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Permit D08-452 - REISCHLING PRESS - RACKS
REISCHLING PRESS 3325 S 116 ST EXPIRED 04 -18 -09 D08 -452 Parcel No.: 0923049068 Address: 3325 S 116 ST TUKW Suite No: Tenant: Name: REISCHLING PRESS INC Address: 3325 S 116 ST , TUKWILA WA Owner: Name: TTA/E PROPERTY TAX DEPT 207 Address: PO BOX 4900 , SCOTTSDALE AZ 85261 Phone: Contact Person: Name: MIKE SORENSON Address: 1100 SW 7TH ST , RENTON WA 98057 Phone: 206 - 818 -4488 Contractor: Name: NORTHWEST HANDLING SYSTEMS Address: 1100 SW 7 ST , RENTON WA 98055 Phone: Contractor License No: NORTHHS963ND City* Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us DEVELOPMENT PERMIT Permit Number: D08 -452 Issue Date: 10/20/2008 Permit Expires On: 04/18/2009 Expiration Date: 10/09/2009 DESCRIPTION OF WORK: INSTALLATION OF (24) BAYS OF RACKING TO SUPPORT MECHANICAL BLOWER AND SHEET METAL HOOD ASSEMBLY. THE MAECHANICAL BLOWER PROVIDES RECIRCULATE AIR TO COOL LARGE INDUSTRIAL PRINTERS Value of Construction: $0.00 Fees Collected: $209.92 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: * *continued on next page ** doc: IBC -10/06 D08 -452 Printed: 10 -20 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: Signature. Print Name: doc: IBC -10/06 City ofkukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End T me: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Number: D08 - 452 Issue Date: 10/20/2008 Permit Expires On: 04/18/2009 Date: 1010 - 06 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. 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. D08 -452 Printed: 10 -20 -2008 Parcel No.: 0923049068 Address: Suite No: Tenant: 3325 S 116 ST TUKW REISCHLING PRESS INC 1: ** *BUILDING DEPARTMENT CONDPI'IONS * ** • 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: D08 -452 ISSUED 10/02/2008 10/20/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All 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: 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. 5: 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. 6: 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. 7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 14: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle doc: Cond -10/06 D08 -452 Printed: 10 -20 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us is engaged from inside the tenant space. (IFC Chapter 10) 15: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 16: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 17: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 18: The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. (IFC 2306.9.2)(Northeast exit) 19: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 20: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 21: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 22: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 23: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 25: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 26: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) doc: Cond -10/06 D08 -452 Printed: 10 -20 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 27: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 008 -452 Printed: 10 -20 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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 Date: D08 -452 Printed: 10 -20 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hilly - , www. ci. iukwila. wu. us SITE LOCATION Site Address: J 3 d-c i/6 S f: /( 3 Name ;t. irk G Mailing Address: 100 -S u/' 7 S *T E -Mail Address: GM SGPrekt.a", -~ Co 11 w S (0 �n Company Name: ,A.A r . S- Company Name: Mailing Address: 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 ** Mailing Address: (( (? 0 S. i "j , 7 Contact Person: l l r� Q.\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised'. 9 -2006 bh 'mil //• E -Mail Address: [ f.G rekl_cU? -Q. n w 4� S (Gjr► -, Contractor Registration Number: Nom( tkiti Contact Person: . --''� E -Mail esz s: Building Permit No. 1)0 Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: O 3O t 1 ' y0 6 Suite Number: l 13 Floor: i Tenant Name: Y ` ; S C i. k e, rr - - 4 S S . 1--� t New Tenant: ❑ Yes f�.. o Property Owners Name: F, Mailing Address: I 7 6-a 7(ewa !- t . Sv r f‹. ,266 / G✓.�i a f City S 74 in c City Day Telephone: Fax Number: CL,A ` cr ate State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: R /8- (-Mg' 8' p.te n C 9eo_s 7' City State Zip Fax Number: L ic) S- « f '1 6 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5 )) I \.0rtc n C S City State Zip Day Telephone: 6 ._ < s-v& - Fax Number: 7/ ��� - 6 9 Expiration Date: / C? /9 /. ..elf.1 C9 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Zip ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record Company Name: 1 — t!0 (. & ' Dift.S ! y . 4 5, Q..e. r _-) Cc_:..) Mailing Address: LI I �- (,ti, l'C.Uae t-4 ,90 Li &/ /CI 4 CA j !O y City State Zip Contact Person: ' 0 4 r1 Day Telephone: '' IF- 1/0 ` 3,e /e3 E -Mail Address: Fax Number: ei k r3- - Yee ` .J r' Page 1 of 6 F BIJILDING PERMIT INFORMATION -206 -431 -3670 Valuation of Project (contractor's bid price): $ '/ COO ` Existing Building Valuation: $ Scope of Work (please provide detailed information): _10 .ch. G4 � h Cs ' �f �' a S b .� 72 s S (direr '1' H'�f ��.Ct�t "r O ../ C[ (� •^t � •� /C � 'C, Until shod [.� c / t ; cJ b10 r rip idks co- C.t'r-<' (eat 4I� 7�' C O ( l� ��.L ro , `c. r .S . /A1e ri jiP/ .S / c' Chad d d�l�6vr j e ►k t P !�[�::. i 5� , ,..re . - f�►r - /) ( / 7 /,t , 2e I. 7 i' c � �� vn .t '�c - - / Will there be new rack storage? Kr—Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage, Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: 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? ❑ Yes [V If "yes ", explain: FIRE PR /HAZARDOUS MATERIALS: L Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes (�No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\ApplicationsWorms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing - Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor I d ACC C/OC. 2n Floor 3rd Floor Floors thru Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck F BIJILDING PERMIT INFORMATION -206 -431 -3670 Valuation of Project (contractor's bid price): $ '/ COO ` Existing Building Valuation: $ Scope of Work (please provide detailed information): _10 .ch. G4 � h Cs ' �f �' a S b .� 72 s S (direr '1' H'�f ��.Ct�t "r O ../ C[ (� •^t � •� /C � 'C, Until shod [.� c / t ; cJ b10 r rip idks co- C.t'r-<' (eat 4I� 7�' C O ( l� ��.L ro , `c. r .S . /A1e ri jiP/ .S / c' Chad d d�l�6vr j e ►k t P !�[�::. i 5� , ,..re . - f�►r - /) ( / 7 /,t , 2e I. 7 i' c � �� vn .t '�c - - / Will there be new rack storage? Kr—Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage, Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: 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? ❑ Yes [V If "yes ", explain: FIRE PR /HAZARDOUS MATERIALS: L Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes (�No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\ApplicationsWorms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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 AUTHORIZ NT: Signature: /'� Print Name: r rL�t.1,, ‹ ,/"1 Mailing Address: 11 0 © S _W • 7 ' Date Application Expires: --o Date Application Accepted: Q.\App!icationsWorms-Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: / �-C7C. Day Telephone: . ! 6 - Yk'S State Zip City Staff Initials: uf4( I Page 6 of 6 Parcel No.: 0923049068 Address: 3325 S 116 ST TUKW Suite No: Applicant: REISCHLING PRESS INC Receipt No.: R08 -03412 Initials: WER Payment Date: 10/02/2008 08:37 AM User ID: 1655 Balance: $0.00 Payee: MIKE SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7131 209.92 ACCOUNT ITEM LIST: Description 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 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Permit Number: D08 - 452 Status: PENDING Applied Date: 10/02/2008 Issue Date: Payment Amount: $209.92 124.50 80.92 4.50 Total: $209.92 doc: Receipt -06 Printed: 10 -02 -2008 Project: We 4 ". l� « .4nvc- Type of Inspection: 4 f 1 Iv ( AdcJress: I TJ S ( al Date Called: Special Instructions: Date Wanted: 1 I Z 1/3 /0 - ny P.m. Requester: Phone No: ZOG, c,.(-/ -1314, INSPECTION RECORD Retain a copy with permit INS CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. R (206)431 -3670 COMMENTS: 4 /- /1-f /A/CD 4-ve FMI hi ")/ S _1- iu‹ I-lot I lei til ( )MA A $60 1 o REINSPECTION FEE R UIR . Prior to inspectiod, feYmust be pal : t 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Date: 1Z ig Recei •. No.: !Date: Approved per applicable codes. Corrections required prior to approval. > == = 1( November 17, 2008 KA No. 066 -08227 Permit No. D07 -452 Ms. Megan Peterson Craft Architects 1932 First Ave. #408 Seattle, WA 98101 RE: Special Inspection Wells Fargo — CV Operation Tukwila, WA Dear Ms. Peterson, In accordance with your request and authorization, our firm performed special inspections for the above- referenced project. The inspections were performed by our inspectors from November 3 through November 11, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC E‘eitiv) Kathryn E. Gordon Project Manager Puyallup Division aza1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CC: City of Tukwila DCI Engineers — Attn: Doug Wilson Poe Construction — Attn: Kevin Tinsley Craft Architects — Attn: Chris Thome Offices Serving The Western United States NO 4 7008 COti UNITY DEVELOPMENT 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08227 DFR r azaZ & Associates, Inc. L/". L / CEOTECHNIC.L ENGINEERING • ENVIPCNMEN'AL ENGINEERING Cor.ISTPucTION TEST NG AND INSPECTION DATE: l`` 3 "or PROJECT #: -Ot777 PROJECT: a/F I 0 0 ,4/�'O- C'/i O9F,eAr/04 1 LOCATION: 6 yr ,f, / 9D d r KRAZAN PROJECT MANAGER: ,Y.£a 'crr_ ..Ai qeprtrr.qa, CONTRACTOR: ,DE JURISDICTION: 77e.erei /L4► PERMIT #: 1067-9 INSPECTOR: Ze9 NFf 8/1J WEATHER: ez4cecAk/' - //1/f/oferaie O/V t tt Ore < fr.ellefez¢. orrEs /Lei'DL.9 /A/e /ivlisee''rA w Q/, 7 4' -pee f /OCl/ /A'' /C2,,e;-77, w. r /70b /1e�v�,7 4 /%47As..47 Tf/E ,',/,,''_v -,4oie QfJC£Ai'ELDS //3c,orrav d 4.uG'# a 7$ 4 //l/& r r ®,s/ c' /, 3 - /44.1 'A/44r7o.V a "/H jA l zviv 7 4 Pt. /a /.o - A/1 de/1/ /JG /A0 Ff /3 ro C / To r - 6 OZF,O ?WE E A A'o raCC/.4iif/ A../4 de /,e.Oeie LW, /0VtJGp19 t1 eir /41 t/MEJ e ro E 2' 9 3 . �Q 7,/.IC' ®. aweaS O f4'fr 4 F//J�A2.C�a !i/.e%B.e i - '/•e.a a ,$r#9 eti vcC S�.vTA�' S/ ~ lam /.v.✓.C_ C,4// r- 6 .4r& ee". r/o vJ e/2 5/3 / e /Z,j - Pre ,c /e %s/ 2' ,L' / a'<vs4.0 nAr..r/ vt hurt ,r/0440 7 ewe/A. v6.4P �s,/ 4 .'g 4/3 rep.- V'm /dT To 4/R4M , - e /iv' C / Z, 6N a(, /yO)Er /N:r 50 il4 A/ ls&' •0 '— rDiYAIL %- 5,z - em // <e/A // 4342.e /Nv. /s/ /.rte /Nao ,Q reOod - berA /C 9 /855 Z -- ('/i1// .404/4440.P4 All /1./i ve itor yi' L „✓t r // ea le ® -- ,a�`l�4 /L / a /.f S v / - Co r/.v/ieav rr,eii ot .•P�o % e rt ,Airo .f1L4'rd � V ` �i / /fr 2, /eZ Exem f /o 41,,, rv6/E exCeAr -"cegve rwF //i rsi a /cre/W.+ -Ne/£s ,V4z e - .iv/rOr/f$•e ee,...t'€er.0,v,r /,v d e Td g/ r0.3 .12E Gre.t- I.6LF7e.Q Pe? /a /ArvJ 0 3— cwirA 1 T716 %E4 ,e ,9NiIj rm Cdr/ ' o /sr Apryit,r a-10 & r .4� A ; I N E C / %S .e /q,/6 /E €R/.ot /.v£ T'e ) / ro S/ Z/e.fee6c,0,4A/e/F-t o,g r #&# i 42 $4 a /R /4.8m v Z /.'8 a/ / e go z -4 £,o€F.r re *tv/rrr svE/„O /wr/d /A/€ N 8 / 2,5 p z, 7- C E4LE.e Vo /Jr #'&4 Ai /rJ /me 2. ? p 3 - L £D6E.e .ro &sI4E4 ' L ugsk ' -ir .WBc .o .e/ /rfi vs ,8/ 3./ - gee ire — tvPL�7.rt.r / /�.G A/E a >-o ! E > , ,e 'TO Yo /f r /e/S44/Aga -weep s.weerz C ro E / C. 5 - FAO L14 ra 6'614 //UEIA A7 , , . ): /NE 3. z - ' F.i a ro E.-s/3£•o evei,v Ae7 /✓,/.,vt/ �G�L /we 17C -4 l �,e� awe -.0 Ae,�P,.,ia To the best of my knowledge, the above PAS / WAS NC)per'crmed ,n accordance with the approvea plars, specifications. and regulatory requirements. exre,err:74.9 / /!r117 Z arieE'PA/veif..f O.v /rem 4 3 01/ 477a,eCcArA/eariewi 0e7R4AL c , � re girt' y Superintendent /Representative: Techni Serving the Western United States FIELD REPORT NO: 103317 TEMP: ri This field report indicates our ,rspectcr'; ooseriation and testing results based or the site condition and contractors activities. This .nfor:nattcr is subject to review prior to 'final sub By signing this report, our inspector does not accept - escorsibility for ialidity of results. Some nformattor on this report has been provided by others on site. ��11 Re%.lalnn e ra vans m_ Aare azaTI & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO: 8 9 4 2 8 DATE: //- 7 O5 CONTRACTOR: , Cd,,o 4A47ieAl PROJECT #: d! ©,3227 JURISDICTION: 4 /i e 7 2/tL/t PROJECT: yc/EGLS c--9 z.6 — GI/ o /E,2e��aAJ PERMIT #: ,o,07— 4,4 LOCATION: t&dj -s. / BO 7-1# Sr, INSPECTOR: /Vj' /,fie- ,4 . r�EG1 U KRAZAN PROJECT MANAGER: KEo WEATHER: O1.4124457—/ TEMP: 6 °— 44/ .4s ,r26=9,z. Tza��2 // Car w ) ty= S72vCry -r� sa� — /G� /i✓� r ��e �r r / 2 c or /, q- �, i7 — � ,4-.� o snrj�4 r� > - poLieZ ,r r, / 4-2 - ,!1 G,-, -4 44 7Ge 4 X `u. x /2 ` 7 4 r - Li.v V A Po 6` C7 re) :5 L / / r / 4/ 24 ,E ��2 .u.) 6 off , s 5/2& L -cl/ Si9 - >nJc, 6 L' / —/ # �/ - 4- /Z ' -_ 4 /3m•.• o ,9 c '2' 2 z ` 7 1 t a c / d� , -r2 S S q- /3 o?7 r ? © vd 04-L t iee /4J p64c / e.97 2t) A S , ‘0,5 r of 3.5 ,tangs ". � .2o v, Sv Gr /5 / /L 7s ,fr;2_4/./,-6A-ry 76 C r 4, 44.)/ �4 4- 1& -t-4, - ,v/c4 -L mc',u /rv,2 e—o 7 "avc,� l ca�2 M9( 17 JrG tcJ - O 3 bed 3O 65:e � 4- ST (1) gz2o 6,1-47 40 - r >vc 7 . C • 2 a e, ' /O et,e_ /t () m -r -4. / m /2, O!�'3 09 pe . Equipment/Asset Number(s): To the best of my knowledge, the abovo A. WAS OT performed in accordance with the approved plans, specifications, and regulatory requiremAtk Superintendent /Representative: 1501 Field Report.doe Technician: Serving the Western United States Revision I Effective Date: 5/25105 The information provided on this report s prepared Sir he exclusive ore of the client. This report may not Sc reproduced in any format without the written permtsmon .tl he client and Kra:.an kssoaatev. _ ° aZa 1 & Associates, Inc. DATE: j ( - ( PROJECT #: Ot(cle - ORZZ7 PROJECT: WELLS FA2.e o C V . LOCATION: t9 /5 3. 1 FSo ST- KRAZAN PROJECT MANAGER: 1< Aaer.rp, QN Si 11" 1 A CIA I 1AF S C e- ACS -SPFc 1'r:. -, "DJ — 7r ? MF i t -i �i71� 1 laF c r 2 2.) tPF( K Razl�+ Superintendent /Representative: LL DSS cRF,P C:• • c Hi (REFS AccQ s. Le t� 6ct ? r -s At-) D 17E, r- Go- GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTCN ySS>^ G Pk= F 0- 1033 ? 2 D 2 E. .E n.4 To the best of my knowledge. the cb 1501 Firf I Repnrt.Joc S'l v.elin rt AL- S T FF L_ CONTRACTOR: J�F JURISDICTION: 17„X,,.2i_►� PERMIT #: - V5Z INSPECTOR: G6o¢C,F gist c� WEATHER: orrac7 j a P6 , ./2.? .? Serving the Western / WAS NOT performed . .n accordance with the approved plans. sp Technician: FIELD REPORT NO: 8 9 4 3 6 ?Ln.J$ saSQFC S pp' 'P P6FoeT'sr - rizr. cQ AS D.zsca6eA; or" ))-3 - 06+ YTSV.P ��S(j6c1z i.J t -repLE- i'})A�' c0(24eFre Age Yr_Svs Pws 1)Ir1- Cn Ei<cFp, t i r, 14 5 f x ce E i,Eatn C1 C- r z oE2_ T'm >J Equipment/Asset Number(s): ted States TEMP: t 'r 572N•E L.21>L if and regulatory requdrem Revision 1 Effective Date: 5/25/05 The information provided on phi., :upon .s prepared tar me ex.tmi.e .t.c of the diem r..t„ ,epun may not ae reproduced - n srro f unnat - vithnut the •.viinen Perim .,nr of ,he client And Krazan t Associate. &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 11 -11 -08 PROJECT #: 066 -08227 PROJECT: WELLS FARGO CV OPERATION LOCATION: 6815 SOUTH 180 STREET FIELD REPORT NO.: 08227 -DFR- 111108 -JP -1 CONTRACTOR: POE CONSTRUCTION PERMIT NO: D07 452 INSPECTOR: JOANTHAN PINK JURISDICTION: CITY OF TUKWILA KRAZAN PROJECT MANAGER: KEG WEATHER: OVERCAST WITH SHOWERS TEMP: 52F TO 76F SPECIAL INSPECTION FOR GROUTING OF CMU WALL. On site as requested by the contractor for special inspection of reinforced grouted masonry. Cmu wall was located along gridline 1 from A to B elevation was from 4' to 8'. Reviewed the approved plans with the contractor. Contractor was ready to grout the wall mentioned above. Reinforcement steel was In place as shown on the approved plans. The correct bar size, bar type, placement of bar and cover was used. Miles sand and gravel delivered 3 yd of mix design # 0360030 2000 psi grout mix. See grout report # 08130 for more information.I A sample of the grout was obtained for compression strength tests. A sample of the mortar was obtained today to for compression strength testing. See mortar report # 08137 for more information. Mortar was mixed on site from pre mixed bags from Design Mix type S. Offices Serving the Western United States Equipment/Asset Number(s): To the best of my knowledge, the above WAS'/ WAS NOT ❑ performed in accordance with the approved plans, specifications, and regulatory requireme* Superintendent/Representative: Technician: JONATHAN PINK Form 1501 r.2 Effective Date: 12 -20-07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. U NORTHWEST- 77211 7.:1 he Material Handling Experts 1100 SW 7th St Renton, WA 98055 (425) 255 -0500 ph (425) 228-6946 fax , ATTENTION FIRE AND BUILDING DEPARTMENTS RACK INFORMATION SUPPLEMENT Ktvltvv SITE ADDRESS: 3325 116` St. #113 CODE COMP APPROVED TENANT NAME: Reischling Press, Inc. DATE: October 1, 2008 APPLICANT: Mike Sorenson / (206) 818 -4488 1. Load application and rack configuration drawings attached. 3. Stamped engineering calculations attached. DoB MS2- Cr 16 201E f Tukwila a►n ING. DIVISION Ci 2. Attached plans detail the rack locations, dimensions, and specifications. Attached plans detail the building /ceiling configuration. 4. Vertical members of storage racks are designed and installed so that failure of one vertical member will not cause collapse of more than the bay or bays directly supported by that member. 5. Commodities stored: Racks to support Mechanical Blower and sheet metal hood assembly which provides circulated air to cool industrial printers. Blower assembly weighs approximately 600 lbs. 6. Sprinkler System Information: .15 gallons per minute /(over)entire room. 113.3 gallons per minute at 47.8 psi with hose allowance of 250 gallons per minute. 7. Smoke and heat vents: In place, but not required for square footage of racking (under 12,000 square feet). 8. Building egress and exits indicated on attached drawings. RECEIVED OCT 02 2008 PERMIT CENTER BY G. OHANIAN DATE 9-24-08 SUBJECT STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: REISCHLING PRESS 3325 116th ST. STE 113 TUKWILA, WA. 98168 PER IBC 2006 EDITION STORAGE RACKS CAPACITY: 4000 # / LEVEL ON TYPE "A" & "B" 2000 # / LEVEL ON TYPE "C" CALCS. 1 THRU 5 DRAWINGS: RD -13701 RACK DEPIGN & ENGINEERING CO. 412 WEBT BROADWAY. BUITE #204 CILENDALE, (1A. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 1)013 C p I � � pp2 � ra v EXPIRES 12 -26 -09 SHEET NO. 1 JOB NO. RD - 13701 RECEIVED OCT 02 2000 PERMIT CENTER BY .. G. OHANIAN DATE. 9 - 24 - 08 SUBJECT a 0 l0 un r 96" _ x 144" TYPE "A" 120" f. s TYPE "C" 5 1/8" BEAM M= 144"x2.2! 40•K 8 S R = 4,0° K= 1.2<1.3 A= 5xwxL3 =74 " <L — 8 384xI xE 180 4" BEAM 96" LONG M _ 96"x2,2 K ,. 8 S — R 3 K= .80 <.77 A= 5 xWXL_.43 " <* =.53 384xI xE RAdK DENI(4N • EN(4INEERIN(G (O. 412 WIOT BROADWAY. f1UITE #204 c(##LDALE, dA_ 91204 TEL: (818)240 -3810 FAX:(818)24 -3813 o 0 p N 4000 #1 LEVEL+25% IMPACT LOAD 2200 #/ BEAM SIDE VIEW TYPE "B" S =1.3 F Y 55 KSI. 4000 #1 LEVEL +25% IMPACT LOAD 2200 #/ BEAM I =1.84 S =.85 ry =S5 KM' SIDE VIEW SHEET NO 2 JOB NO. RD - 13701 4" BEAK 120" LONG 2000 #1 LEVEL +25% IMPACT LOAD 1200 #1 BEAM I =1.84 S =.85 Fy =55 KM' M= 120 "x1 .Z_ — 1 8"K 8 S R = - .54 <.85 A= x L 3 =.48 "< 180 =.67 384xI xE BY_ G. OHANIAN DATE 9 -24 -08 SUBJECT SEISMIC DESIGN _ S DS xl V— Rx1.4W STRESS W =D.L.+ 3 L.L. V _ 1x1x2.8 =. 33K Lo "crc. 6x1.4 _ 1x1x2.8 =. 5K TRANS. 4x1.4 COLUMN ANALYSIS 100% LOAD L.L.= 2x4K = 4K 2 COL. COMBINED STRESS RATIO P +M ax = =1 + 2 2 = .83 <1.33 RACK DEOIGN & ENGINEERING CO. 412 WEOT BROADWAY, BUTTE #204 ddLENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 IBC 2006 ASCE 7 (SEC. 15.5.3), RMI SPECS. 1 =1 NO PUBLIC ACCESS R =6 MOM. CONN. R =4 BRACED S =1 (USGS WEBSITE, "SITE CLASS 0 ") 3" I M Fy =55 KSI r -� A =.62 S =.68 r =1.2 r =1.1 W= .2 D.L + . 4 LL 4.2 K LONGIT. SEISMIC TYPE "C" LOAD PER COLUMN TYPE "A" & "B" x 2x4 =2.6K 3 2 COL W .2 2.6 1.5 K W =.2 2.6 2.8 K . 33K 17 K _ 5'K 16 KI 60x1.7_ r 1.2 KI = -40 Y Max =S . Fb =22 'K K- 10"K SHEET NO. 3 JOB NO RD -13701 L.L.= 3 22 co _1.3x = 1x1x2.8 =. 17K LONGIT. 6x1.4 V = 1x1X .8 =.26K TRANS 4x1.4 10 1 ( V = .17x58"= 0 TRANS. Fe = ( K� j2 = r x Fn =Fy 4F ) =36 e P =F xA= 22 P _ =K 0 -1%111 2— ti BY G. OHANIAN DATE 9 - 24 SUBJECT BASE PLATE ANCH. TENSION = 14—(4.2x3") .23 1( ANCHOR SHEAR = = 2 K TYPE "A" & "B" (2) -1/2 "0 ANCHORS WITH 7 3/4 "x5 "x3/8" BASE PLATE TYPE "C" (1) -1/2 "0 ANCHOR WITH 4 1/2 "x3 "x3/8" BASE PLATE 1/2"0 HILT! KB —TZ ANCHORS ESR -1917 OR APPROVED EQUAL. MOMENT AT BEAM CONNECTION 7/16 "0 RIVET A = .1 Fy = 79 KSI Va = .1x79x.4 = 3 K Ma = 3 Kx4 "x 1.33 = 16 3 PIN CONN. CONN. OVERTURNING TYPE "A" & "B" M .5 "x.5x1.15 =69 M = 2.8 K x44 "= 123 "K NO UPLIFT TYPE "C" M .26 "x.5x1.15 =34 -K MR = 1.5 K x44 " = 66`K NO UPLIFT RACK DESIGN & ENGINEERING CO. 412 WE BROADWAY. PUITE #204 LENDALE. dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 7.5" .K L.L.= 1 2 W =.2 +2 = 2.2K V - 1x1x2.2 = TRANS. 4x1.4 L.L. = 1)21( =1 2 W = .2 +1 K = 1.2K V =1-1L—(1.2-= 21K aws T.. 4x1.4 4.2 K 10:2 f TOP LEVEL LOADING (100% LOAD) SHEET NO. 4 JOB NO. RD - 13701 7 3/4 "x5 "x3/8" BASE PLATE M =.39 Kx2x120 194 - K MR= 2.2Kx44 " =97 - K NO UPLIFT M =.21 Kx2x114" 48 "K MR= 1.2K " =53 "K NO UPLIFT BY G. OHANIAN DATE. 9 -24 -08 SUBJECT. LOAD TO DIAGONAL P = .5 K x2x 4 = 1.2 K FY =55 KSI A =.31 r =.48 Q =.74 L= 56" CHECK WELDS 1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) 3x.125x.707x70x.3 = 5.7 K CHECK SLAB 4200 4 2 1000 F = 12.3 KSI P = 3.8 K 4.2x144= 605 °" 605 =24" M= ( 12 ) 2 x1000x 2 x12 =1500 # 5= 1 2 . 6 1500 = 30 <1.6 V'2500 =80 50 RACK DEritIGN & ENGINEERING CO. 412 WE BROADWAY, EIUITE #204 LENDALE, OA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 BOTH SIDES TYP. 1 3/4 " xx 7 t =.07" 4200 # 1 SHEET NO 5 RD -13701 JOB NO. 5" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL 10/10/2008 16:04 818- 240 -3813 RACK DISGIN ING By G. OHANIAN RAdK DEOIdN & ENdINEERINd do. DATE. /D_ /0-04Y. 412 WE$' BROADWAY. OWE #204 «ft. 4I)ALS. CA- 91204 SUBJECT ...................- ...... TEL•(818)240 -3810 Y Xt(O18)240 -3813 RF/slahv PRESS 3 3 N6 t4 sad/ st /13 TOKtvaA, WA. qS/ E RESPoNS E To P/ Ati c# -"t KtV1tVVt0 I`UK CODE COMPLIANCE APPROVED CT 1 6 201 BUIL la ING DIVISION PAGE 02/03 SHEET NO..../ ® { JOB NO.._RO_ /M./ EXPIRES 12 -26 -09 1. 5P.coG hcesPeer/tw iS REq 9,eeD fag STaK1leF ,2A«' AIveN It goers /Nfr.4tLAT /ON. Amcsio.ef it /c r. Kj /k Aott r rz Esn . J//7) era S U /i.1.' P RECEIVED CITY OF TUKWILA OCT 14 2008 PERMIT CENTER CORRECTION LTR# REFERENCE FOR STRENGTH REDUCTION FACTORS a Including Seismic Excluding Seismic ACI 318 Section D.4.4 1.1 1.4 ACI 318 Section D.4.5 1.2 1.55 accordance with ACI 318 Appendix D and this report must be f ` tistaili(io rn, to the soffit of concrete on steel deck modified by a factor of 0.60. assembli s;�see F+gt�re•5s 4.1.12 Structural Sand Lightweight Concrete over Metal Deck: Use of structural sand lightweight concrete is allowed in accordance with values presented in Table 3 and installation details as show in Figure 5. 4.2 Allowable Stress Design: 4.2.1 General: Design resistances for use with allowable stress design load combinations calculated in accordance with Section 1605.3 of the IBC and Section 1612.3 of the UBC, must be established as follows: R ReroW.ASO = a (5) where Rd = R represents the limiting design strength in tension (ON,,) or shear (rV„) as calculated according to ACI 318 Sections D.4.1.1 and D.4.1.2 and Section 4.1 of this report. For load combinations including earthquake, the value Rd in Equation (5) must be multiplied by 0.75 in accordance with ACI 318 Section D.3.3.3. Limits on edge distance, anchor spacing and member thickness, as given in Tables 3 and 4 of this report, must apply. Allowable service loads for single anchors in tension and shear with no edge distance or spacing reduction are provided in Tables 6 through 9, for illustration. These values have been derived per Equation (5) using the appropriate strength reduction factors Ofrom Tables 3 and 4 and the a factors provided in Section 4.2 of this report. The value of a must be taken as follows: For tension loads T s 0.2 • Taao in shear 14„.„,SO may be taken. For all other cases: 4.3 Installation: T T anow,ASD co pe c ED 5.7 00 6 2 05.8 + s 1.2 (6) V allow,AS • Installation parameters are provided in in Figure 2. The Hilti KB -TZ must be installed according to manufacturer's published instructions and this report. Anchors must be installed in holes drilled into the concrete using carbide - tipped masonry drill bits complying with ANSI B212.15 -1994. The nominal drill bit diameter must be equal to that of the anchor. The drilled hole must exceed the depth of anchor embedment by at least one anchor diameter to permit over - driving of anchors and to provide a dust collection area as required. The anchor must be hammered into the predrilled hole until at least four threads are below the fixture surface. The nut must be tightened against the washer until the torque values specified in Table 1 are achieved. For installation in the soffit of concrete on steel deck assemblies, the hole diameter in the steel deck not exceed the diameter of the hole in the concrete by more than 1 / 8 inch (3.2 mm). For member thickness and edge distance restrictions for ESR -1917 4.4 Speciallnspection: Special inspection is required, in accordance with Sect on 1704.13 of the IBC and Section 1701.5.2 of the UBC. The special inspector must be on the jobsite continuously during anchor installation to verify anchor type, anchor dimensions, concrete type, concrete compressive strength, hole dimensions, hole cleaning procedures, anchor spacing, edge distances, concrete thickness, anchor embedment, and tightening torque. 5.0 CONDITIONS OF USE The Hilti KB -TZ anchors described in this report comply with the codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Anchor sizes, dimensions and minimum embedment depths are as set forth in this report. 5.2 The anchors must be installed in accordance with the manufacturer's published instructions and this report. In case of conflict, this report governs. 5.3 Anchors must be limited to use in cracked and uncracked normal- weight concrete and structural sand lightweight concrete having a specified compressive strength, f' of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa), and cracked and uncracked normal- weight or structural sand lightweight concrete over metal deck having a minimum specified compressive strength, f c, of 3,000 psi (20.7 MPa). 5.4 The values of f c used for calculation purposes must not exceed 8,000 psi (55.1 MPa). 5.5 Loads applied to the anchors must be adjusted in accordance with Section 1605.2 of the IBC and Sections1612.2 or 1909.2 of the UBC for strength design, and in accordance with Section 1605.3 of the IBC and Section 1612.3 of the UBC for allowable stress 4.2.2 Interaction: In lieu of ACI 318 D.7.1, D.7.2 and D.7.3, interaction must be calculated as follows: Ur‘ design. For shear loads V s 0.2 • V e aa W AS• the ty�� i Strength design values must be established in tension T81, , 0 may be taken. [[�� a ccordance with Section 4.1 of this report. A owable design values are established in accordance wi h Section 4.2. An hor spacing and edge distance as well as minimum me ber thickness must comply with Tables 3 and 4. to installation, calculations and details nstrating compliance with this report must be itted to the code official. The calculations and ails must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.10 Since an ICC -ES acceptance criteria for evaluating data to determine the performance of expansion anchors subjected to fatigue or shock loading is unavailable at this time, the use of these anchors under such conditions is beyond the scope of this report. 5.11 Anchors may be installed in regions of concrete where cracking has occurred or where analysis indicates cracking may occur (4 > 1), subject to the conditions of this report. 5.12 Anchors may be used to resist short-term loading due to wind or seismic forces, subject to the conditions of this report. 5.13 Where not otherwise prohibited in the code, KB -TZ anchors are permitted for use with fire- resistance -rated 03 -02 -2008 MIKE SORENSON 1100 SW 7TH ST RENTON WA 98057 RE: Permit No. D08 -452 3325 S 116 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final 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 final 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 04/18/2009 , 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, xc: fer Marshall, • Technician Permit File No. D08 -452 Department of Community Development Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 . Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 4 October 9, 2008 Mike Sorenson 1100 SW 7 Street Renton, WA 98057 RE: CORRECTION LETTER #1 Development Application Number D08 -452 Reischling Press Inc — 3325 South 116 Street, Suite 113 Dear Mr. Sorenson: • Cizy of Tu • Department of Community Development Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Fire Department has 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 two (2) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, [ILW Brenda Holt Permit Coordinator end File No. D08 -452 P:\Pennit Center\Correction Letters \2008\DO8 -452 Correction Ltr tl1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo • • Date: October 9, 2008 Project Name: Reischling Press Inc. Permit #: D08- 452 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. Engineer calculations specify HILTI KB -TZ anchors for securing storage rack base plates. Calculations reference bolt installation per ESR -1917 where the report specifies "Special Inspection is required ". Please provide notes on the plans and in the engineer's calculations that specify special inspection requirements for the storage rack installation. (IBC 1704 -13 & 1707.6) 2. Plan shows racks installed potentially blocking one exit. Provide clarification with notes on the plan to indicate if this door is to be blocked, or if the rack storage at that location shall provide exit access under the rack. Signage shall be required if this door is to be blocked and in either case exit signs shall be relocated. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D08 -452 DATE: 10 -14 -08 PROJECT NAME: REISCHLING PRESS INC SITE ADDRESS: 3311 S 120 PL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Bu l: r g Dl�Yision Public Works Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 'PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: n n n DATE: DATE: Planning Division Permit Coordinator DUE DATE: 10-16-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required n DUE DATE: 11 -1 3-08 Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -452 PROJECT NAME: REISCHLING PRESS INC SITE ADDRESS: 3325 S 116 ST - SUITE 113 X Original Plan Submittal Response to Correction Letter # DATE: 10 -02 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Ot, Public Works Complete Comments: n TUESITHURS ROUTING: Please Route Documents/routing slip.doc 2-28-02 �ERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP Fir revention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n Permit Coordinator DUE DATE: 1 0-07 -08 ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 11-04-08 Not Approved (attach comments) E DATE: Planning Division Not Applicable n Permit Center Use Only CORRECTION LETTER MAILED: I 0 — Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials�j Project Name: Project Address: Contact Person: • City of Tukwila \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 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 REISCHLING PRESS INC 3325 South 116 Street, Suite 113 Mike Sorenson • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 /' Plan Check/Permit Number: DO8 -452 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # _ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner err LA OCT 1 4 2008 PERMIT carrel l Phone Number: �� - cS��' 7 VS8 Summary of Revision: � (r //lae 140 r. ` / CAD' Dl Uwe/ in e- ef:7;. O )" Q,n r Ifs -1 r I b . r9� ,QS � Lbc,� / ar1 r o. 7) ,, a, 3 1 e4 ( A14 9$0 3 'I - 5 Cie a-c - • 5 4 l 6 ckQ rev ifed d ra tv;A, ; /t (1 � c %k s doo /'lc s b . - n rPeyo v 4/3 0764. ✓ Sheet Number(s): "Cloud" or highlight all areas of revision including date of r ision Received at the City of Tukwila Permit Center by: /� k Entered in Permits Plus on 10 itLit(0/0 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 6 TRAVS 815103354822BCM10/01/2001 KOSTY, CLARK R Can 01/01/1980 $12,000.00 10/09/2001 5 TRAVELERS CASUALTY a SURETY 815103354822BCM 10/01/200010/01 /2001 $6,000.00 01/04/2001 4 UNITED PACIFIC U2160121 10/01/199710/01 /2000 $6,000.00 3 UNITED PACIFIC INS CO U2160121 10/01/199310/01 /1997 $4,000.00 2 FIDELITY a DEPOSIT CO 30132992 04 /06/198810/01/1993 $4,000.00 1 GREAT AMERICAN INS CO 9740689 04/06/198104 /06/1988 Name Role Effective Date Expiration Date FRANCK, JAMES J 01/01/1980 THOMAS, KEVIN A 01/01/1980 KOSTY, CLARK R 01/01/1980 Untitled Page • S General /Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County KING NORTH WEST HANDLING SYS INC 4252550500 1100 SW 7TH ST RENTON WA 980552939 Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 600051641 ACTIVE NORTHWH275JF CONSTRUCTION CONTRACTOR 4/6/1973 10/9/2009 GENERAL UNUSED Business Owner Information Bond Information Page 1 of 2 https: // fortress .wa.gov /lni/bbip/Detail.aspx ?License= NORTHWH275JF 10/20/2008 * s PLAN NORTH PLAN SITE MAP NORTH SCALE: 1/16" = 1' -0" PLAN VIEW Of Tamil SON s ui ING P S ._. -r 1 C Permit No. Pier review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Rccc-'.0.1 of approved Field Copy and conditions is ack o el doc 3: B Date: e CIyofTty a 7 1\ DI IS /O EX APR 1 2009 CODE COMPLIANCE O APPR yEn OC1 6 OB REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. RECEIVED CORRECTION CITY OF TUKVVILA LT R# OCT 14 2008 PERMIT CENTER _ i SHEET NUMBER DRAWING NUMBER SEC, .E3 --B 3 PIN CONNECTION BASE PLATE DETAIL GENERAL CONFIGURATION BASE PLATE DETAIL 96" TYPE 3 " (1)-1/2"0 ANCHOR BOLT PER BASE PLATE 3 1/4" EMB., (SEE NOTE NO 4) 1/4"0 SAFETY LOCK (1000 # CAPACITY) 144" TYPE 7/16 "0 RIVET ASTM A354-79 4 • , ' .! ', . i• • • �, ,.'•. .r .. ° , D �� T S • 44" SIDE VIEW TYP 96" (2)-1/2"0 ANCHOR BOLTS PER BASE PLATE 3 1/4" EMI3., (SEE NOTE NO. 4) SIDE VIEW rUK CODE COMPLIANCE APPROVED OCT 1 6 2003 City Of Tukwila BUILDING DIVISION NOTES# 1 - DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS or THE IBC 2006 EDITION 2 -STEEL FOR ALL SHAPES FY =55 KSI, ASTM A570-85 GR.55 (EXCEPT AS NOTED) 3 -ALL WELDED CONSTRUCTION IN A SHOP OF AN APPROVED FABRICATOR #1464 (E70XX ELECTRODES) 4 -ALL ANCHORS HILTI KE3 -T2 (ESR -1917) OR APPROVED EQUAL 5- CONCRETE SLAB 5" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 6- STORAGE RACK CAPACITY 4000 #/ LEVEL ON TYPE "A" & "B" 2000 #/ LEVEL ON TYPE "C" 7 -ALL RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF 4000 # /LEVEL 8- STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1/2" IN 10' --0" OF HEIGHT APR 1,8 2009 RECEIVED OCT 022 PERMIT CENTEF EXPIRES 1 2 -. 26 -"09 REV. STORAGE RACK DETAILS REVISION RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE CA. 91204 SCALE: NONE DATE: 9- 24--Q8 C PROJECT: REISCHLING PRESS 3325 116th ST. STE 1 13, TUKWILA, WA. 98168 JOB NO. RD -137Q1 DRAWN BY: A,KH. SHEET NO.