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HomeMy WebLinkAboutPermit M08-085 - RAINIER INDUSTRIESRAINIER INDUSTRIES 18375 OLYMPIC AV S M08 -085 Parcel No.: 7888900130 Address: Suite No: Tenant: Name: Address: Owner: Name: Address: 18375 OLYMPIC AV S TUKW Value of Mechanical: $74,000.00 Type of Fire Protection: doc: IMC -10/06 Cit3416f Tukwila Furnace: <100K BTU 0 >100K BTU 0 Floor Furnace 0 Suspended/Wall/Floor Mounted Heater 0 Appliance Vent 0 Repair or Addition to Heat/Refrig /Cooling System.... 0 Air Handling Unit <10,000 CFM 0 >10,000 CFM 0 Evaporator Cooler 0 Ventilation Fan connected to single duct 0 Ventilation System 0 Hood and Duct 0 Incinerator: Domestic 0 Commercial/Industrial 0 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 RAINIER INDUSTRIES 18375 OLYMPIC AV S , TUKWILA WA AMMEX CORPORATION PO BOX 88047 , TUKWILA WA Contact Person: Name: TIM LEWALLEN Address: 5400 EAST MARGINAL WY S , TUKWILA WA Contractor: Name: ARGO BLOWER/MFG CO INC Address: 5400 E MARGINAL WY S , SEATTLE WA Contractor License No: ARGOBM *242KC MECHANICAL PERMIT DESCRIPTION OF WORK: INSTALL DUST COLLECTION EQUIPMENT AND DUCTING FOR APPROXIMATELY (20) WOODWORKING MACHINES Fees Collected: $957.50 International Mechanical Code Edition: 2006 EQUIPMENT TYPE AND QUANTITY * * continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 762 -9336 Phone: 206 762 -9336 Expiration Date: 04/25/2010 M08 -085 05/05/2008 11/01/2008 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment M08 - 085 Printed: 05 -05 -2008 Permit Center Authorized Signature: doc: IMC -10/06 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 JL Permit Number: MO8 -085 Issue Date: 05/05/2008 Permit Expires On: 11/01/2008 Date: Oc Lit I hereby certify that I have read and = ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied 't , 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 t perf I ce of w rk. I am authorized to sign and obtain this mechanical permit. Signature: �`'% In V , Date: S / er Print Name: / t 0i00 //,'W This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. M08 -085 Printed: 05 -05 -2008 Parcel No.: 7888900130 Address: Suite No: Tenant: RAINIER INDUSTRIES 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 18375 OLYMPIC AV S TUKW PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M08 -085 ISSUED 03/18/2008 05/05/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: 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. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 13: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available doc: Cond -10/06 M08 -085 Printed: 05 -05 -2008 • 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 for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 15: The total number of fire extinguishers required for an extra hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (4A 40 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 16: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 17: This fire supression system most meet the 903.2.12.1 of the IBC. 18: 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 the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 19: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 20: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 21: U.L. central station supervision is required. (City Ordinance #2050) 22: An approved fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 23: he PyroGuard CXC -2 Control system shall report to the main fire alarm panel and report to a UL Central station. 24: These plans were reviewed by Inspector 515. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. * *continued on next page ** doc: Cond -10/06 M08 -085 Printed: 05 -05 -2008 Signature: r Print Name: / /✓Y) / & i /4 • 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 doc: Cond -10/06 M08 -085 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 provision of any other work construction or the performance of work. Date: s-- ordinances governing or local laws regulating Printed: 05 -05 -2008 Property Owners Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: /hvww. ci. tukwila. wa us Name: /i�'I ?..e..[,t1G l4/'7 QUpplicaticnstfams- Applications On Linen -2006 - Permit Applitationdoc Revised: 9 -2006 bh 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 Address: l 8337.5 ()ly//n,,L S . Tenant Name: � Cri'I / Pr 1 -/ 7 e /14 /77, PS Crialpbell &a / -PS t /8i/35Olyoy,(_, so. Mailing Address: 5 "��//i7C1/ Lt�fu{ �l (.t)/¢' 78439 / City E -Mail Address: `> /_r11�/. CONTACT PERSON - who do we contact when your permit is ready to be i GENERAL' CONTRACTOR INFORM ;:;.; -+. t .,p ;; to .tp. -. a :55 AT ION , r} _ ;., (Contractor Informat for Mechanical (pg 4) for Plumbing and G (pi 5)) ''' - Company Name: f�!/0 �(/; /jp I I /71GI�UI`Zi G/T.4/i (O/Yp r Mailing Address: J / 0O E• /7161/.-7/ / Lan Contact Person: 641 Let)( l /'," E - Mail Address: / //P/'7 N1 j /) ,8//fui`P/'i eevy) Contractor Registration Number: King Co Assessor's Tax No.: pp/CY/ 7 7 .51.6 900/30 Suite Number: Floor: New Tenant: RI Yes ❑ .. No City 1,6 - 6/lwzz/L/eL Day Telephone: ZD(o 7Cp Z - F3.3(0 Fax Number: ZL) o Lp Z Z 309 City 1-4)/4 State Zip State Zip State Zip Day Telephone: 21) i 7(P Z — 9136 Fax Number: ZD(o 7 Z369 Expiration Date: 'Y /Z-5 /o ARCHITECT OF RECORD —All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD ='All 1 plaris must be stamped by Engineer of Record Company Name: Mailing Address: State City Contact Person: Day Telephone: E -Mail Address: Fax Number: Zip Page I of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /I.750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit - <l0,000 CFM Incinerator- Comm/Ind I: 11C4 ■ 1 _ ,: r ti f i .:c : ���ti dr2 ri''�•d`' 't �T� ,?.`.�.. 41, ii!t�.'�� MECHANICAL CONTRACTOR INFORMATION 446;i Company Name: ,4' [) ,(� //Iwe/ Mlr4t4 1 �O/!'1 f0r' Mailing Address: Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... f Replacement .... ❑ Indicate type of mechanical work being installed and the quantity below: Q tApplicatio sWonns- Applications On LineU -2006 - Permit Application doe Revised: 9-2006 bh : : •` :,: rye 3..•_ - City State Zip Contact Person: n%)') /Ail )1 /4/ 1 E -Mail Address: rGC,[,,2Ci /4/'l f/11rf)h /O (Ltr'f'. CGVY) Fax Number: ZOO 71.02 Z3c Contractor Registration Number: '6O - (VAX ZS<t /fit= Expiration Date: y /Z5/01( Day Telephone: ZOL 76 — 933Lo Valuation of Mechanical work (contractor's bid price): $ 7- DDO oo /' Scope of Work (please provide detailed information): / / 1S i C /lt.,Y er /%C4J'I Fuel Type: Electric ❑ Gas ....O Other: Page 4 of 6 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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 x UTHORIZED AGENT: Signature: Print Name: /.ryJ L &Ua /�c,, Day Telephone: 0. (o) hZ - y33L, Seto 723V Mailing Address: 67 /nl /, /rr(I/ Date Application Accepted: OtetlA QUpplicationsTonns- Applications On Linc 3 -2006 - Petnit Application doc Revised. 9-2006 bh Date Application Expires: Date: 3,0 b City State Zip Staff Initials: Page 6 of 6 Parcel No.: 7888900130 Address: 18375 OLYMPIC AV S TUKW Suite No: Applicant: RAINIER INDUSTRIES Receipt No.: R08 - 01477 ACCOUNT ITEM LIST: Description MECHANICAL - NONRES 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.citulcwila.wa.us RECEIPT Initials: JEM Payment Date: 05/05/2008 09:15 AM User ID: 1165 Balance: $0.00 Payee: ARGO BLOWER & MFG. CO., INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 41919 766.00 Account Code Current Pmts 000.322.102.00.0 766.00 Total: $766.00 Permit Number: M08 - 085 Status: APPROVED Applied Date: 03/18/2008 Issue Date: Payment Amount: $766.00 1996 05/05 9711 TOTAL 766.00 doc: Receiot -06 Printed: 05 -05 -2008 Parcel No.: 7888900130 Address: 18375 OLYMPIC AV S TUKW Suite No: Applicant: RAINIER INDUSTRIES Receipt No.: Initials: User ID: R08 -00806 JEM 1165 Payee: ARGO BLOWER & MFG. CO., INC. ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 41695 191.50 RECEIPT Account Code Current Pmts 000/345.830 191.50 Total: $191.50 Permit Number: M08 - 085 Status: PENDING Applied Date: 03/18/2008 Issue Date: Payment Amount: $191.50 Payment Date: 03/18/2008 10:27 AM Balance: $766.00 0142 03/1.8 9710 TOTAL 191.50 doc: Receipt -06 Printed: 03 -18 -2008 COMMENTS: Type of Inspection: , A,J Address: I X3 ` iS ()L• � �J� l' `c _ i, I .I 5' g / 1 , . - 9 , r' .. , „.,e a J Phone No: (V" Pe: r t -) M o W I d L s A 4 Project:. q Q (� Type of Inspection: , A,J Address: I X3 ` iS ()L• � �J� Date Called: s. Special Instructions: / Date Wanted: a Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. I Inspecto : �� Date: , yr $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: •,€'> ,..: Mir alsY10°i lrlt. .. .∎ "yer""tib .r.►.,reh aw COMMENTS: Type of Inspection: r I _ . 4.._,A Address: I ( ,t4 T 1 ,1.■-e .- ,,A--1(4 Date Wanted: a.m. p.m. Requester: Phone No: 7 , -3 ` f AI( �. r 1 .-r . ,)f) (' I 3 r � J -f'. d . ..f n e c7 ► -. (t''3 ` .> t-, ( 0 Projec !� ` L Type of Inspection: r I _ . 4.._,A Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9) 88 ✓4odr-a0 PERMIT NO. (206)4 Approved per applicable codes. El Corrections required prior to approval. ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: MA- ‘.,/ AV- -JJr+ - «' Ap 6.4 � e..al: 6., -' 7 ✓. lam r AA sr A p CP 1 a n' kb r k ' f 4 :I/k : !D„ c AY,/ e . iCr di* CZ a Ni- e Special Instructions: Boa 4 rJ Se, 3 Lec la 34" AU 1 .10-64 4 It) C m j ali 1°c.A-1 -4 Ta.f A obovi SA l(,,j'j.l ve iti j) Sp: r Aft 7 c_ dSi c2 , flACT SJ 1" t ate. 4J1 per ( . 'D ,A-1( 1 + /A 6f lo 0 . ce QJ` . c� -4 ii/4 ai + l 1 P.,n,A .1 „. ---- L .J k Pie._ /1.i � IC, 1 1 (Apt, ; ^ a V c . T G-e . c j 1 ,A.tt)S , A. I f__L A e .V - I& e.:s3.., r e 07r r A te{ t ( �' t , Pr 1� 1� 1! I [ Typf fns * pecti t�CJ * Syr - f UV _ Addr i ' 3 ? I� -101 C Date lled CaS Special Instructions: Boa 4 rJ Se, 3 Lec la 34" AU 1 .10-64 4 It) C m j ali 1°c.A-1 -4 Ta.f A obovi SA l(,,j'j.l ve iti D a te vvyyante C� S � -o Requester: Pho ,o: � IC, 1 1 x r e INSPECTION NO. a Approved per applicable codes. IneprtMN INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 orrections required prior to approval. $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Date: � � 1--v Receipt No.: Date: grp—saDCI.ENGINEERS D'AMATO CONVERSANO INC. NCOMPLETE MOB- 085 r:7 77-7' C7'17,14:77; Raiiiier Indus ales , . • 18375 Olynwic Ave, S., Tukwila WA 9818g Wood Shop Dust Collector Anchorage Structural Calculations & SSK-03 Prepared For: Rainier Industries EnlES 12/2,6_1= March 27, 2008 DCI Job #07-21-133 J. Mark D Amato • Guy A. Conversano Roger L. Heeringa • Mark D. Aden Harry Jones II • Troy E. Bean • Toni C. Xia, Ph.D. Richard L. Hemmen • Grant C. Buckingham Wade Younie • John Tessera • Damon Smith REVIEWED FOR CODE COMPLIANCE APPROVED MAY -1 2008 3120 COLBY AVENUE, SUITE 100 * EVERETT, WA 98201 • PHONE (425) 252-0454 • FAX: (425) 252-1699 RECEIVE MAR 28 2000 PERMIT CENTEI-t DCI.ENGINEERS . D'AMATO CONVERSANO INC. Project No. C77 -.l- 133 Project Subject Co LC4 oK S Las Sheet No. SSk. - o3 Date 3 - ;,S — 08 By 5 "s ow & W Cf '1kk'D • PLAN 9 4" uf o N SVC £Foxy oiltRA-(. 8RS opT704/ us. s Dow tLs fhP 30 TYQ Pa ir) 7" • 41 CC) TILT - vP PANEL WALL SbE "t oc - t) pool op1.4u - f oc. ' b4Tso4' lto IAA'S " y S � oR � aat,ot 4T xa 4/ Nor S 4t o CA /, ,4 ,vtN St 4-2 2 /s 2is k 9." So& Li u! I' Os 10 -0 SSk rrr 'I t 1 l • • R sTA -z,v.x m C— u/ t/ ,ALL POZ S2 z/t S6s 41-So `` Wcx>p sRoe 1.o ,4b (.- poc-k. -A7 PbR tIRGt4. FO R puST C coil s -foR LoC41 7.o.✓ 0 f SL4(3. 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Project No. 0 - 2.I - 133 Project Subject Dr�s� (nnrr AZti1>✓2 ANA 1 515 Sheet No. Date - 6/2-19/0 g By WAN TOTAL AO- 64 OF sramc.74 2( 3g•101) • (1(0• I3! 4 (b .2 + ( •2'1) 4 2�Iz•LIb 3$ (Woo \d = k25 ..r4L f= &GC / Ai .5-• /5 ,As «7 - 5-) = I, y F.6 -2/ SC 7 - as h / d _Z�� /4 = zs i 1 551 . 3 (b (.6icrpS = °. 61e. �/ ((.� 2 e/ a) < I.65 z l�VP I I ,S rte, p5 (13. / • o, 3 s SP frU p _ Z t 2 f e,`pS qp = (, ° (T"ub/e t76 -r S r D.qZ os (,(J g DVo i6 I•� Q 5 (.7 13.6 -I) ; 1- p -7- /. D 0 I- (� _rf \`16 y w 1, 0 Ft ‘, Se �srni L cor4 P - u s e 2.2 1-z;Ne5 DCFENGINEERS Vi D'AMATO CONVERSANO INC. Project No. b7 7.1 - i33 Project ° N A1-1\ =N OUST(-I - r� - Subject Dvs cbo'cAyNMR NNAL`ls Sheet No. 1�c - 3 Date By sv 66- _ 11.1 -C+ prr�n (2.2 1�� ► C +) �l0 k.it•. grv\ = (7.O(ziPs)(1.F T= c = Yz ( kit° s) i = C 4 e 'eVe c Ao ru A t-T' k o k42.4-F 6 k, p. -0/ 5-6 4,c I (Z, f - a JAL / 3�N " 0/4 , , 4 h - r(" Lep +h (2 T e i r •s:or /_1 11owu ta le . �e l ®'lb Sit t-Folcy 34 } vc � cR s3 > isr c, less `30 16 ak // ran DCI.ENGINEERS �� D'AMATO CONVERSANO INC. Project No. 07 Z / - 13$ Project Subject /u sT , ,t)r#TivE ANA LYSZS , Gory c Sheet No. -y Date 3 /Z6 /0g By S (/ 2000 P T / tr4Z I B C= I- to ki p5 C.� A cL S � = / 45 P s c Z0 00 P 014- /As 5L. 0 P„ h, 00 �«�/ L 2 4 D. i7 > O 313 ;A 3 ]c, rs EA) &A 6- rJ -47y. M-14 1 sf v,1 • rts, Z > d. 1,,i vk / � S AcruAa ca\cv'el I i" be t ti 6 ( 06 - e IA) (lAtc -k. DCI.ENGINEERS �- D'AMATO CONVERSANO INC. Project No. o ? — zi—G3 Project SAT- t-s2 T��Y)uS�t�z�5 TZ Subject c -krA-0,e v,o-40 — 5109 44 Sheet No. 1> L_ Date 3/2 By (c) /1J, 1.33k-r05 (5.6 -tf) A5 ( q5 ;Lb C. nZ , k - - -) r6y , to ►�; .�� i z O. 2 y5,4' Z- L O- l Z o'° frt)/ Y 0 /Z- od_ o y 4 (UT RS 50a , 3 /� " b %y .i �-i 6e d Ant. r o k// 6 -3/4 (172) 8670 (38.6) 10755 (47.8) 12615 (56.1) 17840 (79.4) 34685 (154.3) 43020 (191.4) 37840 (168.3) 53520 (238.1) 9 (229) 10385 (46.2) 12995 (57,8) 19430 (86.4) 27470 (122.2) 41535 (184.8) 51985 (231.3) 58280 (259.2) 82400 (366.5) 4 (101) 3005 (13.4) 5665 (25.2) 7795 (34.7) 11020 (49.0) 12030 (53.5) 22670 (100.8) 23375 (104.0) 33050 (147.0) 7 -7/8 (200) 12495 (55.6) 15875 (70.6) 17175 (76.4) 24290 (108.0) 49975 (222.3) 63495 (282.5) 51520 (229.2) 72860 (324.1) 10 -1/2 ;` (267) r ` 14705 (65.4) 16185 (72.0) 26440 (117.6) 37390 (166.3) 58820 (261.7) 64730 (287.9) 79320 (352.8) 112160 (498.9) 4-1/2 114 t• ( ) 3945 (17.5) 8440 (37.5) 10035 (44.6) 14190 (63.1) 15790 (70.2) 33765 (150.2) 30104 (133.9) 42565 (189.4) 9 Mt (229) 13845 (61.6) 17365 (77.2) 22435 (99.8) 31720 (141.1) 55380 (246.4) 69465 (309.0) 67300 (299.4) 95160 (423.3) 12 E ' (305) 17935 (79.8) 17935 (79.8) 34535 (153.6) 48830 (217.2) 71740 (319.1) 71740 (319.1) 103600 (460.8) 146480 (651.6) 5 -5/8 (1:43) 5760 (25.6) 12815 (57.0) 14760 (65.7) 20870 (92.8) 23045 (102.5) 51270 (228.1) 44280 (196.9) 62610 (278.5) 11 -1/4 li % . (286) 24610 (109.5) 31620 (140.7) 35050 (155.9) 49570 (220.5) 98430 (437.9) 126480 (562.6) 105140 (467.7) 148710 (661.4) 15 {381) 34130 (151.8) 35270 (156.9) 53960 (240.0) 76300 (339.4) 136525 (607.3) 141090 (627.6) 161880 (720.1) 228900 (1018.2) d '47 ,for Soacinn and /nr od,,,, a,,,..,.,.,., --- ___.. -� .- -- - . HIT-RE 500 Epoxy Adhesive Anchoring System 4.2.7 HIT-RE 500 Allowable and Ultimate Bond /Concrete Capacity for HAS Rods in Normal Weight Concrete1,2,3,4 Adhesive Anchoring Systems va above, and then compared to the steel value. The lesser of the values is to be used for concrete shear capacity based on Concrete Capacity Design (CCD) method for standard and deep embedment and based on testing for shallow embedment. it holes drilled with carbide bit and cleaned with brush per manufacturer's instructions. Ultimate tensile concrete /bond loads represent the average values plications up to 165 feet/50m depth reduce the tabulated concrete /bond values 30% to account for reduced mechanical properties of saturated concrete. 7 -8000 I www I en espanol 1- 800 - 879 -5000 I Hilt (Canada) Corp. 1 -800- 363 -4458 I www.hiitica I Product Technical Guide 2008 265 Rod Die.; in (mm) Drill Bit Die. in. Embed. Depth In. (mm) Critical Edge Dist. in. (mm) Critical spacing Dist. In. (mm) Shear Load Based on ' Concrete Edge Distance ` . Shear Load Rased on Steel Sttength 1 c >= 2000 psi. (13.8 .,._ a C oncre t e (SAE 1018) A193GR117 (SAE 4140) F593 (A304SS) Ultimate lbs. (kN) Std. lbs. Dev. (kN) Allowable lbs. (kN) Allowable lbs. (kN) Allowable lbs.(kN) Allowable lbs.(kW) 1 3/4 2 5/8 4,573 317 1,145 (44) (67) (20.3) (1.4) (5.1) 3/8 1/2 3 1/2 5 1/4 5 1/4 6,935 965 1,735 1,085 2,340 1,870 (9.5) (89) (133) (133) (30.8) (4.3) (7.7) (4.8) (10.4) (8.3) 4 1/2 5 1/4 1,735 (114) (133) • (7.7) 21/8 31/4 7,001 437 1,750 (54) (83) (31.1) (1.9) (7:8) 1/2 4 1/4 6 3/8 6 3/8 11,116 1,696 2,780 1,930 4,160 3,330 (12 7)., , (108) (162) (162) (49.4) (7.5) (12.4) (8;6) d18.5) (14.8) 6 � r (152). 6 3/8 (162) 2,780 (12.4) 2 1/2 3 3/4 14,427 826 3,605 (64) (95) (64.2) (3.7) (16.0) 5/8 3/4 5 7 1/2 7 1/2 19,501 1,027 4,875 3,025 6,520 5,220 (15.9) (127) (191) (1 91) (86.7) (4.6) (21.7) (13.5) (29.0) (23.2) 9 3/8 71/2 4,875 (238) (191) (21.7) 33/8 51/8 21,180 942 5,295 - (86) . _ (130) (94.2) (4.2) (23.6) 3/4' , 7/8 `63/4 10 1/8 101/8 25,244 2,538 6;310 4,360 9,390 6,385 (19.1) 5171) (257) (257) (1123) (11.3) (28.1) (19.4) (41.8) (28.4) 111/4 101/8 6,310 (286) (257), . , , . X28,1.1; .. 3 7/8 5 7/8 28,333 2,406 7,085 (98) (149) (126.0) (10.7) (31.5) 7/8 1 7 3/4 11 5/8 11 5/8 33,533 2,793 8,385 5,925 12,770 8,685 (22.2) (197) (295) (295) (149.2) (12.4) (37.3) (26.4) (56.8) (38.6) 13 1/8 11 5/8 8,385 (333) (295) • (37.3) 41/2 63/4.. - 30420 � 2,1611 730 (114) (171) (1358) (O6) , ' j ' �) 1 1 118 .9 13 1/2 131/2 , 50,187. 2,178 , .: 1 12;545, s• 7,740 , 1 6 ,680 � 1 1,945 . (25,4) 1229) (343) (343) (223.2) (9.J ' (55.8) . (34.4) (74.2) (50.5) 15 131/2 !12,;545 (381) (343) . . - (5 5.8) 5 5/8 8 1/2 52,130 3,969 13,035 (143) (216) (231.9) (17.7) (58.0) 1 1/4 1 3/8 11 1/4 16 7/8 15 7/8 66,383 3,948 16,595 12,100 26,075 17,730 (31.8) (286) (429) (429) (295.3) (17.6) (73.8) (53.8) (116.0) (78.9) 18 3/4 16 7/8 16,595 (476) (429) • (73.8) SET High Strength Epoxy SIMPSON Shear Loads for Threaded Rod Anchors in Normal- Weight Concrete 1. Allowable load must be the lesser of he load based on concrete edge distance or s eel strength. 2. The allowable loads based on concre e edge distance are based on a safety factor of 4.0. 3. For short-term loading due to wind or seismic forces, the allowable load must be the lesser of the allowable load based on concrete edge distance increased by 331 percent, and the values listed in this table for allowable shear loads based on steel strength for ASTM A307 threaded rods increased by 331/2 percent. 4. Refer to allowable load adjustment factors for spacing and edge distance on pages 44 & 46. 5. Refer to In- Service Temperature Sensitivity chart for allowable load adjustment for temperature. 6. Anchors are permitted to be used within fire - resistive construction, provided the anchors resist wind or seismic loads only. For use in fire - resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire exposure conditions. i7 * *See page 5 for an explanation of the load table icons 37 _ -_ . -_ ., . „ .... ,. „ ,. �, . �. I PROJECT NO: 07 -21 -133 Sheet No: A PROJECT : Rainier Industries TI Date: 11/8/07 Subject: Printed: 1 :23 PM ASCE 7 -05 Wind Loads By: Js I. D.. Flexible. Structu*Gust, Factor: • e Resonant peak factor: gR = (2 *LN( 3600 *n1)) +0.577/(2 *LN(3600 *n,) = 4.502 6.5.8.2 Mean hourly wind factor: bbar = 0.45 TBL. 6-2 Mean hourly wind exponent: abar = 0.25 TBL. 6-2 Mean hourly wind speed: V = bbar *(zbar /33) *88/60 = 54.78 ft/s 6.5.8.2 Reduced frequency: N = n, *L = 22.074 Hz 6.5.8.2 Resonance factor n: R„ = 7.47 *N /(1 +10.3 *N,) = 0.019 6.5.8.2 Resonance factor h: Rh = 1/( 4. 6* n,* hN 1/( 2*( 4. 6* n, *hNz) *(1- e^(- 2 *4.6 *n *hN = 0.097 6.5.8.2 Resonance factor B: RB = 1/( 4. 6* n,* BN 1/( 2*( 4. 6* n 1 *BNz) *(1- 0- 2 *4.6 *n *B/V = 0.014 6.5.8.2 Resonance factor L: R = 1/(15.4 *n1 *LN )-1 /(2 *(15.4 *n *LNz) *(1 -e ^( -2 *15.4 *n *LN = 0.002 6.5.8.2 Resonant response factor: R = (1 /8*R„ *R *RB *(0.53 +0.47 *R /2 = 0.017 6.5.8.2 Flexible gust factor: Gf = 0. 925*( 1 + 1. 7* i 3. 4 *Q +g *R /(1 +1,7 *3.4 *I = 0.809 6.5.8.2 eloclt r Kfo1 :; a t a sn v M fir X ate+ fi a a . ..9. � . ..... "R a .. � e .z. Vel. pressure exp. coeff.: K = varies, see table TBL. 6-3 ��� V yyyw�y elocity pressure: q = 0.00256 *K *K *K *V *I = varies, see table l ate 0 .re �.s u�4i7 Tip xi 4 § f T t l . ' i 1�.f... .�'aM'kr.tH•!�k'414 !� i#�' 'rt .e.'J��. .'.M5 4FV� "'}ir$�i4 �.�j, •{W+`3+i2'.. .. F " t . � .nv SY%4W Y �}. 'r a M, 6.5.10 o _ ( � �.. �• , � . � , Rt r . Internal pressure coefficient: GC = 0.18 (positive or negative) FIG. 6-5 Internal pressure: p = q *(GC = 1.98 psf (positive or negative, w/ q q 6.5.12.2 M,W es . ,A » . ures,for enc os: fa l cl .... , , r ,f p a ' , � � , y , Windward wall pressure: P = pep = q *(G or G *C -q *(GC 6.5.12.2 Other surfaces pressures: P = p = q *(G or G *C *(GC Location C P (psf) p (psf) Windward wall 0.8 varies varies (see table) Leeward wall - 0.2691 -2.40 -4.38 Side wall -0.7 -6.23 -8.21 Windward roof negative 0 0.00 -1.98 Windward roof positive 0 0.00 1.98 Leeward roof negative 0 0.00 -1.98 Flat/parallel roof negative -0.9 -8.01 -9.99 (at 0 -h /2 from windward edge) Flat/parallel roof negative -0.9 -8.01 -9.99 (at h /2 -h from windward edge) Flat/parallel roof negative -0.5 -4.45 -6.43 (at h -2h from windward edge) Flat/parallel roof negative -0.3 -2.67 -4.65 (at >2h from windward edge) C&C design; press enclosed, partially enclosed b uildings- Ret Design pressure: p = p = q *(GC -q *(GC 6.5.12.4 Note: Determine applicable GC from Figures 6 -11 through 6 -17 and calculate pressures by hand D esign loads f or open' buildings and ' other structures: Design load: p = qh *G *Cn 6.5.13 Note: Determine applicable Cf from Figures 6 -18 through 6 -22 and calculate loads by hand Adjust K value as required or-DCI ENGINEERS mop- DCIINGINEERS oC -/ D'AMATO CONVERSANO INC. I PROJECT NO: 07 -21 -133 Sheet No: Subject: ASCE 7 -05 Wind Loads PROJECT: I.D.. Rainier Industries TI Nikd epe d n calc ati s� rA= /y�� 1'. is � . -..f r+� �^1 � rf A v.kven.larr u m� ve w,YV.• 1t�'�'.�1�]Y 7 Date: 11/8/07 Printed: 1 :23 PM By: JS Height Height Effective MWFRS MWFRS MWFRS above above height MWFRS MWFRS windward windward C &C C &C local upwind for Topo. Topo. V.P.E. velocity wall wall wall V.P.E. velocity grade grade cladding mult. factor coeff. pressure pressure pressure Design P coeff. pressure z (ft) z (ft) z (ft) K3 Kzt Kz qz (Psf) Pe (Psi) P (Psf) P (Psf) Kz qh (psf) 0 0 30 0.000 1.000 0.57 8.96 5.80 7.78 12.16 0.7 11.01 15 15 30 0.000 1.000 0.57 8.96 5.80 7.78 12.16 0.7 11.01 20 20 30 0.000 1.000 0.62 9.75 6.31 8.29 12.66 0.7 11.01 25 25 30 0.000 1.000 0.66 10.38 6.71 8.70 13.07 0.7 11.01 30 30 30 0.000 1.000 0.7 11.01 7.12 9.10 13.48 0.7 11.01 Comments 1.) Spreadsheet does not account for Eccentricty in Wind loads for MWFRS 2.) Spreadsheets does not account for parapets 3.) To design C &C and Other structures Design Values can be obtain by using qh and qz and Ref. 6.5.12.4 & 6.5.14 & 6.5.15 4.) 5.) 6.) 7.) 8.) 1/2' — THK. 1 =1 13/1 DIA I HOLE --i j_ 2 /2 t -5- > °E- VENT 28 2 I 140 7/B CLEARANCE TO BOTTOM OF RAISED HORIZONTAL BRACE FOOT PAD DETAIL 1 ) `01/4- - ‘►■ TI — -- RASED STRUCTURE BRACING THIS SIDE ONLY RAISED 3 X- BRACING THIS SIDE ONLY FOR ACCESS > OF INLET —. HIGH ENTRY INLET 35 1/4 INLET — FLANGE (SEE DETAIL) 1 3/8 21 1/2 243 3/5 > OF EXPLOSION VENT - -27 70 1/2 — H 35 1/4 LIFTING LUGS (8 PLC'S) 112 3/8 n -- -- 76 1/2 � 67 1/4 15 > OF FAN OUTLET 63 It /16 1 -1/2' FNPT CP1 ON EACH END OF COMPRESSED AIR HEADER IS GAUGE P ORT O PROVIDED. eN (FAR SIDE) NR1 Sw'MR SEW -- 27 70 1/2 --L 22 1/2-- y 22 9/ -4- ) • PNEUMATIC NOISE REDUCERS LADDER STANDOFF > OF 12' BOLTED INSPECTION COVER — REF F516X12 AIRLOCK FOOT PAD (SEE DETAIL) TIMER G ENCLOSURE —T- HANDLE SERVICE DOOR 7' MIN. 8' MAX. > OF PLATFORM A 335 7/16 46 3/8 289 1/15 2 1/B ?_c L 0 / - ( 16) 7/16" DIM HOLES ON A . . / 28" B.C. INLET FLANGE DETAIL 67 1/4 O , i SOBI -200 (1481 -30) FAN WELDED GRATE — DISCHARGE FIANCE (SEE DETAIL) — STRUCTURE, X- BRACING SHOWN IN PHANTOM FOR CLARITY L REVISIONS A !RELEASED FOR CUSTOMER INFORMADON 03 /Ii /08 UJW 6 --- y 4 5/e - 4 11 /16 (' 4 11/16 1 I --1--..— I j___ 1t /t 6 6 1 4 5/8 1 12 50 1 4 11/16 1 BY JASON WEBER - 1 /4- THK 2 - P — 7 /16 DIA. HOLES DISCHARGE FLANGE DETAIL (MATES 1016412 AIRLOCK) J NOTES: 1. ALL DIMENSIONS ARE IN INCHES, 2. CONSTRUCTION IS 10 GA. MRCS WITH REINFORCED BAGHOUSE & HOPPER. 3. KILTER CLEANING MECHANISM REQUIRES 10 SCFM CLEAN. DRY PLANT AIR AT 90 -100 PSIG. • NEMA 4 TIMER BOARD & SOLENOID VALVE ENCLOSURE REDUIRES 110 VOLT, 60 HZ. POWER SUPPLY. SOLENOID EXHAUST PORTS TO HAVE PNEUMATIC NOISE REDUCERS 5 HOUSING AND HOPPER ARE INSTALLATION ROTATABLE IN 90' INCREMENTS. 6. FILTER IS STRESSED FOR 17' W.C. 7. FILTER INCLUDES (64) 16 OZ. SINGED POLYESTER DACRON CUFF TOP BAGS & GALVANIZED CAGES PROVIDING 1062 SO IT OF CLOTH AND AN AIR TO CLOTH RATIO OF 7 94:1 0 8000 CFM. B 1/8" OPT MUST HAVE PIPE PLUG, IF DIFFERENTIAL PRESSURE GAUGE IS NOT USED INCLUDES DIFFERENTIAL PRESSURE MACNAHELIC GAUGE SHIPPED LOOSE FOR FIELD INSTALLATION 9. CINCINNATI MODEL SOBI- 200/950 WHEEL WIDTH - H081 -200 WHEEL - CW -BH DISCHARGE - DIRECT DRIVE ARRANGMENT 4HM.HORIZONTAL MOUNT - INCLUDES OUTLET FLANGE - INCLUDES SLIDE BLADE DAMPER INSTALLED - INCLUDES TEFLON SHAFT SEAL - MOTOR 30HP 3/60/230/460,1 15SF,3600 RPIA,TEFC. EPACT COMPLIANT 10. INCLUDES (1) 9 SO. FT RUPTURE STYLE. 316 SS EXPLOSION VENT 11 ESTIMATED WEIGHTS FILTER UNIT W/ BAGS AND CAGES= 4,757 LBS. FAN= 720 IBS. PLATFORM AND LADDER= 770 LBS. STRUCTURE 780 LBS TOTAL UNIT WEIGHT- 7,027 LBS. 12. FILTER SERIAL NO.. 126117 -001 -1 FAN SERIAL NO.: 126117-003-i 13. EXTERIOR FINISH: STD. MAC WHITE 14. SUPPORT STRUCTURE TO HAVE RAISED X- BRACING WITH HORIZONTAL BRACE ON (1) SIDE ONLY TO ALLOW ACCESS CLEARANCE FOR DRUM REMOVAL, ALL OTHER SIDES TO BE FULLY X- BRACED This print is certified to be dimens•onolly correct to ± 1/4 inch on all components. ± 1/2 on overall dimensions up to 120 inches and t 1 1/2 on oll dimensions greoter than 120. MAC EQUIPMENT. INC. 5-- 11 -2IOM K I:I2 MO 1 20LVS64 FILTER 6/ TOP MOUNTED 1481 -30 FAN FOR ARGO BLOWER 126117 D60622� The undersigned has reviewed the mechanical aspects of the dust collection system for Rainier Industries, Tukwila, WA, Dwgs. M -1 & M -2 and finds them in accordance with standard practice for such facilities and the 2006 IBC. SMACNA Standards were also applied concerning transport velocities and duct supports. Design of the Cyclone Support Structure was completed by a Structural Engineer and is not covered under my Mechanical Review. FILE CP'' PP! Y Ca No. �. STATEMENT OF MECHANICAL DESIGN REVIEW DUST COLLECTION SYSTEM FOR RAINIER INDUSTRIES — TUKWILA FACILITY CORREC.�TIOf� LTR #. 1 F#to�O95 AkI A 4,3) Candice Snydar, March 25, 2008 REVIEWED FO CODE APPROVED COMPLIANCE AY - 1 1018 ,1i► RECEIVE APR 17 2000 PERMIT CENTER Lennox Industries Inc. - Product Submittal Rainier Ind Unit ID: 40 Ton • VAV Pkg Gas SPECIFICATIONS AND RATINGS Packaged Cooling & Gas Heating Model number HEATING PERFORMANCE Heat source Gas supply connection Outdoor air dry bulb temperature Outdoor air wet bulb temperature h r��{ iiYtt� t, �`.....' u `' 20 (deg F) Mixed air dry bulb temperature 56.5 (deg F) Mixed air wet bulb temperature r I$..�a � g F) F) Mechanical: Heatin ca acit input (low stage) tfMy ' �'�► C, tub Mechanical: Heating capacity output (low stage) f�y; :l �. ,� -� fi r' I f• �b� ��ti' ' 1 (B tuh) -'" �.�_r4 , 0 �'r ^ • ` F� ann. C5�,0 3.1 (de Je ttth.0 /U ) � r - jC` `• .1::; �'�. 00 �t . 2 Mechanical: Heating capacity input (high st e), :..t.1�► 79.6 (deg F) Natural Gas Mechanical: Temperature Rise Discharge Dry Bulb COOLING PERFORMANCE ARI gross cooling ARI net cooling ARI total unit watts ARI EER (Btuh/Watts) Mechanical: Heating capacity output (high stp �` Mechanical: AGA -CGA thermal efficiency ti; 7006 470,000 (Btuh) 450,000 (Btuh) - I 45,000 A Tr1►�. .. 10.0 ' s 12.6 4 84.0 (deg F) 78.6 (deg F) 59.7 (deg F) 453,591 (Btuh) 408,897 (Btuh) 453,591 (Btuh) 408,897 (Btuh) 50.6 (deg F) 48.6 (deg F) 52.6 (deg F) 1.00 NPT Coupling (in.) R -22 ARI integrated part load value Number of Compressors Outdoor air dry bulb temperature Mixed air dry bulb temperature Mixed air wet bulb temperature Direct Expansion: Gross total cooling Direct Expansion: Net Total Cooling Direct Expansion: Gross sensible cooling Direct Expansion: Net Sensible Cooling Coil Discharge dry bulb temperature Coil Discharge wet bulb temperature Unit Discharge dry bulb temperature Condensate drain size Refrigerant type SUPPLY FAN PERFORMANCE (- r ' Supply fan total air flow External static pressure • supply side External static pressure - return side Wet coil static pressure Total Static Pressure Supply Fan power Supply fan motor nominal power Required RPM RPM range 16,000 (CFM) 1.50 (in. W.C.) 0.50 (in. W.C.) 0.30 (in. W.C.) 2.30 (in. W.C.) 15.99 (bhp) �� 20.0 (hp) ECTION 944 Up to 1125 RECEIVED r s LTF #. Sr- /$ ; : SGA480S2... tibmittal Nbr: U444P460()N -02 Product Database Updated: 12/19/2007 11:00:30 AM February 7,. 2008 Seattle, WA PkgGE/40Ton/Configurable .25 (in.) (deg de g APR 17 2000 Page 3 of 10 . HERMIT CENTER . ':•. INDUSTRIAL BLOWERS REBUILD FAN WHEELS COMPLETE DUST COLLECTION SYSTEMS SMOKE STACKS GENERAL AND SPECIAL SHEETMETAL WORK AIR POLLUTION CONTROL SYSTEMS March 5, 2008 ......psu$uIN/quN .... ...... .su 1f1111I11 ARGO BLOWER a r �AFG. CO., INC• 5400 EAST MARGINAL WAY SO. • SEATTLE, WASHINGTON 98134 • City of Tukwila Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Dust Collection for Rainier Indust REVIEWED FOR CODE COMPLIANCE APPROVED MAY -1 2008 s C Of Tukwila (206) 762-9336 RECEIVED CITY OF TUKIMLA MAR 17 2008 PERMIT CENTER DIVI I Argo Blower has been contracted to design, fabrica I •� ollection system for Rainier Industries (new location). Our corporation has been designing and installing dust collection systems since our inception in 1933. Rainier Industries has a small woodshop for fabricating wood parts that help support their Vinyl Sign and Tarp products. The shop has approximately 7 employees currently but also wants the dust collection system to support any future growth. We have designed the system to handle up to 12 employees. The following sections describe our design. Equipment Argo Blower has specified the use of a pulse cleaning type baghouse. This is the most current and proven type for wood dust. The collection equipment is made by Mac Equipment (see attached specifications). This collector uses polyester filter bags to remove the wood dust from the air stream. This model has 1062 square feet of filter media, which produces an air to filter cloth ratio of 7.94:1. This type of collector can run up to 9:1 air to cloth if needed. We specified a conservative ratio. The unit use compressed air to self clean the filters on a continuous basis. The facilities compressed air system will be connected to the collector and the control panel will pulse the filters every 10 to 15 seconds (one row of filters at a time). This type of cleaning system will maintain high vacuum efficiencies and prolong filter life. The collected wood dust will be deposited into a forklift tipping container for storage. A 30 horsepower blower will be mounted on top of the collector and will produce the air volume and vacuum required (actual requirement is 12 inches and this blower will produce 14 inches of static pressure). A discharge silencer will be connected to the blower to reduce ambient noise. A UL listed Control panel will be shipped from the Mac factory that is designed to operate this collector at optimum levels. Concrete Rainier Industries contracted their engineer to design the west loading dock platform (concrete) to handle the dust collector (weight, wind loads, etc). This info is contained in the Tukwila Permit Number 007 -434. The unit will sit outside on the north end of the loading dock (drawing M -1). The equipment will be anchored to the concrete according to the engineer's recommendation. ARGO BLOWER & MANUFACTURING COMPANY INC. Rainier Industries Ducting Argo Blower will design and fabricate the required fittings and duct to removed dust from the woodworking machinery and transport it to the dust collection equipment. The ducting will consist of galvanized steel duct and fittings located inside the building approximately 18 feet off the floor. All ducting will meet the UBC and Smacna standards for this type of system. The ducting is designed to maintain a minimum velocity of 4000 fpm which exceeds minimum standards for this type system. Please contact me with any questions or to discuss in more detail. Thank You, Tim Lewallen Project Manager Argo Blower & Manufacturing Co., Inc. 2 STATEMENT OF MECHANICAL DESIGN REVIEW DUST COLLECTION SYSTEM FOR RAINIER INDUSTRIES — TUKWILA FACILITY The undersigned has reviewed the mechanical aspects of the dust collection system for Rainier Industries, Tukwila, WA, Drawings M -1 & M -2 and finds them in accordance with standard practice for such facilities and the 2003 IMC, IBC, & IFC. SMACNA Standards were also applied concerning transport velocities and duct supports. Design of the Dust Collector Support Slab was completed by a Structural Engineer and is not covered under my Mechanical Review. EXPIRES ' CP Candice Snydar, P.E. March 13, 2008 1 , ARGO Blower I "v- MAC Equipment Proposal #08- BWA1 -022B February 20, 2008 "CONFIDENTIAL" "This material, and the solutions proposed herein, are the property of MAC Equipment and should be treated as proprietary and confidential. Reproduction, publishing, or other disclosures, should be on "a need to know" basis only. Any other distribution requires written authorization by MAC Equipment." "DELIVERY & PRICING" "This proposal is valid for 15 business days from the date above. Delivery & Pricing are subject to MAC's ability to secure material." "ORDERING" "Should an Order Result from this Quotation, Please issue the Purchase Order to MAC Equipment in care of Bill Wiley & Associates, Inc. or Sign the Purchaser's Acceptance in the Order Summary Section SYSTEM #1 DUST COLLECTION REQUIREMENTS SECTION EQUIPMENT DESCRIPTIONS SECTION ORDER SUMMARY SECTION WARRANTY SECTION LITERATURE C DUST COLLECTION REQUIREMENTS SECTION System 1 We have prepared this Quotation based on the information or the assumptions listed below: 1. Material handled by equipment (process) Saw Dust & MDF Dust 2. Bulk Density 15 lbs. /cubic foot 3. Moisture Content < .5% 4. Particle Size 100% > 1 micron 5. Air Volume 8,000 ACFM 6. Air to Cloth 7.94:1 7. Interstitial Velocity 365 FPM 8. Static Pressure 14" WC 9. Dust Loading 10 grains /ACFM (about 686 lbs./hr) 10. Temperature Ambient 11. The installation is NEMA 4 12. Material Characteristics: Hygroscopic No Abrasive Yes Cohesive No Explosive Yes 13. Outlet Dust Loading 0.01 gr /act.cu.ft NOTE: This quotation is made without the benefit of a material sample and is designed based on past experience with similar materials. Specific characteristics of your material may affect the designed rate and operation of the system. Furnishing of a sample to us is desired to insure rate and function of this system. A nominal charge will be made for testing of product which will be applied to purchase of equipment. MAC Equipment Proposal #08- BWA1 -022A Page 3 EQUIPMENT DESCRIPTIONS SECTION Item 1 -01 Qty. 1 LVS AIR VENT FILTER, MODEL 120LVS64, STYLE III FEATURING: • 1,062 sq. ft. of media with an air to media ratio of 7.94:1 @ 8,000 CFM. • Complete with 12 ga. carbon steel full welded exterior and skip welded interior stressed for 17" W.C. • Ladder extends to bottom of housing. • Timer and solenoid valves are mounted and pre -wired in an enclosure mounted on plenum. • 12 ga. bag housing flanged to plenum and mounting flange at base of housing. • 12 ga. 60° hopper flanged to housing hopper discharge to match FS 16X12 airlock, and 24" stub air inlet with inlet deflector. • Standard MAC paint. • NEMA 4 timer enclosure. • High entry inlet with bag protector baffles. "---> • 4x4 carbon steel grate • Carbon steel support structure to provide 4' clearance below the airlock discharge. • Pneumatic noise reducers in solenoids. • 24" flanged air inlet carbon steel • Top mounted fan, model MBI 30 • Mount pads only carbon steel • 12" bolted and hinged filter inspection opening in hopper. • Magnehelic pressure differential gauge • 1 — rupture style explosion vent, vent area 9 sq. ft. each, 316 stainless steel. • 64 — 6" dia. x 120" long 16 oz. Singed Dacron Polyester cuff top bottom load bags. • 64 — 6" dia. x 120" long galvanized bag cage • Filter Arrangement: Standard Special — Air Header 6:00 — Air Inlet 6:00 — Air Outlet 12:00 - Ladder & Cage 4:00 — Service Door 6:00 (� o- C ,ip c/Pnt 13latc,wlel)1 MAC Equipment Proposal #08- BWA1 -022A Page 4 , EQUIPMENT DESCRIPTIONS SECTION Item 1 -02 Qty 1 MBI TOP MOUNT FAN, MBI -5, CLASS III ARRANGEMENT #4 FEATURING: • 8,000 ACFM at 14.0" SP, 3450 RPM, BHP, at 70 °F, at 0 ft. elevation. • Rotation and Discharge Location Specified By Customer • Welded 10 ga. carbon steel housing. • Backward inclined non - overloading wheel. • Horizontal flanged discharge. • Teflon shaft seal. • Direct drive. Arr. 4 • AMCA Rated for Sound and Air Performance • 30 HP, TEFC, 3450 RPM, 230/460/3/60 motor. • Slide gate style exhaust damper Item 1.03 Qty. 1 HEAVY DUTY FABRICATED ROTARY AIRLOCK, MODEL FS16x12 FEATURING: (NOTE: Maximum Operating Limitations = 220 °F, 20" W.C.) • Fabricated non - machined, carbon steel) housing. • Fabricated carbon steel end plates with 4 -bolt flanged bearings. • 6 -vane, carbon steel graphite filled, urethane flex tip sandwich rotor construction. • Rotation CCW. • Drive No. 57 Consisting of: — Dodge Tigear II Right Angle Reducer. — 11/2 HP, 230/460/3/60, TEFC gear motor — Final drive is 14 RPM MAC Equipment Proposal #08- BWA1 -022A Page 5 EQUIPMENT DESCRIPTIONS SECTION Item 1.04 Qty. 1 LVS CONTROL PANEL WITH MOTOR STARTERS FEATURING: • NEMA 4 enclosure • Painted ANSI -61 grey enamel finish • Numbered control terminal strip for field wiring connections • Control logic for proper sequence of operation utilizing relays and timers • NEMA 4 indicating lights for: 1 ea. Fan run 1 ea. Airlock run • NEMA 4 control operators for: 1 ea. Fan stop (PB) 1 ea. Fan start (PB) 1 ea. Airlock stop (PB) 1 ea. Airlock start (PB) • Main power disconnect. • 120 volt control transformer to supply control voltage and filter timer board power • Short circuit protection • Across the line, full voltage motor starters for: 1 ea. 30 hp fan 1 ea. 1 % hp airlock Requires 460 VAC /60HZ /3PH service MAC Equipment Proposal #08- BWA1 -022A Page 6 CCXC -2 as • • 1 °Nr Ft7 C ,;, P Y if • t"' f 4 1 ^oar ;.n rw�Nwv�m^� 't 111 CXC -2 CONTROL CONSOLE • Spark counter function • Two (2) zone standard configuration. • Built -in test function. ® Individual output for each sensor. ® Memory stores: - Spark count at each sensors. - Number of extinguishment unit activations. - Number of tests performed on each sensor. • User programmable. http: / /www.pyroguard.com/ Consoles /CXC -1 /CXC- 2 /cxc- 2.html rP SeIrCe S /or)S m geees JBack To Console Pagel REVIEWED CODE COMPLIANCE APPROVED MAY -1 2908 CORRECTION LTR # . � .Y o$O9g ukwila D I SM 4/15/08 2:24 PM 4ECEIVED APR 17 2008 PERMIT CENTER Page 1 of 2 Power: 120/240 VAC +/- 10% 50 -60 Hz 1 AMP Extinguishment zones: CXC -1 or CXC 29 Sensors per duct: 'Two (2) for pipe up to 79" diameter Extinguishing time after last spark: Adjustable (factory set at 5 seconds) (Standby power: 24 VDC (two 12 VDC 1.2 AH batteries Operating temperature: 0 °F to 140 °F Dimensions: W 14- 3/16" x H 12" x D 5" Weight: 12 lbs. Standard enclosure: NEMA 12 dust tight QXC -2 Water flow confirmation at each zone. Dust tight enclosure. ® Battery backup ® Constant voltage power conditioner. ® Optional PANEL MOUNT PRINTER. ® Two year warranty. ® Made in the USA TECHNICAL DATA For optional CXC Printer information, select the printer image to the left. JBack To Console Pagel �fi+7w.AIMO .. • ---_::.,3!":6 1.1111W'l 1111mf,.:';,1%.91�Y!FiY.? ;'.:.•.• f a rsn,1. 4/15/08 2:24 PM http: / /www.pyroguard.com/ Consoles /CXC -1 /CXC- 2 /cxc- 2.html Page 2 of 2 E,xtinguishfnent Booster PIurnas Abort Gates Other Detectors TmubieShootinq net A Quote More Information IVhats New SUPPRESSION UNITS ® All PyroGuard Extinguishment units include a solenoid valve and flow pressure switch for confirmation of water flow at each valve. The solenoid valves are a diaphragm type, having a self cleaning port which functions every time the valve is activated. This self cleaning action helps ensure that the valves will continue to open and close quickly. Over time, if the diaphragm and seals inside the valve start to wear, Clarke's can supply a complete repair kit. In most installations the valve repairs can be made without removal from the mounting surface. 4/15/08 2:24 PM http: / /www.pyroguard.com/ Extinguishment /extinguishment.html Page 1 of 3 I No. of Nozzles No. of Valves Size of Valve Pipe Diameter Response Time Is:UI19 1 1" 0" thru 20" Dia. 300 ms ISU -2 11 1" 21" thru 30" Dia 31" thru 38" Diaj 300 ms 300 ms *SU- 1 /SU -2 2 1" *SU- 2 /SU -2 2 1" 39" thru 44" Dia 300 ms I *SU- 2 /SU -3 2 1 -1/2" 45" thru 49" Dia 400 ms I *SU- 3 /SU -3 12 1 -1/2" 50" thru 54" Dia 400 ms *SU- 3 /SU- 3 /SU -3 13 1 -1/3" 55" thru 64" Dia 400 ms E7ctinguishment 4/15/08 2:24 PM ® Suppression units are pre - plumbed with the solenoid valve, 'Y' strainer, and nozzles as one assembly, thereby reducing installation costs. ® The pre - plumbed unit has sufficient unions located to facilitate easy maintenance. Solenoid valve has a self - cleaning pilot hole to protect against contaminated water affecting the closing time of the valve. ® Spring loaded contamination free nozzles, available in brass or stainless steel. Stainless steel flush mounting adapters protect nozzles from wear. ® Pressure switch with filter on the discharge side of the valve allows for confirmation of water flow at each solenoid valve. ® Solenoid valve repair kits available, allowing for component repair without removal from suppression assembly. TECHNICAL DATA Voltage: Extinguishment circuit 24Vdc. Extinguishment valves l2Vdc & 24Vdc. Valves /unit: 1 -4. Pressure switch: Activates at 20 PSI on the discharge side of the valve. Construction: Soldered copper pipe with unions to facilitate easy maintenance. 'Y' strainer with ball valve for easy flushing. * Pipe over 30" diameter require nozzles on both sides of the pipe. http: / /www.pyroguard.com/ Extinguishment /extinguishment.html Page 2 of 3 Sensors per duct: [Two (2) for pipes up to 79" in diameter 120 VDC 110 ma Voltage: Current Draw: Type of Wire: [Non- Shielded, stranded 12 -18 gauge Size: L 7 -5/8" x W 3 -1/8" x H 2 -7/8" Viewing Angle: 120° Temp Range: 140 °F ( -10 °C to 60 °C) I 4/15/08 2:25 PM ® The PyroGuard LP sensor is a Low Pressure /Low Temperature Sensor that is generally placed on standard pneumatic systems. The sensor mounts to the pipe using a Sensor Mounting Adapter (SMA) for easy removal. With the SMA the LP sensor mounts securely to the duct using rubber "0" rings spaced inside the SMA to grip the machined sensor lens cover. No brackets or clamps are required for mounting. All LP sensors are housed in a cast aluminum enclosure with water tight seals and quick disconnect pigtails. LP - TECHNICAL DATA (Back To Sensor Pagel http: / /www.pyroguard.com /Sensors /LP /Ip.html Page 1 of 2 April 10, 2008 Tim Lewallen 5400 East Marginal Way S Seattle, WA 98134 RE: CORRECTION LETTER #1 Mechanical Application Number M08 -085 Rainier Industries —18375 Olympic Avenue S Dear Mr. Lewallen, This letter is to inform you of corrections that must be addressed before your plumbing 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 Building and Fire Departments. Building Department: Allen Johannessen, at 206 433 -7163 if you have questions regarding the attached comments. Fire Department: Steve Wheeler, at 206 -575 -4404 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) complete sets of revised plans, 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, please contact me at (206) 431 -3670. Brenda Holt Permit Coordinator Encl xc: File No. M08 -085 • City of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center \Correction Letters\2008\M08 -085 Correction Ltr # 1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: April 9, 2008 Project Name: Rainier Industries Permit #: M08 -085 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Joh Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide documentation that shows the dust separator bags, filter system or other similar portions of the dust collector system is constructed of noncombustible materials. (IMC 511.1.1) 2. Provide notes on the plans to indicate the collector is not located nearer than 10 feet to combustible construction or to and unprotected wall opening. (IMC 511.1.1) 3. Provide a detail for the ducts penetrating the exterior wall that identifies and what manner of protection shall be used for sealing around the penetration. (IBC Section 712 & IMC 510.6) 4. Identify an approved explosion - control or fire suppression system for the dust collector system. (IMC [F] 510.2.1 & 511.1.5) 5. Make up air shall be provided. Make up air shall be located so as to avoid recirculation of contaminated air. Identify a make up air system. (IMC 510.5.5) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Project Name : Rainer Industries 18375 Olympic Av S Tukwila Wa. 98188 Subject : Plan Review for Dust Collector Permit: M08 -085 Date: 04/08/2008 The Dust Collector that was reviewed was designed to the 2003 Codes. We are using the 2006 IFC, IBC, and IMC. We are also using the 2007 NFPA 13. Argo Blower @ MFG needs to resubmit these plans reflecting the correct codes. Captain Wheeler March 21, 2008 Tim Lewallen 5400 East Marginal Way S Seattle, WA 98134 RE: Letter of Incomplete Application # 1 Development Permit Application M08 -085 Rainier Industries — 18375 Olympic Avenue S Dear Mr. Lewallen, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 18, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Buildin>s Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Brenda Holt Permit Coordinator Enclosures File: M08 -085 irlov City of Tukwila Department of Community Development Jack Pace, Director P:V'ermit Center\Incomplete Letters\2008\M08 -085 Incomplete Ltr #1 .DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: March 20, 2008 Project Name: Rainier Industries Permit #: M08 -085 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide documents and plan design by the engineer that are wet stamped and signed by the engineer. 2. The engineers design review document is a copy and indicates design and review complies with outdated 2003 codes. Please provide correct documentation with plans to show plans shall comply with 2006 International Building Codes. 3. Provided manufactures specification documents for the dust collection system. Specifications shall identify how the equipments shall be seismically supported including details of the pad supporting the equipment. 4. Provide details for the duct system that shows how ducts shall be seismically secured including construction specification /details for duct connection and installation. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. ACTIVITY NUMBER: M08 -085 PROJECT NAME: RAINIER INDUSTRIES SITE ADDRESS: 18375 OLYMPIC AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 DATE: 04 -17 -08 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2 -28 -02 PLAfM SLIP x ,11 4 Fire Prevention IM Structural Incomplete Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DATE: Planning Division Permit Coordinator DUE DATE: 04 -22 -08 Not Applicable No further Review Required DUE DATE: 05 -20-08 Not Approved (attach comments) x Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Bui . i +g I vision Public Works n 6 K d enitAd -40 -o? Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents /routing slip.doc 2 -28 -02 Incomplete TUES/THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M08 -085 PROJECT NAME: RAINIER INDUSTRIES SITE ADDRESS: 18375 OLYMPIC AVE S Original Plan Submittal Response to Correction Letter # DATE: 03 -28 -08 X Response to Incomplete Letter # 1 Revision # After Permit Issued DATE: DATE: Planning Division Permit Coordinator DUE DATE: 04 -01-08 Not Applicable No further Review Required DUE DATE: 04 -29 -08 Not Approved (attach comments) Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Bung iL7ivision Public Works Complete Comments: APPROVALS OR CORRECTIONS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M08 - 085 DATE: 03 -18 -08 PROJECT NAME: RAINIER INDUSTRIES SITE ADDRESS: 18375 OLYMPIC AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued 2p -D5 �I cam+ Fire revention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: .21.0D LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: P TUES /THURS ROUTING: Please Route r Structural Review Required REVIEWER'S INITIALS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: Documentshouting slip.doc 2 -28 -02 Planning Division Permit Coordinator DUE DATE: 03-20-08 Not Applicable No further Review Required DATE: DUE DATE: 04-17-08 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 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: /// 0.e Plan Check/Permit Number: M08-085 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: RAINIER INDUSTRIES Project Address: 18375 Olympic Avenue S Contact Person: Tim Lewallen '' Phone Number: Summary of Revision: Pe SPc� 7 �°]�� , ( -- reGr t� /vl�/ /rv�l) cm? e- o get 4� 1 1 107 L • t'-�" ® U Y l , ( / ( v ' 7 , 4/P C cepre - 5 s i in--7 c-w I'h ei lc P l k 0 Gin • s-e—C et t t d C � 14te,;44, ,tho (2 eu,e,f(i) Sheet Number(s): /7/- l ! Z "Cloud" or hi hli ht all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: ith( ELVEi7 'CITY OF TUKWILA APR 17 20ifil PERMIT CENTER Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /Z�FD/ 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 Plan Check/Permit Number: /2/ () =Q &S Steve Lancaster, Director Er Response to Incomplete Letter # ( ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: K U //16e/' „7,1///t,J//u0 Project Address: /5.3 0///17,/c ,47 S , Contact Person: %%y //,-? Phone Number: 266 7&Z- Y.3.(a Steven M. Mullet, Mayor Summary of Revision: / v -Le /2')/S Sir7/ /) C <- y , /ef/�P�S / / h r l (c ij .� ��� C 1 _' A( nit ;tivto CPTY OF TUKWILA MAR 2 8 20n8 Sheet Number(s): "Cloud" or highlight all areas of revision including dgte revisig Received at the City of Tukwila Permit Center by: la " Entered in Permits Plus on (le License Information License ARGOBM *242KC Licensee Name ARGO BLOWER/MFG CO INC Licensee Type CONSTRUCTION CONTRACTOR UBI 178003857 Ind. Ins. Account Id OWNER Business Type INDIVIDUAL Address 1 5400 E MARGINAL WAY S Address 2 City SEATTLE County KING State WA Zip 981342411 Phone 2067629336 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/3/1976 Expiration Date 4/25/2010 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SCHUEHLE, ALLAN L PRES OWNER 01/01/1980 FRANK, KAREN S SEC OWNER 01/01/1980 Look Up a Contractor, Electrijn or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date TRAVELERS CAS & STY CO OF Until https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= ARGOBM *242KC 05/05/2008 File Name: 1 111111111111111 Wood Sho/a 5�e D( r ;13 Of - ukwila C C C C C C C C C C C 34 TOTAL • • 30 TOTAL Gie 11 ainier cR �FN Ri�, OLYMPIC AVE. S 012 ac i ans ainier •• urren 1 1 1 ®� / d DELIVERY PARKING N. CT C D11 010 09 D8 C C ainier C C I GREEN RIVER R 14 ega escrip ion..w ti _ 40C.lf(0// -04411/ .D /�r ); l - NC 12 im 12 13 11111 1 ■1111111iiN1i�iuuunii INNNNIMJ.1l■IIIII!I 111 Iw uuIwMummitluI D6 D5 D4 D3 D2 Dl OLYMPIC AVE. S PRAL1NFR . M ATION: • P OJ CT , ES , 8375 OLYMPIC AVE. S. SEATTLE, WA 981 • OWNER INFORMATION: O CAMPBELL REAL ESTATE LW O SCOTT CAMPBELL O 16810 SE 224 ST. KE TWA 9 42 O 426-981-1201 • LEDALDLEWBEIEDLSOUTHCENTER SOUTH INDUSTRIAL PARK BEG SE C R. LOT 13 TH 11-2340 E 25.„68 FT TO TPOB TH N 78 36-10 W 611,04 FT TO W ODRY LOT 13TH ALG SDI :W BDRY N -$ 17-00 E 7118 FT TH N 34 E 99 FT TH N 26-27-00 T TH N 2D-26-00 E 100 FT TH N 15-42-00 E 99 Fr TH N 11-32-00 E 100 FT TH i&OOE 97 FTT N10-51-00E 82,30 FTTh 3 E 390.87 FT TO W MGN OLYMPIC AVE 8 TH S 11 -2340 W 723.10 FT TO TPOB AM BDRY LN ADJ NO BLA 6-77 O PARCEL NUMBER: 71 . 900130 , PROPERTY NAME: WAREHOUSE REED EF COMMERCIAL 500 ST. Fr (6.76 ACRES) • PLAT NAME: SOUTHCENTER SOUTH INDUSTRIAL PARK a PLOT LOT: 13-14 TRH SE S4 te e ■ — 7 - 1 — ( 8 9 SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION FILE COPY Permit No. Plan review approval is subject to +moss and omissions. Approval of construction documents does not authorize the violation of any adopted code or °� , Receipt of approved , eld., ' SY Date: City of Tukwi a BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal I and may include additional plan review fees. INCOMPLETE LTR #� M08 - o85 Site Plan Scale: NTS RECEIVE!' MAR 2 8 2008 PERMIT CENTEb MASTER 4 PROJECT MGR 4 SALES 4 DTS a FRAME / ASSEMBLY 4 FABRIC 4 GRAPHICS 4 INSTALL 4 WOOD SHOP 4 SHIPPING 4 star e a ®.,x Raines Ind , Ltd 18435 Olympic Ave. S. Tukwila, WA 98188 800-869 -7162 Toll Free 425 - 251 =1800 Phone 425-251-5065 Fax www Rainieracom Original design concepts are protected under Federal Copyright Laws and are the property of Rainier Industries, Ltd. Any reproduction of this design concept without written consent is expressly forbidden. ISO 9001:2000 REGISTERED RAINIER INDUSTRIES 18375 OLYMPIC AVE. S SEATTLE, WA 98188 Revisions Sales Person Job Name SITE PLAN Drawing Title RI Work Order Number YUSHIH HO Drawn By Checked By I Date Project Manager Issue Date / By Sheet Number 01„ ( f lee /i1)1 L j 4 tAi`" deadlier =.-rata f5 /8375 Q /yrry/e, Ave 50, 7L:.A?wi /a, Ale ,$Y$g sca 6 : 5 ,bra wr'? 4y: 7`t (--T3 /3/08' ,Dr410/.6,5 .: - / .. >ia \ �. �3.. w,t> , <,.. } >'{ "�, \ �a 1i3:...�,.>.;:.;c a; ...� �.: ¢.�' • °k:.,xg"• »-� c •.t' •d r � Yc� . �.: � .:.,."' `Y . � i • � c �. a� Wit:: �s'c:._•a�c.rs. ::�::.:�: �� � \��i��Z�v, ���.`.. z a � ��\. � �"�° '�: -,. ",•+�'�:� . m\\.. �, tii >. �..�. •.� �:a. �� •z.�'�..:�a�h .`�:�a�.\� \�<ao.: » �,a�i;=�. WOOD ❑RKING BENCI- 1 OF 3 DOOR WOOD WORKIN BENCH 2 OF' R.iLL ING TA 2 9 ROLLING TA DOOR WOOD W❑RKIN BENCH 3 OF TRAS #1(� BAND SAV DRIL RES mom W4 illmilatim■• CNC COMPUT WORKSTAT 4'x12' PRIMARY DUST COLLEC SYSTEM 4'x12' NEW RACKS STARBUCKS TABLE SAW NG cREA I IXTL RING F 4 TABL 4`x12' gro L{ LATTI:E` SANDE \ J EMPLOYEE LOCKERS t 5pni ,9 ° RACK I SIDED (NErr/ DE SIbED (EXISTING,) LARGEST MATERIAL • SHOWN HERE AT 16' LONG J — ' D 0,r 0 s5 3 /8' R!l 7hrc ,7e1 Supp - I, / S" « 4'x12' 4'x12' 0 W TabUSettd -e ' Anr /Cam sa�r Ch 49 Scu_i) z'q3 Cnlf (Zoc.I LOADED IT AND UNLOADED ERACK HAND LARGEST NMAT IAL WV. SHOWN HERE AT 16' LONG 2 Q -u r'.`/. ER ON 40\ ($ / -PA4,• oprti /6.6(.1.5a.,,..1 yip 1 SIDE RAC EXISTI ) (For CVG storage) EXISTING CANT. RACK /" / Norf11 N See .nFun%Ii Z S'X10' ROLLING TABLE 1 O F 1 ROLLING TABLE Relocated fram lattice w J I ~ Wo LI J J1-- { WINDOW ABRA37II MACHINE <MARINE2 u, ROLLING TABLE m 3 O 3 LOAD SIDE O.4C, fIlcSr / /zc)Lvs ,4! 8:066 c v J4{ "sP UNLOAD SIDE W cx� cry w Z J - N 0 w 1 / / / / / / / / / / / / / /// /ELECTRIC FORKLIFT PARK //////////////////A L 0 G- 0, d U 0 0, ce ,Dke • SIC /D.C/ " - D O x 0) n 4re9 . . 2.41r rite. " p .V Me0A..- 517/44.41, X.4 ., rprnelq*:14,ir95 _dem Ae4As hee rd ok4 choe v' C hop &,.c0.znes y "0 (/f:) fA cgqc; REVIEWED FOR APPROVED C�DCODE CCM COMPLIANCE MAY -1 ?NB City Of Tukwila 13:.... CORRECTION MO8o8S 13/16" DIA. HOLE 140 7/8 CLEARANCE TO BOTTOM OF RAISED HORIZONTAL BRACE 1/2" THK. FOOT PAD DETAIL L 46 /8 RAISED STRUCTURE BRACING THIS SIDE ONLY 2 1/2 ;IIIIIIIIIi111111IIIIIII 11111111111111111111111 - 111111111111111111111 11 "m1 1111111M1111111 (11111111111111111 1111 m11111111111111111111 111111111111111111111 111111111111 IIIIIIIII11111111IIII11 .IIIIIIIIIIIIIIIIIIIII1I > OF INLET HIGH ENTRY INLET INLET FLANGE (SEE DETAIL) 35 21 1/2 243 3/8 112 3/8 LIFTING LUGS (8 PLC'S) > OF EXPLOSION VENT 27 35 1/4 IS PROVIDED, BUT NOT SHOWN IN THIS VIEW 27 70 1/2 1 22 9/16- 70 1/2 / > OF FAN OUTLET 83 11/16 GAUGE PORT g) (FAR SIDE) � 1-1/2" FN PT ON EACH END OF COMPRESSED AIR HEADER 22 1/2r- > OF 12" BOLTED INSPECTION COVER FOOT PAD TIMER ENCLOSURE PNEUMATIC NOISE REDUCERS - 7 T- HANDLE r SERVICE DOOR LADDER STANDOFF REF. FS16X12 AIRLOCK 7' MIN. 8' MAX. V > OF PLATFORM 335 7/16 30 26 16 3/4 INSIDE 46 1 /8 r r INLET FLANGE DETAIL (16) 7/16" DIA. HOLES ON A 28" B.C. 1/4" THK. GANG PLANK BRACE WELDED GRATE DISCHARGE FLANGE (SEE DETAIL) STRUCTURE, X-- BRACING SHOWN IN PHANTOM FOR CLARITY 16 1 SQBI -200 (MBI -30) FAN REVISIONS LTR. A 4 5/8 DRAWN BY JJW SCALE DESCRIPTION RELEASED FOR CUSTOMER INFORMATION 4 5/8 4 11/16 1 4, 4 11/16 4 11/16 16 12 SQ. DISCHARGE FLANGE DETAIL (MATES FS16X12 AIRLOCK) a NOTES: 1. ALL DIMENSIONS ARE IN INCHES. Talikno .. . 2. 3. FILTER CLEANING MECHANISM REQUIRES 10 SCFM CLEAN, DRY PLANT AIR AT 90 -100 PSIG. 4. NEMA 4 TIMER BOARD & SOLENOID VALVE ENCLOSURE REQUIRES 110 VOLT, 60 HZ. POWER SUPPLY. SOLENOID EXHAUST PORTS TO HAVE PNEUMATIC NOISE REDUCERS 5. HOUSING AND HOPPER ARE INSTALLATION ROTATABLE IN 90° INCREMENTS. 6. FILTER IS STRESSED FOR 17" W.C. 7. FILTER INCLUDES (64) 16 OZ. SINGED POLYESTER DACRON CUFF TOP BAGS & GALVANIZED CAGES PROVIDING 1062 SQ. FT. OF CLOTH AND AN AIR TO CLOTH RATIO OF 7.94:1 © 8000 CFM. 8. 1/8" NPT MUST HAVE PIPE PLUG, IF DIFFERENTIAL PRESSURE GAUGE IS NOT USED INCLUDES DIFFERENTIAL PRESSURE MAGNAHELIC GAUGE SHIPPED LOOSE FOR FIELD INSTALLATION. 9. CINCINNATI MODEL SQBI-- 200/95% WHEEL WIDTH - HDBI-200 WHEEL -CW-BH DISCHARGE -DIRECT DRIVE ARRANGMENT 4HM,HORIZONTAL MOUNT. - INCLUDES OUTLET FLANGE. - INCLUDES SLIDE BLADE DAMPER INSTALLED. - INCLUDES TEFLON SHAH' SEAL -MOTOR: 30HP 3/60/230/460, 1.15SF,3600 RPM,TEFC, EPACT COMPLIANT MingSIOESTRU 11. ESTIMATED WEIGHTS: FILTER UNIT W/ BAGS AND CAGES= 4,757 LBS. FAN= 720 LBS. PLATFORM AND LADDER= 770 LBS. STRUCTURE= 780 LBS. TOTAL UNIT WEIGHT= 7,027 LBS. 12. FILTER SERIAL NO.: 126117-001-1 FAN SERIAL NO.: 126117 -003 -1 13. EXTERIOR FINISH: STD. MAC WHITE 14. SUPPORT STRUCTURE TO HAVE RAISED X- -BRACING WITH HORIZONTAL BRACE ON (1) SIDE ONLY TO ALLOW ACCESS CLEARANCE FOR DRUM REMOVAL, ALL OTHER SIDES TO BE FULLY X- BRACED 0 0 7/16" DIA. HOLES DATE 03/17/08 4 11/16 1/4" THK. 2 NP. BY JJW DATE UNLESS OTHERWISE SPECIFIED 03/1 7/08 DIMENSIONS ARE IN INCHES TOLERANCES: 3 64 " =1 OECIAWL; FRACTION: OVERALL.: .. ac X05 ±1/16 THIS MATERIAL IS THE PROPERTY OF MAC EQUIPMENT INC. AND SHOULD NOT BE REPRODUCED,PUBLISHED OR DISCLOSED TO OTHERS WITHOUT AUTHORIZATION AND SHALL NOT BE USED IN ANY WAY AGAINST OR DETRI- MENTAL TO MAC EQUIPMENT INC.. SABETHA, KANSAS. 120LVS64 FILTER W/ TOP MOUNTED MBI -30 FAN FOR ARGO BLOWER JOB NO. t20 ±3/8 126117 a,20 ±I DRAWING NO. 0 0 0 REV. 67 1/4 cr (SEE DETAIL) 67 1/4 3 -24 -2008 9:44:48 JJW This print is certified to ± 1/4 inch dimensions up to dimensions greater MAC EQUIPVE B Y JAS( on \ to be dimensionally correct all components, ± 1/2 on overall 120 inches and ± 1 1/2 on than 120. \T, I \C. WF BE R DAA RECEIVFP all APR 172008 PERMITCENTE1r - 18--08 X- BRACING 13/16" DIA. HOLE 140 7/8 CLEARANCE TO BOTTOM OF RAISED HORIZONTAL BRACE 1/2" THK. FOOT PAD DETAIL L 46 /8 RAISED STRUCTURE BRACING THIS SIDE ONLY 2 1/2 ;IIIIIIIIIi111111IIIIIII 11111111111111111111111 - 111111111111111111111 11 "m1 1111111M1111111 (11111111111111111 1111 m11111111111111111111 111111111111111111111 111111111111 IIIIIIIII11111111IIII11 .IIIIIIIIIIIIIIIIIIIII1I > OF INLET HIGH ENTRY INLET INLET FLANGE (SEE DETAIL) 35 21 1/2 243 3/8 112 3/8 LIFTING LUGS (8 PLC'S) > OF EXPLOSION VENT 27 35 1/4 IS PROVIDED, BUT NOT SHOWN IN THIS VIEW 27 70 1/2 1 22 9/16- 70 1/2 / > OF FAN OUTLET 83 11/16 GAUGE PORT g) (FAR SIDE) � 1-1/2" FN PT ON EACH END OF COMPRESSED AIR HEADER 22 1/2r- > OF 12" BOLTED INSPECTION COVER FOOT PAD TIMER ENCLOSURE PNEUMATIC NOISE REDUCERS - 7 T- HANDLE r SERVICE DOOR LADDER STANDOFF REF. FS16X12 AIRLOCK 7' MIN. 8' MAX. V > OF PLATFORM 335 7/16 30 26 16 3/4 INSIDE 46 1 /8 r r INLET FLANGE DETAIL (16) 7/16" DIA. HOLES ON A 28" B.C. 1/4" THK. GANG PLANK BRACE WELDED GRATE DISCHARGE FLANGE (SEE DETAIL) STRUCTURE, X-- BRACING SHOWN IN PHANTOM FOR CLARITY 16 1 SQBI -200 (MBI -30) FAN REVISIONS LTR. A 4 5/8 DRAWN BY JJW SCALE DESCRIPTION RELEASED FOR CUSTOMER INFORMATION 4 5/8 4 11/16 1 4, 4 11/16 4 11/16 16 12 SQ. DISCHARGE FLANGE DETAIL (MATES FS16X12 AIRLOCK) a NOTES: 1. ALL DIMENSIONS ARE IN INCHES. Talikno .. . 2. 3. FILTER CLEANING MECHANISM REQUIRES 10 SCFM CLEAN, DRY PLANT AIR AT 90 -100 PSIG. 4. NEMA 4 TIMER BOARD & SOLENOID VALVE ENCLOSURE REQUIRES 110 VOLT, 60 HZ. POWER SUPPLY. SOLENOID EXHAUST PORTS TO HAVE PNEUMATIC NOISE REDUCERS 5. HOUSING AND HOPPER ARE INSTALLATION ROTATABLE IN 90° INCREMENTS. 6. FILTER IS STRESSED FOR 17" W.C. 7. FILTER INCLUDES (64) 16 OZ. SINGED POLYESTER DACRON CUFF TOP BAGS & GALVANIZED CAGES PROVIDING 1062 SQ. FT. OF CLOTH AND AN AIR TO CLOTH RATIO OF 7.94:1 © 8000 CFM. 8. 1/8" NPT MUST HAVE PIPE PLUG, IF DIFFERENTIAL PRESSURE GAUGE IS NOT USED INCLUDES DIFFERENTIAL PRESSURE MAGNAHELIC GAUGE SHIPPED LOOSE FOR FIELD INSTALLATION. 9. CINCINNATI MODEL SQBI-- 200/95% WHEEL WIDTH - HDBI-200 WHEEL -CW-BH DISCHARGE -DIRECT DRIVE ARRANGMENT 4HM,HORIZONTAL MOUNT. - INCLUDES OUTLET FLANGE. - INCLUDES SLIDE BLADE DAMPER INSTALLED. - INCLUDES TEFLON SHAH' SEAL -MOTOR: 30HP 3/60/230/460, 1.15SF,3600 RPM,TEFC, EPACT COMPLIANT MingSIOESTRU 11. ESTIMATED WEIGHTS: FILTER UNIT W/ BAGS AND CAGES= 4,757 LBS. FAN= 720 LBS. PLATFORM AND LADDER= 770 LBS. STRUCTURE= 780 LBS. TOTAL UNIT WEIGHT= 7,027 LBS. 12. FILTER SERIAL NO.: 126117-001-1 FAN SERIAL NO.: 126117 -003 -1 13. EXTERIOR FINISH: STD. MAC WHITE 14. SUPPORT STRUCTURE TO HAVE RAISED X- -BRACING WITH HORIZONTAL BRACE ON (1) SIDE ONLY TO ALLOW ACCESS CLEARANCE FOR DRUM REMOVAL, ALL OTHER SIDES TO BE FULLY X- BRACED 0 0 7/16" DIA. HOLES DATE 03/17/08 4 11/16 1/4" THK. 2 NP. BY JJW DATE UNLESS OTHERWISE SPECIFIED 03/1 7/08 DIMENSIONS ARE IN INCHES TOLERANCES: 3 64 " =1 OECIAWL; FRACTION: OVERALL.: .. ac X05 ±1/16 THIS MATERIAL IS THE PROPERTY OF MAC EQUIPMENT INC. AND SHOULD NOT BE REPRODUCED,PUBLISHED OR DISCLOSED TO OTHERS WITHOUT AUTHORIZATION AND SHALL NOT BE USED IN ANY WAY AGAINST OR DETRI- MENTAL TO MAC EQUIPMENT INC.. SABETHA, KANSAS. 120LVS64 FILTER W/ TOP MOUNTED MBI -30 FAN FOR ARGO BLOWER JOB NO. t20 ±3/8 126117 a,20 ±I DRAWING NO. 0 0 0 REV. 67 1/4 cr (SEE DETAIL) 67 1/4 3 -24 -2008 9:44:48 JJW RAISED 0 X- BRACING THIS SIDE ONLY FOR ACCESS 13/16" DIA. HOLE 140 7/8 CLEARANCE TO BOTTOM OF RAISED HORIZONTAL BRACE 1/2" THK. FOOT PAD DETAIL L 46 /8 RAISED STRUCTURE BRACING THIS SIDE ONLY 2 1/2 ;IIIIIIIIIi111111IIIIIII 11111111111111111111111 - 111111111111111111111 11 "m1 1111111M1111111 (11111111111111111 1111 m11111111111111111111 111111111111111111111 111111111111 IIIIIIIII11111111IIII11 .IIIIIIIIIIIIIIIIIIIII1I > OF INLET HIGH ENTRY INLET INLET FLANGE (SEE DETAIL) 35 21 1/2 243 3/8 112 3/8 LIFTING LUGS (8 PLC'S) > OF EXPLOSION VENT 27 35 1/4 IS PROVIDED, BUT NOT SHOWN IN THIS VIEW 27 70 1/2 1 22 9/16- 70 1/2 / > OF FAN OUTLET 83 11/16 GAUGE PORT g) (FAR SIDE) � 1-1/2" FN PT ON EACH END OF COMPRESSED AIR HEADER 22 1/2r- > OF 12" BOLTED INSPECTION COVER FOOT PAD TIMER ENCLOSURE PNEUMATIC NOISE REDUCERS - 7 T- HANDLE r SERVICE DOOR LADDER STANDOFF REF. FS16X12 AIRLOCK 7' MIN. 8' MAX. V > OF PLATFORM 335 7/16 30 26 16 3/4 INSIDE 46 1 /8 r r INLET FLANGE DETAIL (16) 7/16" DIA. HOLES ON A 28" B.C. 1/4" THK. GANG PLANK BRACE WELDED GRATE DISCHARGE FLANGE (SEE DETAIL) STRUCTURE, X-- BRACING SHOWN IN PHANTOM FOR CLARITY 16 1 SQBI -200 (MBI -30) FAN REVISIONS LTR. A 4 5/8 DRAWN BY JJW SCALE DESCRIPTION RELEASED FOR CUSTOMER INFORMATION 4 5/8 4 11/16 1 4, 4 11/16 4 11/16 16 12 SQ. DISCHARGE FLANGE DETAIL (MATES FS16X12 AIRLOCK) a NOTES: 1. ALL DIMENSIONS ARE IN INCHES. Talikno .. . 2. 3. FILTER CLEANING MECHANISM REQUIRES 10 SCFM CLEAN, DRY PLANT AIR AT 90 -100 PSIG. 4. NEMA 4 TIMER BOARD & SOLENOID VALVE ENCLOSURE REQUIRES 110 VOLT, 60 HZ. POWER SUPPLY. SOLENOID EXHAUST PORTS TO HAVE PNEUMATIC NOISE REDUCERS 5. HOUSING AND HOPPER ARE INSTALLATION ROTATABLE IN 90° INCREMENTS. 6. FILTER IS STRESSED FOR 17" W.C. 7. FILTER INCLUDES (64) 16 OZ. SINGED POLYESTER DACRON CUFF TOP BAGS & GALVANIZED CAGES PROVIDING 1062 SQ. FT. OF CLOTH AND AN AIR TO CLOTH RATIO OF 7.94:1 © 8000 CFM. 8. 1/8" NPT MUST HAVE PIPE PLUG, IF DIFFERENTIAL PRESSURE GAUGE IS NOT USED INCLUDES DIFFERENTIAL PRESSURE MAGNAHELIC GAUGE SHIPPED LOOSE FOR FIELD INSTALLATION. 9. CINCINNATI MODEL SQBI-- 200/95% WHEEL WIDTH - HDBI-200 WHEEL -CW-BH DISCHARGE -DIRECT DRIVE ARRANGMENT 4HM,HORIZONTAL MOUNT. - INCLUDES OUTLET FLANGE. - INCLUDES SLIDE BLADE DAMPER INSTALLED. - INCLUDES TEFLON SHAH' SEAL -MOTOR: 30HP 3/60/230/460, 1.15SF,3600 RPM,TEFC, EPACT COMPLIANT MingSIOESTRU 11. ESTIMATED WEIGHTS: FILTER UNIT W/ BAGS AND CAGES= 4,757 LBS. FAN= 720 LBS. PLATFORM AND LADDER= 770 LBS. STRUCTURE= 780 LBS. TOTAL UNIT WEIGHT= 7,027 LBS. 12. FILTER SERIAL NO.: 126117-001-1 FAN SERIAL NO.: 126117 -003 -1 13. EXTERIOR FINISH: STD. MAC WHITE 14. SUPPORT STRUCTURE TO HAVE RAISED X- -BRACING WITH HORIZONTAL BRACE ON (1) SIDE ONLY TO ALLOW ACCESS CLEARANCE FOR DRUM REMOVAL, ALL OTHER SIDES TO BE FULLY X- BRACED 0 0 7/16" DIA. HOLES DATE 03/17/08 4 11/16 1/4" THK. 2 NP. BY JJW DATE UNLESS OTHERWISE SPECIFIED 03/1 7/08 DIMENSIONS ARE IN INCHES TOLERANCES: 3 64 " =1 OECIAWL; FRACTION: OVERALL.: .. ac X05 ±1/16 THIS MATERIAL IS THE PROPERTY OF MAC EQUIPMENT INC. AND SHOULD NOT BE REPRODUCED,PUBLISHED OR DISCLOSED TO OTHERS WITHOUT AUTHORIZATION AND SHALL NOT BE USED IN ANY WAY AGAINST OR DETRI- MENTAL TO MAC EQUIPMENT INC.. SABETHA, KANSAS. 120LVS64 FILTER W/ TOP MOUNTED MBI -30 FAN FOR ARGO BLOWER JOB NO. t20 ±3/8 126117 a,20 ±I DRAWING NO. 0 0 0 REV. 67 1/4 cr (SEE DETAIL) 67 1/4 3 -24 -2008 9:44:48 JJW