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HomeMy WebLinkAbout17835 59TH AVE NE_BLD6748_2026 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 17835 59TH AVE NE Permit#: 6748 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 31052200403700 DATE OF ISSUANCE. Scope of Work: installing ventilation and exhaust for boat manufacturing Valuation:200000.00 OWNER APPLICANT CONTRACTOR ARLINGTON ADVANCED Fluid Motion LLC IRI-Superior Systems MANUFACTURING PARK 720 N 10TH ST STE A128 17939 59 th Ave NE 13576 Bay-Edison Rd RENTON,WA 98057 Arlington Mount Vernon,WA 98273 4252128136 360-466-1234 LIC:600 630 128 EXP: 10/31/2026 LIC:INDUSR1101MW EXP: 12/31/2026 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL MECHANICAL CODE YEAR: 2021 STORIES: 1 CONST.TYPE: 1V DWELLING UNITS: OCC GROUP: F-1;Factory Mod.Hazard BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City, of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. } 0Z 10/28/2025 Applicant Signature Date Building Official Date CONDITIONS Adhere to approved plans.Permit shall be onsite for inspection.Call for inspections. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 10/28/2025 Web Only-Mechanical Commercial Plan Review $1,520.18 10/28/2025 Exhaust/VentsNent Fans $60.00 10/28/2025 Processing/Technology $25.00 10/28/2025 Air Handling Unit $50.00 10/28/2025 Ductwork/Dryer Duct $150.00 Total Due: $1,805.18 Total Payment: $1,805.18 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION I Pass/Fail t COMMERCIAL MECHANICAL APPLICATION Community&Economic Development City of Arlington- 18204 59th Ave NE-Arlington,WA 98223-Phone(360)403-3551 This application is for new,addition,altered or replaced mechanical installation and new or altered gas piping and must be accompanied by ELECTRONIC CONSTRUCTION DRAWINGS and CUT SHEETS and/or information outlined in the MECHANICAL SUBMITTAL REQUIREMENTS,if applicable. Type of Permit: 9 New Installation ❑ Addition ❑ Alteration ❑ Replaced Gas Piping Type I and Type H Hood Systems required submittal of the Commercial Mechanical Addenda Property Address: 17835 59th Ave NE Arlington Project valuation: $200,000 Lot#: Parcel ID No.: 37052200403700 Preferred Contact: ® Owner ❑Contractor Building 8 ventilation/exhaust for Fiber Reinforce Plastic(FRP)Lamination area.,See attach drawings Project Description: Owner Name: Fluid Motion LLC Office No.: Email Address: dennispearson@rangertugs.com Cell No.: 425-212-8136 Mailing Address: 17939 59th Ave NE city,Arlington State: WA Zi :98223 Contractor Name: IRI-Superior Systems office No.: 360-466-1234 Email Address: Cell No.: Mailing Address: 13576 Bay-Edison Rd City. Mount Vernon State: WA Zip: 98273 L&I Contractor License Number: INDUSRI 101 MW Expiration Date: 12-31-2026 • New gas piping requires a pressure test hooking to any appliance • Sediment traps (drips)are required on all gas lines • Gas lines are required to be supported/secured per IFGS,Section 415 • Proper Combustion air and venting required for all appliances • A shut-off valve is required within 6 feet of each appliance Gas Piping Specification and complete Schematic PAGE 3 CI Not Applicable ❑CSST ❑ Brass C7 Other Proposed Piping Material: ❑ Black Steel ® Galvanized Steel Proposed Piping Size: ❑ 1/2" ❑ 5/8" ❑ 3/4' ❑ 1" ❑ 11/2" IN 2" Inlet Pressure: Pressure Drop: Specific Gravity: I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the ab described P perty will be in accordance with the laws,rules and regulation of the State of Washington. 11 Dennis Pearson 9-29-2025 Signature Print Name Date REV03.2022 Pagel of 3 City of Arlington Building Department APPROVED Kevin Olander-10/09/2025 No cnanges unless ayproved by (206)895-2116 WWW.CAPTIVEAIRE.COM ONE ONE • • IIIA,wi QUOTE Monday, 1 Quote#7653625 • + + 1 Auburn, WA To: From: Ship To: Trev Summerfelt Able Baca Cutwater Boats Superior Systems aka Industrial CaptiveAire Systems Attn:Trev Summerfelt-Superior Resources Inc 10202 5th Ave NE Systems 13576 Bayview Edison Rd Suite 200 17835 59th Avenue Northeast MOUNT VERNON,WA 98273 Seattle,WA 98125 Bldg.#8 Phone: (360)708-0669 Phone:(206)895-2116 Arlington,WA 98223-6303 trev@superiorsystemsinc.net rea116@captiveaire.com Phone:(360)708-0669 trev@superiorsystemsinc.net CaptiveAire Systems proposes to furnish the following equipment. Production of listed items will commence upon receipt of an approved proposal,a purchase order,an approved submittal and approved credit. EQUIPMENT: Fan#1 CFA 225 WITH 84" BURNER- Heater(MAU-1)-Job#7653625 CFA 225 Vertical Industrial Heater with 84"Burner and twin 25"Blowers. x1 Supply Fan handles 40000 CFM @ 1.000"we ESP,Fan runs at 677 RPM. Heater supplies 3164428 BTUs.80OF Temperature Rise.[Fuel:Natural Gas] Supply Motor:40.000 HP,3 Phs,460 V,60 Hz,46.3 FLA,ODP,Premium(E-Plus3)Eff. Side Discharge-Air Flow Right->Left -V-BANK-43.25"Width X 142.5"Length X 32"Height for Vertical Industrial,Standard 2"EZ Filter x1 With Filter Intake Screen, Max CFM=56,000 IV7-0-VB2"EZ V-BANK-43.25"Width X 142.5"Length X 32.00"Height With 2"EZ Filter.For outdoor use. Max CFM=56,000 Intake Screen-CFA7 Unit Intake Screen x1 50-90°F Industrial Space Temp Control-Heating Activation Based On Either Intake or Space Set x1 Point-Manual Blower Mode.Use with MUA. Includes 1 Space HMIs. -Gas Manifold for Industrial GM-BTU 2750000-3574999-1 lb.-5 lb.,No Insurance Requirement x1 (ANSI), BV250-1010, 1.25"connection. Burner Assembly x1 Gas Pressure Gauge,0-15PS1,2.5"Diameter, 1/4"Thread Size x1 Gas Pressure Gauge,-5 to+15 Inches Wc,,2.5"Diameter,1/4"Thread Size x1 Low Fire Start.Allows the burner circuit to energize when the modulation control is in a low fire x1 position. Freezestat x1 Option for 2nd high temperature limit switch for twin blower industrials xi Page 1 of 6 Monday,July 28,2025 Quote#:7653625 Industrial Fan CFA-40K CFM-Auburn,WA -Burner section cap for size 7 Industrial Vertical unit with 222 or 225 blowers,protects burner section x1 from weather prior to install.There is no warranty for water damage in burner and/or gas train due to improper storage prior to install. -Extra Set of V-Belts For Twin Industrial Units.Only to be ordered as fan option at time fan is x1 ordered. Occupied Scheduling Defaulted for IBT/RTU. x1 Size 7 Vertical Heater VAV Profile and Wiring Package x1 w/Manual Control PCB -ESV303N04TXB571 -Variable Frequency Drive-40 HP Max.,480 V,Three Phase,50 A Max., xi NEMA 1 Enclosure PART NEEDS PROGRAMMING -External Side Discharge CD60 Damper for size 7 Vertical industrial units with(2)25"blowers. x1 Includes actuator. VFD factory mounted and wired on industrial unit control panel. x1 Non-Fused Disconnect Switch for Industrial Make Up Air Units,Single Point Connection. xi Ship Loose Gas Strainer.To be installed upstream of unit connection. 1 1/4"Connection x1 Mount motor and controls on opposite side of heaters with double blowers x1 Side Discharge Construction Size 7 Vertical Industrial With Two 25"Blowers Right to Left Discharge x1 VERIZON CELLULAR KIT,WIRED ANTENNA AND VERIZON DATA FOR 1 YEARS.USED WITH xi FAN. -MAU-1 Vertical Stand VMSO-7 On Fan#1 Flat Curb x1 CASLink Monitoring CASLink Monitoring xi Factory Services Service Design Verification for CASLink. x1 Service Design Verification for Industrial Heaters xi Service Design Verification Mileage Charge:(67)x 2=134 total miles x1 Service Design Verification Minimum x1 SERVICE DESIGN VERIFICATION DISCLAIMER Field Service Technician is responsible for one trip to site to ensure the above equipment is operating within design specifications.All equipment must be operational.Fire suppression system should be hooked-up and armed.Additional trips will result in charges to be covered by others. INSTALLATION BY OTHERS Page 2 of 6 REVISIONS DESCRIPTION DATE: FOR QUESTIONS, CALL THE Seattle Mecharical REGION 116 PHONE: (206) 895 - 2116 0 EMAIL: r 9116@captiveaire.con MUA FAN INFORMATION — JOB 7653625 FAN MIN DESIGN MUTUR WEIGHT oil UNIT TAG QTY FAN UNIT MODEL # BLOWER ESP RPM HP BHP PHASE VOLT FLA MCA MOCP SDNES NU CFM CFM ENCL (LBS) I E I U 1 MAU-1 1 CFA 225 A225-25H 2O000 40000 1.000 677 ODP,PRE MIUM 40.000 27.3000 3 460 46.3 59A 100A 3621 361 GAS FIRED MAKE-UP AIR UNIT(S) >_ FAN I UNIT TAG INPUT OUTPUT I I' TEMP RISE REQUIRED INPUT GAS PRESSURE GAS TYPE a NO BTUs BTUs 1 MAU-1 3439596 3164428 80°F 1 LB. - 5 LB. NATURAL CURB ASSEMBLIES N❑ FAN TAG WEIGHT ITEM SIZE 1 # 1 MAU-1 561 LBS VERTICAL STAND 50.500"W X 147.000'L X 76.000'H II FAN SOUND DATA O O w FAN SOUND DATA OCTAVE BAND SOUND DATA UNIT TAG MOTOR NO SONES DBA DISTANCE u m LWA @ 5 FT @ 5 FT DISTANCE 63 HZ 125 HZ 250 HZ 500 HZ 1 KHZ 2 KHZ 4 KHZ 8 KHZ tl C c 1 MAU-1 SUPPLY 92 38.13513614647688 80.5 5 101.2 95.8 87.2 87.6 87.2 85 80.5 7&1 � O # z � x d a N M fA 3 d �n 0 v N W Z Q N O Q 00 3 xx � a) s rya +) d M � s CL1 0 Co U � V I � 5 Q � 3 U > Q d S L� 41 O LF) In :3715 00 � Q DATE: 7/28/2025 City of Arlington DWG.#: Building Department 7653625 APPROVED DRAWN Kevin Olander- 10/09/2025 BY. No changes authorized unless approved by SCALE: the Building Official 3/4" = 1'-0" MASTER DRAWING SHEET NO. I REVISIONS DESCRIPTION DATE: FAN OPTIONS 0 FAN UNIT TAG QTY DESCRIPTION NO 0 I INLET PRESSURE GAUGE, 0-15# 1 MANIFOLD PRESSURE GAUGE, -5 TO 15' WC I LOW FIRE START oil 1 FREEZESTAT E I SECOND HIGH TEMPERATURE DISCHARGE LIMIT FOR TWIN BLOWER INDUSTRIALS I SIZE 7 VERTICAL UNIT BURNER SECTION CAP TO PROTECT BURNER SECTION FROM WEATHER I d I m 1 PRIUR T❑ INSTALL. THERE IS NO WARRANTY FOR WATER DAMAGE IN BURNER AND/OR GAS I I d TRAIN DUE TO IMPROPER STORAGE PRIOR TO INSTALL I EXTRA SET OF BELTS FOR TWIN INDUSTRIAL I I I' E 1 ❑CCUPIED SCHEDULING _ 1 MAU-1 I SIZE 7 VERT HEATER VAV PACKAGE W/ MANUAL SPEED - PCB 1 CASLINK BUILDING MONITORING SYSTEM - INTERNET OR CELLULAR CONNECTION REQUIRED I SIDE DISCHARGE CD60 DAMPER (A225) - VERTICAL UNIT 1 FACTORY MOUNTED AND WIRED VFD IN INDUSTRIAL UNIT CONTROL VESTIBULE 1 NON-FUSED DISCONNECT SWITCH FOR INDUSTRIAL MAE'S WITH SINGLE POINT CONNECTION 1 SHIP LOOSE GAS STRAINER INDUSTRIAL 1 1/4' �O Q 1 OPPOSITE SIDE INDUSTRIAL HEATER CONTROLS WITH TWIN BLOWERS O w 1 SIZE 7 INDUSTRIAL VERTICAL SIDE DISCHARGE TWO 25' BLOWER RIGHT TO LEFT AIRFLOW 1 EXTERIOR GAS CONNECTION PROVIDED BY FACTORY WITH QUICK SEAL AND ANTI-ROTATION BRACKET GAS MANIFOLD FOR INDUSTRIAL GM - BTU 2750000 - 3574999 - I LB. - 5 LB., NO INSURANCE = o 1 REQUIREMENT (ANSI), BV250-1010, 1.25' CONNECTION. Z HMI SCHEDULE 00 UNIT NUMBER HMI # HMI LOCATION TEMP AVERAGING MODBUS 41 ADDRESS N FAN #1 HMI #1 - UNIT IN UNIT NOT AVERAGED 55 0 A FAN #1 HMI #2 - SPACE AVERAGED 56 y 3 d �n 0 v N W Z Q N O Q co 3 -M CD s rya u1 d M � s CL1 0 co U � o Z V I � 5 Q Q 3 U > C5 S L� 4' O 7 0) + U'D :3 C� 715 15 OC) � Q DATE: 7/28/2025 DWG.#: City of Arlington 7653625 Building Department APPROVED DRAWN Kevin Olander- 10/09/2025 SCALE: No changes authorized unless approved by 3/4" = 1'-0" the Building Official MASTER DRAWING SHEET NO. REVISIONS DESCRIPTION DATE: FAN k1 ORA 225 WITH 84'BURNER-HEATER(MAU-1) Q 1.VERTICAL INDUSTRIAL HEATER WITH 84'BURNER AND TWIN 25' BLOWERS, 2.V-BANK EZ FILTERS W/SCREEN INTAKE-GUT➢OOR, 0 3.SIDE DISCHARGE-AlR FLOW RIGHT->LEFT. Q 4.GAS PRESSURE GAUGE,0-15PS7,2.5'DIAMETER,1/4'THREAD SIZE. 5.GAS PRESSURE GAUGE, -5 TO+15 INCHES WC.,2.5' DIAMETER,1/4-THREAD SIZE, 0 6.LOW FIRE START. ALLOWS THE BURNER CIRCUIT TO ENERGIZE WHEN THE MODULATION CONTROL IS IN A LOW FIRE POSITION. 7.FREEZESTAT. 8.OPTION FOR 2ND HIGH TEMPERATURE LIMIT SWITCH FOR TWIN BLOWER INDUSTRIALS. l�Na 9.BURNER SECTION CAP FOR SIZE 7 INDUSTRIAL VERTICAL UNIT WITH 222 OR 225 BLOWERS,PROTECTS BURNER SECTION FROM WEATHER PRIOR TO INSTALL. THERE IS NO WARRANTY FOR WATER DAMAGE IN BURNER AND/OR GAS TRAIN DUE TO IMPROPER STORAGE PRIOR TO INSTALL. oil 10.EXTRA SET OF V-BELTS FOR TWIN INDUSTRIAL UNITS. ONLY TO BE ORDERED AS FAN OPTION AT TIME FAN IS ORDERED. 11.OCCUPIED SCHEDULING DEFAULTED FOR IBT/RTU. E l2.SIZE 7 VERTICAL HEATER VAV PROFILE AND WIRING PACKAGE p W/MANUAL CONTROL PCB. U 13.CASLINK BUILDING MONITORING SYSTEM COMMUNICATIONS MODULE,REQUIRES INTERNET&FIELD WIRED ETHERNET CONNECTION d GR 3G CELLULAR SERVICE. INCLUDES REV 3 COMM MODULE,RJ45 TO MODBUS CONVERTER,3 FT CAT5 CABLE,AND 1 FT OF STED PAIR 14.I EXTERNALELDED [SIDE DISCHARGE C➢60 DAMPER FOR SIZE 7 VERTICAL IN➢USTRIAL UNITS WITH(2)25' BLOWERS. INCLUDES ACTUATOR. I 0- l5.VFD FACTORY MOUNTED AND WIRED ON IN➢USTRIAL UNIT CONTROL PANEL. U l6.NON-FUSED DISCONNECT SWITCH FOR INDUSTRIAL MAKE UP AIR UNITS,SINGLE POINT CONNECTION, 17.SHIP LOOSE GAS STRAINER.TG BE INSTALLED UPSTREAM OF UNIT CONNECTION.1 1/4'CONNECTION. aj 18.MOUNT MOTOR AND CONTROLS ON OPPOSITE SIDE OF HEATERS WITH DOUBLE BLOWERS. 19.SIDE DISCHARGE CONSTRUCTION SIZE 7 VERTICAL INDUSTRIAL WITH TWO 25'BLOWERS RIGHT TO LEFT DISCHARGE, 20.EXTERIOR GAS CONNECTION PROVIDED BY FACTORY WITH QUICK SEAL AND ANTI-ROTATION BRACKET. I SUPPLY SIDE HEATER INFORMATION, -NOTE: SUPPLY DUCT MUST BE INSTALLED TO MEET SMACNA STANDARDS.A MINIMUM STRAIGHT DUCT LENGTH MUST BE MAINTAINED DOWNSTREAM OF UNIT DISCHARGE WITH OUTLINED IN AMCA PUBLICATION TW WHEN USING RECTANGULAR DUCTWORK,ELBOWS MUST WINTER TEMPERATURE= 29°F, TEMP,RISE=80°F. BE RADIUS THROAT,RADIUS BACK WITH TURNING VANES.FLEXIBLE DUCTWORK AND SQUARE THROAT/SQUARE BACK ELBOWS SHOULD BTUs CALCULATED OFF 29°F AIR DENSITY. NOT TI USED,ANY TRANSITION AND/OR TURNS IN THE DUCTWORK WILL CAUSE SYSTEM EFFECT.SYSTEM EFFECT WILL OUTPUT BTUs AT ALTITUDE OF 0,0 FT.=3214289 DRASTICALLY INCREASE STATIC PRESSURE AND REDUCE AIRFLGW.➢G NOT RELY ON UNIT.To SUPPORT DUCT IN ANY WAY.FAILURE INPUT BTUs AT ALTITUDE OF DO FT.= 3164428, I I TO PROPERLY SIZE DUCTWORK MAY CAUSE SYSTEM EFFECTS AND REDUCE PERFORMANCE OF THE EQUIPMENT. OUTPUT BTUs AT ALTITUDE OF 432 FT.= 439595. O J SUGGESTED STRAIGHT DUCT SIZE IS 32'x 88'. INPUT BTUs AT ALTITUDE OF 432 FT.= 3439595. Q O W 146' MINIMUM 50' N STRAIGHT 14 3/4' 31 1/2' 31 1/2' PER AMCA- V m [) o0 0 \ Z a MIN.32' `t �L 3 / \31 Lt'LI' \ 0 m y d 50' 3 d I I ----------------------- \ ------ - - 'Ni i d ee' L JIII \ � I \ /� fN 88 1/4' �FI _ 100, O 50' GAS CONNECTION, L� Q lb 3 xx 32' I d M ______ ________ -________ _____________ I 00 CID ---------------- L- -------- V 76' (1) 5 Q Q 3 U > C5 S L� 4' O LF) 0) 715 0 � Q 47' 50 1/2' City of Arlington DATE: 7/28/2025 Building Department DWG.#: APPROVED 7653625 Kevin Olander- 10/09/2025 DRAWN BY: No changes authorized unless approved by the Building Official SCALE: 3/4" = 1'-0" MASTER DRAWING SHEET NO. REVISIONS DESCRIPTION DATE: p FAN#1 (MAU-1) - HEATER PERFORMANCE CURVES, p p p 40000 CFM, 1.298 SP @ 677 RPM AND 271 BHP AT 432 FEET AND 109 DEG F oil •PLEASE NOTE THAT THESE CURVES WERE ADJUSTED FOR JOB SPECIFIC TEMPERATURE AND ALTITUDE. I U d 2.000 I m II N L750 1.500 co 1.250 -A S P 1.000 / e a ,o /2pM O d z 0.750 d a N M 0.500 0 ) rn fA 3 45p RP v m 0.250 400 in N v N 0.000 W z 30000 32000 34000 36000 38000 40000 42000 44000 46000 48000 50000 N CPM i; Q 00 3 xx CD s rya v1 d M � s CL1 U � Co V I � 5 Q Q � 3 U > d S L 4-1 O 0 Ln 715 15 CC) � Q City of Arlington Building Department DATE: 7/28/2025 APPROVED DWG.#: Kevin Olander- 10/09/2025 7653625 No changes authorized unless approved by DRAWN the Building Official BY. SCALE: 3/4" = 1'-0" MASTER DRAWING SHEET NO. REVISIONS DESCRIPTION DATE: 0 P B L 0 PWS-o2F SCADA F G H I VFD Wiring zs25- n xs ro on - Installation Wiring as2s- n xs ro on - Q IInnII NDDBUS J16 1 n RO J38 t 9rAc vsw.,oxxowe ]]52B/20251 a WIN NUMBER ni ATE ]]52B/2025 NOBEL can ub 0 OmB R DCC11F 10V 1 PH. 240 V 1 PH. 208/460/600 V 3PHpsnect w _ �It1 0It, 0 oil 2 8 swNv". mead Poe„ Onit1 E dK 6 OCC OVR - w e w a MT- w a I U �� S PPDr O ..m.... ` x DP 3 o-Ri SW-OI G_N' L K 2 • I I I w.-I�a tl • I I 1 :.'+R®iwd ' I I 1 � 171 I710 41 1110 9 8 I J31 J13 m JIl K ' N RE i/R rein uvoe„ <ve c ni..1.P,.0 (31 4 6C r d 1 ® RJC-1 ® " 0 .e oueus coxNEcnoxs I �n m 0 SN-03 J9 120V - e SN-04 5 GG m m 987654321 e �o36987654321 987654321 0 m1°'eL1Ei"O1 vovcR cuvvLr II� m 1 1 1110 171 1110 17 1110 l0 6 J33 (wve) J32 J15 O J O ® e s r e no.oR w 6 ® FIN TP1(FSC-ll `� cp J10120V 6 SN-09 :rw 7 ® LO a mscvx, m.no rwcIZR U. LL„O aoL uEe,d �.xH art..,•H. See above details. Power connec[ ,� N J35 V U. ®OR BK 9 8 7 6 5 4 3 2 1 9 8 7 6 5 4 3 2 1 7 6 5 4 3 2 1 �xo d O FR-01 1 1110 171 I710 41 1110 9 8 - - ., ® JB J7 J18E.e,Oa..omLO ^""""'^°"• °'- a m 6 S1 GR �V rz ,o now..,.EwVErs ezr. - - as 0- 8 S u vnar E1,,,,ocrxes], J29120V 0Y 3 DC - D ,w,.....„..o..dNw•....... .w..x 0 A rn BK 5 BP y 3 BR A FSC-01 AM E ciERi ciucu�NrRiAn"Iff m 9 1 en WH eRIPI L - - oRicrR r T SPARK rPLU o Fn P D E v -•e o o 1N _ OII .xo nne ________J N J30 I20V A BKYv-v - mBBm06m8 O08m86m8 m06m8608 nnw rvnrre ❑0 ❑0 m........w,... d l0 ® -R J12LOI-I�AI-1J 14LA]-2�AI-3 J28LBI-2�AI-4J ormicrRL aac�uOr �ooa� —viwiii inrec v�Rae ❑0 — ❑0 W YIRE_LOLO@ AVJI653fiE5-1 �ryote Not Sultoble for Corner cx 1p— Grounded 3 Pbose Input power vN-v IE - t O Q CID 3 -M s a d M � s CL1 CID U � cti V I � 5 Q Q 3 U > Q C5 S 4' O L17 0) + LF) 1n 15715 00 � Q City of Arlington DATE: 7/28/2025 Building Department DWG.#: APPROVED 7653625 Kevin Olander- 10/09/2025 DRAWN BY: No changes authorized unless approved by the Building Official SCALE: MASTER DRAWING SHEET NO. REVISIONS DESCRIPTION DATE: SYSTEM DESIGN VERIFICATION (SDV) 0 IF ORDERED, CAS SERVICE WILL PERFORM A SYSTEM DESIGN VERIFICATION (SDV) ONCE ALL EQUIPMENT HAS HAD A COMPLETE START UP PER THE OPERATION AND INSTALLATION MANUAL, TYPICALLY, THE SDV WILL BE PERFORMED AFTER ALL INSPECTIONS ARE COMPLETE. ANY FIELD RELATED DISCREPANCIES THAT ARE DISCOVERED DURING THE SDV WILL BE BROUGHT TO oil THE I E ATTENTION OF THE GENERAL CONTRACTOR AND CORRESP❑NDING TRADES ON SITE, THESE ISSUES WILL BE DOCUMENTED AND FORWARDED TO THE APPROPRIATE SALES OFFICE. IF CAS SERVICE HASTO DI I �I d RESOLVE A DISCREPANCY THAT IS A FIELD ISSUE, THE GENERAL CONTRACTOR WILL BE NOTIFIED AND BILLED FOR THE WORK. SHOULD A RETURN TRIP BE REQUIRED DUE TO ANY FIELD RELATED I DISCREPANCY THAT CANNOT BE RESOLVED DURING THE SDV, THERE WILL BE ADDITIONAL TRIP - CHARGES. DURING THE SDV, CAS SERVICE WILL ADDRESS ANY DISCREPANCY THAT IS THE FAULT OF THE MANUFACTURER. SHOULD A RETURN TRIP BE REQUIRED, THE GENERAL CONTRACTOR AND APPROPRIATE II SALES OFFICE WILL BE NOTIFIED. THERE WILL BE NO ADDITIONAL CHARGES FOR MANUFACTURER e DISCREPANCIES. �O O < u C a m O # z � x d a N M 0� to 3 d �n 0 v N W Z Q N O CID Q 3 -M CD s rya d M � s CL1 0 co U � cti V I � 5 Q Q 3 U > Q d S 4' O Cn 7 0) + LO :3715 00 � Q City of Arlington Building Department DATE: 7/28/2025 APPROVED DWG.#: Kevin Olander- 10/09/2025 7653625 No changes authorized unless approved by DRAWN the Building Official BY. SCALE: 3/4" = 1'-0" MASTER DRAWING SHEET NO. D C� 00 J v 9MI9 P Y x x 1{G R rn Cn v I I o 1� 3 I I a CA I I O 3 4 I I O i a - CA � c,4 i 1 N a N City of Arlington a Building Department APPROVED a Kevin Olander- 10/09/2025 No changes authorized unless approved by o Y 8 the Building Official g � fl D Go.: le Maps r `; vat sr'. loll r y�tf ir•=:.r _ i Imagery©2025 Airbus,Maxar Technologies,Map data©2025 20 ft j2G�Avl 7d x-/ zlA , q: �Z Z Fluid Motion, Inc. Arlington, Washington City of Arlington Building Department APPROVED Kevin Olander - 10/09/2025 CALCULATIONS No changes authorized unless approved by the Building Official FOR 30" Spiral Duct Support August, 2025 Revision 0 sCOTTCO Digitally signed oF;w by Eugene S Cochrane -d N �Oa�G°r468 21 Date: ONAL 2025.09.23 EXPIRES:7/17/2027 09: 10:04.07'00' EVERGREEN ENGINEERING°, INC. Eugene, Oregon 541-484-4771 Atlanta,Georgia 404-267-1471 Project#4964.0 Fluid Motion, Inc. Prepared by: S. Nourparvar Evergreen Engineering Inc. Reviewed by: G. Cochrane Atlanta, GA: 404-267-1471 Arlington,Washington Job# 4984.0 Eugene, OR: 541-484-4771 Revision: 0 Date: 08/25/2025 TABLE OF CONTENT ITEM PAGE Introduction 2. Executive Summary 2. Design Loads 3 - 6 Appendix A: 7 - 19 Analytical model 8 - 9 Risa Input 10 - 19 Appendix B: 20 - 22 Code Check - Existing 21 Code Check - Revised 22 Appendix C: 23 - 24 Code Check Comparison 24 Appendix D: 25 - 26 Proposed Hanger Design: 26 Page 1 of 6 Page 1 of 29 Fluid Motion, Inc. Prepared by: S. Nourparvar Evergreen Engineering Inc. Reviewed by: G. Cochrane Atlanta, GA: 404-267-1471 Arlington,Washington Job# 4984.0 Eugene, OR: 541-484-4771 Revision: 0 Date: 08/25/2025 Introduction Site location: Arlington, Washington Site coordinates: N48.1586, W-122.1463 Mapped Elevation: 136.4 ft The project is located in Arlington,Washington, so calculations are per the 2021 Washington State Building Code which is based on 2021 International Building Code (IBC) & International Existing Building Code (IEBC). The Code referenced ASCE 7-16. The equipment will be Risk Category II-ASCE 7-16, Table 1.5-1 Seismic Load: The structure is located in a site class D. Fluid Motion, Inc. is planning to hang a 30" diameter spiral duct from the roof timber trusses. The objective to evaluate the existing roof trusses and designed hangers for the duct. Since the duct will be inside an enclosed building no wind load will be imposed on the duct or its supports. The existing roof trusses are supporting the existing roof. Roof Dead Load, Live Load and Snow Load will be considered in this evaluation. EXECUTIVE SUMMARY: The existing roof truss was field measured and analyzed for Dead load, Roof Live Load, Snow load an d incidental forces (MEP), using RISA 3D structural analysis software and evaluated against NDS 2018 (National Design Specification for wood Construction) as adopted by IBC 2021. The analysis indicates that two of existing vertical brace stresses (before addition of the new duct) exceed code allowable by about 18%. The forces due to the new duct (Dead load and Seismic forces) added to the bottom cord of the truss and the truss was reanalyzed. These results were compared against the original analysis results. The maximum stress increase in any member, due to added duct, is about 8%. This increase in the member stress is considered to be acceptable. Refer to appendix A for the summary member code checks and comparison results. Refer to appendix B for proposed support detail. Page 2 of 6 Page 2 of 29 Fluid Motion, Inc. Prepared by: S. Nourparvar Evergreen Engineering Inc. Reviewed by: G. Cochrane Atlanta, GA: 404-267-1471 Arlington,Washington Job# 4984.0 Eugene, OR: 541-484-4771 Revision: 0 Date: 08/25/2025 DESIGN LOADS: REFERENCE: IBC 2021 w/amendments Chapter 16 ASCE 7-16 DL,,:=8 psf Roof estimated Dead Load STruss:=24 in Truss Spacing MEP:=5 psf Estimated Incidental forces DLd„,t:=12.5 plf Duct self weight Ld„xt:=6 ft Support spacing Pduct:=DLduct•Ldu�t=75 Ibf Duct load at each support LL,,:=20 psf Snow: P9:=17 psf Ground Snow Load Seismic Data: S1:=0.375 1 second Spectral Response acceleration parameter SS:=1.051 0.2 second Spectral Response acceleration parameter SD1:=NA Not Applicable SDS:=0.841 0.2 second Design Spectral Response acceleration parameter TL:=6 s Long Period Page 3 of 6 Page 3 of 29 Fluid Motion, Inc. Prepared by: S. Nourparvar Evergreen Engineering Inc. Reviewed by: G. Cochrane Atlanta, GA: 404-267-1471 Arlington,Washington Job# 4984.0 Eugene, OR: 541-484-4771 Revision: 0 Date: 08/25/2025 Snow/Rain load: ®:=17 psf Mapped ground snow load Ce:=1.0 All Structure (table 7.3-1 ASCE 7) Ct:=1.0 Thermal factor, table 7.3-2 Is:=1.0 Importance factor, table 1.5-2 pf:=0.7•Ce•Ct•IS•P9=11.9 psf Flat roof snow load, eq 7.3-1 Existing Roof Truss Field Measurement: m� �N 1 eN 0 -7 v 1, 01 Cf7�r 1-+� 2 a-r- � m m S z m N z a 0 m 9-0 _ rn N a �m M g fm Z _ Z Tnro e� 6 J � 3 is `s / a o m X ? Lm � - I g , Page 4 of 6 Page 4 of 29 Fluid Motion, Inc. Prepared by: S. Nourparvar Evergreen Engineering Inc. Reviewed by: G. Cochrane Atlanta, GA: 404-267-1471 Arlington,Washington Job# 4984.0 Eugene, OR: 541-484-4771 Revision: 0 Date: 08/25/2025 Seismic Load Reference: ASCE Hazard Tool (https://ascehazardtool.org) Risk category: II Site Class D 5s=1.051 MCER ground motion (period=0.2s) 51=0.375 MCER ground motion (period=1.0s) 505=0.841 Numeric seismic design value at 0.2s SA SM5:=1.262 Spectral response acc. parameter at short period SD1:=N Not applicable A SDC = D Seismic design category Ip:=1.0 Seismic Importance Factor TL=6 s Long-Period Transition Period Seismic Load - Nonstructural Component;ASCE 7-16 sec. 13.3, Table 13.6-1 Rp:=6 ...other mechanical components constructed of sheet metal framing(Table 13.6-1) ap:=2.5 f2o:=2 z:=20 ft Height in structure of point of attachment h:=27 ft Average roof height FDuct:= 0.4.a •RDs'Pduct • 1+2•�if h>1,1.0,h =26.087 Ibf P IP Seismic force due to Duct Fduct.max:=1.6•SDs•Ip•Pduct=100.92 Ibf Maximum seismic force, duct Fduct.min:=0.3•SDs•Ip•Pduct=18.923 Ibf Minimum seismic force, duct FE.duct:=if(FDuct<Fduct.min I Fduct.min 1 min(FDuct,Fduct.mox))=26.087 Ibf Lateral Seismic design force due to duct Vertical Seismic Force: E,:=0.2•SDs'Pduct=12.615 Ibf Vertical Seismic Load effect FE.duct=26.087 Ibf Lateral Seismic force of duct at each support point Page 5 of 6 Page 5 of 29 Fluid Motion, Inc. Prepared by: S. Nourparvar Evergreen Engineering Inc. Reviewed by: G. Cochrane Atlanta, GA: 404-267-1471 Arlington,Washington Job# 4984.0 Eugene, OR: 541-484-4771 Revision: 0 Date: 08/25/2025 RISSAApplied loads: DLTr...:=(DLr+MEP •STruss=26 pif Uniform Dead load on truss LLr.Truss:=LLr-STruss=40 pif Roof Live Load on Truss wsnow:=Pf'STruss=23.8 pif Snow Load on the Truss Pduct=75 Ibf Duct Gravity Load FE.duct=26.087 Ibf Lateral Seismic force of duct at each support point E =12.615 Ibf Vertical Seismic force of duct at each support point Page 6 of 6 Page 6 of 29 Fluid Motion, Inc. Arlington, Washington CALCULATIONS FOR 30" Spiral Duct Support August, 2025 Revision 0 EVERGREEN ENGINEERING°, INC. Eugene,Oregon 541-484-4771 Atlanta,Georgia 404-267-1471 Project#4964.0 Page 7 of 29 APPENDIX A Analytical model Risa input Page 8 of 29 Y ZLLX M23 44 M22 0 CN M20 M3 Ms M�° Mz i M1 M17 M18 M19 I 1 N20 N3 N4 N5 N15 IN2 N18 Analytical Model Evergreen Engineering, INC Fluid Motion,Inc.Timber Truss SK-3 snourparvar Aug 25,2025 at 06:24 AM 4984.0 4984-Exist Truss(8_22_25).r3d Page 9 of 29 Y� Z+---'—�X Analytical Model Evergreen Engineering, INC Fluid Motion,Inc.Timber Truss SK-2 snourparvar Aug 25,2025 at 05:33 AM 4984.0 4984-Exist Truss(8_22_25).r3d Page 10 of 29 Company :Evergreen Engineering,INC 8/25/2025 Designer :snpurpr 5:27:27AM Job Number:4984.0 Checked By: Model Name:Fluid Motion,Inc.Timber Truss Node Coordinates Label X Ift] Y ft Z ft Detach From Diaphragm 1 N1 0 23 0 2 N2 50 23 0 3 N3 15 23 0 4 N4 25 23 0 5 N5 35 23 0 6 N6 25 31.333 0 7 N7 33.333333 28.555333 0 8 N8 41.666667 25.777667 0 9 N9 8.333333 25.777667 0 10 N10 16.666667 28.555333 0 11 N18 6.25 20 0 12 N 19 6.25 23 0 13 N20 9.25 23 0 14 N21 3.25 23 0 15 N15 43.75 23 0 Node Boundary Conditions Node Label X k/in Y k/in Z k/in 1 N1 Reaction Reaction Reaction 2 N2 Reaction Reaction 3 N 19 Reaction 4 N4 Reaction 5 N 15 Reaction 6 N7 Reaction 7 N6 Reaction 8 N8 Reaction 9 N9 Reaction 10 N10 Reaction Hot Rolled Steel Properties Lab 1 E k i G ksi Nu Th rm.off. le"F-' Density k/ft' Yield ksi R F ksi Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B RECT 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A500 Gr.0 RND 29000 11154 0.3 0.65 0.527 46 1.4 62 1.3 7 A500 Gr.0 RECT 29000 11154 0.3 0.65 0.527 50 1.4 62 1.3 8 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 9 Al085 29000 11154 0.3 0.65 0.49 50 1.4 65 1.3 10 A913 Gr.65 29000 11154 0.3 0.65 0.49 65 1.1 80 1.1 RISA-3D Version 22 [4984-Exist Truss(8_22_25).r3d] Page 1 Page 11 of 29 Company :Evergreen Engineering,INC 8/25/2025 Designer :aRpVTp r 5:27:27 AM Job Number:4984.0 Checked By: Model Name:Fluid Motion,Inc.Timber Truss Cold Formed Steel Properties Label E ksi G ksi Nu Therm.Coeff. le"F-' Densityk/ft' Yield ksi Fu ksi 1 A653 SS Gr33 29500 11346 0.3 0.65 0.49 33 45 2 A653 SS Gr50/1 29500 11346 0.3 0.65 0.49 50 65 Ej Wood Properties Label Type Database cie Grade Cm Ci Emod Nu Therm.Coeff. 1e'°F-' Densit k/ft' 1 DF Solid Sawn Visually Graded Douglas Fir-Larch No.1 1 0.3 0.3 0.035 2 SP Solid Sawn Vis-uallv Graded Southern Pine No.1 1 0.3 0.3 0.035 3 HF Solid.$,awn Visually H m-Fir No.1 1 0.3 0.3 0.035 4 SPF Solid wn Visually Or d d ruce-Pine-fir No.1 1 0.3 0.3 0.035 5 24F-1.8E DF Balance I I m ND Table 5A 24F-1.8E DF BAL na 1 0.3 0.3 0.035 6 24F-1.8E DF UnbalanQed lul m ND Table 5A 24F-1.8E DF UNBAL na 1 0.3 0.3 0.035 7 24F-1.8E SP Balance d I I m ND Table 5A 24F-1.8E SP BAL na 1 0.3 0.3 0.035 8 24F-1.8E SP Unbalanced Qlqlam ND Table 5A 24F-1.8E SP UNBAL na 1 0.3 0.3 0.035 9 1.3E-1600F VERSALAM SCL Boise Cascade 1.3E-1600F VERSALAM na 1 0.3 0.3 0.035 10 1.35E LSL Solid tart CL Louisiana Pacific 1.35E LSL SolidStart na 1 0.3 0.3 0.035 11 1.4E RIGIDLAM LVL SCL Roseburg,Forest Products 2023 1.4E RIGIDLAM LVL na 1 0.3 0.3 0.035 12 2.0E DF Parallam PSL SCL TrusJoist 2.0E DF Parallam PSL na 1 0.3 0.3 0.035 13 LVL PRL 1.5E 2250F Custom N/A LVL PRL 1.5E 2250F na 1 0.3 0.3 0.035 14 LVL Microlam 1.9E 260OF Custom N/A LVL Microllam 1.9E 260OF na 1 0.3 0.3 0.035 15 PSL Parallam 2.0E 2900F Custom N/A PSL Parallam 2.0E 290OF na 1 0.3 0.3 0.035 16 LSL TimberStrand 1.55E 2325E Custom N/A LSL TimberStrand 1.55E 2325FI na 1 0.3 0.3 0.035 Concrete Properties Label E ksi G ksi Nu Therm.Coeff. le"F-' Density k/ft fc ksi Lambda Flex Steel ksi Shear Steel ksi 1 Conc3000NW 3156 1372 0.15 0.6 0.145 3 1 60 60 2 Conc3500NW 3409 1482 0.15 0.6 0.145 3.5 1 60 60 3 Conc400lONW 3644 1584 0.15 0.6 0.145 4 1 60 60 4 Conc3000LW 2085 907 0.15 0.6 0.11 3 0.75 60 60 5 Conc3500LW 2252 979 0.15 0.6 0.11 3.5 0.75 60 60 6 Conc4000LW 2408 1047 0.15 0.6 0.11 4 0.75 60 60 7 Conc3000NW WWR 3156 1372 0.15 0.6 0.145 3 1 70 60 8 Conc3500NW WWR 3409 1482 0.15 0.6 0.145 3.5 1 70 60 9 Conc4000NW WWR 3644 1584 0.15 0.6 0.145 4 1 70 60 Masonry Properties Label E rksil G rksil Nu Th rm.Qqpff.[le"F-11 Self Weight k/ft' Pm rksil Flex Steel rksil Shear Steel Mil 1 Concrete Matl 1350 540 0.25 0.6 Custom 2 60 60 2 Clav Matl 1050 420 0.25 0.6 Custom 2 60 60 3 Gen MasonrV 1050 420 0.25 0.6 0.08 2 60 60 RISA-3D Version 22 [4984-Exist Truss(8_22_25).r3d] Page 2 Page 12 of 29 Company :Evergreen Engineering,INC 8/25/2025 Designer :snpurpr 5:27:27AM Job Number:4984.0 Checked By: Model Name:Fluid Motion,Inc.Timber Truss Aluminum Properties Label E rksil G ksi Nu Therm.Coeff. Iles°F-' Density k/ft' Table BA kt Ftu ksi Ftv IksilFcy rksilFsu ksi Ct 1 3003-1-114 10100 3787.5 0.33 1.3 0.173 Table B.4-1 1 19 16 13 12 141 2 6061-T6 10100 3787.5 0.33 1.3 0.173 Table B.4-2 1 38 35 35 24 141 3 6063-T5 10100 3787.5 0.33 1.3 0.173 Table B.4-2 1 22 16 16 13 141 4 6063-T6 10100 3787.5 0.33 1.3 0.173 Table B.4-2 1 30 25 25 19 141 5 5052-1-134 10200 3787.5 0.33 1.3 0.173 Table B.4-1 1 34 26 24 20 141 6 6061-T6 W 10100 3787.5 0.33 1.3 0.173 Table B.4-1 1 24 15 15 15 141 Stainless Steel Properties Label E fksil G ksil Nu Therm.Coeff. le"F-' Density k/ft' n Yield rksil Fu rksil 1 A276 S316 28000 10780 0.3 0.93 0.5 5.6 30 75 2 A276 S321 1 29000 11165 1 0.3 0.73 0.48 5.6 65 94 3 A276 S304 1 28000 10780 0.3 0.93 0.49 5.6 30 75 General Materials Properties Lab 1 E ksi G k i Nu Th rm.off. 1 e"F-11 Density k/ft' Plate Methodology 1 gen Conc3NW 3155 1372 0.15 0.6 0.145 Isotropic 2 clan Conc4NW 3644 1584 0.15 0.6 0.145 Isotropic 3 gen Conc3LW 2085 906 0.15 0.6 0.11 Isotropic 4 gen Conc4LW 2408 1047 0.15 0.6 0.11 Isotropic 5 gen Alum 10100 4077 0.3 1.29 0.173 Isotropic 6 gen Steel 29000 11154 0.3 0.65 0.49 Isotropic 7 en Plywood 1800 38 0 0.3 0.035 Isotropic 8 RIGID Ile+6 0.3 0 0 Isotropic 9 gen Ortho 0.65 0.49 Orthotro is Custom Wood Properties Label Fb Ft Fv Fc E E05 Type 1 LVL PRL 1.5E 2250F 2.25 1.5 0.22 1.95 1500 0.5 SCL 2 LVL PRL 2.0E 290OF 2.9 1.9 0.285 2.75 2000 0.5 SCL 3 LVL Microllam 1.9E 260OF 2.6 1.555 0.285 2.51 1900 0.5 SCL 4 PSL Parallam 2.0E 290OF 2.9 2.025 0.29 2.9 2000 0.5 SCL 5 PSL Parallam 1.8E 2.4 1.755 0.18 2.5 1800 0.5 SCL 6 LSL TimberStrand 1.55E 2325F 2.325 1.07 0.31 2.05 1550 0.5 SCL 7 LSL TimberStrand 1.3E 170OF 1.7 1.075 0.4 1.4 1300 0.5 SCL Hot Rolled Steel Section Sets Label Shape T e Desi n List Material Desi n Rule Area in I in" Izz in° J in" 1 Cable TIEDOWN VBrace BAR A992 Typical 3.142 0.785 0.785 1.571 I2 HR1 TIEDOWN VBrace BAR A992 Typical 3.142 0.785 0.785 1.571 RISA-3D Version 22 [4984-Exist Truss(8_22_25).r3d] Page 3 Page 13 of 29 Company :Evergreen Engineering,INC 8/25/2025 Designer :snpurpr 5:27:27AM Job Number:4984.0 Checked By: Model Name:Fluid Motion,Inc.Timber Truss Cold Formed Steel Section Sets Label Sha e Type Desi n List Material Design Rule Area in2 I in" Izz in° J in° FIT-- CF1 8CU1.25X057 Beam CU A653 SS Gr33 Typical 0.581 0.057 4.41 0.00063 Wood Section Sets L b l ha T e De i n Li M ri I D si n Rul Ar in I W Izz in° J in" 1 W-2x6 bm 2X6 None None DF Typical 8.25 1.547 20.797 5.125 2 W-2x4 brace I 2X4 VBrace I Rectangular DF Typical 5.25 0.984 5.359 2.877 Concrete Section Sets Label Sha e T e Desi n List Material Desi n Rule Area[in'] I in° Izz in" J in" 1 CONC1 CRECT12X8 Beam Rectangular Conc3000NW Typical 96 512 1152 1187.84 Aluminum Section Sets Label h e T e D si n Li t M teri I De i n Rule Area[in I in^ Izz in" J in 1 AL1m AA13X1.64 Beam None 3003-1-114 Typical 1.39 0.522 2.24 0.019 Stainless Steel Section Sets Label Sha e _Typ esi n Lis Material D i n RuleAr in2 I n° Izz in° J in" 1 I SS1 W10X33 SS Beam None A276 S316 T ical 9.71 36.6 171 0.583 General Section Sets Label Sha e TVDe Material Area[in2l Iyy[in4j Izz rin4l J in" 1 GEN1 RE4X4 Beam gen Conc3NW 16 21.333 21.333 31.573 2 RIGID I I None RIGID 1e+6 1e+6 le+6 1e+6 3 Wire RND0.128 VBrace gen Steel 0.013 1.318e-5 1.318e-5 2.635e-5 Member Primary Data Label I Node J Node ion/ ha T D i n Li Material D i n Rule 1 M1 N1 N3 W-2x6 bm None None DF TVDical 2 M2 N4 N6 2X4 VBrace Rectangular DF Typical 3 M3 N1 N9 W-2x6 bm None None DF Typical 4 M4 N6 N7 W-2x6 bm None None DF Typical 5 M5 N9 N3 W-2x4 ra ce VBrqce Rer n-qul r DF Typical 6 M6 N3 N10 W-2x4 raQ e VBrace R t n ular DF Typical 7 M7 N10 N4 W-2x4 ra ce VBrqce R n l r DF Typical 8 M8 N4 N7 W-2x4 b�raQ e VBrace R ct n ular DF Typical 9 M9 N7 N5 W-2x4 raQ e VBrace Rectan-quip r DF Typiqal 10 M10 N5 N8 W-2x4 b�raQ e VBrace R ct n ular DF Typical 11 M17 N3 N4 W-2x6 bm N ne No ne DF TypiQal 12 M18 N4 N5 W-2x6 bm None No ne DF Typical RISA-3D Version 22 [4984-Exist Truss(8_22_25).r3d] Page 4 Page 14 of 29 Company :Evergreen Engineering,INC 8/25/2025 Designer :snpurpr 5:27:27AM Job Number:4984.0 Checked By: Model Name:Fluid Motion,Inc.Timber Truss Member Primary Data(Continued) Label I Node J Node Section/Sha e TvDe Design List Material Design Rule 13 M19 N5 N2 W-2x6 bm None None DF TVDical 14 M20 N7 N8 W-2x6 bm None None DF Typical 15 M21 N8 N2 W-2x6 bm None None DF Typical 16 M22 N9 N10 W-2x6 bm None None DF Typical 17 M23 N10 N6 W-2x6 bm None None DF Typical 18 M24 N18 N19 RIGID None None RIGID Typical 19 M25 N18 N20 Wire VBrace None en Steel Typical 20 M26 N18 N21 Wire VBrace None gen Steel Typical Member Advanced Data Label I Release J Release Col-Wall Vert Release T/C OnIv Ph sical Deflection Ratio Options Seismic DR 1 M1 Yes **NA** None 2 M2 BenPIN Yes **NA** None 3 M3 BenPIN Yes **NA** None 4 M4 BenPIN Yes **NA** None 5 M5 BenPIN BenPIN Yes **NA** None 6 M6 BenPIN BenPIN Yes **NA** None 7 M7 BenPIN BenPIN Yes **NA** None 8 M8 BenPIN BenPIN Yes **NA** None 9 M9 BenPIN BenPIN Yes **NA** None 10 M10 BenPIN BenPIN Yes **NA** None 11 M17 Yes **NA** None 12 M18 Yes **NA** None 13 M19 Yes **NA** None 14 M20 Yes **NA** None 15 M21 BenPIN Yes **NA** None 16 M22 Yes **NA** None 17 M23 BenPIN Yes **NA** None 18 M24 BenPIN Yes **NA** None 19 M25 BenPIN BenPIN Tension On[y Yes NA** None 20 M26 BenPIN BenPIN Tension Only Ye's NA** None Hot Rolled Steel Design Parameters No Data to Print... Cold Formed Steel Design Parameters No Data to Print... Wood Design Parameters Label Sha e Length ft let ft le1 ft le-bend to ft K -v K z-z Cr v swa z sway 1 M1 W-2x6 bm 15 Lbyy 2 M2 2X4 8.333 LbVV 3 M3 W-2x6 bm 8.784 2 2 0.8 0.8 4 M4 W-2x6 bm 8.784 2 2 0.8 0.8 5 M5 W-2x4 brace 7.222 6 6 LbVy RISA-3D Version 22 [4984-Exist Truss(8_22_25).r3d] Page 5 Page 15 of 29 Company :Evergreen Engineering,INC 8/25/2025 Designer :snpurpr 5:27:27AM Job Number:4984.0 Checked By: Model Name:Fluid Motion,Inc.Timber Truss Wood Design Parameters(Continued) Label Sha a Length ft let ft le1 ft le-bend top K -v K z-z Cr v swa z sway 6 M6 W-2x4 brace 5.8 LbVy 7 M7 W-2x4 brace 10.015 6.25 6.25 Lbyy MEOW:: 8 M8 W-2x4 brace 10.015 6.25 6.25 Lbyy 9 M9 W-2x4 brace 5.8 Lb 10 M10 W-2x4 brace 7.222 6.25 6.25 Lbvv 11 M17 W-2x6 bm 10 Lb 12 M18 W-2x6 bm 10 Lbvv 13 M19 W-2x6 bm 15 Lb 14 M20 W-2x6 bm 8.784 2 2 0.65 0.65 15 M21 W-2x6 bm 8.784 2 2 0.8 0.8 16 M22 W-2x6 bm 8.784 2 2 0.65 0.65 17 M23 W-2x6 bm 8.784 2 2 0.8 0.8 Concrete Beam Design Parameters No Data to Print... Concrete Column Design Parameters No Data to Print... Aluminum Design Parameters No Data to Print... Stainless Steel Design Parameters No Data to Print... Member RISA Connection Properties No Data to Print... Plate Primary Data No Data to Print... Plate Advanced Data No Data to Print... Solid Primary Data No Data to Print... Wall Panel Data No Data to Print... RISA-3D Version 22 [4984-Exist Truss(8_22_25).r3d] Page 6 Page 16 of 29 Company :Evergreen Engineering,INC 8/25/2025 Designer :snpurpr 5:27:27AM Job Number:4984.0 Checked By: Model Name:Fluid Motion,Inc.Timber Truss Wall Panel Advanced Data No Data to Print... Diaphragms No Data to Print... Node Loads and Enforced Displacements(BLC 4.Lat.Sesmic) Node Label L,D,M Dir i n Mqgjnbdg[(Ib,k-ft, in,rad , Ib's2/ft,Ib`s2*ft 1I N18 L X 26 Node Loads and Enforced Displacements(BLC 5:Vert Seismic) Node Label L,D,M Direction Magnitude Ib,k-ft, in,rad , Ib*s'/ft,Ib*s'*ft 1 N18 L Y -13 Node Loads and Enforced Displacements(BLC 6:Duct DO Node Label L,D,M Direction M ni d Ib,k-ft), in,rad , Ib*sz/ft,Ib*s2*ft 1 N18 L Y -75 Member Point Loads No Data to Print... Wall Panel Point Loads No Data to Print... Diaphragm Point Loads No Data to Print... Member Distributed Loads(BLC 1:Dead Load) Member Lab I Dir tion tart Magnitude Ib/ft,F,ksf,k-ft/ft End Magnitude Ib/ft,F,ksf,k-ft/ft Start Location ft,% End Location ft, 1 M4 Y -20 -20 0 %100 2 M20 Y -20 -20 0 %100 3 M21 Y -20 -20 0 %100 4 M3 Y -20 -20 0 %100 5 M22 Y -20 -20 0 %100 6 M23 Y -20 -20 0 %100 Member Distributed Loads(BLC 2:Roof Live Load) Member Label Direction Start Magnitude Ib/ft,F,ksf,k-ft/ft End Magnitude Ib/ft,F,ksf,k-ft/ft Start Location ft,% End Location ft, 1 M4 Y -40 -40 0 %100 2 M20 Y -40 -40 0 %100 3 M21 Y -40 -40 0 %100 4 M3 Y -40 -40 0 %100 RISA-3D Version 22 [4984-Exist Truss(8_22_25).r3d] Page 7 Page 17 of 29 Company :Evergreen Engineering,INC 8/25/2025 Designer :snpurpr 5:27:27AM Job Number:4984.0 Checked By: Model Name:Fluid Motion,Inc.Timber Truss Member Distributed Loads(BLC 2:Roof Live Load)(Continued) Member Label Direction Start Magnitude Ib/ft,F,ksf,k-ft/ft End Magnitude Ib/ft,F,ksf,k-ft/ft Start Location ft,% End Location ft, 5 M22 Y -40 -40 0 %100 6 M23 Y -40 -40 0 %100 Member Distributed Loads(BLC 3:Snow Load) Member Label Direction Start Magnitude b/ft,F,ksf,k-ft/ft] End Magnitudelb/ft,F,ksf,k-ft/ft Start Location ft,% End Location[(ft, 1 M4 Y -24 -24 0 %100 2 M20 Y -24 -24 0 %100 3 M21 Y -24 -24 0 %100 4 M3 Y -24 -24 0 %100 5 M22 Y -24 -24 0 %100 6 M23 Y -24 -24 0 %100 Wall Panel Distributed Loads No Data to Print... Diaphragm Distributed Loads No Data to Print... Member Area Loads No Data to Print... Plate Surface Loads No Data to Print... Wall Panel Surface Loads No Data to Print... Diaphragm Surface Loads No Data to Print... Basic Load Cases BLQ Qpsgrlipogn a Y r vi No I Di ri 1 Dead Load DL -1 6 2 Roof Live Load RILL 6 3 Snow Load SL 6 4 Lat.Sesmic ELX 1 5 Vert Seismic ELY 1 6 Duct DL 01-1 1 RISA-3D Version 22 [4984-Exist Truss(8_22_25).r3d] Page 8 Page 18 of 29 Company :Evergreen Engineering,INC 8/25/2025 Designer :snpurpr 5:27:27AM Job Number:4984.0 Checked By: Model Name:Fluid Motion,Inc.Timber Truss Moving Loads No Data to Print... Moving Load Patterns No Data to Print... Time History Loads No Data to Print... Load Combinations Descri tion Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 Aloowable Stress-Exiting Condition 2 1.DL Yes Y DL 1 3 3.a DL+LL Yes Y DL 1 RLL 1 4 3.b D+Lr+S Yes Y DL 1 SL 1 5 8.D+0.7Ev+0.7Eh Yes Y DL 1 ELX 0.7 ELY 0.7 6 9.a D+0.525Ev+0.525Eh+0.75S Yes Y DL 1 SL 0.75 ELX 0.525 ELY 0.525 7 9.b D+0.525Ev-0.525Eh+0.75S Yes Y DL 1 SL 0.75 ELX -0.525 ELY 0.525 8 10.a 0.6D-0.7Ev+0.7Eh Yes Y DL 0.6 ELX 0.7 ELY -0.7 9 10.b 0.6D-0.7Ev-0.7Eh Yes Y DL 0.6 ELX -0.7 ELY -0.7 10 Revised Condition 11 1.DL Y DL 1 01-1 1 12 3.a DL+LL Y DL 1 01-1 1 RLL 1 13 3.b D+Lr+S Y DL 1 01-1 1 SL 1 14 8.D+0.7Ev+0.7Eh Y DL 1 01-1 1 ELX 0.7 ELY 0.7 15 9.a D+0.525Ev+0.525Eh+0.75S Y DL 1 01-1 1 SL 0.75 ELX 0.525 ELY 0.525 16 9.b D+0.525Ev-0.525Eh+0.75S Y DL 1 01-1 1 SL 0.75 ELX -0.525 ELY 0.525 17 10.a 0.6D-0.7Ev+0.7Eh Y DL 0.6 01-1 0.6 ELX 0.7 ELY -0.7 18 10.b 0.6D-0.7Ev-0.7Eh Y DL 0.6 01-1 0.6 ELX -0.7 ELY -0.7 Load Combination Design Description CD Service Hot Rolled Cold Formed Wood Concrete Masonry Aluminum Stainless Connection 1 Aloowable Stress-Exiting Condition Yes Yes Yes Yes Yes Yes Yes Yes 2 1.DL 0.9 Yes Yes Yes Yes Yes Yes Yes Yes Yes 3 3.a DL+LL Yes Yes Yes Yes Yes Yes Yes Yes Yes 4 3.b D+Lr+S 1.15 Yes Yes Yes Yes Yes Yes Yes Yes Yes 5 8.D+0.7Ev+0.7Eh 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 6 9.a D+0.525Ev+0.525Eh+0.75S 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 7 9.b D+0.525Ev-0.525Eh+0.75S 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 8 10.a 0.6D-0.7Ev+0.7Eh 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 9 10.b 0.6D-0.7Ev-0.7Eh 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 10 Revised Condition 11 1.DL 0.9 Yes Yes Yes Yes Yes Yes Yes Yes Yes 12 3.a DL+LL Yes Yes Yes Yes Yes Yes Yes Yes Yes 13 3.b D+Lr+S 1.15 Yes Yes Yes Yes Yes Yes Yes Yes Yes 14 8.D+0.7Ev+0.7Eh 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 15 9.a D+0.525Ev+0.525Eh+0.75S 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes RISA-31D Version 22 [4984-Exist Truss(8_22_25).r3d] Page 9 Page 19 of 29 Company :Evergreen Engineering,INC 8/25/2025 Designer :snpurpr 5:27:27AM Job Number:4984.0 Checked By: Model Name:Fluid Motion,Inc.Timber Truss Load Combination Design(Continued) Descri tion CD Service Hot Rolled Cold Formed Wood Concrete Masonry Aluminum Stainless Connection 16 9.b D+0.525Ev-0.525Eh+0.75S 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 17 10.a 0.6D-0.7Ev+0.7Eh 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 18 10.b 0.6D-0.7Ev-0.7Eh 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes RISA-3D Version 22 [4984-Exist Truss(8_22_25).r3d] Page 10 Page 20 of 29 APPENDIX B Code Check - Existing Code Check - Modified Page 21 of 29 Company :Evergreen Engineering,INC 8/25/2025 Designer :aRpVTp r 5:35:10 AM Job Number:4984.0 Checked By: Model Name:Fluid Motion,Inc.Timber Truss Envelope Wood Code Checks Member Sha a Code Check Loc ft LC Shear Check Loc ft Dir LC Fc'rksil Ft'rksil Fb1' ksi Fb2' ksi Fv'fksil RB CL CP E n 1 M1 2X6 0.711 11.563 3 0.042 6.25 v 3 0.035 0.878 1.17 1.3 0.18 20.976 0.9 0.021 3.9-1 2 M2 2X4 0.245 8.333 3 0 8.333 z 9 0.113 1.013 1.468 1.5 0.288 12.472 0.978 0.066 3.9-1 3 M3 2X6 0.884 3.752 3 0.298 8.784 y 3 1.281 0.878 1.293 1.3 0.18 7.659 0.994 0.777 3.9-3 4 M4 2X6 0.735 8.784 3 0.311 8.784 v 3 1.281 0.878 1.252 1.3 0.18 16.052 0.963 0.777 3.9-3 5 M5 2X4 0.755 7.222 3 0.008 7.222 v 2 0.215 1.013 1.473 1.5 0.162 11.611 0.982 0.125 3.6.3 6 M6 2X4 0.07 3.142 3 0.002 5.8 v 2 0.23 1.013 1.48 1.5 0.162 10.405 0.986 0.133 3.9-1 7 M7 2X4 1.179 5.425 3 0.009 10.015 v 2 0.199 1.013 1.478 1.5 0.162 10.801 0.985 0.115 3.9-3 8 M8 2X4 1.184 4.59 3 0.009 10.015 v 2 0.199 1.013 1.478 1.5 0.162 10.801 0.985 0.115 3.9-3 9 M9 2X4 0.07 2.658 3 0.002 5.8y 2 0.23 1.013 1.48 1.5 0.162 10.405 0.986 0.133 3.9-1 10 M 10 2X4 0.818 0 3 0.008 7.222 v 2 0.199 1.013 1.473 1.5 0.162 11.611 0.982 0.115 3.6.3 11 M17 2X6 0.574 0 3 0.022 1 y 3 0.079 0.878 1.241 1.3 0.18 17.127 0.954 0.048 3.9-1 12 M18 2X6 0.557 9.896 3 0.02 0 v 3 0.079 0.878 1.241 1.3 0.18 17.127 0.954 0.048 3.9-1 13 M19 2X6 0.7 4.062 3 0.016 0 y 2 0.035 0.878 1.17 1.3 0.162 20.976 0.9 0.021 3.9-1 14 M20 2X6 0.746 0 3 0.274 0 v 3 1.43 0.878 1.252 1.3 0.18 16.052 0.963 0.867 3.9-3 15 M21 2X6 0.885 5.033 3 0.298 0 y 3 1.281 0.878 1.293 1.3 0.18 7.659 0.994 0.777 3.9-3 16 M22 2X6 0.746 8.784 3 0.274 8.784 v 3 1.43 0.878 1.252 1.3 0.18 16.052 0.963 0.867 3.9-3 17 M23 2X6 0.735 0 3 0.311 0 y 3 1.281 0.878 1.252 1.3 0.18 16.052 0.963 0.777 3.9-3 CODE CHECK - EXITING CONDITION RISA-3D Version 22 [4984-Exist Truss(8_22_25).r3d] Page 1 Page 22 of 29 Company :Evergreen Engineering,INC 8/25/2025 Designer :aRpVTp r 5:36:51 AM Job Number:4984.0 Checked By: Model Name:Fluid Motion,Inc.Timber Truss Envelope Wood Code Checks Member Sha a Code Check Loc ft LC Shear Check Loc ft Dir LC Fc'rksil Ft'rksil Fb1' ksi Fb2' ksi Fv'fksil RB CL CP E n 1 M1 2X6 0.836 9.375 12 0.06 6.25 v 12 0.035 0.878 1.17 1.3 0.18 20.976 0.9 0.021 3.9-1 2 M2 2X4 0.248 8.333 12 0 8.333 z 18 0.113 1.013 1.468 1.5 0.288 12.472 0.978 0.066 3.9-1 3 M3 2X6 0.897 3.752 12 0.298 8.784 y 12 1.281 0.878 1.293 1.3 0.18 7.659 0.994 0.777 3.9-3 4 M4 2X6 0.737 8.784 12 0.311 8.784 v 12 1.281 0.878 1.252 1.3 0.18 16.052 0.963 0.777 3.9-3 5 M5 2X4 0.756 7.222 12 0.008 7.222 v 11 0.215 1.013 1.473 1.5 0.162 11.611 0.982 0.125 3.6.3 6 M6 2X4 0.079 3.142 12 0.002 5.8 v 11 0.23 1.013 1.48 1.5 0.162 10.405 0.986 0.133 3.9-1 7 M7 2X4 1.283 5.425 12 0.009 10.015 v 11 0.199 1.013 1.478 1.5 0.162 10.801 0.985 0.115 3.9-3 8 M8 2X4 1.189 4.59 12 0.009 10.015 v 11 0.199 1.013 1.478 1.5 0.162 10.801 0.985 0.115 3.9-3 9 M9 2X4 0.071 2.658 12 0.002 5.8y 11 0.23 1.013 1.48 1.5 0.162 10.405 0.986 0.133 3.9-1 10 M 10 2X4 0.818 0 12 0.008 7.222 v 11 0.199 1.013 1.473 1.5 0.162 11.611 0.982 0.115 3.6.3 11 M17 2X6 0.526 10 12 0.021 0y 11 0.079 0.878 1.241 1.3 0.162 17.127 0.954 0.048 3.9-1 12 M18 2X6 0.558 8.75 12 0.018 0 v 12 0.079 0.878 1.241 1.3 0.18 17.127 0.954 0.048 3.9-1 13 M19 2X6 0.701 4.219 12 0.017 0 y 11 0.035 0.878 1.17 1.3 0.162 20.976 0.9 0.021 3.9-1 14 M20 2X6 0.749 0 12 0.274 0 v 12 1.43 0.878 1.252 1.3 0.18 16.052 0.963 0.867 3.9-3 15 M21 2X6 0.889 5.033 12 0.298 0 y 12 1.281 0.878 1.293 1.3 0.18 7.659 0.994 0.777 3.9-3 16 M22 2X6 0.752 8.784 12 0.274 8.784 v 12 1.43 0.878 1.252 1.3 0.18 16.052 0.963 0.867 3.9-3 17 M23 2X6 0.736 0 12 0.311 0 y 12 1.281 0.878 1.252 1.3 0.18 16.052 0.963 0.777 3.9-3 CODE CHECK - MODIFIED RISA-3D Version 22 [4984-Exist Truss(8_22_25).r3d] Page 1 Page 23 of 29 APPENDIX C Code Check -Comparison Page 24 of 29 PROJECT: 4984.0 Fluid Motion, Inc. MEMBE STRESS COMPARISON EXISTING ROOF TRUSS (CODE CHECK) ROOF TRUSS (CODE CHECK) with duct support at 6 feet V acin Ratio Member Shape Code Check Loc[ft] LC Shear Check Loc[ft] Dir LC Member Shape Code Check Loc[ft] LC Shear Check Loc[ft] Dir LC increased M8 2X4 1.184 4.59 3 0.009 10.015 y 2 M7 2X4 1.283 5.425 12 0.009 10.015 y 11 1.08 M7 2X4 1.179 5.425 3 0.009 10.015 y 2 M8 2X4 1.189 4.59 12 0.009 10.015 y 11 1.01 M21 2X6 0.885 5.033 3 0.298 0 y 3 M3 2X6 0.897 3.752 12 0.298 8.784 y 12 1.01 M3 2X6 0.884 3.752 3 0.298 8.784 y 3 M21 2X6 0.889 5.033 12 0.298 0 y 12 1.01 M10 2X4 0.818 0 3 0.008 7.222 y 2 M1 2X6 0.836 9.375 12 0.06 6.25 y 12 1.02 M5 2X4 0.755 7.222 3 0.008 7.222 y 2 M10 2X4 0.818 0 12 0.008 7.222 y 11 1.08 M20 2X6 0.746 0 3 0.274 0 y 3 MS 2X4 0.756 7.222 12 0.008 7.222 y 11 1.01 M22 2X6 0.746 8.784 3 0.274 8.784 y 3 M22 2X6 0.752 8.784 12 0.274 8.784 y 12 1.01 M4 2X6 0.735 8.784 3 0.311 8.784 y 3 M20 2X6 0.749 0 12 0.274 0 y 12 1.02 M23 2X6 0.735 0 3 0.311 0 y 3 M4 2X6 0.737 8.784 12 0.311 8.784 y 12 1.00 M1 2X6 0.711 11.563 3 0.042 6.25 y 3 M23 2X6 0.736 0 12 0.311 0 y 12 1.04 M 19 2X6 0.7 4.062 3 0.016 0 y 2 M 19 2X6 0.701 4.219 12 0.017 0 y 11 1.00 M17 2X6 O.S74 0 3 0.022 10 y 3 M18 2X6 O.SS8 8.75 12 0.018 0 y 12 0.97 M18 2X6 O.S57 9.896 3 0.02 0 y 3 M17 2X6 0.526 10 12 0.021 0 y 11 0.94 M2 2X4 0.245 8.333 3 0 8.333 z 4 M2 2X4 0.248 8.333 12 0 8.333 z 18 1.01 M9 2X4 0.07 2.658 3 0.002 1 5.8 y 2 M6 2X4 0.079 3.142 12 0.002 5.8 y 11 1.13 M6 2X4 0.07 3.142 3 0.002 1 5.8 y 2 M9 2X4 0.071 2.658 12 0.002 5.8 y 11 1.01 r, f Page 25 of 29 APPENDIX C Code Check - Comparison Page 26 of 29 PROJECT: 4984.0 Fluid Motion, Inc. MEMBE STRESS COMPARISON EXISTING ROOF TRUSS (CODE CHECK) ROOF TRUSS (CODE CHECK) with duct support at 6 feet V acin Ratio Member Shape Code Check Loc[ft] LC Shear Check Loc[ft] Dir LC Member Shape Code Check Loc[ft] LC Shear Check Loc[ft] Dir LC increased M8 2X4 1.184 4.59 3 0.009 10.015 y 2 M7 2X4 1.283 5.425 12 0.009 10.015 y 11 1.08 M7 2X4 1.179 5.425 3 0.009 10.015 y 2 M8 2X4 1.189 4.59 12 0.009 10.015 y 11 1.01 M21 2X6 0.885 5.033 3 0.298 0 y 3 M3 2X6 0.897 3.752 12 0.298 8.784 y 12 1.01 M3 2X6 0.884 3.752 3 0.298 8.784 y 3 M21 2X6 0.889 5.033 12 0.298 0 y 12 1.01 M10 2X4 0.818 0 3 0.008 7.222 y 2 M1 2X6 0.836 9.375 12 0.06 6.25 y 12 1.02 M5 2X4 0.755 7.222 3 0.008 7.222 y 2 M10 2X4 0.818 0 12 0.008 7.222 y 11 1.08 M20 2X6 0.746 0 3 0.274 0 y 3 MS 2X4 0.756 7.222 12 0.008 7.222 y 11 1.01 M22 2X6 0.746 8.784 3 0.274 8.784 y 3 M22 2X6 0.752 8.784 12 0.274 8.784 y 12 1.01 M4 2X6 0.735 8.784 3 0.311 8.784 y 3 M20 2X6 0.749 0 12 0.274 0 y 12 1.02 M23 2X6 0.735 0 3 0.311 0 y 3 M4 2X6 0.737 8.784 12 0.311 8.784 y 12 1.00 M1 2X6 0.711 11.563 3 0.042 6.25 y 3 M23 2X6 0.736 0 12 0.311 0 y 12 1.04 M 19 2X6 0.7 4.062 3 0.016 0 y 2 M 19 2X6 0.701 4.219 12 0.017 0 y 11 1.00 M17 2X6 O.S74 0 3 0.022 10 y 3 M18 2X6 O.SS8 8.75 12 0.018 0 y 12 0.97 M18 2X6 O.S57 9.896 3 0.02 0 y 3 M17 2X6 0.526 10 12 0.021 0 y 11 0.94 M2 2X4 0.245 8.333 3 0 8.333 z 4 M2 2X4 0.248 8.333 12 0 8.333 z 18 1.01 M9 2X4 0.07 2.658 3 0.002 1 5.8 y 2 M6 2X4 0.079 3.142 12 0.002 5.8 y 11 1.13 M6 2X4 0.07 3.142 3 0.002 1 5.8 y 2 M9 2X4 0.071 2.658 12 0.002 5.8 y 11 1.01 r, f Page 27 of 29 APPENDIX D Proposed Hanger Design Page 28 of 29 NOTES: A. DUCT MAXIMUM HANGER SPACING 10 FEET. B. INSTALL TWO (2)2X6 DF TIMBER BETWEEN TWO ADJACENT BOTTOM CHORDS OF ROOF JOISTS AT THE CENTER LINE OF THE DUCT AS ILLUSTRATED, USING SIMPSON STRONG-TIE HANGER"LUCZ26". INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTION. EXIST 2X6 EXIST 2X6 THE TWO INACCESSIBLE SIDE NAILS MAY BE OMITTED. 1/4"X3"X4" GAL PL 3/8" GALVANIZED ALL TYP 1" (+/- 1/4) THREADED ROD 2, 0„ C. INSTALL THE THE TWO TOP NUTS USING SPRING 2X6 THE LENGTH TO BE FIELD (REF) EXIST TRUSS BOTTOM WASHERS. DETERMINE 6" CHORD �MAX� (2X6 REF) D. ATTACH THE WIRE ROPES TO THE SIDE OF TRUSS BOTTOM CHORD USING 1/4"X1 1/2" LAG SCREWS. BEAM HANGER NOTE D SIMPSON STRONG-TIE LUC26Z 12 3/8" (p ROD �12 3/32 GALVANIZED 7X19 R STRANDED WIRE ROPE galvanized 1"x20GA strap LUC26Z https://www.huyett.com/tssl-046-6000nb ---------------- - ---------------- i City of Arlington 30" DIAMETER SPIRAL Building Department WOUND DUCT APPROVED Kevin Olander- 10/09/2025 No changes authorized unless approved by the Building Official Evergreen Engineering Inc. Atlanta, GA: 404-267-1471 Eugene, OR: 541-484-4771 PROJECT: 4984.0 8/22/2025 Fluid Motion, Inc. Arlington, Washington Page 29 of 29 Permit#: 6748 Permit Date: 09/29/25 Permit Type: COMMERCIAL MECHANICAL Project Name: Fluid Motion LLC building 8 laminations ventilation Applicant Name: Fluid Motion LLC Applicant Address: 17939 59 th Ave NE Applicant, City, State, Zip: Arlington Contact: Dennis Pearson Phone: 4252128136 Email: dennispearson@rangertugs.com Scope of Work: installing ventilation and exhaust for boat manufacturing Valuation: 200000.00 Square Feet: 9000 Number of Stories: 1 Construction Type: 1V Occupancy Group: F-1; Factory Mod. Hazard ID Code: Permit Issued: 10/28/2025 Permit Expires: 04/27/2026 Form Permit Type: COMMERCIAL MECHANICAL Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning LOT 8 TGW EQ&UNDIV INT TRS 994,995,996,997 &998 OF ARL BSP ARLINGTON 31052200403700 17835 59TH AVE NE PLN20110043& ADVANCED 300 INDUSTRIAL/ PWD20110076 REC AFN MANUFACTURING MANUFACTURING 201112205001;BEING A PARK PTN N1/2 SE1/4 OF SD SEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# IRI-Superior Systems 360-466-1234 13576 Bay-Edison CONSTRUCTION COA 600 630 128 Rd CONTRACTOR IRI-Superior Systems 360-466-1234 13576 Bay-Edison CONSTRUCTION L&I INDUSRI101MW Rd CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status C 14. 01/28/2026 MECHANICAL 01/29/2026 01/29/2026 BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 10/06/2025 COMMERCIAL BUILDING Approved MECHANICAL Fees Fee Description Notes Amount Enter 1 if permit is for commercial Web Only-Mechanical Commercial Plan mechanical $1,520.18 Review (Table 4-1) ExhaustNentsNent Fans $60.00 Processing/Technology $25.00 Air Handling Unit $50.00 Ductwork/Dryer Duct $150.00 Total $1,805.18 Attached Letters Date Letter Description 10/28/2025 Building Permit 09/29/2025 Web Form-Building Application Payments Date Paid By Description Payment Type Accepted By Amount 10/06/2025 Fluid Motion 137357 $1,520.18 10/28/2025 Fluid Motion LLC 137873 Hannah Hardwick $285.00 Outstanding Balance $0.00 Notes Date Note Created By: 10/02/2025 Contractor needs COA license prior to issuance.Emailed the applicant the information. Kristin Foster Uploaded Files Date File Name 10/28/2025 29187791-2025 BLD6748 Issued Permit.pdf 10/02/2025 28544236-20250929 BLD6748 Site.pdf 10/02/2025 28544237-20250929 BLD6748 Structural Report.pdf 10/02/2025 28544238-20250929 BLD6748 Plans.pdf 10/02/2025 28544239-20250929 BLD6748 Mech Plans.pdf 10/02/2025 28544240-20250929 BLD6748 Fan Specs.pdf 10/02/2025 28544241-20250929 BLD6748 Application.pdf