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Permit D07-305 - JORGENSEN FORGE - FURNACE FOUNDATION
Cityf Tukwila Parcel No.: 0001600023 Address: 8531 EAST MARGINAL WY 5 TUKW Suite No: 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 Tenant: Name: JORGENSON FORGE Address: 8531 EAST MARGINAL WY S , TUKVVILA WA DEVELOPMENT PERMIT Owner: Name: JORGENSEN FORGE CORP Address: C/O DOUG JAMES , 8531 E MARGINAL WAYS 98108 Phone: Contact Person: Name: CHUCK LUCE Address: 8531 EAST MARGINAL WY S , TUKWILA WA 98108 Phone: 206 -357 -1078 Contractor: Name: OWNER AFFIDAVIT - PHILLIP GOSS Address: 8531 EAST MARGINAL WY S , TUKWILA WA 98108 Phone: Contractor License No: doc: IBC -10/06 * *continued on next page ** Permit Number: D07 -305 Issue Date: 08/24/2007 Permit Expires On: 02/20/2008 Expiration Date: DESCRIPTION OF WORK: EXCAVATE AND READY AREA FOR NEW FURNACE FOUNDATION, SET FORMS WITH NECESS ARY BOLTS AND .ANCHORS FOR NEW FORGE FURNACE PLACEMENT Value of Construction: $295,642.23 Fees Collected: $4,281.66 Type of Fire Protection: NONE International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0010 D07 -305 Printed: 08 -24 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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 Center Authorized Signature i,' ,1 1 � . , � � iJ •: _ _ Date: Et I hereby certify that I have read an governing this work will be complie 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 pgrf ance of work. I au rized to sign and obtain this development permit. Signature: � Date: t 2. 7 07 Print Name: doc: IBC-10/06 City a 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 a er .e.k.s Loce_ Permit Number: D07 -305 Issue Date: 08/24/2007 Permit Expires On: 02/20/2008 permit and know the same to be true and correct. All provisions of law and ordinances her specified herein or not. 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. D07 -305 Printed: 08 -24 -2007 Parcel No.: 0001600023 Address: Suite No: Tenant: doc: Cond -10/06 8531 EAST MARGINAL WY S TUKW JORGENSON FORGE 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 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -305 ISSUED 08/14/2007 08/24/2007 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 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. 4: The special inspections and verifications for concrete construction shall be required. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: 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. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431- 3670). 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, D07 -305 Printed: 08 -24 -2007 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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. * *continued on next page ** D07 -305 Printed: 08 -24 -2007 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 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 a tt4led vct Date: D07 -305 Printed: 08 -24 -2007 CITY OF TUKWIL - Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188. hltp: / /www. c i. tukwila. wa. us 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 ** King Co Assessor's Tax No.: 00 O o I G O - UO Z.3 - O9 Site Address: es 3 1 ' EAST /1(A G Ai SOUTH Suite Number: N �A Tenant Name: Jo (2 E tJS NS F �-vC . C k ArloN( New Tenant: D .... Yes Property Owners Name: . cop.. P 4 R..AT 1 O ,r•( Mailing Address: ' S31. E AST M A. RC1 N w/ So. Taw t A W A, 92 10 .?' - `w City State Zip r y _ Name: C t.A..c_..\L (—IA C„ Q. Day Telephone: (z cX) 3 s/ - 1(3-72? Mailing Address: 'S3( EAST AAA RG 1 t•.) pt_ w Akr Soul 1 - 1 L t LA L'-?A. ci Es l c - 4G I7S cit Slate Tip E-Mail Address: C LU GE Q 3a Q.- VEN SE 0 Fax Number: (. 3 5. 7 - 71 0. 15 Company Name: AN A to cE. A ME.IL1 c_AtJ Mailing Address: p.0.13 83x99 contact Person: G fLA S c LS A D E-Mail Address: °j r s 6.1-1 h e at,cx c . co yr Contractor Registration Number: ACV A MAC q ti 6 bt Floor. N /A Par - - for,, Cie. 9?2_$3 city • state ZIP Day Telephone: (So 3) 4 1 4 -1 S 900o Fax Number: (S o3) " 5 4 ( - 3o3 l Expiration Date: 0 (/• C y / O 0 . �� l�►t�,i�tnSt�, Company Name: K P FF Cq tJSL) LT 1 tJ V E t G 1 N E E. P.-S Se.g)Tr V. L (I L E R Mailing Address: 12 t 9c9.c t c i c. QV ca.. I S U j g0C> Ta-c.c4-1/4a.. Lfaik • 9 8 462_ City State Zip Contact Person: 3 O Q. S C/A I Qc_ -42. \ . Day Telephone: (? S ) 3.(.... - 0 1 So, E-Mail Address: s < AA1, Q cA" 42 -v1 @ k P F ‘_cs'.-c. w■a<.. wrr\ Fax Number. (ZS 59(..- - a 1 (..2_ M -t unite Company Name: K. P FP eo SV t_T -- F_ t`) v 11`) G;Tr 1LUE gLLR Mailing Address: Mot P p� t F i c ITV e_ 1 S u Lt's 0O TG Z 0wA. 2 WA , 9 g q Qty State Zip Contact Person: JO2 S " 2 :�- ° ■ Day Telephone: (Z G 39L - o tSc, E-Mail Address: S c f.( l a_C.+n..v∎ @ kP F F Co`n1 Fax Number: (Z S3) 3 - 0 1 G� Q. AppliatiooetFotma- Appfieetioec Oa Line13-2006 - Permit Appliiation.doe Revised: 9-2006 Page 1 of 6 , ...:`,•.:-.';.• ....., ,..-:-.. oiengstilk. . , '''',!•••,--,7.-ar,•..,...^.',.,'Z-Vd,,,,,,TE'r, .' ......;.... .. :-:',A1—: '''''''24,:-.4== ....,er, ,.. '," -,- 4,7=.a...2: .'"' .. ...,,4., ditotk ,...._ c.. ‘t -...,- ..[...;:!.-.- • '''''., ' ' . '..Ta'a ...,.. .— !,.. , , a.ritifellt „ ,::::".;:g11..„' —:: • • .r.s,,ts r,,,,,• -.‘,,-,. ..°_,...,... - -....rr'.. - ..... - 7 . - .... • • ' .r.. M ..,-.A. '''' U.., , -.. rf e•Li... ,.. ...T.:r7 .44 .Z.4.... . I t;•,:o. - ta,4, ,, '.ft.*,,U.t. ,..„,....- '''''''. *.., - X - 0'''''':;VM , I.:....'-..S.'.. ,'-,,:?r,Fer•- , -41-44=r-,...,*•• '7''''' ..,•-'''wk .E.7.1ar.r.i. r.c...,-....... • ..c. ' ...---"Q-.7 + -,4 •-- ....- 1 Ik • wi ...:, , ' -,-- , .. . ,-, s.i' •itt..,,t1 „..4,4-1 _,,,;:..,- Dab Valuation of Project (contractor's bid price): $ 2RS 61 . 23 Existing Building Valuation: $ 2-0S , 00 ' Scope of Work (please provide detailed information): PG /0(2.k.,-s IC(4<arj:a_ P , q,ti...e - A/N S e VVVS LA rt iV cot- Fo-rt p /et r Will there be new rack storage? 0.... Yes 4.No If yes, a separate permit and plan submittal will be required. PLANNING DIVISION: NJ /./k 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: Floor area of accessory 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: Compact Handicap: • Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers 0 Automatic Fire Alarm 1 None 0 Other(specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-112" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM N / o On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. QAApplicatloasTaims-AppGeatioas Oa Lim-13-2006 - Permit Applicatioa.doc Itevised: 9-2006 bh Page 2 of 6 A Scope of Work (please provide detailed information): Call before you Dig: 1- 800 -424 -5555 ,'',ti2`. _..._. ). .I sped, P1V --SOM Wiri fo . steselk ... Water District ❑ ...Tukwila D... Water District #125 ❑ .. Highline ❑ ...Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑... VaWue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided 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. Submitted with Application (mark boxes which apply): • ❑...Civil Plans (Maximum Paper Size -22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) . ❑ .. Maintenance Agreements) ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right - of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ,..Total Cut cubic yards 0.. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ....Traffic Control • ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation •. Domestic Water " ❑ ...Permanent Water Meter Size... WO 41 ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size fill WO # ❑ ...Sewer Main Extension Public ` Private _ ❑ ...Water Main Extension Public _ Private _ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Qty State Day Telephone: City State rip Q••MppliaiirosWo ns- Applications On Linei3- 2006 - Permit Application.doc Revised: 9-2006 bb ❑ . Right -of -way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑...Deduct Water Meter Size Page 3 of 6 i, a' t , `Y ;. Futnace<100K BTU -.. -° :p ';-t Air Handling Unit >10,000 CFM e #a .. T F � �" aG. - : . - x.. •, 0-3 HP /100,000 BTU '. Fire. Damper Furnacv100K BTU Evaporator Cooler Diffuser . 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP /1,750,000 BTU Appliance Vent • Hood and Duct Emergency . Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment . ' Air Handling Unit <10,000 CFM Incinerator — Comm/1nd MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City state Contact Person: Day Telephone: E-Mail Address: Fax Number: Contractor Registration Number. Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Use Residential: . New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric 0 Gas ....❑ Indicate type of mechanical work being installed and the quantity below: QMyplicationaorms-App[iwtion On lineU -2006 -Permit Applkuion.doc Reviled: 9 -2006 eh Other: Page 4 of 6 -.. Nlit. I-}EF''" "c. i{, Bathtub or combination bath/shower Af i l i. { Drinking fountain or water cooler (per head) „3 Y 1 lama. � 8' . . � ` a Gas piping o utlets � 5 : Wash fountain . • Bidet Food -waste grinder, commercial Receptor, indirect waste . Clothes washer; domestic Floor drain Sinks Dental unit, cuspidor - Shower, single head trap Urinals Dishwasher, domestic, . with independent drain Lavatory . Water Closet . Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors . Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GA'? Company Name: Mailing Address: ING CONTRACTOR INFORMATION r "•► S `ro t~te- 2 S31 EA T MARGItJ/:C.. Contact Person: C In u� LI,t CQ� E-Mail Address: C. (U c e. (? do rso, of 3 Q. C a i Contractor Registration Number: N/A QMpplics is s\Ponms- Appliumn On U41.3-2006 - Permit Appliatioo.doe Revised: 9 -2006 bh Valuation of Plumbing work (contractor's bid price): $ ' - Valuation of Gas Piping work (contractor's bid price): $ Scope,of Work (please provide detailed information h e w Ca C" c - wQC -Q. Building Use (per Intl Building Co Occupancy (per Intl Building . • ): Utility Purveyor Water: 3 -o °O ex si--; ' Indicate type of plumbing fnctnres and/or gas piping outlets being installed and the quantity below: Tc,..,kwt Imo. wA. gTsio8 City State Zip DayT ,,one: (ZoC.) 3S7 - to Number: ("2-0‘) 3S1 (675 Expiration Date: N/A Sewer. C jGS p wvi --1- Nod vie c v ..� d 1 r 4Ae ikcA --o based 01. t4eC vtica( v►1 re a[sO. Page 5 of 6 Value of Construction — In all cases, a value of construction amount should be entered by the applicant This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT_ Signature: + Print Name: W AY K e Mailing Address: $SS\ E. A r tZG 1 u•1 &L W Ay SO UTH Date Application Accepted: d-1 M--07 QMpplicatiansWorins-Applicaioms Oa _2036_ Permit ,pp Revised: 9-2006 6h Date: O I`L / - t - ca Day Telephone: ( c) 3 S 7 - (0 7 Tcw t 1 c.. wA. 9 i81 "(6R air stac tip Date Application Expires: Staff Initials: Page 6 of 6 Receipt No.: R07 -01701 Payee: JORGENSEN FORGE CORP ACCOUNT ITEM LIST: Description doc: Receipt -06 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 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 000/322.100 000/345.830 000/386.904 RECEIPT Parcel No.: 0001600023 Permit Number: D07 -305 Address: 8531 EAST MARGINAL WY S TUICW Status: PENDING Suite No: Applied Date: 08/14/2007 Applicant: JORGENSON FORGE Issue Date: Initials: WER Payment Date: 08/14/2007 02:31 PM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 41311 4,281.66 Account Code Current Pmts Payment Amount: 84,281.66 2,592.22 1,684.94 4.50 Total: $4,281.66 1550 08/14 Q710 TOTAL 4425.65 Printed: 08 -14 -2007 COMMENTS: Type of Inspection: /I //,1 -( 41 o`r n 6 r-,'tiA-J J Address: R531 EAs►I 1tAg6 -( WA Date Called: Special Instructions: / C 414 u P J P -e <.r-, /J 4 ,S ,D e —7 , '1 f l ° it (e fe- ./‘4-1 c-JA e_.." Requester: 4--p .. e-"c,. Phone No: ' 10(o' 730 -2.40ori us9 & 6 SW_. , ., ,„_ 7 .--- (-0 ,-- . f ,..,.., .,m----1.)- . / A Project: j orreM J -co rGk.- Type of Inspection: /I //,1 -( 41 o`r n 6 r-,'tiA-J J Address: R531 EAs►I 1tAg6 -( WA Date Called: Special Instructions: / Date Wanted: 2 'l� -Q1( / ------' �,rrs. p.m. Requester: Phone No: ' 10(o' 730 -2.40ori CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspector: ti A. Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. Approved per applicable codes. ❑ Corrections required prior to approval. .58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: IDate: 007-3d5 COMMENTS: p Sr r0 . f r , ) n £r re r$or A (l)nii 0A -) J O I Om S tr c:i i ) n ` - _V 1 „it, t, 'fir `, f _ , Date Called: A j A 5 , c_A ei f a., .( 1-, "k Al, ii-, t. _C W . c 10c Li ./\ A � ie-c'. Date Wanted: 1 2S - c)3' n 4 (Ain S Ai A7 D 3 AI - ..L5 £ C' --`/ -/- M— 7 7 v p 0: r Ai • t £ i err , c A `7v kikLj e.) c)r N b C Pl4 d ) . ..� " Are/ Fc o ,-' .� � . - �r LI u -. z.4-- . - 4 , 34 (A-f( SA7 !,- E Al t . . ti Project: Type f Inspection: h Ai ik 6 S Address: S3 ( E. itiA f•ilivI L Date Called: Special Instructions: Date Wanted: 1 2S - c)3' a Requester: Phon I; /4 —'73 0 - 76 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206)431 -367 ❑ Approved per applicable codes. Inspect /_ k1 Corrections required prior to approval. El $58.00 REINSPECTION FEE REdUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: !Date: D 7 -"3 ©5 Dater 1 �j Protect: <::::joro fii/SO/V Type of Inspection: c / / # J ! o Add ss: ;ins < 3 1 l /!5 / r24 •r j, v/l Called: Special Instructions: Date Wanted:, cam - — / p.m. Requester: Phone No: 5- 0K -- 2 27 Inspector: 58 2- INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION r.,, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: R Ceipt No.: (%i ice5 1716 t 'Date: /DO7- $d PERMIT NO. kit 0 REINSPECTION FE REQUIREb. Prior to inspection. fee must be p - d at 6300 Southcenter Bl d.. Suite 100. Call the schedule reinspection. 1:71: r0)ENSD/v Type of Ins ection: � oi/Ai (O Ad46S3 / 11,04 [ Date Called: Special Instructions: Date anted: Cali �/ - p.m. Requester: Phone No C9 06 - 730 -260 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: P eipt No.: INSPECTION RECORD Retain a copy with permit a/ Z._ /es REINSPECTION FE at 6300 Southcenter B JORGENSEN FORGE CORPORATION ALUMINUM • TITANIUM • SPECIALTY STEEL CHARLES H. LUCE Project Engineer (206) 762 -1100 ext. 189 8531 East Marginal Way South Cell: (206) 730 -2607 Seattle, WA 98108 -4018 Fax: (206) 762 -5414 1 -800- 231 -5382 E -Mail: cluce@jorgensenforge.com www.jorgensenforge.com AN 150 9001:2000 COMPANY (Date: 007-505 5 PERMIT NO. 3 / -0 7 (206)431 -3670 REQUI . Prior to inspection. fee must be d.. Suite 100. Call the schedule reinspection. g a4, 74ere 7 r ve RECEIVED iT' 17 2007 N PUE T IS a G* S 6v 0.-At a f /ea5e e fit, ca/ 1202 East "D" Street, Suite 101, Tacoma, WA 98421 www.ctlwa.com Telephone (253) 383 -8778 "a r.. = Facsimile (253) 383 -2231 CONCRETE (4x8) CYLINDER [ASTM C-39 / AASHTO T-22] CONCRETE INSPECTION & TEST REPORT 1 °' I T 1 1 1 «]ENT Jorgensen Forge - DATE OF INSPECTION Aug. 20, 2007 P ROJECT TITLE A ,. FURNACE FOOTING WADING PERMIT NO. D07 -305 N/A 8531 E. Marginal Way. South, Seattle REPORT NUMBER 01 Advanced American Construction N 3196 ENO. WOIIK N/A ia CONTRACTOR N/A '°' ORDER o. N/A N/A "'I N/A OHM 1 Yes I Yes - See field inspection report for information on forms and reinforcement steel placement. Truck Chute,, Vibration GLACIER ' D ESTMA1ED OF 5 YARS) PIACED YRD/S Furnace car puller foundation slab. NE corner of slab. 8 5.1 1 a I /II 1 M N/A 3/ " SLUMP ( 6 AIRY. N/A : MIX # 0941 FLYASH i Amma 120 lbs. /yds ii j N/A "" u"R N/A ADVA ! 20 ozs. /yds _ E CONCRETE SP NUMBER 76 of TEm I R 95 i OF MI L 632 WEATHER Indoors 4 - 13: 15 ; HR /Ill:: grr 118974 Q DA' "" 4000 PSI CYL. NO. LAB NO. DATE TESTED AGE AREA DIMENSIONS 1 PSI STRENGTH IA 7 -4360 Aug. 27, 2007 7 12.56 in 4" x 8" 3780 16 7 -4361 Sept. 17, 2007 ; 28 : 12.56 in ; " 6110 1C i 7 -4362 28 i a in ; 6140 1^ i 7 -4363 HOLD H in ; a NOTE: FIELD TESTS ASTM C -31, C -143, C -231 & C -1064 (if applicable). FIELD TESTS AASTHO T -23, T -119, T -141, T -152 & T -309. FIELD N/A 1 RESULT (S) STATUS 1 SYMBOL CODE - O Al Fuld Cured �I w 2 Destroyed or Damoged In Field ® A l Information Not rraviere • L Shear Fai/ "re ® N Client i Request ❑ N BreaR 1n AM , 00 FORMS RED .. .. .. OFFICE REMARKS N/A N/A D RECD Di IA8. Aug. 21, 2007 RECD IN IR BY: Bob /Dave INSPECTOR j E. Gann / caa byviewed D. Smith REPORT SHALL NOT SE REPRODUCED EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF THE LABORATORY (rv. 10.19 40). REPORT PERTAINS ONLY TO THE MATERIAL TESTED (r•v. 02 -0402) CONSTRUCTION TESTING LABORATORIES, INC. CONSTRUCTION TESTING LABORATORIES, INC. CIJENT ACT TIRE =SITE ADDRESS CONTRACTOR FI ELD, ° EMARKS:€ FR Jorgensen Forge FURNACE FOOTING 8531 E. Marginal Way. South, Seattle Advanced American Construction w, N/A ...:;,, - N/A PontiuSE moot No. _ - . N/A �� y';.,.Drio n�To N/A BUILDING PERMIT D07 -305 1 arrived on the jobsite to perform special Inspection and/or field testing for today's scheduled reinforcing steel inspection. Testing performed as follows: As requested, 1 inspected the reinforcing steel tied in place throughout the furnace foundation. The reinforcing steel around the furnace column footing at grid line 10.2 will need to be adjusted as will the rebar at furnace column footing at grid line 10.8 to ensure required clearances. Prior to concrete placement clearances will need to be verified. All other reinforcing steel is Grade -60, clean, properly placed and lap spliced to conform to approved job site plans. N/A *kiiii4oi'CONCiftioii w* OVERCAST PARTLY CLOUDY INDOOR JS) COVERED AREA 3 TEMPERATURE / TIME °' 100 of 11:00 N/A N/A 4. TIME BOX STARTTIME 3 _ 4 Prmn treE'4 ' N/A N/A N/A y N/A DATE RECD: 08 - - FIELD INSPECTInN REPORT PROFILE / F.DeLEON / cc: MAIL DIST.LIST 1202 East "D" Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 DATE OF INSPECTION REPORT RUNNER II PROJECT NUMBER Aug. 27, 2007 03 3196 :414SPEC OR & canal . EVIEWED SY D.Smith /L.Detterich REPORT ONAU. NOT SE REPRODUCED EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF CONST. TESTING LAB, INC. (tee. 074544) REPORT PERTAINS ONLY TO THE MATERIAL TESTED (rev. 01,23.2000 s 1202 East "D" Street, Suite 101, Tacoma, WA 98421 www.ctlwa.com Telephone (253) 383 -8778 Facsimile (253) 383 -2231 CONCRETE (4x8) CYLINDER [ASTM C -39 / AASHTO T -221 ' CONCRETE INSPECTION & TEST REPORT 4 , A 1 T I 1 Jorgensen Forge DATE OF 'INSPECTION ON Aug. 28, 2007 FURNACE FOOTING BOaDING PERMIT NO. D07 -305 N/A 8531 E. Marginal Way. South, Seattle R RT 04 American Construction "`°NCT NUMBER 3196 _ Advanced ORDER WORIC O N/A N/A O RS N/A '°' N/A I .0. NO. N/A Yes DID Yes See field inspection report for information on forms and reinforcement steel placement. Pump Truck ,, ' Vibration GLACIER ESTIMATED Of 70 i YARD(S) PLACED 1 YRDSS Furnace foundation footing. SW corner. CEMENT MIX DATA 6.5 1 I /II ' AR N/A 3 / " SLUMP f 61/2" A N/A I %D MIX# 3424 ADZ E 100XR Al t 10 ozs. /yds AD N/A A z ""T N/A ADVA j 30 ozs. /yds 4 COMMIE TEMPERATURE SPEa 73 D 5 , A 73 OF R „ ' 655 „ Clear - 4 - 13:10 HR 121495 E 4000 .=r NUM CYL. NO. LAB NO. DATE TESTED AGE AREA DIMENSIONS PSI STRENGTH 2A 7-4536 Sept. 4, 2007 7 12.56 in 4" x 8" 6390 2B 7 -4537 Sept. 25, 2007 28 12.56 in " 8650 2C 7 -4538 a 28 " in 8720 2n 7-4539 HOLD H in2 NOTE: FIELD TESTS ASTM C -3 C -143 C-231. & C -1064 if a • • licable . FIELD TESTS AASTHO T -23 T -119 T-141 T -152 & T -309. FIELD ARKS REM N/A 1 RESULT (S) STATUS `1 SYMBOL CODE = O N� Fuld Cured L Destroyed or Damaged ed In Fkld Information Not Provided ■ • N Shear Failure ■ Client's t Request Break In AM ! fir FORMS REMARKS MAR _.. N/A .ka OFFICE N/A fi DATE RECD IN LA a Aug. 29, 2007 RECO IN UBBYI Bob/Dave INSPECTOR E. Gann /caa Reviewed b D. Smith I REPORT SHALL NOT RE REPRODUCED EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF THE LABORATORY (rev. 10- 10.00). REPORT PERTAINS ONLY TO THE MATERIAL TESTED (rev. 02.04-02) CONSTRUCTION TESTING LABORATORIES, IN CONSTRUCTION TESTING LABORATORIES, INC. FR Jorgensen Forge PROJECT FURNACE FOOTING MTLE ,IDS 8531 E. Marginal Way. South, Seattle Advanced American Construction CLIENT wom ORDER No. -.. PIS. D07 -305 1 arrived on the jobsite to perform special Inspection and/or field testing for today's scheduled concrete placements. Testing performed as follows: The contractor placed approximately 70 yds. concrete (6.5 sack cement mix, 4000 PSI, mix #3424) for the furnace foundation footing. The reinforcing steel (after minor adjustments to ensure required clearances) is Grade -60, clean, properly placed and lap spliced to conform to approved jobsite plans. The concrete has been placed at a slump ranging between 51/2" to 6" throughout today's place- ments. 1 cast one set of four each 4" x 8" concrete cylinders for compressive strength test, to represent today's placements. See today's test report (to follow) for results. 4 DATE OF R SPECTION REPORT - NUMBER PROJECT NUMBER Test specimens cast today is stored in an insulated curing box for proper initial curing at the jobsite. 1 ' WEATHER Daemon PARTLY CLOUDY CLOUDY FOGGY N/A I , .... N/A F INDOOR JS) COVERED AREA 1 OTHERS) 4 j'TEM►ERAwRE / HME ;.4 .. 72 oF 12 :30 N/A v @ N/A .� - 7IME BOX ORDER N0. ;START,UMELL1 , , , :1 fR85N TIME N/A y N/A N/A „ N/A DATE RECD: 08 -29 -07 FIELD INSPECTv' I REPORT PROFILE / F.DeLEON / a: MAIL DIST.LIST 1202 East "D" Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 N/A Aug. 28, 2007 04 3196 INSPECTOR E. N/A l REVIEWED s Y l with /L.Detterich REPORT SHALL NOT BE REPRODUCED EXCEPT RI FULL, WITHOUT THE WRITTEN APPROVAL OF CONST. TESTING LAB, INC. (rev. 07.1594). REPORT PERTAINS ONLY TO THE MATERIAL TESTED (rev. 01. 27.2000 • CONSTRUCTION TESTING LABORATORIES,INC. BENT Jorgensen Forge MMJECT FURNACE FOOTING PROJECT ADDRESS 8531 E. Marginal Way. South, Seattle R ,„„,, R Advanced American Construction 1 CONCRETE SPECIMEN ( S) Date specimen(s) cast: 08 -28 -07 FIELQ . FIELD CONCRETE I AMBIENT N/A SPECIMEN (5) DELIVERED and /or PICKED UP INSPECTOR ' ANSPORT E 4 ` ..: 4" x 8" Concrete cylinders OIL/AC: SPECIMEN (Si Date specimen(s) obtained: N/A E. Gann / caa 1202 East "D" Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 www.ctlwa.com DATE SPECIMEN (B) DELIVERED 10 CTL REPORT NUMBER PROJECT NUMBER I ncrete specimens cast above were stored in on insulated curing box for proper initial curintat the Job sl Concrete ambient temperature (in curing box) at the time of pick up = N/A °F High Temp. = N/A °F Low Temp. = N/A of WORD: DOCUMENT / FIELD SAMPI " ^K -UP REPORT PROFILE / C. Albright / cc: FILE & MAIL DIST. LIST 08 -29 -07 05 3196 REPORT SHALL NOT RE REPROOUCED EXCEPT TN FULL, WITHOUT THE WRITTEN APPROVAL OF CONSTRUCTION TESTING LAB, INC. (rev. 07- 15-04). REPORT PERTAINS ONLY TO THE MATERIAL TESTED (rev. 52 -04 -02) Consulting Engineers ineers DATE: TO: August 22, 2007 p --, r . . Alan Johennsen, City of Tukwila Comrrfunity Development De Permit Center FROM: Scott Kuebler, SE SUBJECT. Jorgenson Forge Furnace Foundation City of Tukwila Permit Number D07 -305 • Title of Special Inspection Schedule: L • Notes section titled "GENERAL ", paragraph titled "Design Code ": EXPIRES 08/27/ oe. O OTh 305 MEMORANDUM FILE COPY \ Permit No. pt. WI • REVIEWED FOR CODE COMPLIANCE - APPROVED C i AUG 2 3 2007 - Of Tukwila A. : D :�_ ON This memorandum is in response to a letter sent to Jorgensen Forge fro above project. Plans submitted for permit review indicate that the structural design of the pro- ject conforms to the requirements of the 2003 International Building Code (IBC). The City of Tukwila is now under the 2006 IBC. I am authorizing the City Building Department to redline sheet S1 as follows: Replace with the following: "Design Code: All design and construction shall con- form to the requirements of the International Building Code, 2006 Edition" Replace with the following: "SPECIAL INSPECTION SCHEDULE, ESTAB- LISHED PER 2006 IBC SECTION 109 & CHAPTER 17" CORRFSTION LTR # 1201 Pacific Avenue, Suite 800, Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 Seattle Tacoma Lacey Portland San Francisco Sacramento Los Angeles Long Beach Irvine San Diego Phoenix Denver St Louis RECEWWED AUG 2 2 , ERMiT GENTEI t JORGENSEN tORGE CORP. Proposal to: FILE COPY rho. Seattle, WA, USA FORGING CAR BOTTOM FURNACE 15' -0" W x 22' -0" L x 4' -5' H Including Bloom Regenerative Combustion System REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 3 2007 Proposal No. 7727 R3 February 20 2007 MiNUTEC l BICKLEY Carr. Saltillo — Monterrey No. 100 (Km. 62.5) Santa Catarina, NL 66359, Mexico Tel. +52- 8141510800 Fax. +524143169599 P.O. Box 369 Bensalem, PA, 19020 USA Tel. +1- 215438 -4500 www.nutecbickley.com FR-VE-01 3/rev. 1 RECEIVEL AUG 14 2007 `")►` 3OS PERMIT CEN1 tr, r SECTION 1 GENERAL FURNACE SPECIFICATIONS SECTION 4 PURCHASER RESPONSIBILITIES SECTION 5 DELIVERY, TERMS AND CONDITIONS OF PAYMENT SECTION 6 TERMS AND CONDITIONS SECTION 7 ACCEPTANCE TABLE OF CONTENTS Jorgensen Forge Corporation Proposal No. 7727 R3 1 2 2 SECTION 2 5 FURNACE TECHNICAL DESCRIPTION 5 COMBUSTION SYSTEM 8 SAFETY SYSTEM 8 INSTRUMENTATION 9 ELECTRICAL 9 PAINTING 10 FOUNDATIONS 10 SPARE PARTS 10 SECTION 3 11 SELLER'S SCOPE OF SUPPLY 11 13 13 15 15 17 17 20 20 FR -VE- 013 /rev. 1 CONCEPT Product Type of Furnace Number of cars Car Toad dimensions. Furnace inside dimensions Type of burners Heating concept SECTION 1 GENERAL FURNACE SPECIFICATIONS The NUTEC BICKLEY furnace, insulated with our "Ceramic fiber Jointless Modules (US Patent No. 6,422,862 B1) ", has been designed for the heating of steel ingots prior to the forging process. The general specifications are: Furnace overall width Load Capacity per cycle (Product). Load Capacity per cycle (Piers). Number of piers Normal operation temperature Maximum operating temperature Combustion system Design heating rate Number of temperature Control Zones Ignition system Jorgensen Forge Corporation Proposal No. 7727 R3 2 DESCRIPTION G J: Carbon steel Ingots 0 Car -bottom batch Furnace. 1 22 Ft long x 15 Ft wide x 4.42 Ft height 24 Ft long x 16.5 Ft wide x 10.5 Ft height 25' — 7 3/4" 80,000 Lb 42,000 Lb 7 (By customer) 2,250 °F 2,400 °F Regenerative (1 pair of burners) Bloom Regenerative burners Ultra Low NOx 2 burners located in the Top of the rear wall, and 6 exhaust ports located in the sides slightly above the viers level. 440 °F /hr with mentioned load (122,000 Lbs of steel) 1 Automatic Automatic (direct spark) FR -VE- 013 /rev. 1 Installed Burner Capacity (input) Number of doors. Door opening system Door sealing system Fuel Furnace pressure control Insulation system Furnace loading /unloading system Car moving system Car insulation ,ved Dt I r eirmeke briWcs 6 f?(acc1 144/17 Jorgensen Forge Corporation Proposal No. 7727 R3 3 17.4 mm Btu /hr 1 Vertical lift system with 1 p /k ty td pneumatic cylinder. Four (4) pneumatic cylinders Natural Gas. Included via 2 motorized High Temp. Louver type Ceramic Dampers - Roof & door: Ceramic fiber Jointless Modules (US Patent No. 6,422,862 B1). 12 inches,13 # /cf density - All walls (From the deck level to 36" height): 6" of hard bricks + 4.5" of IFB + 2.5" of block insulation - Side Walls (from 36" height to the topj: Ceramic fiber Jointless M Modules (US Patent No. 6,422,862 B1), 12" thickness and 13# /cf density. - Rear Wall (From 36" height to the top): 9" of T26 IFB + 1.5" of block insulation - Sides exhaust collectors: With Ceramic fiber Jointless Modules (US Patent No. 6,422,862 B1), 8" thickness and 13# /cf density. By customer Rails and a traction sprocket box with gear -motor system and triple chain fitted at the car - Perimeter: Hard bricks on the hot face and insulating firebricks on the cold face FR -VE -013 /rev. 1 r Temperature Control Jorgensen Forge Corporation Proposal No. 7727 R3 4 - Center: Hard Castable on the hot face and insulating firebricks on the cold face. Automatic, Manual with PLC Allen Bradley SLC505 with 1000 OIT panel View. Temperature uniformity +/- 25 ° F During the soak time Norms NFPA86 — FM — NEC Power supply 440V, 3 phase, 60 Hz. FR -VE- 013 /rev. 1 SECTION 2 FURNACE TECHNICAL DESCRIPTION FEATURES OF FURNACE DESIGN The Nutec Bickley design integrates the latest concepts that makes it one of the most modern equipment for the Heating process of steel billets prior to Forging. • Advanced technology with the use of Bloom regenerative combustion system to improve the optimum fuel consumption in the heating process prior to forging. • Using of 3 exhaust ports per side wall at slightly above the piers level to force the 20% of the POC towards the car hearth. This system will achieve the uniform heating of the bottom side of the product. • Furnace insulation using Nutec Bickley patented JointlessTM ceramic fiber modules to protect against contamination and provide low maintenance (US Patent No. 6,422,862 B1). This insulation system allows to precisely insulate furnace walls, roof and door with a one - piece continuous construction that is completely free of joints. The end result eliminate possibilities of hot spots, less shrinkage and longer service life. • Control system consisting of Allan Bradley PLC with Pane[view interface which allows precise automatic control of heating, output for control zone and actual temperature recorder. • High limit temperature controller to protect the furnace insulation from overheating. • Solid flame safety system for each burner. • An internal pressure control system to improve process stability (cordierite multi louver dampers with silicon carbide shaft). FURNACE STRUCTURE AND INSULATION The Furnace shell consists of 5/8" expanded metal sheet (For sections insulated with ceramic fiber) and carbon steel plate (For sections insulated with castable & bricks), both supported with structural steel buckstays. Ceramic Fiber with 13 Ib /ft density with 12" thickness will be used with JointlessTM ceramic fiber modules system for complete roof and door insulation. The insulation for the 3 walls will be as follow: • From the furnace deck level to 36" height, the 3 walls will be insulated with 6" of Hard bricks in contact with the hot face, and 4.5" of insulating firebricks w/ block insulation as a back up material for complete insulation. This system includes the required ceramic fiber expansion joints. • From the 36" above mentioned to the roof level, the side walls will be insulated with twelve (12 ") thick of ceramic fiber, using our Jointless system with 13 Lb /ft3 density. • The rear wall, from the 36" above mentioned to the roof level, will be insulated with 9" of insulating firebrick in contact with the hot face and 1.5" of block insulation as a back up material for complete insulation. • Furnace as exhaust collectors will be insulated with eight (8 ") thick of ceramic fiber, using our Jointless system with 13 Lb /ft3 density. Jorgensen Forge Corporation Proposal No. 7727 R3 FR -VE- 013 /rev. 1 5 The bench of the furnace will be constructed with hard bricks and insulating firebrick, with vertical shape with the car. A interlocking system will be supplied to prevent car movement from damaging the rear bench / wall. and door. Car wheel (last one) will be sensed with photoeve sensors at floor level. Once the last car wheel has reached its final position, car seals and door closing / clamping will be activated. The furnace car seal is done through a mechanical and pneumatic system that lifts up a steel channel with a soft insulating system attached (ceramic fiber modules), which seals once the car is completelly inside the furnace to avoid gases exit. A mechanism will be included to spin the channel 90 deg to let fall the accumulated scale in the fiber seal (every time car is moved). One (1) ladder will be provided to the top of the furnace for dampers maintenance purposes. LOAD CAR According to exhaust ports design, 7 support piers are required at 3.4' centers. Piers will be supplied by customer. The Toad car will consist of carbon steel plate and completely reinforced with structural steel members. The car will include (14) single -flange forged steel wheels, tapered roller bearings, and stub axles. On the perimeter, 2 rows of hard firebricks (9 ") will be installed on the hot face followed by 9" of insulating firebricks as a backup material for complete insulation. On the center, 6" inches of hard castable will be installed on the hot face followed by 3" of hardbricks and 9" of insulating firebricks as a backup material for complete car floor insulation. This system will include ceramic fiber expansion joints. All refractory materials and ceramic fiber for expansion joints will be supplied by Seller, including labor and required tooling for installation. The car will ride on steel rails for traveling in and out of the furnace. The car movement operation will be done by a similar design as the existing car moving system using a "traction sprockets box" with shafts, bearings and a gearmotor system all located in a pit. and one system of 100 triple chains to move the car in-out of the furnace. Car movements will be done by one button station located in control panel. When the car is outside the furnace. it will be able to go at least 3 ft further away from the door, so you can have free access to inside the furnace without the car blocking the entrance The Furnace will have sufficient rail trackage for one (1) car- one (1) door shuttle operation. Installation and leveling of steel rails will be included in seller scope of supply. Complete foundation for the rails, will be supplied by the purchaser in accordance with engineering drawings supplied by seller. Jorgensen Forge Corporation Proposal No. 7727 R3 6 FR -VE- 013 /rev. 1 FURNACE DOOR A pneumatic pushbutton - controlled door moving equipment is supplied for the vertical lift type door. A pneumatic Piston system, sprockets, lifting chains, and machined parts are supplied by by Nutec Bickley. The door can be held in the raised position with safety locks (when this is required for maintenance purposes). Micro - switches will be provided for the door system (open position and close position). The furnace will have four (4) pneumatic cylinders to perform the door sealing operation automatically. Once door is in closed position, the cylinders will operate to do the positive seal. When door opening is required, the cylinders will work at opposite way to leave the door free for the motion. GASES EXHAUST The 20% of combustion products will be exhausted by natural draft through six (6) ports located in the side walls (3 ports per side) of the furnace and at bottom level. With this system, combustion gases will be pulled from the top of the furnace to the bottom level through the complete load. Two (2) insulated exhaust collectors with stub stack will be supplied, one on each side of the furnace. Each collector with its stub stack will be fabricated with 8" thick of ceramic fiber, using our "macromodulo joint -less system" with 13 Ib /ft3 density. The exhaust ducts (stub stacks) will have 3' -0" as maximum height above furnace roof level, and each will include a multi louver type damper for automatic control of the furnace pressure. A 16" diameter carbon steel exhaust duct connected to the outlet of the exhaust fan will be supplied including external insulation, and it will continue up to about same height as pressure control dampers. The ductwork required for the exhaust of combustion gases to the outside of the building will be the purchaser's responsibility, including roof/wall openings, flashing, and sealing for the exhaust stacks. PRESSURE CONTROL Furnace pressure will be controlled via a transmitter that measures internal pressure and sends a signal to the PLC that compares actual pressure against required pressure. In turn, it transmits a signal to the actuators motors in the 2 flues to adjust the dampers for automatic control of the furnace pressure. The 2 dampers will be a mufti- louver type as mentioned. The louvers will be made of cordierite, and will include three Siliconized silicon carbide shafts connected to an actuator motor. This system offers the following advantages: • Improved linear response against pressure changes • Less torque to the actuator motor • Less maintenance Jorgensen Forge Corporation Proposal No. 7727 R3 7 FR -VE- 013 /rev. 1 (• COMBUSTION SYSTEM The proposal includes the supply of a complete Regenerative combustion system designed and manufactured by Bloom Engineering Co. The system uses 2 regenerative burners 1150 -150 Ultra Low NOx, and each burner is complete with -200 size media case, all carbon steel and 3267 pounds of 'A inch ball media. The 2 burners are positioned in the rear wall to heat over the load in a regenerative system. The system is arranged in 1 temperature control zone to provide required temperature uniformity. The combustion system of the furnace is designed to use natural gas with an instantaneous burner input of 17.4 mm BTU /hr. The combustion system includes all the required equipment for: • First stage air control (pressure transmitter, orifice and motorized valve) • Second stage air control (pressure transmitter, orifice and motorized valve for temperature and air /gas ratio control) • Pneumatic cyclic valves for first stage air, second stage air, main gas, pilot gas, and exhaust system • POC exhaust control (pressure transmitter and motorized valve) • Main gas control (pressure transmitter, orifice and motorized valve for temperature and air /gas ratio control) • Gas train and safety system • Burner UV and UV purge air equipment • Burner pilot equipment and main pilot gas train • Combustion air fan • Exhaust fan The combustion system will be controlled by the PLC Allen Bradley SLC505. SAFETY SYSTEM The furnace includes the required safety equipment for a regenerative burner system. The safety equipment will be designed and supplied according to Bloom combustion engineering. The system includes: • Combustion air pressure switch • Exhaust fan diff. Pressure switch • Low and high main gas pressure switches • Low and high pilot gas pressure switches • Main gas safety train (2 automatic reset shutoff valves and vent valve) In additional to the main safety shutoff system, over - temperature protection will be provided. If the temperature exceeds a pre - designed maximum set - point, the safety shut -off valves will automatically close. The furnace will not be able to operate until all the safety requirements have been satisfied, i.e. the switches that detect high and low fuel and low air pressure, as well as the completion of the purge cycle in order to allow the opening of the solenoid safety shutoff valve. Each burner will have one flame failure system, which will consist of one solid state flame relay, solenoid valve and UV detector. In the event of flame failure to a burner, the system will activate an alarm horn an automatically shut off the solenoid valve to the corresponding burner. Jorgensen Forge Corporation Proposal No. 7727 R3 8 FR -VE- 013 /rev. 1 {• i .P7' t a tAtoe INSTRUMENTATION The control panel and control instruments will be designed and manufactured Engineering Co. The system will incorporate the following main control instruments: • One (1) PLC Allen Bradley SLC505. • One (1) touchscreen 10.5" Allen Bradley panel view 1000 OIT The panel include: v,g ` /' L 1 7 Honeywell RM7890 A UV system Furnace over temperature control UT350L Yokogawa Misc. relays. Pushbuttons, and lights MCC Starters of the following motors: a) Combustion fan (1). b) Exhaust fan (1). c) Car moving motor drive (1). Sequencing and cycling control Air /fuel ratio control These instruments will be mounted in control panel NEMA 12. The maximum distance between the control panel and furnace will be 10 ft. Also included in the control system are: • Four (4) actuator motors for regenerative combustion system • Two (2) actuator motor for internal pressure dampers. • Five (5) Type 'R' thermocouples; 1 for temperature control, 3 T /C's for temperature monitoring, 1 for over temperature protection. • Internal pressure transmitter. • Micro - switches for door mechanisms • (f 1'1. • 44 !"i . c 1001 ma6F v' p - s �S PLC programming will be done by the seller. ELECTRICAL All the motors will operate at 440 volts, three (3) phases and 60 Hz. The control system will operate at 110 Volts, one (1) phase, 60 Hz. The furnace will be wired from components to control panel at Nutec Bickley facility before is disassembled for shipping. Final wiring on site" between furnace components and control panel terminals will be made by the Seller. The Seller will supply sufficient cables for thermocouples, control signals, 110 Vac, and 440 Vac to a maximum distance of 10 Ft from the furnace to control panel. The Purchaser will provide electrical supply through a protected switch to the control panel located by the furnace. Jorgensen Forge Corporation Proposal No. 7727 R3 9 • 1 by Bloom J „ sa T I oat to ro air v. FR -VE- 013 /rev. 1 Cables in panel will be for 90 C, and external cables for 200 C as requested. PAINTING The Furnace will be completely painted and all combustion piping painted in color- coded. FOUNDATIONS All required foundations for the furnace area will be the responsibility of the purchaser. Installation and levelling of the rails will be seller's responsibility. SPARE PARTS The following spare parts are included in seller scope of supply: • (1) 8902 -039 Double acting pneumatic actuator for high frequency cycling • (1) 8904 -002 cycle control solenoid valve • (1) Limit Switch — inductive sensor — switch only. • (1) 8901 -030 3" gas cyclic valve, electrically operated • (2) 8500 -101 Burner UV Detector, self checking • (1) 3003 -003, 3/8" gas pressure balance ratio regulator • (1) 3021 -061 Single ignition transformer 120V/6000V • (2) 3001 - 050- R035 -16 -ASSY Ignitor assembly • (1) 8901 -004 W pilot gas cycle valve • (1) 8700 -310 Control valve actuator with 3/8" square shaft, less crank arm. Includes adapter mounting bracket. • (2) 3001 - 150 -R035 Series lance pilot, natural gas, spark ignited • (2) 3001 - 150 -03-03 Pilot tip • (2) 800# R006081 Media balls Jorgensen Forge Corporation Proposal No. 7727 R3 10 c,4 FR -VE- 013 /rev. 1 ENGINEERING Engineering will include the supply of design drawings, electrical control schematic diagrams, instrumentation interconnection diagrams, specifications for equipment, structures, piping and refractories. Foundations Drawings - showing loadings, anchor bolts, concrete outlines and locations. Concrete thicknesses and reinforcing steel will not be shown on these drawings. All information will be in English. Original copies will remain the property or the Seller and sufficient copies passed to the buyer for the maintenance of the equipment. The Purchaser agrees that the information given will be used only for the maintenance of equipment and will not be passed to other parties. The Seller will provide supervision for the assembly of the furnace and commissioning the equipment at the Purchaser's plant. Travel expenses, accommodation, out of pocket expenses, subsistence, and local transportation are provided by the Seller. Hand Labor for installation (including electrical installation) will be provided by Seller. The Seller's commissioning engineer is included for a period of 2 weeks. Travel expenses, accommodation, out of pocket expenses, subsistence and local transportation are provided by the Seller. If the Purchaser requires additional services, the Purchaser will be charged at a rate of $650 per day. No charge will be made if additional time is required due to the fault of the Seller. Commissioning will be a cooperative effort between the Purchaser and the Seller with the Seller providing the technical expertise to ensure the correct start up of the furnace and the Purchaser to provide competent staff to assist the commissioning engineer. MATERIAL AND EQUIPMENT SUPPLIED BY THE SELLER The Seller will furnish the following: SECTION 3 SELLER'S SCOPE OF SUPPLY CONSTRUCTION AND COMMISSIONING • Furnace sections which are lined, piped, wired and painted prior to shipment. • Combustion, control equipment and control panel designed and manufactured by Bloom engineering for 1 pair of regenerative burners system • One (1) complete furnace car including refractory materials and ceramic fiber for expansion joints. Installation is included. • Complete car moving system including rails, traction sprocket box, triple chain, steel supports and aearmotor- drive. • Combustion air and gas piping. Jorgensen Forge Corporation Proposal No. 7727 R3 11 FR -VE- 013 /rev. 1 LI 4 • One (1) vertical lift type door including a pneumatic piston, lifting chain, sprockets, steel guides and machined components. • /V prop • Pneumatic clamp seal system for door with 4 cycliners • 1 combustion blower and 1 exhaust blower. • Furnace pressure control system and 2 motorized dampers. • Instrumentation, including pre -wired control panel, Motors starters, thermocouples and Ieadwire. • 1 PLC Allen Bradley SLC505. And Programming • 1 panel view 1000 OIT Allen Bradley And Programming • 1 over - temperature controller Yokogawa • Rails including Installation and leveling • Spare parts mentioned in section 2 of this proposal & t.. et,I.0 L. • Electrical wiring between furnace components to control panel, including sufficient cables for thermocouples, control signals, 110 Vac, and 440 Vac for a maximum distance of 10 Ft from the furnace to the control panel. • Safety system designed by Bloom engineering for the regenerative combustion system. • One (1) operating manual in English, which include drawings, instructions on start-up procedures, routine maintenance schedules and replacement parts lists. Additional Seller responsibilities include: • CIF Seafreigth to purchaser's plant in Seattle, WA. • All labor and supervision for complete furnace installation. • Star up and commissioning by 1 Bloom commissioning engineer and 1 Nutec Bickley engineer. • Travel and living expi Inses for our workers, supervisor and commissioning engineer. • Complete and detail ad drawings showing the arrangement of the furnace and trackage, plus all accessorie% supplied by Nutec Bickley in Customer's building. Arrangement and foundation drawings will be developed with respect to the approved kiln placement and orientation drawings, and with respect to the building plan and elevations. • Foundation drawings showing loading points and weights for the furnace, cross sections of floor profile, size and location of all anchor bolts and equipment loadings. The calculation of thickness of concrete sections, the dimensions, layout and placement of reinforcing bars and the actual placement of the foundation is by Customer. Jorgensen Forge Corporation Proposal No. 7727 R3 12 FR -VE- 013 /rev. 1 • SECTION 4 PURCHASER RESPONSIBILITIES SPECIFIC OBLIGATIONS OF THE PURCHASER The purchaser will be responsible for the following: • Supply the required steel support piers. • Crane, forklift and tools for unloading and installation of all equipment at purchaser's plant. • All labor and materials required for the furnace foundtigps, including concrete, reinforcing steel, framing materials and anchor bolts. • Embedded conduit, if required. S c t v � • Electrical control power at 440 volts, 3 phase, 60 hertz to the furnace control panel. • Clean natural gas at a constant pressure of 5 PSIG at the furnace. (S • Compressed air at the furnace for all pneumatic equipment at 80 PSIG • and 3-4 CFM instantaneous. • An adequate area for the installation of furnace • Adequate access to the industrial plant for the furnace and equipment. • Final Stack to the outside of building if required (starting at exhaust fan outlet) (design is by Nutec Bickley). Including roof/wall openings, flashing, and sealing for the exhaust stacks. • Any licenses or permits required for the installation and operation of the furnace. S�Q • Telephone and internet service for our supervisor and commissioning engineer. • Supply of all necessary utilities for the installation, start up and operation of the furnace, including temporary power supply, water, etc. GENERAL OBLIGATION OF THE PURCHASER The Purchaser's general obligations consist of the following: • Designate, in writing, a person to act as the Purchaser's representative with respect to the work to be performed under this agreement, and such person shall have the complete authority to transmit instructions to the Seller through the Seller's representative, receive information, and interpret/define the Purchaser's policies and decisions with respect to all aspects of the Work. Jorgensen Forge Corporation Proposal No. 7727 R3 13 FR- VE- 013 /rev. 1 • Give prompt written notice to the Seller whenever the Purchaser observes or otherwise becomes aware of any defect in the Work covered by this agreement. • Provide all other documents, information, equipment, and services not specifically designated to be supplied by the Seller. FACILITIES The Purchaser will provide such space, protected from the weather, as may be necessary for carrying out the installation of the equipment and storage of the materials needed to perform the work covered by the scope of this proposal during the course of construction. Jorgensen Forge Corporation Proposal No. 7727 R3 14 FR- VE- 013 /rev. 1 PRICE The price for one (1) Forging car bottom furnace, all ancillary equipment and services, in accordance with this specification is: PRICE: US$ 1,265,500 US Dollars (One million two hundred and sixty five thousand five hundred US Dollars) All payments will be made in U.S. Dollars. Option 1 Yokogawa digital recorder DX1012 for 12 channels. Installed in main control panel PRICE: Add $ 8,000 US Dlls Option 2 SECTION 5 DELIVERY, TERMS AND CONDITIONS OF PAYMENT OPTIONS Supply the "quick clear" bed design (connected with Clamps) for the 2 Bloom Regenerative burners. PRICE: Add $ 2,000 US Dlls Option 3 Supply one complete spare bed full of 3/4" ball media. PRICE: Add $ 29.501 US DIIs PAYMENT TERMS Payment terms for the equipment described in this proposal are as follows: 30% Initial payment to follow your official Purchase Order. 20% Six (6) weeks from the date of your official Purchase Order. 20% Twelve (12) weeks from the date of your official Purchase Order. 20% On notification that the furnace is ready for shipment (prior to shipping). 5% Upon completion of installation at the Purchaser's plant, ready for start up, or thirty (30) days after furnace is ready to be shipped or installed, and the delay is caused by the Purchaser. 5% On acceptance of the furnace, or ninety (90) days after furnace is ready to be shipped, or installed, and has not been shipped or installed for any reason beyond the Seller's responsibility, or sixty (60) days after the furnace is ready to be started but has not been started or accepted for any reason beyond the Seller's responsibility. Jorgensen Forge Corporation Proposal No. 7727 R3 15 FR -VE- 013 /rev. 1 DELIVERY The furnace and accessories will be ready for shipping in 22 weeks following receipt of your official purchase order and receipt of initial payment, and assuming all payments were made in accordance the payment schedule. Failure to follow payment schedule could result in delaying shipment of the furnace. Jorgensen Forge Corporation Proposal No. 7727 R3 16 FR -VE -013 /rev. 1 • � • SECTION 6 TERMS AND CONDITIONS DELAYS All obligations of Nutec Bickley under this proposal shall be subject to excuse for causes of force majeure, which shall comprise any cause of any nature whatsoever beyond the control of Nutec Bickley which may affect execution hereunder. Nutec Bickley shall not be liable for any loss or damage resulting from any delay caused by force majeure such as war, invasions, acts of foreign enemies, hostilities (whether or not war be declared), civil war, rebellion, insurrection, fires, earthquake, exceptional inclemency of weather, strikes, labor disputes, inability to secure materials, riots, thefts, accidents, acts of government, or any other causes whatsoever, whether similar or dissimilar to those enumerated above, beyond the reasonable control of Nutec Bickley which may delay or prevent completion of the Work to be furnished hereunder. In the event of delays in the project timetable requested by the Customer, invoices due at set dates or upon achievement of project milestones shall be due and payable at originally scheduled dates as if no delay had occurred. Customer further agrees to pay storage and handling fees associated with this delay. INSURANCE Nutec Bickley will cover the equipment and parts quoted herein with insurance against loss or damage on board for shipment to Customer. Nutec Bickley is not responsible for any loss or damage to this merchandise after it has been delivered on board. Customer agrees to cover this merchandise by insurance, beginning with the time the merchandise quoted herein has been delivered on board. CHANGES IN THE WORK Customer, without invalidating the proposal, may request changes in the Work consisting of additions, deletions, or modifications, and the proposal price and the time for the completion of the Work shall be adjusted accordingly. All such changes in the Work shall be authorized by a work order and hereafter be confirmed by a change order. SURPLUS All surplus materials furnished by Nutec Bickley remaining at the site upon completion of the Work shall remain the property of Nutec Bickley and be removed by Nutec Bickley. DRAWINGS All drawings, designs and specifications related to this proposal and project are and will remain the property of Nutec Bickley. Customer agrees to use drawings and engineering data furnished by Nutec Bickley only for the purpose of erecting and maintaining the equipment covered by this proposal and not for duplication in whole or in parts, and further agrees not to give, loan, exhibit or sell to any person, drawings or prints or knowledge derived there from. Usage of drawings for other than the intended use as described above will result in additional fees paid to Nutec Bickley by the Customer. All construction work is to be done in accordance with Nutec Bickley drawings. Any changes in these drawings or deviation from these specifications requested by Customer will be a cost extra. There will be no changes made to the construction drawings or procedures without the approval of the Nutec Bickley Engineering Department. Jorgensen Forge Corporation Proposal No. 7727 R3 17 FR- VE- 013 /rev. 1 � s • PATENTS Nutec Bickley will, at its expense, defend all suits or proceedings brought against Customer and save harmless Customer in any suits or proceedings so far as the same are based on any claim that the equipment furnished under this proposal constitutes an infringement of any product or apparatus, (but not including a process) claim of a United States letters patent, provided Customer gives Nutec Bickley immediate notice in writing of the institution of any suit or proceeding and permits Nutec Bickley, through Nutec Bickley Counsel to defend the same, and gives Nutec Bickley all needed information, assistance and authority to enable Nutec Bickley to do so. In case the equipment is in such suit held to constitute infringement, and its use enjoined, Nutec Bickley will at its option, within a reasonable time, secure for Customer at Nutec Bickley's expense the right to use such equipment, or remove such enjoined equipment and return the sum paid therefor. Nutec Bickley will not be responsible for any compromise or settlement made without Nutec Bickley's written consent. The foregoing states Nutec Bickley's entire liability for patent infringement, and in no event shall Nutec Bickley be liable for a claim based on the use of equipment for a purpose other than that for which sold or for any damages assessed on the basis of product produced. As to any equipment made in accordance with specifications furnished by Customer to Nutec Bickley, Customer will indemnify Nutec Bickley against any claims for patent infringement arising out of compliance with such specifications. ARBITRATION All disputes in connection with this Proposal or the execution thereof shall be settled through friendly negotiation. In case no settlement can be reached, the case shall be submitted for arbitration to the Mexican Arbitration Association in accordance with its Rules of Arbitration. The decision of the Arbitration Commission shall be final and binding upon both parties. Arbitration fee shall be borne by the losing party. CODES Nutec Bickley will design and build in accordance with codes referred to in the proposal that are in effect on the proposal date. Changes in these codes subsequent to the proposal date will result in a price adjustment. Compliance with any local code requirements, unless specifically referred to in the proposal, will result in a price adjustment. TAXES The prices quoted do not include any sales, use, privilege or local property taxes or any other Federal, State or Local taxes which are now or which might be imposed against the sale or purchase of this equipment or against any materials or service purchased for this equipment. Since any one or all of such taxes or fees are now or may hereafter be applicable to the property offered in this proposal, or a proposal pursuant thereto, Customer agrees to pay or to reimburse any such taxes which Nutec Bickley or its subproposalors or its suppliers are required to pay. CANCELLATION All orders resulting from this proposal are considered firm proposals and cancellation or suspension will be accepted by Nutec Bickley only upon terms which will protect us against Toss and will reimburse us for work in process and suppliers' cancellation charges and our overhead expenses and profit. Jorgensen Forge Corporation Proposal No. 7727 R3 18 FR -VE -013 /rev. 1 LIMITED WARRANTY The equipment manufactured by Nutec Bickley is warranted to be free from defects in workmanship and material under normal use and service and under proper operating conditions for a period of one (1) year after original equipment startup, provided such startup takes place within six (6) months after shipment from Nutec Bickley's plant. Startup is defined as the date the first burner is lighted or first heating element is powered. Nutec Bickley's responsibility is expressly limited to material manufactured by Nutec Bickley. In the case of apparatus not manufactured by Nutec Bickley, such as a blower or controls or other ancillary apparatus furnished by Nutec Bickley with Nutec Bickley's equipment or as part thereof, Nutec Bickley's liability, if any, is limited to such warranty as may be given Nutec Bickley by the original manufacturers. In the event the equipment is found to be defective in workmanship or material, Nutec Bickley's liability shall be limited to the repair or replacement of such equipment, provided that written notice must be given to Nutec Bickley within the specified warranty period. THIS WARRANTY DOES NOT EXTEND TO, AND NUTEC BICKLEY SHALL HAVE NO LIABILITY FOR, ANY INCIDENTAL, SPECIAL, OR CONSEQUENTIAL LOSS, COST, EXPENSE, LIABILITY OR DAMAGE, WHETHER DIRECT OR INDIRECT, IN CONNECTION WITH OR ARISING OUT OF THE SUPPLY OR USE OF THIS EQUIPMENT. NUTEC BICKLEY'S LIABILITY ARISING OUT OF THE SUPPLY OF THIS EQUIPMENT OR ITS USE SHALL NOT IN ANY CASE EXCEED THE COST OF CORRECTING DEFECTS IN THE EQUIPMENT OR ITS INSTALLATION AS STATED ABOVE. IN ADDITION, UNDER NO CIRCUMSTANCES SHALL NUTEC BICKLEY EVER BE REQUIRED TO RETURN AN AMOUNT IN EXCESS OF THE AMOUNT IT HAS RECEIVED UNDER THIS CONTRACT. UPON THE EXPIRATION OF THE PERIOD STATED ABOVE, ALL SUCH LIABILITIES SHALL TERMINATE. EXCEPT AS SET FORTH HEREIN, IT IS EXPRESSLY AGREED (A) THERE IS NO WARRANTY OF MERCHANTABILITY, NOR OTHER WARRANTY, EXPRESS, IMPLIED, OR STATUTORY, NOR ANY AFFIRMATION OF FACT, OR PROMISE, BY NUTEC BICKLEY WITH REFERENCE TO THE EQUIPMENT OR PARTS THEREOF, OR OTHERWISE, WHICH EXTENDS BEYOND THE SPECIFICATIONS AND DESCRIPTIONS OF THE EQUIPMENT SET FORTH IN THIS PROPOSAL, AND (B) THAT CUSTOMER ACKNOWLEDGES THAT IT IS PURCHASING THE EQUIPMENT SOLELY ON THE BASIS OF THE COMMITMENTS OF BICKLEY EXPRESSLY SET FORTH HEREIN. Jorgensen Forge Corporation Proposal No. 7727 R3 19 FR- VE- 013 /rev. 1 I SECTION 7 ACCEPTANCE The price and terms quoted in this proposal are subject to acceptance by Customer within a period of 60 days from the date hereof, except that Nutec Bickley shall have the right to withdraw its proposal at any time before formal acceptance. Acceptance of this proposal is expressly limited to the terms and conditions contained herein or in other documents specifically referred to herein, and any additional and /or different terms and conditions, either written or verbal, are hereby expressly rejected unless agreed to in writing by Nutec Bickley. Customer's signature below, or dispatch of a purchase order in response to this proposal, shall be deemed an acceptance of this proposal if such purchase order agrees with this proposal with respect to the basic terms and conditions; for example, description of goods or services, quantity and price. This proposal shall not be binding until it and the acceptance thereof shall have been approved and signed by an executive officer of Nutec Bickley. BY: BY: TITLE: TITLE: DATE: DATE: Submitted by: This offer to sell including technical specifications is a confidential disclosure of Nutec Bickley and has been prepared solely for your use in considering the purchase of the equipment described herein. Disclosures of all or any part of this information to others, or use by you for other purposes, is unauthorized without the written consent of an officer of Nutec Bickley. Rafael Vela NUTEC BICKLEY ACCEPTED BY: APPROVED BY: JORGENSEN FORGE NUTEC BICKLEY Jorgensen Forge Corporation Proposal No. 7727 R3 20 FR -VE- 013 /rev. 1 JORGENSEN FORGE a c.-r:., c::J amisslors. STRUCTURAL CA HULA icit _::_ = r tlfzhor►ze ,e. for °' FURNACE FOUND KPFF Project No. 107026 [EXPIRES 08/27/00 August 3, 2007 Prepared By: KPFF Consulting Engineers 1201 Pacific Avenue, Suite 800 Tacoma, Washington 98402 (253) 396 -0150 Fins COPY Permit No. r Dol» 30S RECEIVED AUG 14 2007 PERMIT CENTER 11 Consuhlng Eng!nears 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 mod FuNdtr i_. *Gral7AM.17 location J ' Phi died ` date 6 /WC9 end. job no. 9 345E 4 75 18 x /Zx 6 t 7x16 x9 x A -5 Szoa a 57G 4- Z36 -- 94 � 0/Z- 7cSb I f4 Z �!$x !2 4- 576x 3,s'? 4- 0--- 3 4_ 7 x 7, oe) /Z /Z St 3 ° U74 411' Dilfor /6 , 1 3 i 725 °B8?/4' /4'a// /cot) pc, ost Za 7o /4C'CovA• Sr ea AA-4- Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 poled A)tem4et FoompA-7/coa Jatzc. s,C-, ronei4 bY .1/ date /z9/ sheet no. job no. jo7o7.6 lel CAI C/W Ce94f7 Sim is 67=0" Cdi 4 Gil, at, flit /M70 t 5,C 1 ,rA C,9 S 4€34.,e6 • / ,VT /o' Sfiem- /6 �U x 57 + X 0 x � ,e4/ iAr /442)1 R s � `''jUl 5/9/2,/ , /5 , llo bO /Jir:C SPA-cm/6 35 75 - • 3,3/ FT Eivm Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 Droject /2 4ef /d y7� o/Z6 i ►.' ,LC? diem i J date ?//a7 sheet no. /40t/ C/141 q/4°04riji N L T y 1 1 48x/z.thr + Zx/6x3xl •s ?52 L 707;/h1 - 5740 4- (.9 6 61 It_ Zx33 390 /18)c iil 24, bx /6 Z /3) 2/C /Ai 4 " copidaniP05 Pt_ /4g x l 3 7 p4c Mal Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396-0150 Fax (253) 396-0162 client dme 7 v7 sheet no. Job no tokge 64-4_ 4,0441 mcarik cckwyb 45 Sc/o,7 4 7r AP 3 X 0 3- 30Z. /1 / 4- • c1L. I 31,757 on. 17 4J 4 . .fa5 ?)‹ /)e/4. 7?-4- 761c All 7— It 53 /Hi a- 11.79 53.(22-0 t 4 00 /Air ag7 I T.c a i s tl "c -ji 83 4- •4- 01 1 e 60/#41m PL._ 4/a fief: Company Designer Job Number • Global KPFF 107026 Kiln Car Beam at Furnace Dis • la Sections for Member Calcs FRS ila {k :lI 1 4.1 le ONWl Include Shear Deformation Area Load Mesh in "2 P -Delta Anal sis Tolerance 5 Yes 144 0.50% Hot Rolled Steel Code Wood Code ,,AYIYA •t,I 1 Concrete Code AISC: ASD 9th NDS 91/97: ASD ACI 2002 Number of Shear Re • ions fky, 01'51 ls0at!lilt} Biaxial Column Method Concrete Stress Block Bad Framin • Warnin • s 4 c z�: PCA Load Contour Rectan • ular No General Material Properties Label Con Nu Therm 61E5 Fl .15 .6 General Section Sets Label Shape Joint Coordinates and Temperatures Type Material A Dn2] kJ Dom] 1 I • •, July 26, 2007 8:57 AM Checked By: Izz DM] J rin4] ran - B Beam © t Beam Conc4 137200 30000 11600 000 c1.40 fi 0 © N3 8 5 �! ; ,M ;5., • 17 NEM 9 1 N7 N9 0 fi n 3. 25.5 0 0 0 1/2 0 • i ✓�� Y �`1 N_' Yd ,, 5 x r< n .f/ x i� l 1 0 0 0 0 0 0 monism 0 0 0 0 • - J l• 1l • -1 • RISA -3D Version 6.0 [L:1107- \107026 (Jorgensen Forge Oven)1Risa1Kiin Car Beam Modified.r3d] Page 1 Company Designer Job Number KPFF 107026 Member Primary Data ormwraiminum 1111111WAIIIIIII N3 MM.= 9 M7 M9 m M11 N5 N9 •. ". \F v. ":•,�. �; :�iY:,. . l.�d; F'Nt� ��d i. xfn. n'_`.7 NUMMI N11 •. N2 N6 N8 CraneBeam2 Beam None None None YttO Fitt None None Conc4 Conc4 Conc4 OA Default Default R � y Default Default Default Joint Boundary Conditions N5 (g jj 11111_M11111111 e ( N7 N9 rr . 1. I t ' ali.3 sxY,a CS220 CS220 ,e1 • • Y CS220 Reaction M 'c `T t 110 1E7- 7t :•.1. i r••t Reaction •i. 1. 1 c -■•1 : • . I. i •I 1_ r t ._ 6 S • Basle Load Cases BLC Description Kiln Car Beam at Furnace Category Gravity Y Gravity Gravity Joint DL 1 Su. -rim•• -d DL 12 Member Distributed Loads (BLC 1: Superimposed DL) Member Label Direction tart Magnitude[k/ft.d.. Y -.2 July 26, 2007 8:57 AM Checked By: Point I istribut.. a (M.. urface (PI 3 2....�. i © C M D M7 t?+ :11i nd Magnitude(kfft.d.. Start Location(ft.% -2 0 RISA -3D Version 6.0 [L:1107 \107026 (Jorgensen Forge Oven)1RisalKiln Car Beam Modified.r3d] End Location[f .%] 0 Page 2 3 ; i 5 :earn Dead Load S a :' `?fn 1 c 1 ."` i . z ..i�A 1 �( . 1t h'S 9P. .: � 11: E r ' fi' M ■ ,,,,E ,, , .,� � 1 Y Y � ..E� t� L1 - ✓ ( 1 1 .: a M 1 1 .6 x 1 o w . . F� � y ,,' { '' � ' - i - .. ; - - Y - -- ',,.. E t - _ -- :: � ..z'Y - -- I!1 14171 igOi[[Tiii1 e i,4. ,74 •1t` f e1 i r) G1 DL + Moving Kiln Car (ASD) Company Designer Job Number Joint Loads and Enforced Displacements (BLC 2 : Kiln Car Pos 1) i 1 Member Point Loads (BLC 2 • Kiln Car Pos 1) 5 M1 1:11 •i l: 3 M4 r «.•i Y L1 -l1 4 •= 1. -14 •r" ••.1 1. 3.31 8 MovInct Loads Movin_q Load Patterns Pattem Label KPFF 107026 N1 Load Kiln Car Beam at Furnace Direction Distance (ft) a4 -14 -14 -14 F in -14 KILNCAR (k) Y Y Y Y 0 3.31 3.31 3.31 Load Combinations July 26, 2007 8:57 AM Checked By: 11 •114..! "t. • i ..1 r• .. = It -14 3rd Join 4th Joi 5th Join 6th Join 7th Join 8th Joi 9th Join 10th Jo.. RISA -3D Version 6.0 [L: \107 - \107026 (Jorgensen Forge Oven)\Risa\Kiin Car Beam Modified.r3d] Page 3 .Y KPFF JRS 107026 /z S/'/ --t 1-3 "_ a` Me 1 k Kiln Car Beam at Fumace 13 July 26, 2007 at 8:05 AM Kiln Car Beam Modifled.r3d .Y Results for LC 1, Beam Dead Load KPFF JRS 107026 Kiln Car Beam at Furnace 13 July 26, 2007 at 8:08 AM Kiln Car Beam Modified.r3d X Loads: BLC 1. superimposed DL Results for LC 1. Beam Dead Load -.2k/ft KPFF JRS 107026 - .41k/ft -.41k/ft -.41k/ft -.41k/ft - .41k/ft Kiln Car Beam at Furnace - .41k/ft July 26, 2007 at 8:08 AM 'GM Car Beam Modified.r3d Company Designer Job Number KPFF 107026 Joint Reactions (By Combination) Kiln Car Beam at Furnace 9 a�? rs 1 1 1 •: a N1 1 3 N5 N7 N9 N11 N13 0 0 0 0 0 2.335 4.959 5.158 5.333 k, aJ ' .l. <_. ..�.Y. 7 q� � :>.f � N"�.._. • , .:51��! / ���' ` i 0 0 0 0 0 0 r }t 0 k 0 0 0 I- 0 0 0 !► L i 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 - x Z5 S 4- x 44S )c7/. ZS 0 ZS "y o.Za) 4- ZS:S 0.4i0 July26, 2007 8:077 AM Checked By: RISA -3D Version 6.0 [L:t107 -107026 (Jorgensen Forge Oven)\Risa\Kiln Car Beam Modified.r3d] Page 1 Loads: BLC 2, Kin Car Poe 1 Results for LC 1, Beam Deed Load -14k -14k -14k -14k -14k -14k -14k 1.—T I M1 • Y ,•nvy • M4 im . M• KPFF JRS 107026 Me Me 110 Kiln Car Beam at Fumace 1110 1111 M12 i 11 11213 July 26, 2007 at 8:14 AM Kiln Car Beam Modified.r3d Company Designer Job Number JRS 107026 Joint Reactions (By Combination) Kiln Car Beam at Furnace July 26, 2007 8:14 AM Checked By: 9 •� l .. a ,,;: C w : .. N5 N7 k N9 N13 0 0 0 0 0 0 0 13.677 2.769 0 0 0 0 0 0 z 0 swami • 0 0 0 0 11 i 0 • „1 i 0 0 • 0 0 0 0 0 0 0 0 • 7x --I- WI- RISA -3D Version 6.0 [L:\107 -107026 (Jorgensen Forge Oven)\RisalKiln Car Beam Modified.r3d] Page 2 Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 tknte A-r,E ra2ces nloome 62z____CAz9„, location client br date sheet no hob no. Solution: Envelope Member y Sheer Forces (k) -32.3 KPFF JRS 107026 30.8 30.9 31.1 32.3 31.7 29.3 29.7 30.1 29.1 30.5 \ \ \ 1\ M1• -32.9 Kiln Car Beam at Furnace -25.3 July 26, 2007 at 8:33 AM Kiln Car Beam Modifled.F3d X Solution: Envelope Member z Bending Moments (k -ft) KPFF JRS 107026 44 85 51.1 58.1 47.4 41.9 39 38.8 . X5.3 9. •� -43.3 - 43.1 -47.1 -57.9 -52'3 -88.8 -72.2 -72.1 'n Kiln Car Beam at Furnace 13 July 26, 2007 at 8:32 AM Kiln Car Beam Modifled.r3d Company Designer Job Number JRS 107026 • Envelope Joint Reactions Kiln Car Beam at Furnace July 26, 2007 8:40 AM Checked By: I. I. I. ,i.. I, i 0 ����00 0 p, s Yr i ���„d��I b s� P'' F ;p: � �t f� f , k at tl .�✓; .t,a _,::.L.4s.0 )[1li ltif �.5._.".Y.�... � F �' ; -•,._ 1.-a :.�/ ',%�!.�ine,.f. �_r ©lwzgiminni a 9 N1 N3 N4 0 0 0 =MINN N6 N7 0 0 0 0 • 0 • 0(4184 tI m El U 37.156 0 34.863 0 • u nX,.L,„u' �� Fr.. X3- "s(.a. ,.... L�. , 1, w,.. _. ..: -�� 4r l tt 0 { 34 •93 0 {{ 1111171110 .,..... ..,, � .,,.. .... ....tea..;. ,,._ :: riwIEM • {0 25.319 36.155 36.655 230.274 4 4 0 0 F' 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 ( ( i run Es 0 av 0 ih I, i 01•11110 0 0 ZI 0 0 0 0 0 0 0 117 - e 3)(5(x):: 9, a) lei 4/‘(& Zeg& RISA -3D Version 6.0 [L:\107 \107026 (Jorgensen Forge Oven)\Risa\Klln Car Beam Modified.r3d] Page 1 Company Designer Job Number KPFF 107026 Envelope Joint Displacements IGIn Car Beam at Furnace July 26, 2007 8:4D AM Checked By: i11 3 5 9 23 . c. 0 ' ik.. y�,i,;sol�ni N2 N3 N5 N11 0 0 0 0 0 0 0 I, 1 . ;•.-1'I o ES romaimrioramori In111111111111r1 0 -.018 -.022 - 022 -.023 -.021 - 023 - 022 4 4 0 0 0 0 0 IIEEIIIKa111111E1 1E11 n _ �» - 023 Fl 0 ° ..leL,f ..i. IY a,.r. 1,h� t�� © -.02 p © o Fl 111111111111M11111t711 0 EN �i.�� 1[1111.i'0 t, A do 0 r •?�`at.,Y,r S E p _ €tai ti'�� ' "�'. ' ". f,. �> � ��.'�V= nultimramorinmEirs {{c U 0 0 0 0 0 0 0 0 ;. ., 0 0 0 0 0 0 0 0 r p� ;• ©1 176e -3 to © ®0 9.428e-4 6.476e -4 6.437e -4 8.553e -4 9.177e -4 L hiM 0,73 RISA -3D Version 6.0 [1.:1107-\107026 (Jorgensen Forge Oven)\RisaKIln Car Beam Modified.r3d] Page 2 Company Designer Job Number KPFF 107026 Envelope Member Section Forces Kiln Car Beam at Furnace RISA -3D Version 6.0 [L :\1071107026 (Jorgensen Forge Oven)\Rlsa\Kiln Car Beam Modified.r3d] July 26, 2007 8:40 AM Checked By: M1 M2 ©rr. mraw© f1flt ry °• !i �•d; 4 1 3ia_ ?E t }tai . ■ © ®•117111111© 0 0 0 0 0 0 24.502 n. 19.553 13.985 0 ETIIIMMEl tt, 0 17.292 0 � E � © 72 0 .Ii. hI1 0 0 0 0 Ell 4 4 0 0 0 a•e�r. 0 0 CFA gal .a. 29 49 • 0 0 0 0 0 0 0 30.879 24.411 18.395 ■ ©17ZIMIIIM0 25.897 0 O max 0 fl 19 942 0 � LE 8.099 31.74 25.403 4 h��� �l•1 4� a {{FF " .. © ® 1. 11111111172111M1111111r11 0 a �! 1 &)�C C ra .�� i �i s�i �, v r a g ,� YP ✓` d')�a 1 l' �1 0 0 u Jx `` (� f6�k � } J { x {C .i Y= 6i.� !' sa .�r•$ «> «at�l,__ . « F,if#���..�. _ ER 0 !{ ._s E 11.532 El 0 0 ,ft�It[Zr., _.+''::3_�.idM.:;�.. j 4,�::� v. ,.,; 3Y .> ,'at?it',:v ;r• 2.787 45.587 �"'� �•Iwi�:.t -tea: Et © ® 0 $ 0 $ 6 674 © 0 0 -��.� < , 5... �' .�° a _; i7.4 1 Pry:! .,.t# .' S,`',,.._4?> �,. s yni +)• , ,rt. : :iNi r EY, ". �t t y_ 3 ®�i�r �, 0 © ®0�'0 3j i- ,_. u ` s ` _ v:k i-i iti.. Ge fc.. :.I v ...t4- �, ' .ti, �£ ^ Sr �- "> ©m 0 © 24 809 ©��0 pp , .y [ ©max 0 18. • 18 0 0 0_. '�;, .� ,.. -t a k { s } a . "3f1Y9.::4 . n i < -E• ., i~ t'Ct �J t' ,L u..• .� r ., .. :,.;. <.. - `;'•�': y ��©® 0 0 13 47 © 0 © [1 r: ..4_` •= ti , ems S, 'v ^}'!(1�..:rr -, , r2tt_; x _6. �� .r� �;! 't 8< t !' t WTI ©���© 8 469 ©i'� {/ i aelER 's`. 1G Er v, V 1; .�R 1 C` z, £ 1" M5 U max 0 0 32.266 < KZ 0 0 0 0 } 9 ✓ f Ell 0 4964 WI w -t El 4 �A! Y EN 1 t ni 7j i ! t fCl', f a r t,t 5 � 5 E�El e .,', �1.. `. -mot ; r r,.z. ,. :.0 [, T�•,`: 0 tl1F'g }n1�.. 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r 4 C4 0 0 0 ©i 0 0 0 0 0 0 0 0 • 0 0 0 4 0 22.407 35.968 51.1 54.41 Y ee a� sir© EV t z� 62.866 72.894 67 925 64.527 62.701 64.998 59.356 55.286 c 41 i1 Ell 56.137 56.137 ©W0 Ell 47.115 47.115 42.902 4 4 El El 42.819 Page 3 Company Designer Job Number JRS 107026 Envelope Member Section Forces (Continued) Kiln Car Beam at Furnace July 26, 2007 8:40 AM Checked By: t. - i, -� ttk "y.19jet _ _ atJE k ; AfLY�t . 59 : %.t,tt• a0 0173 65 67 69 F p� 81 83 85 87 P � 89 91 93 95 109 M8 M9 M12 max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 tl. ri =ME ri Iz 4 i' a l':;‘ 35.817 38.988 38.988 31.358 28.8 2 32.91 42.70 8.873 32.258 25 235 0 0 0 0 0 0 flk et ElICEM1111 Ell 6 L, 18.642 0 0 0 22.696 0 0 0 17.905 0 El 12.036 0 0 6.606 0 Ell Ell cc EN 29.722 24.592 17.646 9.995 6.507 30.059 22.433 ©_L�l[3lIEl aj El .t.. Moil 1 v_ EN y° © . El U 6.0 6 29.118 21.735 16 03 9.259 3.696 30.498 0 0 0 0 0 47 11 El 0 @y . © El :l 0 0 0 0 0 0 0 0 d 0 4 4 El 0 0 0 0 0 0 0 0 4' 0 r 0 111E11111111711M1131 0 0 0 0 r � 0 El -.ij 41Tii. '" 1 .`,, ,. '1 , . .54i lr4 ',!.-',4:, . ` .,- OMI � 0 El - it .r :A }I z1flIIGt.. I.,' ;sst ,':.% .c,'!. I! , f :46i G. 1.f. ' j1 .: 0 i1;_:4 �.`.. © EN El ES Ell El x.Jk ,bieitilr= g fe)'; I <3 a.!l ati Ell I WM ll I: J�MIIMINEl`1Mf0 0 0 0 4 4 4 • - ®0 u�u - t 0 0 0 0 0 0 0 33.206 pi 29.941 MI 0 0 G 4's 0 0 0 0 0 47.405 39.118 28.815 38.583 IlikaM© 0 1191 E11[711111© 38.08 48.889 48.889 p 0 38.228 ■ 42.239 37.155 41.941 4 4 ri 41.941 0 El 29 115 4 RISA -3D Version 6.0 [L:11074107026 (Jorgensen Forge Oven) \Risa \Kiln Car Beam Modified.r3d] Page 4 Company Designer Job Number KPFF 107026 Envelope Member Section Forces (Continued) Kiln Car Beam at Furnace mbe ,a =a 6 h ..d o • - +' I $ a / -.� y . '� A y � a fi i{l ! l;.. P iif ' 4 l 7&i. 4r.': ' . `5� ..:..,,..-:(411.4. i� n �? i � � 3 ia_ 3n� . � <..._ :S � .'"�� ,�`iC k [� rlt_ cs.. ..,'Y , -...., .. irril © ® 1 0 1101111051111111911 D p 0 ©• wa4i01.C nt .. ...�;..t tF,'" Fii .�: ..5' -- k ._ ;i ;' ,,� .' !'1 : , t. 1T ,:ie .. ' =4 ti ilf . ,;.6,.a -m"_a* £F twg ® 0� o 0 0.192 Inv 0 Fl - e 3 ;t '. 1 '1r ¢Fa j- ta xi' F j ;,; , y;, � ,M � � i£:.�f :.� EaiS����z;= �@ :t��f.���' ^�Ft�k =.rL`4�.a^��:.1 � a .., .L .,.�.:...7' z� � � �,, tier µ, .� c� MI IIEN1711 0 0 • 9 ©���0p 4 ioi6 , Ef $ ca . P P : .. , �a f k rex C, .,.: ,, �.'s:% 4 uY.e ?,. I:R:� �e.. ,It43T ,_, : fG . .',V i 3:.`f...; & RISA -3D Version 6.0 [L:1107\107026 (Jorgensen Forge Oven)1RisatKiln Car Beam Modified.r3d] July 26, 2007 8:40 AM Checked By: men 0 0 4 0 4 4 0 4 4 0 4 ter 8.135 0 Page 5 Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 Proied location client b y date sheet no. Job no. ACL0 00 / 6 1'W ifee5 (A) Wit i OW, Solution: Envelope Member y Shear Forces (k) -20.8 KPFF JRS 107026 -19.3 19.8 19.9 20.1 20.8 20.6 18.8 18.2 19.4 18.9 1 f 161116 g) a 16.9 11 -19.5 -18.7 -19.1 -20.2 -21.3 Kiln Car Beam at Furnace -18.4 July 26, 2007 at 8:45 AM Kiln Car Beam Modified.r3d Solution: Envelope Member z Bending Moments (k -ft) KPFF JRS 107026 -43.2 r 35.7 32.1 29.9 29.5 28.4 24.2 24.7 V -45.2 r -24.= -27.2 -27.1 29.8 -38.8 -42.3 Kiln Car Beam at Furnace -22.5 3 July 26, 2007 at 8:45 AM Kiln Car Beam Modified.r3d Company Designer Job Number 16 KPFF 107026 Envelope Joint Reactions Ell 1111 © N3 0 © 24.462 rs Iffa •,1 of n.:.. f : J- @z..._i :G:.rt�11,41. .. ,: 0�1 ��'; 9 • 23.07 2 .203 16.395 N1 N4 N5 N8 N9 N12 N13 max max max • I. 0 0 0 m N6 u � 0 0 0 0 0 23.61 24.164 5 0 0 0 0 0 0 0 © -111 0 tiiLA FIIIIM711111111111MI © ©1M1111111El �a ` 1 ' j6 ��., `�'sz /, , S - Y� rs �-y �S >.3 . �r �� ..;r�� - Clfl�t . i ....��� ..:�.ar ._ .5 .. .,..,�'�l ..., :� ..�nE.�. ao;a MI IRO WWI 0 © tL' 5 0 0 0 0 0 0 0 0 0 0 0 as ©1111C111111© © ^ 0 0 0 0 0 0 0 0 1© 5 Z714 sF /4/ � Kiln Car Beam at Furnace July26, 2007 8:4455 AM Checked By: RISA -3D Version 6.0 [L: \107 - \107026 (Jorgensen Forge Oven)\RIsa \Kiln Car Beam Modfed.r3d] Page 1 Company Designer Job Number KPFF 10 026 Envelope Joint Displacements Kiln Car Beam at Furnace -.ti. RISA -3D Version 6.0 [L:1107 \107026 (Jorgensen Forge Oven)\RisallGin Car Beam Modified.r3d] July 26, 2007 8:45 AM Checked By: • N2 N6 N7 N11 ■ I 0 0 0 0• 0 0 0 ® r s J,y R c ® -171E111111 0 0 -.006 -.019 -.02 - 02 - 02 -.021 -02 - 02 0 0 .872e-4 ie 3.989 5.771e -4 6171e -4 0 Irs Y 0 0 0 0 1 .•1 0 0 0 0 ik M 0 1 © -02 ©=C1111© • © -.018 © 0 © • 0 0 0 0 0 P 9© 0 0 0 0 0 0 © 7.298e -4 ;xi_ to 6.948e -4 4.804e-4 e1 4.018e -4 4.629e -4 +off„ Page 2 Company Designer Job Number JRS 107026 Envelope Member Section Forces Kiln Car Beam at Furnace 9 11.452 31 382 19 49 M1 M2 M3 M5 Om M 15.:97 M f i� lu i YN..4rF` >'!7 _,. .�'°"j. L -y € ei ©M M 2.496 M 1131=1 IRV i t.,✓,,= ruC�$EI 1. ..FK i�� .;..u. :; v4.f.1 / F C C a. G, . °_):..,.<.�_ ' "NM � r � . © M OEM=I MM z M6 0 0 0 0 0 0 ■ 0 0 LI 14 � U 1 MIM 0 ©© M ®t11111Fi1117ffi111© r c �..� J 3?kI7 �F�"w ..w_ }j ..,, .._7k �n��;•. s� %�, °� {+ lya �1 14 .0 .��.� i�J' . F^.r i1® 0 M 19.871 M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 "Jk 8.708 5.881 � rk` 1.573 19 804 15.52 6.854 20 063 15.797 11.808 8.098 4.661 20.823 16.535 0 0 0 0 M r MlOI71111M 0 0 0 0 0 _ 'xtiit��)11111��si ti ttk v ...r. ,) :'= 61- f. :T.l',i �E. eb •% :il (_ ,... : � ©mm M ®M�M - .g •, . t . .. {_ , .s jiCC.()P� , =..f..,1C) ' '.f •'.'! l�iC�4.' ?17E �' f.�-J fv'a fi 1 's". • �EU © ©�© i' _ 5 't d s -:- .A g : - 3 : '),?,= ; •lc� a ,` 1 f� g,� s -�® © M M M : � S q ' ti)iii ii, ar>_f ��', L e a '! rz1 ".1 c y ':..`- . ;10.: I-i :i .,.,iO.Y; -M17Z1�M M LI H,'1.. 3 '`: :Y " .f`.9 fro . _ - LY.ij t ."1 {T im 1 ^,:t_ x, • 0 re: _z 0 i�M® • {� 4. it �.: ,c . !III � ® gy�pp yy M 7]` 8 M M Aig1 -`t. ..h ,. .�Q7.A,IGt 4. i Ut ::_ . , . ` ;y _Ai'3A,,:g..1 iF3 ?F i' S '1$ ?i;< .., J` C IRm © M IF/1M ©,. M M1111[11.M 0 0 0 yy M® M<Ln+l'r�M © _ , . � 1 0 0 0 0 0 M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G M 0 0 0 0 0 6.055 .4 " 13.4 13.4 9 2.092 30.727 0 0 0 ©111M•M ; , 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u• IC 0 32 075 32.075 © �'...tixe L1111=© 45.918 ri 33.6 39.104 42.37 40.13 41.175 37.174 34.484 n_a 33.103 35.705 35.705 28.369 • Mai LI 26916 y ; r 29.891 29.891 26.624 26.264 RISA -3D Version 6.0 [L:1107 \107026 (Jorgensen Forge Oven)1Risa\Kiln Car Beam Modified.r3d] July 26, 2007 8:4'5 AM Checked By: Page 3 Company Designer Job Number JRS 107026 Envelope Member Section Forces (Continued) Kiln Car Beam at Furnace July 26, 2007 8:45 AM Checked By: 59 61 65 AZ" 67 69 MTN IFFA 79 81 83 85 M9 - u •.' M8 87 99 103 105 109 M12 4 max max SEXY• ��_.���.... 29.497 29.497 23.617 21.322 21.678 24.249 4.249 17.856 18.69 7 855 0.61 ' X 311 '3 1.925 24.67 0 0 0 0 0 0 0 0 0 0 0 0 0 yY 'FIRM ©m 0 0 0 0 0 0 In1=11 0 LI 8.522 5 065 11.648 6.533 2.636 7.084 3.383 19.164 15.65 w . , � to ©m 11711 MI ,;• .� t qq `, rE"t es .. d w f F , A.o.: . ' ' t a, , i. ig e, E s �) .• k} !i Q• l� ..., . 1 - Om 0 ©© EMI 1F111 . 70M 1 4 kA Y i i rie.11;t . ,.s . ; r131 W11.=I pris 11 1 =L7 11.001 3. 18 18 869 13.948 19.72 10. 0 0 0 0 0 0 0 0 0 0 0 0 • LI 9.513 0 0 0 0 0 0 0 0 0 0 ' .,i, = p.^11S'.S:.,ia�� ∎1i .�. ,.A 1r 31 R _ E �J: - . ©11111•Fil •■11 A it 0 0 0 0 ©7Z111,111.© 1 sismoramsrs Om ® 1 ©m .D.fE . ` �r _ ( rs © © Li Fi ©■rte© © © ©11M'© 0 0 0 0 III 131 Yt , ©m 03111M211111 ©1E1M1111© -• t . i �' t s e �Y'S - it i S r ©© LIENi1R© Ei mum °© 0 0 0 0 0 0 0 0 • II I 0 0 II: 27 214 19.131 17.527 24.67 23.638 26.656 30 981 30.981 26.275 23.649 26.4 26.4 RISA -3D Version 6.0 [L:\1071107026 (Jorgensen Forge Oven)1RisaVGln Car Beam Modified.r3d] Page 4 Company Designer Job Number KPFF 107026 Envelope Member Section Forces (Continued) Kiln Car Beam at Furnace la? FF . �:ai a July 26, 2007 8:45 AM Checked By: - M 0 0 • 3 754 0 0 0 0 0 10.588 4.641 • � RISA -3D Version 6.0 [L:\107 \107026 (Jorgensen Forge Oven)\Risa\Kiln Car Beam Modifled.r3d] Page 5 Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396-0150 Fax (253) 396 -0162 Proiect T/L,v4r DC4 l0�! atbn Addie dent br O date 7/l(4 sheet no. job no. /c /W a12 444fn ovr /f1 ?4 out-A.,/ cola - /3 f -r 60/ 1'l2 lb V4 ?2-/C 57, CoAime Pg , 7 57g GG) /G( 6ff USA /'/ti c» �. 7`/e 70P /15'"1-14-1 /1 '41-/t cricm c f ,O rr©l- /4/ d: V- 3 — `/? -ft r 17` (% : 31.7 . th 7'' A-5 z- ., a 6 -> &- 4 : /,%i# z- Cltx �viiuzy m-r- 45:Y i• le,5 / / 151G c (c Gv /'74- 0,o/c) CimC& -57/1" /# act ake S C1/ gs JZ ?-1cov 3 3/60 6es-ricto 4il /ow Concrete Reinforcing Design Calculation AC! 318-05 Section: Jorgensen Forge Furnace Foundation Kiln Car Beam Outside Furnace Bottom Reinforcing Materials: fc = 4 ksi fy = 60 ksi Loads: Vu = 31.70 kips Mu = 72.60 kip-ft Geometry: b = 32.00 in b = 32.00 in d = 17.00 in a = 0.532 in As = 0.964 in for moment = $ for shear = As (min) = 1.813 in As (4/3) If As Is less than As(min) then the smaller of As(min) or M to provide the required area of reinforcing. $Vc = 51.6 kips Vs = 0.0 kips Avis = 0.0000 in Stirrup Size = #4 Number of Stirrup Legs = 2 Stirrup Spacing, s = 8.50 in Maximum Spacing = d/2 = 8.50 in Mu As= $*fy *(d -a/2) 4Vc = + *2 * (fc) 112 *b w *d As*fy a- 0.85 *fc *b = 0.85 for fc of 4 ksi or less p is reduced at a rate of 0.05/ksi for fc in excess of 4 ksi p minimum is 0.65 = 0.85 c = 0.625 in ES = 0.0785 Tension - Controlled 0.90 0.75 9te4T/i "wr M'r Vs = (Vu - IVc)tb 7/2612007 Concrete Reinforcing.xls 3 *(fc) 200 As(min) = MAX: "b,„ *d or — •b,,,, *d f f Av Vs s fy'd 7/26/2007 Section: Concrete Allowable Stress Design ACI 318-05 Jorgensen Forge Furnace Foundation Kiln Car Beam Outside Furnace Bottom Reinforcing Moment: M = 45.50 kip-ft Geometry: b = 32.00 in t = 21.00 in As = 1.860 in Bar Diameter = 0.625 in d = 17.00 in Concrete: fc = 4,000 psi Modulus of Elasticity: Ec = 3,644 ksi Es = 29,000 ksi p = 0.0034 k = 0.208 T =C= 34.51 kips fs = 18,552 psi fc = 611 psi kd = 3.53 in lcr = 3,155 in •NIIG = 24,696 11 1 Max Reinforcing Spacing = 23.12 in Ec = 33 "145 *(Pc) k = ( * p * n + (p * - p *n fc = 2 *C /(k*d *b) p = As/(b *d) j =1- k/3 n = Es/Ec T = C = M/(j *d) Icr = (b*kd + As *n"(d -kd) s = Min of 600,000 /fs -2.5Cc or 480,000/fs Page 1 of 2 n = 8.0 j = 0.931 c� = 3.69 in fs = T /As icon = (b *t Concrete ASD.xls Estimated Crack Width: Concrete Allowable Stress Design ACI 318-05 Crack Width, w = 0.0761R1s`(dc *A) (Gergely -Lutz Equation) h1 = d - kd = 13.47 in h2 =t -kd= 17.47 in R = h2/h1 = 1.30 fs = 18.55 ksi dc = 4.00 in (Concrete Cover to Nearest Bar + 1/2 Bar Diameter) Number of Bars = 6 A = 42.67 in w = 0.010 in 7/26/2007 Page 2 of 2 - Concrete ASD.xIs jf Consu!ting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 dent dale 7/Z44 location JLGh41 riexi M4R sheet no. ob,o. / M'c,t4' ' e% 7 Co / C/fire ifwm 4/495/,9e O Unit./ A- /a © 44. 5-- 7'baa /M't, 544 a4 /5 "!3_% '�L/1" ILL = 3/7 t)k 5Z, z f /7 /Az 6' 8 y 1,456A,z- C! at S icZ /LIr1' `I'I = 33, Z 7/ A/ 7* CleACK WV/ 0.013/,4/ aAree-fc ST . S /M rixicriArz 5t /c . 53/Z '4/ z x /ccc = 73// 4/' pJ 16.4 Concrete Reinforcing Design Calculation ACI 318-05 Section: Jorgensen Forge Furnace Foundation Kiln Car Beam Inside Furnace Bottom Reinforcing Materials: fc = 4 ksi fy = 60 ksi Loads: Vu = 33.20 kips Mu = 62.30 kip-ft Geometry: b = 32.00 in = 32.00 in d = 11.00 in a = 0.599 in As = 1.086 in As (min) 1,173 in`/ As (413) = 1.448 in2 If As is less en the smaller of As(min) or As(4/3) may be used to provide the required area of reinforcing. $Vc = 33.4 kips Vs = 0.0 kips Av /s = 0.0000 in Stirrup Size = #4 Number of Stirrup Legs = 2 Stirrup Spacing, a = 5.50 in Maximum Spacing = d12 = 5.50 in Mu As= $ *fy(d -a2) $Vc = 4)*2 *(fc) 4 for moment = 4 for shear = As*fy a 0.85 *fc*b Vs = (Vu - WVc)f+ 6= 0.85 for fc of 4 ksi or less R is reduced at a rate of 0.05/ksi for fc in excess of 4 ksi 6 minimum is 0.65 13 = 0.85 c = 0.705 in ES = 0.0438 Tension - Controlled 0.90 0.75 Aior ,6 3`(fc) 200 As(min) = MAX: `b,,,`d or —`b„`d f f Av Vs s fy`d 7/26/2007 Concrete Reinforcing.xls 7/26/2007 Section: Moment: M = 33.20 kip -ft Geometry: Concrete: fc = 4,000 psi Modulus of Elasticity: Ec = 3,644 ksi Es = 29,000 ksi Ec = 33145 k = ( + (p * - p * fc = 2`C /(k`d`b) Concrete Allowable Stress Design ACl 318-05 Jorgensen Forge Furnace Foundation Kiln Car Beam Inside Furnace Bottom Reinforcing b = 32.00 in t = 15.00 in As = 1.860 in Bar Diameter = 0.625 in d = 11.00 in p= k= p = As/(b`d) 0.0053 0.251 T = C = 39.52 kips fs = 21,250 psi fc = 895 psi kd = 2.76 in icr = 1,229 in Iconc = 9,000 in Max Reinforcing Spacing = 19.02 in j =1- k/3 n = Es/Ec Icr = (b`kd + As`n`(d -kd) s = Min of 600,000/fs -2.5Cc or 480,000/fs Page 1 of 2 n = 8.0 j = 0.916 T = C = M/U`d) c� = 3.69 in fs = T /As Iconc = (b1 Concrete ASD.xis Estimated Crack Width: Concrete Allowable Stress Design ACI 318 -05 Crack Width, w = 0.076 *R *fs *(dc *A) (Gergely-Lutz Equation) h1 =d - kd= 8.24 in h2 =t -kd= 12.24 in R = h2/h1 = 1.49 fs = 21.25 ksi dc = 4.00 in (Concrete Cover to Nearest Bar + 1/2 Bar Diameter) Number of Bars = 6 A = 42.67 in w = 0.013 in 7/26/2007 Page 2 of 2 Concrete ASD.xls Ql� Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396-0150 Fax (253) 396 -0162 wcatim JAG ats r'7A-t' / e_ de 7 /ZC/ ) client street no. Job na / Cafe -x- '304 -pi ,A,5„,e /A'/' GCia' rp /mil 56.4s 4.7x.,ffeve„,t, eA- z -g - V44 332 fil 17 A-52 123 A/ C/ Se/a)/c4 M,,,y 5/ -P5 17 T G c GV 0 009 C/ /c ,&, O V aileeee Stcr1 . z 3/>c /Z x /cam - c // f°1/ Concrete Reinforcing Design Calculation ACI 318-05 Section: Jorgensen Forge Furnace Foundation Kiln Car Beam Inside Furnace Top Reinforcing Materials: fc = 4 ksi fy = 60 ksi Loads: Vu = 33.20 kips Mu = 48.90 kip-ft Geometry: b = 48.00 in b = 32.00 in d= 12.00 in a = 0.338 in As = 0.918 in $Vc = 36.4 kips Vs = 0.0 kips Avis = 0.0000 in Stirrup Size = #4 Number of Stirrup Legs = 2 Stirrup Spacing, s = 6.00 In Maximum Spacing = d/2 = 6.00 in Mu As $*fy *(d -aft) fVc = d+2 *(fc) $ for moment = 4 for shear = As (min) = 1.280 in As (4/3) _ If As is less than As(min) then the smaller of As(min) or As( to provide the required area of reinforcing. As*fy 5= 0.85*fc *b 13 = 0.85 for fc of 4 ksi or less p is reduced at a rate of 0.05/ksi for fc in excess of 4 ksi minimum is 0.65 I = 0.85 c = 0.397 in ES = 0.0876 Tension - Controlled 0.90 0.75 5/104,2_ AAVA AA fizt? Vs = (Vu - }Vc)lf 3'(fc)' 200 As(min) = MAX: "4,7d f f Av Vs s fy'd 7/26/2007 Concrete Reinforcing.xls 7/26/2007 Section: Moment: M = 31.00 kip-ft Geometry: b = 48.00 in t = 15.00 in As = 1.860 in Bar Diameter = 0.625 in d = 12.00 in Concrete: fc = 4,000 psi Modulus of Elasticity: Ec = 3,644 ksi Es = 29,000 ksi Ec = 33 *145 *(fc) k = (2 * p * n + (p * - en fc = 2 *C /(k *d *b) Concrete Allowable Stress Design ACI 318 -05 Jorgensen Forge Furnace Foundation Kiln Car Beam Inside Furnace Top Reinforcing p = 0.0032 k = 0.202 T = C = 33.24 kips fs = 17,873 psi fc = 570 psi kd = 2.43 in Icr = 1,585 in Iconc = 13,500 in Max Reinforcing Spacing = 26.85 in p = As/(b *d) j =1- k/3 n = Es/Ec T= C= WV) Icr = (b*kd /3 + As *n *(d -kd) s = Min of 600,000/fs -2.5Cc or 480,000 /fs Page 1 of 2 n = 8.0 j = 0.933 c, = 2.69 in fs = T /As Iconc = (b*t3/12) Concrete ASD.xls Estimated Crack Width: Concrete Allowable Stress Design ACI 318-05 Crack Width, w = 0.076 *R *fs *(dc *A) (Gergely -Lutz Equation) h1 =d - kd= 9.57 in h2 =t -kd= 12.57 in R = h2/h1 = 1.31 fs = 17.87 ksi do = 3.00 in (Concrete Cover to Nearest Bar + 1/2 Bar Diameter) Number of Bars = 6 A = 48.00 in w = 0.009 in 7/26/2007 Page 2 of 2 Concrete ASD.xls Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396-0162 wood bcaUon 0/ 240 ivAiL4 dent by V"5 date 7/16/ sheet no. lob no. /n7' @!e)`'= 0244/41 C/ er 94V/CIA4/1/7 15e 013/ /v T a s > > A// 4- r , O4t 4.01 x,0 /7 /4' 07X /C 5 /A/ L5'v 5g'CT7c — i - 6 z .3/c 8 X l Z /oov /( r- P5/ 1 1// /5/ 7 O Concrete Reinforcing Design Calculation ACI 318-05 Section: Jorgensen Forge Furnace Foundation Kiln Car Beam Transverse Bottom Reinforcing Materials: f c = 4 ksi fy = 60 ksi Loads: Vu = 5.94 kips Mu = 5.94 kip-ft Geometry: b = 12.00 in = 12.00 in d = 8.50 in 4)Vc = 9.7 kips Vs = 0.0 kips Avis = 0.0000 in Stirrup Size = #4 Number of Stirrup Legs = 2 Stirrup Spacing, s = 4.25 in Maximum Spacing = d!2 = 4.25 in Mu As= $*fy *(d -a/2) 4Vc = ¢ *2 *(fc) $d As *fy 8= 0.85*fc*b c= es = 4) for moment = 4) for shear = a = 0.232 in As = 0.157 in As (min) = 0.340 in As (4/3) If As is less than As(min) then the smaller of As(min) or As to provide the required area of reinforcing. Vs = (Vu - +Vc)/+ = 0.85 for fc of 4 ksl or less is Is reduced at a rate of 0.05/ksi for fc in excess of 4 ksi p minimum is 0.65 0.85 0.272 in 0.0906 Tension - Controlled 0.90 0.75 3•(fc) 200 As(min) = MAX: *b,,,•d Qr —'b, 7d f f Av Vs s fy`d 7/26/2007 Concrete Reinforcing.xis 7/26/2007 Section: Moment: M = 3.88 kip ft Geometry: b = 12.00 in t = 12.00 in As = 0.240 in Bar Diameter = 0.500 in d = 8.50 in Concrete: fc = 4,000 psi Modulus of Elasticity: Ec = 3,644 ksi Es = 29,000 ksi Max Reinforcing Spacing = 16.62 in Ec = 33145 k = ( * n + (01) 2 ) 1/2 - p * fc = 2`C /(k`d`b) Concrete Allowable Stress Design ACI 318 -05 Jorgensen Forge Furnace Foundation Kiln Car Beam Transverse Bottom Reinforcing p = 0.0024 k = 0.176 T = C = 5.82 kips fs = 24,243 psi fc = 649 psi kd = 1.49 in lcr = 107 in Iconc = 1,728 in p = As/(b`d) j =1 -k/3 s = Min of 600,000/fs -2.5Cc or 480,000/fs Page 1 of 2 n = Es/Ec n= 8.0 j= 0.941 T = C = M /(j`d) Icr = (b`kd + As`n`(d -kd) c� = 3.25 in fs = T /As Iconc = (b`9112) Concrete ASD.xls Estimated Crack Width: Concrete Allowable Stress Design ACI 318-05 Crack Width, w = 0.076 *R *fs *(dc`A) (Gergely -Lutz Equation) h1 =d -kd= 7.01 in h2 =t -kd= 10.51 in R = h2/h1 = 1.50 fs = 24.24 ksi dc = 3.50 in (Concrete Cover to Nearest Bar + 1/2 Bar Diameter) Number of Bars = 1.2 A = 70.00 in w = 0.017 in 7/26/2007 '—' Page 2 of 2 Concrete ASD.xls Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 WPM location dent by date Z9 o7 sheet no job no. 1°7q4 Fo C m At s /3(AiziAe6 4 17 69.4 ,e5J avec ' 150/ /te's 4-0Cootr , tav6 5646 £22F5 tp= Zxll` (7,77" - x ) - c- `7, /w6is . . 1465aidir fl ar / ,tc, , /a 4P 4 }e'0(ow I's / - (4-8)(I7•7 7/0(2 Z.g /,E oov Z 86. !'se ' 5 ..tGo -z) ` G. 4 g s as s eo #Jc. zi x // 45 f 5 13(4 P4Eso/e ' bvc t Onto jc,, ee 5t4 Ott Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 26'6 e 4 10 7 /c.• kcanon Jc6 � ,4f client bYJ/7 date 07 sheet no. Job no. (o �' , �g -670/t y - l jcfF3 Al scin' 4 cow 7b ca 0.000a, At/m /of 74 06 tZxo,c 00(6 x(3'0 =46)a 0.4f Ico,e1z)eo,c,vocio& X 74 t O,16' pm eac ` luct- w 0toc,0008 /4/4 e /nonce? . Z6> /Z y 0,000008 //6,° o CASt l um6 /o . Jo/Ar7 Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396-0150 Fax (253) 396 -0162 wied tLY2A AOc,A/4A7c sheet no. Job no. 10702 bcation dent date 7/7.61)7 6me c041-'s r ,f c dA/' %• +7 • i / C / ,1oc,t Loc / /c,1t/ 2 Chi fi/T rate* or /0Z XPe• /vg / 5(// 4' ',' Sri o, 7 l� Tot' -t C:© 15 7 4 C,W- t /1E4.'6 PesHriWPottecA oittef 2i /f le€ co/ ?- /.I oppo S //--?( Lt' 60 (A1C - SLR} -Ce. alore'S ileepok51 Z ._ 40 4-1 iVe5 of 7 //c ,/7 14)/46_ . 4 pc•4 /4-ger2 p64-z( v,t/2r 7 614 AOY (A-1 4* \ s //-64-Ae_i9 1,3x /,z — /3' opu r z c e 36 fc >c 0, /7.1" 0st mom/ a Axrcoiev clA4we 664 407e Cifiriac 6 tivit'r 17 of= C4 I0,:; 30` w s 13 _ r 380 2,s (Fr mli Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 wood ,vi2i'-i/ se v/ 47/o1-1 to on J i '4 d,t bY Jos' date 7 44/C37 shoat no. lob no. /0744. C AT SC4-3 ease/. �u = t 3 3e o zi %r r j 1 e 3 x 33.0-r 5:83 RW _ / /15 /Ai y 1, fo Aci /fr $- 8e. 7 t /3s / „..4, @ r , l / LA: silExt 44.0.5 A.,07 625e..0.2 /t'/owe 0 /t /5 4(4,6 c' "o i i' - / 1b.e p7ile ,ox 44 ( R 4e ' h /x ,4tfAvz /, /, Concrete Reinforcing Design Calculation ACI 318-05 Section: Jorgensen Forge Furnace Foundation Gear Pit Slab Top Reinforcing Materials: fc = 4 ksi fy = 60 ksi Loads: Vu = 24.70 kips Mu = 72.00 kip-ft Geometry: b = 12.00 in b = 12.00 in d = 12.50 in a = 2.050 in As As (min) = 0.500 in $Vc = 14.2 kips Vs = 14.0 kips Avis = 0.0186 in Stirrup Size = #4 Number of Stirrup Legs = 1 Stirrup Spacing, s = 6.25 in Maximum Spacing = d/2 = 6.25 in Mu As - f*fY" () $Vc = $*2 *(fc)1n4b *d 4 for moment = 4 for shear = Assfy a= 0.85 *fc+• Vs = (Vu - +Vey+ p = 0.85 for toof4 ksi orless p Is reduced at a rate of 0.05/ksi for tc in excess of 4 ksi p minimum is 0.65 13 = 0.85 c = 2.412 in 85 = 0.0125 Tension - Controlled 0.90 0.75 ftwi A/Affi fitelP 3 *(fc) 200 As(min) = MAX: "t,„ *d or -- "b,,, *d f f Av Vs s fy*d 7/26/2007 Concrete Reinforcing.xls • Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396-0150 Fax (253) 396 -0162 prow VAIVA-7704/ by Jibs / date 744 J o7 location jo4t.k.6eArcp26e dent sheet no. 6cbekt �T Sri £fl rm01 -7A 6 / iiwe, ,L r k/ (14-x2 7.: 71 1U1 14' 14" nn 1' v, 17 IU 0,5B Ik1,7)e 1. /7 4- 14 x3l x o,4,oxi .Z 14 :o. /6bX / Z. o, let. 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Concrete Reinforcing Design Calculation ACI 318-05 Section: Jorgensen Forge Furnace Foundation Gear Pit Slab Top Reinforcing Materials: fc = 4 .ksi fy = 60 ksi Loads: Vu = 2.90 kips Mu = 5.90 kip-ft Geometry: b = 12.00 in b = 12.00 in d= 12.50 in a = 0.155 in As = 0.106 in As (min) = 0.500 in As (4/3) = • 0141 in2 If As is less than As(min) then the smaller of As(min) or As(4/3) sed to provide the required area of reinforcing. 4Vc = 14.2 kips Vs = 0.0 kips No shear reinforcement required Avis = 0.0000 in Stirrup Size = #4 Number of Stirrup Legs = 1 Stirrup Spacing, s = 6.25 in Maximum Spacing = d/2 = 6.25 in Mu As - / �, I $.f Kd-a12) $Vc = 02$(fc) «b + for moment = $ for shear = As «fy a- 0.85«fc «b Vs = (Vu - $Vc)/} 13= 0.85 for fcof4ksiorless p is reduced at a rate of 0.05/ksi for fc in excess of 4 ksi minimum is 0.65 a = 0.85 c = 0.183 in ES = 0.2024 Tension - Controlled 0.90 0.75 3•(fc) 200 As(min) = MAX: *I ,,•d Q� —'b f f Av Vs s fyd 7/2007 Concrete Reinforcing.xis 1 ConsuIiJng Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 proloct hmgovAeN 0A14 7 bead^ .�Dyr� calae M date 7/4 silent sheet no. Job no. /O/tm 6rek Ar ce.<707b F-QuioNtA/7 Ai or l o eio s 3f C , 1-y /',f' ;q£'Cc - Z x 3 /4Z / E )(/. G r Z7S z= 5.63 Zs U4 Z c',zZS x 3 63 o, Z J1`7 It VSY - 27S z c. 7 dz- / 5 - 3 - - /z ,Q /A , 4 4e a4 Concrete Reinforcing Design Calculation ACI 318-05 Section: Jorgensen Forge Furnace Foundation Gear Pit Slab Bottom Reinforcing Materials: fc = 4 ksi fy = 60 ksi Loads: Vu = 0.82 kips Mu = 1.60 kip Geometry: b = 12.00 in b 12.00 in d = 11.00 in a = 0.045 in As = 0.030 in As (min) = 0.440 in As (413 If As is less than As(min) then the smaller of As(min) or to provide the required area of reinforcing. $Vc = 12.5 kips Vs = 0.0 kips No shear reinforcement required Avis = 0.0000 in Stirrup Size = #4 Number of Stirrup Legs = 1 Stirrup Spacing, s = 5.50 in Maximum Spacing= d/2 = 5.50 in Mu As= f.fy *(d $Vc = 4 *2 *(fc) $ for moment = for shear = As*fy a- 0.85 *fc *b Vs = (Vu - ;Vc) /+ p= 0.85 for fcof4ksiorless p is reduced at a rate of 0.05/ksi for fc in excess of 4 ksi p minimum is 0.65 � = 0.85 c = 0.053 in eS = 0.6252 Tension - Controlled 0.90 0.75 3 *(fc) 200 As(min) = MAX: 1:),7d Q = b,, *d f f Av Vs s fled 7/262007 Concrete Reinforcing.xls ERB Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 Praied , t a / 4 , 4 - a / M0 -Jr?-1 e 7/Za dent she no. Job no. /07.)Z4. i 7i4 * 0 Nh q-,r o I t 6"1-4-a x 3 1 x Q, S)( or /6' Z e947xal6aL Fc'w, . 56 .a2-S >c 0, N5 - be ?o.Sic O /6D EXrzn ,eS Y 2c0/s" 0 7, . Sax e 3,zg 13.6.4 7 3,61 1 170 1,03 1,53 ov 3248 k- 4 8/ iz o 49. Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 mod rogx/A -ee T"v(>i(,447t)kJ J0 by location jitt; * -ra2 dent sheet no. ono. /d70 C7 P/r � C 7.22 Oatiwr = /oz y. 1. (L /63,2 F= v2N �1c/krl'o�2 49- 9 J.- x (4 ?) 4 Y747, 8 / c 2 4.77 x C. 3S Y x - /. 43& 4 726 4 3 6 Y) I- G. Ss Y //33 /3,7o Y // 8,Z7' 5 SL elf ,9 +- 11,96 (4.77) 4. g,z7 C,.Bs-)= /G 3,4Z- SC )c /, 2 0, 7 f2"5 W Ub7 V� 0, 2r) . l% 05 3,33'VP7 l�yl w a Z 7,'? n ' S dr /5 " 3 // et Concrete Reinforcing Design Calculation ACI 318-05 Section: Jorgensen Forge Furnace Foundation Furnace Slab Uplift Bottom Reinforcing Materials: fc = 4 ksi fy = 60 ksi Loads: Vu = 3.40 kips Mu = 19.80 kip-ft Geometry: b = 12.00 in b = 12.00 in d = 11.00 in Mu As = 4*fy *(d -a/2) $Vc = +*2 *(fc) *b As *fy a= 0.85*fc*b R= c= es = $ for moment = + for shear = a = 0.605 in As = 0.411 in As (min) = 0.440 in As (4/3) = 0.548 in2 If As Is less than then the smaller of As(min) or As(4/3) may be used to provide the required area of reinforcing. (Mc = 12.5 kips Vs = 0.0 kips No shear reinforcement required Av /s = 0.0000 in Stirrup Size = #4 Number of Stirrup Legs = 1 Stirrup Spacing, s= 5.50 in Maximum Spacing = d/2 = 5.50 in Vs = (Vu - 4Vc)!41) p= 0.85 for fcof4 ksi orless p is reduced at a rate of 0.05/ksi for ft In excess of 4 ksl p minimum Is 0.65 0.85 0.712 in 0.0434 Tension - Controlled 0.90 0.75 3•(fc) 200 As(min) = MAX: 1:47d gs --1:1/4„"d f f Av Vs — _ — fy*d 7/2007 Concrete Reinforcing.xls Consulting Engineers 1201 Padfic Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 Proled F 4e( kceon l a l din by j/ date 7 7 ono. Job no /070 6x4e2 / Sciorl 664/7/ 74flion s x O. o,41 (.t7 Za -S (A o4/x8, t 3,3, ic k7 /y 0.4/1S o ,r ,1-7 1 ° v G� 2v'- 3 t- /7" A-5 - 0,zs s S 45 t (9. 2Sr Az,/ Concrete Reinforcing Design Calculation ACI 318-05 Section: Jorgensen Forge Furnace Foundation Exterior Slab Uplift Bottom Reinforcing Materials: f c = 4 ksi fy = 60 ksi Loads: Vu = 3.40 kips Mu = 14.00 kip-ft Geometry: b = 12.00 in b = 12.00 in d = 17.00 in a = 0.271 in As = 0.184 In As (min) = 0.680 in As (413) = 0.246 in2 If As is less than As(min) then the smaller of As(min) or As(4 used to provide the required area of reinforcing. $Vc = 19.4 kips Vs = 0.0 kips No shear reinforcement required Avis = 0.0000 in Stirrup Size = #4 Number of Stirrup Legs = 1 Stirrup Spacing, s = 8.50 in Maximum Spacing = d12 = 8.50 in Mu As 4*fy *() 4Vc = 4 *2 *(fc) 4) for moment = 4 for shear = As *fy a- 0.65*fc *b Vs = (Vu - 4Vcy4 p = 0.85 for fc of 4 ksi or less p is reduced at a rate of 0.05/ksi for fc In excess of 4 ksi R minimum is 0.65 = 0.85 c = 0.319 in ES = 0.1568 Tension - Controlled 0.90 0.75 3.(fc) "2 200 As(min) = MAX *b Q = b,,,•d f f Av Vs s frd 7/26/2007 Concrete Reinforcing.xls nff[I. Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396-0150 Fax (253) 396-0162 wa. client sheet by date 7/Z6/0 7 sheet no. job no. / l'Ood (0t-t) 441 it, 13 ,i/ , t' 6 gaL 04 5A1//-tc, to 4 = 60 p / g63>c Att.) , _Poctee7 zrt. 77' Foo7/A/4 4a" y. 474 Ppre, 4?)(40x 0 ,/ 607 „ 7/9 ics, scz) As-4 Ptyt > 11496: A gig.. nort "I /7.rA5/ “iffoco 19/ 2'53 /vet 7- /to 1 ? Fai7/A-e7 mu Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396-0150 Fax (253) 396 -0162 by V/8 date 7 /7C /a Jare64,051,</firitsf dent sheet no. job no. iA Pow( CoG.v 14.1 A 13f/446c/4 4 c% 45% 6 w• c e0 - /z p' Cps 7/w £40/v 7 ) p„. 3��skys,.�3 X Iz zl, ec. lac) 3,75' x 4,33 M ZI.5> eZ17 P 45 5 6S' 7Z 6s'y 77_ 3o•SX o. /,v= /7z$ 13= Dec 6 z_ /Zx %/ 3 z 51 2o9 / G 'l / f05/ TJ 75s .'1 4 /.x4r- /37 kepr � 17 IGV77A-l-C) Earl Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 yr 1 f4 c eeA7 /v•-1 /€6 dent by J S date 740/67 sheet no. job no. /07A7,6 S A ac-5/64. 4g3 4,L, sG -? 2.. pwr/ Q4' rat � zer etroic e?c, p r "Pe-f6A of Pao l pv f4 /• c R4o rn ' /ea / %rte. towiec C0 is s b$s - ( o" ? / Cov74•c7 , /i4 4 9 "/ Z Ze-1) 10l,Z i(/ a rN T ' xQ S71t1 ecplr 57015/ -' CP /d /i' rri7ia 51V, y Ze) X s X /0 r 700 f 5/7 0155 ,€47io : QS? — b ! gi g " ) S7a e 3 lit( I4"5is Ay Co mmas /jc /vs*i 47, octi q7 30 35 ; C u u C, C 50 C) 0- 55 • C) 60 65 7 75 80 85 16 17 51.41 53.80 25, 1400 •955 336 970 302 6. Select a design slab thickness for which the stress due to load is equal to or less than the allowable stress. In this example the design thickness is 17 in. Fig. 11. Dual -wheel design chart. 300 200 100 '000 900 800 700 600 500 400 300 200 a 0 a) C) t a .0 0 0 L . C) . a L 0 4- 0 a C) 0 C C, z C . C) L N 9 gi , �„' a P 1 000 •• S IiIi F ,i I ha • 111 REIM . • riur UR „U„SUlRR 1 FAN -IKISUbl LISME11111111111111MINEM PI" $! EIN ■ I■ 11 11111111113111111111/11111 EWA � ' RISIIIP EN IPI CII i. 1" 1_11/ 1021 ■■■ $RR nnimp wheel in. M IN. 0 ��`7 Allrial%. sr • { a, tire- area, sq (each contact in. wheel) — s, dual spacing, ' ' . o IM 0 s 1 ��■ v. LSJ ■ ■ NE PA t3 . r 11 KNOW . _ Ell 111111 r Sequence. P = dual -wheel I I L l to load t a, I s to F iimumell RI kill kii . I I 1 30 35 ; C u u C, C 50 C) 0- 55 • C) 60 65 7 75 80 85 16 17 51.41 53.80 25, 1400 •955 336 970 302 6. Select a design slab thickness for which the stress due to load is equal to or less than the allowable stress. In this example the design thickness is 17 in. Fig. 11. Dual -wheel design chart. 300 200 100 '000 900 800 700 600 500 400 300 200 a 0 a) C) t a .0 0 0 L . C) . a L 0 4- 0 a C) 0 C C, z C . C) L N 9 Erni Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396-0150 Fax (253) 396 -0162 eject r cruel � (. v 7,02 l location rir'[.Clt lbu,C dent b# Jii date 7/l✓67 sheet no. Job no. pez4, 7/46a A = 577 L 571 - / 55; 3/ Fz / / fzw use /o SC 7/ /ir 4 s- Z9'7 frst G 37.5" mli Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 v /2/./ t AUt-09 Wi t-/ location Jv/260.66c,/. 41-ef* diem by J/ date 7 k7/o7 sheet no lob no. ‘C4 / ' /ry a'2ci/v4 C7.0 /S ,c, ., s - isy l 5'x /Z x 0,(x)/8 z 0, 3Z/.../ p, /6 - ('V%7 7b/2g/A:$7 # `f@ /p /5 r � Zl A z,G?- Consulting Engineers 1201 Pacific Ave. Suite 800 Tacoma, WA 98402 (253) 396 -0150 Fax (253) 396 -0162 ciant4 Vie./ client by J/2 de. 74/07 sheet no. job no /07ae. 13c Soper &p 13145e x15, 3 x Sc ( 1 4((97 - " /2) 574 - 77c "7 --e, 15/ ptt x S) C 204.3 03S 21n /50.& Svf'ao22 >s /4#14' .4 1:x:4 v4 ,4,., () &S7 /'a, q 6 7/I /c c 12 - A55 Uri." F )r /mil, /-}vip ifie —r VVS 4 4 .5gy'o.ki 4/4 S /WS p 3 c�y0 e 5, cov "sg 4 x6 /,33x1.33 1141: /,/s Z 0 4/ ,k Az / C� �Zx l‘Z Air S 6 ( p o x 3/ rs, /� z- 01 -08 -2008 CHUCK LUCE 8531 EAST MARGINAL WY S TUKWILA WA 98108 RE: Permit No. D07 -305 8531 EAST MARGINAL WY S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or fmal inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/27/2008 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, fifer Marshall, Permit Technician xc: Permit File No. D07 -305 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 I. August 22, 2007 Chuck Luce 8531 East Marginal Wy S Tukwila WA 98108 -4018 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -305 Jorgensen Forge — 8531 East Marginal Wy S Dear Mr. Luce, 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 included comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that 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. 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 -3760. Sincerely,, arshall ician encl File No. D07 -305 City of Tukwila „,)4 P:\Pennit Center Correction Letters \2007\D07 -305 Correction Ltr #1.DOC jem Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: August 22, 2007 Project Name: Jorgensen Forge Permit #: D07 -305 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, 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 plan notes make reference to what is now the outdated 2003 International Building Codes. Please review the plan general notes and documents for structural compliance with the 2006 International Building Code. Either provide revised plan documents or provide a memo authorizing the redlining of the existing notes to reference 2006 International Building Codes. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D07 -305 DATE: 08 -22 -07 PROJECT NAME: JORGENSEN FORGE SITE ADDRESS: 8531 EAST MARGINAL WAY S _ Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPART ENTS:i,W0/ Bui Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -23 -07 Complete 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 Documents/routing slip.doc 2-28-02 ftw PLAN / ROUTING SLIP Fire Prevention Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Planning Division Structural ❑ Permit Coordinator X Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 09 -20 -07 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: JORGENSEN FORGE 8531 EAST MARGINAL WAY S D07 -305 PLAN 4'01EWQR SLIP ACTIVITY NUMBER: D07 -305 DATE: 08 -14 -07 PROJECT NAME: JORGENSEN FORGE SITE ADDRESS: 8531 EAST MARGINAL WAY S X Original Plan Submittal _ Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEP THE TS: g cling Division Public Works 4 h DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route Documents/routing slip.doc 2-28-02 Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: APPROVALS OR CORRECTIONS: Structural Review Required REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:.J 6(1 Kla. ( Fire Prevention X Structural Incomplete 1 3'1 p.J6.07 Planning Division IOC Permit Coordinator DUE DATE: 08 -16 -07 Not Applicable ❑ No further Review Required DUE DATE: 09 -13 -07 n City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (p- ZZ - d Plan Check/Permit Number: 'O — �OS ❑ Response to Incomplete Letter # '2 Response to Correction Letter # r ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Created: 8 -13 -2004 Revised: c7; emcee x`77 Project Address: v,�X . r_ Ku/ 3S7 - / ©yam Contact Person: � r Phone Number: 0 6- Summary of r evision: ra r)t del / e - h v 4. vsi �iz KGe.�^ v0 / K e f Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on a \applications\forms- applications on Iine\revision submittal a LVLt Y LLl :piTY OF T1JKWIIA AUG 22 ills 'tMMIT CCNTCR STATE OF WASHINGTON) COUNTY OF KING ss. CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 - 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO.: P fit_t_ip , states as follows: [please print] 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration re uirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. , and will therefore not be performed by a registered contractor. \applications\8 -2004 affidavit in lieu of contractor registration I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. APPLI ANT Signed and sworn to before me this / L day of � — , 20d 7. A (ti b�zi'�I NOTARY PUBLIC in and for the State of Washington, Residing at �C l , County. Name as commissioned: 37 Ef-t flu . 1-v4 My commission expires: a 3 a 7 a? 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications' -2004 affidavit in lieu of contractor registration contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor; 12. An owner who contracts for a project with a registered owner; 13. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 17. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. JORGENSEN FORGE CORP. INDEX OF DRAWINGS; Page # 1 S1 Structural Notes Page # 2 S2 Plan Page # 3 S3 Sections Page # 4 S4 Sections Page # 5 S5 Sections Page # 6 Dl Demolition Plan Page # 7 JFC Vicinity Map Plan rrvic i r- -cf b u! ject to errors kprovj c: c_::_�- rtt c. ,. Inc omit the Approve! c: c: , ccc -- _� mcnts es net authorize Of app: c �a . C _ : cr c:::.',::•s� Receipt 13% Wedged: Date: By i REVISIONS No changes shall be made to the scope of work Tuk prior approval of NOTE: Revisions will require a new plan submittal and may indude additional plan review fees. ran copy Permit No. City of Tbicwiia BUILDING DIVISION D01-3 11, RECEIVED AUG, 1 3 2007 PERMIT CENTER: SPECIA ESTABL19fD CTION SCHEDULE SECTXIN 109 d OMPTER 17 rim CCNTNIxMA NSPECTION PERIODIC INSPECTION COMMENTS Soh long. escovotlon & A By aeotechnkd Eipixer Find foundotIan preproaan By Oeotechnkd Engineer concrete Renfurcing ploconont X Preparation of test specimen x Concrete placement x Embedded plates X Curing X Yielding Wddfng of enders and elude X Plate Welding x STRUCTURAL NOTES GENERAL Design Code: All design and construction shall conform to the requirements of the International Building Code, 2003 Edition. Submittals: Shop drawings shot be submitted to the Engineer prior to any fabrication or construction for all structural items, including the following: concrete reinforcement, embedded steel items and the 2 inch steel plate. Existing Conditions: The Contractor shall verify all levels, dimensions and existing conditions in the field before proceeding with any demolition or construction. The Engineer shall be notified of any discrepancies or field changes and the Contractor shat obtain direction from the Engineer before proceeding. Dimensions of existing conditions marked as (REF) may be based on record drawings and are to be field verified by the Contractor. Construction: The Contractor shall be responsible for all construction safety, methods, techniques, sequences, or procedures required to perform the work. NUTEC BICKLEY FURNACE REFERENCE DRAWINGS Foundation Plan, 07- 2036/1AF/01, Rev. 2, doted May 16, 2007 Foundation Details, 07- 2036/1AF/02, Rev. 1, doted May 16, 2007 Embedded Conduit, 07- 2036/1AF/04, Rev. 1 doted July 23, 2007 FOUNDATION DESIGN LOADS Fumoce dead loads and kiln car wheel loads as provided on the Nutec Bickley Foundation Plan (07- 2036/MF/01). Maximum continuous design surface temperature with kiln car in the furnace = 300' F (149' C). Maximum transient design surface temperature with kiln car out of the furnace = 600' F (316' C). The foundation slab under the gear box has been designed for an upward pull of 102 kips to account for breaking the 120 triple strand drive chain that moves the kiln car in and out of the furnace. The pull of chain on the gear box is limited to one side only per discussion with Jorgensen personnel. The slab under the 2 inch steel plates has been designed for a mobile manipulator with a 97 kip axle load with dual wheels (4 tires total). �?#xle load DEMOUTION Demolition of existing slabs and foundations shall be as shown on Drawing D1. The top surface of the existing concrete foundations that are shown to remain in place shall have all loose material removed to the Engineers satisfaction and swept clean prior to placing the new concrete slab. FOUNDATION SOILS Geotechnical Data: Geotechnical data is based on the Geotechnical Design Requirements Memorandum by Anchor Environmental, LLC. dated July 27, 2007. Design parameters: Allowable bearing pressure, 3,000 psf (includes a factor of safety of 3.0). Vertical modulus of subgrode reaction, k = 90 pct. Construction Requirements: Excavate existing materials to accommodate the new foundations and 12 inches of structural fill. Compact the subgrode in accordance with the recommendations of the Geotechnical Design Requirements Memorandum. Prior to placing the structural fill, the subgrode shat be inspected by the Geotechnical Engineer for soft spots. Local soft spots shall be excavated another 12 inches, the subgrode compacted, and filled with composted structural fill. Excavated material shall be stockpiled at a designated location on the Jorgensen property. Excavated material will be disposed of by the Owner. Structural fill shot be provided, placed and compacted in accordance with the recommendations of the Geotechnical Design Requirements Memorandum. CONCRETE Concrete work shall conform to all requirements of Chapter 19 of the International Building Code. Concrete Mix: The concrete strength shall be verified by standard 28 —day strength tests (2 cylinder breaks per strength test). Concrete mixes shall conform to the following requirements: Concrete strength at 28 days, 4,000 psi. Maximum water/cement ratio = 0.40. Maximum aggregate size = 1 -1/2 inches. Concrete shall not be air— entrained. Mix Design: The Contractor shall submit a concrete mix design for approval 2 weeks prior to placing any concrete. The mix design shall be based on field experience or trial mixtures in accordance with the provisions of Section 5.3 of the American Concrete Institute 'Building Code Requirements for Structural Concrete', ACI 318 -05. REINFORCING STEEL Deformed Bars: ASIA A 615, Grade 60 Deformed Bar Anchors (DBA): ASTM A 496 Reinforcing Supports: Reinforcing supports shall be in accordance with Concrete Reinforcing Steel Institute Manual of Standard Practice, MSP -2 -01. Epoxy coated or plastic bar supports 'Al not be allowed. Reinforcing Lap Splices: Lop splices shall be a minimum of 60 bar diameters. Reinforcing Cover. Concrete cover over reinforcing shall be a minimum of 2 inches on all surfaces, except the cover on the bottom of slabs and foundations shall be a minimum of 3 inches. Surface Finish: The concrete surface (including the surface under the refractory floor slob) shall receive a smooth trowel finish. Curing The concrete foundation shat be moist cured for a minimum period of 7 days by sealing the surface with two coats of curing compound (ASTM C 309, Type 1). The curing compound shat be placed in accordance with the manufacturers written instructions. The application rate shall not exceed 200 square feet per gallon. A second coot shall be placed at right angles to the first coat to ensure complete coverage. After the final application of curing compound, the foundation shall be covered with white polyethylene film meeting the requirements of ASTM C 171 for the remaining curing period. Joints in the film shall be lapped a minimum of 6 inches and toped Care shall be taken to ovoid any tearing the film during placement. Any team in the film shall be repaired by lapping additional film over the tear and taping in place. Foundation Preconditioning Following the 7 day cure, the foundation within the confines of the furnace shall be preconditioned by heating the top surface of the concrete foundation to 200' F and maintaining this temperature for o minimum of 2 days. The rate of heating or cooling of the foundation shall not exceed 25' F per hour. The concrete surface temperature shall be continuously recorded during the preconditioning period. Reinforcing Adhesive•. The adhesive used to anchor reinforcing to existing concrete shall be Hilti HY -150 adhesive mortar or an approved equal. Installation, including Billing holes in the existing concrete, shall be in accordance with the adhesive manufacturers written instructions. REFRACTORY FLOOR SLAB The concrete foundation within the confines of the furnace (os indicated on the Drawings) shall be covered with a 6 inch thickness of Morco Durofoor as manufactured by Missouri Refroctories Co. or an approved equal. Carbon steel needles shall be provided in the mixture per the manufacturer's recommendations for this application. The mixing, placement, curing and dry—out of the DuraFloor material shall be in compliance with the manufacturer's written instructions. Polyethelene Sheeting A 10 mil thick polyethylene sheet shall be placed between the underlying concrete slab and the refractory slab. Saw Cuts: The Durafoor shall be sow cut to a depth of 1 -3/4 inches at the locations indicated on Drawing S2. The refractory floor slab shall be saw cut as soon after placement as possible without raveling the edges during the cutting operation. Sow cuts shall be filled with Morco Phosfloor F in accordance with the manufacturer's written recommendations. Surface Finish: The refractory surface shall receive a smooth trowel finish. STEEL Steel design, fabrication and erection shall conform to the requirements of Chapter 22 of the International Building Code. Materials: Steel Angles and Plates: ASTM A 36 Welded Headed Studs (WHS): ASTM A 108 Anchor Bolts: As supplied by the furnace manufacturer Welding Electrodes: 70 ksi, low hydrogen Welding: All welding shall be in conformance with American Institute of Steel Construction (AISC) and American Welding Society (AWS) standards and shall be performed by AWS /WABO certified welders. Only welds that are prequalified, as defined by AWS, or qualified by testing shall be used. Shop drawings shall show all welding with AWS D2.4 symbols. Steel Plate: A 2 inch thick steel plate shall be cast into the top of the concrete slobs outside of the oven as shown on the Drawings. The steel plate shall be anchored to the concrete with 3/4 inch diameter x 6 inch welded headed studs (VMS) at a maximum spacing of 18 inches in orthogonal directions. Provide weld headed studs within 9 inches of all plate edges around the perimeter of the plates. Provide 3 inch to 4 inch diameter holes for placement of the concrete slab on a maximum spacing of 4' 6' in orthogonal directions. The contractor shall submit a plate placement plan to the Engineer for approval that shows the location of all individual plates, edge preparation, the location of holes for concrete placement and how the plates are to be supported prior to placing the foundation concrete. INSPECTION SCHFDULE NOTES 1. The items checked with an 'X' shall be inspected in accordance with IBC Chapter 17 by a certified special inspector from on established testing agency. For material sampling and testing requirements, refer to the structural notes and the notes below. The testing agency shall send copies of all structural testing and inspection reports directly to the Engineer, contractor and building official. Any materials which fail to meet the project specifications shall immediately be brought to the attention of the Engineer. 2. Special inspection is not required for work performed by an approved fabricator per IBC Section 1704.2.2. 3. Continuous special inspection means that the special inspector is on the site at oil times observing the work requiring special inspection (IBC 1702). Periodic special inspection means that the special inspector is on site at time intervals necessary to confirm that all work requiring special inspection is in compliance. 4. All welds shall be visually inspected. DRAWING LIST S1 S2 S3 S4 S5 D1 STRUCTURAL NOTES PLAN SECTIONS SECTIONS SECTIONS DEMOUTION PLAN REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 3 2007 City Of Tukwila BUILDIN . DIVI ION STRUCTURAL DRAWING ABBREVIATIONS AB ADM_ ADJ AGG AFF ANCH ARCH B/_ BLDG BLK BM BOT BRG BSMT BTWN BUR C CAP CB CC CIP CJ CL CLR CMU COL CONC CONN CONST CONT CONTR COORD CP CTR CY DB DBA DBL DET DF DIA DIAG DIM DKG DO DN DWF DWG DWL EA EF EL ELECT ELEV EMBED EQ EQUIP EW EX EXP EXT FD FDN FIN FLG FLR FS FT FIG GA GB GALV GEN GL GOVT GR GAB HF HGR HK HORIZ HP HSS ID IE IF Anchor Bolt Additional Adjustable Aggregate Above Finish Floor Anchor Architectural Bottom of Building Blocking Beam Bottom Bearing Basement Between Built—Up Roofing Camber Capacity Concrete Beam Center to Center Cast in Place Construction or Control Joint Centerline Ceiling Clear Concrete Masonry Unit Column Concrete Connection Construction Continuous Contractor Coordinate Complete Penetration Center Cubic Yard Divider Beam Deformed Bar Anchor Double Detail Douglas Fr Diameter Diagonal Dimension Decking Ditto Down Deformed Wire Fabric Drawing Dowel Each Each Face Devotion Electrical Elevator Embedment Equd Equipment Each Way Existing Expansion Exterior Floor Drain Foundation Finish Flange Floor Far Side Feet Footing Gage Grade Beam Galvanized General Glued Laminated Beam Government Grade Gypsum Woll Board Hem —Fir Hanger Hook Horizontal High Point Hollow Structural Section International Building Code Inside Diameter Invert Elevation Inside Face IN INT JST JT K KSF KSI LF LLH LLV LP LVL MAX MECH MIN MISC MOM NDT NIC NOM NO NS NTS OC CO CF OPNG OPP P PC P/C PEN PDP Pt. PLWD PNL PP PS PSI PSF PT PWT R RD REINF REF REM REQ'D RO RND RN SC SCHED SECT SHT 5111 SOG SP SPEC SQ STD STIFF STIRR STL STRUCT SUPP SYM T/ TAB TAG THK THRU TRANS TYP Inch Interior Joist Joint Kip (1,000 lbs.) Kips Per Sq. Ft. Kips Per Sq. Inch Lineal Foot Long Leg Horizontal Long Leg Vertical Low Point Laminated Veneer Lumber Maximum Mechanical Minimum Miscellaneous Moment Non Destructive Testing Not in Contract Nominal Number Near Side, Nonshrnk Not to Scale On Center Outside Diameter Outside Foce Opening Opposite Post Piece Precast Penetration Plan Dimension Point Plate, Property Line Plywood Panel Partial Penetration Prestressing Pounds Per Sq. In. Pounds Per Sq. FL Point Prefabricated Wood Truss Radius Roof Drain Reinforcing Reference Dimension Remain(der) Required Rough Opening Round Return Slip Schedule Section Sheet Similar Slab —on —Grade Space Specification Square Stainless Steel Standard Stiffener Stirrup Steel Structural Support Symmetrical Top of Top and Bottom Tongue and Groove Thick(ness) Through Transverse Typical UNO Unless Noted Otherwise VERT Vertical W/ With W� Wood WF Wide Flange VMS Welded Headed Stud W/O Without Wh Work Point WT Structural Tee WWF Welded Wire Fabric R EfAi AUG. 1.3 2007 PERMIT CENTEh PERMIT SUBMITTAL d be m a 0 o z WO o cc Q 0 0 LL Z WO LL W W U 0 C LL PROJECT NO.: 107026 SCALE: AS NOTED DATE: 8/3/07 SHEET NO S1 SCREENED FURNACE COMPONENTS, TYP EXIST CONC SLAB L `J 1' EXP JOINT, SEE 2tS5 TOP OF EXISTING STEEL BASE PLATE = EL +10.00 EDGE EXIST SLAB REFRACTORY! -i` 1' -7 1/4' 14' -3' FACE OF EXIST COL _ _/ 1' - 1 1/2' (2) 14x4' -0' TYP AT RE- ENTRANT CORNERS (5 LOC) 18' -5' 1' -3 9/16' -- - - - - -J i 1" PL 5-6 5 /8'x2'PL 1' -11 13/16' 20' -9' 32' -0' OF RAIL 4 1/16' O 22' -0' (REF) SCALE: 1/4"=1 11' -8 13/16' FURNACE FOUNDATION PLAN AT EL +9.00 CL FURNACE DOOR COLUMN 5 -4 5 /B'x2'PL z (4) 8' -0' x 2' PL = 32' -0' CL FURNACE EC NINE AUG 13 2007 PERMIT CENT E REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 3 2007 City Of Tukwila BUILDING DIVISION NOTES: 1. CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIIAENSIONS WITH FURNACE MANUFACTURER PRIOR TO CONSTRUCTION. 2. ANCHOR BOLTS FOR FURNACE AND RAILS ARE NOT INCLUDED IN THESE DRAWINGS. THESE ANCHOR BOLTS WILL BE POST INSTALLED BY THE FURNACE MANUFACTURER. 3. CONTRACTOR SHALL COORDINATE REQUIREMENTS FOR EMBEDDED ELECTRICAL CONDUIT WITH FURNACE MANUFACTURER. 4. THE RAIL POCKETS AND FURNACE DOOR POCKETS SHALL BE GROUTED AS INDICATED AFTER THE FURNACE INSTALLATION IS COMPLETE. 5. FURNACE COMPONENTS ARE SHOWN SCREENED FOR INFORMATION ONLY. PERMIT SUBMITTAL 0 44444< z WO O 0 Z WO U W W U CC Z Ocr LL z Cl- PROJECT NO.: 107026 SCALE: AS NOTED DATE: 8/3/07 SHEET NO. S2 2/S5- 1' EXP JT- 9' EXIST SLAB 12' STRUCTURAL FILL EXIST CONC TO REMAIN 14' -3' POIYETHELENE SHEETING — CP, 12' -2'3 (REF) 17 06' 1706' U U iC 6" REFRACTORY SLAB CC , 01713P- is 0 12" C.__ 1508" 15-5 5/8' 107 SPA 0 6': 14 STIRRUPS LA TYP 0 EA RAIL 11' -8 13/16" j c■■■■=t" , ati ..173A Aff A / 21' -0' 2' STEEL PL SEE NOTE 1 f PL 2' -2 5/8' SECTION SCALE: 1 /2' =1' -0' 1 0 28. 1� 2' -8' SECTION SCALE: 1/2 " =1' -0' CL FURNACE DOOR COL 6' -11' GEARBOX PIT 1 STEEL PL CL RAIL 1' -4' j 4' -2 3/8' .406C? 1 0 if 2' 1508' 50 -5' 30 -0' (REF) .1 I 1 ♦ 15 08' - J 1 j 1 CL OVEN 4' -2 3/8' ; mow Si w stteatz • * ow , . 12' STRUCTURAL FILL SEE A/S5 FOR DETAILS NOT SHOWN CL RAIL 1' -4' 15 0 12" 15 -0' 12" GROUT RAIL POCKETS NORTH OF CL OF FURNACE DOOR COLUMNS WITH CONCRETE AFTER FURNACE MANUFACTURER HAS COMPLETED THE RAIL INSTALLATION. 2" STEEL PL SEE NOTE 1 9' -5 5/8' 1 TYP 0 TOP 14 STIRRUPS � 0 6' FlLL STRUCTURAL 2' -8' TI? 0 TOP N 15 012' 15 0 8' - 1 . 1 -1- r EL +9.00 • 15 1 0 12' REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 3 2007 City Of Tukwila B ILDING DIVISION EL +9.00 NOTE: 1. WHS NOT SHOWN FOR CLARITY. 4 q 2. RAIL POCKET CONCRETE NOT SHOWN. AUG 13 2007 PERMIT CENT;- PERMIT SUBMITTAL ., v N v e C O bo W a , ^1 be C N J j N U v 4. q O 3 0 So u ri a i E "' 0 u "i ti e4 0 z wo C 0 0 Z z � WO (i) W w U � O CC D U- z 0 1= 0 W PROJECT NO.: 107026 SCALE: AS NOTED DATE: 8/3/07 SHEET NO. S3 t0 EL VARIES 3' -8 5/8" (3) 15x7' -0'- -\ i (3) I I 1 (5) 15x12" -1' (4) 15 0 12' 0' CL FURNA 3' -11' DOOR COL 6' REFRACTORY SLAB- GROUT POCKETS FOR FURNACE DOOR COLUMNS WITH CONCRETE AFTER FURNACE MANUFACTURER HAS COMPLETED FURNACE INSTALLATION. 4' -8 5/8' (7) /5 0 12" \__,/ 17 06' GROUT RAIL POCKETS SOUTH OF CL OF FURNACE DOOR COLUMNS VNTH REFACTORY MATERIAL AFTER FURNACE MANUFACTURER HAS COMPLETED THE RAIL INSTALLATION. 16" CL RAIL 1' -8 3/8" CL RAIL 16' 3' –B' 2' -6' SECTION SCALE: 3/4' =1' -0" (-2 3/8" POLYETHELENE SHEETING, TYP SECTION SCALE: 3 4' =1 –0 30' -0' (REF) CL FURNACE i 8' -2' 30 -0' (REF) CL FURNACE >rA / 1' EXP JT 14 0 12' 8' CONC / SUB SEE 2/55, OPP /5 1 0 _ 112 i (3) 1 15 12' 6 REFRACTORY 615 //A ./# 10,0 7,7 77 p 0 6' C 3' -4' 4' -2 3/8" 15012', Tr 0 3/8' 16' CL RAIL CL RAIL 16' (4) /5 r§:- 3' -11' POLYETHELENE SHEETING, TYP (4) /5 SEE B /S5 FOR DETAILS NOT SHOWN 4' -8 5/8' 15 0 12' f SEE 2/S5 14 r 1 AUG, 13 2007 PERMIT CE O,TL CL FURNACE DOOR COL ( /5 17g; 1' EXP JT 14 0 12' EXIST CONC SLAB TO REMAIN (4) 1 1' -9 5/8' I 012 4' REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 3 2007 City Of Tukwila BI�ILDII~i ;3I�� �':y 8" CONC SLAB EL +9.00 EXIST CONC SLAB NOTE: 1. WHS NOT SHOWN FOR CLARITY. 2. RAIL POCKET REFRACTORY MATERIAL NOT SHOWN. 3. FURNACE COLUMN POCKET CONCRETE NOT SHOWN. PERMIT SUBMITTAL z 0 cc 44444< z WO CC Q 00 LL WO W W U Z O CC IL U) z 0 U W PROJECT NO.: 107026 SCALE: AS NOTED DATE: 8/3/07 SHEET NO. S4 ���eey` (6) 15x11' -3' 12' STRUCTURAL FILL ( /5 0 11' \___/ 6' ( 15 0 12' 12' ( / - -�/� t0 EL VARIES 3' -8 5/8" (3) 15x7' -0'- -\ i (3) I I 1 (5) 15x12" -1' (4) 15 0 12' 0' CL FURNA 3' -11' DOOR COL 6' REFRACTORY SLAB- GROUT POCKETS FOR FURNACE DOOR COLUMNS WITH CONCRETE AFTER FURNACE MANUFACTURER HAS COMPLETED FURNACE INSTALLATION. 4' -8 5/8' (7) /5 0 12" \__,/ 17 06' GROUT RAIL POCKETS SOUTH OF CL OF FURNACE DOOR COLUMNS VNTH REFACTORY MATERIAL AFTER FURNACE MANUFACTURER HAS COMPLETED THE RAIL INSTALLATION. 16" CL RAIL 1' -8 3/8" CL RAIL 16' 3' –B' 2' -6' SECTION SCALE: 3/4' =1' -0" (-2 3/8" POLYETHELENE SHEETING, TYP SECTION SCALE: 3 4' =1 –0 30' -0' (REF) CL FURNACE i 8' -2' 30 -0' (REF) CL FURNACE >rA / 1' EXP JT 14 0 12' 8' CONC / SUB SEE 2/55, OPP /5 1 0 _ 112 i (3) 1 15 12' 6 REFRACTORY 615 //A ./# 10,0 7,7 77 p 0 6' C 3' -4' 4' -2 3/8" 15012', Tr 0 3/8' 16' CL RAIL CL RAIL 16' (4) /5 r§:- 3' -11' POLYETHELENE SHEETING, TYP (4) /5 SEE B /S5 FOR DETAILS NOT SHOWN 4' -8 5/8' 15 0 12' f SEE 2/S5 14 r 1 AUG, 13 2007 PERMIT CE O,TL CL FURNACE DOOR COL ( /5 17g; 1' EXP JT 14 0 12' EXIST CONC SLAB TO REMAIN (4) 1 1' -9 5/8' I 012 4' REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 3 2007 City Of Tukwila BI�ILDII~i ;3I�� �':y 8" CONC SLAB EL +9.00 EXIST CONC SLAB NOTE: 1. WHS NOT SHOWN FOR CLARITY. 2. RAIL POCKET REFRACTORY MATERIAL NOT SHOWN. 3. FURNACE COLUMN POCKET CONCRETE NOT SHOWN. PERMIT SUBMITTAL z 0 cc 44444< z WO CC Q 00 LL WO W W U Z O CC IL U) z 0 U W PROJECT NO.: 107026 SCALE: AS NOTED DATE: 8/3/07 SHEET NO. S4 U w N 0 0 6' REFRACTORY 3/4 "0x4" VMS SLAB 0 12'0C MAX 0 REFRACTORY SLAB 1' COVER PL BY OTHERS JAWATYAWil 1 1/2' ( 1 L V -1 SECTION SCALE: 3/4' =1' -0' 45. Ana 0 (2) 15 0 12' L/ 1' -11 13/16' CJP 1/2' 60' 1' PL DETAIL SCALE: 1 1/2 " =1' -0" PIT COVER PL BY OTHERS SECTION SCALE: 3/4' =V-0" CL FURNACE DOOR COLUMN 10' 1' -1 1/2' 1' -1 1/2' 10' GEARBOX PIT 3/4'0x6' VMS 1 f5 0 12' REFRACTORY SLAB CONC FDN f 5 0 10' 3' -6" ( 1 1' -11 13/16' n 0 6 (7 DETAIL SCALE: 1 1/2 " =1' -0" 2' -8' /5 2' -8' ( 1 15 0 12' SECTION SCALE: 3/4' =1' -0' CAULK JOINT W/ SIKAFLEX -lo OR APPROVED EQUAL (SERVICE RANGE -40' TO 170') PREFORMED EXPANSION JOINT FILLER PER ASTM 01751 1 1/4' 1 1/4 (9) SPA 0 7 1/2' = 5' -7 1/2' CL FURNACE DOOR COLUMN 1' -1 1/2' 3/4'0x6' VMS fs SECTION SCALE: 3/4' =1' -0' 1 0 8'0C GEARBOX PIT f 0 10'0C f4 0 12'-N 4 EMBEDMENT SECTION SCALE 3/4' =1' -0' REINFORCING ADHESIVE EXIST CONC SLAB 4 \-1'0 ELECTRICAL CONDUIT BY OTHERS REVIEWED FOR CODE COMP LIANCE APPROVED AUG 2 3 2007 City Of Tukwila 1 B I D NC DIV.' .Q1. RECE �i 4 '� i1.., � r,_9 =� AUG 13 2007 PERMIT CENTEI PERMIT SUBMITTAL S 0 E 0 z 0 y Z w o u-z Z W (n LL Z Z W U CC Z O CC LL PROJECT NO.: 107026 SCALE: AS NOTED DATE: 8/3/07 SHEET NO. S5 o» it DEMOLISH EXIST CONC EXIST CONC SLAB EXIST 9' CONC SLAB TOP OF EXISTING STEEL BASE PLATE = EL +10.00 14• -4' 7.67± APPROXIMATE LIMITS OF EXIST EXCAVATION X7 1' 0 TOP SEXIST CONC, j EDGE EXIST SLAB EXIST CONC TO REMAIN 22' -0' (REF) 8.941 14' -4' FURNACE DEMOLITION PLAN SCALE:1 /4" =1' -0' SECTION SCALE:1 /2 " =1' -0" 1' -7 1 /e FACE OF EXIST COL DIRT FLOOR — DIRT FLOOR 7 -0' (REF) DEMOLISH EXIST CONC NOTES: 1. SAW CUT PERIMETER OF SLAB REMOVAL AREA FULL DEPTH. 2. ELECTRICAL CONDUIT SHOWN FOR INFORMATION ONLY. INSTALLATION OF ELECTRICAL CONDUIT BY OTHERS. 3. INDICATES EXTENT OF DEMOUTION ; 'NV' Nip — CL FURNACE R CODE CO AP PROVE A UG 2, 3 2001 City Of Tukwila B TWIN DIVISION RECrJV B AUG .13 Z007 PERMIT CEI"l b PERMIT SUBMITTAL M W N W b C 0 Oa W a N .G 4 , `1 h 0 N U V' CS IV. O1 0 ea ul o 'o u A o, z 0 z w0 0 0 Z w rn LI- Z w W0 � O CC U_ PROJECT NO.: 107026 SCALE: AS NOTED DATE: 8/3/07 SHEET NO. D1 ACt.:NEEN PRoFERTy L'NE (APPRcr.) lemie".1114,1 JORGENSEN FORGE CORPORATION • 4 1 4 s c t..14..A#4 co rc wASTE CHEMICAL STORAGE (INCL 6C00 DIESEL TANK) STCRACf.' EARTK:4 AREA (SURFACE sTAJNING) CH1: SC .ALE STORAGE 1 -CCCUNC. TOwCRS 1 R &ACK- UP • 0 MELT SI•iCP AC:0 PIT I I i SCRAP rT SLAG/SwARF 0 : PROCESSING" II CHIP STORAGE I I ' rt" MILL ScALE STORAGE EATTLE, WASHINGTON 0 BILLET/INGOT STORAGE . _ 0,7-S EL=ARATO R CILMATE?. GASCUNE TANK ' AECVE s • c.) • mcus mr T Alm. NAGE EN `C- .Cos a 1 1 .3.4E P.ccx STORAGE LA2CRATCR'r SHOPS I PARKING ENC:NEERING - 1 1 FCRMER 9ILLE7 STCRACE A8CmE C CRCUND \\\\\\\ et:77.N OIL HEAT Clt. UST SUP c"..Y 7ANK PARK:NC ////// i ck AREA 1 (CIL rig SCR.) /7 7A.N'f- A TEST I 11 1 7 010 076 .-4;.:4 I I BURN fl 0 1- C C C • L_J RrFAIR • Ui -ECTRtc.t. SHOP 110 UPSE7TER M 1 1 , , J ! !1C CFPCE 2UILZING 1 1 i i-; n il II I I . , J, 1 II I lifi MAC1-I!NE Sc 1.1 I" n 1-il (ri-i.iS) 111 li I = r1 ...... 7 ;--: fl F,77.9 1 0 ij 0 111111 li lit il .1 IFF-- •■ /....r .., ......e . C ; E i a w ..., .: ( I . . . . . . . . .,.■ . . . . 4 4 ZZ „F„„r .. ....11 PUMP FICCAANCN-1 I .."tc• Hit 1 1 ;-st.'c I_RE AREA 1 1 :..=:: — _ — 1 ,-uNCEReRcutic--- 1,,,- TvAuL -- .11 - ■•■■■ ICT. .................1 •■■.... I r1.7. :.. 'r Ell • -----,' _. J......... -.--....2 _ _ • I n . LI i I I , Hccc N 1j, • 2CpCROIEsTs.CN ---1 FCRCE ARE 22CC 1 ?R II PRES S'ICI rI C`i I ° . I .7-77- T I 4 • I H 111111 1111 11 1U o Ti 121'130 . 1 ' . 1-1 I III 0 rt:RNAC ES o n LI C.:TrIN C I I 5 ETCPACE c.'(;.I.N;f4R ni I ‘IILL IL CFAC Ii J (CASCLiNE IN' CP.Curte 1/4 / CUARC /0 SHA NC RTH BAP ' CF to TAN1a.a/;,/ ss. "-PAINT STC R SitiPPI11C AREA USED en_ STORAGE CI TRUCK SCALE •■1 OFFICES //#./. 4 = r • I C:::;; C.... C=Z:=0 /01ASCUNE / /UST ,AREA\ ;I= . PARK1NC \ C •-•11" Ca. TANK AREA .2 ()TCRAULIC CIL IN SCIL ANO CRCUNewASZR) rp SEPARATCR ../. . i. • : tie a' 1 / CF TANK: • C S ( ■ ALUMINUM. C STCRAGE MAIN CATE REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2.3 2007 PRCPANE TANK City Of Tukwila ILDIN 7 tf FAF.x:Nc RECOVEI AUG 1 3 2001 PERMIT CENTE.