 EFFICIENCY PACKAGE CREDITS (PER 2021 WSEC/SEC REQUIREMENTS) CODE SECTION OC U PENCY CREDITS RESPONSIBILITY' THIS PROJECT IS NOT REQUIRED TO COMPLY WITH C406 -- TOTAL PROJECT CREDITS: 0 NOTES: 1. ACCO WILL COMPLY WITH CREDITS AS NOTED IN "RESPONSIBILITY - ACCO". CREDITS NOTED AS "RESPONSIBILITY - OTHER" ARE NOT WITHIN ACCO'S SCOPE, AND ARE THE RESPONSIBILITY OF OTHER DISCIPLINES. THESE ARE SHOWN FOR REFERENCE ONLY. DUCT CONSTRUCTION SCHEDULE (PRESSURE CLASS PER SMACNA TABLE 1-1S) DUCT DUCT SECTION / COMPONENT PRESSURE CLASS ROOF SUPPLY DUCT +4" LOW SIDE SUPPLY +2" HVAC GENERAL NOTES WASHINGTON 1. EXCEPT AS MODIFIED BY A WRITTEN CONTRACT SIGNED BY THE DESIGN -BUILDER, THE DRAWINGS, SPECIFICATIONS, AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM PREPARED BY OR FOR AND/OR FURNISHED BY DESIGN -BUILDER ARE "INSTRUMENTS OF SERVICE." THE DESIGN -BUILDER, DESIGN -BUILDER'S CONSULTANTS AND OTHER PROVIDERS OF PROFESSIONAL SERVICES INDIVIDUALLY SHALL RETAIN A FULLY PREPAID, UNRESTRICTED, PERPETUAL LICENSE IN THE INSTRUMENTS OF SERVICE AS WELL AS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT IN THOSE INSTRUMENTS OF SERVICE FURNISHED BY THEM. THE INSTRUMENTS OF SERVICE FURNISHED BY DESIGN -BUILDER ARE FOR SOLE USE BY DESIGN -BUILDER IN CONSTRUCTING THE SUBJECT PROJECT. THE INSTRUMENTS OF SERVICE ARE NOT SUITABLE FOR BIDDING OR CONSTRUCTING BY OTHER CONTRACTORS. THEREFORE, IF DESIGN -BUILDER IS NOT RETAINED AS THE DESIGN -BUILD CONTRACTOR TO PERFORM THE WORK DEPICTED IN THE INSTRUMENTS OF SERVICE, WITHOUT THE PRIOR WRITTEN CONSENT OF THE DESIGN BUILDER, THE INSTRUMENTS OF SERVICE MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE EXCEPT FOR GENERAL REFERENCE. DESIGN -BUILDER DISCLAIMS ALL LIABILITY FOR ANY ADAPTATION, MODIFICATION, OR INTERPRETATION OF THE INSTRUMENTS OF SERVICE, OR FOR ANY OTHER UNAUTHORIZED USE OF THESE INSTRUMENTS OF SERVICE. 2. THESE DOCUMENTS WERE PREPARED FOR CONSTRUCTION BY DESIGN -BUILDER ONLY. DESIGN -BUILDER DEVELOPED THESE DOCUMENTS WITH ENGINEERING SOLUTIONS AND CONSTRUCTION MEANS AND METHODS UNIQUE TO DESIGN -BUILDER FOR THE CONSTRUCTION OF THE SUBJECT PROJECT AND ARE NOT APPROPRIATE FOR OTHERS TO BID OR BUILD FROM. IN ADDITION, THESE DRAWINGS WERE DEVELOPED FROM INFORMATION MADE KNOWN TO DESIGN -BUILDER AS OF THE DATE OF THE DOCUMENT AND WOULD NOT INCLUDE LATER CHANGES. 3. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 4. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 2021 EDITIONS OF THE WA MECHANICAL CODE, WA BUILDING CODE, WA FUEL AND GAS CODE, WA FIRE CODE, AND LOCAL CODES AND ORDINANCES. 5. EQUIPMENT SIZING AND SELECTION TO COMPLY WITH 2O21 WSEC 403.3.1. THE OUTPUT CAPACITY FOR HEATING AND COOLING EQUIPMENT SHALL BE NO GREATER THAN THAT OF THE SMALLEST AVAILABLE EQUIPMENT SIZE THAT EXCEEDS THE CALCULATED LOADS. 6. ZONE THERMOSTATIC CONTROLS SHALL BE CONFIGURED TO PROVIDE A DEADBAND OF 5°F WITHIN WHICH THE SUPPLY OF HEATING AND COOLING ENERGY TO THE ZONE IS SHUT OFF OR REDUCED TO A MINIMUM PER 2021 WSEC C403.4.1.2 . 7. AUTOMATIC CONTROLS SHALL BE CAPABLE OF STARTING AND STOPPING THE SYSTEM AS REQUIRED PER 2021 WSEC C403.4.2. 8. VENTILATION AND MINIMUM OUTSIDE AIR VALUES CALCULATED PER 2021 WA MC CHAPTER 4. 9. AIRSIDE ECONOMIZER TO BE PROVIDED AS NOTED IN EQUIPMENT SCHEDULES AND MEET REQUIREMENTS OF 2021 WSEC C403.5. 10. OUTSIDE AIR SUPPLY, EXHAUST OPENINGS, RETURN AIR OPENINGS USED FOR AIRSIDE ECONOMIZER OPERATION, AND STAIRWAY AND SHAFT VENTS SHALL BE PROVIDED WITH CLASS I MOTORIZED DAMPERS PER 2021 WSEC C403.7.8. 11. SELECTED FAN MOTORS SHALL BE NO LARGER THAN THE FIRST AVAILABLE MOTOR SIZE GREATER THAN THE DESIGN BHP PER 2021 WSEC C403.8.2. 12. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH SECTION 603 OF THE 2018 WA MC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28" DIA AND LARGER WHICH ARE SUSPENDED MORE THAN 12" BELOW STRUCTURALSYSTEM. 13. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. 14. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS. A. DUCT WRAP, WHERE INDICATED, SHALL BE 1.5" 0.75 LB/FT3 FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUMINUM FOIL VAPOR BARRIER, UNLESS NOTED OTHERWISE B. SOUND LINING, WHERE INDICATED, SHALL BE 1.0" 1.5 LB/FT3 FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 4,000 FPM, UNLESS NOTED OTHERWISE. 15. FLEX DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, 1.5" FIBERGLASS INSULATION, AND NON -PERFORATED INTERIOR LINER WITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS 1 AIR DUCT. FLEX DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXCEED 12' IN LENGTH UNLESS NOTED OTHERWISE. 16. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 1613 OF THE 2021 WA BC. 17. PROVIDE FIRE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS, AND CEILING RADIATION DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 607 OF THE 2021 WA MC. INSTALL IN ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS, THE TERMS OF THEIR LISTING, AND THE REQUIREMENTS OF THE CODE. 18. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 19. PROVIDE RETURN DUCT SMOKE DETECTOR AUTOMATIC SHUT DOWN OF ALL HEATING, COOLING, OR VENTILATION EQUIPMENT DELIVERING IN EXCESS OF 2,000 CFM IN ACCORDANCE WITH SECTION 606 OF THE 2021 WA MC. 20. HVAC EQUIPMENT, VALVES, AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. 21. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO BE PROVIDED TO THE BUILDING OWNER. RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM INCLUDING SIZES, AND THE TERMINAL AIR AND WATER DESIGN FLOW RATES. 22. OPERATING AND MAINTENANCE MANUALS TO BE PROVIDED TO THE BUILDING OWNER THAT INCLUDE: SUBMITTAL DATA, NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY, HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION, AND A COMPLETE OPERATIONAL NARRATIVE FOR EACH SYSTEM. 23. A WRITTEN BALANCE REPORT SHALL BE FILED WITH THE OWNER. 24. COMMISSIONING: COMMISSIONING FOR THE PROJECT SHALL MEET THE REQUIREMENTS OF THE 2021 WSEC, SECTION C408. SYSTEM SHALL BE TESTED TO ENSURE CONTROL DEVICES, EQUIPMENT, AND SYSTEMS ARE CALIBRATED, ADJUSTED, AND OPERATE IN ACCORDANCE WITH THE PLANS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ACCORDANCE WITH THE PLANS. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER. 25. FOR ALL "SEALED AIR TIGHT" SHAFTS, THE FOLLOWING MUST OCCUR: A. ALL VERTICAL JOINTS INSIDE THE SHAFT SHOULD BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS (BY G.C.) B. TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY G.C.) C. ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHOULD BE CAULKED. FILLING WITH ROCK WOOL IS NOT ACCEPTABLE (BY G.C.) D. ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCT WORK, CONDUIT, PIPING,...) SHOULD BE SEALED ON BOTH SIDES OF THE PENETRATION E. USE SECTION 909 OF THE 2021 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR TIGHT SHAFT CONSTRUCTION NO z jlI C i E[�4 5300 DENVER AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 787-8500 THE PLANS AND SPECIFICATIONS HEREIN ARE OWNED BYAND FOR THE SOLE USE OF ACCO ENGINEERED SYSTEMS, INC. (`ACCO'), AND MAY NOT BE REPRODUCED OR USED BY OTHERS FOR ANY PURPOSE UNLESS AUTHORIZED BYACCO IN WRITING. ACCO CANNOT A CCEPTANY LIABILITY, WARRANTY, OR OBLIGATION /N THE EVENT OF UNAUTHORIZED USE. ;Cd EXPIRES: 11-28-2024 4 05/20/2024 PERMIT REVISIONS 2 CW 3 04/24/2024 PERMIT REVISIONS CW 2 03/13/2024 PERMIT SET CW 1 02/02/2024 PROGRESS SET CW No. Date Description By Revisions Project KRUGER CLINIC TI 21600 HIGHWAY 99 EDMONDS, WA 98026 Title CONSTRUCTION REQUIREMENTS Designed By C. WEBB Drawn By 60940540 Job Number RESUB May 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C. FERRY Checked By S. ELLIS Project Manager 1 /8"=1'-0" Scale MO.01 AIR HANDLER (DX) TAG LOCATION MANUFACTURER & MODEL No. SERVING MIN. OSA CFM SUPPLY FAN RELIEF FAN DX COIL FILTER MERV ELECTRICAL VIB. ISO EER @ ARI WEIGHT (Ibs) NOTES TOTAL CFM E.S.P. (in w.c.) FRPM QTY. BHP (ea) HP (ea) VFD (YIN) TOTAL CFM E.S.P. (in w.c.) FRPM QTY. BHP (ea) HP (ea) VFD (YIN) TOTAL MBH SENS. MBH EDB/ EWB LDB/ LWB REF. TYPE DPa (in w.c.) PRE FINAL MCA EMERGENCY POWER SCCR (KA) VOLT PHASE OPER. CURB TOTAL NHU-1 ROOF TRANE INTELLIPAK SXHFF25E 2ND FLOOR 3500 10500 2.75 1500 1 14.18 15 10000 0.75 774 3.45 5 N 300 280 80 67 R-22 1� 5 200 / 3 5000 1 AMU- ROOF TRANE INTELLIPAK SXHFF25E 1 ST FLOOR 35C 10500 2.75 1500 1 14.18 15 10000 0.75 774 1 3.45 5 N 300 280 80 67 R- 193 5 200 / , 9.5 5000 1 AHU-1 ROOF TRANE INTELLIPAK SXHMF25EO 2ND FLOOR 3500 10500 2 2000 1 10.41 15 Y 10000 0.75 700 1 3.45 5 Y 300 224.5 80 67 R-41OA - 8 8 165 - 65 200 / 3 - 10.7 5760 0 5760 2-9 AHU-2 ROOF TRANE INTELLIPAK SXHMF25EO 1ST FLOOR 3500 10500 2 2000 1 10.41 15 Y 10000 0.75 700 1 3.45 5 Y 300 224.5 80 67 R-41OA - 8 8 165 - 65 200 / 3 - 10.7 5760 0 5760 2-9 NOTES: 1. DEMO EXISTING UNIT. 2. WIRE DISCONNECT TO NEW UNIT BY E.C. 3. CONNECT NEW UNIT TO NEW THERMOSTAT BY C.C. 4. UNIT CFM IS GREATER THAN 2,000: PROVIDE WITH RETURN -DUCT SMOKE DETECTOR PER 2021 IMC 606 FURNISHED BY E.C., INSTALLED BY M.C., WIRED BY E.C. 5. PROVIDE WITH FACTORY VFD ON SUPPLY FAN. 6. UNIT COOLING CAPACITY IS GREATER THAN 65,000 BTU/H: PROVIDE UNIT WITH MIN. 3-STAGE COOLING PER 2021 WSEC C403.5.1 7. UNIT COOLING CAPACITY IS GREATER THAN 42,000 BTU/H: PROVIDE UNIT WITH 2-SPEED FAN PER 2021 WSEC C403.8.5.1 8. FAN POWER COMPLIES WITH 2O21 WSEC C403.8.1 9. REUSE EXISTING CURB FAN POWER LIMIT CALCUATIONS PER 2021 WSEC C403.8.1 EQUATIONS OPTION 4: DETERMINE FAN kWDESIGN BY USING MAX. ELECTRICAL INPUT POWER PROVIDED BY MOTOR NAMEPLATE [C403.8.1.2 (OPTION 4)] FAN kWDESIGN15 FAN kWBUDGET FAN kWBUDGET = (CFMSYSTEM X FPASYSTEM) / 1000 WHERE: CFMSYSTEM = SYSTEM AIRFLOW RATE FPAsYSTEM = FAN SYSTEM POWER ALLOWANCE CALCULATIONS AHU 1 & 2 FAN kWDESIGN = 10.3 CFMSYSTEM =10500 CFM FPA = 1.2 10.3 5 12.5 COMPLIES FAN COIL (DX) SPLIT SYSTEM HEAT PUMP TAG LOCATION MANUFACTURER & MODEL No. SERVING MIN. OSA CFM SUPPLY FAN REF. TYPE DX COOLING COIL HEATING AUX HEAT KW FILTER MERV VOLTAGE MCA EMERGENCY POWER VFD VIB. ISO WEIGHT (Ibs) NOTES CFM E.S.P. (in w.c.) FRPM BHP HP TOTAL MBH SENS. MBH EDB/ EWB LDB/ LWB SUCT. (OF) ROW/ FPI DPa (in w.c.) TOTAL MBH EDB LDB ELECTRICAL ROOM HALLWAY 517GN042 MEP (E) 0.56 R-22 42 (E) (E) (E) (E) - FCU-01 ELECTRICAL ROOM HALLWAY TRANE TAMXBOC48 MEP 480 1600 0.5 N / A N / A 0.6 R-41 OA 45 N / A 77 75 N / A 4 / 14 N / A 30.8 57 74 10.8 N / A 208 / 1 45 N N N 162 2-4 NOTES: 1. REPLACE EXISTING UNIT WITH NEW, LIKE FOR LIKE. 2. DISCONNECT BY ELECTRICAL CONTRACTOR. 3. NO ECONOMIZER PER 2021 WSEC C403.5 EXCEPTION 11. UNIT SERVES DEDICATED SERVER ROOM, AND UNIT EFFICIENCY IS MORE THAN 15% ABOVE CODE MIN. 4. UNIT COOLING CAPACITY IS GREATER THAN 42,000 BTU/H: PROVIDE UNIT WITH 2-SPEED FAN PER 2021 WSEC C403.8.5.1 SPLIT SYSTEM HEAT PUMP TAG LOCATION MANUFACTURER &MODEL SERVING COOLING HEATING COMP'R SINGLE POINT POWER RATED EFFICIENCY @ AHRI VIB. ISO WEIGHT (Ibs) NOTES REF. TYPE TOTAL MBH SUCT. (°F) AMB (°F) TOTAL MBH COND. (°F) AMB (°F) QTY. . # OF CIRCUITS MCA MFA/MOCP SCCR (KA) VOLTAGE EMERGENCY POWER COOLING HEATING SEER EER IEER HSPF COP CU-01 CRAWL SPACE MEP - CU-01 CRAWL SPACE TRANE 4TWR6048N1 MEP R-41OA 45 - 80.9 43.5 - 25.4 1 1 26 40 - 208 / 1 N 16.2 12 - 8.1 3.8 N 250 2 NOTES: 1. REPLACE EXISTING UNIT WITH NEW, LIKE FOR LIKE. 2. DISCONNECT BY ELECTRICAL CONTRACTOR. PACKAGE HEAT PUMP UNIT TAG LOCATION MANUFACTURER SERVING MIN. OSA DCV OSA SUPPLY FAN DX COOLING HEATING COMP'R EXH. FAN SINGLE POINT POWER RATED EFFICIENCY @ AHRI VIB. WEIGHTS (LBS) NOTES CFM E.S.P. (in w.c.) FRPM BHP HP REF. TYPE TOTAL MBH SENS. MBH EDB/ EWB LDB/ LWB AMB (°F) TOTAL MBH EDB LDB AMB (°F) QTY. NO. OF CIRCUITS CFM E.S.P. (in w.c.) BHP HP MCA MFA/ MOCP SCCR (KA) VOLTAGE EMERGENCY POWER COOLING HEATINGISO UNIT CURB ECONO. TOTAL SEER EER IEER HSPF COP HP-1 S CRAWL SPACE CARRIER 559GN024 LOBE (E) (E) (E) (E) R-22 24.8 (E) (E) (E) (E) (E) (E (E) (E) (E) (E) (E) (E) HP-1 S CRAWL SPACE TRANE 4WCZ5024 LOBBY 300 NIA 800 0.1 810 - 12 R-41OA 23.8 20 77 75 80 6 53 70 25 1 2 NIA N/A N/A N/A 19 30 - 208 / 1 N 15 11 - 9 - - 372 N/A 83 455 2-5 1 - I - - F-r- - I NOTES: 1. REPLACE EXISTING UNIT WITH NEW, LIKE FOR LIKE. 2. DISCONNECT BY ELECTRICAL CONTRACTOR. 3. PROVIDE WITH 100% INTEGRATED ECONOMIZER PER 2021 WSEC 403.5 4. UNIT CFM IS GREATER THAN 2,000: PROVIDE WITH RETURN -DUCT SMOKE DETECTOR PER 2021 IMC 606 FURNISHED BY E.C., INSTALLED BY M.C., WIRED BY E.C. 5. PROVIDE WITH FACTORY VFD ON SUPPLY FAN. 5300 DENVER AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 787-8500 THE PLANS AND SPECIFICATIONS HEREIN ARE OWNED BYAND FOR THE SOLE USE OF ACCO ENGINEERED SYSTEMS, INC. (`ACCO'), AND MAY NOT BE REPRODUCED OR USED BY OTHERS FOR ANY PURPOSE UNLESS AUTHORIZED BYACCO IN WRITING. ACCO CANNOT ACCEPT ANY LIABILITY, WARRANTY, OR OBLIGATION IN THE EVENT OF UNAUTHORIZED USE. EXPIRES: 11-28-2024 4 05/20/2024 PERMIT REVISIONS 2 CW 3 04/24/2024 PERMIT REVISIONS CW 2 03/13/2024 PERMIT SET CW 1 02/02/2024 PROGRESS SET CW No. Date Description By Revisions Project KRUGER CLINIC TI 21600 HIGHWAY 99 EDMONDS, WA 98026 Title EQUIPMENT SCHERAMB May 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C. WEBB C. FERRY Designed By Checked By C. WEBB S. ELLIS Drawn By Project Manager 60940540 AS SHOWN Job Number Scale MO.10 SERIES FAN POWERED TERMINAL UNIT WITH ELECTRIC HEAT TAG MANUFACTURER & MODEL No. AREA SERVED PRIMARY INLET FAN HEATER WEIGHT (lbs) NOTES INLET SIZE MAX CFM MIN CFM CFM MCA VOLTAGE ECM (YIN) KW DT CFM EDB LDB VOLTS/PH STGS VAV-101 VARITRANE VFSE03 FIRST FLOOR 6 200 200 200 (E) 208 / 3 N 1.5 23.6 200.0 55.0 78.6 - 1 104 1,2 VAV-102 VARITRANE VFSE03 FIRST FLOOR 6 300 200 300 (E) 208 / 3 N 2.5 26.2 300.0 60.0 86.2 - 1 104 1,2 VAV-103 VARITRANE VFSE03 FIRST FLOOR 6 300 200 300 (E) 208 / 3 N 2.5 26.2 300.0 60.0 86.2 - 1 104 1,2 VAV-104 VARITRANE VFSE03 FIRST FLOOR 6 200 200 200 (E) 208 / 3 N 1.5 23.6 200.0 55.0 78.6 - 1 104 1,2 VAV-105 VARITRANE VFSE03 FIRST FLOOR 6 300 200 300 (E) 208 / 3 N 2.5 26.2 300.0 60.0 86.2 - 1 104 1,2 VAV-106 VARITRANE VFSE03 FIRST FLOOR 6 200 200 200 (E) 208 / 3 N 1.5 23.6 200.0 55.0 78.6 - 1 104 1,2 VAV-107 VARITRANE VFSE03 FIRST FLOOR 6 300 200 300 (E) 208 / 3 N 2.5 26.2 300.0 60.0 86.2 - 1 104 1,2 VAV-108 VARITRANE VFSE03 FIRST FLOOR 6 200 200 200 (E) 208 / 3 N 1.5 23.6 200.0 55.0 78.6 - 1 104 1,2 VAV-109 VARITRANE VFSE03 FIRST FLOOR 6 300 200 300 (E) 208 / 3 N 2.5 26.2 300.0 60.0 86.2 - 1 104 1,2 VAV-110 VARITRANE VFSE03 FIRST FLOOR 8 400 200 400 (E) 208 / 3 N 3.0 23.6 400.0 62.5 86.1 - 1 104 1,2 VAV-111 VARITRANE VFSE03 FIRST FLOOR 6 200 200 200 (E) 208 / 3 N 1.5 23.6 200.0 55.0 78.6 - 1 104 1,2 VAV-112 VARITRANE VFSE03 FIRST FLOOR 8 400 200 400 (E) 208 / 3 N - - - - - - - 104 1, 2, 3 VAV-113 VARITRANE VFSE03 FIRST FLOOR 8 400 200 400 (E) 208 / 3 N - - - - - - - 104 1, 2, 3 VAV-114 VARITRANE VFSE03 FIRST FLOOR 6 300 200 300 (E) 208 / 3 N 2.5 26.2 300.0 60.0 86.2 - 1 104 1,2 VAV-115 VARITRANE VFSE03 FIRST FLOOR 10 800 200 800 (E) 208 / 3 N 5.0 19.7 800.0 66.3 85.9 - 1 104 1,2 VAV-116 VARITRANE VFSE03 FIRST FLOOR 6 300 200 300 (E) 208 / 3 N 2.5 26.2 300.0 60.0 86.2 - 1 104 1,2 VAV-117 VARITRANE VFSE03 FIRST FLOOR 6 300 200 300 (E) 208 / 3 N 2.5 26.2 300.0 60.0 86.2 - 1 104 1,2 VAV-118 VARITRANE VFSE03 FIRST FLOOR 6 300 200 300 (E) 208 / 3 N 2.5 26.2 300.0 60.0 86.2 - 1 104 1,2 VAV-119 VARITRANE VFSE03 FIRST FLOOR 8 500 200 500 (E) 208 / 3 N 3.5 22.0 500.0 64.0 86.0 - 1 104 1,2 VAV-120 VARITRANE VFSE03 FIRST FLOOR 8 400 200 400 (E) 208 / 3 N 3.0 23.6 400.0 62.5 86.1 - 1 104 1,2 VAV-121 VARITRANE VFSE03 FIRST FLOOR 6 200 200 200 (E) 208 / 3 N 1.5 23.6 200.0 55.0 78.6 - 1 104 1,2 VAV-122 VARITRANE VFSE03 FIRST FLOOR 6 300 200 300 (E) 208 / 3 N - - - - - - - 104 1, 2, 3 VAV-123 VARITRANE VFSE03 FIRST FLOOR 10 1000 200 1000 (E) 208 / 3 N 6.0 18.9 1000.0 67.0 85.9 - 3 104 1,2 VAV-201 VARITRANE VFSE03 SECOND FLOOR 6 200 200 200 (E) 208 / 3 N 1.5 23.6 200.0 55.0 78.6 - 1 104 1,2 VAV-202 VARITRANE VFSE03 SECOND FLOOR 6 300 200 300 (E) 208 / 3 N 2.5 26.2 300.0 60.0 86.2 - 1 104 1,2 VAV-203 VARITRANE VFSE03 SECOND FLOOR 10 800 200 800 (E) 208 / 3 N 5.0 19.7 800.0 66.3 85.9 - 3 104 1,2 VAV-204 VARITRANE VFSE03 SECOND FLOOR 6 200 200 200 (E) 208 / 3 N 1.5 23.6 200.0 55.0 78.6 - 1 104 1,2 VAV-205 VARITRANE VFSE03 SECOND FLOOR 6 200 200 200 (E) 208 / 3 N 1.5 23.6 200.0 55.0 78.6 - 1 104 1,2 VAV-206 VARITRANE VFSE03 SECOND FLOOR 6 300 200 300 (E) 208 / 3 N 2.5 26.2 300.0 60.0 86.2 - 1 104 1,2 VAV-207 VARITRANE VFSE03 SECOND FLOOR 6 300 200 300 (E) 208 / 3 N 2.5 26.2 300.0 60.0 86.2 - 1 104 1,2 VAV-208 VARITRANE VFSE03 SECOND FLOOR 8 400 200 400 (E) 208 / 3 N 3.0 23.6 400.0 62.5 86.1 - 1 104 1,2 VAV-209 VARITRANE VFSE03 SECOND FLOOR 8 500 200 500 (E) 208 / 3 N 3.5 22.0 500.0 64.0 86.0 - 1 104 1,2 VAV-210 VARITRANE VFSE03 SECOND FLOOR 8 500 200 500 (E) 208 / 3 N 3.5 22.0 500.0 64.0 86.0 - 1 104 1,2 VAV-211 VARITRANE VFSE03 SECOND FLOOR 6 200 200 200 (E) 208 / 3 N - - - - - - - 104 1, 2, 3 VAV-212 VARITRANE VFSE03 SECOND FLOOR 8 500 200 500 (E) 208 / 3 N - - - - - - - 104 1, 2, 3 VAV-213 VARITRANE VFSE03 SECOND FLOOR 6 200 200 200 (E) 208 / 3 N - - - - - - - 104 1, 2, 3 VAV-214 VARITRANE VFSE03 SECOND FLOOR 8 400 200 400 (E) 208 / 3 N - - - - - - - 104 1, 2, 3 VAV-215 VARITRANE VFSE03 SECOND FLOOR 8 500 200 500 (E) 208 / 3 N - - - - - - - 104 1, 2, 3 VAV-216 VARITRANE VFSE03 SECOND FLOOR 8 400 200 400 (E) 208 / 3 N - - - - - - - 104 1, 2, 3 VAV-217 VARITRANE VFSE03 SECOND FLOOR 6 300 200 300 (E) 208 / 3 N 2.5 26.2 300.0 60.0 86.2 - 1 104 1,2 VAV-218 VARITRANE VFSE03 SECOND FLOOR 10 800 200 800 (E) 208 / 3 N 5.0 19.7 800.0 66.3 85.9 - 3 104 1,2 VAV-219 VARITRANE VFSE03 SECOND FLOOR 6 200 200 200 (E) 208 / 3 N 1.5 23.6 200.0 55.0 78.6 - 1 104 1,2 VAV-220 VARITRANE VFSE03 SECOND FLOOR 10 800 200 800 (E) 208 / 3 N 5.0 19.7 800.0 66.3 85.9 - 3 104 1,2 VAV-221 VARITRANE VFSE03 SECOND FLOOR 6 200 200 200 (E) 208 / 3 N 1.5 23.6 200.0 55.0 78.6 - 1 104 1,2 VAV-222 VARITRANE VFSE03 SECOND FLOOR 8 500 200 500 (E) 208 / 3 N 3.5 22.0 500.0 64.0 86.0 - 1 104 1,2 VAV-223 VARITRANE VFSE03 SECOND FLOOR 8 400 200 400 (E) 208 / 3 N 3.0 23.6 400.0 62.5 86.1 - 1 104 1,2 VAV-224 VARITRANE VFSE03 SECOND FLOOR 10 800 200 800 (E) 208 / 3 N 5.0 19.7 800.0 66.3 85.9 - 3 104 1,2 VAV-225 VARITRANE VFSE03 SECOND FLOOR 8 600 200 600 (E) 208 / 3 N 4.0 21.0 600.0 65.0 86.0 - 3 104 1,2 VAV-226 VARITRANE VFSE03 SECOND FLOOR 8 600 200 600 (E) 208 / 3 N 4.0 21.0 600.0 65.0 86.0 - 3 104 1,2 VAV-227 VARITRANE VFSE03 ATRIUM 12 1600 200 1600 (E) 208 / 3 N 9.0 17.7 1600.0 68.1 85.8 - 3 104 1,2 NOTES: 1. REPLACE MOTOR, DAMPER BLADE, AIRFLOW SENSOR, ACTUATOR, CAPACITOR, AND BELLYBAND MOUNT, CLEAN OUT BLOWER WHEEL, AND REINSTALL EXISTING VAV 2. DISCONNECT BY ELECTRICAL CONTRACTOR. 3. INTERIOR ZONE - NO HEATER ATTACHED DIFFUSERS AND GRILLES TAG MANUFACTURER & MODEL No. BORDER TYPE SIZE TYPE NOTES A TITUS MCD 1,3,4,E PER PLAN LAY -IN OR SURFACE MT SUPPLY - B TITUS FL 11,14,22,55,66,77 PER PLAN LINEAR SLOT DIFFUSER - METAL EGGCRATE LAY -IN 12x12 RETURN/EXHAUST METAL EGGCRATE LAY -IN 24x24 RETURN/EXHAUST PROVIDE ISOLATION TO MATCH EXISTING FLEX REQUIRED WHERE DUCT PENETRATES WALL STRUCTURE PLENUM OR DUCT AS SHOWN ON PLANS (TYP.) PROVIDE CLEARANCE BETWEEN HANGER RODS FOR ACCESS PANEL REMOVAL AND SERVICE SECONDARY DRAIN PAN, WHERE INDICATED ON FLOOR PLANS .I TOP OF UNIT WITH CABLES GOING INBOARD OPTIONAL SEISMIC CABLING INBOARD OF UNIT PER ABOVE DETAIL (TYPA). OPTION DEPENDENT ON INSTALLATION CONDITIONS IN FIELD. ATTACHMENT TO STRUCTURE ABOVE (TYP.) I ALL THREADED % ROD (TYP-4) % UNISTRUT AS REQUIRED (TYP.) EQUIPMENT WS H P FAN COIL SCALE: NONE BUILDING ELEVATION rnLOOKING SOUTH NO SCALE .I FLEX CONNECTOR (TYP.) FLEX REQUIRED WHERE DUCT PENETRATES WALL / CABLE WITH 1-1/2" SLACK, AT EACH CORNER, AT A 0-60' ANGLE FROM HORIZONTAL (MUST ALL BE THE SAME) FACTORY PROVIDED FILTER RACK PER SUBMITTAL. FILTER ACCESS TO BE COORDINATED AS REQUIRED. SUPPORT UNIT WITH STRUT OR FACTORY PROVIDED MOUNTING TABS occ 5300 DENVER AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 787-8500 THE PLANS AND SPECIFICATIONS HEREIN ARE OWNED BYAND FOR THE SOLE USE OF ACCO ENGINEERED SYSTEMS, INC. (`ACCO'), AND MAY NOT BE REPRODUCED OR USED BY OTHERS FOR ANY PURPOSE UNLESS AUTHORIZED BYACCO IN WRITING. ACCO CANNOT ACCEPT ANY LIABILITY, WARRANTY, OR OBLIGATION IN THE EVENT OF UNAUTHORIZED USE. ;Cd EXPIRES: 11-28-2024 4 05/20/2024 PERMIT REVISIONS 2 CW 3 04/24/2024 PERMIT REVISIONS CW 2 03/13/2024 PERMIT SET CW 1 02/02/2024 PROGRESS SET CW No. Date Description By Revisions Project KRUGER CLINIC TI 21600 HIGHWAY 99 EDMONDS, WA 98026 Title EQUIPMENT SCHEREM313 CONT. & May 22 2024 MECHANICAL DETAIU MONDS RVICES C. WEBB C. FERRY Designed By Checked By C. WEBB S. ELLIS Drawn By Project Manager 60940540 AS SHOWN Job Number Scale MO. 11 (TRAWL ACCESS 005 34 1 /2" 1_x0.1.. rx� I x x X� x - - i IX i XI IX ELEVATOR XI HA CAL SERVICE ELEC )6D 106C ' PoxI � I I � X 1XI FI X x� f FCU '1 HALLWAY L J 106A EXISTING 36"x37" PAD i HP1 l 01 1 (D). OSA SUPPLY FROM EXISTING OPENINGS ED 11 �: SUITE 110 VACANT SUITE 100 RAYMOND LIU DDS /11 FIELD VERIFY EXISTING DUCTWORK AND GRILLES SERVED BY NEW RTUN FIELD VERIFY EXISTING DUCT SIZE TYP. 1ST FLOOR HVAC DEMO PLAN 1/8"=1'-0" 5300 DENVER AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 787-8500 THE PLANS AND SPECIFICATIONS HEREIN ARE OWNED BYAND FOR THE SOLE USE OF ACCO ENGINEERED SYSTEMS, INC. (`ACCO'), AND MAY NOT BE REPRODUCED OR USED BY OTHERS FOR ANY PURPOSE UNLESS AUTHORIZED BYACCO IN WRITING. ACCO CANNOT ACCEPT ANY LIABILITY, WARRANTY, OR OBLIGATION /N THE EVENT OF UNAUTHORIZED USE. faAREAOFWORK KEY PLAN EXPIRES: 11-28-2024 4 05/20/2024 PERMIT REVISIONS 2 CW 3 04/24/2024 PERMIT REVISIONS CW 2 03/13/2024 PERMIT SET CW 1 02/02/2024 PROGRESS SET CW No. Date Description By Revisions Project KRUGER CLINIC TI 21600 HIGHWAY 99 EDMONDS, WA 98026 Title 1ST FLOOR RESUB HVAC DEMO PLAN May 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I C. wEBB Designed By C. WEBB Drawn By 60940540 IJob Number C. FERRY Checked By S. ELLIS Project Manager AS SHOWN Scale M 1.01-D CU 01 3/8" RL i 7/8" RG ELEVATOR MECHA CAL SERVICE 1106D 1106C ' FCU ' 01 J F VAV 101 (D \7w- 7 101 FIELD VERIFY 77 5' VERITCAL CLE C VAV---------- FROM TOP OF UNIT 1oz 42" x 42" HOUSEKEEPING PAD M ' 105 104E HALLWAY 3/4" CD 44 1 106A E INT9 EXISTING SUITE 110 VACANT 171 Ja s a li STAI R 105E MECHANICA SUITE 100 105C RAYMOND LIU DDS CRAWL ACCESS 105D 34 1/2" DO TH FIELD VERIFY 3' VERTICAL CLEARANCE FROM TOP OF UNIT. E 37" UNIT HEIGHT 60" x 60" HOUSEKEEPING PAD OSA SUPPLY FROM EXISTING OPENINGS III a FIELD VERIFY EXISTING DUCTWORK AND GRILLES SERVED BY NEW RTUE FIELD VERIFY EXISTING DUCT SIZE TYP. /1 103 0 J O O MAIN O LOBBY VAV VAVO 103 SUITE 1120 VAV 11 104 T VAV 104 I � /1 5300 DENVER AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 787-8500 THE PLANS AND SPECIFICATIONS HEREIN ARE OWNED BYAND FOR THE SOLE USE OF ACCO ENGINEERED SYSTEMS, INC. (`ACCO'), T AND MAY NOT BE REPRODUCED OR USED xLj BY OTHERS FOR ANY PURPOSE UNLESS ILL AUTHORIZED BYACCO IN WRITING. ACCO CANNOT ACCEPT ANY LIABILITY, WARRANTY, OR - H OBLIGATIONIN THE EVENT OF UNAUTHORIZED USE. VAV VAV 108 106 T T VAV VAV 106 107 O VAV VAV 108 FIRE 106 I RISER 1771 140D �' VAV VAV 105 109 V T � � a 1 5 FIELD VERIFY ` VAV AREA OF WORK EXISTING T'STAT LOCATION � 110 El TYP. IT T VAV , jWEDI ED ON YPE BAR CS UTILITY 109 110 KEY PLAN 140E os � I FVAV-� A EXIT STAIR 103 SWEDISH E UIT 14 0 PERBA 1C VAV 113 SUITE 150 AREA OF WORK SWEDISH EDMONDS WOUND CENTER �I VAV OT 123 VAV 114 FIELD VERIFY EXISTING VAV LOCATION ' TYP. O VAV NOT IN SCOPE 121 121 C yj \ VAV 120 T VAV 120 N 1ST FLOOR HVAC PLAN 1 /8"= V-0" MEMS VAV 114 i T VAV 114 VAV 115 i \ \ \ I i i VAV \ 116 I ❑ VAV � 116 \\ \ \ 0 J, VAV 115 n n VAV , Y t] Y 118 VAV VAV 119 118, VA / VAV 119 VAVO' 117 EXPIRES: 11-28-2024 4 05/20/2024 PERMIT REVISIONS 2 CW 3 04/24/2024 PERMIT REVISIONS CW 2 03/13/2024 PERMIT SET CW 1 02/02/2024 PROGRESS SET CW No. Date Description By Revisions rProject KRUGER CLINIC TI 21600 HIGHWAY 99 EDMONDS, WA 98026 [7itlEe FLOOR C PLAN I C. wEBB Designed By C. WEBB Drawn By 60940540 RESUB May 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C. FERRY Checked By S. ELLIS Project Manager AS SHOWN IJob Number Scale M1.01 61 6 OF 2ND FLOOR HVAC PLAN N 3/32"=1'-0" 5300 DENVER AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 787-8500 THE PLANS AND SPECIFICATIONS HEREIN ARE OWNED BYAND FOR THE SOLE USE OF ACCO ENGINEERED SYSTEMS, INC. (`ACCO'), AND MAY NOT BE REPRODUCED OR USED BY OTHERS FOR ANY PURPOSE UNLESS AUTHORIZED BYACCO IN WRITING. ACCO CANNOT ACCEPT ANY LIABILITY, WARRANTY, OR OBLIGATION /N THE EVENT OF UNAUTHORIZED USE. M'4ARE,A0FWORK KEY PLAN 0 EXPIRES: 11-28-2024 4 05/20/2024 PERMIT REVISIONS 2 CW 3 04/24/2024 PERMIT REVISIONS CW 2 03/13/2024 PERMIT SET CW 1 02/02/2024 PROGRESS SET CW No. Date Description By Revisions Project KRUGER CLINIC TI 21600 HIGHWAY 99 EDMONDS, WA 98026 Title 2ND FLOOR HVAC PLAN C. WEBB Designed By C. WEBB Drawn By 60940540 Job Number RESUB May 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C. FERRY Checked By S. ELLIS Project Manager AS SHOWN Scale M1.02 ROOF HVAC DEMO PLAN 1 /8"=1 '-0" N ROOF HVAC PLAN 1 /8"=1'-0" 5300 DENVER AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 787-8500 THE PLANS AND SPECIFICATIONS HEREIN ARE OWNED BYAND FOR THE SOLE USE OF ACCO ENGINEERED SYSTEMS, INC. (`ACCO'), AND MAY NOT BE REPRODUCED OR USED BY OTHERS FOR ANY PURPOSE UNLESS AUTHORIZED BYACCO IN WRITING. ACCO CANNOT ACCEPT ANY LIABILITY, WARRANTY, OR OBLIGATION /N THE EVENT OF UNAUTHORIZED USE. faARE,AOFWORK KEY PLAN EXPIRES: 11-28-2024 4 05/20/2024 PERMIT REVISIONS 2 CW 3 04/24/2024 PERMIT REVISIONS CW 2 03/13/2024 PERMIT SET CW 1 02/02/2024 PROGRESS SET CW No. Date Description By Revisions Project KRUGER CLINIC TI 21600 HIGHWAY 99 EDMONDS, WA 98026 Title ROOF HVAC RESUB DEMO AND FLOORN LAP024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C. WEBB C. FERRY Designed By Checked By C. WEBB S. ELLIS Drawn By Project Manager 60940540 AS SHOWN Job Number Scale M1.R1 ONI �WENGINEESTRUCTURAL RS Engineers Northwest Inc., P.S. May 17, 2024 Scott Ellis ACCO Engineered systems 5300 Denver AVE S. Seattle, WA 98108 RE: Kruger Clinic AHU-1 and AHU-2 Replacement. To Whom it may concern: This letter is to address the request to evaluate the existing roof structure for the new HVAC units AHU-1 and AHU-2. The loads and layout for the work are completed per drawing SK-1 and SK-2. The existing units each weigh 5000 Ibs and the new units each weigh 5760 lbs. The new HVAC units will be supported by the existing DBL TJI-35 Joists at each end of the units. The anchorage of the unit to the existing curb will be completed per SK-3. The analysis was based on the current building design load of 25 psf minimum roof snow load and 13 psf Dead load. Based on our analysis it has been determined that the existing roof framing is adequate for the increase in weight from the new replacement units. This review assumes that there is no damage or modifications to the structural members supporting the new HVAC units. If there is any damage or modifications, this letter is void. Please contact me if you have any questions. ENGINEERS NORTHWEST, INC., P.S. David Chinyama, E.I.T DC: ENW Project No. 24000004 • • ••••••••••••••• 19020 331 Ave W #530 • Lynnwood, WA 98036 206.525.7560 • fax 206.522.6698 www.engineersnw.com 5300 DENVER AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 787-8500 THE PLANS AND SPECIFICATIONS HEREIN ARE OWNED BYAND FOR THE SOLE USE OF ACCO ENGINEERED SYSTEMS, INC. (`ACCO'), AND MAY NOT BE REPRODUCED OR USED BY OTHERS FOR ANY PURPOSE UNLESS AUTHORIZED BYACCO IN WRITING. ACCO CANNOTACCEPTANYLIABILITY, WARRANTY, OR OBLIGATION /N THE EVENT OF UNAUTHORIZED USE. WRAREA OF WORK KEY PLAN 4 05/20/2024 PERMIT REVISIONS 2 CW 3 04/24/2024 PERMIT REVISIONS CW 2 03/13/2024 PERMIT SET CW 1 02/02/2024 PROGRESS SET CW No. Date Description By Revisions Project KRUGER CLINIC TI 21600 HIGHWAY 99 EDMONDS, WA 98026 Title STRUCTURAL PAGRESUB May 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C. WEBB C. FERRY Designed By Checked By C. WEBB S. ELLIS Drawn By Project Manager 60940540 AS SHOWN Job Number Scale M 10.01 •' ,t11V„17.1 a I a G' ' GRUUP - � I _ LL' n JOIa M eeermle•s _ __- �==-'—c— _ I ' IMNESMn Via W ('� � EQ/ U f 1 1 w• nE0r10R0.WxA'Rw •'0.Y•] ��4 a.e• 39•'t AHU-2 --T AHU-t .STE:�i it 1E I .1/.A+I' F :•At•P } _ • xE$pL: . - 'SxYt{ I AM o5e av F IYTJ>SQO RALN ¢'�c+R ommP�n.-n�c^�M•.�Na\cN' fl I A � - ;;v_:.. E.. ;�.�y 31 P — j Kruger Clinic, Edmonds WA i ENW# 24000004 05-17-24 David.0 Code:2021 WS Building Code (IBC) Current Design Loads: SL=25 psf (Roof) & DL= 13 psf Lel SECOND FLOOR PLAN, j ErBR= 1roR . Kruger Clinic, Edmonds WA ENW# 24000004 05-17-24 David.0 Code:2021 WS Building Code (IBC) Current Design Loads: SL=25 psf (Roof) & DL= 13 psf .sosce., yN HLNOU EI OF' AND IVDITICM:, TQ N _. KRUGER_ CLINIC" �� .rD lol,G ;. rro NNnTON�. :� (2nnF P2f �,rtu G AN © l • 1 I 6GfLC� li9"• -�� NMR6: '.r sJ-cam i) YLUAH s NOIGET¢GN6 YIMT 60i70M ,.. v .. �'••••_ OP ®M.N=j. YWRVii.�eOitOM ! . ZJ Ail TRRIpR vrnLF. MOlAlr R6 (ZJa.b NP.2 V�N.O. - A�PRAVIfM vcR 9-t �PCt-,�R� MRR,. mo�t,. . �JI's 4TKt. G.IPFgRTE ! Au: iI.T1iRR � i ' CATY3�ra A iKORLaI © W)MOTGdO P4�I5MGI. RWIECn 260• yIy��fZEE��DO.I/PA,,IpRs�ATi� NUVe£. ' E't'+•C NO'1'lR 4 � s3PiK¢F "GTF A1KiU8T.?2. i:N?. °• W.WNIX D.G. M6P 9p-pg6 �Itl Wdtl Ili�IIA uh Ii�Sll ll 11 irk ' SK=1 n -- I o � � 7.1 5300 DENVER AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 787-8500 THE PLANS AND SPECIFICATIONS HEREIN ARE OWNED BYAND FOR THE SOLE USE OF ACCO ENGINEERED SYSTEMS, INC. (`ACCO'), AND MAY NOT BE REPRODUCED OR USED BY OTHERS FOR ANY PURPOSE UNLESS AUTHORIZED BYACCO IN WRITING. ACCO CANNOTACCEPTANYLIABILITY, WARRANTY, OR OBLIGATION /N THE EVENT OF UNAUTHORIZED USE. AREA OF WORK KEY PLAN @ O'N ARCHITECTURE GROUP E SuIEe 600 4 05/20/2024 PERMIT REVISIONS 2 CW 3050151ND AVENUE N/E REDMOND. W $MINGTON 2 TELEeMON905'E(]OF) R2-60F0 3 04/24/2024 PERMIT REVISIONS CW FAA No (2%) 9F$- " AILLAN E. COLLINS AEETM A.NULL ARK L.WOERMAN 2 03/13/2024 PERMIT SET CW 3 M a .. AREUSTEK0 1 02/02/2024 PROGRESS SET CW 3WO81ECT No. Date Description By Revisions 4 ® Project KRUGER CLINIC TI REMODEL OF AND ADDITION TO 21600 HIGHWAY 99 KRUGER CLINIC EDMONDS, WA 98026 �.! EDMONDS, VASHINGTON �� ❑ nsnsx rEm, nmmsv a'2 mrrE 1 . — RT s F N— rI, ALL FJ aLLS rExrFx n, s•.x. ¢QA �. a oN. _ �I.- -- -- � 1� Eno- oils > o.o. a+•: �` •.® �� IN,FxmTNe�IrI�wEEREaLK Rurtta. RE Esacrzlnu ,u, E ucly, vExrss mrx .1- RT m 1. R-L Erm[ . Tux x sLE 11x E¢L ru R- N— \' wxx —1. E — x x -s• -1. Ivxnm 1 e xsov[ rxaxxrwa IVY— N O •s. eENssxr s¢ ro R Nx'nonnru uu�srwuuc sRENs, mwn, O Y J C R •' R PROTECT 2� an rxT¢, Ens F arnoxm o _ NUMBER DATE AUGUST 22, 1990 F E D 1NG BUILDING NEW CONSTRUCTION DRAWN BY PARTITION 3 SHEET NOTES C� TYPES U SUITE IDENTIFICATION PLAN TTLET SECOND FLOOR PLAN `J • E SHEET A2.3 SK-2 NUMBER Title STRUCTURAL PAGRESUB May 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C. WEBB C. FERRY Designed By Checked By C. WEBB S. ELLIS Drawn By Project Manager 60940540 AS SHOWN Job Number Scale M10.02 01-611 2" ►I 1b SECTION 16GA Bent Z plate at 4'-0" O.0 Max n SECTION (HVAC CURB PLAN VIEW) \J EXISTING WOOD (N) AHU-1/ AHU-2 ate per i at urb SHEET NOTE: 1) ALL EXPOSED METAL AND SCREWS TO BE GALVANIZED. Kruger Clinic, Edmonds WA ENW# 24000004 05-17-24 David.0 Code:2021 WS Building Code (IBC) Current Design Loads: SL=25 psf (Roof) & DL= 13 psf AHU BASE (2) -1" #10 Self drilling Tek Screws. Galvanized 2b (N)16GA Bent Z plate SK-3 per 2b/SK-3. (2) SDS25300 Screws. Galvanized (E) 2"x4" CONTINUOUS. (E) 2X4 STUD AT 16" O.0 4 05/20/2024 PERMIT REVISIONS 2 CW 3 04/24/2024 PERMIT REVISIONS CW 2 SECTION 2 03/13/2024 PERMIT SET CW 01-4111 02/02/2024 PROGRESS SET CW No. Date Description By C:) Revisions GV jV o Project N KRUGER CLINIC � TI 2b 0'-2" SK SECTION 21600 HIGHWAY 99 =3 EDMONDS, WA 98026 5300 DENVER AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 787-8500 THE PLANS AND SPECIFICATIONS HEREIN ARE OWNED BYAND FOR THE SOLE USE OF ACCO ENGINEERED SYSTEMS, INC. (`ACCO'), AND MAY NOT BE REPRODUCED OR USED BY OTHERS FOR ANY PURPOSE UNLESS AUTHORIZED BYACCO IN WRITING. ACCO CANNOTACCEPTANYLIABILITY, WARRANTY, OR OBLIGATION /N THE EVENT OF UNAUTHORIZED USE. "NAREA OF WORK KEY PLAN 0 Title STRUCTURAL PAGRESUB May 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C. WEBB C. FERRY Designed By Checked By C. WEBB S. ELLIS Drawn By Project Manager 60940540 AS SHOWN Job Number Scale M10-03 Page 1 of 49 Engineers Northwest Inc., P.S. KRUGER CLINIC 21600 Highway 99,Edmonds,Washington, 98026 STRUCTURAL CALCULATIONS FOR HVAC ADDITION N . iisvy v 05117124 2021 WS Building Code(IBC) as Amended by the city of Edmonds ,Washington May 17, 2024 ENW #24000004 ................ • 19020 331 Ave W #350 • Lynnwood, WA 98036 206.525.7560 • fax 206.522.6698 www.engineersnw.com Page 5 of 49 �SCE AMFAIGW SOCIEtt OFCMLfNGINEFAG Snow Results: Mapped Elevation: Data Source: Date Accessed: Mon Feb 26 2024 In "Case Study" areas, site -specific case studies are required to establish ground snow loads. Extreme local variations in ground snow loads in these areas preclude mapping at this scale. Ground snow load determination for such sites shall be based on an extreme value statistical analysis of data available in the vicinity of the site using a value with a 2 percent annual probability of being exceeded (50-year mean recurrence interval). Statutory requirements of the Authority Having Jurisdiction are not included. Site is outside ASCE/SEI 7-16, Table 7.2-5 boundaries. For ground snow loads in this area, see SEAW Snow Load Analysis for Washington, 2nd Ed. ('b,G&oitii ilbn can create a mismatch between the mapped elevation and the site -specific elevation in topographically complex areas. Engineers should consult the local authority having jurisdiction in locations where the reported 'elevation' and 'mapped elevation' differ significantly from each other. httos://ascehazardtool.ora/ Page 3 of 4 Mon Feb 26 2024 E ■ _ ` - STRUCTURAL ENGINEERS Onglneers Northwest Inc., R% Page 9 of 49 PLAN OVERVIEW .•.............. • 19020 331 Ave W #350 • Lynnwood, WA 98036 206.525.7560 • fax 206.522.6698 www.engineersnw.com . Page 2 of 49 STRUCTURAL FE—WENGINEERS Engineers Northwest Inc., P.S. KRUGER CLINIC 21600 Highway 99,Edmonds,Washington, 98026 SCOPE OF WORK: Addition of AHU-1 and AHU-2 CODE USED: 2021 WS Building Code(IBC) VERTICAL LOAD: 25 psf Snow Load and 13 psf D.L SEISMIC: Ss =1.282 SDS = 0.855 S 1 = 0.451 SD1 = 0.571 SITE CLASS: D Default WIND INFO: ULTIMATE WIND SPEED= 98 mph , (ASD) = 75 mph EXPOSURE = C Kzt=1.0; RISK CATEGORY = II ELEVATION: 342 ft . • . . . . . . . . . . .. . . • 19020 331 Ave W #350 • Lynnwood, WA 98036 206.525.7560 •fax 206.522.6698 www.engineersnw.com Page 6 of 49 ASCE AMFAICAN SOCI EN IT CMl f NGINEEAS The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, Completeness, reliability, currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be Construed as an endorsement, affiliation, relationship, or sponsorship of such third -party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a Competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of rare required of such professionals in interpreting and applying the Contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulfing from any use of data provided by the ASCE Hazard Tool. httos://asceha.ardtool.ora/ Page 4 of 4 Mon Feb 26 2024 Page 10 of 49 T_ 0 i" w.LOW, J 1Y0 I t I Arib bRTMNT$i 4 i z i a • 1 Page 3 of 49 ASCE Hazards Report AMERICAN SOCIETY OF CML ENGINEERS Address: Standard: ASCE/SEI7-16 Latitude: 47.802942 21600 Highway 99 Risk Category: II Longitude:-122.33072 Edmonds, Washington Soil Class: D - Stiff Soil Elevation: 342.84387519016377 ft 98026 (NAVD 88) Seallle S. Uk, / t Results Wind Speed 98 Vmph 10-year MRI 67 Vmph 25-year MRI 74 Vmph 50-year MRI 78 Vmph 100-year MRI 83 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Mon Feb 26 2024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-16 Section 26.2. httos://ascehazardtool.ora/ Page 1 of 4 Mon Feb 26 2024 5/16/24. 2.46 PM Building Codes & Design Info - City of Edmonds, WA Page 7 of 49 BUILDING CODES & DESIGN INFO Building Codes adopted by the City of Edmonds as of 3/15/2024 as amended by the State of Washington Building Code Council (SBCC). The 2021 Codes and Amendments have been adopted and went into effect March 15, 2024. See link below for amendments specific to the Edmonds Community Development Code (ECDC). 2021 WS Building Code (IBC) 2021 WS Residential Code (IRC) The International Code Council promulgates 2021 WS Mechanical Code (IMC) the International Codes that form the basis for • 2021 WS Fuel Gas Code (IFGC) building codes in Washington State and the City of Edmonds. Visit their site to explore the 2021 WS Fire Code (IFC) national code development process. 2021 WS Existing Building Code (IEBC) In Washington the State Building Code Council is charged with the adoption and amendment of 2021 International Property • the International Codes. The council was Maintenance Code created by the State Legislature in 1974 and given authority from RCW 19.27. 2021 ICC Performance Code 2021 Washington State Energy Code A good source of code books and other code • Residential related publications is the Washington Association of Building Officials Bookstore. You • Commercial • can also check the WABO website to check for training opportunities, resources and to see 2021 Uniform Plumbing Code (UPC) what is happening within the state building code world. Edmonds Community Development Code Title 19 WA State Amendments to ICC Codes The State Energy Codes. A very good source of as applicable • information on energy codes with some very useful publications is the WSU Energy Electrical permits are administered Extension. by WA State Dept. of L&I. The edition of the National Electrical Code in effect is that which is currently adopted by the State. DESIGN CRITERIA FOR EDMONDS 0 https://—.edmondswa.gov/government/departments/development_services/building_ divisionibuilding_oDdes_design _info 1/2 TR�I A/E' Tag: 25T RTU-2, 25T RTU-2-1 ��s� ar Page 11 of 49 PlojeCt: Name: Kruger Medical Building Remodel 14 '. 88' 13- % C I of Gr.vlty X13511 Ndas. G N o Gmnay Y: GAS 1.Th du,1w htastemped,n Theund m.plal. P d Led 1 UO2 E P ML ad 2'. 65591, P d Lad 3. 885 4 D 2. The w ht shown represents the 1a! ... oP.—g weght for the confgutatan wl«,ed Esl m.Iad a, - 10%onh. 0,0 P rR ad 4'. 72121, P M Lad 5. 7409 D P d a'. 77864 nameplatew Vht 3. Des gn Sp« al w 9M, are nd h,pl,rd. Any mrough COD(Cullom f P n1 Load 7. 762.1 D Pad Load 8. 797 8 a Tut,I W ,ght 5.700.010 P nt1 dX1«about 033K P d l d X l abon z 10.33 n Pant load Xl«shoo 3: 1B83n Pwnl I«d x I«ebon f. 22 08 n Pdnl load X I«abon 5: N/A weightadded Order Desgn) - not ha ecwunted In Ne •/ 10%estimate 4. wren 2 or more unns ere to be paced stria by .0. M. delenc. b—..n N. unns should Ea ncreased to 150%of the recommended s"gla unA d.aranc.. The unds should also ba staggered m reduce span tl0-e 8 assure proper dN ...f,Dhauslar PL 2, X1 PL 4.X2 P,.,t load YI Ew 1. 0.330 Poml load Y I«a0« 2: 7 25 n PL6,X3 PL 8, X4 I Y PL t,x1 X PL3,X2 PL CENTER OF GRAVITY AND INSTALL WEIGHT X-Y POINTS AIR COOLED DRAWING 5,X3 PL7,X4 Created: 1/9/2024 Page: 6 of 8 "ASCE" AMERICAN SOCIETY OFCML ENGINEERS Seismic Page 4 of 49 Site Soil Class: D - Stiff Soil Results: Ss : 1.282 Sol N/A S, 0.451 TL 6 Fa 1 PGA: 0.546 Fy N/A PGA M : 0.601 SMs 1.282 F. 1.1 SM1 N/A I. 1 SOB 0.855 Cy : 1.356 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Mon Feb 26 2024 Date Source: USGS Seismic Design Maos httos://ascehazardtml.ora/ Page 2 of 4 Mon Feb 26 2024 5/16/24, 2:46 PM Building Codes & Design Info - City of Edmonds, WA Page 8 of 49 Min. Roof Snow Load 25 psf (non -reducible) Ground Snow Load 25 psf (non -reducible) Seismic Design Category D1(Residential) / Category D (Commercial) Wind Speed 98 mph Wind Exposure B,C & D (varies with location contact plan review staff) Winter Design Temp 27 degrees F (-3 degree C) Mean Annual Temp 50 degrees F (10 degree C) https://—.edmondswa.gov/governmenUdepartments/development servicest/building_division/building_codes_design_ info Tag: 25T RTU-2, 25T RTU-2-1 TRANE' Page 12 of 49 Project: Name: Kruger Medical Building Remodel NOTES: 1. VERIFY WEIGHT, CONNECTION, ANDALL DIMENSION WITH INSTALLER DOCUMENTS BEFORE INSTALLATION 2. OVERALL UNO WIDTH NCRFJ15E5 937W 5W BEYOND LIFT NG LUG WEER ULTRA LOW LEAK POWER E%HAUST DAMPERS 3. "FIELD CONVERTING SUPPLY 8 RETURN OPENING(S) TO HORIZONTAL OR VERTICAL ARROW, FACTORY MUST VERIFY RED TOPTIONS WILLALLOWIT. LIFTING POINTS xs FACTORY INSTALLATION IS ALWAYS RECOMMENDED. 289 7/8- PLAN VIEW p � BT tlB- 8213I1 S' IIrIIIrIIIInIIIIrTII IIIr�III a65/,B• .� B• .WL1L1�. �� LLI SI 211/P � 12'�•I 1-NPT-F CONDENSATLL DRAIN (BOTH SIDE)E L. - 1 3/B-DRAIN HOLES 7� 1293W (BOTH SIDE) FRONT NEW ,81 SEE NOTE 3 287 3W LEFT SIDE VIEW UPFLOWAR OPENING SUPPLYNR OPENING 13118- IWCONDUIT D C CONTROL CIRCUR 11d, CONDOR 8]' 1//_�..GNTROLCI C CONTROL CIRC UR 1ONOUEACA RCUR 18CONNTHRU BASEFOR POWER SUPPLY 40 3R- s 13n8-� 783/4- 2512- 222 Y8- PLAN VIEW OF UNIT 25 TON COOLING AND STEAM HEAT UNIT DIMENSION DRAWING Unit height = 87'+46" /2 = 66.5" = 5.54' Created: 1/9/2024 Page: 1 of 212 LNO m�4 OC C"10E, I � i I 5300 DENVER AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 787-8500 THE PLANS AND SPECIFICATIONS HEREIN ARE OWNED BYAND FOR THE SOLE USE OF ACCO ENGINEERED SYSTEMS, INC. (`ACCO'), AND MAY NOT BE REPRODUCED OR USED BY OTHERS FOR ANY PURPOSE UNLESS AUTHORIZED BYACCO IN WRITING. ACCO CANNOTACCEPTANYLIABILITY, WARRANTY, OR OBLIGATION /N THE EVENT OF UNAUTHORIZED USE. AREA OF WORK KEY PLAN @ 4 05/20/2024 PERMIT REVISIONS 2 CW 3 04/24/2024 PERMIT REVISIONS CW 2 03/13/2024 PERMIT SET CW 1 02/02/2024 PROGRESS SET CW No. Date Description By Revisions rProject KRUGER CLINIC TI 21600 HIGHWAY 99 EDMONDS, WA 98026 Title STRUCTURAL PAGRESUB May 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C. WEBB C. FERRY Designed By Checked By C. WEBB S. ELLIS Drawn By Project Manager 60940540 AS SHOWN Job Number Scale M10.041 TJI Aft Series TJI* 25 Joist Web Material: TJI.35C Joist TJI 25: %" Structural 1 Plywood TJI.35P Joist TJI 35c: The" Oriented Strand Board TJI 35R 1s/e2" Structural 1 Plywood Depths: TJI*/25 joist - tapered only. Weight: 2.8 to 4.0 lbs.lft. Nor 117/e," and 14" through 30" in 2" increments Profiles: TJI 25 Tapered Flange Materiel: MICRO=LAM" LVL 1 V2" x 2.3" TJI 35C Parallel TJI 35P Parallel and Tapered TJI: 40C Joist - Web Material -0 TJI" 40P Joist TJI 40C: 7ha" Oriented Strand Board TJI 40P: 1%2" Structural 1 Plywood im Weight: 3.3 to 5.7 lbs./ft. Depths: 117/e," and 14" through 30" in 2" increments Profiles: Parallel Flange Material: MICRO=LAM• LVL 13/a" x 2.3" TJI ° 55C Joist Web Material: TJI.55P Joist TJI 55C: 711e" Oriented Strand Board TJI SIR 151a2" Structural 1 Plywood Weight: 4.0 to 6.3 Ibs./ft. Depths: 1171a," and 14" through 30" in 2" increments Profiles: TJI 55C Parallel Flange Material: MICRO=LAM• LVL 1Ile x 3112" TJI 55P Parallel and Tapered TJI.60C Joist Web Material: TJI" 60P Joist TJI 60C: 71W Oriented Strand Board TJI Bop: 15Fa2" Structural 1 Plywood Weight: 4.3 to 6.71bs./8. Depths: 117/a," and 14" through 30" in 2" increments Profiles: Parallel Flange Material: MICRO -LAM° LVL 131." x 31/2" TJI" 15DF Joist Depths: TJI.25DF Joist TJI 15DF 91h" and 117w TJI.35DF Joist TJ125DF 91h," 1171s," 14- and 16- TJI.55DF Joist TJI 35DF 1171e,"' 14" and 16" TJ155DF' 117/e," 14" and 16" Note: These residential products are sold through lumber dealers throughout the U.S. and Canada. See Section 11 for design information. 'Check local dealers for availability TJ1196 Joist Web Material: Combination of 3W and %" Structural 1 Plywood Weight: 8.5 to 11.5 Ibs./ft. Depths: 26.35," 26.85," 34.35," 34.85," and 37 10" Profiles: Parallel Flange Material: MICRO=LAM* LVL See section 14 for additional information 2.25" x 3.85," 2.50" x 3.85," and 2.50" x 4.65" REV. 1192 W Page 17 of 49 JOIST LOADING Unit Weight: New AHU-1 weight= 5760# (N) Unit Dimensions: 7'-6" x 24'-0" Gravity Loads: Vertical Load: 25 psf Roof Snow load Dead Load : 2 layers 5/8" G.W.B = 2 x 2.8 psf = 5.6 psf Acoustic Ceiling = 1.0 psf Roof = 2 psf Joist = 1.8 psf 5/8" Plywood = 1.8 psf Misc= 0.8 psf Total Dead load = 13 psf Total Load= 38.0 psf x 3.75'(Trib @ Edge joist.) =143 pif 5760#/(24.0' x 7.5') = 32.0 psf 32.0 psf x 3.75' (T.W) = 120 pif/ Joist (Conservative) (E) CURB 47'-6"' (E) DBL Joist @ each Joists @ 24" O.0 end of unit DBL joists on each end will take all the unit weight. (Conservative) Page 21 of 49 NEW LOADING ANALYSIS RESULTS Reactions Support at X Y Mx 0 Olb 1359.226 lb 0lb-ft 11 01b 1053.77 lb 0lb-ft Force Extremes Result Max Min Bending Moment 3508.628 lb-ft 0lb-ft Shear 1359.226 lb .1053.77 lb Displacement 0 In -0.086 in Max moment: 3509 Ib.ft < 12312 Therefore O.K Max Shear: 1360# < 4477# Therefore O.K EXISTING JOIST IS ADEQUATE FOR THE NEW HVAC WEIGHT. 3.1 Page 18 of 49 Page 22 of 49 Simple Span Parallel TJI Joist Load Tables/Snow (115%) ❑ - ° Sloped Roof Only Allowable Unifii#ff l!18A`0LF) 1 .. ❑ TJI/35C Joist O OnL-� - - ❑Z� OSB Web Material 446 111 121 112 586 555 555 555 12 336 407 407 448 d8d 'Is 541 513 513 513 14 247 299 351 404 450 482 502 476 476 476 15 215 260 306 351 397 443 469 444 444 444 16 a 189 229 2M 309 349 389 430 416 41 4416 17 167 203 238 274 309 345 360 392 392 392 18 149 181 212 244 276 307 339 370 370 370 19 134 162 190 219 247 276 304 333 351 351 172 197 223 249 275 300 326 333 156 179 202 226 249 273 296 317 22 100 1211 142 163 184 206 227 248 270 291 23 89 110 130 149 169 188 208 227 241 166 24 78 101 119 1347 155 173 191 209 226 244 _ _25 69 93 110 126 143 _159 .. 176 192 209 225 26 62 a, 101 111 132 147 162 171 193 201 27 55 79 94 108 122 136 151 165 179 193 -_ 28 50 71 87 101 114 127 140 153 166 179 29 1 45 64. et 94 106 118 110 143 151 167 30 40 58 76 87 99 110 122 133 145 156 .._ 31 37 52 1 71 82 93 103 114 125 136 146 32 33 48 64 77 87 97 107 117 127 137 33 30 43 59 72 82 9f 101 110 120 129 34 _ 40 54 66 77 a8 95 1. 113 '22 36 34 49 45 64 59 73 69 81 76 ��i 89 84 98 92 101 100 115 108 35 j 36 31 31 42 55 65 72 80 _ 87 1 95 103 38 39 51 61 69 76 83 90 97 39 36 47 58 65 72 79 1 $5 92 33 43 55 62 68 75 81 88 p O ❑ `r'n❑III ❑ C-I 0 � � _ aLL Multiple Span ° ° -L ° Parallel TJI Joist J _ r' � - - Sloped Roof Only u y I� o' L�� ° u n TJI/35C Joist D ° E OSB Web Material ° 14 Hr.. 24 26 - 29 . SPAN 12 -1 3- 420 457 494 529 551 444 444 444 13 2116 347 387 351 _ 422 391 456 423 488 453 509 473 410 381 410 381_ _ 410 381 14 247 299 15 215 260 306 351 395 423 441 355 355 355 14 189 229 269 309 349 389 413 333 333 333 17 167 213 211 274 309 345 311 - 113 311 313 18 /49 lin 212 244 276 307 339 296 296 296 19 134 162 190 219 247 276 304 280 280 266 280 266 20 121 146 172 197 223 249 275 - - 266 I 21 109 133 156 179 202 226 249 254 254 254 22 100 121 742 163 184 206 227 242 242 242 23 9841 110 ID 149 1fi9 18a M. 227 231 M1 24 tO1 119 137 155 173 1916 209 222 222 25 77 93 110 126 143 159 176 192 209 213 26 71 86 101 117 132 147 162 178 193 205 '-V 66 80 94 108 122 135 151 165 179 193 28 61 74 87 101 114 127 1 140 153 166 179 29 57 69 81 94 106 118 130 143 155 167 30 53 65 76 87 99 110 122 133 141 156 31 50 61 71 82 93 103 114 125 136 146 32 47 57 67 77 87 97 107 117 127 137 33 44 53 63 72 82 91 101 110 120 129 34 41 50 59 68 77 86 95 104 1 113 122 35 39 47 56 64 73 81 89 98 106 115 36 37 45 53 61 69 76 84 92 100 108 37 35 42 50 57 fi5 72 90 87 95 11 31 33 10 47 54 61 69 76 83 90 97 38 31 3B 45 52 59 85 72 19 85 92 _ 4a 30 36 43 49 55 62 68 75 81 88 Notes: 1. TJI joists, when used in simple span applications, can be cambered to 2250' radius upon request. 2. TJI joists are not available with camber in multiple span applications. 3. Provisions must be made for positive drainage. Minimum slope = 1b" per foot. � ❑ o I C,❑ ❑ r ° Eh o 6.2 REV. 1/92W - AHU-1 (11' JOIST ) (E) Original Loading T1=814 pif 8-. New Loading (N) unit weight=120 plf T.L= 143 pif 7'-0" _I DIAGRAMS Bending Moment Diagram o �3mme.e,e.nzmm Bending Moment Equations Eq. 1 M1(x) = 137.5x7-1359.227x for 0 5 x 5 7 Eq. 2 Mz(x) = 71.5x2-519.227x -2940 for 7 5 x 5 11 Shear Force Diagram salf-. �r Shear Force Equations Eq-; V,(x) = -263x + 7359.227 for 0 s x 5 7 Eq. I Vz(x)=-143x+519.227for75x511 o Page 15 of 49 GRAVITY CHECK Unit No Note Page No AHU-1 JOIST IS ADEQUATE 16-28 AHU-2 JOIST IS ADEQUATE 29-39 . • . . . . . . . . . . . . . . • 19020 331 Ave W #350 " Lynnwood, WA 98036 206.525.7560 • fax 206.522.6698 www.engineersnw.com Page 19 of 49 ORIGINAL LOADING ANALYSIS RESULTS Reactions Support at x Y Mx 0 0lb 4477 lb 0 b-ft 11 0 b 44771b 0 b-ft Force Extremes Result Max Min Bending Moment 12311.75 lb-ft 0lb-ft Shear 4477 lb -4477 lb Displacement SkyCIv Be- S-inary Report 0 in -0.308 in AHU-1 (9' JOIST (E) Original Loading T.L=814 pif L 91-01, �I New Loading (N) unit weight=120 plf T.L= 143 pif L 9r-0„ �I Page 23 of 49 Page 16 M 49 VWSTRUCTURAL ENGINEERS Engin45ers No►thweat Inc., P.S. AHU-1 . e . . . . . . . . . . .. . . • 19020 331 Ave W #350 "Lynnwood, WA 98036 206.525.7560 •fax 206.522.6698 viww.engineen:nw.com Page 20 of 49 DIAGRAMS Bending Moment Diagram Bending Moment Equations Eq. 1 MI(x) = -407x2 + 4477x for 0 5 x 5 11 Shear Force Diagram Shear Force Equations Eq. 1 V,(x) = -814x + 4477 for 0 5 x 5 11 Sky0v Be- Surninary Remit Page 24 of 49 ORIGINAL LOADING ANALYSIS RESULTS Reactions Support at X Y Mx 0 01b 3663 In 0lb-ft 9 01b 3663 lb 0lb-ft Force Extremes Result Max Min Bending Moment 8241.75 lb-ft 0lb-ft Shear 3663 lb .3663 lb Displacement 0 in -0.138 in cc 5300 DENVER AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 787-8500 THE PLANS AND SPECIFICATIONS HEREIN ARE OWNED BYAND FOR THE SOLE USE OF ACCO ENGINEERED SYSTEMS, INC. (`ACCO'), AND MAY NOT BE REPRODUCED OR USED BY OTHERS FOR ANY PURPOSE UNLESS AUTHORIZED BYACCO IN WRITING. ACCO CANNOTACCEPTANYLIABILITY, WARRANTY, OR OBLIGATION /N THE EVENT OF UNAUTHORIZED USE. WRAREA OF WORK KEY PLAN @ 4 05/20/2024 PERMIT REVISIONS 2 CW 3 04/24/2024 PERMIT REVISIONS CW 2 03/13/2024 PERMIT SET CW 1 02/02/2024 PROGRESS SET CW No. Date Description By Revisions Project KRUGER CLINIC TI 21600 HIGHWAY 99 EDMONDS, WA 98026 Title STRUCTURAL PAGRESUB May 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C. WEBB C. FERRY Designed By Checked By C. WEBB S. ELLIS Drawn By Project Manager 60940540 AS SHOWN Job Number Scale M10-05 Page 25 of 49 DIAGRAMS Bending Moment Diagram _ Bending Moment Equations Eq. 1 M,(x) = -407x2 + 3663x for 0 < x s 9 Shear Force Diagram Shear Force Equations Eq.f V,(x) = -814x + 3663 for 0 s x s9 Page 29 of 49 JOIST LOADING Unit Weight: New AHU-2 weight= 5760# (N) Unit Dimensions: 7'-6" x 24'-0" Gravity Loads. Vertical Load: 25 psf Roof Snow load Dead Load : 2 layers 5/8" G.W.B = 2 x 2.8 psf = 5.6 psf Acoustic Ceiling = 1.0 psf Roof = 2 psf Joist = 1.8 psf 5/8" Plywood = 1.8 psf Misc= 0.8 psf Total Dead load = 13 psf Total Load= 38.0 psf x 3.75'(Trib @ Edge joist.) =143 pif 5760#/(24.0' x 7.5') = 32.0 psf 32.0 psf x 3.75' (T.W) = 120 pi f/ Joist (Conservative) (E) CURB Joists @ 24" O.0 (E) DBL Joist @each end of unit DBL joists on each end will take all the unit weight.(Conservative) Page 33 of 49 NEW LOADING ANALYSIS RESULTS Reactions Support at x Y Mx 0 OIb 24381b 0lb-ft 20 Olb 1862lb 0lb-ft Force Extremes Result Max Min Bending Moment 11295.868 lb-ft 0 lb-ft Shear 24381b -186211, Displacement Om -0.918 in Max moment: 11296 Ib.ft < 14600 Ib.ft Therefore O.K Max Shear: 2438# < 2920# Therefore O.K EXISTING JOIST IS ADEQUATE FOR THE NEW HVAC WEIGHT. Page 26 of 49 NEW LOADING ANALYSIS RESULTS Reactions Support at x Y Mx 0 Olb 12421b 0lb-ft 9 Olb 1242 lb 0lb-ft Force Extremes Result Max Min Bending Moment 2794.S lb-ft 0lb-ft Shear 12421b -12421b Displacement O In -0.047 in Max moment: 2795 Ib.ft < 8242 Ib.ft Therefore O.K Max Shear: 1242# < 3663# Therefore O.K EXISTING JOIST IS ADEQUATE FOR THE NEW HVAC WEIGHT. AHU-2 (20' JOIST J (E) Original Loading Page 30 of 49 T.L=292 plf L 20'-0" New Loading N) unit weight=120 plf T.L= 143 plf 12'-0" liiHlli Page 34 of 49 DIAGRAMS Bending Moment Diagram Bending Moment Equations Eq.f M1W-131.5x2+ 2438x for 0< x< 12 Eq.2 M2(x)=-71.5x2+998x+ 8640 for 12< x< 20 Shear Force Diagram o � Shear Force Equations Eq. 1 V,(x) = -263x + 2438 for 0 < x < 12 Eq.2 V2(x)=-143x+998for12<x<20 Page 27 of 49 DIAGRAMS Bending Moment Diagram Bending Moment Equations Eq. 1 M,(x) = -138x2 + 1242x for 0 s x s 9 Shear Force Diagram Shear Force Equations Eq. 1 VI(x) = -276x + 1242 for 0 s x s 9 Page 31 of 49 ORIGINAL LOADING ANALYSIS RESULTS Reactions Support at x Y Mx 0 Olb 29201b 0lb-ft 20 01b 2920 lb 0lb-ft Force Extremes Result Max Min Bending Moment 146001 b-fit 0lb-ft Shear 29201b -29201b Displacement 0 in -1.208 in AHU-2 (22' JOIST (E) Original Loading Page 35 of 49 T.L=242 plf ^ 22'-0" New Loading (N) unit weight=120 pif T.L= 143 pif 5'-0" 22'-0" ' +�` Page 28 of 49 � P4 V. UW STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. AHU-2 . • . . . . . . . . . . . . . . • 19020 331 Ave W #350 • Lynnwood, WA 98036 206.525.7560 • fax 206.522.6698 www.engineemnw.tom Page 32 of 49 DIAGRAMS Bending Moment Diagram e1• Bending Moment Equations Eq. 1 MI(x) = -146x2 + 2920x for 0 s x < 20 Shear Force Diagram Shear Force Equations Eq.f V,(x)=-291x+2920 for 0<x<20 Page 36 of 49 ORIGINAL LOADING ANALYSIS RESULTS Reactions Support at x Y Mx 0 0lb 26621b 0lb-ft 22 0In 26621b 0lb-ft Force Extremes Result Max Min Bending Moment 14641 lb-ft 0lb-ft Shear 2662lb -26621b Displacement 0 in -1.466 in C 0 j F"t 1 ` I 5300 DENVER AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 787-8500 THE PLANS AND SPECIFICATIONS HEREIN ARE OWNED BYAND FOR THE SOLE USE OF ACCO ENGINEERED SYSTEMS, INC. (`ACCO'), AND MAY NOT BE REPRODUCED OR USED BY OTHERS FOR ANY PURPOSE UNLESS AUTHORIZED BYACCO IN WRITING. ACCO CANNOTACCEPTANYLIABILITY, WARRANTY, OR OBLIGATION /N THE EVENT OF UNAUTHORIZED USE. JFAREA0FWORK KEY PLAN @ 4 05/20/2024 PERMIT REVISIONS 2 CW 3 04/24/2024 PERMIT REVISIONS CW 2 03/13/2024 PERMIT SET CW 1 02/02/2024 PROGRESS SET CW No. Date Description By Revisions Project KRUGER CLINIC TI 21600 HIGHWAY 99 EDMONDS, WA 98026 Title STRUCTURAL PAGRESUB May 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C. WEBB C. FERRY Designed By Checked By C. WEBB S. ELLIS Drawn By Project Manager 60940540 AS SHOWN Job Number Scale M10-06 Page 37 of 49 DIAGRAMS Bending Moment Diagram yt Bending Moment Equations Eq.I MI(x) = -12lx2 + 2662x for 0<x<22 Shear Force Diagram fillillss..rm<n.l., wo its, Shear Force Equations Eq.7 Vl(x)=-242x+2662 for 0<x<22 Sin, iv Beam S,hmha,,, Report Tag: 25T RTU-2, 25T RTU-2-1 e TR�IME' Cusco c Page 41 of 49 Project: Name: Kruger Medical Building Remodel PL 2, X1 PL 4, X 2 Center of Gmvny X-13.541 CenterofGrNftyY:3.e8n N.- 1. Tie eelual.egM e.amp. on the untl Poi. Load262U2N 2. he,Igo s the typicd Poi. Load F 6559E t In, xi-esnownref,,the configuration Poi. Load 685 47212 O isled. E.. I d -1- 1 selected. Estimated at •I- 10%ol the 4 Poi. Load 4: 7409E namepl ei Poi. Load 5: 710.9 E sp-I 3. Specied wegMs we rid displayed. Poi. Load 6 n611 E Poi. Load T. 7821E Anyir- etldetl Erougn coo (Custom My Omer Desgn) Poi. Load 8 7978111, wit . teecmuntad in .b 10%esbm.a 1 1.We 2I more runits we p be pacedside by T.el WaOnt. s,700.01b sae, Ea dI.- Me ones should b0 Wil,Ifwean d usep Will, If the recommended sops 11 Point loud X mass, 1: 0J3 n lo,w Pont load X In 2: 16.33 ft one clearance. The un65 shoal also tie staggered b reduce spa n defleclpn 8 assure Point load X lmeocesOn 3: pmPer diimspn of e.heust air. 2208It Pont load X1-hin 4: N/A ft Pont load X IocanOn 5: N/A POmi load Y locetgn 1: 0.33 n Pont load Y location 2: 7 25 ft PL 6, X3 PL a, X4 PL3,X2 Pl. 5,%3 PL ],Xd CENTER OF GRAVITY AND INSTALL WEIGHT X-Y POINTS AIR COOLED DRAWING Created: 1/9/2024 Page: 6 of 8 ENGINEERS NORTHWEST, INC., P.S. "I's" OF 9T2s THIRD AVE. N.E. (SUITE ztn Pag�oi 4V--- SEATRE, WA s8t15 ..... Property of Engineers Northwest, Inc., P.S.- Use by others unlawful •' •" Lateral Loading on Mechanical Units Input Calls = pl Project Number: Project Name: ruger hrha 1.008 : s Dssign By: David.0 Input Mechanical and Ethical Component= vAO inns.-hanh-alrcondn.-i-I tines. whiner heaters, Iwa.WWnw,bmes, and oilrer n.cnan Table 13.6-1 Category = Mechanical and Electrical Components Risk Category = II Building Width= 10a n L 24n Roof height above ground level = 24 If I- -I 5760lbs (MAX) M.U. Mechanical unit operating weight = 57se lb Mechanical unit length - ft 5.54 A Mechanical unitdepin ft Mechanical unit height ft Holdown clearance, coo = 8 In Seismic Parameters Note: Wind direction S.- = 855 0. Is into the page 24 It Force inpufted in = Horizontal seismic force, Fp inn= 2466 lb Vertical seismic force, Fp,.d= 985 Ib Vertical center of mass c meth. unit, h it See seismic loads spreadsheet for additional data e Ifile Wind Parameters it Force inputted in = L Horizontal wind force, Fa = 3696 Ib 7.6 It Vertical uplift wind force, F„ = 3950 Ib See wind loads spreadsheet for additional data Output F_ LF_ ft it LATERAL LOADS AND REACTIONEI Ultimate LRFD Workin ASD Seismic o;fturning moment = 9568 ft-lb 6698 ft-lb Seismic uplift each end of unit = 0 Ib D Ib Seismic shear Q each side of unit = 1233 Ib 863 It, v Wind overturning moment= 10238 I1-11, 6143 nob n CONTROLS I Wind uplift Q each end of unit = 958 lb 402 Ib GD Liar Wind shear @ each side of unit= 1848 lb 110g Ib T C 1Pp2 Pii2 oral.. di..•ovam sire Page 38 of 49 NEW LOADING ANALYSIS RESULTS Reactions Support at X Y Mx 0 0lb 1648,56616 01b-ft 22 016 2162.42616 0lb-ft Force Extremes Result Max Min Bending Moment 9486.7961 b-ft 0 lb-ft Shear 1648.56611, -2162.4261b Displacement 0 in -0.963 in Max moment: 9487 Ib.ft < 14641 Ib.ft Therefore O.K Max Shear: 1649# < 2662# Therefore O.K EXISTING JOIST IS ADEQUATE FOR THE NEW HVAC WEIGHT. Tag: 25T RTU-2. 25T RTU-2-1 :2 e42 of 49 .... Customer: Pa9 Project: Name: Kruger Medical Building Remodel NOTES: 1. VERIFY TAILLE DOCUMENECTDN, ANOALLDIMENSDN WITH INSTALLER DOCUMENTS BEERAL NSTWIDINI 2. S.' BEY OMIT WDTH INCREASES 93 ]l8' S.'BEYONDLUG WITH ULTRA M W LEAK POWER EXHAUST D DAMPERS 3.R FIELD CONVERTING SUPPLY 8 RETURN TAL OR E TO HORIZONTAL VERTICAL FUNITAIRFLOW. FACTORY MUST VERIFY IF UNIT OPTIONS WILLALLOW R. LIFTING POINTS X4 FACTORY INSTALLATION IS ALWAYSRECOMMENDED. 24'-0" PLAN VIEW • lT 8718213/16" D• IrIrInI 1IIT',I It1I 485/18' 155/1 a- jl�l 21 1/d• Irar(j(j 12• �u FCONDENSAFE gYB' ]/C DRAIN GRAIN (BOTH SIDE) 1 JIB• DRAM HOLES L1293/S' (BOTH SIDE) FRONT VIEW let 3e• SEE NOTE J 287 318' LEFT SUE VIEW UPFLOWAR OPENING SUWLYAIR OPENING 1Y16' IIM COMMIT DC CONTROL CIRCUIT Ire COMMIT AC CONTROL CIRCUIT 1 1'T CONDO RAC a DC CONTROL CIRCUIT or W CONN. THRU BASE FOR POWER SUPPLY 40IT 5 ItAr r 783/1' 2612' zit ve" PUN VIEW OF UNIT 25 TON COOUNGAND STEAM HEAT UNIT DIMENSION DRAWING unit eig = _ _ Created: 1/9/2024 Page: 1 of 8 Simpson Strong-Tteo Fastening Systems Technical Guide P® Structural and General Fastening N StrongEDrivee SDS HEAVY-DUTY CONNECTOR Screw Heavy -Duty Simpson Strong -Tie Connectors, IndoorlOutdoor Projects Codes/Standards: ICC-ES ESR-2236 (including City of LA Supplement), State of Florida FL9589 For more information, see p. 68, C-F-2023 Fastening Systems catalog O SIDS Heavy -Duty Connector Screw - ~1112•-S"� Allowable Shear Loads - Douglas Fir -Larch and Southern Pine Lumber Reference 00 No. Wood Side Plate Thickness (in.) See footnotes below. SDS Heavy -Duty Connector Screw - Allowable Shear Loads - Spruce -Pine -Fir and Hem -Fir F 0 s J 1. Noted bads are based on testing per ICC-ES AC233 and assume a minimum main member thickness of the screw length minus the side member thickness. All other aibwable loads are based on the NDS and a minimum penetration of 6D = 1.5' into the main member. 2. Values are valid for a Connection invoNirg only two members. Where the side and main members have different specific gravities, the lower specific gravity shall be used. 3. Allowable bads are also applicable to structural composite lumber (e.g., LVL, PSL, and LSQ having an equivalent specfic gravity of 0.50 a greater. 4. Allowable load are shown at the wood bad duration factor of CD =1.00. Loads may be Irtaeased for bad duration by the Mitring code up to a CD = 1.60. The designer shall apply all adjustment factors required per NDS. 5. Lceds are based on perpendicular installation into the side grain of the wood members. 6. Loatls apply to Corresponding stainless -steel models. 7. For in-service moisture greater than 19%, use CM = 0.7. 70 1 Length Model ®�mmmmmmmmmmmmm ®�mmmmmmmmm 11 mmm © 1 11 mm�mmm��mm 11 �� Length Model (in.) No. Reference SPF/HF Allowable Shear Loads (Ib.) Wood Side Plate Thickness (in.) h % � 1 1h 1Y. 1h 1� 2h 3 3h 4 41/z ®�mmmm a®ve vee ®�mmmmmmmmmmmmm ��mmmm®mmmmmmmm DIAGRAMS Bending Moment Diagram sillisa.bNw,.,.nzmm Bending Moment Equations Eq. 1 MI(x) _-71.5x2 + 1648.568x for 0 < x 5 17 Eq. 2 M2(x) = -138x2 + 3909.568x-19218.5 for 17 5 x 5 22 Shear Force Diagram aoop �, �e,armen.let Shear Force Equations Eq.f V,(x)=-143x+1648.568 for Osxs 77 Eq. 2 V2(x) _ -176x + 3909.568 for 17 s x < 22 Page 39 of 49 nor ENGINEERS NORTHWEST, INC., P.S. SHEET_ _Page 4{�F�9 9725 THIRD AVE. N.E- (SUITE 207) SEATTLE, WA 98115 Property of Engineers Northwest, Inc., P.S: Use by others unlawful ASCE 7-16 Wind Loads per ASCE 7-16- Chapter 29 Other Structures and Building Appurtenances- Rooftop Equipment Input Cells = 11 Project Number: MUMT Project Name: Kruger Clinic Location: Edmon s Design By: David.0 Program Limitations: 1. Mean roofheight h less than or equal to 60 ft. BUILDING, SITE, AND MECHANICAL UNIT INFORMATION INPUT Building width, B = ft (perpendicular to wind) Building length, L = ft (parallel to wind) Building save height, he = 24 ft Building ridge height, hr = 24 ft Roof slope, s = 5 In. = 1.19 degrees Risk Category = II Wind velocity, V = 98 mi/hr = 76 mi/hr Exposure = Topographic factor, Kr = 1 Wind directionality factor, Kd = 0.85 Florida Hurricane Zone = Ml width = 24 ft (perpendicular to wind) M/U depth = 7.5 ft (parallel to wind) Ml height = 5.54 ft 24 ft OUTPUT Mean roof height, h = 24 ft Pressure exposure coeff, KIT = 0.7 Velocity pressure, qh = 14.63 psf (GC,)l.tarel = 1.9 Horizontal wind pressure, ph = 27.8 psf (LRFD) Horizontal wind force, Fh = 3695.9 lb (LRFD) (GC,)upin = 1.5 Vertical uplift wind pressure, P. = 21.9 psf (LRFD) Vertical uplift wind force, F. = 3950.1 lb (LRFD) NOTE: To convert to ASO multiply by 0.6 Copy of Lateral -Wind Mach Unit FasteningSimpson Strong-Tre" age Structural and General Fastening Strong -Drive" SDS HEAVY-DUTY CONNECTOR Screw (cont.) SIDS Heavy -Duty Connector Screw - Reference Allowable Withdrawal Loads - Doualas Fir -Larch, Southern Pine, Spruce -Pine -Fir and Hem -Fir Lumber Model ND. �IIIIII®IIIIIIII�®® Length (in.) Thread Length (in) Reference Withtlrawal Loatls, , Main Member Allowable W (Ile in.) HF and SPF Main Member Max. Reeerence Withtlrawal Loads, r 1 Allowable Win. (Ill HF and SPF Main Member � �IIIIII®IIIIIII� ®_®®�_ �IIIIII�IIIII®®®�� IIIIII�IIIII®®®®� 1 rt IIIIIII�IIIII®®®�� 1 :rt IIIIIII�IIIII®®®�� 1. The tabulated reference withdrawal design value, W, is in pounds Per inch of the thread penetration into the side grain of the main member. 2. The tabulated reference witfldrawal design value, Wm is in pounds where the ante thread length must penetrate into the aide rain of the main member. 9 3. The tabulated reference withdrawal design values, W and Wma,,, are shown at a Cp=1.6. Fa antl-grain withdrawal, 0.65. Tabulated values must be multiplied by all applicable adjustment factors from the NOS as referenced in the IBC Or IRC. 4. Embedded thread length is that portion held in the main member including the screw tip. 6. Values are based on the lesser of withdrawal from the man member or pull -through of a 1 W Sills member. 6. For in-service moisture content greater than 19%, use CM = 0.7. Min. spacing for loading Min. end diou. ® parallel m gran o Min. spacing for loading percentlicularmgrainU Afa edM F� dtIIIIM o Laatl Parallel la Grain F / aad Mh Perpetn6lall aDgplr® MsMn a Direction of Grain Min. sparing for loadiri99 ® parallel to grain(p " perm no magi SDS Heavy -Duty onne or w e rig equ rements era)°� 9 SIDS C S S JMinimum Distance or S acin D Heavy -Duty Connector crew pacing Requirements p 9 Condition Direction of Load to Grain Perpendicular ID � (in.) 11h Edge Distance Parallel � 1 Perpendicular ® 4 End Distance Parallel m 3 Perpendicular m 3 Spacing Between Fasteners in a Row Parallel ® 3 Perpendicular ® 3 Spacing Between Rows of Fasteners Parallel ® 3 Spacing Between Staggered Rows Perpendicular of Parallel ® 1 h 1. For axial loading only, use the following minimum dimensions: and distance = 3%', edge distance = 1 W, spacing parallel to gran = 2Y.', spacing perpendicular to gran =1 W. 71 ■ _V STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. Page 40 of 49 LATERAL CHECK . • . . . . . . . . . . . . . . • 19020 33`° Ave W #350 • Lynnwood, WA 98036 2D6.525.7560 • fax 2D6.522.6698 www.engineerenw.com ENGINEERS NORTHWEST, INC., P.S. SHEET OF 9725 THIRD AVENUE NE (SUITE 207) of gga42rof Al SEATTLE, WA Mania • "" Property of Engineers Northwest, Inc., P.S: Use by others unlawful' • "' ASCE 7-16 Seismic Loads per ASCE 7-16- Chapter 13 Seismic Design Requirements for Nonstructural Components Input Cells = Project Number: 24000004 Project Name: ruger Imc, Location: Edmonds Design By: Devi . ASCE 7-16 Section 13.3 Seismic Demands on Nonstructural Components (Mechanical 8 Electrical Components) All references below are to ASCE 7-16 (U.N.O.) Input Mechanical and Electrical Component = a, -side HVACR, tans, air handlers. a,, conditioning on cabinet heaters, air distribution boxes, and other mechani Table 13.6-1 Category = Mechanicalan scrota omponents S.=Sit S, = Site Class (soil) = Risk Category =e 1.5-1 Average roof height of structure, h = Height in structure of point of attachment Of Component with respect to base, z =�576O ft Component importance factor, IP = Sect 13.1.3 Operating weight of mechanical unit, W, = Up. OUtDu! Site Coefficient, F. = 1 Table 114.1 SMS= 1.2S2 Eqn 11.4-1 Spa= 0.855 Eqn 1, .4-3 z/h = 1 Component amplification factor, a. = 2.5 Component response modification factor, Rp = 6 Component overstrength factor, D. = 2 F, = 0.428 ' Wp, Eqn 13.3-1 Fp_„=, = 1.368 ' Wp, Eqn 13.3-2 F,, = 0.257 ' Wp, Eqn 13.34 Fs_m.s= 0.428 'Wp I's_ a = 2465.3 lb (ULT) Fp on= *I- 0.171 - Wp, Sect. 13.3.1 (apply concurrently with horizontal force) Fp v.n =+l- 985 lb (ULT), Sect 13.3.1 (apply concurrently with horizontal force) NOTES: 1.) Anchors in concrete shall be designed in accordance with chapter 17 of ACI 318 2.) Anchors in masonry shall be designed in accordance with ACI 530. Anchore shall be designed to be governed by the tensile or shear strength of a ductile shear element. EXCEPTION: Anchors shall be permitted to be designed so that either 1 the support Or Component that the anchor is connnecting to the structure undergoes ductile forces not greater than the design strength of the anchors, or 2 the anchors shall be designed to resist the load Combinations in accordance with Section 12.4.3 including On as given in Tables 13.51 and 13.6-1. 3.) Post -installed anchors in Concrete shall be prequalMed for seismic applications in accordance with ACI 355.2 or other approved qualification procedures. Post -installed anchors in masonry shall be prequalifed for seismic applications in accordance with approved qualification procedures. 2 - ❑ ❑ rid ❑ to =111:4 a .. ❑ o - ❑ Ply LgW �al�ities ❑ Table flogs m 0 1. Capacities based on AISI S100 Section E4. �'. Pull-out capacity is based on the lesser of pull-out capacity in 2. When connecting materials of different steel thickpp sheet closest to screw tip or tension strength of screw. tensile strengths, use the lowest values. Tabulated 7. Pull -over capacity is based on the lesser of pull -over capacity for assume two sheets of equal thickness are connected. sheet closest to screw header or tension strength of screw. 3. Capacities are based on Allowable Strength Design (ASCII and 0, Values are for pure shear or tension loads. See AISI Section E4.5 include safety factor of 3.0. for combined shear and pull -over. 4. Where multiple fasteners are used, screws are assumed to 9L Screw Shear (Pss), tension (Pts), diameter, and head diameter_ have a center -to -center spacing of at least 3 times the nominal '.I are from CFSEI Tech Note (F701-12). diameter (d). 10. Screw shear strength is the average value, and tension strength 5. Screws are assumed to have a centerz�w to edge--0f-=Sleet is the lowest value listed in CFSEI Tech Note (F701-12). dimension of at least 1.5 times the nominal diameter (d) ofthe 11. Higher values for screw strength (Pss, Pts), may be obtained by Scre specifying screws from a specific manllfactilrea Allowable Screw ConneC;tion Capacity (lbs) ,,1p0` Pie F L �IO r n ❑ Weld Capa i i ° ''ahlle-Elates ❑ ❑ 1. Capacities based on th# I57 S300 c fl a�Uon Sections E2Abr 6. Transverse capacity is loading in perpendicular direction Of the fillet welds and E2.5 for Hare groove length of the weld. 2. When connecting materials of different steel thicknesses or Z For flare groove welds, the effective throat of weld is tensile strengths, use the lowest values. ❑ conservatively assumed to be less than 2t. 3. Capacities are based on Allowable Strength Design (ASD). ❑ For longitudinal fillet welds, a minimum value of EQ E2.4-1, 4. Weld capacities are based on E60 electrodes. For material E2.4-2, and E2.4-4 was used. ffljnner than 68 mil, 0.030" to 0.035" diameter wire electrodes S. For transverse fillet welds, a minimum value of EQ E2.4-3 and tray provide best results. rE2.4-4 was used. I� 5. Longitudinal capacity Is considered to be loading in the direction 1t1-For longitudinal flare groove welds, a minimum value of of the length of the weld. EQ E2.5-2 and E2.5-3 was used. Thickness 08*F ❑( J 1W met i4/tl� Mr than 0.t0'requires engines giudgmml W d�rmme kg o{we/ds, Wl and W2. O - - - _- _ me(y„�$t O ❑ o .f,'p®, _. - _ CoPVrighf C) 2022 by the SSMP� 1 o ❑ __- afi bc,ew f85trew alOScrew :125cr1W MCRMp4 Mdgn Fy Fa (Pas=W310s,Pb:l19 Ea) IPas=12T81bs.PY=58610s{ 1Paa: 16441ba, Pta=11581bs1 (Pas'23301bs.Pls=2325 Ds)IPaa=30601bs,Pb=32011baI (MxR yak YNk rI111 4 f11f WeMa Finn Groove Welds 1 1119 - Lm9xlldnal Tranwen4 Lmgftudinal Tnmv4rw 43 0.0451 33 45 e 99 8fi4 544 6fi3 5/ 0.0566 33 45 28 081 682 83T I, 88 0.0713 33 45 .�-I 89 385959104gW 0.101T 33 45 25 ;-1269 269 51 00566 50 8505 566 1269a 120268 OA773 50 65 10 972 t8H15Nw 0.101750 65 5 occ j F"4 1 0 M A 5300 DENVER AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 787-8500 THE PLANS AND SPECIFICATIONS HEREIN ARE OWNED BYAND FOR THE SOLE USE OF ACCO ENGINEERED SYSTEMS, INC. (`ACCO'), AND MAY NOT BE REPRODUCED OR USED BY OTHERS FOR ANY PURPOSE UNLESS AUTHORIZED BYACCO IN WRITING. ACCO CANNOTACCEPTANYLIABILITY, WARRANTY, OR OBLIGATION /N THE EVENT OF UNAUTHORIZED USE. AREA OF WORK KEY PLAN 0 4 05/20/2024 PERMIT REVISIONS 2 CW 3 04/24/2024 PERMIT REVISIONS CW 2 03/13/2024 PERMIT SET CW 1 02/02/2024 PROGRESS SET CW No. Date Description By Revisions rProject KRUGER CLINIC TI 21600 HIGHWAY 99 EDMONDS, WA 98026 Title STRUCTURAL PAG RESUB May 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C. WEBB C. FERRY Designed By Checked By C. WEBB S. ELLIS Drawn By Project Manager 60940540 AS SHOWN Job Number Scale M10.07 Page 49 of 49 16 GA Bent Z Clip @ 4' O.0 Max 16GA Bent Plate each end of curb (N) AHU 402# UPLIFT EACH END AL 1109# SHEAR oo EACH SIDE CONNECTION TO UNIT BASE -use (2)-1" #10 self drilling tek screws min. CONNECTION TO WOOD CURB -use (2) SIDS 25300 screws min. 5300 DENVER AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 787-8500 THE PLANS AND SPECIFICATIONS HEREIN ARE OWNED BYAND FOR THE SOLE USE OF ACCO ENGINEERED SYSTEMS, INC. (`ACCO'), AND MAY NOT BE REPRODUCED OR USED BY OTHERS FOR ANY PURPOSE UNLESS AUTHORIZED BYACCO IN WRITING. ACCO CANNOTACCEPTANYLIABILITY, WARRANTY, OR OBLIGATION /N THE EVENT OF UNAUTHORIZED USE. UNAREA OF WORK KEY PLAN (9 4 05/20/2024 PERMIT REVISIONS 2 CW 3 04/24/2024 PERMIT REVISIONS CW 2 03/13/2024 PERMIT SET CW 1 02/02/2024 PROGRESS SET CW No. Date Description By Revisions Project KRUGER CLINIC TI 21600 HIGHWAY 99 EDMONDS, WA 98026 Title STRUCTURAL PAGRESUB May 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C. WEBB C. FERRY Designed By Checked By C. WEBB S. ELLIS Drawn By Project Manager 60940540 AS SHOWN Job Number Scale M10-08