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Permit M15-0028 - BOEING #9-101 - DE BULK OVEN - FAN AND DUCTWORK
BOEING #9-1O1 DE BULK OVEN 9725 E MARGINAL WAY S M15-0028 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 0003400018 Permit Number: M15-0028 9725 E MARGINAL WAY S BLDG 9-101 Issue Date: Permit Expires On: Project Name: BOEING #9-101 - DE BULK OVEN 5/12/2015 11/8/2015 Owner: Name: Address: Contact Person: Name: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 CONNIE HARDIN Address: 4600 S 134TH PL, SEATTLE, WA, 98168 Contractor: Name: HOLADAY PARKS, INC. Address: PO BOX 69208 , SEATTLE, WA, 98188 License No: HOLADP1379NO Lender: Name: Address: /11 Phone: (206) 250-4530 Phone: (206) 248-9700 Expiration Date: 9/3/2015 DESCRIPTION OF WORK: INSTALLING 1 FAN AND ASSOCIATED DUCTWORK. Valuation of Work: $43,000.00 Type of Work: NEW Fuel type: ELECT Fees Collected: $755.44 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE,VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Permit Center Authorized Signature:) "VI Le, 4T/Ati Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this developme it and .gree to the con;; ns attached to this permit. Signature: Print Name: 'InVV iQ Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: ***MECHANICAL PERMIT CONDITIONS*** 9: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: This oven installation shall comply with International Fire Code Chapter 30 and NFPA 86. 14: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 19: Extend sprinkler protection to the oven. 12: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 11: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 16: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 17: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL 0702 SMOKE DETECTOR TEST V3Si.0(c) 1'� 9JLL&Dut,f\ CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.eov Mechanical Permit No. 5/ ooae Project No. Date Application Accepted: 613 //3 /15 Date Application Expires: CI%3 115(For office use only)(� MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Ibl Site Address: Ckl20. King Assessor's Tax No.: b?J 1 V b Z I d Tenant Namatr 1 PROPERTY OWNER Name ',� _ 145,§„,i4.,, City S t� CONTACT PERSON — person receiving all project communication Name: 00AM�r Marc%.: Address>K y - /6 an 6 /3 - ?, LJU L"', r'k Ci Statl,; Je� Zip:/_ PhonyOb 2sz(i(-3Fax`7 :'�" jfj ,r.,, O'7(Y� Email: t,i /%I ea 4 w /a a s Suite Number: Floor: New Tenant: ❑ Yes .No MECHANICAL CONTRACTOR INFORMATION Company Name: t (� CeGt-r��. C sw s Q+J Address, L J� ' City: StAte;)t - Zi-"LA 16 �i Phor ZSv gcsoFax:20(0Z i 0 76 Contr Rig No.;4 6 or3,� 06xp Dal /6 Tukwila Business License No.: Valuation of project (contractor's bid price): $_ �I nigh Describe the scope of work in detail: 4- a. soe..A.A. Use: Residential: New ' ❑ Replacement ❑ Commercial: New ❑ Replacement ❑ Fuel Type: Electric ❑ Gas Other: H:Wpplications\Forms-Applications On Line \2011 Applications\Mechanical Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace > l 00k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,75,0,000 btu PERMIT APPLICATION NOTES Value of construction — in all cases,. a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING ! ER 0 ' A Signature: • �•,r. � , Y • Date: I �� t S,�i 1,�t f Print Name: '� 11 i € Lslrcl I A Day Telephone: � aSTO Mailing Address: 4 QOD S r� Sieg2tth (,��„ a.I IQ City State Zip n:Wpplications\Forms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PAID PermitTRAK $882.20 M15-0028 Address: 9725 E MARGINAL WAY S BLDG 9-101 Apn: 0003400018 $755.44 MECHANICAL $726.38 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $548.60 PLAN CHECK FEE R000.322.102.00.00 0.00 $145.28 TECHNOLOGY FEE $29.06 TECHNOLOGY FEE R000.322.900.04.00 0.00 $29.06 PG15-0032 Address: 9725 E MARGINAL WAY S BLDG 9-101 Apn: 0003400018 $126.76 GAS $121.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $65.00 PLAN CHECK FEE R000.322.103.00.00 0.00 $24.38 TECHNOLOGY FEE $4.88 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R4818 R000.322.900.04.00 0.00 $4.88 $882.20 Date Paid: Friday, March 13, 2015 Paid By: CONNIE HARDIN Pay Method: CREDIT CARD 03098G Printed: Friday, March 13, 2015 10:24 AM 1 of 1 CRSYSTEMS Kc, INSPECTION NO. INSPECTION RECORD Retain a copy with permit Nt (5-c6 Lc? PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 kt(- Project: e beefqy /O� Typep,ts e tion Address: M % (�� ��ate Called: Special Instructions: oe,�✓U.(l� o✓ �t l ,A/��t A -A I Date Wanted: tL - (p - 0- a.m. P.m. Requester Phone No Approved per applicable codes. [] Corrections required prior to approval. OMMENTS: 0 i-uxTh‘ Inspector: Date: REINSPECTION E REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Retain a copy with permit INSPECTION RECORD E5 ION NO PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ject: e (1 g(dt/ � Type of Inspection: rA%� Vk A dress: o 41 Z- r �/ tita c vA( tsgyso, Date Gall Special instructions. De,04k, ale A f ,Ati Date Wanted: S -Li -1j a.m. p.m. Rc Ik(e ((ciao' 11(.1 Approved per applicable codes. DCorrections required prior to approval.. Inspector:1 Oate� REIN$PECTION FEE REQUIRED, Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER OQZS /5--S - 031( PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Y 7 2 C C% w S 1r l Q 1 Type of Inspection:/ \ s0 ,..w �- 67(ra Address: Suite # : % -) Z S' &IAA (A) 9 -10 ( Contact Person.. Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /ci Q "" tiftc12. W 421,v ts.\ -- -cc->c1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector _ - 7) 3 Date: S/ 6�, Hrs.: Z _ 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 r- I INC. SMART Mechanical Solutions® Mils- 00ale Project: 9-101 Job #: EQUIPMENT PRE -START & START-UP CHECKLIST BELT DRIVEN FAN Fan Number: EFRF7A Area: Debulk Oven Date: --»`, , Make Model Serial # Design Data 033SE92646-00/00001004 Name Plate Data Greenheck GB-101-4 HP Volts/Phase Full Load Amps (FLA) Design Data Name Plate Data 4-Jan 115 5.8 PRE -START-UP INSPECTION Yes NA Mountings Checked (Shipping Bolts Removed) X Vibration Isolators Installed X Equipment Guards Installed X Pulleys Aligned and Belt Tension Correct X Plenums Clear and Free of Loose Material RECEIVED X Fans Rotate Freely CITY OF TUKWILA x Fans, Motors & Linkages Lubricated JUN 16 2015 X Fire & Balance Dampers Positioned X Electrical Connections Complete PERMIT CtNTER X Disconnect Switch Installed X Overload Heaters in Place (Sized Correctly) X Fan Belts (Qty/Size): (1) AX 45 MTR PF: IMTR EFF: Fan Pulley/Hub: Motor Pulley/Hub START-UP INSPECTION Yes NA Fan Rotation Correct X Electrical Interlocks Verified X Supply Fan Interlock Verified X Vibration & Noise Level Acceptable X MEASURED VALUE Motor Volts L1 121 L2 L3 Motor Amps L1 4.8 L2 L3 Pre -Start -Up By: Aaron Carter Date: 6/16/2015 Start -Up By: Aaron Carter Date: 6/16/2015 Process Systems FILE COPY Permit No. ASC Process Systems 28402 Livingston Ave Valencia, CA USA www.aschome.com FM GLOBAL AND NFPA 86 COMPLIANCE Prepared By: Tao Jiang Date: March 26, 2015 Job # and Description: # 13523 — Boeing Seattle, WA — OV17X51 X9.5-500E-48SP96T INTRODUCTION Provide compliance of Job 13523 oven with NFPA 86 and FM Global Data Sheet 6-9. The following explains the features of the oven that meet the temperature control, electrical heating system, safety ventilation, and explosion venting requirements of NFPA 86 and FM Global Data Sheet 6-9. REFERENCES/ATTACHED DOCUMENTS NFPA 86: Standards for Ovens and Furnaces (2015) FM GLOBAL Data Sheet 6-9: Industrial Ovens and Dryers (July 2014) Customer Approval Drawings for Job 13523 CLASS A FEATURES Temperature Controls CORRECTION LTR#__2= RECEIVED CITY OF TUKWILA APR 2 4 2015 PERMIT CENTER An excess temperature limit interlock is provided to shut off the heating system before the oven's maximum temperature. The excess temperature limit controller is a Honeywell DC120L. (FM 3545 approved) 24VDC (1-36) 2 ( REVItYVED FOR OODE QOMPL APfltOVEI (29-11) • MAY 11 2015 WHT(+j RE (- Oily of Tukwila BUILDING DIVISION INST3200 OVEN HI -LIMIT CONTROLLER -O 90-) 101N)) ❑ i 9 2(GOM) —0 5(t) -e 4(-) 3(NCI3 3210 24t ❑ tLT3210 LP{ — J 5120 7(NO)e—y— — TO PLC INPUT (5-12) 5120 2 CR3230 OVDC (135) 0 m 24C 24C TEMP, HILIMIT NO H( LIMIT OVEN NO HIL)MIT (T-21, 7-22) 2PDT Source: DWG 64084CW, Sheet 3 of 31 emonstrates how the excess temperature controller is hard wired to disable the heating system if the oven exceeds the set temperature limit. OlR AIR FLOP, OK . CR3170.113.17', E%X, AIR FLOW OK OVEN NO Ht LIMIT 7212 I 7213__CI- B� Reeor � oN CRT22,0-1 (]-28; CR3230.1 (3.23) UT AIRFLOW OK E):H. AIR FLOWOIC 722a7221 I I 72£ 0711170.20.17j CR72,1 20-2s OVBN NO HI LIMIT 0- I n23 CR3230-2(i23) - OI:.T_2 T239 tit sq-- o az8 0>. BURN0RB �- OF ].^.afT f{F.\kTE• ]211 cR 6 !� -SS'r1111- AC BURNER A START 16.2C. 31-20)2PU. BURNER BSTART (2-22. 3].2;;12PU`. z•-1CR7230 2f. BURNER Source: DWG 64084CW, Sheet 7 of 31 Form #: 45842 Effective Date: 04/11/2012 Revision: Original Page: 1 of 12 { Process Systems ASC Process Systems 28402 Livingston Ave Valencia, CA USA www.aschome.com Heating System Two natural gas burners (Burner A & Burner B) are used for heating of the oven. Burner manufacture and model number is Maxon OPLE EB40. This oven is indirect gas fired oven. Burners are fired into the stainless steel heat exchangers. The products of combustion do not come in contact with the recirculated air within the work zone. Burner A system Burner A system uses Honeywell ControLinksTM Fuel Air Control System. Honeywell R7999A1005 ControLinksTM controls Honeywell ML7999A2001 Actuators to control fuel and air supply to a burner to maintain optimum combustion throughout its firing rate curve. Both Honeywell R7999A1005 ControLinksTM and Honeywell ML7999 Actuators are FM Approved. Burner A system uses Honeywell RM7800L1012 BURNER CONTROL as Flame Safety Guard. Honeywell RM7800L1012 Relay Module is microprocessor -based integrated burner control for automatically fired gas burner application. It provides automatic burner sequencing, flame supervision, and system status indication. Honeywell RM7800L1012 BURNER CONTROL is FM Approved. The following figure demonstrates the combustion system sequence of operation. LED DISPLAY BURNER OPERATING CONTROLS AND INTERLOCKS FLAME SIGNAL FIRING RATE MOTOR RM7800/RM7840 L/EC7840 L INITIATE PREPURGE PREPURGE PFEP (INITIAL HOLD HOLD 10 SEC. A POWERUP 00 DRIVE TO 00 TIMED 00 DRIVE TO �(4 SEC. IF 0 1 20 ONLY) STANDBY HIGH FIRE PREPURGE LOW FIRE JR1 CLIPPED MFEP 25 RUN 15 OSTPURGE STANDBY • POWER O O Q O • POWER O 0 0 0 • POWER O 0 Q 0 • POWER O PILOT 0 FLAME Q MAIN 0 ALARM • POWER 0 PILOT 0 FLAME 0 MAIN Q ALARM • POWER • PILOT • FLAME Q MAIN Q ALARM • POWER • PILOT • FLAME • MAIN 0 ALARM • POWER Q PILOT • FLAME • MAIN 0 ALARM 0POWER Q Q 0 0 0 a o o o o BURNER/BLOWER MOTOR 10 IGN. 5 SEC. I 10 SEC. IGNJPILOT((e 15 SEC. PILOT () MAIN VALVE (a) LIMITS AND BURNER CONTROLLER CLOSED (L1)TOI(S) INTERLOCK. CHECK LOCKOUT INTERLOCKS CLOSED (o) TO (7) IC PREIGNITION INTERLOCK CLOSED (4)T0(20) I.' Pll (5)TO(19) HIGH FIRE SW. LOW FIRE SW (5)TO\ ) SAFE START CHECK FLAME PROVING SSC SWITCHING CITO 8 CPO 15 ®TO ® MOTOR ACTION 13 TO 14 r ...... _ — ......... Q1 RM7840L1091 HAS A FOUR SECOND MFEP. LS27707 Fig. 3. Typical wiring subbase and sequence for RM78001../40L, EC7840L without enabled Valve Proving. Source: Honeywell RM7800L Relay Module manual Form #: 45842 Revision: Original Effective Date: 04/11/2012 Page: 2 of 12 Process Systems ASC Process Systems 28402 Livingston Ave Valencia, CA USA www.aschome.com The following schematic demonstrates the Honeywell R7999A1005 ControLinksTM and Honeywell RM7800L1012 Relay Module control wiring. IN260A CQNTROL KS 4Ps7T CONTROLLER rR2tgAA,0Ub1 SUR ERASE. (0799SA0950) 2 Ola illy, O VG) 2--a 1161 7 0.2):! 2FAG0 /^�cRa�J50 156 BURNER A. P {'tL.FkM174 ••',,. j COMBUSTION FAIL MVO a (5-17, 27-21)21,6T ova `dW9 B SELECTED) 2AVAc (PY12441 [ --06(24VAc) 9 4dAVYo PURPLE 2--,4AWG a 7 DWI_-, . R56d5 € 246 (P:C?.19) 5 GRAY (24VAC 10 EA -034G) INST26100 G 'NVk{S7oRT @ I AI GONTRDLINKS -0 24,R SYSTEM D:S7.AY (S799301848) B - R4N r ' ' aGtg2 ORG 12 26020 1:81 PY4101A O DM 21121 8LK GAS POS3TVJ97ING 16Q' 24121 YNNTiORG 1 (( �OR2 ACitIAT�7R (tRi7999A2041) , F 14 170^ 186 08140 on; I ,., fl T _ +L _.__. _. _. _.___-ID 9 i CM% fl S 26141 GRN ' 26150 B1EN 1 12 i9tA- f.._ .q OCW u 16 2dli2ii 11191 26170 O.LK 9 9 OR7 PY611t2A 1i 20Q+ GAS PQSITION1NG I1 a FY ACTUATOR 0017, w1CTAORG. l (14-M9A2001) t 9 p62 2T s 18 77i3 261E0 Q4G I.,... 40, ON 26181 GRN 1 5 2:1fl ! I O S .0 ADW i 01 , ; d' w0 I r ,4 L 5 J. "- — (20.26) (26-20y Source: DWG 64084CW, Sheet 26 of 31 Form #: 45842 Effective Date: 04/11/2012 Revision: Original Page: 3 of 12 Process Systems ASC Process Systems 28402 Livingston Ave Valencia, CA USA www.aschome.com 22 21 Z2 21 202 26 27 86 29 2 0 31 32 32 34 37 3)4 HAMNER 9211011A1142 7710202 --T --a xcin,” CR17301 42-23 212201 202320 29290 130 <TPC BURNER A Gum' 4 2- CR72151 (7-21) 7E070 5(fiSEEI 7)61) 15 164901262616 RCTAY 9200211.6 (100021032.-1022I SUR 11A69 017600411 0262 1187 62 BURNER A 70008230 12L0T VALVE OPEN (6-02. 27.221 2PG1 00704)014 • BURNER 42 pam GAS A VALVE 61 f CV, TARA BURNER A PILOT GAS 074217002 20V411242 BuFNER A PILOT GAS VENT VALVE 105 \CR.762IX1 BURNER A FLAME FAIL 27-230 7PDT 24194.42 26273 BIPPNER A 0 -4 A T2#4- 212 t SPARK GENERATOR A 26no HIGH 26510 LJ 57 LOW FIRE HIGHEIRE CVO # MAIN FITEL VA19.126 5710180)7)40043 BURNER A BURNER A KORNER A KURNER .4, NCI NO GGI46.A16 NO HI LOW HIGH FLOAT 20288 MUT ,,,,,,..., GAS 3,3.52 GAS 31383 OK 2 i IF i CR CR CA CR 72E32 2 270052 270252 270952 627-2) (77-61 (27-7) 477,29 2701 TO 018 ANALOG OUTPUT (27-22.22452) 1476, AOR 4201A Awn 4102A TC1-1T-14T—TOTTTTTIT&T.--0.- 3 25302 -GIS 10 002 44- CR226.770 BURNER A IGNITING • 402122MT oCR20210 - --I LA/ AMA h 263 2 1 4691.30W 207411 G.= 20326 CONTINUED .9-4---4-11 ON (26412) 06 29322 - . 6254 (2741) RSIP,NER A ENADASO (5-22, 27-2427P004 070106171.4 qAht DEIGG71311 BURNER A FiRest`, 15-23, 27-2512PDT HORNER A ir71TERLOK04SOR. {5-241 VDT Source: DWG 64084CW, Sheet 26 of 31 Form #: 45842 Effective Date: 04/11/2012 Revision: Original Page: 4 of 12 Process Systems ASC Process Systems 28402 Livingston Ave Valencia, CA USA www.aschome.com NO LOW GAS 26020 (C6097A1061) 0- 26020 10 u 27050 NO HIGH GAS (C6097131077) - 27070 6 N: 54r LOW AIR FLOW 0 (8001111130) ❑ 27090 4 /1 N.O. e OcR27050 r- 26020 —a � LT270�`P LPTT �! — J OCR27070 2— — W2 r- "LT27070 LPL 161 OCR27090 — 26070 r=. "; 1 LT27090 1161 L1T — J BURNER A NO LOW GAS (5-25. 26.25) 2PDT BURNER NO HIGH GAS (5.26, 26.25) 2PDT BURNER A ONE. AIR FLOW OK (5-27, 26.25) 2PDT Source: DWG 64084CW, Sheet 27 of 31 An excess temperature limit interlock is provided to shut off Burner A before the hi -limit temperature. The excess temperature limit controller is a Honeywell DC120L. (FM 3545 approved). The following figure demonstrates how the hi -limit temperature controller is hard wired to disable Burner A if the Burner A heating system exceeds the set temperature limit. 120VAC 9 t � 2 (2636) 17 O 26020 TO PLC INPUT (24-12) INST27010 BURNER 1 HI.L(MIT CONTROLLER 1 YEL(.) RED(-) 9(L) 10;N)0 2(COM) 3(NC)(3- 0 5( ) 4(-) 1(NO)0 NEUT 0 1181 O 0 O rr 27020 26020r;—=7 — LT 27ozo 5130 5130 PTT L---__J —..- TO PLC INPUT (5-13) / ) R27030 (26-38) BURNER A TEMP. HILIMIT BURNER A NO HI LIMIT BURNER A NO HIUMIT (266.25) 2POT Source: DWG 64084CW, Sheet 27 of 31 Burner B system Burner B system uses Honeywell ControLinksTM Fuel Air Control System. Honeywell R7999A1005 ControLinksTM controls Honeywell ML7999A2001 Actuators to control fuel and air supply to a burner to maintain optimum combustion throughout its firing rate curve. Both Honeywell R7999A1005 ControLinksTM and Honeywell ML7999 Actuators are FM Approved. Burner B system uses Honeywell RM7800L1012 BURNER CONTROL as Flame Safety Guard. Honeywell RM7800L1012 Relay Module is microprocessor -based integrated burner control for automatically fired gas burner application. It provides automatic burner sequencing, flame supervision, and system status indication. Honeywell RM7800L1012 BURNER CONTROL is FM Approved. The following figure demonstrates the combustion system sequence of operation Form #: 45842 Effective Date: 04/11/2012 Revision: Original Page: 5 of 12 Process Systems ASC Process Systems 28402 Livingston Ave Valencia, CA USA www.aschome.com LED DISPLAY BURNER OPERATING CONTROLS AND INTERLOCKS FLAME SIGNAL FIRING RATE MOTOR RM7800/RM784011EC7840L INITIATE PREPURGE PREPURGE PFEP (INITIAL HOLD HOLD 10 SEC. & POWERUP 1 oo DRIVE TO C* TIMED l" DRIVE TO MO SEC. IF 0 20 25 STANDBY HIGH FIRE PREPURGE LOW FIRE JRI CUPPED MFEP RUN 00 OSTPURG STANDBY 40 POWER 0 0 0 0 • POWER 0 0 0 0 • POWER Q 0 Q 0 40 POWER 0 PILOT 0 FLAME Q MAIN Q ALARM • POWER 0 PILOT Q FLAME 0 MAIN 0 ALARM 0 POWER IIPILOT • FLAME 0 MAIN 0 ALARM '• POWER • PILOT 0 FLAME • MAIN 0 ALARM . POWER Q PILOT • FLAME • MAIN 0 ALARM 40 POWER Q 0 0 0 • POWER 0 0 0 0 BURNER/BLOWER MOTOR (10 ION. 5 SEC. 10 EEC. (GNJP1LOT(8 15 EEC. PILOT C MAIN VALVE•9) " LIMITS AND BURNER CONTROLLER CLOSED (TO(6) INTERLOCK CHECK LOCKOUTNTERLOCKS CLOSED (6) To (7) IC PREIGNff ION 4TERLOCK CLOSED 4)TO (20) PII (5)TO ( iRRE EW. LOW FIRE SW ()TOS SAFE START CHECK FLAME PROVINGssc SWITCHING ®TO® (1-9)TO (1-5.) c) 8 OM C) MOTOR ACTION --- --- --- - ...„, --... RM7840L1091 HAS A FOUR SECOND MEER 1.42T7i7 Fig. 3. Typical wiring subbase and sequence for RM7800L/40L, EC7840L without enabled Valve Proving. Source: Honeywell RM7800L Relay Module manual Form #: 45842 Effective Date: 04/11/2012 Revision: Original Page: 6 of 12 Process Systems ASC Process Systems 28402 Livingston Ave Valencia, CA USA www.aschome.com The following schematic demonstrates the Honeywell R7999A1005 ControLinksTM and Honeywell RM7800L1012 Relay Module control wiring. INST26555 S 280?D CD11TR0L INKS CONTROLLER (•77S59AtGDS) �.•.�_"..� 1101 bPD• 9e3a*SER C0 U5�1f,}K FlaiNJ (.5a•7a,$3.2 I)7,P'DT :. C•;i3'7999A1OD5) (1.1)1 0 6 2PA20 10) (I-2):,. (ALMA{C+ 05 (F.FL SELECTED) 0 i. C—, 1 R64&5 , ,,�`�r.FE7 ERRl 1 29100 2.4 ;L.JP )NS''4100 G(5N7`TlQUNKS S'1'FTE6) DISPLAY ('795'5U10411) POSITIONING PCSITKPPNG '.'. MI 1181 _+ ta6-zar 70 tit ti2 13 14 15 77 46 So 2iVAC)F'1'a.se rJ to 4VAC 24N^c " L>8(24VAC11 ;0 7 (24VAC CQN1y ©-a (PP1?081 Q 10 G� 33. 1r I 1 2Ht01 (c} —CI 2(A) :,,. Ba �II ,^01n7 AC9. ,1RG 28790 HLK I'r -6DR1 I_ •�ODR2 I }L - L Iyl r I I_�. -.eJ ❑ r (A) PY410t6 ACTUATOR (10.7992A2001) PY4t029 GAS ACTUATOR (R11.7996A2001). eGYP CGY! 15 18iP aR,s, Sn�ti7' 1 i� ❑ I ❑ 2R150 41iG o 1i 28141 GNN 0_ I I ,u� tA�''-. 281 Fi0 ©fii! ill l_�-¢ 0 o 't.3ai- 26(70 BLK .� -I- I I i , L I I 1� F- 3 0DRi 25171 Nadi 1 to ( , 2 2E_ 2S 24 2011m F54) to -1_f i'R781 GRN 2D1:BPo1V 90 i n _ to (21�:�at � Source: DWG 64084CW, Sheet 28 of 31 Form #: 45842 Effective Date: 04/11/2012 Revision: Original Page: 7 of 12 Process Systems ASC Process Systems 28402 Livingston Ave Valencia, CA USA www.aschome.com 120VAC., CZ 0 io o 0-172 NEUT (28-W-: 1P 22 J BURNER RER.T l'5784"42 IN37283243 RELAY MODULE .7/ I:2W _roi 3,,,,,,,i) (11M1.4790£C-1012) CR7249-1 Sub SASE 21 4709 241201 (0780091,105) 2 20 - --fiStRES6T, tlsi ..-- ' ' 0, 22 4 (Li) rThCR29.229 BURNER E, PILOT VALVE OPEN 28310 1 ' \ -,---7- FCV-4,010 4643. 22,-22) 293T BURNE,R e, 23 OE ,4, LI I VALVE NI 11 24 • FCV413 $URNER B PILOT GAS VALVE *7 suRnEn IS _.„,; t 80041100 PILOT GAS :SO 7,3N0 VENT VALVE BURNER B FLAME FAIL (5-32. 29-231 2193T --------0 to oCR262fO 26270 II P41003 BURNER 0 11811 -L. " 124-1- 27 100 CPC 1,1) DENERATOR BURNER B 26 , BUR -NERD START 2 0 260 0 ------- (.----CR2827-3 IGKITING (5-31} 24'DT 4 C94220-1 042) 40 13 29290 BURNERS 28 ENABLED (542, 2E-24) POT W.HIGH FIRE s , FIG to 30 9G-------- 2$3W 0 LOW FE IR 4,1 2[065 _rELUE_A uv„ os BURNERB UV FLAtel In lo, I , t I 1 DETECTOR -3.1 29310 )HF1420C1112 • 12 2VR50 Y YELUO -iIA' j a ' 28129 .- MAIN FM. v4LVF4 214320 CCN7IN1JED 33 II. ON (2941) 53 2E330 , LOW FIRE CND e, 29320 c-L.),R,011 SURNSAS (-5-33, 20-26) 2384 ,.. 00 i 24 BURNER A RuRNERE BURNER a illrauell a ND ND caws. APS ND HI L.0* 144t844 rLOW 50 IMIr 3.1S-1 GAS 3.03 GAS 33133 GR i 3E .. I 7 — 26354 • ...ti0. EIURNER t I I ., I i f.--0 CFt CR CR CR 7301.3-1 .0000-7. 20701 290354 iNTER.LoGKs OK 12341 ;29-5) (29-7) (23-9) (5.34) 284IT 36 r — TO PLC 4'N 24, znat, • ANALOG OUTIVT 37 E# ma ) t22-21E 2240) 11- MIR 84342 241224 410111 2.3100 41028 28201 30 126-.1) MA, Source: DWG 64084CW, Sheet 28 of 31 Form #: 45842 Effective Date: 04/11/2012 Revision: Original Page: 8 of 12 Process Systems ASC Process Systems 28402 Livingston Ave Valencia, CA USA www.aschome.com {CG007A508A) NO0320 GAS {0 71314ti3 23070 e : NO LOW WR FLOW (9911113901 ff0 Ocy tac. 29395 'BURNEA NO LOW GAL. (5-331 25-35) 293T B1INTsfl NO NIGH GAS (6.39. 2 -35) 290T 00332R t3 COMB. AIR ALM ON I6-1.2&55)2FDT Source: DWG 64084CW, Sheet 29 of 31 An excess temperature limit interlock is provided to shut off Burner B before the hi -limit temperature. The excess temperature limit controller is a Honeywell DC120L. (FM 3545 approved). The following figure demonstrates how the hi -limit temperature controller is hard wired to disable Burner B if the Burner B heating system exceeds the set temperature limit. 13G\AC ) TO PLC.' iNS7`0022 BURNER 2 h3 UM13' fiONTS.O LBR I --0 9R.) 101N) �- -© ZOOM} 3MC)(}- NEI)T (29-Y9) INM1 (24,47 1;N0) St40 to 3302(i r—i— — _ _ p �'j 4r �LT2072a 4 k` PTT 149 L — J ro r1G INPUT (5-13} 00R013214 TEMP. TOILIM13 BURNER NO t; urxr BURNER B 3NJ HILIMBf C26.3512FDT Source: DWG 64084CW, Sheet 29 of 31 Form #: 45842 Effective Date: 04/11/2012 Revision: Original Page: 9 of 12 Process Systems ASC Process Systems 28402 Livingston Ave Valencia, CA USA www.aschome.com Safety Ventilation The oven provides safe ventilation through the use of a powered exhaust fan and a recirculation fan. The exhaust fan must expel 1h gallon of solvent per run. The required CFM required for the oven exhaust is: PerNFPA86: 440 Sc * 0.5 gal of solvent * 1.4 * 500F + 460F = 558cfm fm gal of solvent 70F + 460F Per Factory Mutual: 650 scfm * „.5 gal of solvent* 500F + 460F = 589cfm 70F + 460F gal of solvent The powered exhaust fan is a 1 HP blower providing at least 600 cfm (MTR 1500 in DWG 64595). The following is the fan curve for the powered exhaust blower (Twin City Model: 806F JRW). 7 6 Customer: Fan leg: CFI1: 600 Job I): Idoder 0065 JRW SP: 3 in.wg RPM: 2719 TWIN CITY FAN AND BLOWER PERFORMANCE. CURVE SYSTEtgLUBYE, — 1.26 — 1.05 — 0.90 C --0.7SC us — 0.45 m —0.30 0.15 1.5 3.0 4.5 6.0 7.5 9.0 10.5 12.0 CFal (in 100s) BHP: 6.63 Outlet Velnaty..3.003 Density: .. -. 0.075 Corrected tor: Compress60f Inlet Sound Power Octave. Level 1 97 2 95 3 94 C c0 92 6 72 7 ______ 64 in db re 10--" watts 771201s 10:1 Form #: 45842 Revision: Original Effective Date: 04/11/2012 Page: 10 of 12 Process Systems ASC Process Systems 28402 Livingston Ave Valencia, CA USA www.aschome.com Operation of the powered exhaust fan is guaranteed by a contactor relay and a pressure switch on the powered exhaust fan. The following schematic shows the wiring of the powered exhaust fan system. 2 - DB2 DI;; TRIBUTION BLOCK 769A 21 A120U 131200 C1200 14AWG 100S-COW INAT!ON STARTER 140M WOTcf! Hoc PRCTECTO. 'iICOATACTOR- OVERLOAD, 244 515-10 2.1A - LS —1 )— J . O-O' X_. I 11- 9 9 ',v I }- �I IF 7300 J 24CA JlAMS1FA0 A1160 B1150 C1160 14AWG DS1500 a•161 EXHAUST 61161 tot 1i} Ri.OWE.R CI1G1 - "500, 1 HP —iEAWc- 2.1A J 16A Source: DWG 66842PW, Sheet 1 of 4 The next figure shows the powered exhaust fan and its corresponding pressure switch. MTR 1\1500 EXHAUST 1500 Air Proving Pressure Switch 4.0001 _///://///z/zZZ/±2:///aZZ.//' Source: DWG 64595 Safety ventilation is also aided by the recirculating fan. Operation of the fan is proved by a pressure switch is interlocked with the heaters through the PLC. The following figure shows the recirculating fan and its corresponding pressure switch. ///////// Air Proving Pressure Switch Source: DWG: 64505 Form #: 45842 Effective Date: 04/11/2012 Revision: Original Page: 11 of 12 Process Systems Explosion Relief ASC Process Systems 28402 Livingston Ave Valencia, CA USA www.aschome.com Per NFPA 86, Section 5.3.1 case (1), explosion -relief shall not be required for this oven. This oven exterior shell is constructed by 3/16" thick steel plate, reinforced with 4"x4" structural steel tubing frame on the side walls, and 4"x8" structural steel tubing frame on the top ceiling. 4" insulation material is attached to the oven shell for temperature endurance. The overall oven shell construction and door vertical -lift make it unsuitable for the installation of explosion relief. Ref. case (1) below. Per NFPA 86, Section 5.3.1 case (6), explosion -relief shall not be required for this oven. This oven is indirect gas fired oven. Burners are fired into the stainless steel heat exchangers. The products of combustion do not come in contact with the recirculated air within the work zone. The indirect firing system incorporates a single combustion airflow path through the heat exchanger and does not recirculate the products of combustion. Ref. case (6) below. 5.3 Explosion Relief. 5.3.1" Fuel -fired furnaces. and Furnaces that contain flam- mable liquids. gases, or combustible dusts, shall be equipped ttith unobstructed explosion relief for ftecls relieving internal explosion pressures except in the following cases: Explosion relic shall not be tequt.recl on f`tnitaces with shell construction haeing grir in. (4.8 tntu) or heavier steel plate shells reinforced with structural Steel beams and buckstays that support and retain refractory or insulating materials that are required fOr temperature endurance. which makes theta unsuitable for the installation of ex- plosion relief. t_f t.xl,n,atcatt-tt-trer' p.urcn attau',tcrr—t?C'requn-uu pot tt,a- oxygen atmosphere ovens designed and protected in ac- cordance with Section 10.2. x) The requirements for explosion relief shall not apply to 111011E11 toxid;i .ors, (4) The requirements for ei:plosion relief shall nc_tt :apply to Class D furnaces. (5) Explosion -relief panels shall not be required in the work chamber of indirect fired ovens where it is de nonsuated by calculation that the combustible concentration in the ty'nrk chamber cannot exceed 25 percent of the loafer ex- flushc litttit (tl.F.l.) under arty conditions. xplosion eclat fsltall not be required for the combustion chamber of an indirect fired oven that incorporates a single combustion airflow pails tln°()ugh the heat ex- changer and does tort recirculate the products of combustion. CONCLUSIONS/RESULTS/SELECTION Per the previous descriptions, oven 13523 meets the temperature control, heating system, safety ventilation, and explosion venting requirements of NFPA 86 and FM Global Data Sheet 6-9. Form #: 45842 Effective Date: 04/11/2012 Revision: Original Page: 12 of 12 RLE COPY Permit No. BOEING - DEBULK DUCT SUPPORT CALCULATIONS FOR BOEING 9-101 TUKWILLA, WASHINGTON FOR BOEING F uS.P .". TY.Wi w< tr .40 F,u s' / � v 15620 BY : EISI Ltd. CONSULTING ENGINEERS 1900 WEST EMERSON PL. SUITE 200 SEATTLE, WA. 98119 (206) 284-1181 JOB NO. 12-095AN 31-Mar-15 W5ft-migt REVithED FOR CODE COMPLIANCE APPROVED MAY 11 2015 City of Tukwila U1LDING DIVISION CORRECTION 1.-TR# RECEIVED CITY' OF TDKV'WILA APR 0 6 2015 Ps:: rVi:" CENTER consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236. Job No, 12 "°,44Sheet Of Client: ir,a7gf,1C- Pro ject: tetf- Subject: 1 -- ( (270.t c -1 i-•1(� By. Dote: UG1' E\ kk N MEZZANINE I \' W16x31, TYP 3 S661 14 B-LINE B22A, TYP L 3x3x1/4 { STIFFENER • 3/16"0 7x1 SS CABLE 4Bx40 DUCT W21x50 (E) 10'-0" MAX lYP DEBULK OVEN 5/8°0 ROD, TYP S661 ver. 10/01 /13 ANCHORAGE Boeing - Debulk PROJECT: N LC) O O O w- It FY CO M O O 0 O M T T O • M II II II II II II II II O W CD CU vs a . 0. 0. CO CO I) j 0 0 0 ❑. Q- ( CO 13 = CQ.m C CO C C O C U 0 t O n. cd a to so Jo =)1•„0-- ifs C Q 0 S2 .• 0 LI Li -0 00 o • o N O 'O C V CO M N(2O N LC)T❑=0L00Or r• N- .. 1-1-- O CRITERIA: N II U ' C Itis C *� II 11 2)0 !LLM 5.2 II II II (J) CO) N U II O a a W U) L i- 0 8 CU u) III � 0 tY ui O (n E -Q 0) co 0000 0OO 0 0 0 0 ao 0 0 0 0 Ifl N v4- w O O O O 0 Co VI0 tD 0. U) CA M cn .Q -0 • 4 4- 4- ) s 0'N C;U co O MIS- OM I- , co d I- 0 CO O LCj CA cri ll N N C., o as O C.)O N 11.97 Ibs/If to - to If li 11 O N �O o � ter.. Nz '11 `O - 4- 4- c .C) Di BASE SHEAR O N M T T M111 M CY) Cr) C- M cri- T SUPPORT LOADS: SEISMICEQUIP12Ducts: Z N Ln N N O Cb � C) Cb N tU N m r m - CO Ct N (n w 0 tN-- e- C V Z O O X @L) N 0 a. a Q N v OF DUCTS w C gQ7 J 0 z 1 0 0 1"4 M Z Zo U 0 JIt W V w. 2 GO a. 2 I - Debulk Z 0 .0 CI IT O tD X 0)CO Max Lateral Load = Cable size = .0r]0.0 o LI" o O U) L[) it) O) O s- N SEISMICEQUIP12Ducts. TCLC©TM Seismic Bracing CtE) 3 0 :co 0 Fig. 800 - Adjustable Sway Brace Attachment to Steel Size Range: 4" (101.6mm) thru 18" (457.2mm) beam width Material: Steel Function: Seismic brace attachment to steel. Features: This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure connection to steel where drilling and/or welding of brace connection could present structural issues. Installation Instructions: Fig. 800 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a Cooper B-LinefTOLCO transitional attachment, "bracing pipe" and a Cooper B-Line/TOLCO "braced pipe" attachment to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install: Place the Fig. 800 on the steel beam, tighten the cone point set screws on flange until the heads break off. Tighten hex head bolts into clamp body until lock washers are fully flat. Attach other TOLCO transitional attachment fitting, Fig. 909, 910, 980 or 986. Transitional fitting attachment can pivot for adjustment to proper brace angle. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines, Finish: Plain. Contact B-Line for alternative finishes and materials. Order By: Figure number, type number and size number. Part No. 3-1 v800: 80D 800'6: -800-7 Fits Beam Flange Width in. (mm) 4"- 6" i (101.6-152.4) 8"-10" (203.2-254.0) 12"-14" (304.8-355.6) 1417=16" ( .(255:6'405,4)_' 16"-18" (406.4-457.2) Shown with Fig. 980 brace fitting to pipe brace (Across Beam) Component of State of California OSHPD Approved Seismic Restraints System Set Screws & Hardware Included Shown with Fig. 980 brace fitting to pipe brace (Along Beam) Fits Beam Flange Type "Thickness Max, Design Loads (dins) Along Beam AcrossBeam (mm) • ibs.l(kN) Ibs,/(kN) Up to 3/4" (Up to 19.0) 3/4" . to.11/4" (19:0.to:3i.7):: 1265 (5.62) 1265_. (5.62) 2015 (8.96) (8.96) Max. Design Load (FM) Lateral- Parallel to"Stnrctuml Member Longitudinal - Perpendicular to Structural Member 30°-44° 45°-59° 50°-74°. 75°-90° 30°44 45°-59° 60°-74 75°=90° lbs.t(kN) .Ibs./(kN) tbsJ(kN) Ibs:/ikN) lbs./(kN) lbs.((kN) lbs./(kN) Ibsi(kN) 1430 1 1970 1980 NR (6.36) (8.76) r (8.81) (NR) NR NR NR a.. NR (NR) (NR) ; (NR) 1 (NR) 930 ; 1310 j 1610 1800 (4.13) (5.82) ! (7.16) (8.00) NR NR:'; ., NR '. (NA) . (NEI) (NR) NR (NR). Eaton's 8-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. 8-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from 8-Line's warranty, Eaton's B-tine Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. -Line M-11 Afl dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 173 Pipe Hangers & Supports v DOUBLE STRUT BEAM ver 6/11/14 PROJECT: Boeing - Debulk MEMBER: Buct Support EISI, Ltd. CONSULTING ENGINEERS 2-Oct-14 JOB NO. 12-095AN PAGE NO. SPAN = 7.5 ft. CONC. LOAD, P = `: <028: kips UNSUPPORTED LENGTH = 7.5 ft. UNFIORM LOAD, U = 0.003 kips/ft MEMBER PROPERTIES: a = 3.75 ft A = 1.124 in"2 M = 0.54 ft-kips Sy = 0.5905 in^3 R = 0.15 kips ry = 0.6530 in Sx = 0.5989 inn rx = 0.9310 in Fy = 42 ksi E = 29000 ksi G = 11300 ksi Cb = 1 t = 0.1046 in d = 3.25 in b = 1.625 in br = 0.23 in dr= 0.27 in k= 1 xo= Din C3.1.2.4 Me=Cb*ro*A*(fey*ft)^,5 fe = 3.14^2*E/(k*Ur)^2 fex = 30.60 ksi fey = 15.05 ksi C3.1.2.9 ft = 1/(A*ro^2)*(G*J+3.14"2*E*CwI(k*L)^2) J=1/3*sum(bi*ti^3) J = 0.0045 ro = 1.14 Cw = t*b^2/24*(8*bi^3) from Roark Table 21 #5 Cw = 0.324 C3.1.2.2 ft= Me= My= 42.71 32.41 in -kips 25.15 in -kips for Me > 0.5My Mc = My*(1-My/(4*Me)) Mc = 20.27 in -kips Ma = Mc/1.67 Ma = 1.01 ft-kips MAX. ALLOWABLE M = 1.01 ft-kips O.K. for Me < 0.5My Mc = Me Mc = Ma = 32.41. in -kips 1.62 ft-kips Or Sr = M*12/21.6 = 0.30 in^3 USE: L3x3x3/16 Ss = 0.433 in"3 Dbl Strut Bm (2) oLU �Z (0 0- 0 — ANCHORAGE Boeing - Debulk Exhaust Hood J Z cn o . o c C9 ❑ 0 X00 co" 0 0 U U co r M � SEISMICEQUIP1 2Ducts. ver. 10/01/13 Min. Round Duct( at 6 sf) ° C> 0Cr) T r T O Cr) O N .T co a a 0 U -� I,...O cri CO IA T ..� N LC) T ray Q T...M a 1T Q_ O p O 1 • O ('� M O' CO CO N r ch 1— T r O S �COrIPT as aM to C r r r r r e- (4 a� , w CD v T c? a) Cr) CD • x i� f - 1- I- 1 � � - � v- }� LL d ® m CO N CO O 10 ✓ 1..... r T r • r N O g . . J ® I I corn as _ (9 U) ' - tic U II II .�U ( L c*.,) CO 11 II 11 z (n I.L. Cf) CO 0 U N • �n N Q (a sY � 60 'cn E to .6 O) 0`� 0 • v co O WI ra F_ re CO a. U O o CO r T C O O (O N O t O Q. Q_ N ca N ▪ N I .Q .0 .0 0000 . 0 0 0 O O O O O o O o 4 4- w- U1 CI) COU) ▪ IT)(gyp N S) Q Q .0 .Q 10 O O p O O O O 0 O p O O U ❑ 0 O 0 O O O O O O O O O o O o 11 w O t 0 v_. _ 4-. 4- N N N U) • .0 Ll .a .Q 1� d to (0 O CO CO Od ([)COO 0N(N x O - (N c 4- p 0 o - 4- 4. CO CO CO Q .0 .0 O O O CA N T T r N- CO SUPPORT LOADS: SEISMICEQUlP12Ducts. consulting engineers,, 1900 W Emerson Place 1200 Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 Job No.(1°'"345 41 Sheet Client: ?G11. 42 Of Project: DV-A.A., Subject: i ,,Q ce.0 \C By. Date: +mwf ? L)ppdrp Lo4r5. 4 '0)(4.4 N\. • Est 2 tic— fir \ 6.1i t. L vr_, i Pore • i low 1 eisi r eisi CONSULTING ENGINEERS Beam Capacity Ver. 11-9-07 PAGE AISC 9th ed. JOB NO. 12-0.95AN PROJECT: Boeing - Debulk BY: DLC ITEM: Roof Puriin @ Exhaust Hood 10/16/2014 Span: L = 16 ft. Unbraced Length, Lb = 16 ft. Uniform Load: Trib., ft psf DL = 5.5 10 55 Ibs/ft LL = 5.5 25 138 Ibs/ft TL = 193 Ibs/ft M= 6.16 ft-kips Concentrated Load: P1 a2 JP2 P1 DL = 0.00 kips P2 .0.00 al I b1 LL = 0.60 kips 0.00 J L I TL = 0.60 kips 0.00 R1 R2 al = 4.00 ft. a2= 16.00 ft. Mc = 1.80 ft-kips Try Beam: W12x22 for I/rt> 131 (Fy = 50ksi): 119(Fy=36ksi) ix = 156 in^4 ly = 4.66 I/rt = 188 Sx = 25.4 in^3(213-Fy*(I/rt)^2/(1530000*Cb))*Fy = -6.00 ksi F1-6 d/af 7.19 Fb =170000*Cb/(I/rt)^2 = 4.80 ksi F1-7 rt= 1.02 Fb = 12000/(d/af)/Lb = 8.69 FI -8 Cb = 1 Fb max = .66*Fy = 23.76 ksi Fy = 36 ksi Use: Fb = 8.69 ksi c= 3.66 Ma = 18.39 ft-kips Sy = 2.31 in^3 R1 = 1.69 kips R2 = 1.99 kips M= 7.96 ft-kips O.K. fb = 3.76 ksi 0.43 Unif.Defl = 0.0627 in. LL Defl = 0.04 in. LL/L = 4284 TL/L = 3060 Conc. Defl = 0.01 in. LL Defl = 0.01 in. W/ Conc. Load Total Deft = 0.0758 in. TUDef = 2533 LL Defl = 0.06 in. TL UDefl = 0.06 LL UDefl = 3317 cf-12 F �t C is p ��y 5�J 1 ( Ok Beam SEISMIC ANCHORAGE OF EQUIPMENT PROJECT: CRITERIA: Ss = Fa = Seis. Design Cat. Occ. Cat. Site Class Sms =Fa*Ss Sds =2/3*Sms Vib. Isolation Ip = ap = Rp = Working Stress Factor, a = Equipment: 42" Duct Equipment: Wp= Stand ht = C.G., x = b= 1= z= h= Boeing.Debulk 2012 IBC/ASCE 7-10 0.691 1.135 D 11 D 0.78 0.525 1.00 1 2.5 2.5 1.4 Figure 1613.3.1(1), pg 368 Table 1613.3.3(1), pg 366 Table 11.6-1 pg 67 Table 1.5-1, pg 2 Table 11.8-1, pg 68 11.4.1, pg 65 11.4-3, pg 65 Table 13.6-1, footnote b 13.1.3, pg 143 Table 13.6-1 or 13.5-1, pg 117 (for equipment, pg 117 or pg 120) 4 no. of anchor points 1051 Ib.s (unit weight) 0 in. 54 in. 42 in. (width) 42 in. 1 ft/ Floor above grade 1 ft/Roof Stand Wt. = Added Moment = BASE SHEAR FOR ANCHOR BOLTS (allowable stress design Toads) (13.3-2) Fp(MAX) = 1.6*Sds*Ip*Wp/a(working stress) (13.3-3) Fp(MIN) = .3*Sds*Ip*Wp/a (13.3-1) Fp =(.4*ap*Sds*Ip/Rp)(1+2*z/h)*Wp/a Rp = 2.5 (13.3-1) Fpv =.2*Sds*Wp*Ip/a MAX A. B, TENSION LOAD DIAGONAL (for anchors) No of Anchors(Legs), N = 4 Mo = (Fp*x)+Vp*b/2 27219 in.-lbs Angle = 0.785 radians or 45.00 degrees Arm = 59.40 in Diagonal Tension = Mo/Arm/n .6*Wp/N/n +Fpv/N = 320 lbs 721 Ibs OR Orthogonal Tension = Mo/b/2 -.6* Wp/N+Fpn/N = 186 Ibs 587 lbs eisi CONSULTING ENGINEERS ver. 08/27/07 0 Ibs 0 in-tbs 631 Ibs 118 Ibs 473 Ibs 79 Ibs No. of Bolts/Anchor, n h ht 16-Oct-14 PAGE 1 JOB NO. 12-095AN Fv Wp Total W = 1051 Ibs or rigid Non -Building Sructure 1 Fp = 473 Ibs Coef = 0.450 Ibb = 1764 Tb=Mo*b/2/Ibb*cos= 229 Ibs III = 1764 TI=Mo*I/2/III*sin= 229 tbs TENSION/BOLT COMPRESSION TENSION/BOLT COMPRESSION SEISMICEQUIP12 WIND PROJECT: CRITERIA: Risk Cat. Velocity = Exposure = Height = G= Cf = Roof Top, G*Cr= FS = eisi CONSULTING ENGINEERS Boeing Debulk 11 110 C 30 0.85 0.8 1.9 1.6 16-Oct-14 PAGE 2 JOB NO. 12-095AN 2012 1BCIASCE 7-10 qz = ps*Kz*G*CrKd = EQUIPMENT Wind Area: w= 1 h= 42" Duct 3.5 ft 3.5 ft 9ft Wind Load(trans) = Wind Load(Long) = Table 1.5-1, pg 2 mph Sec 26-7, pg 246 ft pg 254, section 26.9 Fig. 29-, pg 312 par 29.5.1, h > 60 then f = 1.0 othewise f = 1.9, pg 308 37.26 psf DL/Side = 526 Ibs 1174 Ibs 1174 Ibs ps = 30.98 psf Kz = 0.98 table 28.3-1, pg 299 Kd = 0.95 table 26.6-1, pg 250 USE:. 37.26 psf Seismic Fp = WS Seismic Fp = Wind Controls, Fp = WS Wind Fp = 663 Ibs 473 lbs 1174 lbs 734 Ibs SEISMICEQUIP12 consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 Job No.ti°1;14C11-0 Sheet Of Client: Project: Subject: fw4:114,07f q601 By Date: iJ4 ifi2P0(21' Lot 1 - \Act -4- 124 yc t1ev-4 WtdP. q cl,o5 to, glif/A.C.,7r1 o rJ 5 (---1---4.-74„ (--6°* 44 ,r"j 1,0g> /4--‘51 17.00 A ,401 TIP 44 \tt (lc'. e- 5c:•" • PAIL.4.90 .211. c' L:4-rc kei„ 40 (1-, 4 11.:Vve,4 43—> Ltp fr- PC (1.14, <7 • It) ) 2, 4 ,v401,1-c) 11,1i /0, c'vt (0 541 ct. 111 ‘:"t 01C, eisi SEISMIC ANCHORAGE OF EQUIPMENT PROJECT: Boeing - Debulk CRITERIA: 2012 IBC/ASCE 7-10 Ss = 1.516 Figure 1613.3.1(1), pg 368 Fa = 1 Table 1613.3.3(1), pg 366 Seis. Design Cat. D Table 11.6-1 pg 67 Occ. Cat. II Table 1.5-1, pg 2 Site Class D Table 11.8-1, pg 68 Sms =Fa*Ss 1.52 11,4.1, pg 65 Sds =2/3*Sms 1.016 11.4-3, pg 65 Mb. Isolation 2.00 Table 13.6-1, footnote b Ip= 1 13.1.3,pg143 ap = 2.5 Table 13.6-1 or 13.5-1, pg 117 Rp = 6 (for equipment, pg 117 or pg 120) Working Stress Factor, a = 1.4 CONSULTING ENGINEERS ver. 08/27/07 29-Sep-14 PAGE 1 JOB NO. 12-095AN h Equipment: Duct ht Equipment: 4 no. of anchor points Wp = 400 Ib.s (unit weight) Stand Wt. = 0 Ibs Stand ht = 0 in. Added Moment = 0 in-tbs C.G., x = 58 in. b = 42 in. (width) I = 42 in. z = 1 ft/ Floor above grade h = 1 fl/Roof BASE SHEAR FOR ANCHOR BOLTS (allowable stress design Ioads1 (13.3-2) Fp(MAX) = 1.6*Sds*Ip*Wp/a(working stress) 464 lbs (13.3-3) Fp(MIN) _ .3*Sds*Ip*Wp/a 174 Ibs (13.3-1) Fp =(.4*ap*Sds*Ip/Rp)(1+2*z/h)*Wp/a Rp = 6 290 fbs (13.3-1) Fpv =.2*Sds*Wp*lp/a 58 Ibs MAX A. B. TENSION LOAD P. DIAGONAL (for anchors) No of Anchors(Legs), N = 4 No. of Bolts/Anchor, n = 1 Fp = 290 Ibs Mo = (Fp*x)+Vp*b/2 18051 in.-lbs Coef = 0.726 Angle = 0.785 radians or 45.00 degrees Ibb = 1764 Tb =Mo*b/2/1bb*cos= 152 lbs Arm = 59.40 in III = 1764 TI =Mo*1/2/Iil*sin= 152 Ibs Diagonal Tension = Mo/Arm/n - .6*Wp/N/n +Fpv/N = 258 Ibs TENSION/BOLT 404 Ibs COMPRESSION Fv FP �Cg Wp Total W = 400 Ibs or rigid Non -Building Sructure OR Orthogonal Tension = Mo/b12 -.6* Wp/N+Fpn/N = 169 Ibs TENSION/BOLT 315 Ibs COMPRESSION OTM: ASD (for equipment) Fp=(.4*ap*Sds*ip/Rp)(1+2*z/h)*Wp/1.4 for ASD 290 lbs USE Fp = Fp(MIN) = .3*Sds*Ip*Wp/a 174 Ibs Coef = (13.3-1) Fpv =.2*Sds*Wp*Ip/'1.4 58 Ibs Orthogonal Mo = Fp*x + Fpv*b/2 18051 in.-lbs .6Mr= (.6*Wp-Fvp)*b/2 3821 in.-Ibs F.S. _ .6*Mr/Mo 0.21 < 1.0, ADD HOLD-DOWN ANCHORS UPL = (Mo-.6*Mr)/b/2 = 169 Ibs Uplift/Leg THRUST = (Mo)/b/2+Wp/N = 315 Ibs/Leg Mo/b/2 = 215 Diagonal UPL = (Mo-.6*Mr)/arm = 240 Ibs Uplift/Leg THRUST = (Mo)/arm/2+Wp/N = 315 lbs/Leg Mo/arm = 304 290 Ibs 0.726 SEDSMICEQU1P12 WIND PROJECT: CRITERIA: Risk Cat. = Velocity = Exposure = Height = G= Cf = Roof Top, G*Cr= FS = Boeing - Debulk 2012 IBC/ASCE 7-10 11 Table 1.5-1, pg 2 110 mph C Sec 26-7, pg 246 30 ft 0.85 pg 254, section 26.9 0.8 Fig. 29-, pg 312 1.9 par 29.5.1, h > 60 then f = 1.0 1.6 qz = ps*Kz*G*Cf*Kd = EQUIPMENT Duct Wind Area: w= 4.33ft 1= 4.33ft h = 9ft Wind Load(trans) = Wind Load(Long, 37.26 psf DL/Side = 200 Ibs 1452 Ibs 1452 Ibs gcbt41 eisi CONSULTING ENGINEERS 29-Sep-14 PAGE 2 JOB NO. 12-095AN ps = 30.98 psf Kz = 0.98 table 28.3-1, pg 299 Kd = 0.95 table 26.6-1, pg 250 othewise f = 1.9, pg 308 USE: 37.26 psf Seismic Fp = WS Seismic Fp = Wind Controls, Fp = WS Wind Fp = rate 406 Ibs 290 Ibs 1452 Ibs 908 Ibs SEISMICEQUIP12 Job Nole'VAA4.\--) Sheet ir CI Of Client: kfli)D -614 P44, Project: trX/120,„AA6° Subject: By: Date: EMI consulting engineers 1900 W Emerson Place 1200 Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 fa 2q eLA 4/ 44- s i-t t of. A-; , (2 a t-C7i 4i-00 Ae,vil 0'4 e Co • C)6 " FILE COPY HSTAB Debulk Oven Facility Mods permit NovPage 1 W1943174 Section 23 30 00 September 5 2014 HVAC Air Distribution PARTI GENERAL 1.01 WORK INCLUDED A. Duct Systems B. Plenums, Casings and Equipment C. Hangers and Supports D. -.Hardware and Accessories E. Grilles, Register and Diffusers F. Roof Caps G. Air Duct Cleaning H. Seismic protection of ductwork 1.02 REQUIRED SUBMITTAL DATA A. Grilles, Register and Diffusers B. Roof Caps C. Drawing indicating seismic protection requirements of ductwor Pressure Testing Agenda, Blower Certification and Test Resul RECEIVED CITY OF TUKW.. IL APR 0 6 2015 PERMIT CE :ORRECTI4N A. Comply with the current editions of the following standards unless specified or indicated otherwise: 1. ASHRAE Guide Equipment Volume: Duct Construction, Chapter 1 2. "SMACNA HVAC Duct Construction Standards" 3. "SMACNA Industrial Duct Construction Standards" 4. "SMACNA Fire Damper and Heat Stop Guide for Air Handling Systems" 5. "SMACNA Seismic Restraint Manual - Guidelines for Mechanical Systems" 6. NFPA-90A 7. NFPA-90B r:,..... NFPA-96 9: Washington State Energy_Code Commercial Provisions, latest adopted emersion'" 10. Insulation shall comply with UL 181 and NFPA 90A 11. All electrical components shall be UL listed and installed in accordance with the National Electric Code. 12. Attachments to the ceiling system shall be in accordance with.. �C- 13. The entire assembly of all electrically -driven devices (including air terminal units) shall be UL or ETL listed. 14. ASTM A525 — Steel Sheet, Zince- Coated (Galvanized) by the Hot- Dip Process. 1.04 RELATED WORK A. All portions of specification Division 1 apply to this work. B. All portions of specification section 23 05 00 apply to this work. 23 30 00-1 FSi consulting engineers MI5- cb951; HSTAB Debulk Oven Facility Mods W1943174 September 5 2014 Page 2 Section 23 30 00 HVAC Air Distribution C. Additional sections of the mechanical specifications may be required to provide a fully functional system. Refer to the specifications index. PART II PRODUCT and FABRICATION 2.01 DUCT AND PLENUM MATERIAL A. For material, gauges, fabrication and installation, select from the SMACNA options that will result in a composite assembly that will be serviceable within the following criteria: 1 Systems without terminal boxes: a. Supply duct systems use 1-inch w.g. basis of compliance. 2. Exhaust duct systems use 1/2-inch w.g. negative basis of compliance 3. High Temperature (500 °F) exhaust duct systems use 1/2-inch w.g. negative basis of compliance B. G-90 coated galvanized steel of lock forming grade ASTM A-525 and A-527, unless indicated on the drawings or specified otherwise. C. Provide spiral seam duct for all round and flat oval ducts, manufactured by United - McGill, Mitco, Sheet Metal Products Co., or local manufacturer with more than 5 years experience in producing round and flat oval spiral duct of similar size as required on this project. D. Duct sealant shall be no/low VOC vinyl acetate water based duct sealer; Ductmate PROseal, Ductmate FIBERseal, or approved equal. E. High Temperature duct sealant shall be no/low VOC water based duct sealer, McGill Uni-Extreme, or approved equal. 2.02 HVAC DUCT CONSTRUCTION STANDARDS A. Comply with "SMACNA HVAC Duct Construction Standards" and with the following exceptions, selections or deviations. B. Fittings: 1. Square throat elbows in rectangular ducts shall have double wall, airfoil type, turning vanes with positive attachment to the side rails. "Tabbed" or „dimpled" Side' rail attachment is not permtite�dr: a. Factory fabricated, double wall, airfoil type vanes. Aero-Dyne "H-E- P", or equal. 2. Where space allows, elbows in rectangular ducts may be full throat elbow type. For velocities 1500 fpm and higher, use 1.5 radius. For velocities lower than 1500 fpm, use 1 radius. 3. Do not use straight tap for branch connections in rectangular duct. 4. Round branch connection to rectangular ducts shall be notch spin -in type. Dovetail joints for round branch connection to rectangular ducts are an acceptable option for round taps for flexible connections to diffusers and grilles. 5. Do not use adjustable type elbows in duct systems upstream of terminal boxes and in systems operating greater than .5" positive or negative pressure. 6. Provide conical fittings in supply duct systems upstream of terminal boxes. 90 degree tee with oval to round tap may be used. C. Flexible Connections: 23 30 00-2 FSi consulting engineers HSTAB Debulk Oven Facility Mods Page 3 W1943174 Section 23 30 00 September 5 2014 HVAC Air Distribution 1. Provide at duct connections to fan inlets and outlets, minimum clear length of 8-inch. 2. Duro-Dyne "DDFDC", Ventfabrics "Ventglas", or equal. D. Hanging and Supporting System: 1. Do not use powder actuated fastening devices. Use steel expanding concrete anchors placed in drilled holes, Red -Head, Phillips Anchors or equal. 2. Select upper attachments using a safety factor of 5. 3. Do not penetrate duct with screws. 4. Exposed duct in finished spaces: a. Rectangular and flat oval ducts provide trapeze hangers with minimum 3/8-inch electro galvanized threaded rod and angle iron or Unistrut channel. b. Round ducts provide 1-inch by 16-gauge split rings with minimum 3/8-inch electro galvanized threaded rod. 5. Install ducts so that the ducts and hangers do not touch moving equipment or equipment supports, conduit or piping subject to vibration. 2.03 MISCELLANEOUS A. Wall Openings: 1. Seal space around ducts where ducts pass through walls, ceilings or floors. 2. Densely pack void space with loose fill fiberglass Insulation. install galvanized iron frame at each side of opening to cover edges of duct openings. B. Pressure Testing: 1. Leakage not to exceed 10 percent of the total design air flow when tested under a pressure of 1.5 times the working pressure. When partial sections of the duct system are tested, the summation of the leakage for all sections not to exceed the total allowable leakage. 2. Test method in accordance with 'SMACNA' manual for the Balancing and Adjustment of Air Distribution Systems." 3. Notify Engineer at least 24-hours in advance of test. 2.04 GRAVITY VENTILATOR A. General Description: 1. Ventilator is low silhouette for intake applications with natural gravity or negative pressure system 2. Selection based on non -ducted applications 3. Intake units with throat widths through 42 inches are ship assembled when throat lengths do not exceed 84 inches 4. Each fan shall bear a permanently affixed manufacture's nameplate containing the model number and individual serial number B. Hood and Base: 1. Material Type: Aluminum 2. Hood Constructed of precision formed, arched panels with interlocking seams 3. Vertical end panels are fully locked into hood end panels 23 30 00-3 FSi consulting engineers HSTAB Debulk Oven Facility Mods Page 4 W1943174 Section 23 30 00 September 5 2014 HVAC Air Distribution 4. Base height is standard of 5 inches 5. Curb cap is six inches larger then throat size 6. Curb cap has pre -punched mounting holes for installation C. Birdscreen: 1. Constructed of % inch Aluminum mesh 2. Mounted horizontally across the intake area of the hood D. Hood Support: 1. Constructed of galvanized steel and fastened so the hood can either be removed completely from the base or hinged open E. Options/Accessories: 1. Roof Curbs: a. Type: GPIP b. Mounted onto roof with fan c. Material: Aluminum d. Insulation thickness: 1 2. Curb Seal: a. Rubber seal between fan and the roof curb 3. Dampers: a. Type: Gravity b. Prevents outside air from entering back into the building when fan is off c. Balanced for minimal resistance to flow d. Galvanized frames with prepunched mounting holes 4. Finishes: a. Type: None 5. Tie -Down Points: a. Four aluminum brackets located on hood supports, secures fan in heavy wind applications 2.05 AIR DUCT CLEANING A. Thoroughly clean duct systems including plenums, fans and coils, after systems are complete and before the project is balanced. B. Execution: 1. Perform cleaning with equipment utilizing compressed air for loosening and dislodging the dirt and power vacuum systems for collecting the dirt in the systems. 2. Provide access panels so the duct cleaning equipment can reach all portions of the ductwork to be cleaned. 3. Take care not to damage in any way duct lining and plenum lining. Replace damaged lining. 4. Submit a letter to the Boeing Construction Manager certifying that systems have been completely cleaned. C. Provide power vacuum and air blast method by Ventilation Power Cleaning, Inc. (206 634-2750), Innovative Vacuum Services, Inc. (Innovac), or approved equal. 3.01 INSTALLATION A. Route ductwork to avoid interference with structure, ceiling supports and framing, lights and work of other trades. Provide offsets as required. B. Ductwork in General: 23 30 00-4 FSi consulting engineers HSTAB Debulk Oven Facility Mods W1943174 September 5 2014 Page 5 Section 23 30 00 HVAC Air Distribution 1. Elbows: a. Supply Ducts: Standard radius elbows per SMACNA Standards. Square elbows with vanes are allowed only where indicated. b. Exhaust Ducts: Minimum elbow radius equal to 1/2 duct width. Square corner elbows allowed only where indicated. 2. Round or Flat Oval Ducts: Spiral seam ducts as specified. 3. Duct Collars: Provide where exposed ductwork passes through walls, slabs or ceilings. 4. Seams: Formed and sealed per SMACNA recommendations for 10 percent maximum leakage; standing seams are not acceptable on ducts other than plenums. 5. Joints: Formed and sealed per SMACNA recommendations for 10 percent maximum leakage; Ductmate system or equivalent. Field fabricated joints are not allowed. C. Provide steel angle framing on 18-inch centers to support plenums and large ducts. Fasten lapped type seams to framing on 4-inch centers or standing type seams to framing on 12-inch centers. Provide supplementary bracing on horizontal surfaces to prevent deformation under system operating and "upset" pressures. Fasten sheetmetal to backing with steel screws. D. Plenums: Provide horizontal structural support members for plenum floor, except where indicated for General Contractor installation on Structural drawings. E. Duct and Plenum Sealing 1. Seam and Joint Construction: Fill sheetmetal seams and joints with fire - retardant mastic prior to their assembly; construct seams and joints to retain mastic after assembly. 2. Application of sealant: Brush, trowel, or otherwise spread sealant to all transverse and longitudinal ductwork seams and joints, except longitudinal Pittsburgh and grooved seams. Comply with sealant manufacturer's recommendations. Clean ductwork surface before application. Do not apply sealant to damp or wet duct surfaces. Reapply sealant to all duct seams where adhesion is incomplete, or as directed. 3 Sealing Around Filters: Seal between the base of the filter casing and the floor surfaces with a polysulphide base mastic. Seal filter casing to walls with sheetmetal. 4. Pipe Penetrations: Seal per Figure 6-10, SMACNA HVAC Duct Construction Standards, 1985. 5. Flexible Connections at Fans: Provide flexible connections to connecting ductwork at fans and at air handling units with non -internal spring isolated fans and at other locations as indicated. Install flexible materials, with sufficient slack to permit 2-inches of horizontal or vertical movement of the fan or air handling unit, without stretching the flexible fabric. Support ductwork at flexible connection from the building structure. F. Remove construction debris and dirt in ducts and plenum interiors at end of work; no additional cost to the Owner. G. Mitered Ducts and Fittings: Use radius ells and connections. H. Adjustable or pleated elbows shall not be used. 1/2-inch mesh galvanized wire bird screen to protects all openings to the outside air including but not limited to air intakes, exhaust fan outlets, and relief openings. 23 30 00-5 FSi consulting engineers HSTAB Debulk Oven Facility Mods W1943174 September 5 2014 3.02 SUPPORT Page 6 Section 23 30 00 HVAC Air Distribution A. Construct and install per recommended practices of SMACNA HVAC Duct Construction Standards, with the following additions and exceptions. B. All hangers shall support the weight of installed ductwork and insulation. All ducting over 5 square feet in cross -sectional area shall support the weight of the ductwork, insulation and the weight of a 200 pound person. C. Continuously threaded type steel rods 1/4-inch minimum diameter shall be allowed only if electroplated. D. Provide hangers in pairs on exact opposite sides of horizontal duct, at the following locations. 1. Close to transverse joints of main ducts and branches, and for branch connections 3-feet or greater in length. 2. Adjacent to fire dampers and to ducts penetrating walls and partitions. 3. Square corner elbows at not over 24-inch intervals measured along the elbows. 4. At the mid -point of small and medium size horizontal radius elbows greater than 20 degrees change in direction. 5. One or more supplementary hangers, as necessary, along the radius elbows of any angle whenever the lengths of these arcs exceed the maximum hanger spacing length for that particular size duct. E. Vertical Ducts: Angles riveted to the sides; size, same as bracing; for ducts under 24-inch dimension, 1-inch x 1/8-inch; shall rest on the floor slab at each floor; and, in open shafts shall be steel angle structures spanning the shaft at floor slab line at each floor, with anchor bolts to floor, and angles riveted to ducts shall rest on such angles and be attached thereto. F. Provide support for vertical ducts at the following locations. 1. Provide duct supports from floors and walls when necessary. 2. Provide each duct riser with a minimum of two supports completely spanning the shaft opening at each floor. One pair of supports may be used to support more than one duct riser, provided that the strength of the supports is increased appropriately and proper additional supplementary steel is used at the extra risers. :. Support duct risers located between floors that are more than 15 feet high, at each floor and halfway points between floors. The distance between intermediate supports on very high floors should not exceed 12 feet. (Intermediate hangers may be supported from an adjacent wall or hung by rods from supports on the floor above). G. Secure vertical ducts on the outside of the building to the building wall as indicated. H. Anchor structure shall be provided; made of welded structural steel, attached to embedded anchor bolts, shall be provided at base of the vertical riser. Vertical Ducts Exposed in Accessible Areas Subject to Damage: No. 14 gauge welded galvanized steel; full length welds, silicon -copper weld metal. Provide forged steel bar supports on both sides of duct, attached to anchor bolts in wall, 4- feet-0-inches on centers, full height of duct. Paint over welds and adjacent surfaces affected by heat, with a high zinc paint. 23 30 00-6 FSi consulting engineers HSTAB Debulk Oven Facility Mods W1943174 September 5 2014 3.03 SEISMIC PROTECTION OF AIR DISTRIBUTION SYSTEMS Page 7 Section 23 30 00 HVAC Air Distribution A. Provide seismic protection for all ductwork and accessories in accordance with the most current edition of the SMACNA publication "Seismic Restraint Manual - Guidelines for Mechanical Systems", Hazard Level C 3.04 MAXIMUM PERMITTED DUCT HANGER SPACING A. Ducts with areas up to 4 square feet shall have their hangers spaced up to 8 feet apart. B. Ducts with areas 4.1 to 10 square feet shall have their hangers spaced not more than 6 feet apart. C. Ducts with area over 10 square feet shall have their hangers located up to 4 feet apart. 3.05 TESTING A. Pressure Testing of Medium Pressure Ductwork and Plenums: Test all ductwork and plenums before insulation is installed to determine system tightness. B. Test Method: Provide temporary caps at each end of each plenum or duct section to be tested. Furnish portable blower with volume adjustment and a calibrated orifice for determining cfm of air being added to ductwork. Submit certified performance data on blower and orifice. Include diameter of orifice and calculation of air flow through orifice at three differential pressures to verify performance curve of test unit. Maintain pressure equal to the rating stated in section 23 30 00 . in duct; make sufficient preliminary tests and examinations of each section at this pressure, and seal all observable leaks so that leakage during final testing will be at or below maximum permissible leakage. C. Permissible Leakage: Add up the lengthwise cross -sectional area in a plane through the duct centerline, which shall be calculated by multiplying the duct length by the duct diameter for all circular duct sections to be tested. For oval ducts, reinstate rectangular diameter; and for transition sections, use average diameter. For rectangular ducts and plenums, use the duct or plenum width plus height divided by two to obtain an equivalent diameter. Maximum permissible leakage shall not exceed 1-1/2 CFM, for each 4200 square inches of total cross-section area of all ducts under each test. Final test of each section will be witnessed by the Boeing Construction Manager. Give at least 7 days prior notice before such test. D. Test Data: Record data of test results of final test only, including sketch or diagram of testing section showing all dimensions in inches, computation of total lengthwise cross-section area and actual leakage found during the test. Upon completion of testing, submit data to the Boeing Construction Manager. END OF SECTION 23 30 00 23 30 00-7 FSi consulting engineers HSTAB Debulk Oven Facility Mods W1943174 September 5 2014 23 30 00-8 FSi consulting engineers Page 8 Section 23 30 00 HVAC Air Distribution City of Tukwila Department of Community Development April 15, 2015 CONNIE HARDIN 4600 S 134TH PL SEATTLE, WA 98168 RE: Correction Letter # 2 MECHANICAL Permit Application Number M15-0028 BOEING #9-101 - DE BULK OVEN - 9725 E MARGINAL WAY S Dear CONNIE HARDIN, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. The revised plans and documents are not wet stamped by the design professionals. Drawings and documents produced by an engineer or architect shall be wet stamped and signed. Please provide plans and documents wet stamped and signed, signatures not copied as indicated in the general note above. FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • Please provide the information that was asked for in item # 3 of Building Department correction letter dated March 24th, 2015. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, "3;0 Bill Rambo Permit Technician File No. M15-0028 K411/1 c,,,,*il,.nvI*n,- n,,.,1n,,,,,-a c„;*n 4111111 . Tn,v,.,;i„ w 01.;1,,,.1,2,7 03219Q ')11#_/1z 1 2,s7n - .1nK 4a 1 s,KAc City of Tukwila Department of Community Development March 24, 2015 CONNIE HARDIN 4600 S 134TH PL SEATTLE, WA 98168 RE: Correction Letter # 1 MECHANICAL Permit Application Number M15-0028 BOEING #9-101 - DE BULK OVEN - 9725 E MARGINAL WAY S Dear CONNIE HARDIN, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - M DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. The cover sheet has a lot of unrelated information for this permit to include outdated code notes and special inspections. Provide a cover sheet indicating current code compliance and clearly indicating the scope of work for this permit only and if applicable any special inspections required. 2. Plan details are a somewhat vague as to the specific duct type and method for securing the duct work. Provide duct material specifications and listings with details for the type of ducts approved for this type of oven installation and its related temperatures. Include specific details to show how ducts shall be seismically secured to the structure or building. Include details for roof penetrations and patching of roof. 3. I couldn't find sufficient information about the oven type and its operation with the associated installation of fan and ducts. Provide clarification with specifications to show interlocks shall be provided for Class A oven, if applicable, with shutoff valves so that conveyors or sources of flammable or combustible materials shall shut down if either the exhaust or recirculation air supply fails. (2012 IFC 3004.2, 3005.1) FIRE - M DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • Please refer to the corrections requested by the building department. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. ,-ann 411111 11171452 '111A. 42I 2,t7n _ r' .'n4 421 14,tc If you have any questions, I can be reached at 206-431-3670 . Sincerely, Megan Parsons Permit Technician File No. M15-0028 #211n a ..«z _, n ..i ., a c..:. !{7/Vl _ r..I ..n ill,. l :..,.s.... 110100 _ nL — 7n4 421 r... 7114 427 244 Anita Dias From: Doug Brown Sent: Thursday, March 12, 2015 10:12 PM To: Connie Hardin Cc: Anita Dias Subject: RE: 43566 DeBulk Oven Anita can make you another sat of drawings and get you the specs for the fan.e vacuum pump is supplied L and installeffby the oven supplier. We are however running 2 = 2"-vents-fromthe pump skid and tying. the plant vacuum to it, the piping to the oven is by themti Ido not have any specs for the pump: I will not be in the office tomorrow but I will be available by phone. Thanks, Doug Sent from my Verizon Wireless 4G LTE smartphone Original message From: Connie Hardin <connieh@holadayparks.com> Date: 03/12/2015 3:34 PM (GMT-08:00) To: Doug Brown <dougb@holadayparks.com> Subject: 43566 DeBulk Oven Doug, I will need a separate set of drawings for the gas piping. Also, he wants the specs for the fan. On page 1M139, it has a vacuum pump clouded...is that part of our scope? If so, he wants the specs for it too. On the bright side, he said these are only taking 1-2 weeks for review. Connie Mi s- 0018 RECEIVED CITY OF TUKWILA MAR 1 3 2015 PERMIT CENTER 1 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M15-0028 DATE: 04/24/15 PROJECT NAME: BOEING #9-101 - DE BULK OVEN SITE ADDRESS: 9725 E MARGINAL WAY S Original Plan Submittal X Response to Correction Letter # 2 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Blin Buil in g Division Public Works /1-Y( *w( ,--w-43 Fire Prevention • Planning Division Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/28/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/26/15 Approved Approved with Conditions Corrections Required ❑ Denied (ie: Zoning Issues) (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COP`' PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M15-0028 DATE: 4-6-15 PROJECT NAME: BOEING #9-101 DE BULK OVEN SITE ADDRESS: 9725 E MARGINAL WAY S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: p`a _ o-- Building Division Public Works ❑ AM MCA( Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 4-7-2015 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 5-5-15 Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only - L�` CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire Ping ❑ PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M15-0028 DATE: 03/13/15 PROJECT NAME: BOEING #9-101 - DE BULK OVEN SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: eovr Builkling Division Public Works n R eovv 3-i/.�s Fire Prevention Lama Structural Planning Division Permit Coordinator n 0 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 03/17/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/14/15 Approved Approved with Conditions n Corrections Required L (corrections entered in Reviews) Denied (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Perinit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg f Fire Ping ❑ PW ❑ Staff Initials 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4 %L( -1 Plan Check/Permit Number: M 15-0028 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Boeing #9-101 — De Bulk Oven Project Address: 9725 E Marginal Way S %. ErtAar-A."1 Phone Number: Contact Person: Seminary of Revision: Cfry OF TUKWI A APR 24 2015 PERMIT CENTER IUD ;-0- (-6136 vA50) ZM3 aRgNI 3- Sheet Number(s): ftf\ 040\14 S?f O cp / E./ "Cloud" or highlight all areas of revision includin date of revision Received at the City of Tukwila Permit Center by: [S—Entered in TRAKiT on—d-u —1 \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov RECEIVED link 6 2015 pt iAkftEP Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I f Plan Check/Permit Number: M15-0028 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued D Revision requested by a City Building Inspector or Plans Examiner Project Name: BOEING #9-101 - DE BULK OVEN Project Address: 9725 E MARGINAL WAY S Contact Person: coo h j.e my0i n Phone Number: 2C2 - ZSU ' y530 Summary of Revision: C)A-ri-Ficc6ions re ,.eSt_e vie -r (n1r) cmh�a�\ 4 NV$Kk @l§ Cow,uarCC,) LZ�) �c,�p.90 -t Ca\CiAlc.- a')S p Sheet Number(s): /�Tl)) � 1 J Q) PY5W7 Pr 6-20, S Li I �, E 113�. R.F m39 "Cloud" or highlight all-kreas of revision including of revision m5UZi I i Received at the City of Tukwila Permi Center by: Entered in TRAKiT on L4 I L W4Permit CenlcrUemplatesWorms\Revision Submittal Form.duc Revised: March 2014 HOLADAY PARKS INC Page 1 of 3 Home Inicio en Espanol Contact Search L&I 1_ A l Index Help My Secure. I &1 Safety Claims & Insurance Workplace Rights Trades & Licensing 0 Washington State .Department of Labor & Industries HOLADAY PARKS INC Owner or tradesperson PARKS, GERALD T JR Principals PARKS, GERALD T JR, PRESIDENT NAILON, JUNE ANNETTE, VICE PRESIDENT O'CONNOR, BONNY K, SECRETARY BECK, DAVID CLARENCE, TREASURER VAN DER VEEN, ERIC M, VICE PRESIDENT (End: 08/14/2013) PIZZEY, GRACE KATHERINE, VICE PRESIDENT (End: 08/14/2013) VAN DER VEEN, JULIE ELIZABETH, MEMBER (End: 08/14/2013) CONNELL, DANIEL AARON, MEMBER (End: 08/14/2013) GIRI, BUIT, MEMBER (End: 08/14/2013) KIEL, RINALD HOWARD, MEMBER (End: 08/14/2013) WHITMYRE, CHRISTIAN, MEMBER (End: 08/14/2013) NELSON, MICHAEL, SECRETARY (End: 11/04/2010) PARKS, DAVID L, TREASURER (End: 11/04/2010) TALBOT, PAUL, TREASURER (End: 11/04/2010) Doing business as HOLADAY PARKS INC WA UBI No. 578 004 089 4600 S 134TH PL SEATTLE, WA98168 206-248-9700 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. HOLADPI379NO Active. Meets current requirements. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=578004089&LIC=HOLADPI379N0&SAW= 5/12/2015