Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D09-040 - RAINIER INDUSTRIES - WASH BOOTH, POWDER OVEN AND POWDER BOOTH
RAINIER INDUSTRIES 18375 OLYMPIC AV S D09 -040 Parcel No.: 7888900130 Address: 18375 OLYMPIC AV S TUKW Suite No: Tenant: Name: RAINIER INDUSTRIES Address: 18375 OLYMPIC AV S , TUKWILA WA Owner: Name: RAINIER INDUSTRIES LTD Address: 18375 OLYMPIC AVE S , TUKWILA WA 98188 Phone: Contact Person: Name: J.R. ROGERS Address: 17739 15 AVE NE , SHORELINE WA 98155 Phone: 425 754 -3934 Contractor: Name: INDUSTRIAL AIR SYSTEMS INC Address: 17739 15TH AVE NE , SEATTLE, WA 98155 Phone: Contractor License No: INDUSAS099JZ doc: IBC -10/06 City41If 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 DEVELOPMENT PERMIT DESCRIPTION OF WORK: INSTALL A BATCH WASH BOOTH, BATCH POWDER OVEN, AND BATCH POWDER BOOTH. Permit Number: D09 -040 Issue Date: 08/14/2009 Permit Expires On: 02/10/2010 * *continued on next page ** Expiration Date: 09/02/2010 Value of Construction: $172,282.00 Fees Collected: $3,265.41 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: D09 -040 Printed: 08 -14 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City dilTukwila • 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Number: D09 -040 Issue Date: 08/14/2009 Permit Expires On: 02/10/2010 � Permit Center Authorized Signature: L&2 Date: 8`1 U t `0Q 1 I hereby certify that I have read and examined this permit and know the same to be true and correct. AU 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 development permit. Signature: Dever , Print Name: Pb n/ l / � - c d e rc. Date: 11 / 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. doc: IBC -10/06 D09 -040 Printed: 08 -14 -2009 Parcel No.: 7888900130 Address: Suite No: Tenant: 18375 OLYMPIC AV S TUKW RAINIER INDUSTRIES 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 • r 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 13: Extend sprinlder protection to the powder coating booth. PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D09 -040 ISSUED 03/17/2009 08/14/2009 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 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: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 10: 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. 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 15: All new sprinlder 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 D09 -040 Printed: 08 -14 -2009 • 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 the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 16: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 17: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D09 -040 Printed: 08 -14 -2009 Signature: 7 -� Kwt Print Name: Po • 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 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. doc: Cond -10/06 D09 -040 Date: 9 (J el ordinances governing or local laws regulating Printed: 08 -14 -2009 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 littp://www.ci.tukwila.wa.us S ITE LOCATION Site Address 18375 Olympic Ave S, Seattle WA 98188 Tenant Name: Rainier Industries Property Owners Name: Campbell Real Estate LLC Mailing Address: 16810 SE 224th St. CONTACT PERSON who do we contact when your permit is ready to be issued' Name: J.R. Rogers Mailing Address: 17739 15th Ave NE E - Mail Address: jr @finishingequipment.com Company Name: Industrial Air Systems Mailing Address: 17739 15th Ave NE Contact Person: J.R. Rogers E - Mail Address: jr @finishingequipment.com Contractor Registration Number: indusasj099jz 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 ** Contact Person: E -Mail Address: King Co Assessor's Tax No.: f �`' , %Z'1 0-0t Suite Number: Floor: New Tenant: ❑ Yes ®..No Kent City Day Telephone: (425) 7543934 Shoreline WA 98155 City State Fax Number: (206) 363 -0129 GENERAL CONT INFORMATION , , (Contractor Information° for`Mechancal (p 4) for Plumbing and Gas Piping (pi Shoreline City State Day Telephone: (425) 7543934 (206) 363 -0119 Expiration Date: 09/02/2010 Fax Number: ARCHITECT 'OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Day Telephone: Fax Number: ENGINEER OF REC All must be wet stamped by Engineer of Record Company Name: Mailing Address: DCI Engineers 3120 Colby Ave, Suite 100 Contact Person: Troy Bean E -Mail Address: H:\Applications\Fomu- Applications On Line\2009 Applications \1-2009 - Permit Application.doc Revised 1 -2009 bh Everett (For office use only) WA 98042 State Zip State State (425) 252-0454 Zip WA 98155 Zip Zip WA 98201 Zip City Day Telephone: Fax Number: Page 1 of 6 Valuation of Project (contractor's bid price): $ 172,282 Existing Building Valuation: $ 14,000,000 ildi Scope of Work (please provide detailed information): Install a batch wash booth, batch powder oven & batch powder boob PRE09 -003 was applied for on this project Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below tar Floor 2`' Floor Floor semen eces$Q*7, eruct Attached''Garage Detached Garage De ' :overed' Uncovered Deck t 119,450 13,550 Interior Remodel Addition to Existing Structure Type of Construction per Type of occupancy per PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: H: Applications \Forms - Applications On Line\2009 Applications \ 1-2009 - Permit Applicetion.doc Revised 1 -2009 bb m.. No If yes, a separate permit and plan submittal will be required. Floor area of accessory dwelling: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? m Yes ❑ No If `yes ; attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 I Date Application Accepted: 0,,b I 11, i Date Application Expires: 6 91 Staff Initials: A./ �pllcable to all permits in this a 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 OWNER I A �i: ORIZED AGENT: Signature: Print Name: j G Ll vi il� - c�j Ph Mailing Address: 17 ? 3 <i / , H: \Applications\Forms- Applicatiaos On Line\2009 Applications \ 1-2009 - Permit Application.doc Revised: 1 -2009 bh Date: - 7 - Day Telephone: 4 -7 1 2 - "7 `S "/- i 3 <- I Sh pare (h, e 4 30 ) /6 - 5 — City sate Zip Page 6 of 6 RECEIPT NO: R09 -00422 Initials: JEM User ID: 1165 SET ID: S000001180 SET TRANSACTIONS: Set Member Amount D09 -040 M09 -026 TOTAL: ACCOUNT ITEM LIST: Description CiR of Tukwila. Payee: INDUSTRIAL AIR SYSTEMS, INC. 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 3,265.41 196.29 3,265.41 TRANSACTION LIST: Type Method Description Payment Check 42349 BUILDING - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE TOTAL: Payment Date: 03/17/2009 Total Payment: 3,461.70 SET NAME: RAINIER INDUSTRIES Amount 3,461.70 3,461.70 Account Code Current Pmts 000/322.100 1,976.31 000.322.102.00.0 157.03 000/345.830 1,323.86 640.237.114 4.50 TOTAL: 3,461.70 Project : Type of Inspe ion: 4 Addr • ss: Date Cal ed: /� �( + Special Instructions: C41/ T2 V ��' Date Wanted: ?.....- a.m. P.m. Requester TR. one No: 75 Xc-3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 — y Approved per applicable codes. D Corrections required prior to approval. - COMMENTS: pe1J�ai w 4k p c.pere c7.:3 AS MAtke Inspec ,k4k k/e, Date:cj $60 00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt o.: INSPECTION RECORD Retain a copy with permit (Date: (206)431 -3670 PERMIT NO. COMMENTS: A.4.4 t i `•1 I-4 e_ t-c.. i e i c.,p e c:_ i _} U f A ( e / 7,9 A--- X 111 i 7.7-A- R 9 . it • (/& '. � .. ' ` r- pf or v f t .c' Special Instructions: C ?--CV L .,,. -\ J r•r ; i f . cc (= //tiJA S°.I' 4q 00 / 10 R - 166 — 0 3 8 - 4 6) r gA2K-4 3J °-di [000,)0 frriL/ j G.Nf Phone No: i 5-426 35'3 q I A16� . S o Alt. (,�f J.QA - r4) ff445 / E. ALA:, 7 M (o �"��j n pt J I'/' 7-- 't.,..1 ..- 1.f) .Sl Project: RA /VC 1- i //1/6 - /- Type of Inspection: 1 /----/ /1/ / Add ss: X - ort/ /71, � Av S• Date Called: Special Instructions: C ?--CV Date Wanted: 9 /_ Ca Requester Phone No: i 5-426 35'3 q 7- ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector! s ` Dos -ogo PERMIT NO. (206)431 -3670 Corrections required prior to approval. I Date: s'"? d J El $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: I t Project: A,N,cx- - Type of Inspection: Fire Alarm; . Address: /03 95 Suite #: aym Oc., 4v 5.. Contact Person: — DANA D — Tk ov ► . . i u • Ka, a, -•ra- Special Instructions: Pre -Fire: Phone No.: Hzs - `1S I - I lS S Needs Shift Inspection: Sprinklers: Fire Alarm; . Hood & Duct: Monitor t • Pre -Fire: Permits: : Occuparicy Type: I INSPECTION NUMBER • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 "Approved per applicable codes. COMMENTS: 4,pc► caktiot. Ai 2a-_ t b.S - < tohr CY11,ki i & -- 6 ttt Inspector: Aa1,16. / N44 I AT/05 n Corrections required prior to approval. Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 1100 Seven Mile Road NW, Comstock Park, Ml 49321 Phone: 616.784.0500 • Toll Free: 800.536.3461 • Fax: 616.784.0435 • www.rapidengineering.com Batch Oven Design Code Compliance August 25, 2008 Rapid Engineering's ovens are designed to a number of standards and codes. Below is an outline: 1) Control panel and associated components: a. Rapid Engineering is a UL certified panel shop b. Undergo periodic inspections to ensure compliance c. All the applicable components have a UL listing and the control panel wiring and use of the devices comply with UL -508A d. NEMA panel enclosures 2) Gas Trains: Designed to FM (Factory Mutual) standards and to NFPA 86. a. Dual gas valves on the main gas train and on the pilot line. b. Proof of closure circuit to ensure the valves are closed prior to ignition c. Test points for valve leak check d. Pressure gauges to aid in start-up, maintenance and troubleshooting 3) Oven Design: Based on `Class A' ovens as designated by NFPA -86. a. Exhaust air proving switch b. Proper purge time prior to ignition c. Proper rating labels on burner box and control panel d. Independent high temperature limit device e. Air flow proving switch for the burner and re- circulating fan f. High and low gas pressure switches g. Listed flame proving and ignition system 4) Factory wiring per the NEC (National Electric Code) a. Appropriate disconnects b. Correct fusing and overload protection c. Appropriate wire gauges and colors 5) Miscellaneous a. Ductwork is sized and designed per SMACNA standards b. Door latches are designed to allow doors to open from the inside These ovens as an entire complete unit are not UL or ETL Listed. Rapid Engineering David Roberts Director of Sales — Industrial Process and Finishing Equipment bO3b 0 '1 tw Rapid RECEIVED CITY OF TUKWILA MAR 17 2009 PERMIT CENTER C� 1201-0 Tukwila Building Division Attn: Dave Larson, Senior Plan Examiner Date: Project Name: Permit #: Plan Review: May 5 2009 Rainier Industries — Powder ,ration M09 -026 Dave Larson, Senior Plans Examiner Below are Rainier's responses to the Building Division Review Memo from Dave Larson dated 4/28/09. 1. Rainier /Finishing Equipment NW will have an outside listing agency "List" the powder coat oven /furnace as an appliance. We ask that the city of Tukwila issue this permit now based on the condition that the oven be listed as soon as possible. The listing agency can be preparing their listing report while the powder coat oven is being assembled. 2. Again - Rainier /Finishing Equipment NW will have an outside listing agency "List" the powder coat oven & furnace as an appliance. Finishing Equipment NW has previously provided the city with documentation in the form of drawings and technical information describing the function of the furnace. A representative of Finishing Equipment NW will be glad to sit down with a representative of the City of Tukwila to further explain the operation of this system. 3. The unit comes from the manufacture with an EPO located on the control panel. If the code requires an additional EPO to be remotely located, please let Rainier know where the city /code requires it to be located. Once the final location of the remote EPO is known, Rainier /Finishing Equipment NW will update the plan, along with a description of " "what will happen when activated," and submit a revised drawing to the city. 4. Based on the interior volume of the room the powder coat oven will be in, along with the extreme low (virtually none) output of smoke from the powder coat process, Rainier is asking the city not to require any additional smoke protection. The oven operates with a slight negative internal pressure, any smoke generated in the baking process is exhausted out the chimney before the doors are opened. For the purpose of this operation, the oven chamber itself, is the contained chamber that completely contains and exhausts any smoke. 5. The remaining obstacle to the city's issuance of this permit is clearly that the p oven /furnace is not listed. If the city can agree to grant the permit based on th that the "appliance" be listed prior then there is no reason to separate this per Please feel free to call either myself or JR if you have any questions. We would both meet you either here or at the city to address any concerns that you may still have. Bruce Blunt Rainier Industries, Ltd (206) 423 -0943 JR Rogers Finishing Equipment NW Div. Industrial Air Systems Inc Cell 425 - 754 -3934 Office 206 - 363 -0119 CORRECTION LTR# Z tilitYreft Rainier Industries, Ltd, 18375 Olympic Avenue South, Tukwila, WA 98188 ODE COMMA IAN LIAN e g Ro MAY 2 2 2009 City of Tukwila MAY 05 2009 PERMIT CENTER STRUCTURAL CALCULATIONS FOR RAINIER INDUSTRIES 18375 OLYMPIC AVE S TUKWILA, WASHINGTON 98118 FOR FINISHING EQUIPMENT NORTHWEST 17739- 15TH AVE NE SHORELINE, WA 98155 6- Mar -09 BY :Trevor Schultz, E.I.T. EISI Ltd. 1900 WEST EMERSON PL. SUITE 200 SEATTLE, WA. 98119 (206) 284 -1181 JOB NO. 09 -036 pormtt REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2009 bL- LUk C of Tukwila BUILDING DIVISION FILE COPY RECEIVED CITY OF TUKWILA MAR 17 2009 PERMIT CENTER 7' ri consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284 -1181 A FAX (206) 284 -1236 Job No. OCi-D36 Sheet Of Client: Project: Subject: 8y. Date: SI -1fET SP ISMIC_ 1.0mzs W Il Boo-+1 1Ji PoWD Ecot -I PEI 6 l-CH ovFO E® �K) C 1404_ oLT P.FQul e_me Sr fis 1 - 10 C(Nreml S I tl' PSbL "SST - Xp" DHEIVE 1c H I? X5o AI 1,J ASIA ecoTH a- A3 Sow DER fzen4 PT 12 ArcH ev ry ►4 - 43 51 wt 10saa\i a Snot.) b -13 oLT " f S(otJ P ttorz A' - A I b ; / consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284 -1181 • FAX (206) 284 -1236 Job No. 01- Sheet I Of Client: Project: Subject: By: Date: S�is�t1 : 9,CU0-6 /Kc-E 7-O S = 1.50 G- 1 LE. I - = o, 5c C,- OCCUPr'1tspcY a Tp - I•d S 17"E CA-11 C UN KMOT ' J ;O L L' 4-1 l . v =Clio') C I i% G-) = 1.50 F v = I . S, 1 .s �►.� , - (1. S) (D. So) = 0a7-5 11. t — 3 S = a /3 , 5,,,,,s = 1, 0 G- E 7 -0S IS. C Nom 131-PG, si I S. `1- R- 3. sL a,o («.4-a) cIm - o.g s S 1.v 0.33we 70. 2 /z 3 . 0 /1,0 aO Z4TC I A DS . ).a p + 1.0E - (10a (so= 1.0) b o. IA 9`p +.,34P -+ 1.0E -0O39- 0.1x4 1,D)0 4 - 60_0( o.so) _ 13 2 -12% 1.0 � � II # i \ I % a \ `t _ qI s3v srwI IsstI Nrw)11 — __ I rs13'1 , 1111 II e e (ss�� rrrs 1 � II I I sagsAccss I xs8AC sslA — — — — �� Iaa =.�SSI I,WACCEBrl!I — - IITIRTI— 1 111111111111111 1111111111111111 1111 11111 minim 1111111111111111 nuuumnm 111111111111 i consulting engineers 1900 W Emerson Seattle, ► 98119 Phone (206) 284 -1181 • FAX (206) 284 -1236 Job No. C21 UE i- Of Client: Project: Subject: By Date: 0 WAN &T • E I6HT i}-Pf ®x (a. ) '8 LAW/ ger)f )( IC ® )( )(yI Yu) = .9a4 /SF 1. DOOR CLEAR 10' -4" FRONT ELEVATION (33)I,)T 4.030# V= 13# h TPA 10.S 31 *f+ 10- 5000 4 11' (OS 41 onvi - c oaO 24' -10 i,r PLAN VIEW SIDE ELEVATION 25' -2" consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284 -1181 0 FAX (206) 284 -1236 Job No. 1 v3 ' Sheet Pe--I Of Client: Project: Subject: BY Date: iCLJ DER- &x T H wEtor: 1F (A = aa0i*ISF R F : ( 4 / la` )Las` 5o # WkLLs /sf)(10, 5 l fia. 5 )( � )(to)= /4d,a # F/LrrR V =(. )(3W9t+ / Q # C7r-,v\ , (633) [ (SW 1 )+ (i )] 3913 - OT FI = ( - 33)(3 # ) (• q ' 4) 09 J' VORKING _i(;TH BOOTH 25' WORKING LENGTH 31'21;16" O.D PLAN VIEW 900TH SHELL • 18 GA. GALV. STEEL 6' 2 :116" ' ''JORKI'IG LENGTH .6" 'L o. consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 Job No. oq £01 Of Client: Project: Subject: By. Date: let CLEAR OPENING EATCH OVEN WEI OAT cO) V C. 33X l = 49o° f OTM = (49 00 '0( 1c). g goo I.— CLEAR OPENING END VIEW 1V-10 CLEAR liSGHT RUIZ - U -L. 25 OVEN ID. c= a -r g:- 2r-e PI AN VFW SIDE VIEW V-3" Approx. Stock C.L — — — MEN I.D. 1r-6- consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284 -1181 ® FAX (206) 284 -1236 Job No. O 0(o Sheet A t + Of Client: Project: Subject: By Date: Prti C,HoR_ 30 LT 1 ' wtr� L) i H E0071 -I NESS" # .2 CA . O. ?- D 0.33 ()OP roL = (. )( 4-0i:(3) (90 w) - if-so Ci - cceloEgs) (10' 10- iou &) (,Jo MU Fr) powrt=-2 Pr+'I V = I3 ao*Y iso_rs = 4- 55 SH r 4 2 CAL-C. 0. IJ - F 0 , 3 �� p C.. - 7)(1 c ( %)c=“)( . Foci) FILM Vrrr V= (. 31)(A,cb 4 ') = 3c0- p C. O )L 3a) coemE I or_r /cow U= 1'q-) /T t -Ts = 1$O % 3993 - = 146.0 (a( ta.5'') Coo orzt-i ) 5 44.4 = c;,5 4s S UP 1...4-7 consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284 -1181 ® FAX (206) 284 -1236 Job No. b Sheet Client: Project: Subject: By: Date: JA-Z k Of F CHOP 13dt-T KEG/pi-Ts C CoMT) EM-Tt M V &u = 4-clUCH % totr.Ts t S l evZT 51 EEr *L c44; 0;71) p + o. 33 1 C. 7) (i 4,600) (51, off _ 4- cakvas (ia•s')(2) Z utuftl S I'Mi SST- x P Efox`/ 5 /g" 47ALL - n4 eFA- i VOL) VA %ISO N = a? a5o A- 0 Es 1V t 1c.Hc & cEsc bg) (\n1 A-S4 atrn-1 P zzrxr}4, fiL1 g) ( Pv = 0.45 Cak•- 2 c ') - 0. CEsc - cR) A 31?-05, t - FPENP0( a b. 3,3 , 3 0.75 c VA 11\1 i cc perQ c c5V,, - C 0.5)Co. t950' = 8 a7o t = C. o , 75(x.7 i(dg o) 5 g 7-9 A 318 - a5 A €pi)c Foe k i-to g- fw-- V,koL onftx POE COTS Vr, 455, (oa bE)(I L9Z0 consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284 -1181 • FAX (206) 284 -1236 Job No. 01 Sheet ) 4$ - -3 Of Client: Project: Subject: By Date: ANGHQ o L T e o "f L cold a� A -tae Ear I1k1 5� �. T I3 bN (S)m.psaN 5E-T Vu.A ivt , N., "A)( = 7 F I LTA VN rr SOE 318 —OS mOiX (�J -31 _ \h 10 D. klcb V -{— 3°4 (.75X ) 0047 0.4-7 L lo S I on Psa N S 1f_Z4216 ML x 7" I=se -)771) co3we, rsi cott.ic, N tk.c. . (Pi VA 1310 - 7_ p,11.5 a °.�o)c cd= . c,S)C.7 - S)( c� 5. consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284 -1181 0 FAX (206) 284 -1236 Job No. - 0310 Sheet F14 Of Client: Project: Subject: By Date: CoAuETE gEtilc&r Cfftciry 040ER- Masiak) (N 01, E Y A 11/4.JCb4 11-kic.0 1"i K. \FT,: 3 5 ' / YC.1:11 = 0. e.4 c, N \Gp, N b i 14.1 Vc CA , Al ,J 1.5 ' e i Ce.,,.1,N <,5)^t- , (p -it) O. = I %4 > k l7 baS.2. Cv (.. 318 -o5 Afrx. 17- -;_s()8, 's 4) I.7 (Es . - s(b$,TA- o ) = (3)(, 0, S ( F S ISOF , 7 L L 4 Op l h ` = D. 5 G•.` ZeCU{1CI E A 6 s X91 S 1iNV A" NJ c d consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284 -1181 o FAX (206) 284 -1236 Job No. (1 b3CaSheet fte S Of Client: Project: Subject: By: Date: COkJC. 4ZeEAiQQ &AT cA-PlAccry U'iv e- T N1S ■DN CODKVr) ( Po6YJ Ci = C. O:7 - 5)( 1)Ca. f (l.1 C ( )C3 :5 )1s 4 d til txv. _ k.5 < ).5 60 CcNGR,Er E bur C.f E r S 71ok.1 4. U:2 CEWA Y, 040e) `/ = 11'1iN [K Ja i c N f C.D kcp = a. > hc 2 2.s" h 3,5" k i = I w (r oM A PHEsi c iz. C c ,) N = 3 4j,10 C c + ErE SkE «rr ( Aix . Ucps (2.6)0 = Z97-6 Ct - (TOE Li, 4- ° 501 .1 \ce (, ° 7)(3 ) = So # ' 41-SY Cdr CoN ATE Peycur �N b CAic erg gEe.3 -k r C.roJEa1 f3E J Le) N consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284 -1181 • FAX (206) 284 -1236 Job No. Sheet ft&. Of Client: Project: Subject: By Date: A A'NcH cA rY 'LER)XY) = /,3 ao �►� ce 11 '-- 49500, c2 = 718 CT tES) Ec. R. S = 3.S S - aOc TK, < 3 he� cR � tJt I, +so )-3" ' 11. A r Yed, = Co :9- f o,3 e �, tia = 7 S Es CIO -1) Y om, ? & Nr p, � Nko E.l36 . A►srn >> C (o.74-o,3( 1.75) .75 I Et (D -!6S E (1 Gck.c_ 10 , 149;77,‘ ►)( ),01)( L oSa) =X30 ( ) , 1 lit consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284 -1181 • FAX (206) 284 -1236 Job No. d1-off Sheet ,J 7" Of Client: Project: Subject: By Dote: C.c, 9cZ fey&r Cli1Ptctry Acz 3 i -oS PEio/x S1iv\I'sok) S erNG gtur Ex 1, 1 = _ - (MCA 010) Or , 4, 4 (01 4 = a - cam.lisrnato '1(3N APPLIEs LcN CD -al) Vcp = Kc P N c i E tJ Co-+) NJ ¢ Ai& 11 co 9et9,tiYc,M Vp,N1 p. 5, a. s ¥J ,, = 11 tJaS. I* 4- C Ir 17) D. to Co -3 fib= a4 he / 3 ) h (4 -") Asa) N cb = C I C Ye4 I)( y'��, �,'f)� "Pc = IA(i\) = 16,60 700 Vic = (. K -01,0)( Oc - /4-7co) = a9 v = C..7)C.75)( ).9, - J� +! SQL SN P \ih _ (�S 25W) y IOC) kcp �O foe. Aes >aS consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284 -1181 0 FAX (206) 284 -1236 Job No. Oci -O3C Sheet f1E2 Of Client: Project: Subject: By Date: S otP .ccw m. fri-K)C earREdittrs Cc ; A-Nc.toe. t3a r ► N - rn ctir) ' NIN) = (7)(. 75)( all5) = 1580 51 EEL- s4eme. t T is v ofetUS ANc tivsvg.N. sa(.35)(CCvr,) ( p.71) GIs G (45 = .1(Tis)(4 -3bb) consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284 -1181 0 FAX (206) 284 -1236 Job No. Z:I - fib Sheet hi59, Of Client: Project: Subject: By. Date: uNo ER._ V cio Z VIt`. V - =- 4'e, v Yc.., v b vb! 7 ( 1 0fo . � �' C�� J V D� � G 4C= qeS,\O 0_, p.7 Cot tJnt* B A - vc,o 4.SL). /Ay, = 2(11 1. G ffi �C 1 l XI.?s) - )3, Ave.° q v = 1 . 0 V Rotocr 4) c, v = L O• C cr-PrcKE.. Cab e, - - l7 In Q e - 1\e = 3 >5" Ca, z $ 0 75 dv --- i. VcL X 95 CA2 ? I C4,1 6. is o)( 1,0)(7)( (\.N - r vN*,e, sH�f - ��V .►JS consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284 -1181 0 FAX (206) 284 -1236 Job No. 09 - 0340 Sheet /-2 I 0 Of Client: Project: Subject: By. Date: w su V 4AS 142N g- EQ'mar LAJ, VLA4i, , Nye 4'V „ Oc I g0 710 (Jo OP Fn . � e 3`� 4 OD-31) �� 0 -%°)(, �s) (95 Ct 7s) Characteristic Symbol Units Nominal Rod Diameter 1/2" 5/8" 3/4" 7/8" 1" Nominal Diameter . d in. 0.5 0.625 0.75 0.875 1 Minimum Tensile Stress Area A in. 0.142 0.226 0.334 0.462 0.606 Tension Resistance of Steel - ASTM A 307, Grade C N„ lb. 8235 13110 19370 26975 35150 Tension Resistance of Steel - ASTM A193, Grade B7 17750 8 50 41750 57750 75750 Tension Resistance of Steel - Stainless Steel ASTM A193, Grade 86 15620 24860 36740 50820 66660 Tension Resistance of Steel - Stainless Steel ASTM A193, Grade 88 10650 16950 25050 34650 45450 Strength Reduction Factor for Tension - Steel Failure' CD 3 0.75 Minimum Shear Stress Area A„ in. 0.142 0.226 0.334 0.462 0.606 Shear Resistance of Steel - ASTM A 307, Grade C V.. lb. 4940 7865 11625 16080 21090 Shear Resistance of Steel - ASTM A193, Grade B7 10650 Grgl 25050 34650 45450 Shear Resistance of Steel - Stainless Steel ASTM A193, Grade B6 9370 14910 22040 30490 40000 Shear Resistance of Steel - Stainless Steel ASTM A193, Grade B8 6390 10170 15030 20790 27270 Reduction for Seismic Shear - ASTM A 307, Grade C ay...e 0.71 Reduction for Seismic Shear - ASTM A193, Grade B7 0.71 Reduction for Seismic Shear - Stainless Steel ASTM A193, Grade B6 0.8 Reduction for Seismic Shear - Stainless Steel ASTM A193, Grade B8 0.8 Strength Reduction Factor for Shear - Steel Failure' CD 0.65 Characteristic Symbol Units Nominal Rod Diameter (inches) 1/2 5/8 3/4 7/8 1 Drill Bit Diameter d 5/8 3/4 7/8 1 1 -1/8 Maximum Tightening Torque Tins, ft-lb 40 — 130 200 300 Permitted Embedment Depth (h Range Min/Max 2 -3/4 3-1/8 3 -1/2 3 -3/4 4 10 1/2 15 17 -1/2 20 Minimum Concrete Thickness h,,," in. 2.25 x h, Critical Edge Distance C„ in. 3 x he Minimum Edge Distance G„m in. 1 -3/4 Minimum Anchor Spacing s, i n. 3 • Page of 15 For SI: = 1 inch = 25.4 mm, 1 ft -lb = 1.356 N -M. TABLE 1— SET -XP EPDXY ADHESIVE ANCHOR INSTALLATION INFORMATION TABLE 2 - STEEL DESIGN INFORMATION FOR THREADED ROD ESR -2508 'The tabulated value of CD applies when the load combinations of Section 1605.2.1 of the IBC, Section 1612.2.1 of the UBC, or ACI 318 Section 9.2 are used. If the load combinations of Section 1909.2 of the UBC or ACI 318 Appendix C are used, the appropriate value of m must be determined In accordance with ACI 318 D.4.5 (b). CHARACTERISTIC SYMBOL UNITS NOMINAL ANCHOR DIAMETER (Inch) 1 /2 5 /e 3 /4 1 Anchor Category 1, 2 or 3 — 1 1 2 2 Embedment Depth how,, in. 2 13 ] 5 3 5' / I 6' / 4' / I 5 I 7 5'/ I 9 Steel Strength in Tension (ACI 318 Section D.5.1) Tension Resistance of Steel N lbf 13,500 20,875 34,125 36,815 Strength Reduction Factor –Steel Failure 4)„ — 0.75 0.75 0.65 0.75 Concrete Breakout Strength in Tension (ACI 318 Section D.5.2) Effective Embedment Depth he in. 2%4 3 /e 4% 2% 4% 5% 3 5 6% 4 % 9 Critical Edge Distance c„ in. 9 7 / 6' /4 11 9 / 8 13 11 10' /e 18 13% Effectiveness Factor – Uncracked Concrete k,,,, — 24 24 24 24 Effectiveness Factor –Cracked Concrete k — 17 17 17 17 Ratio of k„nalke, AN — 1.41 1.41 1.41 1.41 Strength Reduction Factor – Concrete Breakout Failure ccb — 0.65 0.65' 0.55' 0.55' Pull -Out S rength in Tension (ACI 318 Section D.5.3) Pull -Out Resistance Cracked Concrete (fc= 2,500 psi) N lbf N/A 2,995 N/A 5,200 5,260 N /A N/A 9,850 7,700 11,185 Pull -Out Resistance Uncracked Concrete (f 2,500 psi) N Ibf N/A 4,120 4,600 N/A 7,250 7,300 N/A 9,420 8,360 9,690 Strength Reduction Factor – Pullout Failure o — 0.6 0.65' 0.55' 0.55' Tension Strength for Seismic c- ons (ACI 318 Section D.3.3 3) Tension Resistance of Single Anchor for Seismic Loads (F.= 2,500 psi) N lbf N/A 2,995 ,995 N/A 5,200 5,260 N/A N/A 9,850 7700 11,185 Strength Reduction Factor – Pullout Failure (1),,, — 0.6 5 ' 0.65 0.55 0.55 Page 6 of 12 TABLE 2— STRONG- BOLTTM' CHARACTERISTIC TENSION STRENGTH DESIGN VALUES' ES R -1771 or SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'The information presented in this table must be used in conjunction with the design criteria of ACI 318 Appendix D. 2 The tabulated value of e„ applies when the load combinations of Section 1605.2.1 of the IBC, Section 1612.2.1 of the UBC, or ACI 318 Section 9.2 are used. If the load combinations of Section 1909.2 of the UBC or ACI 318 Appendix C are used, the appropriate value of 44„ must be determined in accordance with ACI 318 D.4.5. The % inch, 5 /e inch, and 1 inch diameter anchors are ductile steel elements as defined in ACI 318 D.1. The 3 /4 inch diameter anchor is a brittle steel element as defined in ACI 318 D.1. 3 The tabulated value of cl) applies when both the load combinations of Section 1605.2.1 of the IBC, Section 1612.2.1 of the UBC, or ACI 318 Section 9.2 are used and the requirements of ACI 318 Section D.4.4(c) for Condition B are met. Condition B applies where supplementary reinforcement is not provided or where pullout strength govems. For installations where complying supplementary reinforcement can be verified, the ed factors described in ACI 318 D.4.4 for Condition A are allowed. If the load combinations of Section 1909.2 of the UBC or ACI 318 Section 9.2 are used and the requirements of ACI 318 Section D.4.4 for Condition A are met, the appropriate value of Ocb must be determined in accordance with ACI 318 D.4.4(c). If the load combinations of ACI 318 Appendix C are used, the appropriate value of fob must be determined in accordance with ACI 318 D.4.5. `As described in Section 4.1.3 of this report, N/A (Not Applicable) denotes that pullout resistance is not critical and does not need to be considered. 5 The characteristic pull -out resistance for greater concrete compressive strengths may be increased by multiplying the tabular value by (fc / 2,500) 6 The characteristic pull -out resistance for greater concrete compressive strengths may be Increased by multiplying the tabular value by (f,/ 2,500) 'The tabulated value of OP or cli applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of ACI 318 D.4.4(c) for Condition B are met. Condition B applies where supplementary reinforcement is not provided or where pullout strength governs. For installations where complying supplementary reinforcement can be verified, the factors described in ACI 318 D.4.4 for Condition A are allowed. If the load combinations of ACI 318 Appendix C are used, appropriate value of 4 must be determined in accordance with ACI 318 Section 0.4.5. CHARACTERISTIC SYMBOL UNITS NOMINAL ANCHOR DIAMETER (inch) 1/2 5 /8 3 /4 1 Anchor Category 1, 2 or 3 — 1 1 2 2 Embedment Depth h,, , in. 2 37/5 1 5 3' /e 1 5' /a 1 6' /a 4'/8 1 5' /. I 7 5 Steel Strength in Shear (ACI 318 Section D.6.1) 40 Shear Resistance of Steel V 58 lbf 6,560 10,475 19,305 15,020 Strength Reduction Factor –Steel Failure „ — 0.65 0.65 0.60 0.65 Concrete Breakout Strength in Shear (ACI 318 Section D.6.2) 3,780 Nominal Diameter do in. 0.5 0.625 0.75 1 Load Bearing Length of Anchor in Shear 1, in. 2.2513.37514.00 2.751 4.501 5.00 3.3751 5.00 1 6.00 X 4.501 8 Strength Reduction Factor – Concrete Breakout Failure (1), — 0.70 Concrete Pryout Strength in Shear (ACI 318 Section D.6.3) Coefficient for Pryout Strength k — 1.01 2.0 Strength Reduction Factor – Concrete Pryout Failure acv — 0.70 Shear Strength for Seismic Applicat ons (A ec • n D.3.3.3) Shear Resistance of Single Anchor for Seismic Loads (f' = 2,500 psi) V lbf 6,560 8,380 9,715 10,475 15,44517,305 19,305 15,020 Strength Reduction Factor –Steel Failure 0 – 0.65 0.60 0.65 CHARACTERISTIC SYMBOL UNITS NOMINAL ANCHOR DIAMETER (inch) 1/2 5/a Embedment Depth h., in. 2 4 3' /e 5 /e Effective Embedment Depth h in. 2 4 2 5 Installation Torque TM, ft-lbf 40 40 40 50 Pull -Out Resistance Cracked Concrete' N,,,,d Ibf 1,335 1,905 2,835 3,665 Pull -Out Resistance Uncracked Concrete' N k ,,,, q Ibf 1,830 2,610 3,780 4,885 Steel Strength in Shear Vst deck lbf 4,405 6,690 6,270 8,865 Page 7 of 12 or SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N. TABLE 3—STRONG-BOLrm CHARACTERISTIC SHEAR STRENGTH DESIGN VALUES' 'The information presented in this table must be used in conjunction with the design criteria of ACI 318 Appendix D. 2 The tabulated value of O applies when the load combinations of Section 1605.2.1 of the IBC, Section 1612.2.1 of the UBC, or ACI 318 Section 9.2 are used and the requirements of ACI 318 D.4.4(c) for Condition B are met. If the load combinations of Section 1909.2 of the UBC or ACI 318 Appendix C are used, the appropriate value of O must be determined in accordance with ACI 318 D.4.5. The Y2 inch, 5 /a inch, and 1 inch diameter anchors are ductile steel elements as defined in ACI 318 D.1.1. The 3 /4 inch diameter anchor is a brittle steel element as defined in ACI 318 Section D.1. 3 The tabulated value of k applies when both the load combinations of Section 1605.2.1 of the IBC„ Section 1612.2.1 of the UBC, or ACI 318 Section 9.2 are used and the requirements of ACI 318 Section D.4.4(c) for Condition B are met. Condition B applies where supplementary reinforcement is not provided or where pryout strength governs. For installations where complying supplementary reinforcement can be verified, the 4) factors described in ACI 318 Section D.4.4 for Condition A are allowed. If the load combinations of Section 1909.2 of the UBC or ACI 318 Section 9.2 are used and the requirements of ACI 318 Section D.4.4 for Condition A are met, the appropriate value of 4) must be determined in accordance with ACI 318 Section 0.4.4(c). If the load combinations of ACI 318 Appendix C are used, the appropriate value of co must be determined in accordance with ACI 318 Section D.4.5. "The tabulated value of 4 applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of ACI 318 D.4.4(c) for Condition B are met. Condition B applies where supplementary reinforcement is not provided or where pryout strength governs. For installations where complying supplementary reinforcement can be verified, the 0 factors described in ACI 318 Section D.4.4 for Condition A are allowed. If the load combinations of ACI 318 Appendix C are used, the appropriate value of 4) must be determined in accordance with ACI 318 D.4.5. TABLE 4— STRONG- BOLTTM' CHARACTERISTIC TENSION AND SHEAR STRENGTH DESIGN VALUES FOR THE SOFFIT OF CONCRETE- FILLED PROFILE STEEL DECK ASSEMBLIES''" For SI: 1 inch = 25.4 mm, 1 ft -Ibf = 1.356 N -m, 1 lbf = 4.45 N. ESR - 1771 'Installation must comply with Section 4.3 and Figure 3. Except as specifically noted, all installations must be into the lower flute of the deck. 2 Profile steel deck must comply with Figure 3 and have a minimum base steel thickness of 0.034 inch. Steel must comply ASTM A 6531 A 653M, with minimum yield strength of 40 ksi (276 MPa). 3 The values must be used in accordance with Section 4.1.3 and 4.1.7.2 of this report. 'The values must be used in accordance with Section 4.1.3 of this report. 5 The values must be used in accordance with Section 4.1.4 and 4.1.7.3 of this report. 5 Anchors may be installed into either the upper or lower flute of the steel deck. 'The minimum anchor spacing along the flute must be the greater of 3.0h,r or 1.5 times the flute width. + ,..I. NOTES: VOLTAGE CONFIRMATION MOTOR:480/3/60 VAC LIGHTS: 277/1/60 VAC IF DIFFERENT, INDICATE BELOW I / VAC (MOTOR) DOORS AND FILTERS ARE NOT WATER TIGHT NOT INTENDED FOR DIRECT SPRAY. / / VAC (LIGHTS) *ALL GLASS FOR LIGHT FIXTURES MUST BE CAULKED BETWEEN PANEL OPENING AND FIXTURE. *BOOTH IS DESIGNED AS A WASH ENCLOSURE ONLY. NOT INTENDED FOR USE AS A PAINT BOOTH. "co *DRAIN PIPE OR CONTAINMENT PANS BY OTHERS ��° i �� v / �.-. o % % \\ � - _ _ -- r — mrmrm Iilll n n n nnn nn 11111 01111 � IIIIIIIilumi mum= 1111011111 Ill J — — — (WE) SETS of MOISTURE BAFFLES -- PLAN VIEW (1) 30'0 FANS W/3 HP MOTORS MESH INTAKE (ONE) SE T FILTER DOORS N11H 48. 4 TUBE FLUORESCENT UGIT 12,000 UM ®1/2' SP (20) ALUMINUM LATCHES AND HARDWARE FIXTURES (10 S Q G INSIDE ACCESS) FILTERS (SEE NOTES) 120 / 60 / IPH (SEE NOTES) O 1 ' 1{Yyj _U,.< .::Z-:�'.i�� }i.tU ^: � vM } s, �:r.. :11:: i-r' � 'i�;, -. o ff _,, - �= {;r, },_ i:4;' , "44:,2.:":,7-4 - yl.+r� ,.^- ..t 1,1.3 9, -0. 25 2. DOOR CLEAR 10' -4" SIDE ELEVATION FRONT ELEVATION POWDER COAT WHITE C O L -Nf.T s pra y boo - ss ILL MS mminr o 26633 WB- 101425 SB APPROVAL DRAWING Nam �irsse INDUSTRIAL AIR SYSTEMS, INC. ... WB- 1010 -25 SB 717 e We-1010•25 SD 10 swt 1:1 Imo, ram r os r + _ FANS 4- FULL LOAD AMP DRAW MOTOR QTY. H.P. SINGLE PHASE THREE PHASE DESCRIPTION 115V (120V) 230V (240V) 200V (208V) 230V (240V) 460V (480V) 575V (600V) INTAKE EXHAUST 1 3 4.8 3 HP ODP TYPE MOTOR OPERATING FLA MINIMUM CIRCUIT CAPACITY 10 SUGGESTED FUSED OTHERS) IT REQUIRED (BY VOLTAGE CONFIRMATION LIGHTS MOTOR:480/3/60 VAC LIGHTS: 120/1/60 VAC IF DIFFERENT INDICATE BELOW / / VAC (MOTOR) / / VAC (LIGHTS) FULL LOAD AMP DRAW TYPE QTY. 120V 277V NOTES OPEN TYPE SEAL & GASKETED 10 11 5 INSIDE ACCESS GENERAL NOTES: OPERATING FLA I. WORK CHAMBER WILL BE BOLTED CONSTRUCTION WITH # Y BOLTS ON STANDARD 6' CENTERS. 2. WORK CHAMBER TO BE 18 GA. GALVANIZED UNPAINTED SHEET METAL EXCEPT AS NOTED. 3. ALL MOTOR CONTROL SWITCHES, LIGHT LAMPS OR TUBES, INCLUDING CONNECTIONS TO EQUIPMENT TO BE FURNISHED AND INSTALLED BY CUSTOMER EXCEPT AS NOTED. 4. AMPLE AIR MAKEUP AND AIR SPACE WITHIN FRONT OF BOOTH MUST BE PROVIDED IN ORDER TO INSURE PROPER OPERATION ON BOOTH. 5. ALL LOCAL, CITY & STATE PERMITS AND INSURANCE APPROVAL TO BE OBTAINED BY CUSTOMER. 6 CUSTOMER TO FURNISH ROOF PITCH IF REQUIRED. MINIMUM CIRCUIT CAPACITY SUGGESTED FUSED CIRCUIT REQUIRED (BY OTHERS) FILTERS TYPE QTY. NOTES INTAKE 20 20' X 20 X 1' ALUMINUM MESH EXHAUST N/A ;,OL ::M ET s pray b PIN INK m w 28633 WB•1010 -25 SB APPROVAL DRAWING crowns ass INDUSTRIAL AIR SYSTEMS, INC. ^M. WB- 101 -25 SB aw I - SB , I W8.101a2 o 1:1 �„ )am 1 OF t 4 Y _ Write Pm. cosanD �vAnhera - /1u/2T9 booThASO MD EV: fn0tsn MST SAVED DAR: : 1/10MM1:10 NI 7TTED A: N MST PLOT DAR: 30/1007 9:15 NE FOCTURES COL -MET SPRAY BOOTHS ARE MFG. IN 4_ LIGHT TOTAL QTY. Q • FOUR TUBE 4r • 32 WATT FIXTURES MOUNTED BEHIND CLEAR TEMPERED GLASS PANES • "UL' RATED FOR THEIR INTENDED USE AND PLACEMENT • 120/277/1/60 • (.)Q) OPEN TYPE LIGHTS a .. .. — ACCORDANCE WITH NFPA -33. BOOTH WALLS & CEILING PANELS FABRICATED OF G -90, 18 GA. GALVANIZED ! STEEL IN ACCORDANCE WITH NFPA -33 CHAPTER 5.1.4. • (93) SEAL AND GASICETED LIGHTS INSIDE ACCESS o O Z o O ce S O 0 Lu 3 = E-1 .-+ .- I. I RECLAIM CARTRIDGE POWDER cou.ECrat QTY. Ca_ • • RECLAIM DEANER QTY.1R7 PER COLLECTOR SEE ORDER ACKNOWLEDGEMENT FOR COMPLETE UST OF PROVIDED STACK, AND OPTIONAL OPTIONAL COMPONENTS. ' • WtTRIDGE FILTERS QTYC{lli)IPER COLLECTOR I • FINAL FILTERS QTY. (N). PER COLLECTOR • SEE SHEENHTERHTYOR MORE INFORMATION ON COLLECTOR IMPORTANT NOTICE IN THE CONSTRUCTION OF THIS BOOTH THERE MAY BE FIELD MODIFICATIONS BY THE INSTALLER. THESE ., • a, • 30" X DOOR 30'X84' MODIFICATIONS MAY INCLUDE, BUT NOT UMITED TO: • WELDING •CUf 1ING • NOTCHING • DRILLING I a — — �� 25' WORKING LENGTH 6' -2 1/16" • (1) QTY DOOR GENERAL NOTES: 31' 2 1/16" O.D. PLAN VIEW BOOTH SHELL • 18 GA. GALV. STS , (2) HAN PER I. W O R K 6 301.33 ON S 6• L WORK ammo TO 3E la GA CALM/MO U WMTED 6MEM MUM 1.00 05 NOTED. 3. ALL NOT01 CONTROLS SYIITOES, II031 LAMPS OR TU14 IInJ10IIGmnECna66 TO EpmYENI 70 3E FUeNS0E0 MO 061011(0 m OSTOEAEX®I AS 10110. 4. MIME A0 IMAM 3.10 Ma SPA0.011000 man OF 3CON311/S7 In PNNm6D in DGOEA ID MIME 1510(0 OPE0A1ID•0311030 a- M1.004, CITY • STATE rooms arm n6 a TMM+ •wIdM TO PE MAD. m , S. OSTOE. TO 0610 0 0.00E -1001, STAG[ 01010110 MD anma01 000 3EQIMED. O — O l7 O Z I- = O O m m 3 = - For Information on installation of the booth and components, please see our web site at www.cdmetsb.com, did, on y ■ 0 O (9 '• { • OYC O O m d ;Ni ° I a r . , I J�� 1 i' ■ RECLAIM POWDER COLLECTOR COFtTxoL PANEL AND vFD "Resources' on the left older of the Page, and then dick on 'ITtsta9 Mamei'. 1 . RIGHT SIDE MOUNT • UL USTID NOTES: 1. POWDER COATED WHITE =� =� 1 I 10' WORKING I 25' WORKING LENGTH — I WIDTH �1 6'-2 1 /16" 31' 2 1/16" O.D. 10'-4" BOOTH O.D. END VIEW SIDE ELEVATION s/:7 I:, c=s cs t/ 'saP6x JOB A1M0°AE m` APPRWN BY sM.•c.N DRAWING VIEW r mWe>A OAR M.•a.so �Nw 0 drawings, sketdles andfor specifications accompanying or attached es these quotes arc the property of Col-Met Spray Booths. If Me said quote(s) of Col-Met Spray Booths are not accepted the oat drawings, etc. dot be returned m CcaMet Spray Bootle Al rbp61 data Is Iced for IMmmatbn only. You should use this data for reference purposes only to assist In coordinating your work and B supplementary to formally Issued paper drawings. In all tslaoos the contract Issue drawings gores. It B the lespoleLRy of the redolent to check all dkjltal adolmatbn against the contract documentation. Col-Met Spray Booths accepts no liability or responsibility for any less or damage suffered as a result of (or Or 0Tmec9 s on welt) the use or misuse of the CAD data stronger] fee Information only. Once the data B Introduced m a y01f own CAD c other system Col-Met Spray Booths can take no TESpon for is arcy. are AM'rto DALE ...men bETNLED BY •^ RAINIERINDUSTRIES aA DETAIL DATE . aa,• „ w�....ga. a•e...a. °1510010.00 132-1010-25-01-01 WG AEv .0.1:0011, om once man SCALE 1.-.. l ° "° . at r NO oJ ' 11017 lP � . )n• 301T•.9Fr 0. SIDE VIEW POWDER 5' -8" " OPENING ---1 6'" O.D. PLAN VIEW A Z i FRONT VIEW 4 ECLAIM CARTRIDGE POWDER COLLECTOR • RECLAIM TRAYS QTY. (2) • 8,000 CFM • CARTRIDGE FILTERS QTY. (7) • FINAL FILTERS QTY. (6) AIR REQUIREMENTS: • 40 SCFM @ 60 PSI • CLEAN DRY AIR TRIDGE FITLERS 12 3/4" DIA. X 52" QTY. (7) 1 4 ' 4 " f 4' 10 1/2" SIDE VIEW AB drawings, sketches and/or speciflmtlors accompanying or attached to these quotes are the property of Col -Met Spray Booths. If the said quote(s) of Col -Met Spray Booths are not accepted the said drawings, etc. shall be returned to Col -Met Spray Booths. M digital data is issued for Information only. You should use this data for reference purposes only to assist in coordinating your work and Is supplementary to formally issued paper drawings. In alt Instances the contract Issue drawings govern. It Is the responsibility of the recipient to check at digital Information against the contract documentation. Cal -Met Spray Booths accepts no Debility or responsibility for any loss or damage suffered as a result of (or In connection with) the use or misuse of the CAD data supplied for Information only. Once the data is Introduced Into your own CAD or otter system, Col-Met Spray Booths can take no responsibility for Its amaacy. ULSE VALVES • QTY. (7) • FACTORY SET FOR 120 SEC. INTERVALS • 1/10 SEC. DURATION AN AND MOTOR • 16" DIA. WHEEL AND CONE • 10 HP C -FACE TEFC • MOTOR WITH VFD • 8,000 CFM @ 3" S.P. t moo o n Otr ROI Oki. ▪ R VFD CONTROL PANEL • RIGHT SIDE MOUNT FINAL EXHAUST FILTERS • 24" X 24" X 12" • QTY. (6) CABINET WELDED CONSTRUCTION • 10 GA. MILD STEEL • POWDER COATED WHITE spra b 11/21/0S 3 Mn tottre" IMAM, 2/1B/2aa9 mantan RO — RTE 8000 3 -VIEW INDUSTRIAL AIR SYSTEMS, INC RAINIER INDUSTRIES Guam POWDER BOOTH.DWG P-• "ra — bnn. tar 4. . . .. Al ______ _1 / 1 RECLAIM TRAYS • QTY. (2) 5' 8" OPENING H - I 6' O.D. SIDE VIEW POWDER 5' -8" " OPENING ---1 6'" O.D. PLAN VIEW A Z i FRONT VIEW 4 ECLAIM CARTRIDGE POWDER COLLECTOR • RECLAIM TRAYS QTY. (2) • 8,000 CFM • CARTRIDGE FILTERS QTY. (7) • FINAL FILTERS QTY. (6) AIR REQUIREMENTS: • 40 SCFM @ 60 PSI • CLEAN DRY AIR TRIDGE FITLERS 12 3/4" DIA. X 52" QTY. (7) 1 4 ' 4 " f 4' 10 1/2" SIDE VIEW AB drawings, sketches and/or speciflmtlors accompanying or attached to these quotes are the property of Col -Met Spray Booths. If the said quote(s) of Col -Met Spray Booths are not accepted the said drawings, etc. shall be returned to Col -Met Spray Booths. M digital data is issued for Information only. You should use this data for reference purposes only to assist in coordinating your work and Is supplementary to formally issued paper drawings. In alt Instances the contract Issue drawings govern. It Is the responsibility of the recipient to check at digital Information against the contract documentation. Cal -Met Spray Booths accepts no Debility or responsibility for any loss or damage suffered as a result of (or In connection with) the use or misuse of the CAD data supplied for Information only. Once the data is Introduced Into your own CAD or otter system, Col-Met Spray Booths can take no responsibility for Its amaacy. ULSE VALVES • QTY. (7) • FACTORY SET FOR 120 SEC. INTERVALS • 1/10 SEC. DURATION AN AND MOTOR • 16" DIA. WHEEL AND CONE • 10 HP C -FACE TEFC • MOTOR WITH VFD • 8,000 CFM @ 3" S.P. t moo o n Otr ROI Oki. ▪ R VFD CONTROL PANEL • RIGHT SIDE MOUNT FINAL EXHAUST FILTERS • 24" X 24" X 12" • QTY. (6) CABINET WELDED CONSTRUCTION • 10 GA. MILD STEEL • POWDER COATED WHITE spra b 11/21/0S 3 Mn tottre" IMAM, 2/1B/2aa9 mantan RO — RTE 8000 3 -VIEW INDUSTRIAL AIR SYSTEMS, INC RAINIER INDUSTRIES Guam POWDER BOOTH.DWG P-• "ra — bnn. tar FANS APPROVAL DRAWING • APPROVED • DISAPPROVED • APPROVED AS NOTED • REVISE AND RESUBMIT MANUFACTURING WILL BEGIN WHEN APPROVAL HAS BEEN SIGNED AND RETURNED. SIGNATURE• FULL LOAD AMP DRAW MOTOR QTY. H.P. SINGLE PHASE THREE PHASE DESCRIPTION 115V (120V) 230V (240V) 200V (208V) 230V (240V) 460V (480V) 57W (600V) INTAKE PLEASE SIGN THE APPROVAL DRAWING, MAKE ANY NOTES TO DRAWING THAT MAY AFFECT ORDER AND RETURN A COPY TO COL -MET SPRAY BOOTHS. NOTE: ANY CHANGES TO DRAWING MAY EFFECT CHARGES, DELAY APPROVAL PROCESS AND DELAY EXHAUST 1 10 32.2 28 14 11 C - FACE TEFC OPERATING FLA THE PRODUCTION OF YOUR ORDER. MINIMUM CIRCUIT CAPACITY 60 60 25 20 SUGGESTED FUSED CIRCUIT REQUIRED (BY OTHERS) VOLTAGE CONFIRMATION LIGHTS MOTOR: 480/3/60 VAC LIGHTS: 120/1/60 VAC IF DI ERE , INDI VAC E MO OR ( ) I I VAC (LIGHTS) FULL LOAD AMP DRAW TYPE QTY. 120V 277V NOTES OPEN TYPE SEAL & GASKETED 10 10.67 4.62 REAR ACCESS GENERAL NOTES: OPERATING FLA 1. WORK CHAMBER WILL BE BOLTED CONSTRUCTION WITH #5/16" BOLTS ON STANDARD 6' CENTERS. 2. WORK CHAMBER TO BE 18 GA GALVANIZED UNPAINTED SHEET METAL EXCEPT AS NOTED. 3. ALL MOTOR CONTROLS SWITCHES, LIGHT LAMPS OR TUBES, INCLUDING CONNECTIONS TO EQUIPMENT TO BE FURNISHED AND INSTALLED BY CUSTOMER EXCEPT AS NOTED. 4. AMPLE AIR MAKEUP AND AIR SPACE WITHIN FRONT OF BOOTH MUST BE PROVIDED IN ORDER TO INSURE PROPER OPERATION OF BOOTH. 5. ALL LOCAL, CITY & STATE PERMITS AND INSURANCE APPROVAL TO BE OBTAINED BY CUSTOMER. 6. CUSTOMER TO FURNISH ROOF -PITCH IF REQUIRED. MINIMUM CIRCUIT CAPACITY 25 10 SUGGESTED FUSED CIRCUIT ( REQUIRED (BY OTHERS) FILTERS TYPE QTY. NOTES CARTRIDGE FILTERS 7 12 3/4 "0 X 52" CUSTOMER TO FURNISH ROOF POWDER FINAL FILTERS 6 24" X 24' X 12" PITCH IF REQUIRED. — L AIR REQUIREMENTS FOR 8,000 CFM COLLECTOR: 40 SCFM @ 60 PSI REGULATED CLEAN DRY AIR s y e ° °ttis IIIIIMI I-- 12 --1 zes RPC 8000 3 -VIEW INDUSTRIAL AIR SYSTEMS, INC. RAINIER INDUSTRIES „�„� ol':a°° All drawings, sketches and/or specifications accompanying or attached to these quotes are the property of Col -Met Spray Booths. If the said quote(s) of Col -Met Spray Booths are not accepted the said drawings, etc shall be returned to Col -Met Spray Booths. All digital data is issued for information only. You should use this data for reference purposes only to assist in coordinating your work and Is supplementary to formally issued paper drawings. In all Instances the contract Issue drawings govern. It is the responsibility of the redplent to check all digital information against the contract documentatIon. Cot -Met Spray Booths accepts no liability or responsibility for any loss or damage suffered as a result of (or In connection with) the use or misuse of the CAD data supplied for information only. Once the data is introduced Into your own CAD or other system, Col -Met Spray Booths can take no responsibility for for Its aac ....".2/11/09 'u ter hh mos � (1.6hw.. a .r,., r co 01,909 01,909 POWDER POOTH.DWG I °h ace arS — )am Corr + i DOOR SWING / / v EIACrtY I r Cx CAP I rt 6' 2' II i /4• -1111' II / I II I II �s. � ' + DNA M I1II) \7 ABOVE Ralf TAE FLANGE 28 5' ID RAN SIatM r CLEARANCE — 2 25' OVEN 1.0. 7E3 - L T7T3 n C7 C7 ET L4 I. c � 1 i (52) 3x6 xrL NOZZLES SET 0 2rW (AVG) 3000 FPM, TV. RBI 26' PI AN VIEW ROUSE DAIS 02/13/00 SIDE VIEW BY JSJ FUEL SUPPLY CONNECTION, ATURAL GAS 2100 CFH (PROPANE 840 CFH) MN ELECTRICAL ENCLOSURE/ CONTROL PANEL — FTEID LO ATE J n 2 C7CSE7E72, HIGH TEMP. LIMIT THERMOCOUPLE •a TER UNDER OPEN NOZZLE AS SHOWN CIRC. AIR OZZLES COIBUSRON AIR FILTERS 6' TYP. J 11' -6' OVEN I.D. 12' -6' COMBUSTION AIR FLOW 12' FEW R01901 DALE BATCH OVEN SPECIFICATIONS: RECIRCULATING FAN MOTOR EXHAUST FAN MOTOR BURNER CAPACITY GAS TRAIN SUPPLY GAS PRESSURE DOWN — REGULATOR (IF REM)) FUEL HEATING VALUE ELECTRICAL SERVICE ELECTRICAL CONTROL PANEL CONTROL OPTIONS ALTITUDE MAX. POWDER LOADING MAX. SOLVENT LOADING MINIMUM PRE — IGNITION PURGE OPERATING TEMPERATURE WALL. ROOF, B.BOX PANELS OVEN FLOOR EXHAUST STACK/ROOF FLASHING CLEAR WORK OPENING FIRE PROTECTION ACCESS LADDERS, MEZZANINES, PERSONNEL GUARD RAILS RELEASE FHUNA110I PbNo* F.t. 13, 2009 — 1246 SENT MR APPROVAL DESCR9 101025 BATCH OVEN LAYOUT — I.LY. DOORS ONE DID. TOP —MOUNT BURNER BOX OR INDUSTRIAL AIR SYSTEMS RAINIER INDUSTRIES LID. COIAENM (1 FILE LOCATIOE! N:\PR0f SS\J06S\JOBS2009 \092006 I PROCESSING NOTE: — X31600 160013100 WEIL 1) TfE SAFE Y TAIDM MW D NI 16AL 0)061. KPA E4 4 TM CAEN BE LOCAIEA SD AS TO KEEP 1U18 A AT COMUSTIME ROOMS. CORK ND A VIALS Kum m TOOT. IENT DEER AID END USER O® R AM RL9'E FOR THE RISKS ASSOCIATED I rIRN7UL E]P TU OSU E 6 REARM' COMBUST= SURFACES TO 1DEDRAIUES L7:EDOlO TOOT. FOR MEOW THE OCCURRENCE 6 N SUOI EXPOSURE. AND FOR WW1= AL LOCAL RA110 9 (0 AID 01H01 APRICABII C01C01113. PRO E VER OPERAMONAL CHECKS 6 FLAME DETECTOR MIST BE YALE i USED FOR 24 TO/OAT opotATCN. 1T. REFER 70 SAFETY INC. ON COORCL PATEL FOR FUVTER 6 6 B COMMONS USE 11 [DUPONT. M 0A00 00m1 AO KUL 111/0017 s NC OOmP \0CYta t® OW? OM IOW. L It MOO Or la smuts AK mo Or A+1. m7® RAPID ENGINEERING' s COMSTOCK PARK,MICH 49321 JSI M s RAM n° p.. 6 4 21'FC, 14,500 SCFM 0 1.7' SP 1D HP 1750 RPM, OOP GP —PLR 122 1400 ACFM 1'SP0701 1 HP 1750 RPM, ODP 3.5 FT. MAXON NP —I 2100.000 BTU/Hr FACTORY MUTUAL. 1.5' NPT 14'W C. (MINIMUM, OFuII Flow) 5 PSI (MAXIMUM) BY OTHERS NATURAL GAS or PROPANE 1000 B1U /CU.FT. 2500 B1U /CU.FT. 460V /3PH /60HZ "UL' LISTED STACK KIT LESS THAN 1000 FT. 45 LB/BATCH 0.63 GAL/BATCH 12 MINUTES 0 1400 CFM EXHAUST 450F 20 GA. ALUMINIZED OVER 6' INSULATION NONE PROVIDED BY RAPID, SPIRAL PIPE at ROOF SEAL BY OTHERS 10`Wx101Hx25'L BY OTHERS BY OTHERS TAT 3/119 so • 092008 MK o• APPROVAL am 09200310 - ('i) ODEL NUMBER INSIDE DIMENSIONS xH xD OUTSIDE W xH xD DIMENSIONS WEIGHT BURNER BTU RECIRCULATION FAN EXHAUST FAN EXHAUST CFM - MOTOR CFM MOTOR STACK SIZE 666. 6' x 6' x 6' 8' 6" x 8' 7' 10 „ 4,900 350 2,200 1.5 HP 550 0.5 HP 7" 6610 6' x 6' 10' " ' 8 6 10$ 11 5,800 450 3,000 2.0 HP 550 0.5 HP 7" 6615 6' x 6' 15' 8' 6' 10" x 7,400 600 5,000 3.0 HP 550 0.5 HP 7" 8810 8' x 8' x 10' 10' 6" x 1�0' x 11' 10 7,300 ' 600,000 5,000 3.0 HP 550 0.5 HP 7" 8815 8' x 8' x 15' �� 10 6' 10' x 8,800 1,000,000 6,200 5.0 HP 900 0.7 HP 8" 8820 8' x 8' x 20' 10' 6" x 1�0' x 21' 10 10,400 1,200,000 7,500 5.0 HP 900 0.75 HP 8 " 8825 8' x 8' x 25' 10' 6" x 1�0' x 26' 10 11,800 1,500,000 9,600 7.5 HP 1,000 1.0 HP 9" 8830 8' x 8' x 30' 10' 31' 10' x 13,500 1,800,000 12,800 7.5 HP 1,200 0.7 HP 10" 101010 10' x 10' x 10' 12' 6" x 12' x 11' 10" 8,800 900,000 7,100 5.0 HP 700 0.5 HP 7" 101015 15' 12'6 "x12'x 15' 10" 10,800 1,200,000 8,400 5.0 HP 900 0.75 HP 8" 101020 10'x10'x 20' 12'6 "x12'x 21!_1Q 12,800 1,800,000 12,800 7.5 HP 1,200 0.75 0.75 HP 10 „ 101025 5 1 x 10' 25' 12'6 "x12'x 26' 10" i 4,800 2 00,000 14,500 10.0 HP 1,400 1.0 HP 10" 101030 10'x10'x 30' 12'6 "x12'x 31' 10" 16,500 2,700,000 18,700 15.0 HP 1,700 1.5 HP 11" 121210 12'x 12'x 10' 14' 6 "x 14'x 11' 10" 10,700 1,500,000 9,600 7.5 HP 1,000 1.0 HP 9" 121215 12'x12'x 15' 14'6 "x14'x 15' 10" 13,000 1,800,000 11,000 7.5 HP 1,200 0.75 0.75 10 „ 121220 12' x 12' x 20' 14' 6" x 14' x 21' 10" 15,500 2,400,000 16,500 15.0 HP 1 700 ' 1.5 HP 11" 121225 12' x 12' x 25' 14' 6" x 14' x 26' 10" 17,900 3,000,000 20,800 15.0 HP 2,000 1.5 HP 12" Rapid Engineering LLC Industrial Finishing - Batch Ovens Page 1 of 2 http:// www. rapidengineering. com/industrial_finishing/batch_ ovens /batch_ ovens_ technical_data.html 3/6/2009 a AR IN L Aluminum (Cirornate): Alumi rum (phosphate): FILE COPY POWDER COATINGS 15010 Don Julian Road, City of Industry, CA 91746 • (626) 336 -3345 • Fax (626) 336 -0410 TECHNICAL DATA SHEET T009 - W H12 POLYESTER TGIC POWDER COATING FULL GLOSS SMOOTH WHITE POW DER PROPERTIES SPECIFIC GRAVITY: 1.72 CALCULATED COVERAGE: 56.16 SO.FTJLB. @2 MILS (100%EFFICIENCY) PARTICLE SIZE: 25- 50M ICRONS AVERAGE STORAGE; STORE BELOW80 DEGREES F, IN COOL DRY ENVIRONMENT SHELF UFE: MINIMUM OF 1 YEAR CURE SCHEDULE: (METAL TEMPERATURE) 10 MINUTES @ 400 DEGREES F. CURED FILM PROPERTIES ALL TESTS WERE PERFORMED AT A FILM THICKNESS OF: 2.5 to 40 mils TEST METHOD RANGE GLOSS @60 DEGREES D523 90% +/ -5% DIRECT IMPACT( INCH LBS.): D2794 120 in.Ibs. INDIRECT IMPACT( INCH LBS.): D2794 120 in.Ibs. PENCIL HARDNESS: D3363 2H CROSS HATCH ADHESION: D3359B 4B FLEXIBIUTY(CONICAL MANDREL): D1737/D522 100% CHEMICAL AND CORROSION EXPOSURE TESTS CHBVIICA), ESISTANCE Good to excellent resistance to mostsdants, oils, acids, and alkalies. OVER BAKE RESISTANCE: Slight yeIlowirtq is evident, especial ly in white and pastel odors. All tests were performed on 24 gauge Batderite 1000 panels. APPLICATION This produd was designed to be applied byeledrestatic spray, on steel, galvanized steel, a alttninun. Most powders can be redaimed, sieved and rec cled, if proper hotsekeepirg is mainta red. PRETREATMENT The s Lbstr ate pretreatment prior to powder coating is a critical fads in developing maximum corrosion resistance and maximizi rig the lifetime of the product C.R.S. ( Iron phosphate): C.R.S. (Zinc phosphate): Galvanized steel (Zinc phosphate): 2 to 5 stages departing upon sal I level, and qua ity desi red 5 to 9 stages depencing upon soil level, and quality desired 5 to 7 stages dependng on soil level, and qual ity desired Gaverized steel crust be degassed at 5 degrees above cure temperature to rri ri rri ze gassing . 5 stage system is normally needed 5 stage system is normally needed FO4MS IMPORTANT: Warranty and Disclaimer — The performance characteristics of these product vary according to the product application, operating conditions, materials applied to or use. Since these factors can affect results, we strongly recommend that you 1•4 your own tests to determine your satisfaction whether the product is of acceptable quality, has not been affected by storage or transportation and is suitable for your p9Ricular purpose under your own operating conditions prior to using any product in full scale production. Seller warrants the products to be free from defects in materials and workmanship. SUCH WARRANTY IS EXCLUSIVE AND IS IN LIEU OF ANY OTHER WARRANTY, EXPRESSED OR IMPLIED, INCLUDING, BUT NOT LIMITv TO, ANY IMPLIED WARRANTY OF MERCHANTABILITY OF FITNESS FOR A PARTICULAR PURPOSE. No representative of ours has authority to waive or change this provision, which applies to all sales of these products. South El Monte, CA 1329 Potrero Ave. 91733 • (323) 283 -9335 • (626) 444-9274 • Fax: (626) 444 -0382 Phoenix, AZ (602) 437 - 2401 • Maryland Heights, MO (314) 878 -3010 • San Jose, CA (408) 452 -0318 • Charlotte, NC (704) 596 -0926 Denver,.CO (303) 286 -1876 • Warren, PA (814) 723 -0721 • Lakeville, MN (95M EIDIlas, TX (214) 333 -9801 • Woodinville, WA (425) 483 -5665 CITY OF TUKWILA MAK 17 2009 PERMIT CENTER DOI 0°' OLI T009 -WH12 M A T E R I A L S A F E T Y CARDINAL INDUSTRIAL FINISHES EMERGENCY PFO E: (800) 424 -9300 1329 PO RERO AVE PREPARED BY: Richard A. Stewart S. EL MDNTE, CA 91733 INECENATICN PHONE: (626) 444 -9274 or (323) 283 -9335 SECTION I PRODUCT INFORMATION PRODUCT: T009 -WH12 POLYESTER TGIC FULL GLOSS GENERAL DESCRIPTION: Industrial Powder Coating SECTION II HAZARDOUS INGREDIENTS INGREDIENT EXPOSURE LIMITS 1,3,5- Triglycidyl Isocyanurate OSHA PEL: N /E; ACGIH TLV: Indicates a chemical regulated by OSHA (Occupational Safety & Health Administration) This product contains Barium Sulfate. The USEPA published a final rule in the Jun 28, 1994 Federal Register deleting barium sulfate from the category "Barium Compounds ". SECTION III PHYSICAL DATA BOILING RANGE: n/a VAPOR DENSITY: Heavier than air EVAPORATION RATE: Unknown % VOLATILE BY VOLUME: 0.000 % SOLIDS BY VOLUME: 100.000 % EXEMPT BY VOLUME: 0.000 VOC CONTENT: EXCLUDING EXEMPT: INCLUDING EXEMPT: VOC content tested per EPA METHOD D A T A S H E E T WHITE 11/03/2004 CHEMIREC FAX: (626) 444 -0382 V. P. CAS No. % WT (mmHg @ 20 ° C) 0 2451 -62 -9 1% - 5% N /A; OTHER: .25 mg /m3 SPECIFIC GRAVITY: 1.71 WEIGHT PER GALLON: 14.23 lb/g1 % VOLATILE BY WEIGHT: 0.000 % SOLIDS BY WEIGHT: 100.000 % EXEMPT BY WEIGHT: 0.000 0.00 lb/g1 0 g/1 0.00 lb/g1 0 g/1 24, ASTM D2369 is less than 1% Wt /Wt. Page: 1 HMIS Codes H F R P 1 1 0 E Key: WH12 -T009 M A T E R I A L S A F E T Y D A T A S H E E T T009 -WH12 11/03/2004 Page: 2 SECTION IV FIRE AND EXPLOSION RISKS FLAMMABILITY CLASSIFICATION: n/a FLASH POINT: n/a METHOD: n/a L.E.L.: n/a U.E.L.: n/a EXTINGUISHING MEDIA: Foam, alcohol foam, CO2, dry chemical, water fog. UNUSUAL FIRE AND EXPLOSION HAZARDS: None SPECIAL FIREFIGHTING PROCEDURES: Self- contained breathing apparatus with full facepiece operated in pressure demand or other positive pressure modes. SECTION V HEALTH HAZARD DATA EFFECTS OF OVEREXPOSURE: SKIN CONTACT: Slight irritation, dry skin, minor rashes. EYE CONTACT: Moderate irritation, redness, tearing and itching sensation. INHALATION: May cause nasal irritation, sneezing and coughing. INGESTION: May cause gastrointestinal irritation, nausea, and diarrhea. ACUTE: Can cause eye irritation, redness, tearing and blurred vision. Can cause moderate skin irritation CHRONIC: May cause skin drying, rash, dermatitis and sensitization to powder. CARCINOGENICITY: This product contains: NONE ( No carcinogenic chemicals are present ) MEDICAL CONDITIONS PRONE TO AGGRAVATION BY EXPOSURE: Pre - existing respiratory conditions, allergies, eczema or skin conditions. PRIMARY ENTRY ROUTES OF EXPOSURE: Dermal and Inhalation EMERGENCY AND FIRST AID PROCEDURES: EYE CONTACT: Flush with large quantities of water for 15 to 30 minutes. Get medical attention. SKIN CONTACT: Wash exposed area with mild soap and water for 15 minutes. Remove contaminated clothing. INHALATION: Remove victim to fresh air. If breathing is difficult, administer oxygen. If breathing has stopped, give artificial respiration. Get immediate medical attention. INGESTION: < DO NOT INDUCE VOMITING > Keep victim warm and seek immedid medical attention. Key: WH12 -T009 M A T E R I A L S A F E T Y D A T A S H E E T T009 -WH12 11/03/2004 Page: 3 SECTION VI REACTIVITY DATA STABILITY: Stable. HAZARDOUS POLYMERIZATION: Will not occur. CONDITIONS TO AVOID: Extremely high temperatures, poor ventilation and excessive aging. INCOMPATIBILITY (MATERIALS TO AVOID): Avoid contact with strong oxidizing agents. HAZARDOUS DECOMPOSITION OR BY PRODUCTS: Thermal decomposition may produce carbon dioxide and /or carbon monoxide. SECTION VII SPILL AND LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Follow instructions in Sections IV, V, VI, VII and VIII to prevent health hazards. Eliminate all sources of ignition. Sweep up and prevent dust cloud from forming. Prevent from spreading to ground water. Use non - sparking shovels to scoop up. Place material in recovery container for disposal. WASTE DISPOSAL METHOD: Powder may be classified as a non - hazardous material. However, material should first be tested in accordance with EPA for STLC and TTLC requirements. Dispose of in accordance with local, state and federal regulations. SECTION VIII SAFE HANDLING AND USE INFORMATION RESPIRATORY PROTECTION: If TLV of the product or any component is exceeded, a NIOSH approved dust respirator is advised in absence of environmental control. OSHA Regulations also permit other NIOSH dust respirators under specified conditions. (See your Safety Equipment Supplier) Engineering or administrative controls should be implemented to reduce exposure. VENTILATION: Provide sufficient "UL" approved mechanical (General and /or local exhaust) ventilation to control dust. PROTECTIVE GLOVES: Gloves are recommended to prevent exposure to powder. EYE PROTECTION: See your supervisor for proper eye protection. OTHER PROTECTIVE EQUIPMENT: Prevent repeated or prolonged skin contact, wear impervious clothing and work shoes. HYGIENIC PRACTICES: Remove and wash soiled clothing before reuse. Wash hands before eating or smoking. Key: WH12 -T009 M A T E R I A L S A F E T Y D A T A S H E E T T009 -WH12 11/03/2004 Page: 4 SECTION IX SPECIAL PRECAUTIONS PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGE: Store in a cool dry place and protect from breakage. (Avoid moisture) Clean up spills immediately, keep tightly closed when not being used. Avoid poor ventilation and excessive aging. Do not store near food or drinks. Do not allow powder dust to accumulate in and around machinery. OTHER PRECAUTIONS: Powder coating equipment should be grounded at all times to prevent static electricity build -up. (OSHA 29CFR 1910.107) "There shall be no open flame or spark producing equipment in any spraying area nor within 20 feet thereof, unless separated by a partition." SECTION X SHIPPING INFORMATION D.O.T. SHIPPING NAME : Not Regulated By D.O.T., 49 CFR D.O.T. HAZARD CLASS : None UN /NA NUMBER : None PACKAGING GROUP : None D.O.T. LABELS REQUIRED : None SECTION XI OTHER REGULATORY INFORMATION Toxic Control Act: All components of this product are listed on the EPA TSCA Inventory or exempt from notification. Canadian Environmental Protection: All of the components of this product are approved and listed on the Canadian Domestic Substance List or exempt from notification requirements. California Proposition 65: This product contains no chemicals reportable under Proposition 65. The information contained in this Material Safety Data Sheet is considered to be true and accurate. Cardinal Industrial Finishes makes no warranties, expressed or implied, as to the accuracy and adequacy of this information. This data is offered solely for the user's consideration, investigation and verification. Key: WH12 -T009 PEE © Cellulose /Polyester Material Weight: 78 Ibs /3000ft No. Permeability- 16 CFM * Frazier Method - the volume of air, in CFM, that can flow through 1 sq ft of media at 0.5 WG pressure drop. 100.0 90.0 80.0 70.0 60.0 50.0 40.0 30.0 26 Others Initial Particle Size Removal Efficiency ( %) MERV Rating Temperature Limits - Continuous Operating and Surge TDC Filter Mfg. 2.0 1.8 1.5 V 1.3 1.0 0.8 0.5 0.3 0.0 0.00 .i •.ti S% High - efficiency media with excellent resistance to moisture and strength characteristics. Mullen Burst - Media Strength (PSI) Resistance - Clean Device Ru Ltoure. me ••• 1331 5 55th Ct., Cicero, IL 60804, 1- 800 - 424 -1910 International Phone: 1-708-863-4400, Fax: 708- 863 -4472 ••• 385 Battaile Drive, Winchester, VA 22601,1- 800 - 336 -7300 International Phone 1 -540- 667 -8500, Int. Fax 540 - 667 -9074 20 x 20 x 6 700 .38 .35 .20 1.5 45 37 18x 24 x6 750 .38 .35 .20 1.5 48 40 16 x 25 x 6 700 .38 .35 .20 1.5 44 37 20 x 20 x 12 1400 .65 .55 .40 1.5 99• 83 18 x 24 x 12 - - _1500 .65 - ..55 . .40 1:5 .. 106 89 - -_ 16 x 25 x 12 1400 .65 .55 .40_ _ 1:5 97 • 81 24 x 24 x6 1000 .38 .35 .20 1.5 64 56 20 x 25 x 6 875 .38 .35 .20 1.5 56 48 20 x 24 x6 825 .38 .35 .20 1.5 54 46 99.9 99.8 995 99 98 95 90 P 80 i 70 • 60 50 40 30 20 10 5 2 - yyy 99.8 • 995 r;: _'-'-- 98 90 95 90 80 so -85% A 70 � 60 60 50 -65% 4 0 30 20 10 5 2 0.2 03 05 0.709 2 4 6 8 10 C :TfArx , 214 . C12.• ' '20x25212 - ' 2UX24X12 1750 1650 65 '.55 .40' .65 '.55 .40 1.5 !" 12 124 106 119 102 16x20x12 12x24x12 1100 1000 .65 :55 :40 .65 .55 1.5 1.5 77 63 70 56 16 x 20 x 6 12 x 24 x 6 550 500 .38 .35 .20 .38 .35 .20 1.5 1.5 35 28 31 25 1. Actual face dimensions are 5/8' less than nominal (24' x 24' Is 23 -3/8' x 23 -38). Actual depth 6' is 5 -78' ; 12 is 11 -12'. 2 Width and height dimensions are interchangeable. Variflow filters can be installed with the pleats either vertical or horizontal. Vertical is preferred. 3. Filters can be operated up to 125% of rated fitter face velocity. 4. All performance data is based on the ASHRAE 52.1 -1992 test method. Performance tolerances conform to section 7.4 of ARI Standard 850 -93. .90 .80 .70 3 .60 u 3 w .50 .40 re m e .30 .20 .10 riff Initial Resistance vs. Filter Face Velocity 12" Deep Filters 6" Deep Filters .90 r time ® x firm RATEDINITIAL2s RESISTANCE C? 12 ,.C?',260,FPM �,;61 RECOMMENDEDJi FINAL� RESISTANCF INW .80 .70 .60 .50 .40 .30 .20 .10 Fitter Face Velocity ( FPM ) ' 21222 = i° 61132 1 AU G A 90-95% 200 300 400 500 600 700 100 200 300 400 Underwriter's laboratories, Inc. Classification Variflow fitters made with all metal construction (VMA, VMB, VMC) are classified U.L. Class 1. Particle board Variflow filters (VFA, VFB, VFC) are classified U.L. Class 2. Operating Temperature Limits (Continuous) Metal Construction -350°F (177 °C) Wood Construction - 200°F (93°C) Efficiency by Particle Size 0.4 06 08 1 P.O. BOX 32578, LOUISVILLE, KENTUCKY 40232 -2578 (502) 969-2304 FAX (502) 961-0930 Visit our Web Site - www.airguard.com E -Mail Address - mailbag@airguard.com Particle Size ( Microns ) 007 3 5 7 9 1D-445 CHEMICAL COMPANY PH MINUS FILE COPY To Decrease Acid Consumed 090 -03 PH PLUS is a strong acidic solution used to decrease the acid consumed titration of an iron phosphate conversion coating treating solution. Titrating Procedure for Acid Consumed: 1. Pipette a 10 ml sample of the bath into a 125 ml glass flask. 2. Add approximately 20 mis of deionized water. 3. Add 4 — 5 drops of Indicator #3 (Bromocresol Green). 4. Titrate with Titrating Solution #6 (1/10N Acid) until the solution changes from blue to green. Determination: mis of Titrating Solution #6 (1/10N Acid) required indicates the Acid Consumed level of the bath. Maintenance: maintain the Acid Consumed titration within the range specified in the product operating bulletin. Decreasing Acid Consumed: The addition of 32 mis of PH MINUS per 100 gallons of solution will DECREASE the Acid Consumed titration about 0.1 ml. Illinois California 135 LeBaron Street 7200 Coral Lane Waukegan, Illinois Paramount, California Phone: (847) 336 -8100 Phone: 562) 531 -6363 Toll Free: (800) 228-4646 Toll Free: (800) 899 -6364 Fax: (847) 336 -8518 Fax: (562) 531 -6405 To the best of our knowledge the information in this bulletin is true and accurate. However, since application of the products described herein is beyond our control both the product and the information is offered without guarantee as to their use. We assume no liability for incidental, consequential, or direct damages of any kind, no matter the cause, including negligence. 'Nothing contained within this operating bulletin shall be taken as a recommendation to use any product in violation of any patent rights. Page 1 of 2 POI wi-01-10 CHEMICAL COMPANY WASTE DISPOSAL 090 -03 The product is added to a conversion coating treatment solution and normally not disposed of as an individual product. PRECAUTIONARY INFORMATION The following suggestions for handling have been prepared in accordance with a pattern established by the American National Standards Institute, Publication ANSI Z 129.1 (1994). WARNING! CONTAINS STRONG ACID CAUSES BURNS DO NOT GET IN EYES, ON SKIN OR CLOTHING AVOID BREATHING VAPORS OR MIST KEEP CONTAINER CLOSED WASH THOROUGHLY AFTER HANDLING First Aid: In case of contact, immediately flush eyes with plenty of water for at least fifteen minutes; ensure water flushing of entire surface of eye and lid. Obtain medical attention. Flush skin with plenty of water for fifteen minutes, then wash with soap and water. Remove contaminated clothing promptly; launder before re -use. STORAGE To meet pollution control regulations now being enforced by several states, we recommend that all chemical products be stored and used in locations which will not permit direct access to surface or sanitary drains. These areas should be constructed in such a manner that any chemicals lost can either be salvaged or suitably treated to prevent pollution of natural waters. PHYSICAL PROPERTIES Liquid Clear, colorless Density: 13.2 lbs/gal 050902JDP /ab page 2 of 2 HMIS RATING 0 = Insignificant HEALTH 3 1 = Slight FLAMMABILITY 0 2 = Moderate REACTIVITY 0 3 = High PERSONAL PROTECTION D 4 = Extreme • CORAL CHEMICAL COMPANY Corporate Headquarters 1915 Industrial Ave. Zion, IL 60099 (800)228 -4646 8 A.M. To 5 P.M., CST MATERIAL SAFETY DATA SHEET TRADE NAME: CHEMICAL NAME: SYNONYMS: CHEMICAL FAMILY: HAZARD COMPONENTS: CAS # Phosphoric acid 75% *Chemical reportable under Section 313, SARA Title III SKIN: EYES: PH MINUS Phosphoric acid solution 7664 -38 -2 090 -03 PH MINUS Revision Date: May 17, 2007 INFOTRAC 24 HOUR EMERGENCY TELEPHONE (800) 535 -5053 or (352) 323 -3500 SECTION I: PRODUCT INFORMATION I SECTION II: HAZARDOUS INGREDIENTS I HAZARD DATA 1 mg /M OSHA PEL 1 mg /M ACGIH TWA 3 mg /M ACGIH STEL I SECTION III: FIRST AID PRECAUTIONARY INFORMATION ALWAYS HAVE PLENTY OF WATER AVAILABLE FOR FIRST AID Immediately flush skin with plenty of water for at least 15 minutes. Wash with soap and water. Immediately flush with plenty of water for at least 15 minutes; ensure water flushing of entire surface of eye and lid. Obtain medical attention, including ophthalmologic consultation for any corneal burns. Page 1 of 5 090 -03 PH MINUS INHALATION: Remove to fresh air. If breathing is difficult or discomfort persists, obtain medical attention. INGESTION: Rinse mouth with water. Give large quantities of water, milk, or demulcents to cause dilution in stomach. Do not induce vomiting. Attempts to neutralize with base should be avoided because of excessive gas and heat formulation, which may increase threat of esophagastric perforation. Vomiting and diarrhea (laxative effect of phosphates) are expected with large doses. Parenteral fluid administration may be needed if fluid loss is severe or shock ensues. Supportive care may be needed for other complications such as glottal edema, hematemesis, and perforation (unlikely). Induced vomiting should be avoided because local tissue injury may be aggravated, but patient should be watched for hyperphosphatemia and hypocalcemia. Milk or other demulcents may be worthwhile for gastric irritation. Note to Physician: Phosphoric acid is a moderately corrosive agent, which may bum any exposed tissue upon other than very brief contact. I SECTION IV: OVEREXPOSURE EFFECTS SKIN: EYES: INHALATION: INGESTION: RESPIRATORY PROTECTION: VENTILATION: PROTECTIVE GLOVES: EYE PROTECTION: Phosphoric acid is completely and readily soluble in water. If exposed areas are flushed promptly and thoroughly with water, there should be little or no harm. Long -term exposure may lead to rash or burn. Mild to severe irritant. Chemical burn likely. Severe irritant. Slightly toxic. I SECTION V: PERSONAL PROTECTION NIOSH- approved respirator for dusts and mists. Mechanical (general or local exhaust) Impervious Chemical goggles or face shield. Do not wear contact lenses. Page 2 of 5 PROTECTIVE EQUIPMENT: HANDLING AND STORAGE: BOILING POINT ( ° F): FREEZING POINT ( ° F): VOLATILITYNOL ( %): VAPOR PRESSURE (mm Hg): VAPOR DENSITY (Air =1): SOLUBILITY IN H2O: APPEARANCE /ODOR: SPECIFIC GRAVITY (H20 =1): EVAPORATION RATE: pH: FLASH POINT: LOWER FLAME LIMIT: HIGHER FLAME LIMIT: EXTINGUISHING MEDIA: FOR FIRE: UNUSUAL FIRE HAZARD: CHEMICAL STABILITY: CONDITIONS TO AVOID: Apron or protective clothing. INCOMPATIBLE MATERIALS: Strong alkalis 090 -03 PH MINUS Keep container tightly closed. Store in cool, dry location. SECTION VI: PHYSICAL DATA AND CHEMICAL PROPERTIES >212 °F 32 30% Water vapor Water vapor Complete Clear, water -white liquid; slight to no odor 1.58 Water solution <1.0 SECTION VII: FIRE AND EXPLOSION HAZARD DATA Will not catch fire. N/A N/A Use extinguishing media proper to the primary cause of the fire. Wear self- contained breathing apparatus with full face piece, operated in pressure demand or other positive pressure mode. Material can react with metal to liberate hydrogen, a flammable gas. SECTION VIII: REACTIVITY DATA I Stable Material can react with metals to liberate hydrogen, a flammable gas. Page 3 of 5 DECOMPOSITION PRODUCTS: Oxides of phosphorus HAZARDOUS POLYMERIZATION: Will not occur. SECTION IX: SPILL AND DISPOSAL PROCEDURE I SPILL: WASTE DISPOSAL: HAZARD CLASS: DOT SHIPPING NAME: REPORTABLE QUANTITY (RQ): UN NUMBER: NA NUMBER: 090 -03 PH MINUS Use appropriate protective equipment. Dike to contain spill. Stop leak, if feasible without undue risk. Cover with inert absorbent material, sweep up, and place in suitable container. Flush area well with water. Keep spills and cleaning run -off out of municipal sewers and open bodies of water. Material collected on absorbent must be disposed to a permitted hazardous waste management facility in accordance with the Clean Air and Clean Water Acts, Resources Conservation and Recovery Act, and all relevant laws or regulations regarding disposal. RCRA: It is the responsibility of the user to determine at time of disposal whether a product or solution meets RCRA criteria for hazardous waste, as mixing, use, contamination or soils may render the resultant mixture hazardous. SECTION X: TRANSPORTATION INFORMATION I Corrosive Material, Class 8, PG III Phosphoric Acid Solution 6,667 lbs. of product If a discharge of a hazardous substance contained in this product equals or exceeds in 24 hours the R.Q. amount shown above, immediately report the discharge to the National Response Center, 800 - 424 -8802. 1805 N/A I SECTION XI: TSCA INFORMATION I The chemical ingredients in this product are on the 8(b) TSCA Inventory Lists (40 CFR 710). Page 4 of 5 Prepared by: J. D. Pemberton Technical Director 090 -03 PH MINUS To the best of our knowledge, this information is true and accurate as of the date of this Material Safety Data Sheet. However, since the use of this information and the conditions of the use of the product are not under the control of Coral Chemical Company, it is the user's obligation to determine the conditions of safe use of the product. Page 5 of 5 S A OPERATING CONDITIONS Main Office 1915 Industrial Ave. Zion, IL 60099 Phone: (847) 246 -6666 Toll Free: (800) 228 -4646 1111% Tennessee Distribution Center Nashville, TN 37211 Phone: (847) 246-6666 Toll Free: (800) 228 -4646 FILE COPY AiD m CHEMICAL COMPANY FLASH CLENE 1414 Low - Temperature Spray Cleaner, Liquid * EFFECTIVE AGAINST ORGANIC SOILS * WORKS WELL EVEN IN HARD WATER * LOW FOAM * EASY RINSING * EASY CONTROL 203 -14 FLASH CLENE 1414 is a strongly alkaline cleaner, formulated for low - temperature application in power spray washers. FLASH CLENE 1414 provides thorough cleaning, and is particularly effective against greasy oils. FLASH CLENE 1414 is offered in convenient liquid form for easy mixing or metered control. Range Typical Concentration: 2 -5% by volume 3% Temperature: 120° -150 °F 135 °F Time: 45 sec. -2 min. 60 seconds EQUIPMENT Processing tanks, piping, and pumps fabricated of mild steel are satisfactory. It is recommended that spray nozzles be constructed of 300 - series stainless steel. INITIAL CHARGING PROCEDURE 1. Fill the tank to two- thirds the final volume with clean, cool water. 2. Add the required amount of the product slowly; agitate to mix thoroughly. 3. Add cool water to increase the volume to the operating level. The solution is then ready to be heated to operating temperature. California Distribution Center Santa Fe Springs, CA Phone: (847) 246 -6666 Toll Free: (800) 228-4646 To the best of our knowledge the information in this bulletin is bee and accurate. However, since application of the products described herein is beyond our control both the product and the information is offered without guarantee as to their use. We assume no liability for incidental, consequential, or direct damages of any kind, no matter the cause, including negligence. 'Nothing contained within this operating bulletin shall be taken as a recommendation to use any product in violation of any patent rights. Page 1 of 4 RECEIVED CITY OF TUKWILA MAR 17 2009 PERMIT CENTER P01 Ci M ° Mls T.S. #6 % by volume 2.6 2 3.8 3 5.1 4 6.4 5 c:Aum 0 CHEMICAL COMPANY SOLUTION CONTROL Materials required: Titrating Procedure: 10 ml pipette 125 ml glass flask Automatic burette assembly Indicator #1 (Phenolphthalein) Titrating Solution #6 (1/10N Acid) 203 -14 1. Pipette a 10 ml sample of the bath into a 125 ml glass flask. 2. Add 3 -5 drops of Indicator #1 (Phenolphthalein). 3. Titrate with Titrating Solution #6 (1/10N Acid) until the sample changes from red to the original color of the solution. Concentration: mis of Titrating Solution #6 times the product factor, 0.83 equals the concentration in percent by volume of the product in solution. Titration for Total Alkalinity A "total alkalinity" titration is made to monitor bath contamination build -up. The titration is first made on a fresh bath; these results serve as a reference point. As the bath becomes more and more contaminated with soil, the titration will continue to increase from the initial reference results. A history of increase, when correlated with cleaning performance, can be used to determine the total alkalinity reading at which point the bath should be dumped and recharged. A periodic decanting of a portion of the bath, followed by the addition of fresh water and fresh product will reduce the contamination (total alkalinity titration) and extend the bath life. Material required: Those used in free alkalinity (concentration) titration plus Indicator #2 (methyl orange). page 2 of 4 1 II I CHEMICAL COMPANY Procedure: 1. Pipette a 10 ml sample of the bath into a 125 ml glass flask. 2. Add 25 mis clean water. 3. Add 3-4 drops of Indicator #2 (methyl orange). 4. Using the same titrating solution used for free alkalinity titration, titrate the sample until the solution changes from yellow to orange. 5. Record the mis of titrating solution required as "total alkalinity ". REPLENISHING A bath made up at 3% by volume will have a titration of about 3.8 ml. The titration, bath concentration, should be maintained between 3.5 and 4.5 ml. The addition of 3/4 gallon of the product per 100 gallons of solution will increase the strength approximately 1.0 ml. PRECAUTIONARY INFORMATION The following suggestions for handling have been prepared in accordance with a pattern established by the American National Standards Institute, Publication ANSI Z 129.1 (1994). DANGER! PRECAUTIONARY INFORMATION: FIRST AID: CONTAINS STRONG ALKALI 203 -14 CAUSES SEVERE BURNS. DO NOT GET IN EYE ON SKIN, OR ON CLOTHING. AVOID BREATHING MIST OR SPRAY. KEEP CONTAINER CLOSED. WASH THOROUGHLY AFTER HANDLING. In case of contact, speed of removal is essential. Immediately flush eyes or skin with plenty of water for at least fifteen minutes, while removing contaminated clothing and shoes. Ensure water flushing of entire surface of eye and lid. In case of inhalation, remove to fresh air. SEEK MEDICAL ATTENTION IMMEDIATELY!! Page 3 of 4 LC 1 r CHEMICAL COMPANY WASTE DISPOSAL When it becomes necessary to dispose of the alkaline solution, neutralization of the alkalinity and further treatment may be required to meet local, state, and federal waste control regulations. Your Coral consultant will assist you in selecting the proper Coral waste treatment products to efficiently fulfill these regulations. STORAGE PHYSICAL PROPERTIES Liquid Water white Density: 9.6 lbs. /gal. 203 -14 To meet pollution control regulations now being enforced by several states, we recommend that all chemical products be stored and used in locations, which will not permit direct access to surface or sanitary drains. These areas should be constructed in such a manner that any chemicals lost can be salvaged or suitably treated to prevent pollution of natural waters. rvd:0801 07J DP/ab page 4 of 4 HMIS RATING 0 = Insignificant HEALTH 2 1 = Slight FLAMMABILITY 0 2 = Moderate REACTIVITY 0 3 = High PERSONAL PROTECTION D 4 = Extreme f • ~ CORAL CHEMICAL COMPANY Corporate Headquarters 135 LeBaron Street Waukegan, IL 60085 (800) 228 -4646 or (847) 336 -8100 8 A.M. TO 5 P.M., CST INFOTRAC 24 HOUR EMERGENCY TELEPHONE (800) 535 -5053 or (352) 323 -3500 I SECTION I: PRODUCT INFORMATION TRADE NAME: CHEMICAL NAME: SYNONYMS: CHEMICAL FAMILY: SKIN: MATERIAL SAFETY DATA SHEET FLASH CLENE 1414 Heavy -duty alkaline cleaner 203 -14 FLASH CLENE 1414 Revision Date: February 8, 2006 SECTION II: HAZARDOUS INGREDIENTS 1 HAZARD COMPONENTS: CAS # HAZARD DATA Potassium hydroxide 1310 -58 -3 2 mg /M ACGIH TLV Ceiling Tetrapotassium pyrophosphate 7320 -34 -5 Not established I SECTION III: FIRST AID PRECAUTIONARY INFORMATION ALWAYS HAVE PLENTY OF WATER AVAILABLE FOR FIRST AID Immediately flush skin with plenty of water for at least 15 minutes. Wash with soap and water. Page 1 of 5 EYES: SKIN: EYES: Immediately flush with plenty of water for at least 15 minutes; ensure water flushing of entire surface of eye and lid. Obtain medical attention at once, including ophthalmologic consultation for any corneal burns. INHALATION: Remove to fresh air. If breathing is difficult or discomfort persists, obtain medical attention. INGESTION: Do NOT induce vomiting. If conscious, give several glasses of water to drink. Obtain medical attention at once. Never give anything by mouth to an unconscious person. Attempts to neutralize with a base should be avoided because of excessive gas and heat formation, which may increase threat of esophagastric perforation. Vomiting and diarrhea (laxative effect of phosphates) are expected with large doses. Parenteral fluid administration may be needed if fluid loss is severe or shock ensues. Supportive care may be needed for other complications such as glottal edema, hematemesis, and perforation (unlikely). Induced vomiting should be avoided because local tissue injury may be aggravated, but patient should be watched for hyperphosphatemia and hypocalcemia. Milk or other demulcents may be worthwhile for gastric irritation. Remove contaminated clothing promptly. Launder clothing before re -use; discard shoes. I SECTION IV: OVEREXPOSURE EFFECTS I Will cause severe burns. 203 -14 FLASH CLENE 1414 Will cause severe and rapid burns that may result in permanent damage to eyes or even blindness. INHALATION: Airborne concentrations of spray or mist may cause damage to upper respiratory tract and even to lung tissue, which could produce chemical pneumonia, depending on the severity of the exposure. INGESTION: Can cause severe burns and complete tissue perforation of mucous membranes of the mouth, throat, esophagus and stomach. I SECTION V: PERSONAL PROTECTION I RESPIRATORY PROTECTION: NIOSH- approved respirator for mists. Page 2 of 5 VENTILATION: PROTECTIVE GLOVES: EYE PROTECTION: PROTECTIVE EQUIPMENT: HANDLING AND STORAGE: I SECTION VI: PHYSICAL DATA AND CHEMICAL PROPERTIES I BOILING POINT ( ° F): FREEZING POINT ( ° F): VOLATILITYNOL ( %): VAPOR PRESSURE (mm Hg): VAPOR DENSITY (Air =1): SOLUBILITY IN H2O: APPEARANCE /ODOR: SPECIFIC GRAVITY (H =1): EVAPORATION RATE: pH: I SECTION VII: FIRE AND EXPLOSION HAZARD DATA I FLASH POINT: LOWER FLAME LIMIT: HIGHER FLAME LIMIT: EXTINGUISHING MEDIA: FOR FIRE: UNUSUAL FIRE HAZARD: 203 -14 FLASH CLENE 1414 Local or mechanical exhaust Impervious Chemical goggles or face shield. Do not wear contact lenses. Apron or protective clothing. Keep container tightly closed. Store in cool, dry location. >212° F 32° 60% Water vapor Water vapor Complete Clear, water -white liquid; bland odor 1.16 Water 12.7 (4% solution at 70 ° F) Will not catch fire. N/A N/A Use extinguishing media proper to the primary cause of the fire. Wear self- contained breathing apparatus with full face piece, operated in pressure demand or other positive pressure mode. Material can react with aluminum, zinc, tin, and their alloys to liberate hydrogen, a flammable gas. Page 3 of 5 I SECTION VIII: REACTIVITY DATA CHEMICAL STABILITY: Stable CONDITIONS TO AVOID: N/A INCOMPATIBLE MATERIALS: Strong acids DECOMPOSITION PRODUCTS: Carbon dioxide, carbon monoxide, oxides of phosphorous and sulfur. HAZARDOUS POLYMERIZATION: Will not occur. SECTION IX: SPILL AND DISPOSAL PROCEDURE I SPILL: WASTE DISPOSAL: HAZARD CLASS: DOT SHIPPING NAME: REPORTABLE QUANTITY (RQ): 203 -14 FLASH CLENE 1414 Use appropriate protective equipment. Stop leak. Dike to contain spill, cover with inert absorbent material, sweep up, and place in suitable container. Flush area well with water. Keep spills and cleaning run -off out of municipal sewers and open bodies of water. Aqueous solution: Neutralization of the alkalinity, precipitation of the phosphates, and further treatment may be required to meet local, state and federal waste control regulations. Material collected on absorbent must be disposed to a permitted hazardous waste management facility in accordance with the Clean Air and Clean Water Acts, Resources Conservation and Recovery Act, and all relevant laws or regulations regarding disposal. I SECTION X: TRANSPORTATION INFORMATION I Corrosive, Class 8, PG II Corrosive liquid, basic, inorganic, n.o.s. 24,096 lbs. of product If a discharge of a hazardous substance contained in this product equals or exceeds in 24 hours the R.Q. amount shown above, immediately report the discharge to the National Response Center, 800 - 424 -8802. Page 4 of 5 UN NUMBER: NA NUMBER: Prepared by: D. Davies Analytical Supervisor 3266 N/A SECTION XI: TSCA INFORMATION I The chemical ingredients in this product are on the 8(b) TSCA Inventory Lists (40 CFR 710). To the best of our knowledge, this information is true and accurate as of the date of this Material Safety Data Sheet. However, since the use of this information and the conditions of the use of the product are not under the control of Coral Chemical Company, it is the user's obligation to determine the conditions of safe use of the product. Page 5 of 5 4 r 4 ' p e - oct C tQc v ..,- FILE COPY -'1,6gee,ivirc 1tio'ic7) Permit No. (2) Any project ttnit qualifies as a new or modified source within the meaning of 40 CFR 61.02 (National Emission Standards for Hazardous Air Pollutants), except for Subpart B (Radon from Underground Uranium Mines), Subpart H (Emissions of Radionuclides other than Radon from Department of Energy Facilities), Subpart I (Radionuclides from Federal Facilities other than Nuclear Regulatory Commission Licensees and not covered by Subpart H), Subpart K (Radionuclides from Elemental Phosphorus Plants), Subpart Q (Radon from Department of Energy Facilities), Subpart R (Radon from Phosphogypsum Stacks), Subpart T (Radon from Disposal of Uranium Mill Tailings), Subpart W (Radon from Operating Mill Tailings), and for demolition and renovation projects subject to Subpart M (Asbestos); Any project that qualifies as a new source as defined under 40 CFR 63.2 (National Emission Standards for Hazardous Air Pollutants for Source Categories), except for the provisions of Subpart M (Dry Cleaning Facilities) pertaining to area source perchloroethylene dry cleaners, Subpart LL (Primary Aluminum Reduction Plants), the provisions of Subpart S (Pulp and Paper Industry) and Subpart MM (Chemical Recovery Comb - lx tiurrSources at - Kraft, Soda SulfiteTand Stand -Alone Semichemical Pulp Mills) pertaining to kraft and sulfite pulp mills, the provisions of Subpart ZZZZ (Reciprocating Internal Combustion Engines) pertaining to emergency and limited -use stationary reciprocating internal combustion engines, Subpart WWWWW (Hospitals: Ethylene Oxide Sterilizers), Subpart CCCCCC (Gasoline Dispensing Facilities), Subpart IHH3 (Paint Stripping and Miscellaneous Surface Coating Operations), and Subpart WWWWWW (Plating and Polishing Operations); (4) Any new major stationary source or major modification as defined under WAC 173 - 400 -030; and Any stationary source previously exempted from review that is cited by the Agency for causing air pollution under Section 9.11 of this regulation. (b) Notifications. A Notice of Construction application and Order of Approval are not required for the following new sources, provided that a comA3elRECE notification is filed with the Agency prior to initial startup:. 7u Liquid Storage and Transfer MAR 1 7 2009 (1) Storage tanks used exclusively for: P ERMIT (A) Gasoline and having a rated capacity of 1,001- 19,999 gallons, CENTER PROVIDED THAT they are installed in accordance with the current California Air Resources Board Executive Orders; (B) Organic liquids with a true vapor pressure of 2.2 -4.0 psia and having a rated capacity of 20,000- 39,999 gallons; or (C) Organic liquids with a true vapor pressure of 0.5 -0.75 psia and having a rated capacity >_40,000 gallons. 11/08 (3) (5) 6 -3 Regulation I 17 01- 01-10 i; (2) Loading and unloading equipment used exclusively for the storage tanks exempted above, including gasoline dispensers at gasoline stations. Relocation of Portable Batch Plants 11/08 (3) Relocation of the following portable facilities: asphalt batch plants, nonmetallic mineral processing plants, rock (or concrete) crushers, and concrete batch plants for which an Order of Approval has been previously issued by the Agency. All the conditions in the previously issued Order of Approval remain in effect. Dry Cleaning (4) Unvented, dry-to-thy, dry- cleaning equipment that is equipped with refrigerated condensers to recover the cleaning solvent. Printing (5) Non - heatset, web offset presses and wholesale, sheet -fed offset presses (lithographic or letterpress using exclusively soy -based or kerosene -like oil -based inks, fountain solutions with VOC by volume or <_8.5% if refrigerated to <60 °F, and cleaning solvents with a vapor pressure <_25mm Hg or a VOC content <_30% by volume. Water Treatment (6) Industrial and commercial wastewater evaporators (except flame impingement) used exclusively for wastewater generated on -site that meets all discharge limits for disposal into the local municipal sewer system (including metals, cyanide, fats /oils /grease, pH, flammable or explosive materials, organic compounds, hydrogen sulfide, solids, and food waste). A letter from the local sewer district documenting compliance is required in order to use this exemption. Sanding Equipment (7) Sanding equipment controlled by a fabric filter with an airflow of 2,000 -5,000 cfm and an air -to -cloth ratio of <3.5:1 (for reverse -air or manual cleaning) or <12:1 (for pulse jet cleaning). Ventilation and Control Equipment (8) Vacuum - cleaning systems used exclusively for industrial, commercial, or residential housekeeping purposes controlled by a fabric filter with an airflow of 2,000 -5,000 cfm and an air -to -cloth ratio of <3.5:1 (for mechanical or manual cleaning) or <12:1 (for pulse jet cleaning). Replacement of existing paint spray booths. All the conditions in the previously issued Order of Approval remain in effect. (9) 6 -4 Regulation I Miscellaneous (10) Any source not otherwise exempt under Section 6.03(c) of this regulation that has been determined through review of a Notice of Construction application by the Control Officer not to warrant an Order of Approval because it has a de minimis impact on air quality and does not pose a threat to human health or the environment. Coffee Roasters (11) Batch coffee roasters with a maximum rated capacity of 10 lbs per batch or less. (c) Exemptions. A Notice of Construction application and Order of Approval are not required for the following new sources, provided that sufficient records are kept to document the exemption: 05/06 Com s u (1) — Fuel- bring equipment (except when combusting — pollutants generated by a non - exempt source) having a rated capacity: (A) <10 million Btu per hour heat input burning exclusively distillate fuel oil, natural gas, propane, butane (or any combination thereof); (B) <0.5 million Btu per hour heat output burning waste - derived fuel (including fuel oil not meeting the specifications in Section 9.08 of this regulation); or (C) <1 million Btu per hour heat input burning any other fuel. (2) All stationary gas turbines with a rated heat input <10 million Btu per hour. Stationary internal combustion engines having a rated capacity: (A) <50 horsepower output; (B) Used solely for instructional purposes at research, teaching, or educational facilities; or (C) Portable or standby units operated <500 hours per year, PROVIDED THAT they are not operated at a facility with a power supply contract that offers a lower rate in exchange for the power supplier's ability to curtail energy consumption with prior notice. (4) Relocation of portable, stationary internal combustion engines or gas turbines for which an Order of Approval has been previously issued by the Agency. (5) All nonroad compression ignition engines subject to 40 CFR Part 89. (3) 6 -5 Regulation I Metallurgy (6) Crucible furnaces, pot furnaces, or induction furnaces with a capacity _1,000 pounds, PROVIDED THAT no sweating or distilling is conducted, and PROVIDED THAT only precious metals, or an alloy containing >50% aluminum, magnesium, tin, zinc, or copper is melted. (7) Crucible furnaces or pot furnaces with a capacity <_450 cubic inches of any molten metal. (8) Ladles used in pouring molten metals. (9) Foundry sand -mold forming equipment. (10) Shell core and shell -mold manufacturing machines. (11) Molds used for the casting of metals. (12) Die casting machines with a rated capacity <_ 1,000 pounds that are not used for copper alloys. (13) Equipment used for heating metals immediately prior to forging, pressing, rolling, or drawing, if any combustion equipment is also exempt. (14) Forming equipment used exclusively for forging, rolling, or drawing of metals, if any combustion equipment is also exempt. (15) Heat treatment equipment used exclusively for metals, if any combustion equipment is also exempt. (16) Equipment used exclusively for case hardening, carburizing, cyaniding, nitriding, carbonitriding, siliconizing, or diffusion treating of metals, if any combustion equipment is also exempt. (17) Atmosphere generators used in connection with metal heat - treating processes. (18) Sintering equipment used exclusively for metals other than lead, PROVIDED THAT no coke or limestone is used, if any combustion equipment is also exempt. (19) Welding equipment and oxygen/gaseous fuel cutting equipment. (20) Soldering or brazing, or equipment, including brazing ovens. (21) Equipment used exclusively for surface preparation, passivation, deoxidation, and/or stripping that meets all of the following tank content criteria: (A) <_50 grams of VOC per liter; (B) No acids other than boric, formic, acetic, phosphoric, sulfuric, or <_ 12% hydrochloric; and 05/06 6-6 Regulation I (C) May contain alkaline oxidizing agents, hydrogen peroxide, salt solutions, sodium hydroxide, and water in any concentration. Associated rinse tanks and waste storage tanks used exclusively to store the solutions drained from this equipment are also exempt. (This exemption does not include anodizing, hard anodizing, chemical milling, circuit board etching using ammonia -based etchant, electrocleaning, or the stripping of chromium, except sulfuric acid and/or boric acid anodizing with a total bath concentration of 520% by weight and using <_ 10,000 amp -hours per day, or phosphoric acid anodizing with a bath concentration of <_ 15% by weight of phosphoric acid and using <_20,000 amp -hours per day.) (22) Equipment used exclusively for electrolytic plating (except the use of chromic and/or hydrochloric acid) or electrolytic stripping (except the use of chromic, hydrochloric, nitric, or sulfuric acid) of brass, bronze, copper, iron, tin, zinc, precious metals, and associated rinse tanks and waste storage tanks used exclusively to store the solutions drained from this equipment. Also, equipment used to electrolytically recover metals from spent or pretreated platmg solutions thaFgalify for this exemption. Ceramics and Glass (23) Kilns used for firing ceramic -ware or artwork, if any combustion equipment is also exempt. (24) Porcelain enameling furnaces, porcelain enameling drying ovens, vitreous enameling furnaces, or vitreous enameling drying ovens, if any combustion equipment is also exempt. (25) Hand glass melting furnaces, electric furnaces, and pot furnaces with a capacity _ 1,000 pounds of glass. (26) Heat - treatment equipment used exclusively for glass, if any combustion equipment is also exempt. (27) Sintering equipment used exclusively for glass PROVIDED THAT no coke or limestone is used, if any combustion equipment is also exempt. Plastics and Rubber and Composites (28) Equipment used exclusively for conveying and storing plastic pellets. (29) Extrusion equipment used exclusively for extruding rubber or plastics where no organic plasticizer is present, or for pelletizing polystyrene foam scrap. 05/06 6-7 Regulation I (30) Equipment used for extrusion, compression molding, and injection molding of plastics, PROVIDED THAT the VOC content of all mold release products or lubricants is <_ 1 % by weight. (31) Injection or blow - molding equipment for rubber or plastics, PROVIDED THAT no blowing agent other than compressed air, water, or carbon dioxide is used. (32) Presses or molds used for curing, post - curing, or forming composite products and plastic products, PROVIDED THAT the blowing agent contains no VOC or chlorinated compounds. (33) Presses or molds used for curing or forming rubber products and composite rubber products with a ram diameter <26 inches, PROVIDED THAT it is operated at <_400 °F. (34) Ovens used exclusively for the curing or forming of plastics or composite products, where no foam - forming or expanding process is involved, if any combustion equipment is also exempt. (35-) -- Ovens — used — exclusively —for— the — euring —of - vinyl — plastisols— by—the closed -mold curing process, if any combustion equipment is also exempt. (36) Equipment used exclusively for softening or annealing plastics, if any combustion equipment is also exempt. (37) Hot wire cutting of expanded polystyrene foam and woven polyester film. (38) Mixers, roll mills, and calenders for rubber or plastics where no material in powder form is added and no organic solvents, diluents, or thinners are used. Material Working and Handling (39) Equipment used for mechanical buffmg (except tire buffers), polishing, carving, cutting, drilling, grinding, machining, planing, pressing, routing, sawing, stamping, or turning of wood, ceramic artwork, ceramic precision parts, leather, metals, plastics, rubber, fiberboard, masonry, glass, silicon, semiconductor wafers, carbon, graphite, or composites. This exemption also applies to laser cutting, drilling, and machining of metals. (40) Hand -held sanding equipment. (41) Sanding equipment controlled by a fabric filter with an airflow of <2,000 cfm. (42) Equipment used exclusively for shredding of wood (e.g., tub grinders, hammermills, hoggers), or for extruding, pressing, handling, or storage of wood chips, sawdust, or wood shavings. 05/06 6-8 Regulation I 1. Coating, Resin, and Adhesive Application '` (55) Powder - coating equipment. P0 - cie^ be o (56) Portable coating equipment and pavement stripers used exclusively for the field application of architectural coatings and industrial maintenance coatings to stationary structures and their appurtenances or to pavements and curbs. (57) High - volume low- pressure (HVLP) spray - coating equipment having a cup capacity <_ 8 fluid ounces, PROVIDED THAT it is not used to coat >9 square feet per day and is not used to coat motor vehicles or aerospace components. (58) Airbrushes having a cup capacity <_2 fluid ounces and an airflow of 0.5 -2.0 cfin. 05/06 (D) With a solvent capacity _ <2 gallons. (54) Hand -wipe cleaning. (59) Hand -held aerosol spray cans having a capacity of <_ 1 quart of coating. (60) Spray - coating equipment used exclusively for application of automotive undercoating materials with a flash point >100°F. (61) Ovens associated with an exempt coating operation, if any combustion equipment is also exempt. 0 v e (62) Ovens associated with a coating operation that are used exclusively to accelerate evaporation, if any combustion equipment is also exempt. (Note: The coating operation is not necessarily exempt.) (63) Radiation - curing equipment using ultraviolet or electron beam energy to initiate a chemical reaction forming a polymer network in a coating. (64) Hand lay, brush, and roll -up resins equipment and operations. (65) Equipment used exclusively for melting or applying of waxes or natural and synthetic resins. (66) Hot -melt adhesive equipment. (67) Any adhesive application equipment that exclusively uses materials containing <1% VOC by weight and <0.1% HAP. (68) Equipment used exclusively for bonding of linings to brake shoes, where no organic solvents are used. 6 -10 Regulation I 05/06 (43) Paper shredding and associated conveying systems and baling equipment. (44) Hammermills used exclusively to process aluminum and/or tin cans. (45) Tumblers used for the cleaning or deburring of metal products without abrasive blasting. Abrasive Blasting (46) Portable abrasive blasting equipment used at a temporary location to clean bridges, water towers, buildings, or similar structures, PROVIDED THAT any blasting with sand (or silica) is performed with >_66% by volume water. (47) Portable vacuum blasting equipment using steel shot and vented to a fabric filter. (48) Hydroblasting equipment using exclusively water as the abrasive. (49) Abrasive- blasting- cabinets - vented- to- a- fabric-filter, PROVIDED THAT the total internal volume of the cabinet is <_ 100 cubic feet. (50) Shot peening operations, PROVIDED THAT no surface material is removed. Cleaning (51) Solvent cleaning: (A) Non - refillable, hand -held aerosol spray cans of solvent; or (B) Closed -loop solvent recovery systems with refrigerated or water - cooled condensers used for recovery of waste solvent generated on -site. (52) Steam - cleaning equipment. lik-)0,sl-A 134.a (53) Unheated liquid solvent tanks used for cleaning or drying parts: (A) With a solvent capacity 10 gallons and containing <_ 5% by weight perchloroethylene, methylene chloride, carbon tetra- chloride, chloroform, 1,1,1 - trichloroethane, trichloroethylene, or any combination thereof; (B) Using a solvent with a true vapor pressure <_0.6 psi containing <_ 5 % by weight perchloroethylene, methylene chloride, carbon tetrachloride, chloroform, 1,1,1- trichloroethane, trichloro- ethylene, or any combination thereof; (C) With a remote reservoir and using a solvent containing ___ 5 % by weight perchloroethylene, methylene chloride, carbon tetra- chloride, chloroform, 1,1,1- trichloroethane, trichloroethylene, or any combination thereof; or 6 -9 Regulation I King County Wastewater Treatment Division Industrial Waste Program Department of Natural Resources and Parks 130 Nickerson Street, Suite 200 Seattle, WA 98109 -1658 206- 263 -3000 Fax 206 - 263 -3001 TTY Relay: 711 July 9, 2009 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mike Cusick City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Permit Application for Rainier Industries Ltd. Dear Mr. Cusick: RECEWED JUL 1 4 2009 TUKWILA PUBLIC WORKS We have received the enclosed waste discharge permit application from Rainier Industries Ltd. located at 18375 Olympic Avenue South, Tukwila, Washington. I will determine what type of discharge authorization will be necessary for this operation and inform you of my decision. If a permit is required, I will send you a copy of the draft permit for your review and comment. If you have any comments regarding the enclosed application, please call me at 206 - 263 -3007 within 14 days of receipt of this letter. Thank you for your assistance. Sincerely, 4 „... ,. t iL Dave Haberman Investigator Industrial Waste Program Enclosure Creating Resources from Wastewater FILE COPY PERMANE P D09-duo a,w1 :• .ic:. y RECEIVED MAR 2 4 2009 King County KING COUNTY INDUSTRIAL WASTE Industrial Waste Program Wastewater Discharge Permit Application Department of Natural Resources and Parks Wastewater Treatment Division SECONDARY PERSON TO BE CONTACTED ABOUT THIS Brian Rowinski APPLICATION: VP Name 18375 Olympic Ave S BUSINESS MAILING ADDRESS: 18375 Olympic Ave S Title (e.g -, President, Consultant, On -Site Manager) (425) 251 -1800 Mailing Address Tukwila, WA 98188 Telephone No. (206) 423 -2735 R F C E I City, State brianr @rainier.com Zip Code 24 -Hour Emergency Phone No. (425) 251 -5065 MAR 2 4 ; E -Mail Address FAX No. PRIMARY PERSON TO BE CONTACTED ABOUT THIS • J.R. Rogers APPLICATION: Sales/ Engineering Name 17739 15 Ave NE BUSINESS MAILING ADDRESS: 18375 Olympic Ave S Title (e.g., President, Consultant, On -Site Manager) (425) 754 -3934 Mailing Address Seattle, WA 98155 Telephone No. (425) 754 -3934 City, State jr @finishingequipment.com Zip Code 24 -Hour Emergency Phone No. (206) 206 -129 FAX No. E -Mail Address APPLICANT BUSINESS AND /OR PROJECT NAME: Rainier Industries Ltd. ADDRESS OF SITE DISCHARGING WASTEWATER: (If no address, indicate cross streets.) 18375 Olympic Ave S BUSINESS MAILING ADDRESS: 18375 Olympic Ave S Site Address Seattle, WA 98188 Mailing Address Seattle, WA 98188 City, State Zip Code City, State Zip Code • • .• ., Y -• • v• -t , . . ' , •. .•. 4 .•1•�,:.�ti ^... �" {•'. .•. .�Y.7: ;. . • Submit one application for each site. • King County Industrial Waste (KCIW) does not require an application fee. Once KCIW determines that you require a permit, KCIW will bill you prior to issuing you a draft permit. • Answer all questions and include the required exhibits. Incomplete applications will be returned to you. • If you do not have an answer for the requested information, indicate so and explain why. • Indicate "N /A" if a section does not apply to your operations. • Use additional pages, if needed. • Send three copies of the completed application and exhibits to: You will find detailed instructions for completing each section of this application and each required exhibit in the enclosed packet, "Wastewater Discharge Permit Application Instructions and Guidelines." Review the entire application and instruction packet carefully before completing any part of the application. King County Industrial Waste 130 Nickerson Street, Suite 200 Seattle, WA 98109 -1658 SECTION A — BUSINESS NAMES AND ADDRESSES NTY INDUSTRIAL WASTE King County Wastewater Disrarge,Permit Apjlicatipn ED 009 Business Activity Type of Product or Brand Name Daily Quantities Average Maximum Tue Wed Thur Fri Various Products Wave Guide 8 24 Night Swing Average 254 2 2 2 2 y¢P• ti `k •• .• .. v . .. ... .":•"; r.{ Y ~hY >>rr..:�. ati , • , �����YY .. !!. • , • i •ir.1G.:. .. '"�Y�. ••••-•.'••• . .i .. .. .. 4: N °+•. 'G:'rS t' :7?,� fI.II.S. y.i'' 16iiffR+35^.�Y%ti. Y::;::' 4;5 ••%.:. h•aY},B:Ftiy 117,. • S ECTION B — GENERAL BUSINESS INFORMATION 1. NATURE OF BUSINESS Briefly describe your business and the main activities producing wastewater at the applicant site (type of processing, manufacturing, service, remediation). Manufature of of various products. This is being installed specifially for aluminum parts. The parts are to be cleaned in a manual wash booth prior to powder coating them. Attached is a Doc showing the proposed wash system. 2. PERTINENT IDENTIFICATION NUMBERS AND PERMITS Standard Industrial Classification (SIC) 2394' EPA WAD No. Water /Sewer Agency City of Tukwila and Account No. 15 - 0140 - 0000 Water Meter No(s). 680066430 & 69207595 Current King County Permit No. Date Business Started at this Site 07/08 1. DAILY AND SEASONAL VARIATIONS Environmental Control Permits Issued for Applicant Site: SECTION C — PRODUCT AND PROCESS DESCRIPTION 2. BUSINESS ACTIVITIES AND PRODUCTS Business activities include manufacturing, processing, and remediation activities. King County Wastewater Discharge Permit Application Number of Operating Days /Year Circle Days You Generally Discharge and Provide Number of Hours Discharging on Those Days Number of Employees /Shift Mon Tue Wed Thur Fri Sat Sun Holiday Day Night Swing Average 254 2 2 2 2 2 2 120 Maximum 303 12 12 12 12 12 12 120 y¢P• ti `k •• .• .. v . .. ... .":•"; r.{ Y ~hY >>rr..:�. ati , • , �����YY .. !!. • , • i •ir.1G.:. .. '"�Y�. ••••-•.'••• . .i .. .. .. 4: N °+•. 'G:'rS t' :7?,� fI.II.S. y.i'' 16iiffR+35^.�Y%ti. Y::;::' 4;5 ••%.:. h•aY},B:Ftiy 117,. • S ECTION B — GENERAL BUSINESS INFORMATION 1. NATURE OF BUSINESS Briefly describe your business and the main activities producing wastewater at the applicant site (type of processing, manufacturing, service, remediation). Manufature of of various products. This is being installed specifially for aluminum parts. The parts are to be cleaned in a manual wash booth prior to powder coating them. Attached is a Doc showing the proposed wash system. 2. PERTINENT IDENTIFICATION NUMBERS AND PERMITS Standard Industrial Classification (SIC) 2394' EPA WAD No. Water /Sewer Agency City of Tukwila and Account No. 15 - 0140 - 0000 Water Meter No(s). 680066430 & 69207595 Current King County Permit No. Date Business Started at this Site 07/08 1. DAILY AND SEASONAL VARIATIONS Environmental Control Permits Issued for Applicant Site: SECTION C — PRODUCT AND PROCESS DESCRIPTION 2. BUSINESS ACTIVITIES AND PRODUCTS Business activities include manufacturing, processing, and remediation activities. King County Wastewater Discharge Permit Application Process Number Process That Generates Wastewater Substances Discharged to the Sewer Type of Pretreatment Frequency of Discharge (continuous or batch) Daily Quantity Discharged in Gallons Average Maximum 1 Pressure Washing of Parts Alkaline Cleaner & water Cleaning Continuous thought the day 960 2500 2 Rinse Rinse Water Rinse Continuous thought the day 400 1000 — 1.5 Brand Name Chemical or Actual Name Purpose Daily Quantities Used Tank Volume Working Concen- tration Average Maximum Coral Chemical Flash Clene 1414 Alkaline Cleaner Clean the parts 20 Gallons 30 55 3% ,&or LA) A As t- U I CI ischarge_ prior to pumping to drain — 1.5 • . .. 3. RAW MATERIALS AND CHEMICALS USED IN THE PROCESS 6. PROPOSED DURATION OF WASTEWATER DISCHARGE: 10 years 4. INDUSTRIAL WASTEWATERS DISCHARGED TO KING COUNTY SEWERS (1) Enter a brief description and assign a number for each process (add more lines if necessary). Also show these process numbers in Exhibits A and B. (2) Indicate frequency of discharge; either continuously discharged when generated, or stored and discharged in batches. 5. LIQUID WASTES AND SLUDGES REMOVED BY MEANS OTHER THAN KING COUNTY SEWERS Enter annual, monthly, or daily volume, or volume of each removal. Indicate unit of measurement. of Waste /Substance Means of Removal Volume Frequency King County Wastewater Discharge Permit Application Type of Water In: Water Out Consumption /Discharge Water Use Water Discharge or Loss Water Source (1) Average (gals /day) Maximum (gals /day) Discharge Point (2) Average (gals /day) Maximum (gals /day) Industrial processing water /wastewater a 1360 4800 a 1250 4800 Contact cooling water Non - contact cooling water Boiler and cooling tower feed /blowdown Water incorporated into product Sanitary water /wastewater a 3,125 4000 a 3,125 4000 Industrial storm water Plant washing water /wastewater a 50 100 a 50 100 Construction dewatering Groundwater remediation Site Irrigation Evaporation — — — Other: (please indicate) [TOTALS: I — 4535 8,900 I — 4,425 8,900 0. tf1" i s .. _ e,Pi•� '. + r ^ : t •a .. r -w L' }�: 4':. $' 7,•I SECTION D - WATER BALANCE 1. WATER BALANCE TABLE (1) Enter the appropriate letter for the water source: a.) City Service b.) Private Well c.) Reclaimed Water d.) Raw Materials e.) Industrial Storm Water f.) Groundwater (2) Enter the appropriate letter for the discharge point: a.) Sewer b.) Storm Drain c.) Receiving Water d.) Waste Hauler e.) Evaporation f.) Product If the discharge is entering the sewer, also indicate the side sewer (ss) number, if available. (3) You must provide documentation of the water balance calculations provided in this table. (See directions for Exhibit I.) King County Wastewater Discharge Permit Application sJ �`t: .. I..' \J : •t' :. .. . ' .. . . <-- c,s1 "" n' fir.; ,�. �. "?�= .J'!:. •;y. 7 . �w:.RF ' :..+�:..: i ;i :•r `r :'' J. .. }. ��: <::,;.:tia :.rsk• t•i k , s , AL:• Y •• : •'uR 4r x M9aN 1 .� wi, - • ; • . `l%e -•,'L� �..y:: a i{.';� � .',� i ..�d`l�r �..'.. Please see instructions for information on how to complete the following exhibits: Exhibit A: Schematic Flow Diagram (required) Exhibit B: Site Layout (required) Exhibit C: Planned Changes in Pretreatment or Waste Disposal Practices Exhibit D: Analytical or Historical Data Exhibit E: Spill Prevention and Containment Plan Exhibit F: Tank Capacities and Concentrations Exhibit G: Hydrogeologic Reports for Groundwater Remediation Exhibit H: Engineering Report (Required only if you have wastewater pretreatment systems or are intending to install such systems.) Exhibit I: Documentation of Water Balance Calculations INDUSTRIA This information is available in alternative formats for people with disabilities on request at 206 - 263 -3000 (voice) or 711 (TTY). SECTION E - SUPPORTING EXHIBITS; SECTION F - CERTIFICATION I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. J.R. Rogers Printed Name Sales Ecinineerinq Title • nature r Date RECEIVED MAR 2 4 2009 KING COUNTY WASTE King County Wastewater Discharge Permit Application RECEIVED FINISHINGEQUIPMENTNW MAR 2 4 2009 KING COUNTY -4 fNDUSTRIAL WAS 17739 -- 15 AVENUE NE • SHORELINE, WA 98155 • (206) 363 -0119 • FAX (206) 363 -0129 Powder Coating Systems, Design, Build, Turnkey Installations, Service, Wagner Powder Guns & Booths, Ovens Conventional & UR, Washers, Conveyors, Burn-Off Ovens, Evaporators, Liquid Finishing Systems, Plural Component Systems- Pneumatic and Electronic, Electrostatic Guns- Water & Solvent, High Pressure & Low Pressure, H.V.L.P., Booths, Down Draft, Semi - Down Draft, Water Wash, Blast Booths, Dust Collectors Systems, Gas Fired Air Make -Up Units, Welding Exhaust Systems, Pre - Treatment Chemicals. Contractor License INDUSAS099JZ King County Waste Treatment Seattle, WA 98188 Re: Rainer Industries Wastewater Discharge Permit Proposal FENW0121095R4 March 16, 2009 Please find the enclosed Wastewater Discharge Permit data regarding Rainier Industries Incorporated's proposed powder coating washer. The system is to be located at 18375 Olympic Ave S., Tukwila WA and will consist of a Manual Wash Booth, Powder Booth, and Cure Oven. Summary of New Wash System • The aluminum parts enter the wash booth via rolling carts. • Step 1 is an alkyd cleaner that will be applied with a electric hot water pressure water with a chemical injector. The parts will be sprayed to remove the surface contaminations and will have a operating temperature of 120 -140 F and 3% concentration of cleaner. Step 2 will be a city water rinse at ambient temperature. • The city water supply will be to hose connection where the Hot Water Pressure and Rinse water will be connection though a hose. • The water will be collected via a 3 1 h' containment curb around the perimeter of the wash booth and a T -shape collection trench that runs across the opening and down the length of the booth. A 3' cube sump will be at the rear of the booth where a Ph probe will monitor the collected water and pH adjust if it out of the acceptable range. A pump controlled by a lever sensor and interlocked with the pH probe will pump the water to an approved drain when the pH is acceptable. • In the discharge line the will be a pH probe monitoring the pH & temperature of the discharge water, the data will be recorded for reporting purposes. CORAL GUARDIAN SERIES AUTOMATION PROPOSAL FOR RAINIER INDUSTRIES MANUAL WASH SYSTEM The Coral Guardian Series Controller is recommended for monitoring and controlling the wash water discharge system. The control of the chemical addition for neutralization to the sump will be performed by the Guardian controller. The controller can be set to various operating modes, but the Time Proportional Control (TPC) mode is recommended for this operation. The controller will monitor the pH control parameters constantly, when the parameters fluctuate from the desired set point the controller will engage the chemical pump to add chemical to the tank and maintain the desired pH set point. The controller will also monitor, but not control the temperature of each chemical bath. With embedded digital communications capabilities, the Guardian controller utilizes both direct USB and • Ethernet connections to allow plant personnel and system operators to monitor the tanks and easily change settings. The Guardian also allows for data acquisition and graphing. Various reports can be generated by the controller and these reports can be scheduled to be automatically generated and sent to the proper personnel. RAINIER INDUSTRIES WASH AUTOMATION DESCRIPTION To properly control each specific chemical and the corresponding parameters, each chemical tank will be provided with a submersible probe. The probes will be connected to the Guardian controller, where each output control relay will be programmed based on set point and control mode. Based on the control parameters, the controller will operate the chemical metering pumps via an internal relay switch. The chemical metering pump will pump chemical to the tank until the desired setpoint is reached. In TPC mode, the controller will allow the bath to mix between pumping cycles to ensure that the set point is not exceeded. The following section describes the control parameters for each chemical tank and is shown in FIGURE 1: • Alkyd Cleaner /Rinse Water Sump: The rinse water sump will be monitored using a flat surface pH electrode. The output relay to the pH Adjusting chemical pump will be controlled by Time Proportional Control based on the pH reading. The temperature of the rinse water will also be monitored by the pH electrode. The pH will fluctuate from the set • point as the pH of the rinse water continuously changes due to the cleaner /rinse carry-over. As the bath pH changes the controller will activate a chemical pump to adjust the pH, therefore maintaining the proper pH of 6.0 for water disposal /discharge. The rinse water tank will also be fitted with an level sensor that will be connected to the the pump and the pump to Guardian controller. The sensor will maintain the upper and lower levels of the tank and ensure that the rinse water is not pumped to the sewer before the pH adjustment is complete. • Sewer Outlet: The sewer outlet will be monitored using a flat surface pH electrode. There will be no output relay associated with this electrode as it will initially be used only to monitor the water. The pH may fluctuate from the setpoint and an alarm can be triggered to signal that the water is out of the proper disposal parameters. ® Alarms Plant & Sanitary Water!Wastewater Calculations o Based on the current Rainier's workforce, sanitary water /wastewater is calculated as: Water usage = (125 production employees)(25 gallons /day /production employee)Total 3,125 gallons /day O Water usage associated with facility maintenance and cleaning is estimated occur twice a day for Tenminutes each.Water usage = (3 gallons /minute)(10 minutes /day) = 30 gallons /day o An estimated water use in the Wash booth is: 4 GPM while using the pressure washer to clean (4 GPM x 240 minutes)= 960 gallons of cleaner water. 3 GPM while rinsing the parts (3 GPM x 120 minutes)= 360 gallons of rinse water. Evaporation estimated at (.2 GPM x 360minutes)= 72 gallon of evaporation. The estimated discharge to sewer is 1,250 gallon per day. Rainier Industries & Finishing Equipment NW is firmly committed to employee and public safety, environmental stewardship and complete regulatory compliance. We look forward to addressing your questions or concerns. Sincerely, Brain Rowinski Rainier Industries Vice President of Operations (425) 251 -1800 J.R. Rogers Finishing Equipment NW Sales & Engineering (425) 754 -3934 &)OTh CHEMICAL COMPANY FLASH CLENE 1414 Low - Temperature Spray Cleaner, Liquid FLASH CLENE 1414 is a strongly alkaline cleaner, formulated for low - temperature application in power spray washers. FLASH CLENE 1414 provides thorough cleaning, and is particularly effective against greasy oils. FLASH CLENE 1414 is offered in convenient liquid form for easy mixing or metered control. OPERATING CONDITIONS Main Office 1915 Industrial Ave. Zion, IL 60099 Phone: (847) 246 -6666 Toll Free: (800) 228 -4646 * EFFECTIVE AGAINST ORGANIC SOILS * WORKS WELL EVEN IN HARD WATER * LOW FOAM * EASY RINSING * EASY CONTROL Tennessee Distribution Center Nashville, TN 37211 Phone: (847) 246 -6666 Toll Free: (800) 228 -4646 203 -14 Range Typical Concentration: 2 -5% by volume 3% Temperature: 120 ° -150 °F 135 °F Time: 45 sec. -2 min. 60 seconds EQUIPMENT Processing tanks, piping, and pumps fabricated of mild steel are satisfactory. It is recommended that spray nozzles be constructed of 300 - series stainless steel. INITIAL CHARGING PROCEDURE 1. Fill the tank to two- thirds the final volume with clean, cool water. 2. Add the required amount of the product slowly; agitate to mix thoroughly. 3. Add cool water to increase the volume to the operating level. The solution is then ready to be heated to operating temperature. California Distribution Center Santa Fe Springs, CA Phone: (847) 246 -6666 Toll Free: (800) 228 -4646 To the best of our knowledge the information in this bulletin is true and accurate. However, since application of the products described herein is beyond our control both the product and the information is offered without guarantee as to their use. We assume no liability for incidental, consequential, or direct damages of any kind, no matter the cause, including negligence. 'Nothing contained within this operating bulletin shall be taken as a recommendation to use any product in violation of any patent rights. RECEIVED MAR 2 4 2009 KING COUNTY INDUSTRIAL WASTE Page 1 of 4 fills T.S. #6 % by volume 2.6 2 3.8 3 5.1 4 6.4 5 Q n% CHEMICAL COMPANY SOLUTION CONTROL Materials required: Titrating Procedure: 10 ml pipette 125 ml glass flask Automatic burette assembly Indicator #1 (Phenolphthalein) Titrating Solution #6 (1/10N Acid) 203 -14 1. Pipette a 10 ml sample of the bath into a 125 ml glass flask. 2. Add 3 -5 drops of Indicator #1 (Phenolphthalein). 3. Titrate with Titrating Solution #6 (1/10N Acid) until the sample changes from red to the original color of the solution. Concentration: mis of Titrating Solution #6 times the product factor, 0.83 equals the concentration in percent by volume of the product in solution. Titration for Total Alkalinity A "total alkalinity" titration is made to monitor bath contamination build -up. The titration is first made on a fresh bath; these results serve as a reference point. As the bath becomes more and more contaminated with soil, the titration will continue to increase from the initial reference results. A history of increase, when correlated with cleaning performance, can be used to determine the total alkalinity reading at which point the bath should be dumped and recharged. A periodic decanting of a portion of the bath, followed by the addition of fresh water and fresh product will reduce the contamination (total alkalinity titration) and extend the bath life. Material required: Those used in free alkalinity (concentration) titration plus Indicator #2 (methyl orange). page 2 of 4 ,gin Q ' u CHEMICAL COMPANY Procedure: 1. Pipette a 10 ml sample of the bath into a 125 ml glass flask. 2. Add 25 mis clean water. 3. Add 3-4 drops of Indicator #2 (methyl orange). 4. Using the same titrating solution used for free alkalinity titration, titrate the sample until the solution changes from yellow to orange. 5. Record the mis of titrating solution required as "total alkalinity ". REPLENISHING A bath made up at 3% by volume will have a titration of about 3.8 ml. The titration, bath concentration, should be maintained between 3.5 and 4.5 ml. The addition of 3/4 gallon of the product per 100 gallons of solution will increase the strength approximately 1.0 ml. PRECAUTIONARY INFORMATION The following suggestions for handling have been prepared in accordance with a pattern established by the American National Standards Institute, Publication ANSI Z 129.1 (1994). DANGER! PRECAUTIONARY INFORMATION: FIRST AID: CONTAINS STRONG ALKALI 203 -14 CAUSES SEVERE BURNS. DO NOT GET IN EYE ON SKIN, OR ON CLOTHING. AVOID BREATHING MIST OR SPRAY. KEEP CONTAINER CLOSED. WASH THOROUGHLY AFTER HANDLING. In case of contact, speed of removal is essential. Immediately flush eyes or skin with plenty of water for at least fifteen minutes, while removing contaminated clothing and shoes. Ensure water flushing of entire surface of eye and lid. In case of inhalation, remove to fresh air. SEEK MEDICAL ATTENTION IMMEDIATELY!! Page 3 of 4 CORAL CHEMICAL COMPANY Corporate Headquarters 135 LeBaron Street Waukegan, IL 60085 (800) 228 -4646 or (847) 336 -8100 8 A.M. TO 5 P.M., CST SECTION I: PRODUCT INFORMATION TRADE NAME: CHEMICAL NAME: SYNONYMS: CHEMICAL FAMILY: SKIN: MATERIAL SAFETY DATA SHEET INFOTRAC 24 HOUR EMERGENCY TELEPHONE (800) 535 -5053 or (352) 323 -3500 FLASH CLENE 1414 Heavy -duty alkaline cleaner 203 -14 FLASH CLENE 1414 Revision Date: February 8, 2006 SECTION II: HAZARDOUS INGREDIENTS HAZARD COMPONENTS: CAS # HAZARD DATA Potassium hydroxide 1310 -58 -3 2 mg /M ACGIH TLV Ceiling Tetrapotassium pyrophosphate 7320 -34 -5 Not established SECTION III: FIRST AID PRECAUTIONARY INFORMATION ALWAYS HAVE PLENTY OF WATER AVAILABLE FOR FIRST AID Immediately flush skin with plenty of water for at least 15 minutes. Wash with soap and water. Page 1 of 5 0 = Insignificant HMIS HEALTH 2 1 = Slight RATING FLAMMABILITY 0 2 = Moderate REACTIVITY 0 3 = High PERSONAL PROTECTION D 4 = Extreme CORAL CHEMICAL COMPANY Corporate Headquarters 135 LeBaron Street Waukegan, IL 60085 (800) 228 -4646 or (847) 336 -8100 8 A.M. TO 5 P.M., CST SECTION I: PRODUCT INFORMATION TRADE NAME: CHEMICAL NAME: SYNONYMS: CHEMICAL FAMILY: SKIN: MATERIAL SAFETY DATA SHEET INFOTRAC 24 HOUR EMERGENCY TELEPHONE (800) 535 -5053 or (352) 323 -3500 FLASH CLENE 1414 Heavy -duty alkaline cleaner 203 -14 FLASH CLENE 1414 Revision Date: February 8, 2006 SECTION II: HAZARDOUS INGREDIENTS HAZARD COMPONENTS: CAS # HAZARD DATA Potassium hydroxide 1310 -58 -3 2 mg /M ACGIH TLV Ceiling Tetrapotassium pyrophosphate 7320 -34 -5 Not established SECTION III: FIRST AID PRECAUTIONARY INFORMATION ALWAYS HAVE PLENTY OF WATER AVAILABLE FOR FIRST AID Immediately flush skin with plenty of water for at least 15 minutes. Wash with soap and water. Page 1 of 5 EYES: SKIN: EYES: 203 -14 FLASH CLENE 1414 Immediately flush with plenty of water for at least 15 minutes; ensure water flushing of entire surface of eye and lid. Obtain medical attention at once, including ophthalmologic consultation for any comeal burns. INHALATION: Remove to fresh air. If breathing is difficult or discomfort persists, obtain medical attention. INGESTION: Do NOT induce vomiting. If conscious, give several glasses of water to drink. Obtain medical attention at once. Never give anything by mouth to an unconscious person. Attempts to neutralize with a base should be avoided because of excessive gas and heat formation, which may increase threat of esophagastric perforation. Vomiting and diarrhea (laxative effect of phosphates) are expected with large doses. Parenteral fluid administration may be needed if fluid loss is severe or shock ensues. Supportive care may be needed for other complications such as glottal edema, hematemesis, and perforation (unlikely). Induced vomiting should be avoided because local tissue injury may be aggravated, but patient should be watched for hyperphosphatemia and hypocalcemia. Milk or other demulcents may be worthwhile for gastric irritation. Remove contaminated clothing promptly. Launder clothing before re -use; discard shoes. SECTION IV: OVEREXPOSURE EFFECTS Will cause severe burns. Will cause severe and rapid burns that may result in permanent damage to eyes or even blindness. INHALATION: Airborne concentrations of spray or mist may cause damage to upper respiratory tract and even to lung tissue, which could produce chemical pneumonia, depending on the severity of the exposure. INGESTION: Can cause severe burns and complete tissue perforation of mucous membranes of the mouth, throat, esophagus and stomach. SECTION V: PERSONAL PROTECTION RESPIRATORY PROTECTION: NIOSH- approved respirator for mists. Page 2 of 5 , VENTILATION: PROTECTIVE GLOVES: EYE PROTECTION: PROTECTIVE EQUIPMENT: HANDLING AND STORAGE: I SECTION VI: PHYSICAL DATA AND CHEMICAL PROPERTIES I BOILING POINT ( ° F): FREEZING POINT ( ° F): VOLATILITYNOL ( %): VAPOR PRESSURE (mm Hg): VAPOR DENSITY (Air =1): SOLUBILITY IN H2O: APPEARANCE /ODOR: SPECIFIC GRAVITY (H20 =1): EVAPORATION RATE: pH: I SECTION VII: FIRE AND EXPLOSION HAZARD DATA I FLASH POINT: LOWER FLAME LIMIT: HIGHER FLAME LIMIT: EXTINGUISHING MEDIA: FOR FIRE: UNUSUAL FIRE HAZARD: Local or mechanical exhaust Impervious Chemical goggles or face shield. Do not wear contact lenses. Apron or protective clothing. Keep container tightly closed. Store in cool, dry location. >212° F 32° 60% Water vapor Water vapor Complete Clear, water -white liquid; bland odor 1.16 Water 12.7 (4% solution at 70 ° F) Will not catch fire. N/A N/A Use extinguishing media proper to the primary cause of the fire. Wear self- contained breathing apparatus with full face piece, operated in pressure demand or other positive pressure mode. Material can react with aluminum, zinc, tin, and their alloys to liberate hydrogen, a flammable gas. Page 3 of 5 I SECTION VIII: REACTIVITY DATA CHEMICAL STABILITY: Stable CONDITIONS TO AVOID: N/A INCOMPATIBLE MATERIALS: Strong acids DECOMPOSITION PRODUCTS: Carbon dioxide, carbon monoxide, oxides of phosphorous and sulfur. HAZARDOUS POLYMERIZATION: Will not occur. SECTION IX: SPILL AND DISPOSAL PROCEDURE 1 SPILL: WASTE DISPOSAL: HAZARD CLASS: DOT SHIPPING NAME: REPORTABLE QUANTITY (RQ): Use appropriate protective equipment. Stop leak. Dike to contain spill, cover with inert absorbent material, sweep up, and place in suitable container. Flush area well with water. Keep spills and cleaning run -off out of municipal sewers and open bodies of water. Aqueous solution: Neutralization of the alkalinity, precipitation of the phosphates, and further treatment may be required to meet local, state and federal waste control regulations. Material collected on absorbent must be disposed to a permitted hazardous waste management facility in accordance with the Clean Air and Clean Water Acts, Resources Conservation and Recovery Act, and all relevant laws or regulations regarding disposal. I SECTION X: TRANSPORTATION INFORMATION 1 Corrosive, Class 8, PG II Corrosive liquid, basic, inorganic, n.o.s. 24,096 lbs. of product If a discharge of a hazardous substance contained in this product equals or exceeds in 24 hours the R.Q. amount shown above, immediately report the discharge to the National Response Center, 800 - 424 -8802. Page 4 of 5 UN NUMBER: NA NUMBER: Prepared by: D. Davies Analytical Supervisor 3266 N/A SECTION XI: TSCA INFORMATION The chemical ingredients in this product are on the 8(b) TSCA Inventory Lists (40 CFR 710). To the best of our knowledge, this information is true and accurate as of the date of this Material Safety Data Sheet. However, since the use of this information and the conditions of the use of the product are not under the control of Coral Chemical Company, it is the user's obligation to determine the conditions of safe use of the product. Page 5 of 5 Joanna Spencer - RE: Re: Rainier Industries @18435 Olympic Ave S PG09 -052 +ni. - xx farr„w.!o ..xaw. From: "JR Rogers" To: "'Joanna Spencer ' , "Dave Haberman" , Date: 06/29/2009 9:11 AM 3 7S Subject: RE: Re: Rainier Industries @18Olympic Ave S PG09 -052 CC: "'Joe Primm "' , Attachments: "'Joe Primm "' , Joanna, Attached it the King County Metro Industrial Waste Water discharge application what we have submitted for Rainier Industries. Our King County contact for this permit is Mr. Dave Haberman, he is fully aware of the project and was on site this last week for a preliminary inspection. Dave is currently waiting for us to complete the installation of the equipment and plumbing do he can proceed with the issuance of their permit. Please let me know if you have any further questions. Best Regards J.R. Rogers Finishing Equipment NW Div. Industrial Air Systems Inc 17739 15th Ave NE Shoreline WA 98155 Cell 425 - 754 -3934 Office 206 - 363 -0119 This transmission and the information contained in it is privilege and confidential and is intended only for the use of the individual named above. If the reader of this message is not the addressee, you are hereby notified that any review, use, dissemination, distribution, or coping of this transmission or its contents is strictly prohibited. From: Joe Primm [mailto:JoePrimm @AuburnMechanical.com] Sent: Monday, June 29, 2009 8:38 AM Page 1 of 3 filer / /CADocuments and Settings \inanna.TTIKWTLA \Local Settings \Temn \XPgrnwise \4A_._ 06/29/2009 Li To: jr @finishingequipment.com Subject: FW: Re: Rainier Industries @18435 Olympic Ave S PG09 -052 JR, here is another snag on Rainier Industries. Would you mind calling the Arnauld Girard at 206- 263 -3012 and get his approval? He may ask what is in the gray water and you would no more than me on this. Thanks Joe Primm From: Christine Johnson Sent: Monday, June 29, 2009 8:34 AM To: Joe Primm; Joe Holden Cc: Benjamin Parker Subject: FW: Re: Rainier Industries @18435 Olympic Ave S PG09 -052 From: Joanna Spencer [mailto :jspencer @ci.tukwila.wa.us] Sent: Friday, June 26, 2009 11:05 AM To: Christine Johnson Subject: Fwd: Re: Rainier Industries @18435 Olympic Ave S PG09 -052 Christine, Would you please contact KC Industrial Waste, Mr Arnauld Girard © 206 263 -3012 for Authorization approval to discharge grey water from the batch oven to sanitary sewer. Submit a copy of authorization approval letter to PW. Thanks, Joanna Spencer Development Engineer City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 -2544 phone: 206 - 431 -2440 fax: 206 - 431 -3665 jspencer @ci.tukwila.wa.us »> Joanna Spencer 06/11/2009 9:10 AM »> Thank you Christine. Joanna Page 2 of 3 »> "Christine Johnson" < Christine Johnson @AuburnMechanical.com> 06/11/2009`8:21 AM >» Joanna, Please see the attached comments regarding permit number PG09 -052. Please let mek know if you have file. / /CAT)ncuments anti Settinvs \inanna.TTTKWIT.A \Local Settings \Temn \XPgrnwise \4A__ 06/29/2009 any questions. Thank you, Christine Johnson I Project Engineer I Auburn Mechanical ( P 253.838.9780 I F 253.929.1426 I www.auburnmechanical.com From: Joe Primm Sent: Thursday, June 11, 2009 7:48 AM To: Christine Johnson Subject: FW: Message from KMBT_C451 When Performance Counts Page 3 of 3 Here are the corrections for City of Tukwila, see if this will work ok? Line item #2 Premise Isolation. This is not in our scope. The work is all inside building. Joe From: copier @auburnmechanical.com [mailto :copier @auburnmechanical.com] Sent: Thursday, June 11, 2009 12:46 AM To: Joe Primm Subject: Message from KMBT_C451 file: / /C:\Documents and Settings \ioanna.TUKWILA \Local Settings \Temn \XPgrnwise \4A... 06/29/2009 King County Wastewater Treatment Division Industrial Waste Program Department of Natural Resources and Parks 130 Nickerson Street, Suite 200 Seattle, WA 98109 -1658 206 - 263 -3000 Fax 206- 263 -3001 TTY Relay: 711 August 3, 2009 CERTIFIED MAIL RETURN RECEIPT REQUESTED Brian Rowinski Rainier Industries Ltd. 18375 Olympic Avenue S. Tukwila, WA 98188 Issuance of Wastewater Discharge Authorization No. 803 -01 to Rainier Industries Ltd. Dear Mr. Rowinski: The King County Industrial Waste Program has reviewed your application to discharge industrial wastewater to the sewer system from the Rainier Industries Ltd. facility located at 18375 Olympic Avenue South, Tukwila, Washington and has issued the enclosed Minor Discharge Authorization. This authorization permits you to discharge limited amounts of industrial wastewater into King County's sewer system in accordance with the effluent limitations and other requirements and conditions set forth in the document and the regulations outlined in King County Code 28.84.060 (enclosed). The formal requirements and fees of a full wastewater permit will not be required as long as you maintain good compliance and do not change the nature and volume of your discharge. If you propose to increase the volume of your discharge or change the type or quantities of substances discharged, you must contact King County at least 60 days before making these changes. If at any time you have questions about this discharge authorization, or other questions about your discharge, please feel free to call me at 206 - 263 -3007. Sincerely, Dave Haberman Investigator Industrial Waste Program Enclosures cc: Mike Cusick, City of Tukwila Doug Hilderbrand, King County Eunice Verstegen, King County ,P C-)°°1 Creating Resources from Wastewater t l 6 2009 AUG UG PUBLIC WORKS D - King County MINOR DISCHARGE AUTHORIZATION King County Industrial Waste Program 130 Nickerson Street, Suite 200 Seattle, Washington 98109 -1658 NUMBER 803 - 01 for Rainier Industries Ltd. Plant Address: 18375 Olympic Avenue S. Tukwila, Washington Mailing Address: 18375 Olympic Avenue S. Tukwila, WA 98188 Phone: 253- 251 -1800 Emergency (24 - Hour) Phone: 206 - 423 - 2735 Industry Type: Manufacturing Awnings SIC Code: 2394 EPA Id. #: NA Sample Site No.: A82671 Discharge To: South Treatment Plant *Note: This authorization is valid only for the specific discharges shown below: Discharge Process: Wastewater generated by aluminum parts cleaning. Pre - treatment Process: Elementary pH neutralization if needed. Maximum Volume: Industrial: 4,900 gallons per day Effective Date: July 16, 2009 Expiration Date: July 15, 2014 Permission is hereby granted to discharge industrial wastewater from the above - identified facility into the King County sewer system in accordance with the effluent limitations and monitoring requirements set forth in this authorization. If the industrial user wishes to continue to discharge after the expiration date, an application must be filed for re- issuance of this discharge authorization at least 180 days prior to the expiration date. For information concerning this King County Discharge Authorization please call Dave Haberman, Industrial Waste Investigator, at 206 - 263 -3007. 24 -HOUR EMERGENCY NOTIFICATION South Treatment Plant: 206 - 684 -2404 Department of Ecology: 425 - 649 -7000 " ; '' \•, .� 1 King County Minor Discharge Authorization - Number 803 -01 Expiration Date: July 15, 2014 Page: 2 SPECIAL CONDITIONS 1. Rainier Industries Ltd. shall notify the King County Industrial Waste Program two weeks prior to discharging to schedule an inspection. Please call Dave Haberman at 206 -263- 3007. 2. Rainier Industries Ltd. shall monitor and keep a log of the pH of the discharge for six months and notify Dave Haberman if the pH exceeds 12. (See General Conditions section, number four of this document.) 3. After six months, King County will re- evaluate if a different discharge approval document is needed based upon pH compliance record and facility inspection. King County Minor Discharge Authorization - Number 803 -01 Expiration Date: July 15, 2014 Page: 3 Operating Criteria There shall be no odor of solvent, gasoline, or hydrogen sulfide (rotten egg odor), oil sheen, unusual color, or visible turbidity. The discharge must remain translucent. If any of the discharge limits are exceeded, you must stop discharging and notify the King County Industrial Waste Program at 206 -263 -3000. Corrosive Substances GENERAL DISCHARGE LIMITATIONS Limits Maximum: pH 12.0 (s.u.) Instantaneous Minimum: pH 5.0 (s.u.) Daily Minimum: pH 5.5 (s.u.) The instantaneous minimum pH limit is violated whenever any single grab sample or any instantaneous recording is less than pH 5.0. The daily minimum pH limit is violated whenever any continuous recording of 15 minutes or longer remains below pH 5.5 or when each pH value of four consecutive grab samples collected at 15- minute intervals or longer within a 24 -hour period remains below pH 5.5. Discharges of more than 50 gallons per day of caustic solutions equivalent to more than five percent (5 %) NaOH by weight or greater than pH 12.0 are prohibited unless authorized by King County and subject to special conditions to protect worker safety, the collection system, and treatment works. Fats, Oils, and Grease (FOG) Discharge of FOG shall not result in significant accumulations that either alone or in combination with other wastes are capable of obstructing flow or interfere with the operation or performance of sewer works or treatment facilities. Non -polar FOG (oil and grease from petroleum sources): The industrial user shall not discharge wastes that contain in excess of 100 milligrams per liter (mg/L) of non -polar FOG. Polar FOG (oil and grease from animal and/or vegetable origin): Dischargers of polar FOG shall minimize free - floating polar FOG. Dischargers may not add emulsifying agents exclusively for the purpose of emulsifying free floating FOG. Flammable or Explosive Materials No person shall discharge any pollutant, as defined in 40 CFR 403.5, that creates a fire or explosion hazard in any sewer or treatment works, including, but not limited to, waste streams with a closed cup flashpoint of less than 140° Fahrenheit or 60° Centigrade using the test methods specified in 40 CFR 261.21. At no time shall two successive readings on an explosion hazard meter, at the point of discharge into the system (or at any point in the system), be more than five percent (5%) nor any single reading be more than ten percent (10 %) of the Lower Explosive Limit (LEL) of the meter. Pollutants subject to this prohibition include, but are not limited to, gasoline, kerosene, naphtha, benzene, toluene, xylene, ethers, alcohols, ketones, aldehydes, peroxides, chlorates, perchlorates, bromates, carbides, hydrides, and sulfides, and any other substances that King County, a fire department, the State, or EPA has notified the user are a fire hazard or a hazard to the system. Heavy Metals & Cyanide Daily Maximum ppm (mg/L)* Arsenic 4.0 Cadmium 0.6 Chromium 5.0 Copper 8.0 Lead 4.0 Mercury 0.2 Nickel 5.0 Silver 3.0 Zinc 10.0 Cyanide 3.0 Settleable Solids Settleable solids concentrations: 7.0 ml/L King County Minor Discharge Authorization - Number 803 -01 Expiration Date: July 15, 2014 Page: 4 Heavy Metals /Cyanide The industrial user shall not discharge wastes, which exceed the following limitations: *The daily maximum is violated whenever any sample exceeds the limitation. High Temperature The industrial user shall not discharge material with a temperature in excess of 65 °C (150 °F). Organic Compounds No person shall discharge any organic pollutants that result in the presence of toxic gases, vapors, or fumes within a public or private sewer or treatment works in a quantity that may cause worker health and safety problems. Organic pollutants subject to this restriction include, but are not limited to: Any organic pollutants compound listed in 40 CFR Section 433.11 (e) (Total Toxic Organics (TTO) definition), Acetone, 2- butanone (MEK), 4- methyl -2- pentanone (MIBK), and xylenes. King County Minor Discharge Authorization - Number 803 -01 Expiration Date: July 15, 2014 Page: 5 GENERAL CONDITIONS 1. All requirements of King County Code pertaining to the discharge of wastes into the municipal sewer system are hereby made a condition of this Discharge Authorization. 2. The industrial discharger shall implement measures to prevent accidental spills or discharges of prohibited substances to the metropolitan sewer system. Such measures include, but are not limited to, secondary containment of chemicals and wastes, elimination of connections to the metropolitan sewer system, and spill response equipment. 3. Any facility changes, which will result in a change in the character or volume of the pollutants discharged to the municipal sewer system, must be reported to your Industrial Waste representative. Any facility changes that will cause the violation of the effluent limitations specified herein will not be allowed. 4. In the event the industrial user is unable to comply with any of the conditions of this Discharge Authorization because of breakdown of equipment or facilities, an accident caused by human error, negligence, or any other cause, such as an act of nature the company shall: a. Take immediate action to stop, contain, and clean up the unauthorized discharges and correct the problem; b. immediately notify the King County Industrial Waste Program, 206 - 263 -3000, so steps can be taken to prevent damage to the sewerage system; and c. submit a written report within 14 days describing the breakdown, the actual quantity and quality of resulting waste discharged, corrective action taken, and the steps taken to prevent recurrence. 5. Compliance with these requirements does not relieve the industrial user from responsibility to maintain continuous compliance with the conditions of the Discharge Authorization or the resulting liability for failure to comply. 6. The industrial user shall, at all reasonable times, allow authorized representatives of King County to enter that portion of the premises where an effluent source or disposal system is located or in which any records are required to be kept under the terms and conditions of this Discharge Authorization. 7. Nothing in the Discharge Authorization shall be construed as excusing the industrial user from compliance with any applicable federal, state, or local statutes, ordinances, or regulations including discharge into waters of the state. Any such discharge is subject to regulation and enforcement action by the Department of Ecology. 8. This authorization does not authorize discharge after its expiration date. If the industrial user wishes to continue to discharge after the expiration date, an application must be filed for reissuance of this discharge authorization at least 180 days prior to the expiration date. If the industrial user submits its reapplication in the time specified herein, the industrial user shall be deemed to have an effective waste discharge authorization until Industrial Waste issues or denies the new waste discharge authorization. If the industrial user fails to file its reapplication in the time period specified herein, the industrial user will be deemed to be discharging without a discharge authorization. Investigator: Date: F 07 -31 -2009 J.R. ROGERS 17739 15 AVE NE SHORELINE WA 98155 RE: Permit Application No. D09 -040 18375 OLYMPIC AV S TUKW Dear Permit Applicant: City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 03/17/2009, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 09/13/2009. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or your request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, N465tS2 er Marshall Technician File: Permit File No. D09 -040 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 t. May 13, 2009 J. R. Rogers 17739 15 Ave NE Shoreline, WA 98155 RE: CORRECTION LETTER #3 Development Permit Application Number M09 -026 Rainier Industries —18375 Olympic Av S Dear Mr. Rogers, This letter is to inform you of corrections that must be addressed before your mechanical 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 Department. At this time the Fire Department has no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. 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. Sincerely, fer Mirshall it Technician enc File: M09 -026 For eJr efrct. — Fik C..ri Department of Communafy Development P:\Permit Center\Correction Letters\2009\M09 -026 Correction Letter #3.DOC jem Jim Haggerton, Mayor Jack Pace, Director Building Division Review Memo Date: May 13, 2009 Project Name: Rainier Industries Permit #: M09 -026 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior 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. In Rainier's response dated May 5 2009 to my second correction letter, dated April 28, 2009, in item #4 you are requesting that we not require additional smoke protection do to the low output of smoke generated by the powder coat process. Section 508.2 of the IBC requires a one hour fire barrier enclosure or a fire extinguishing system and a smoke partition in place of the fire barrier. The intent of this section is to provide an additional layer of safety for a special hazard. It is obvious that the special hazard is the gas input required by the oven furnace. The extra protection required when a furnace exceeds 400,000 btu's is in case of an accidental mishap, not from the normal byproducts produced during operation. Our only options are to provide the smoke partition as described in the IBC or provide an alternate method that would provide an equivalent level of safety for the potential hazardous condition. We have discussed Extra emergency off buttons and raw gas detectors located away from the source of the potential problem that would disable gas and electrical to the unit. NFPA 86 specifically requires an Emergency off button. Additional buttons and detectors could be used in a proposal for approval of an alternate method. Please be advised that a fire protection engineer may be required for an alternate method. If you would like to request approval of an alternate method, without having a proposal stamped by a fire protection engineer, please address your response directly to the Building Official, Bob Benedicto. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. JR, Bruce Blunt From: Sent: To: Cc: Subject: Attachments: Tukwila Building Division 5- 13- 09.doc I am delivering the attached letter to the city of Tukwila right now. Please call me if you have any questions. Also — as we discussed this morning: If you want the city of Tukwila to contact any other municipality to discuss how they have interpreted the code for similar ovens, Dave Larson said he would. He has indicated that you have discussed this with him but have not followed through and given him the basic info he needs to follow up. All you have to' do is e-mail him with the following information: City Contac person (name) Phone number Permit number Brief description of the system o BTU o Size o Etc Shanks - Bruce 3ruce Blunt tainier Industries. Ltd. Environmental Stewardship 425) 981 -1225 direct 206) 423 -0943 cell Bruce Blunt Wednesday, May 13, 2009 9:19 AM 'jrfishes @hotmail.com'; 'Jr @finishingequipment.com' Brian Rowinski; Scott Campbell EPO switches at exits Original Message 'rom: jrfishes @hotmail.com [mailto:jrfishes @ hotmail.com] ent: Tuesday, May 12, 2009 10:16 AM b: Bruce Blunt; Brian Rowinski ubject: Permit ruce, am just checking in to see what you hear from Dave. I left a message with Ralph at ETI, he hought he would have the qoute out yesterday, I hope to get it today. hanks R ent via BlackBerry from T- Mobile RECEIVE) CITY OF TUKWILA MAY 13 2009 PERMIT CENTER CORRECJ10N i A noi_. ne) �� Bob Benedicto - Rainier Industries - Permit application #M09 -026 Page 1 of 1 From: Bruce Blunt To: "bbenedicto@ci.tukwila.wa.us" Date: 05/01/2009 10:27 AM Subject: Rainier Industries - Permit application #M09 -026 CC: Scott Campbell , Brian Rowinski Bob, Thanks for taking the time to discuss the problems we are having with our permit application for our powder coat operation. Dave Larson told me on the phone and you confirmed that, in an attempt to help keep this process moving, the city would e-mail (instead of mailing) Dave Larson's recent Building Division Review Memo. So far, we have not received either the e-mail or the traditional (US) mail version of this letter. I'd like to get past this and propose a scenario that would meet the city's code requirements and allow Rainier to proceed with our installation. Following is my proposal: 1. The city issue this permit now based on the condition that the oven be listed. Last year, Rainier moved into our current building and several pieces of equipment were not listed. At that time the city gave us 6- months to get them all listed and we did (in far less than six months). Under the circumstances, this seems like a reasonable resolution that both requires complete compliance to the code while allowing Rainier to get on with business. 2. The city drops the item #1 from the April 3, 2009 Building Division Review Memo. The classification of this work space as been discussed and it seems you have agreed that a room inside a room will not be required. Also, the doors that currently exist will suffice and new automatically actuated smoke actuated doors will not be required. Be assured that the safety and wellbeing of all Rainier employees are of utmost concern to the management of Rainier. The owner of the company works here as well as most of his immediate family - if this operation were to generate smoke the problem will be remedied. 3. The other issues on the 4/3/09 memo have all been addressed in writing, last week, and should not be an obstacle to the issuance of this permit. Rainier's intent is to comply with the code and as we see it the core of the city's issue is that the oven is not listed. So please let me know if this is acceptable as we need to get into operation. At this point I don't see that it matters if we get the most recent memo. Please call if you have any questions. Thanks - Bruce Bruce Blunt Rainier Industries. Ltd. Environmental Stewardship (425) 981 -1225 direct (206) 423 -0943 cell Cc — Scott Campbell — President & Owner Cc — Brian Rowinski — Vice President of Operations April 28, 2009 J. R. Rogers 17739 15 Ave NE Shoreline, WA 98155 RE: CORRECTION LETTER #2 Development Permit Application Number M09 -026 Rainier Industries —18375 Olympic Av S Dear Mr. Rogers, This letter is to inform you of corrections that must be addressed before your mechanical permit(s) 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 Department. At this time the Fire Department has no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. 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. Sincerely, ifer M shall it Technician en File: M09 -026 Cizy of Tukwila Department of Community Development Jack Pace, Director P:\Pemut CenterCon-ection Letters \ 2009%409 -026 Correction Letter #2.DOC jam Jim Haggerton, Mayor Building Division Review Memo Date: April 28, 2009 Project Name: Rainier Industries Permit #: M09 -026 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Dave Larson, Senior Division 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. I have reviewed your response to my first correction letter and the additional information provided. I also visited the site to see the space proposed for the location and to look at the direct fired furnace. Three concerns have resulted from my review. The first concern is that the furnace is not listed or labeled. The parts may be but both the International Mechanical Code and the International Fuel Gas Code require the appliance to be listed and labeled for the application in which it is used. Please refer to section 301.3 of the International Fuel Gas Code. There is an exception to use section 105 but the use of this section still needs to be based on approved engineering evaluation by an approved testing agency. Listing and labeling will be required per code. 2. The second concern is with the burner used in the furnace. The document provided from Maxon states that all burners are raw gas burners intended for use in fresh air streams. Maxom's website has a specification booklet and an installation guide. On page 4- 21.5 -16 of the specifications it states " Series NP and RG Airflo burners are used only for the heating of fresh air in motion. Fresh air means air with 21% oxygen, at ambient temperature, or indirectly preheated via a stream or water coil. It is not recommended to use the burner in recirculating air systems." It is my understanding that the oven is a recirculating system. Page 4- 21.5 -30 in the installation section states "A correct safe airflow across the burner is essential for the safe operation of the burner, and should be safeguarded by a safety - interlock (pressure switch or flow switch) as described in the applicable local codes or regulations." The only way we could accept this situation would be if the oven box and direct fired furnace were listed and labeled as one whole appliance. We would want confirmation from the listing agency as to acceptance of this condition when not recommended by the burner manufacturer. 3. The third concern is that in an emergency situation the proposed location of an emergency power off button will be to close to the hazard to be usable. Typically, in other scenarios where EPO buttons are used they are located at the exit doors and can be activated by an employee or by the responding fire dept. a distance away from the source of the problem. During my site visit, Bruce Blunt and I discussed this issue and he stated that Rainer Industries electrician would be able to take care of this and that both electrical power and gas suvnly could be disabled when these Buttons are activated T talked with Al Met71Pr of the Fire Department and he agreed that EPO's at the exit doors was acceptable to them provided they were labeled, mounted at the right height and an appropriate button was used. You may want to clarify these conditions with Al Metzler before installation. These Emergency off buttons will need to be added to the plans along with a description of what will happen when activated. 4. During the site visit I looked at the area where the powder coating facility will be placed and the surrounding walled area will be acceptable provided the openings are protected as required for this incidental use. This scope can be done under a revision submitted under permit #D09 -040. 5. An option that you might consider would be to request that the oven be deleted from the scope of this permit application and resubmit a separate permit application for the oven when the issues noted above can be resolved. If this would work you would bring in a letter requesting the ovens deletion and cross off the ovens on the previously submitted plans. The permit could be issued for the wash booth and powder coating booth. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Responses to building division review memo M09 -026 Project Rainier Industries, 18375 Olympic Ave S. Contacts. J.R. Rogers 425 - 754 -3934, Brian Rowinski 424 - 981 -1204 Item 1.) Per our previous discussions the separation walls /room will be handled on a separate building permit. Item 2.) Attached is a revised oven drawing with the cross section of the ducting and roof penetration detailed. The exhaust temperature is a maximum of 450° F and is made up of the combustion of the natural gas and the curing of the powder "Non- Flammable ". Item 3.) Item 4.) Item 5.) Item 6.) Attached is the revised drawing showing the location of the oven control panel containing the emergency shutdown switch. The following will be labeled directly below the switch. "In case of emergency involving this oven: Turn this disconnect switch OFF (Counter - ClockWise) to initiate safety shutdown. This will cause immediate interruption of fuel gas supply to the burner and de -energize all motors and other connected electrical equipment." This will be included/ addressed with the building permit for the enclosure as needed to meet code. The Maxon NP -1 burner is incorporated in the burner box that is located on top of the oven. It is not UL or ETL listed as a unit, the gas train is meet FM & NFPA 86. Attached are the specification for the NP buners The oven has 6" 4Ib density rockwool wrapped with 20 ga. aluminized tongue -n -grove steel. The burner box is constructed with the same 6" 4Ib density rockwool with 20 ga. aluminized steel. Using the ASTM E 119 time /temperature curve, a 4 "(102 mm) and 6 "(154 mm) thick barrier of DELTA®SAFING BOARD protected so well that after three hours, cotton waste placed on the cold side did not ignite although the hot side reached 1900o F. (1038o C)Attached is a PDF for the Rockwool fire rating. April 6, 2009 J. R. Rogers 17739 15 Ave NE Shoreline, WA 98155 RE: CORRECTION LETTER #1 Development Permit Application Number M09 -026 Rainier Industries —18375 Olympic Av S Dear Mr. Rogers, This letter is to inform you of corrections that must be addressed before your mechanical permit(s) 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 Department. At this time the Fire Department has no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. 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. Sincerely, fer : rshall 't Technician enc File: M09 -026 city of Tukwila Department {s; f Community / evelopment Jack Pace, Director P:\Pemit Center\Correction Letters\2009\M09 -026 Correction Letter 111.DOC jem Jim Haggerton, Mayor Building Division Review Memo Date: April 3, 2009 Project Name: Rainier Industries Permit #: M09 -026 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Dave Larson, Senior Division 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. The 2,100,000 btu/hr burner capacity of the oven exceeds the 400,000 btu threshold as noted in table 508.2 IBC, Incidental Use Areas. Furnace rooms where any piece of equipment exceeds 400,000 btu's need to be separated with a one hour fire barrier or protected with an automatic fire extinguishing system. The area is protected with the building fire sprinkler system but when this option is used to eliminate the required fire barrier walls and or lid, a smoke barrier is still required to separate the incidental use. Doors into this enclosure will need to be self closing or activated closing by smoke detection. Please review section 508.2 of the 2006 IBC for clarity on this requirement and provide plans for either a one hour fire barrier enclosure or a smoke barrier enclosure for the area occupied by the oven and possibly the other powder coating equipment. 2. Please provide plans and cross - sectional views that show all vents and ducts and termination locations of such. Provide manufacturers specifications and installation instructions to provide guidance in determining appropriate duct materials and required separation from combustible construction. Exhaust or flue temperatures or type of exhaust are typical concerns for selecting appropriate duct materials. 3. The oven is noted as a class A oven to comply with NFPA 86. Section 8.2.8 NFPA 86 requires a manual emergency switch to initiate a safety shutdown. Please provide specific information about this section to include location of emergency switching and what happens to affect a safety shutdown. Gas solenoid shuts of gas supply, electrical power shut off, etc. Does the manufacturer provide guidelines for this function? 4. If an enclosure is required for this area, combustion and ventilation air may need to be redesigned. Please provide details. 5. Is the furnace on top of the oven UL or ETL listed as a single unit. 6. Is the oven enclosure insulated? 7. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. April 6, 2009 J. R. Rogers 17739 15 Ave NE Shoreline, WA 98155 9 City ®f ru : ; F °la Department of Community Development RE: CORRECTION LETTER #1 Development Permit Application Number D09 -040 Rainier Industries —18375 Olympic Ave S Dear Mr. Rogers, This letter is to inform you of corrections that must be addressed before your development permit(s) 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 Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Planning Department: Stacy MacGregor at 206 433 -7166 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. 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. Sincerely, ifer Marshall it Technician encl File No. D09 -041 P:\Pemrit Center\Correction Letters \2009\D09 -041 Correction Letter #1.DOC jem r Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: April 3, 2009 Project Name: Rainier Industries Permit #: D09 -040 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior 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. The 2,100,000 btu/hr burner capacity of the oven exceeds the 400,000 btu threshold as noted in table 508.2 IBC, Incidental Use Areas. Furnace rooms where any piece of equipment exceeds 400,000 btu's need to be separated with a one hour fire barrier or protected with an automatic fire extinguishing system. The area is protected with the building fire sprinkler system but when this option is used to eliminate the required fire barrier walls and or lid, a smoke barrier is still required to separate the incidental use. Doors into this enclosure will need to be self closing or activated closing by smoke detection. Please review section 508.2 of the 2006 IBC for clarity on this requirement and provide plans for either a one hour fire barrier enclosure or a smoke barrier enclosure for the area occupied by the oven and possibly the other powder coating equipment. 2. Please provide plans and cross - sectional views that show all vents and ducts and termination locations of such. Provide manufacturers specifications and installation instructions to provide guidance in determining appropriate duct materials and required separation from combustible construction. Exhaust or flue temperatures or type of exhaust are typical concerns for selecting appropriate duct materials. 3. The oven is noted as a class A oven to comply with NFPA 86. Section 8.2.8 NFPA 86 requires a manual emergency switch to initiate a safety shutdown. Please provide specific information about this section to include location of emergency switching and what happens to affect a safety shutdown. Gas solenoid shuts of gas supply, electrical power shut off, etc. Does the manufacturer provide guidelines for this function? 4. If an enclosure is required for this area, combustion and ventilation air may need to be redesigned. Please provide details. 5. Is the furnace on top of the oven UL or ETL listed as a single unit. 6. Is the oven enclosure insulated? Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: APPLICANT: RE: ADDRESS: March 26, 2009 Rainier Industries D09 -040 18375 Olympic Ave S PLANNING DIVISION COMMENTS The plans as submitted are not approved. Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 -433 -7166. 1. Rooftop mechanicals need to be screened from view if visible from adjacent properties or a public street. Show the screening on the plans or demonstrate that the rooftop mechanicals won't be visible from adjacent properties or public streets. DATE: March 26, 2009 APPLICANT: Rainier Industries RE: D09 -040 ADDRESS: 18375 Olympic Ave S • • PLANNING DIVISION COMMENTS The plans as submitted are not approved. Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206- 433 -7166. 1. Rooftop mechanicals need to be screened from view if visible from adjacent properties or a public street. Show the screening on the plans or demonstrate that the rooftop mechanicals won't be visible from adjacent properties or public streets. DEPARTMENTS: A-wC, I Building Division Public Works ❑ Complete Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -040 DATE: 07 -13 -09 PROJECT NAME: RAINIER INDUSTRIES SITE ADDRESS: 183756 OLYMPIC AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued n Fire Prevention Structural Incomplete n n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) S M N /.4 Planning Division Permit Coordinator 11 DUE DATE: 07 -14 -09 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 08-11 -09 Approved n Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D09 -040 DATE: 03 -17 -09 PROJECT NAME: RAINIER INDUSTRIES SITE ADDRESS: 18375 OLYMPIC AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPA TMENTS: O (fl Building Divisi n �ublic Works` k DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete R Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28 -02 HERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Bldg 611 OA libni?, Fire Prevention Structural Incomplete ❑ Fire ❑ Ping DATE: DATE: cflemia Planning Division ❑ Permit Coordinator DUE DATE: 03-19-09 DUE DATE: 04-16 09 Not Approved (attach comments) PW ❑ Staff Initials: Not Applicable 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 ^RE VISIONS.UBMITT Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: July 13 2009 Plan Check/Permit Number: D09 -040 ❑ 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, Ltd / Powder Coat System Project Address: 88375 Olympic Ave. S. Contact Person: Bruce Blunt Phone Number: (425) 981 -1225 Summary of Revision: The City requires that rooftop Mechanical (exhaust stacks) be screen from view if visible from adjacent properties or a public street. The attached plans are for the screens. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisjo Received at the City of Tukwila Permit Center by: E ntered in Permits Plus on \applications\forms- applications on Ime \revision submittal Created: 8 -13 -2004 Revised: 1 -2009 • • RECEIVED cry( OF Tt1 JUL 1 PEWIT CENTER License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status TORGEC *062NN TORGESON CONSTRUCTION CONSTRUCTION CONTRACTOR GENERAL UNUSED 8/15/19948/5/1996 VICE PRESIDENT ARCHIVED Name Role Effective Date Expiration Date TORGERSON, DARRYL G Cancel Date 01/01/1980 Bond Amount TORGERSON, SARAH 8 01/01/1980 357524C TORGERSON, DEREK D VICE PRESIDENT 09/20/2002 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 8 DEVELOPERS SURETY & INDEM CO 357524C 03/28/2009 Until Cancelled $12,000.00 03/13 /2009 7 TRAVELERS CAS a SURETY CO 10356674 07/22/2001 03/28/2009 $12,000.0008/23 /2001 6 TRAVELERS CAS & SURETY CO 081S103566746BCM 03/28/2001 07/22/2001 03/28/2009 $6,000.00 02/05/2001 UNITED Untitled Page Other Associated Licenses Business Owner Information Bond Information • • General /Specialty Contractor A business registered as a construction contractor with L &1 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. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company INDUSTRIAL AIR SYSTEMS INC 2063675115 17739 15TH AVE NE SEATTLE WA 98155 KING Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 600207160 ACTIVE INDUSAS099JZ CONSTRUCTION CONTRACTOR 4/9/1991 9/2/2010 GENERAL UNUSED Page 1 of 3 https://fortress.wa.gov/lni/bbip/Detail.aspx 08/14/2009 ()KG P oe<><> t o '' a \O <> ) WA 980n6 4rn /4? 8 04 4P /4 49R / 0 0 OC a <> Boo Ba ,e 3 / / /09 3ee O New Concrete Curb 8 / A New Concrete Curb with #4 Rebar, 5" Dowel, Grade 40 or 60, 3" Embedment, Epoxied @ 2' O.C. and 1 - #4 Horizontal Existing Concrete Floor Slab d 4" • 3=" 2 1 -1/8" x 1 -1/8" x 1/8" Angle w/ 2" Stud @2'O.C. 1 1" FRP Grating - p u ° 4 " Min . - Varies 1 0 " 4 - #4 Reba Section B - 1 // — • Ex rn n om -. - n0 0 —i rn• Z m M c v 7 cia 0 z Cm Ern (Q1 New Sump - 3'x3'x3' Deep - #4 Rebar 12" O.C. EW 6" Walls and Base Trench Drain B l k Slope A ' t ()KG P oe<><> t o '' a \O <> ) WA 980n6 4rn /4? 8 04 4P /4 49R / 0 0 OC a <> Boo Ba ,e 3 / / /09 3ee O New Concrete Curb 8 / A New Concrete Curb with #4 Rebar, 5" Dowel, Grade 40 or 60, 3" Embedment, Epoxied @ 2' O.C. and 1 - #4 Horizontal Existing Concrete Floor Slab d 4" • 3=" 2 1 -1/8" x 1 -1/8" x 1/8" Angle w/ 2" Stud @2'O.C. 1 1" FRP Grating - p u ° 4 " Min . - Varies 1 0 " 4 - #4 Reba Section B - 1 // — • Ex rn n om -. - n0 0 —i rn• Z m M c v 7 cia 0 z Cm Ern (Q1 g°, 1/(2 - C-4471 VA/ C cr tocv`a • J.41 _Lei r .a.0 eV Q • e.'" -0 *Nevi/ ,,,evi., 04 d el 1 c"-.. c-a-licidivt ele .P\evill' mu d .3"' is 1 ).01 4 Q 1 3 loN • 1 " 1-4 T' 4 d (5) er AV/ (11 d S'vel -3- t 1 0 -1-1 c %lif W ) • 1z 1 *Q-beleg*%11 * () = (71 c4 / s e ra fioe z: V3 cas-VP *0N laeqs ci A4 v-5 hz * () aAvlie v io - szu-fav yr.. * 00 () ON Toeicu 4 tvt%1 # - uerF - 6 -1----a- 1- 01/ = Nov ve.-8 0 a', • pefqns TO e[Oi d suaauloua SHEET INDEX Page Revision Description A0.00 6 -30 -09 General Notes / Loads Calculation P1.00 6 -30-09 Iso View / Shop Notes P2.00 6 -30-09 Plan View / Attachment P3.00 6 -30-09 Blocking Loctaion 144 144 0.13 0.13 % 250 250 SCOPE OF WORK Rainier will install (2) Visual Screens around the (2) new exhaust stacks on the building roof to minimize the visual impact from the exhaust stacks. The screens will be mill finished alum and covered with white F/R vinyl to match the building exterior color. BASIS FOR DESIGN 1. Governing Building Code: 2006 International Building Code 2. Occupancy Category: II 3. Roof Loads: Dead Load Live Load Snow Load 4. Wind Design: Basic Wind Speed = 85 mph Wind Exposure = C Wind Importance Factor= 1.0 (Category II) Mean Roof Height = less than 15' -0" 5. Seismic Design: Wind loads govern lateral structural design. Dal of Visual Screen frame Total Area of screen Snowload as required by code Snow load applied to screen Weight of awning frame 8 fabric Total "Loaded" weight of awning Number of attachment points (brackets) Load each bracket supports at max load Number of screw per bracket Fully loaded PSI based on code requirement Total Area of screen (Elevation) Total wind load on screen Number of attachment points (brackets) Total pounds per Bracket Number of screws per bracket Total full (pounds) load @ max wind per bolt = self weight + 0.25 psf misc. dead load = 5 psf (non - reducible) = 25 psf (minimum required snow load) ATTACHMENT POINTS - SNOW LOADS SUMMARY (EACH AWNING) Diameter of screen frame Height of screen frame Total Area of screen (Elevation) Wind Load as required by code Multiply by same Wind Load Squared Multiplier Pressure (psf) Square feet to Square Inches PSI Load Rating of Fabric % of rated capacity for Fabric Total PSI applied to each bolt * Note: In a snow load situation, these structures will not actually hold snow as they are pitch roughly 60° The total weight of each structure is less than 100 -lb. ATTACHMENT POINTS - WIND LOADS SUMMARY (EACH AWNING) Square Feet Lbs per Square Feet Pounds Pounds Pounds Pounds per bracket Pounds per each Lag Screw Square Feet exposed to wind Miles per Hour (square) PSF 1 sq ft = 144 sq inches Pounds per Square Inch fabric rating 300 psi PSI Square Inches Pounds Pounds per bracket Pounds per bolt 1 sq ft = 144 sq inches PSI per bolt 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 File Name: P: \DTSVARCHIVES - by year\2008\2008 - DTS Archives \Rainier Industries Ltd \Rainier Facility Flags 'aieLGytrrentl au t i r .. r � .PM, \nail \Engineering STRUCTURAL ALUMINUM 1. All aluminum alloys shall be minimum 6061 -T6 with minimum tensile yield stress 35 ksi, U.N.O. 2. All aluminum welds shall conform to AWS D1.2 -83 (30) specifications. 3. Aluminum parts shall be welded with an inert gas shielded arc or resistance welding process. No welding process that requires a welding flux shall be used. Only filler alloys complying with the governing code and specifications requirements shall be used. 4. All welds of structural members shall be performed by welders qualified in accordance with the governing code procedures. 5. Welding of aluminum shall be in accordance with nationally recognized standards. 6. Oxygen cutting of aluminum alloys shall not be permitted. 7. Where aluminum alloy parts are in contact with dissimilar metals (other than stainless, aluminized or galvanized steel) or absorbent building materials likely to be continuously or intermittently wet, the faying surfaces shall be painted or otherwise separated in accordance with the current aluminum specifications. 8. During erection, structural aluminum shall be adequately braced and fastened to resist dead, wind and erection loads. FASTENERS 1. Screws shall be self - tapping hex head sheet metal screws with current ICBO /ICC rating for material into which installation occurs. 2. Screws which are removed shall be replaced with a larger diameter screw where replacement is made into an existing hole. Replace all screws which strip out material. 3. Screws shall be spaced no closer than 5/8" o.c. and maintain a minimum free edge distance of 1/2 ", U.N.O. 4. Clip angles or flat clips used for attachment shall be a minimum of 33 mils, U.N.O. Size all clip angles and flat clips to maintain minimum screw spacing and edge distances as noted above. 5. All screws #8 and larger shall have a minimum head size of 5/16 ". All screws shall have sufficient length to ensure penetration into aluminum /steel by at least (2) full diameter threads. E. All screws shall be a minimum of #8 self- tapping screws, U.N.O. 7. All anchors installed into concrete shall be Hilti KB TZ expansion anchors (ESR -1917) or Hilti HIT -RE 500 -SD adhesive anchors (ESR - 2322). All anchors installed into CMU shall be Hilti KB III expansion anchors (ESR -1385) or Hilti HIT HY -150 adhesive anchors (ESR - 5193). Approved equivalent anchors with current ICBO /ICC reports may be used at the contractor's discretion. 8. All bolts shall be installed as bearing -type connections with threads excluded from shear plane (type "x" connection), U.N.O. High- strength bolts shall be snug tightened using any AISC approved.method and do not require special inspections unless noted otherwise. All bolts in slotted or oversize holes and all high- strength bolts shall be installed with washers. - - -- -.* s CORRECTION LTR#k D09 040 FILE COPY REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2009 City of Tukwila BUILDING DIVISION RECEIVEr JUL 13 2009 PERMIT CENTEI- • MASTER . PROJECT MGR • SALES • DTS C FRAME I ASSEMBLY • FABRIC • GRAPHICS • INSTALL • WOOD SHOP • SHIPPING C Rainier Indus ies, Ltd 18375 OlytnpicAve. S. Tukvia, WA 981 800- 869 -7162 Toll Free 425 -251 -1800 Phone 425 - 251 -5065 Fax www.Rainier.com 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 ISO 14001: EMS - REGISTERED RAINIER INDUSTRIES 18375 OLYMPIC AVE. S SEATTLE, WA 98188 Revisions 6 -30 -09 Sales Person Job Name RI Work Order Number YUSHIH HO Drawn By Checked By I Date Project Manager Issue Date I By EX0.01 Sheet Number 85 85 x 85 85 = 7,225 7,225 x 0.00256 0.00256 18 18 / 144 144 0.13 0.13 % 250 250 5% 5% SCOPE OF WORK Rainier will install (2) Visual Screens around the (2) new exhaust stacks on the building roof to minimize the visual impact from the exhaust stacks. The screens will be mill finished alum and covered with white F/R vinyl to match the building exterior color. BASIS FOR DESIGN 1. Governing Building Code: 2006 International Building Code 2. Occupancy Category: II 3. Roof Loads: Dead Load Live Load Snow Load 4. Wind Design: Basic Wind Speed = 85 mph Wind Exposure = C Wind Importance Factor= 1.0 (Category II) Mean Roof Height = less than 15' -0" 5. Seismic Design: Wind loads govern lateral structural design. Dal of Visual Screen frame Total Area of screen Snowload as required by code Snow load applied to screen Weight of awning frame 8 fabric Total "Loaded" weight of awning Number of attachment points (brackets) Load each bracket supports at max load Number of screw per bracket Fully loaded PSI based on code requirement Total Area of screen (Elevation) Total wind load on screen Number of attachment points (brackets) Total pounds per Bracket Number of screws per bracket Total full (pounds) load @ max wind per bolt = self weight + 0.25 psf misc. dead load = 5 psf (non - reducible) = 25 psf (minimum required snow load) ATTACHMENT POINTS - SNOW LOADS SUMMARY (EACH AWNING) Diameter of screen frame Height of screen frame Total Area of screen (Elevation) Wind Load as required by code Multiply by same Wind Load Squared Multiplier Pressure (psf) Square feet to Square Inches PSI Load Rating of Fabric % of rated capacity for Fabric Total PSI applied to each bolt * Note: In a snow load situation, these structures will not actually hold snow as they are pitch roughly 60° The total weight of each structure is less than 100 -lb. ATTACHMENT POINTS - WIND LOADS SUMMARY (EACH AWNING) Square Feet Lbs per Square Feet Pounds Pounds Pounds Pounds per bracket Pounds per each Lag Screw Square Feet exposed to wind Miles per Hour (square) PSF 1 sq ft = 144 sq inches Pounds per Square Inch fabric rating 300 psi PSI Square Inches Pounds Pounds per bracket Pounds per bolt 1 sq ft = 144 sq inches PSI per bolt 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 File Name: P: \DTSVARCHIVES - by year\2008\2008 - DTS Archives \Rainier Industries Ltd \Rainier Facility Flags 'aieLGytrrentl au t i r .. r � .PM, \nail \Engineering STRUCTURAL ALUMINUM 1. All aluminum alloys shall be minimum 6061 -T6 with minimum tensile yield stress 35 ksi, U.N.O. 2. All aluminum welds shall conform to AWS D1.2 -83 (30) specifications. 3. Aluminum parts shall be welded with an inert gas shielded arc or resistance welding process. No welding process that requires a welding flux shall be used. Only filler alloys complying with the governing code and specifications requirements shall be used. 4. All welds of structural members shall be performed by welders qualified in accordance with the governing code procedures. 5. Welding of aluminum shall be in accordance with nationally recognized standards. 6. Oxygen cutting of aluminum alloys shall not be permitted. 7. Where aluminum alloy parts are in contact with dissimilar metals (other than stainless, aluminized or galvanized steel) or absorbent building materials likely to be continuously or intermittently wet, the faying surfaces shall be painted or otherwise separated in accordance with the current aluminum specifications. 8. During erection, structural aluminum shall be adequately braced and fastened to resist dead, wind and erection loads. FASTENERS 1. Screws shall be self - tapping hex head sheet metal screws with current ICBO /ICC rating for material into which installation occurs. 2. Screws which are removed shall be replaced with a larger diameter screw where replacement is made into an existing hole. Replace all screws which strip out material. 3. Screws shall be spaced no closer than 5/8" o.c. and maintain a minimum free edge distance of 1/2 ", U.N.O. 4. Clip angles or flat clips used for attachment shall be a minimum of 33 mils, U.N.O. Size all clip angles and flat clips to maintain minimum screw spacing and edge distances as noted above. 5. All screws #8 and larger shall have a minimum head size of 5/16 ". All screws shall have sufficient length to ensure penetration into aluminum /steel by at least (2) full diameter threads. E. All screws shall be a minimum of #8 self- tapping screws, U.N.O. 7. All anchors installed into concrete shall be Hilti KB TZ expansion anchors (ESR -1917) or Hilti HIT -RE 500 -SD adhesive anchors (ESR - 2322). All anchors installed into CMU shall be Hilti KB III expansion anchors (ESR -1385) or Hilti HIT HY -150 adhesive anchors (ESR - 5193). Approved equivalent anchors with current ICBO /ICC reports may be used at the contractor's discretion. 8. All bolts shall be installed as bearing -type connections with threads excluded from shear plane (type "x" connection), U.N.O. High- strength bolts shall be snug tightened using any AISC approved.method and do not require special inspections unless noted otherwise. All bolts in slotted or oversize holes and all high- strength bolts shall be installed with washers. - - -- -.* s CORRECTION LTR#k D09 040 FILE COPY REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2009 City of Tukwila BUILDING DIVISION RECEIVEr JUL 13 2009 PERMIT CENTEI- • MASTER . PROJECT MGR • SALES • DTS C FRAME I ASSEMBLY • FABRIC • GRAPHICS • INSTALL • WOOD SHOP • SHIPPING C Rainier Indus ies, Ltd 18375 OlytnpicAve. S. Tukvia, WA 981 800- 869 -7162 Toll Free 425 -251 -1800 Phone 425 - 251 -5065 Fax www.Rainier.com 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 ISO 14001: EMS - REGISTERED RAINIER INDUSTRIES 18375 OLYMPIC AVE. S SEATTLE, WA 98188 Revisions 6 -30 -09 Sales Person Job Name RI Work Order Number YUSHIH HO Drawn By Checked By I Date Project Manager Issue Date I By EX0.01 Sheet Number 0.13 0.13 x 8316 9450 = 1068.14 1213.80 / 8 10 133.52 121.38 / 1 1 133.52 121.38 / 144 144 0.93 0.84 SCOPE OF WORK Rainier will install (2) Visual Screens around the (2) new exhaust stacks on the building roof to minimize the visual impact from the exhaust stacks. The screens will be mill finished alum and covered with white F/R vinyl to match the building exterior color. BASIS FOR DESIGN 1. Governing Building Code: 2006 International Building Code 2. Occupancy Category: II 3. Roof Loads: Dead Load Live Load Snow Load 4. Wind Design: Basic Wind Speed = 85 mph Wind Exposure = C Wind Importance Factor= 1.0 (Category II) Mean Roof Height = less than 15' -0" 5. Seismic Design: Wind loads govern lateral structural design. Dal of Visual Screen frame Total Area of screen Snowload as required by code Snow load applied to screen Weight of awning frame 8 fabric Total "Loaded" weight of awning Number of attachment points (brackets) Load each bracket supports at max load Number of screw per bracket Fully loaded PSI based on code requirement Total Area of screen (Elevation) Total wind load on screen Number of attachment points (brackets) Total pounds per Bracket Number of screws per bracket Total full (pounds) load @ max wind per bolt = self weight + 0.25 psf misc. dead load = 5 psf (non - reducible) = 25 psf (minimum required snow load) ATTACHMENT POINTS - SNOW LOADS SUMMARY (EACH AWNING) Diameter of screen frame Height of screen frame Total Area of screen (Elevation) Wind Load as required by code Multiply by same Wind Load Squared Multiplier Pressure (psf) Square feet to Square Inches PSI Load Rating of Fabric % of rated capacity for Fabric Total PSI applied to each bolt * Note: In a snow load situation, these structures will not actually hold snow as they are pitch roughly 60° The total weight of each structure is less than 100 -lb. ATTACHMENT POINTS - WIND LOADS SUMMARY (EACH AWNING) Square Feet Lbs per Square Feet Pounds Pounds Pounds Pounds per bracket Pounds per each Lag Screw Square Feet exposed to wind Miles per Hour (square) PSF 1 sq ft = 144 sq inches Pounds per Square Inch fabric rating 300 psi PSI Square Inches Pounds Pounds per bracket Pounds per bolt 1 sq ft = 144 sq inches PSI per bolt 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 File Name: P: \DTSVARCHIVES - by year\2008\2008 - DTS Archives \Rainier Industries Ltd \Rainier Facility Flags 'aieLGytrrentl au t i r .. r � .PM, \nail \Engineering STRUCTURAL ALUMINUM 1. All aluminum alloys shall be minimum 6061 -T6 with minimum tensile yield stress 35 ksi, U.N.O. 2. All aluminum welds shall conform to AWS D1.2 -83 (30) specifications. 3. Aluminum parts shall be welded with an inert gas shielded arc or resistance welding process. No welding process that requires a welding flux shall be used. Only filler alloys complying with the governing code and specifications requirements shall be used. 4. All welds of structural members shall be performed by welders qualified in accordance with the governing code procedures. 5. Welding of aluminum shall be in accordance with nationally recognized standards. 6. Oxygen cutting of aluminum alloys shall not be permitted. 7. Where aluminum alloy parts are in contact with dissimilar metals (other than stainless, aluminized or galvanized steel) or absorbent building materials likely to be continuously or intermittently wet, the faying surfaces shall be painted or otherwise separated in accordance with the current aluminum specifications. 8. During erection, structural aluminum shall be adequately braced and fastened to resist dead, wind and erection loads. FASTENERS 1. Screws shall be self - tapping hex head sheet metal screws with current ICBO /ICC rating for material into which installation occurs. 2. Screws which are removed shall be replaced with a larger diameter screw where replacement is made into an existing hole. Replace all screws which strip out material. 3. Screws shall be spaced no closer than 5/8" o.c. and maintain a minimum free edge distance of 1/2 ", U.N.O. 4. Clip angles or flat clips used for attachment shall be a minimum of 33 mils, U.N.O. Size all clip angles and flat clips to maintain minimum screw spacing and edge distances as noted above. 5. All screws #8 and larger shall have a minimum head size of 5/16 ". All screws shall have sufficient length to ensure penetration into aluminum /steel by at least (2) full diameter threads. E. All screws shall be a minimum of #8 self- tapping screws, U.N.O. 7. All anchors installed into concrete shall be Hilti KB TZ expansion anchors (ESR -1917) or Hilti HIT -RE 500 -SD adhesive anchors (ESR - 2322). All anchors installed into CMU shall be Hilti KB III expansion anchors (ESR -1385) or Hilti HIT HY -150 adhesive anchors (ESR - 5193). Approved equivalent anchors with current ICBO /ICC reports may be used at the contractor's discretion. 8. All bolts shall be installed as bearing -type connections with threads excluded from shear plane (type "x" connection), U.N.O. High- strength bolts shall be snug tightened using any AISC approved.method and do not require special inspections unless noted otherwise. All bolts in slotted or oversize holes and all high- strength bolts shall be installed with washers. - - -- -.* s CORRECTION LTR#k D09 040 FILE COPY REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2009 City of Tukwila BUILDING DIVISION RECEIVEr JUL 13 2009 PERMIT CENTEI- • MASTER . PROJECT MGR • SALES • DTS C FRAME I ASSEMBLY • FABRIC • GRAPHICS • INSTALL • WOOD SHOP • SHIPPING C Rainier Indus ies, Ltd 18375 OlytnpicAve. S. Tukvia, WA 981 800- 869 -7162 Toll Free 425 -251 -1800 Phone 425 - 251 -5065 Fax www.Rainier.com 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 ISO 14001: EMS - REGISTERED RAINIER INDUSTRIES 18375 OLYMPIC AVE. S SEATTLE, WA 98188 Revisions 6 -30 -09 Sales Person Job Name RI Work Order Number YUSHIH HO Drawn By Checked By I Date Project Manager Issue Date I By EX0.01 Sheet Number Screen #1 Screen #2 11' -O" 12•_6" x 75 88 x 25 25 1,884 2,212 + 50 50 1,934 2,262 / 8 10 241.8 228.2 / 1 1 241.8 226.2 SCOPE OF WORK Rainier will install (2) Visual Screens around the (2) new exhaust stacks on the building roof to minimize the visual impact from the exhaust stacks. The screens will be mill finished alum and covered with white F/R vinyl to match the building exterior color. BASIS FOR DESIGN 1. Governing Building Code: 2006 International Building Code 2. Occupancy Category: II 3. Roof Loads: Dead Load Live Load Snow Load 4. Wind Design: Basic Wind Speed = 85 mph Wind Exposure = C Wind Importance Factor= 1.0 (Category II) Mean Roof Height = less than 15' -0" 5. Seismic Design: Wind loads govern lateral structural design. Dal of Visual Screen frame Total Area of screen Snowload as required by code Snow load applied to screen Weight of awning frame 8 fabric Total "Loaded" weight of awning Number of attachment points (brackets) Load each bracket supports at max load Number of screw per bracket Fully loaded PSI based on code requirement Total Area of screen (Elevation) Total wind load on screen Number of attachment points (brackets) Total pounds per Bracket Number of screws per bracket Total full (pounds) load @ max wind per bolt = self weight + 0.25 psf misc. dead load = 5 psf (non - reducible) = 25 psf (minimum required snow load) ATTACHMENT POINTS - SNOW LOADS SUMMARY (EACH AWNING) Diameter of screen frame Height of screen frame Total Area of screen (Elevation) Wind Load as required by code Multiply by same Wind Load Squared Multiplier Pressure (psf) Square feet to Square Inches PSI Load Rating of Fabric % of rated capacity for Fabric Total PSI applied to each bolt * Note: In a snow load situation, these structures will not actually hold snow as they are pitch roughly 60° The total weight of each structure is less than 100 -lb. ATTACHMENT POINTS - WIND LOADS SUMMARY (EACH AWNING) Square Feet Lbs per Square Feet Pounds Pounds Pounds Pounds per bracket Pounds per each Lag Screw Square Feet exposed to wind Miles per Hour (square) PSF 1 sq ft = 144 sq inches Pounds per Square Inch fabric rating 300 psi PSI Square Inches Pounds Pounds per bracket Pounds per bolt 1 sq ft = 144 sq inches PSI per bolt 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 File Name: P: \DTSVARCHIVES - by year\2008\2008 - DTS Archives \Rainier Industries Ltd \Rainier Facility Flags 'aieLGytrrentl au t i r .. r � .PM, \nail \Engineering STRUCTURAL ALUMINUM 1. All aluminum alloys shall be minimum 6061 -T6 with minimum tensile yield stress 35 ksi, U.N.O. 2. All aluminum welds shall conform to AWS D1.2 -83 (30) specifications. 3. Aluminum parts shall be welded with an inert gas shielded arc or resistance welding process. No welding process that requires a welding flux shall be used. Only filler alloys complying with the governing code and specifications requirements shall be used. 4. All welds of structural members shall be performed by welders qualified in accordance with the governing code procedures. 5. Welding of aluminum shall be in accordance with nationally recognized standards. 6. Oxygen cutting of aluminum alloys shall not be permitted. 7. Where aluminum alloy parts are in contact with dissimilar metals (other than stainless, aluminized or galvanized steel) or absorbent building materials likely to be continuously or intermittently wet, the faying surfaces shall be painted or otherwise separated in accordance with the current aluminum specifications. 8. During erection, structural aluminum shall be adequately braced and fastened to resist dead, wind and erection loads. FASTENERS 1. Screws shall be self - tapping hex head sheet metal screws with current ICBO /ICC rating for material into which installation occurs. 2. Screws which are removed shall be replaced with a larger diameter screw where replacement is made into an existing hole. Replace all screws which strip out material. 3. Screws shall be spaced no closer than 5/8" o.c. and maintain a minimum free edge distance of 1/2 ", U.N.O. 4. Clip angles or flat clips used for attachment shall be a minimum of 33 mils, U.N.O. Size all clip angles and flat clips to maintain minimum screw spacing and edge distances as noted above. 5. All screws #8 and larger shall have a minimum head size of 5/16 ". All screws shall have sufficient length to ensure penetration into aluminum /steel by at least (2) full diameter threads. E. All screws shall be a minimum of #8 self- tapping screws, U.N.O. 7. All anchors installed into concrete shall be Hilti KB TZ expansion anchors (ESR -1917) or Hilti HIT -RE 500 -SD adhesive anchors (ESR - 2322). All anchors installed into CMU shall be Hilti KB III expansion anchors (ESR -1385) or Hilti HIT HY -150 adhesive anchors (ESR - 5193). Approved equivalent anchors with current ICBO /ICC reports may be used at the contractor's discretion. 8. All bolts shall be installed as bearing -type connections with threads excluded from shear plane (type "x" connection), U.N.O. High- strength bolts shall be snug tightened using any AISC approved.method and do not require special inspections unless noted otherwise. All bolts in slotted or oversize holes and all high- strength bolts shall be installed with washers. - - -- -.* s CORRECTION LTR#k D09 040 FILE COPY REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2009 City of Tukwila BUILDING DIVISION RECEIVEr JUL 13 2009 PERMIT CENTEI- • MASTER . PROJECT MGR • SALES • DTS C FRAME I ASSEMBLY • FABRIC • GRAPHICS • INSTALL • WOOD SHOP • SHIPPING C Rainier Indus ies, Ltd 18375 OlytnpicAve. S. Tukvia, WA 981 800- 869 -7162 Toll Free 425 -251 -1800 Phone 425 - 251 -5065 Fax www.Rainier.com 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 ISO 14001: EMS - REGISTERED RAINIER INDUSTRIES 18375 OLYMPIC AVE. S SEATTLE, WA 98188 Revisions 6 -30 -09 Sales Person Job Name RI Work Order Number YUSHIH HO Drawn By Checked By I Date Project Manager Issue Date I By EX0.01 Sheet Number Screen #1 Screen #2 11' -0" 12' -6" x 5 - 3" 5' - 3" = 58 66 SCOPE OF WORK Rainier will install (2) Visual Screens around the (2) new exhaust stacks on the building roof to minimize the visual impact from the exhaust stacks. The screens will be mill finished alum and covered with white F/R vinyl to match the building exterior color. BASIS FOR DESIGN 1. Governing Building Code: 2006 International Building Code 2. Occupancy Category: II 3. Roof Loads: Dead Load Live Load Snow Load 4. Wind Design: Basic Wind Speed = 85 mph Wind Exposure = C Wind Importance Factor= 1.0 (Category II) Mean Roof Height = less than 15' -0" 5. Seismic Design: Wind loads govern lateral structural design. Dal of Visual Screen frame Total Area of screen Snowload as required by code Snow load applied to screen Weight of awning frame 8 fabric Total "Loaded" weight of awning Number of attachment points (brackets) Load each bracket supports at max load Number of screw per bracket Fully loaded PSI based on code requirement Total Area of screen (Elevation) Total wind load on screen Number of attachment points (brackets) Total pounds per Bracket Number of screws per bracket Total full (pounds) load @ max wind per bolt = self weight + 0.25 psf misc. dead load = 5 psf (non - reducible) = 25 psf (minimum required snow load) ATTACHMENT POINTS - SNOW LOADS SUMMARY (EACH AWNING) Diameter of screen frame Height of screen frame Total Area of screen (Elevation) Wind Load as required by code Multiply by same Wind Load Squared Multiplier Pressure (psf) Square feet to Square Inches PSI Load Rating of Fabric % of rated capacity for Fabric Total PSI applied to each bolt * Note: In a snow load situation, these structures will not actually hold snow as they are pitch roughly 60° The total weight of each structure is less than 100 -lb. ATTACHMENT POINTS - WIND LOADS SUMMARY (EACH AWNING) Square Feet Lbs per Square Feet Pounds Pounds Pounds Pounds per bracket Pounds per each Lag Screw Square Feet exposed to wind Miles per Hour (square) PSF 1 sq ft = 144 sq inches Pounds per Square Inch fabric rating 300 psi PSI Square Inches Pounds Pounds per bracket Pounds per bolt 1 sq ft = 144 sq inches PSI per bolt 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 File Name: P: \DTSVARCHIVES - by year\2008\2008 - DTS Archives \Rainier Industries Ltd \Rainier Facility Flags 'aieLGytrrentl au t i r .. r � .PM, \nail \Engineering STRUCTURAL ALUMINUM 1. All aluminum alloys shall be minimum 6061 -T6 with minimum tensile yield stress 35 ksi, U.N.O. 2. All aluminum welds shall conform to AWS D1.2 -83 (30) specifications. 3. Aluminum parts shall be welded with an inert gas shielded arc or resistance welding process. No welding process that requires a welding flux shall be used. Only filler alloys complying with the governing code and specifications requirements shall be used. 4. All welds of structural members shall be performed by welders qualified in accordance with the governing code procedures. 5. Welding of aluminum shall be in accordance with nationally recognized standards. 6. Oxygen cutting of aluminum alloys shall not be permitted. 7. Where aluminum alloy parts are in contact with dissimilar metals (other than stainless, aluminized or galvanized steel) or absorbent building materials likely to be continuously or intermittently wet, the faying surfaces shall be painted or otherwise separated in accordance with the current aluminum specifications. 8. During erection, structural aluminum shall be adequately braced and fastened to resist dead, wind and erection loads. FASTENERS 1. Screws shall be self - tapping hex head sheet metal screws with current ICBO /ICC rating for material into which installation occurs. 2. Screws which are removed shall be replaced with a larger diameter screw where replacement is made into an existing hole. Replace all screws which strip out material. 3. Screws shall be spaced no closer than 5/8" o.c. and maintain a minimum free edge distance of 1/2 ", U.N.O. 4. Clip angles or flat clips used for attachment shall be a minimum of 33 mils, U.N.O. Size all clip angles and flat clips to maintain minimum screw spacing and edge distances as noted above. 5. All screws #8 and larger shall have a minimum head size of 5/16 ". All screws shall have sufficient length to ensure penetration into aluminum /steel by at least (2) full diameter threads. E. All screws shall be a minimum of #8 self- tapping screws, U.N.O. 7. All anchors installed into concrete shall be Hilti KB TZ expansion anchors (ESR -1917) or Hilti HIT -RE 500 -SD adhesive anchors (ESR - 2322). All anchors installed into CMU shall be Hilti KB III expansion anchors (ESR -1385) or Hilti HIT HY -150 adhesive anchors (ESR - 5193). Approved equivalent anchors with current ICBO /ICC reports may be used at the contractor's discretion. 8. All bolts shall be installed as bearing -type connections with threads excluded from shear plane (type "x" connection), U.N.O. High- strength bolts shall be snug tightened using any AISC approved.method and do not require special inspections unless noted otherwise. All bolts in slotted or oversize holes and all high- strength bolts shall be installed with washers. - - -- -.* s CORRECTION LTR#k D09 040 FILE COPY REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2009 City of Tukwila BUILDING DIVISION RECEIVEr JUL 13 2009 PERMIT CENTEI- • MASTER . PROJECT MGR • SALES • DTS C FRAME I ASSEMBLY • FABRIC • GRAPHICS • INSTALL • WOOD SHOP • SHIPPING C Rainier Indus ies, Ltd 18375 OlytnpicAve. S. Tukvia, WA 981 800- 869 -7162 Toll Free 425 -251 -1800 Phone 425 - 251 -5065 Fax www.Rainier.com 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 ISO 14001: EMS - REGISTERED RAINIER INDUSTRIES 18375 OLYMPIC AVE. S SEATTLE, WA 98188 Revisions 6 -30 -09 Sales Person Job Name RI Work Order Number YUSHIH HO Drawn By Checked By I Date Project Manager Issue Date I By EX0.01 Sheet Number SCOPE OF WORK: • EXHAUST STACK VISUAL SCREEN • QTY 2 (TOTAL), 1 AT EACH EXHAUST STACK GENERAL NOTES: • FRAME • ALUMINUM FRAME • STAPLE SYSTEM • FRAME FINISH: MILL • FABRIC • FABRIC: F/R VINYL o WHITE, BEST MATCH TO THE EXTERIOR OF BUILDING • GYMP (trim molding): o #01 I WH ITE • FABRIC ATTACHMENT: STAPLE • GRAPHICS • GRAPHICS: NONE 3' -0• 2 11' -0• FOR STACK #1 12' -6• FOR STACK #2 5' -0" FOR STACK #1 6'-6" FOR STACK #2 V -0• 2-6" U 1 ALUM V STAPLE BAR r I , I I rn \ / / I / t N' X Section View 0 Scale: 3/4" 1'-0" 2' -0" EXISTING EXHAUST STACK 6' -0" ABOVE ROOF (MAX.) NTS BRACKETS, t a) X TYP 1@ EACH RAFTER 3' -0• EXISTING EXHAUST STACK NTS ISO View r p t Scale: 1" =1-0" OPENING FOR ACCESS, ORIENTED AWAY FROM POSSIBLE VIEWING ANGLES REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2009 Bracket Detail Scale: 3" 1-0" QTY 18 City of Tukwila ILi iNG DIVISION 2 "x1 /2 "x9 " -L ALUM FLAT BAR 2 "x1 /2 "x6 " -L ALUM FLAT BAR 0 1/4" HOLE Rainier Industries, Lid 1831501yrrpicAre. S. Ta,WA 981 800 - 869 -7162 Toll Free 425 - 251 -1800 Phone 425 - 251 -5065 Fax www.Rainier.com 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 ISO 14001: EMS - REGISTERED RAINIER INDUSTRIES 18375 OLYMPIC AVE. S SEATTLE, WA 98188 RECEIVED JUL 1 3 2009 PERMIT CENTEf Revisions 6- 22 -09, 6 -30-09 Sales Person Job Name EXHAUST STACK PLAN Drawing Title RI Work Order Number YUSHIH HO Drawn By Checked By !Date Project Manager Issue Date I By EX1.00 File Name: P: \DTSV\RCHIVES - by year12008\2008 - DTS Archives \Rainier Industries Ltd‘Rainier Facility Plans\Rainier Current\Exhaust Stack.dwg, 7/13/2009 2:02:43 PM, \\mail \Engineering • MASTER • PROJECT MGR • SALES a DTS • FRAME I ASSEMBLY • FABRIC • GRAPHICS • INSTALL • WOOD SHOP • SHIPPING • Sheet Number # Notes 1 Vertical Support / Leveling Bracket. 1/4 "x2 "x8" -long, Flat -Bar, aluminum, T1G welded perpendicular to a 1/4 "x2 "x6" -long, Flat -Bar, aluminum. 2 Vertical Support bolts to the block and into the roof decking with (2) #14x3 " -long, Hex Washer Head Lag -Screw with a nylon Flat- Washer under the flange. 3 (2x) 5/16" x 6" -long, Lag Bolts, Galvanized. Each Block will be cut long enough to span 2 frame members (4 lag bolts total for each block) 4 Block — 2x6x26" -long Trex or similar. Mounting holes to be pre - drilled. Ease or slight chamfer top edges for final water - proofing. 5 Roof Mastic (tar). Surface between block and roof to be 100% covered with commercial grade roof mastic (tar) prior to installation. 6 Final Water- Proofing. After the final installation of the visual screens, the roofing company that installed and maintains the roof will "roof over the entire bracket and block to complete the water proofing process. 7 5/16" x 2" Hex Cap Screw, Stainless Steel with (2) SS Flat- Washers and a SS Ny -Lock Nut. Installers to field drill to level the visual barrier frame 1O 1"x1"x.110 ALUM. TUBE O 1"x1 "x.110 STAPLE EXTRUSION (UP) O 1 "x1 "x.110 STAPLE EXTRUSION (DOWN) O 1 "x1 "x.110 STAPLE EXTRUSION (OUT) O EXISTING EXHAUST STACK Plan View (Screen #1) O Scale: 3/8" =1 -0 • 2' I►I'I —..091/111111111111111111111.„,_ Attachment Detail (Side) Scale: 3" = 1 -0" AWNING STPLE SYSTEM: FABRIC ATTACHES TO THE ALUM FRAME -WORK WITH STAPLES APROX 3" O.C. TYPICAL ALL AROUND EXISTING ROOF EXISTING ROOF TRUSSING /FRAMING FABRIC SKIN VISUAL SCREEN PERIMETER FRAME MEMBER. 1 "- SQUARE, ALUMINUM, STAPLE - SYSTEM, TUBING WITH FABRIC ATTACHED Attachment Detail (Front)© Scale: 3" -1 -0 Plan View (Screen #2) Scale: 3/8" =1 0 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2009 City of Tukwila BUILDING DIVISION Rainierfrdushies, Ltd 183750ym tAve. S. Ttdcw>1a,WA 981 800 - 869 -7162 Toll Free 425 - 251 -1800 Phone 425 - 251 -5065 Fax www.Rainier.com 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 ISO 14001: EMS - REGISTERED RAINIER INDUSTRIES 18375 OLYMPIC AVE. S SEATTLE, WA 98188 RECEIVED JUL :13 2009 PERMIT CENTER Revisions 6 -30 -09 Sales Person Job Name EXHAUST STACK PLAN Drawing Title RI Work Order Number YUSHIH HO Drawn By Checked By / Date Project Manager Issue Date / By EX2.00 File Name: P: \DTS\ARCHIVES - by year\2008\2008 - DTS Archives \Rainier Industries Ltd \Rainier Facility Plans \Rainier Current \Exhaust Stack.dwg, 7/13/2009 2:03:00 PM, \ \mail \Engineering e MASTER • PROJECT MGR a SALES • DTS a FRAME I ASSEMBLY • FABRIC a GRAPHICS 4 INSTALL • WOOD SHOP e SHIPPING 4 Sheet Number • RAINIER Rainier Induslnes, Ltd 1837501ygicAve. S, Rhea WA 981:: „' 5-11 z • 3'-8• s „2 _ I I � V-0' i 1 3'-8• i I --0- 800-869-7162 Toll Free 425 - 251 -1800 Phone 425 - 251 -5065 Fax 1'-72 -� — 3'-102• r 1 3' -102• 1 1 Q r -7 -0- _ 1 I I I i I 1 _ I i 1 I L i 1 J 1 www.Rainier.com 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. r I I I 1 V°°..............°"""..."---. 1 I -1 L I I I J r I I �N 1 L_ J I I I L_ J Q H I I I L_J I 9 I I 47 6 L_J CO ISO 9001:2000 REGISTERED ISO 14001: EMS - REGISTERED _1 r1 I I iN Y RAINIER INDUSTRIES 18375 OLYMPIC AVE. S SEATTLE, WA 98188 Revisions -I 1 1 z..., Q I I I 1 di z_ i 1 _J 1 L_ r I 1 ....ICJ I L I I 1 -1 I I A I I N 6 -30-09 r-1 rII L_ J L_ J 1 1 1 I 1 1 1 1 I I L J 1 I L 1 r-1 I I I 1 Sales Person I I -I T I I 1 i 1 1 r L_ J 1 1 i L_J Job Name EXHAUST STACK PLAN L J 2x6 TREX BLOCK, Drawing Title _ x20"-L 8- PLACES I 1 I I � L '' ' , I C'�MPLI TO -PLACES COD CO Blocking Location APPROVED RECEIVED RI Work Order Number YUSHIH HO Drawn By Checked By/Date Scale: 112 = 1'-011 AUG 0 3 2009 JUL 13 Z 009 City of Tukwila PERMIT CENTEe BUILDING DI - ISION Project Manager Issue Date /By EX3 .00 • File Name: P: \DTS\ARCHIVES - by year DTS Archives \Rainier Industries Ltd \Rainier Facility Plans \Rainier Current \Exhaust Stack.dwg, 7/13/2009 2:03:13 PM, \\mail \Engineering a MASTER a PROJECT MGR a SALES a DTS e F r� ASSEMBLY e F I GRAPHICS I INSTALL a WOOD SHOP a SHIPPING a Sheet Number File Name: 34 TOTAL 30 TOTAL 11 6 3 D13 3HC D12 D11 ii II MI ■ SMALL PROJECT WORK TABLE I - 1 ■ ■ LKF' i i C C C C C C C C C C C C 12 14 I J FP ST DELIVERY PARKING PROJECT SITE TENANT: RAINIER INDUSTRIES 18375 OLYv P C AVE S TUKWILA, WASHINGTON 98188 CONTACT: 98 BRIAN ROWINSKI 425 - 981 -1201 8UCTUAL ENGINEERS XI ENGINEERS 9120 COLBY AVE # 100 EVERETT, WASHINGTON 98201 CONTACT: MR. JERRY SHAWLER 425 - 252 -0454 GENERAL CONTRACTOR: FINISHING EQU PVEN NOR 17739 -15TH AVE NE SHORELINE, WA 98155 CONTACT: CONTRACTO P �OJ =CT S" I \TSALLA (') '0 w c a'A w L- C F' VV OR. J.R. ROGERS (425) 754 -3934 PS LICENSE INDUSAS099JZ MV ARY: 10\ OF A BATC POWDER COATI \C SYST V e x 10' nigh x 25' long Was1 Bootn (1) 10' wide x 10' gig x 25' long Batch Powcer Booth (1) 10' wice x 10' nigh x 25' long Convection Oven (1) Concrete Curb & Wash Water Collection Trench DISPLAY 4 0268 VUTEK3360 DUAL DUET TO SINGLE CENTER DUAL DUET TABLE O SINGLE CENTER 1 W ELE VUTEK3360 DS3360 • 1 TABLE 0 . TABLE z5 TABLE TABLE '9• Vicinity Map A Scale: NTS EST ▪ I CUT m 44MC S � P ICUTI- XL44MC 1'A 115V,15 A.8 VACUMN: IOHP, 3/.220M 60H2. SCAMPS ELL I CUT � C I CUTFM -24MC 17,115V,15A8 VACUMN: 10HP, 220V, 66I12. NAMES HC TABLE TABLE 4 C DISPLAY 0259 By r BULDING OWNER / RANAGEOIEN OFFICE: UNDERWOOD JO NSON GROUP 16327 v1APLEWOOD AVE SW SEACTI T - S I J1g.T(PA9 166 NSON (206) 24L -3535 OECHAN CAL ENG NE RS E SI CONSULTING ENGINEERS 1800 WEST EvERSEON PLACE SEAMS - SHRf .TM °NElS SCHULTZ, (206) 284 -1181 SUB CONTRACTOR: TC9 GENERAL CO\STRUCTION 12806 POSSESION LANE EDMONDS, WA 98026 CONTACT: VR. RLSS PODVAYER R.E. SIGNTECH HEAT TRANSFER TABLE TABLE HANGINGSIGN LIFT FILE COPY Permit No. 0 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: • \CL 7] 1 7 Date: City Of Ttakwlla RUill DIVISION CONTROL AREA CONTROL AREA ' GE! 002 -47 -FE CEI 002 -48-FE POW AIR HOLDING TANK Al 12 12 13 PEGGY 4251 VU LAM' CEI 4248 11111.1u YURT ROOF LIFT I -BEAM @ ROOF a T FABRIC 1 4249 TYPE 90 DESK PROJECT INFORMATION: • PROJECT ADDRESS: 18375 OLYMPIC AVE. S. SEATTLE, WA 98188 • OWNER INFORMATION: O CAMPBELL REAL ESTATE LLC O SCOTT CAMPBELL O 16810 SE 224 ST. KENT,WA 98042 O 425 - 981 -1201 • LEGAL DESCRIPTION: SOUTHCENTER SOUTH INDUSTRIAL PARK BEG SE COR LOT 13TH N 11 -23 -50 E 25.58 FT TO TPOB TH N 78 -36 -10 W 511.04 FT TO W BDRY LOT 13 TH ALG SD W BDRY N 43 -17 -00 E 71.16 FT TH N 34 -05 -00 E 99 FT TH N 26 -27 -00 E 98 FT TH N 20 -26 -00 E 100 FT TH N 15 -42 -00 E 99 FT TH N 11 -32 -00 E 100 FT TH N 09 -15 -00 E 97 FT TH N 10 -51 -00 E 82.30 FT TH S 78-36 - 10 E 390.87 FT TO W MGN OLYMPIC AVE S TH S 11 -23 -50 W 723.10 FT TO TPOB AKA BDRY LN ADJ NO BLA 6 -77 • PARCEL NUMBER: 7888900130 • PROPERTY NAME: WAREHOUSE • PROPERTY TYPE: C- COMMERCIAL • LOT AREA: 294,500 ST. FT (6.76 ACRES) • PLAT NAME: SOUTHCENTER SOUTH INDUSTRIAL PARK • PLOT LOT: 13 -14 • Q- S -T -R -: SE -35 -23-4 • BUILDING FOOTAGE BREAKDOWN: • • POWER FORSTROM 002 -50 -IF ■ ■ ■ ■ RF RFPOWER i DESCRIPTION MANUFACTURING/ STORAGE OFFICE RF PJ FIAB 42-49-IF D6 D5 D4 D3 D2 D1 / • RF POWER RE POWER RP, COASILLI B C B B B B --__ PIPE 55 DESK TYPE 55 DESK 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 and may include additional plan review fees. C C 3HC RE FOWFR RF P � 111111 811 L AL EN FD' 1 SHIPP0ELE9 L F 0285 0245 4 240 0249 8 SEPARATE PERMIT REQUIRED FOR: a hanical Tirlactrical rt bing as Piping City of Tukwila BUILDING DIVISION EXISTING EXISTING 1 FLOOR AREA 2 FLOOR AREA 105,116 SF 0 SF 14,334 SF 13,550 SF o MASTER o PROJECT MGR o SALES o DTS o FRAME / ASSEMBLY o FABRIC o GRAPHICS o INSTALL 1 � � � � � � u� y Tit. � 4 j :g SG � � " ECEIVE ' . -ra 4 1) CITY F -Tta�C f , LA te S�� PERMIT CENTER Site Plan Scale: NTS ,o0 e REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2009 v42. City of Tukwila BUILDING DIVISION WOOD SHOP o SHIPPING o Rainier Industries, Ltd 18375 Olympic Ave. S. 6 8 oII Free 425 - 251 -1800 Phone 425 - 251 -5065 Fax www.Rainier.com 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 MO MO BRIAN ROWINSKI Sales Person POWER SYSTEM PERMIT Job Name COVER PAGE Drawing Title RI Work Order Number YUSHIH HO Drawn By Checked By / Date BRIAN ROWINSKI Project Manager 2-12-09 YUSHIH Issue Date/ By G1.00 Sheet Number • ASH BOOTH A CHORMENT WASH BOOTH Lin 47' VEN ANCHORMENT D UBLE D ❑❑RS AN PLAN OVEN 0 SCALE: 1/4" = 1' -0" L.. 26' -10" OWDER COAT BOOTH ANCH0RMENT 14'-4" POWDER COAT BOOTH 09 0 0 REVIEWED FOR CODE COMPLIANCE AP ROVED AUG 0 3 2009 City of Tukwila B UILDING DIVISION RECEIVED CITY OF TUKWILA MAR 17 2009 PERMIT CENTER • • 0 W Z (9 W 0 0 W 0 W 0 I W z • • \ • W • . • . • Z • • • • • • • C) • • EISI JOB No M ■ CONCRETE AND ANCHORAGE DETAILS SEE 5/8 "0 ASTM A193 THREADED ROD W/ 4" MINIMUM EMBEDMENT SIMPSON "SET -XP" ADHESIVE PER MANUF'S INSTRUCTIONS (ESR -2508) 4- #4 REBAR 12" O.C. T TT ANCHOR DETAIL SCALE: 3" = 1' -0" WASH BOOTH L 3x3x1/4x0'-3" HEX NUT & WASHER 3/16 L 3 "x3 "x 1 /4" oil 3' -0" 4' -0" COL -MET MODEL WB- 1010 -20 WASH BOOTH 25' FT L x 10 FT W x 11,5 FT MAX. HEIGHT 3 HP MOTOR WASH B OOTH ANCHORAGE SCALE: 1/4" = 1' S2 1 3/4" SUMP DETAIL z SCALE: 1" = 1' -0" S2 BOOTH WALL McNICHOLS MS -100 MOLDED SQUARE FIBER GLASS GRATING, OR APPORVED E 1/2"0x4" EMBEDMENT SIMPSON "STRONG -BOLT" EXPANSION ANCHORS (ESR -1771) EXISTING CONCRETE SLAB 3" COVER TYP. O DOUBLE DOORS 3/16 v2 L 3x3x1/4x0'-3" HEX NUT & WASHER OVEN C 10 HP MOTOR m ANCHOR DETAIL SCALE: 3" = 1' -0" OVEN ANCHORAGE GD SCALE: 1/4" = 1' -0" 1 3/4" A BOOTH WALL 1/2"0 ATR W /3" EMBEDMENT x 3" PROTECTION @ 36" O.C. SIMPSON "SET -XP" ADHESIVE INTO EXISTING CONCRETE RAPID ENGINEERING INC, MODEL 8820 BATCH OVEN (450 °FMAX,) 26.5 FT L x 12,5 FT W x 16' MAX,HEIGHT TYP> I I L 1 -1/8" X 1 -1/8" X 1/8" NELSON 1/2x2 1/8 "H4L" HEADED CONCRETE ANCHOR OR APPROVED EQUAL @ 2' O.C. 1 HP MOTOR (4) ANCHOR BOLTS EACH SIDE, ANCHORAGE DETA E A a • a 0 0J POWDER BOOTH ANCHO SCALE: 1/4" = 1' -0" #4 x 3" EMBED x 2 1/2" 2" COVER PROJECTION @ 24" O.C. CONTINUOUS SIMPSON "SET -XP" ADHESIVE PER MANUF'S INSTRUCTIONS POWDER COAT BOOTH L4x3x1/4 LLH x0' -3" HEX NUT & WASHER NEW CONC. CURB - -- 3/16 V2 6" SECTION SCALE: 3" = 1' -0" SEAL PL 1/4" X 4" 1 3/4" COL -MET RPB 1210 -20 POWDER BOOTH 31 FT L x 10,5 FT W x 10 FT H BOOTH WALL (4) ANCHOR BOLTS EACH SIDE, ANCHORAGE DETAILS SEE GE McNICHOLS MS -100 MOLDED SQUARE FIBER GLASS GRATING, OR APPORVED EQUAL L 1 -1/8" X 1 -1/8" X 1/8" NELSON 1/2x2 1/8 "H4L" HEADED CONCRETE ANCHOR OR APPROVED EQUAL @ 2' 0.0. w a > COL -MET POWDER RECLAIM FILTER LA 10 HP FAN UNIT INSTALL (4) ANCHOR AT BASE LOCATIONS PER MANUF, SEE SIM EXISTING CONCRETE FLOOR SLAB 5/8 "0 ASTM A193 THREADED ROD W/ 4" MINIMUM EMBEDMENT SIMPSON "SET -XP" ADHESIVE PER MANUF'S INSTRUCTIONS (ESR -2508) TYP> 4- #4 REBAR SECTION w 0 0) SCALE: 1 1/2" = 1' -0" S2 3" COVER TYP. NEW CONCRETE CURB (2 PLACES) WASH BOOTH COLLECTION TRENCH - PLAN io SCALE: 1/2" = 1' -0" S2 1/2"0 ATR W /3" EMBEDMENT x 3" PROTECTION @ 36" 0.0. SIMPSON "SET -XP" ADHESIVE INTO EXISTING CONCRETE EXISTING z CONCRETE SLAB Q A RE ViE O FOR CO E COMPLIANCE APPROVED AUG 0 3 NOS o9 - 090 City of Tukwila B UILDING fR IISION RECEIVED CITY OF TUKW1LA MAR 17 2009 PERMIT CENTER • - W z O F- F 0 0 M I W N LLJ co r � acn V ea Z 2 J Q Z in g g 00 T EISI JOB No 09 -036 S2 • I POWDER COAT SYSTEM ANCHOR SPACING „0 - ,9Z o i 0 L3x3x1/4 0 ) v 4 L3x3x1/4 WASH ANCHORS (4) ANCHORS BOOTH EACH SIDE, 8'-0" O.C. / ELEV. -0.62' TRENCH DRAIN 9 D D ' CC 0_ (n 6 : 1 H- O 0 W w a_ 0 J ELEV. -0.38' ELEV. -0.33' , SLOPE I o ELEV. -0.33' SLOPE 0 9 -0" 1 0 , - 10" CONCRETE AND ANCHORAGE DETAILS SEE 5/8 "0 ASTM A193 THREADED ROD W/ 4" MINIMUM EMBEDMENT SIMPSON "SET -XP" ADHESIVE PER MANUF'S INSTRUCTIONS (ESR -2508) 4- #4 REBAR 12" O.C. T TT ANCHOR DETAIL SCALE: 3" = 1' -0" WASH BOOTH L 3x3x1/4x0'-3" HEX NUT & WASHER 3/16 L 3 "x3 "x 1 /4" oil 3' -0" 4' -0" COL -MET MODEL WB- 1010 -20 WASH BOOTH 25' FT L x 10 FT W x 11,5 FT MAX. HEIGHT 3 HP MOTOR WASH B OOTH ANCHORAGE SCALE: 1/4" = 1' S2 1 3/4" SUMP DETAIL z SCALE: 1" = 1' -0" S2 BOOTH WALL McNICHOLS MS -100 MOLDED SQUARE FIBER GLASS GRATING, OR APPORVED E 1/2"0x4" EMBEDMENT SIMPSON "STRONG -BOLT" EXPANSION ANCHORS (ESR -1771) EXISTING CONCRETE SLAB 3" COVER TYP. O DOUBLE DOORS 3/16 v2 L 3x3x1/4x0'-3" HEX NUT & WASHER OVEN C 10 HP MOTOR m ANCHOR DETAIL SCALE: 3" = 1' -0" OVEN ANCHORAGE GD SCALE: 1/4" = 1' -0" 1 3/4" A BOOTH WALL 1/2"0 ATR W /3" EMBEDMENT x 3" PROTECTION @ 36" O.C. SIMPSON "SET -XP" ADHESIVE INTO EXISTING CONCRETE RAPID ENGINEERING INC, MODEL 8820 BATCH OVEN (450 °FMAX,) 26.5 FT L x 12,5 FT W x 16' MAX,HEIGHT TYP> I I L 1 -1/8" X 1 -1/8" X 1/8" NELSON 1/2x2 1/8 "H4L" HEADED CONCRETE ANCHOR OR APPROVED EQUAL @ 2' O.C. 1 HP MOTOR (4) ANCHOR BOLTS EACH SIDE, ANCHORAGE DETA E A a • a 0 0J POWDER BOOTH ANCHO SCALE: 1/4" = 1' -0" #4 x 3" EMBED x 2 1/2" 2" COVER PROJECTION @ 24" O.C. CONTINUOUS SIMPSON "SET -XP" ADHESIVE PER MANUF'S INSTRUCTIONS POWDER COAT BOOTH L4x3x1/4 LLH x0' -3" HEX NUT & WASHER NEW CONC. CURB - -- 3/16 V2 6" SECTION SCALE: 3" = 1' -0" SEAL PL 1/4" X 4" 1 3/4" COL -MET RPB 1210 -20 POWDER BOOTH 31 FT L x 10,5 FT W x 10 FT H BOOTH WALL (4) ANCHOR BOLTS EACH SIDE, ANCHORAGE DETAILS SEE GE McNICHOLS MS -100 MOLDED SQUARE FIBER GLASS GRATING, OR APPORVED EQUAL L 1 -1/8" X 1 -1/8" X 1/8" NELSON 1/2x2 1/8 "H4L" HEADED CONCRETE ANCHOR OR APPROVED EQUAL @ 2' 0.0. w a > COL -MET POWDER RECLAIM FILTER LA 10 HP FAN UNIT INSTALL (4) ANCHOR AT BASE LOCATIONS PER MANUF, SEE SIM EXISTING CONCRETE FLOOR SLAB 5/8 "0 ASTM A193 THREADED ROD W/ 4" MINIMUM EMBEDMENT SIMPSON "SET -XP" ADHESIVE PER MANUF'S INSTRUCTIONS (ESR -2508) TYP> 4- #4 REBAR SECTION w 0 0) SCALE: 1 1/2" = 1' -0" S2 3" COVER TYP. NEW CONCRETE CURB (2 PLACES) WASH BOOTH COLLECTION TRENCH - PLAN io SCALE: 1/2" = 1' -0" S2 1/2"0 ATR W /3" EMBEDMENT x 3" PROTECTION @ 36" 0.0. SIMPSON "SET -XP" ADHESIVE INTO EXISTING CONCRETE EXISTING z CONCRETE SLAB Q A RE ViE O FOR CO E COMPLIANCE APPROVED AUG 0 3 NOS o9 - 090 City of Tukwila B UILDING fR IISION RECEIVED CITY OF TUKW1LA MAR 17 2009 PERMIT CENTER • - W z O F- F 0 0 M I W N LLJ co r � acn V ea Z 2 J Q Z in g g 00 T EISI JOB No 09 -036 S2 • I POWDER COAT SYSTEM ANCHOR SPACING Washer Stack Oven Stack 1 Current Building Ventilation Supply CFM 56,020 Exhaust CFM 56,020 Modification to Building Ventilation Oven CFM 1,000 exhaust Wash Booth CFM 5,670 GB- 220 -115 Fan 6,600 interlocked when wash booth is running. CFM Balance 70 CFM Stack to be painted to match building color LJONCRL W METAL Fl )FilN\ East Side Elevation Ind ustri 1773 Sh «.1 r(-' \\ A *1155 PH:(2O6)367 5 , 5 FAX:(2 ;1'6)363 -0653 1 Air Syst rns 15th Acv(. ® N.E. ric tO9O9O TITLE: DRAWN: 1SCLE: JOB NCI, /NAME: DWG NO,/NAME: UNIT DETAILS: Mapsco Installation IDATE: Roof framing Drawing FIEVIEWED FOR CODE COMPLIANCE APPROVE AUG 0 3 2009 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 17 2009 PERMIT CENTER 1REV: LIGHT FIXTURES TOTAL QTY. QTY) • FOUR TUBE 48" • 32 WATT FIXTURES MOUNTED BEHIND CLEAR TEMPERED GLASS PANES • "UL" RATED FOR THEIR INTENDED USE AND PLACEMENT • 120/277/1/60 • PQ) OPEN TYPE LIGHTS • (SQ) SEAL AND GASKETED LIGHTS INSIDE ACCESS 1 END VIEW Ogg .1 0 (J z PLAN VIEW BOOTH SHELL • 18 GA. GALV. STEEL SIDE ELEVATION . • .. . RECLAIM CARTRIDGE POWDER COLLECTOR QTY. UO).. • RECLAIM DRAWER QTY.}RY PER COLLECTOR • CFM CFM PER COLLECTOR • TCFM TOTAL CFM • CARTRIDGE FILTERS QTYCQR)TPER COLLECTOR • FINAL FILTERS QTY. l(N)_ PER COLLECTOR • SEE SHEERHT HTEOR MORE INFORMATION ON COLLECTOR ACCESS DOOR • 30" X 84" • (1) QTY DOOR • (2) HANDLES PER DOOR RECLAIM POWDER COLLECTOR CONTROL PANEL AND VFD • RIGHT SIDE MOUNT • UL LISTED DESCRIPTION DATE APPROVED COL -MET SPRAY BOOTHS ARE MFG. IN ACCORDANCE WITH NFPA -33. BOOTH WALLS & CEILING PANELS FABRICATED OF G -90, 18 GA. GALVANIZED STEEL IN ACCORDANCE WITH NFPA -33 CHAPTER 5.1.4. SEE ORDER ACKNOWLEDGEMENT FOR COMPLETE LIST OF PROVIDED STACK, AND OPTIONAL COMPONENTS. IMPORTANT NOTICE IN THE CONSTRUCTION OF THIS BOOTH THERE MAY BE POSSIBLE FIELD MODIFICATIONS BY THE INSTALLER. THESE MODIFICATIONS MAY INCLUDE, BUT NOT LIMITED TO: • WELDING • CUTTING • NOTCHING • DRILLING GENERAL NOTES: 1. WORK CHAMBER WILL BE BOLTED CONSTRUCTION WITH #5/16" BOLTS ON STANDARD 6" CENTERS. 2. WORK CHAMBER TO BE 18 GA. GALVANIZED UNPAINTED SHEET METAL EXCEPT AS NOTED. 3. ALL MOTOR CONTROLS SWITCHES, LIGHT LAMPS OR TUBES, INCLUDING CONNECTIONS TO EQUIPMENT TO BE FURNISHED AND INSTALLED BY CUSTOMER EXCEPT AS NOTED. 4. AMPLE AIR MAKEUP AND AIR SPACE WITHIN FRONT OF BOOTH MUST BE PROVIDED IN ORDER TO INSURE PROPER OPERATION OF BOOTH. 5. ALL LOCAL, CITY & STATE PERMITS AND INSURANCE APPROVAL TO BE OBTAINED BY CUSTOMER. 6. CUSTOMER TO FURNISH ROOF- PITCH, STACK QUAINTLY AND CONFIGURATION IF REQUIRED. For information on installation of the booth and components, please see our web site at www.colmetsb.com, click on "Resources" on the left side of the page, and then click on "Install Manual ". NOTES: 1. POWDER COATED WHITE JOB NO: pray L o ��� DRAWING VIEW: REVIEWED FOR CODE COW' PMiANCE APPROVE AUG 0 3 2069 City of Tukwila BUILDING DRoctIoMM RECEIVED CITY OF TUKWILA l"I A 7 2009 PERMIT CENTER tes are th 30B D WING_VIEW APPROVAL . .��� . , �., F ENW AOVA BY: APPROVAL_BY II drawings, sketches and /or specifications accompanying or attached to these qu f CoI -Met Spray Booths If the said quote(s) of CoI -Met Spray Booths are not accepted the said drawings et s hall be returned to Col-Met Spray Booths. All digital data is issued for DATE: APPROVAL DATE END USER: CL OP L) 0 0 (1) 0 0 3" 3" FA \ OU 10' EA R \G HI- VELOCITY STACK CAP EXHAUST STACK 10 "DIA. (MINIMUM), PROVIDED BY OTHERS SQUARE -TO -ROUND FITTING CL ROOF FLANGE & RAIN SKIRT EA 10' R OP \D V \I \G W DOOR SWING 13 1 " RECIC. AIR DISTRIBUTION DUCT 15' -10" CLEAR EIGHT REQ'D 4 CL SARA \C 10 — T rH{ R- CIRCULATI\ C FA\ OPERATING - v PERATUR ERV OCOUPL 5' OV 26' 26' A\ (52) 3x6 x3 "L \ OZZLES SET @ 2 "W (AVG.) 3000 FPV, YP. =L# \ I D. 1' -11" Approx. StacK C.L. V W RELEASE DATE S ELECTRICAL JU \ CTI O\ D BY IXf AAUST FA\ IV C 0 V A 0 I\ = W Stac A K RETUR AIR OP H I GH TEV C \ TER AS SHOW Dprox. C.L. \G FUEL SUPPLY CONNECTION, NATURAL GAS 2100 CFH (PROPA \E 840 C LECTRI CAL \ CLOSU R TROL PANEL — FIELD LOCAT U [1 v P. LI V T T \DER OP CAS THAI\ ERV °COUPLE NOZZLE DESCRIPTION: FILE LOCATION RECIRC. AIR NOZZLES COMBUSTION AIR FILTERS 6" TYP. 11' OVEN I.D. 12 — C000BUST10\ AIR FLOW 12' 1 R =V# REV S 0\ DATE b 090 BY BATC 0 \ SP C fI CAT 0 \So R- CIRCLLATI \ V OTOR =A\ EXH AL ST FAN VOTOR 86 - 11 . 0 CAPACITY GAS TRAIN SUPPLY GAS PR D R ES R 06LATOR (I R -0' 9 ) FU 16 EATING VALE EL CTRICAL S ERVICE ELECTRICAL CONTROL PA\ EL CONTROL OPTIONS ALTI TL D VAX. POWD ER LOADING v AX. SOLV oT LOA DING v I \IV L.v PRE—IGNITION PURL OP RATI NG T V P ERATUR WALL, ROOF, B.BOX PANELS O V= FLOOR EX AUST STACK /ROOF FLAB I\ G CL EAR WOR 1 OP \ING FIR E PROT ECTI0\ ACCESS LADDERS, P RSO\\EL GUAR VEZZA \I\ 3 RAILS ES, NOTES: 1) THE SAFETY STANDARD FOR INDUSTRIAL OVENS, NFPA 86, REQUIRES THIS OVEN BE LOCATED SO AS TO KEEP TEMPERATURES AT COMBUSTIBLE FLOORS, CEILINGS, AND WALLS BELOW 160 °F. EQUIPMENT OWNER AND END USER ARE RESPONSIBLE FOR THE RISKS ASSOCIATED WITH POTENTIAL EXPOSURE OF NEARBY COMBUSTIBLE SURFACES TO TEMPERATURES EXCEEDING 160°F, FOR AVOIDING THE OCCURRENCE OF SUCH EXPOSURE, AND FOR SATISFYING ALL LOCAL, NATIONAL AND OTHER APPLICABLE CODES. 2) PROPER OPERATIONAL CHECKS OF FLAME DETECTOR MUST BE MADE IF USED FOR 24 HR /DAY OPERATION. 3) REFER TO SAFETY LABEL ON CONTROL PANEL FOR FURTHER CONDITIONS OF USE OF THIS EQUIPMENT. RE \fE EO FOR CODE COMPLIANCE PHONED AUG 0 3 2009 City of Tukwila BUILDING NvIR1011 RELEASE IHFOR v1 ATI ON - OR: CO v1 V EN TS: PROCESSING NOT REVISION INFORV ATION RECEIVED CITY OF TUKWILA 17 2009 PERMIT CENTER SCALE: PLOT RATIO: A 21"FC, 1 SCFV @ 1.7" SP 10 P 1750 RPM, ODP GP —PLR 122, 1400 AC 1 P 1750 RPV, ODP M 1 "SP @70 °F 3.5 T. MAXO\ \P —I 2,100, 000 BTU/ r = ACTORY IV L TU A L, 1.5" 001 1 z - "W.C. 5 PSI ( BY or v ( 91019 AXIVU IRS UV 0 ) = u11 Flow) NATURAL GAS 1000 BTU. /CU or PROPA\ = T. 2500 BT J /CU.FT. 4609/30 /60 Z "UL" LIST ED STAC 1 KIT L ESS T A\ 1000 FT. 45 LB /BATC 0.63 GAL /BATC 12 V 1 \ UT IS @ 1400 C V EX AUST 450° 20 GA. ALUMI \IZ D OV R 6" INSULATION 000 PROVID & R00 ED BY RAPID, SPIRAL PIP = SEAL BY OT IRS 10'W x 10' x 251 L BY OT RC BY 0 RS APPROVAL DRAWINGS Please sign & return RAPIS COvSTOC E\ one Copy to: 1100 SEV K EERI \C VILE RD. \.W. PAS, VI 49321 Approvec by Company Name Date Please Return Approval Within 2 Working THIS DRAWING IN DESIGN AND DETAIL IS THE PROPERTY OF RAPID ENGINEERING, AND MUST NOT BE USED EXCEPT IN CONNECTION WITH OUR WORK. ALL THE RIGHTS OF DESIGN AND INVENTION ARE RESERVED BY RAPID ENGINEERING. COV STOC 1 PARK,V IC ERT 49321 DRAWN: CHECKED: DATE: So #: 09 DWG #: wo #: REVISION SHEET 01/ S DOORS A I-11 If-RS AR/ 01 A 11-R I 01 IN I[ DFD / DIP/ CI SPRAY *Al I GI ASS OH I IG I HPURI MUSF St CAM KI B/- I i I PANH OPI-NI G A D HX !UR/ *B00111 IS DFSIGNI-D AS A //ASO NCI OSURF- Y NO I I 11-NDF-D FOR US/ AS A PAIN I 80010 (20; ALUMINUM MESH INTAKE FILTERS (SEE NOTES) 9' 97 DOOR CLEAR 10' 4 ONT ELEVATI • r (ONE SET FILTER DOORS LATCHES AND HARDVIARE (SEE NOTES) i /1 TH 48" 4 TUBE FLUORESCENT LIGHT FIXTURES (10 S 0 INSIDE ACCESS) 120 / 60 / 1PH /SEE NOTES, SI r / 24' 10 1/8" Li] c4 �() cif] c4 LAN VIEW E ELEVATI U A/i IRv MOTOR: VAC LIGHTS 277/1160 VAC IF DIFFERENT, INDICATE BELOW I I VAC (MOTOR) I / VAC (LIGHTS) FILE NAME CHECK APPR. ISSUED s CONTRACT NO 28633 DRAWN 02/16/2009 D L_ P (ONE) SETS OF MOISTURE BAFFLES bo ono (1) 30' FANS 11/3 HP MOTORS 12,000 CFM @ 1/2" S. P I\ REVIEWED FOR CODE COMPLIANCE PPROVE AUG 0 3 2009 City of Tukwila BUILDING 3 DIVISION 0 i WB- 1.010 25 SB AP AT WHITE USTRIAL AIR SYSTEMS, 1 \C. WB 17,1C-25 SB SIZE FSCM NO B SCALE 1 : DWG NO WEIGHT RECEIVED CITY OF TUKW1LA NAR 172009 PERMIT CENTER VA i WB- 1010 -25 SB PAWING REV 0 SHEET 1 OF 1 tcm 12806 Possession Lane Edmonds, WA 98026 425- 742 -8104 425- 745 -4937 FAX Pi-o jectt Industrial Air Wash Booth By JRP Date: 2/11/09 Sheet 1 of 1 25' 8' 1 -1/8" x 1 -1/8" x 1/8" Angle w/ 2" Stud ©2' O.C. 6' 4 - #4 Rebar Section B -B New Concrete Curb rn Slope New Concrete Curb with #4 Rebar, 5" Dowel, Grade 40 or 60, 3" Embedment, Epoxied ® 2' O.C. and 1-#4 Horizontal Existing Concrete Floor Slab - aw sun" MO " DeIp-#1 Reber IT o C. ew 6 Waffle and ewe 8' 10' 8' Tranch 0.an B Slope A Section A -A EXPIRES 2/12/2011