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Home My WebLink AboutPermit D06-193 - Action Business Furniture - Storage RacksACTION BUSINESS FURNITURE 770 ANDOVER PK E D06 -193 Parcel No.: 2623049095 Permit Number: D06 -193 Address: 770 ANDOVER PK E TUKW Status: ISSUED Suite No: Applied Date: 05/24/2006 Applicant: ACTION BUSINESS FURNITURE Issue Date: 05/31/2006 Receipt No.: R06 -01085 Payment Amount: 58.00 Initials: LAW Payment Date: 07/21/2006 11:19 AM User ID: 1630 Balance: 50.00 Payee: PAULA SMITH TRANSACTION LIST: Type Method Description Amount Payment Check 5187 58.00 ACCOUNT ITEM LIST: Description Current Pmts City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PLAN CHECK - NONRES RECEIPT Account Code 000/345.830 58.00 Total: 58.00 7623 07/21 9716 TOTAL 52.00 doc: Receipt Printed: 07 -21 -2006 tukwila City of Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049095 Address: 770 ANDOVER PK E TUKW Suite No: Tenant: Name: ACTION BUSINESS FURNITURE Address: 770 ANDOVER PK E, TUKWILA WA Owner: Name: 790 ANDOVER L L C Address: 8592 HUNTS POINT LN, BELLEVUE WA Contact Person: Name: PAULA SMITH Address: 411 WEST VALLEY HY, PACIFIC WA Contractor: Name: CEDAR RECYCLING INC Address: 411 W VALLEY HWY S, PACIFIC WA Contractor License No: CEDARRI981CM DESCRIPTION OF WORK: INSTALL AND ANCHOR 23 BAYS OF PALLET RACKING. Value of Construction: $0.00 Type of Fire Protection: SPRINKLERS Type of Construction: Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N doe: Devperm DEVELOPMENT PERMIT Water Main Extension: Private: Public: Water Meter: N ** Continued Next Page ** Permit Number: D06 -193 Issue Date: 05/31/2006 Permit Expires On: 11/27/2006 Phone: Phone: 253 804 -0404 Phone: (253)804 -0404 Expiration Date:02 /14/2008 Fees Collected: Uniform Building Code Edition: Occupancy per UBC: 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 $289.13 006 -193 Printed: 05 -31 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: 41 VI QVt JA1aX Date: CS1 16L0 I hereby certify that I have read an m e this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will b mp d with, whether specked herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: �� Date: 3 73//6 doe: Devperm Print Name: Pn ..& Ste.; .. 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. D06 -193 Printed: 05 -31 -2006 City OrTukwila Parcel No.: 2623049095 Address: 770 ANDOVER PK E TUKW Suite No: Tenant: ACTION BUSINESS FURNITURE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Conditions Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: el.tukwila.wa.us PERMIT CONDITIONS Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -193 Status: ISSUED Applied Date: 05/24/2006 Issue Date: 05/31/2006 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: 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. 5: 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. 6: Manufacturers installation instructions shall be available on the job site at the time of Inspection. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The Issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 9: High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or In racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (IFC 2302) 10: Maintain 3 Inch transverse flue spaces between loads and at rack uprights per International Fire Code, Table 2308.3. 11: 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) 12: The total number of fire extinguishers required for an extra hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (4A 40 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or Tess. (IFC 906.3) (NFPA 10, 3 -2.1) D06 -193 Printed: 05-31 -2006 City or Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665. Web site: ct.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 13: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface In accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that Its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the Installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 14: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 15: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 16: Fire extinguishers require monthly and yearly Inspections. They must have a tag or label securely attached that Indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 17: 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) 18: 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) 19: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 20: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 21: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Conditions * *continued on next page ** D06 -193 Printed: 05-31-2006 Print Name: 1%.0 14 ,SM; City Or-Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions 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 regulating construction or the performance of work. doc: Conditions Doe -193 Steven M. Mullet, Mayor Steve Lancaster, Director Signature: // Date: 53//4 6 of law and ordinances other work or local laws Printed: 05 -31 -2006 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/Avww.ci.tukwila. wa. us TUKWILA W Building Permit No. Ya µ — Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. O'orofllce use only) Applications and plans must be complete in older to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.:.ZG Y- 9090-06 site Address: '7 PSrkMnOtsr Mac C,T4k..a;lc, Suite Number Floor: Tenant Name: P%c t?na.& t. -' s V tar ni New Tenant: 13 Yes ❑..No Property Owners Name: Zee:Wee circP44 c. Mailing Address: P.O. t a c 227 CONTACT PERSON Name: Qrittla 9x.?k( Mailing Address: tt11 L.` e unit", ?7 E Address: rY_•,4let fttclyraea C'OM J � GENERAL CONTRACTOR INFORMATION - (Cmtractor Information for Mechanical (pg 4) for Plumbing and Gas Pipbig (pg 5) ) Company Name: Ike: Q. 4. RncACGAal c el;v;sto^ Mailing Address: 3/411 1..ka+ J, He Mo Contact Person: Par, (a Stbir E-Mail Address: ft., l a ® rfric.ak C' I)nn Contractor Registration Number: C'P 4Jt29R'2 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name:_ Mailing Address:_ Contact Person: E-Mail Address: ENGINEER OF RECORD - AD plans must be wet stamped by Engineer of Record Company Name: A ck. Qe n 60 Co. v V ,, Mailing Address: Contact Person: G, 0 /1 . 4 n E-Mail Address: e:l as 10157 0 aet e ha alier3 -ran - wakMrmo.tc aw:d 42106 at Cd++ N1pttttc� Qty Day Telephone: (.25 ?CM - 0-10t/ %laic 1 74- 010t17 CaY Stale Zip Fax Number (x2.53) te - ,9701 0P Cedar It €94-14 =art. t.r ->=. graft State ZIP Day Telephone- j boy OVO y Fax Number: (.25'3) fOV - . 2 70a- Expiration Date: 4 r Cray Day Telephone: Fax Number: Slate ela - l?C3' Sow Day Teleploce(t)A .Zt/O -a Fax Number: ($/ e outo -33 480 ZIP g/aDy zip Page 1 of 6 BUILDING PERMIT INFORITION - 206 -431 -3670 far Valuation of Project (contractor's bid price): $ 6 la / 00 Existing Building Valuation: $ ^i: i kc o Scope of Work (please provide detailed information): Tns{t,iI and Anchor ,>a3 bays etc - rA1lP,4- CGOtt;n3. Will there be new rack storage? 2.. Yes ❑...No (If yes, a separate permit and plan submittal will be required) Provide All Boning Areas in Square Footage Below PLANNING DIVISION: Single-family building footprint (area of the foundation of as eructates, plus any decks over 18 inches and overhangs grater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq R): Floor area of principal dwelling: Floor area for 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: 43 Compact: Handicap: Will there be a change in use? ❑ .... Yes (it..No If "yes", explain: FIRE P MATERIALS: (81.. Sprinklers . ❑..Automatic Fire Alarm 0.. None El -Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0.. Yes 181.. No If "yes", attach fist of materials and storage locations on a separate & I /2x II paper indicating quantities and Material SofayData Sheets. ErzEf aunt On Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: On IivN-2006 - PemitAppicaicadoc Revised: 4-2006 bit Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I Floor .uii 000 ± 2v Floor 3"' Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORITION - 206 -431 -3670 far Valuation of Project (contractor's bid price): $ 6 la / 00 Existing Building Valuation: $ ^i: i kc o Scope of Work (please provide detailed information): Tns{t,iI and Anchor ,>a3 bays etc - rA1lP,4- CGOtt;n3. Will there be new rack storage? 2.. Yes ❑...No (If yes, a separate permit and plan submittal will be required) Provide All Boning Areas in Square Footage Below PLANNING DIVISION: Single-family building footprint (area of the foundation of as eructates, plus any decks over 18 inches and overhangs grater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq R): Floor area of principal dwelling: Floor area for 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: 43 Compact: Handicap: Will there be a change in use? ❑ .... Yes (it..No If "yes", explain: FIRE P MATERIALS: (81.. Sprinklers . ❑..Automatic Fire Alarm 0.. None El -Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0.. Yes 181.. No If "yes", attach fist of materials and storage locations on a separate & I /2x II paper indicating quantities and Material SofayData Sheets. ErzEf aunt On Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: On IivN-2006 - PemitAppicaicadoc Revised: 4-2006 bit 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). Plumbina 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 (cunent edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY WE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Pnr..tc. Jrvt 41, Mailing Address: tat Woavki a1(ty- !by Date Application Expires: 11114 I o I Date Application Accepted: 05 1 21.i 1 a, Qwvat+cationsvono.Apnttma. a Line3-2006 - PattApplaaaida Revved: 42006 a, Date: .S7ilf/ /6 Day Telephone: (25))Uy Par,; fic. ( X07 city State Zip Staff lnitial�� Page 6 of 6 1 ACCOUNT ITEM LIST: Description City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049095 Permit Number: D06 -193 Address: 770 ANDOVER PK E TUKW Status: APPROVED Suite No: Applied Date: 05/24/2006 Applicant: ACTION BUSINESS FURNITURE Issue Date: Receipt No.: R06 -00766 Payment Amount: 177.00 Initials: 3EM Payment Date: 05/31/2006 02:06 PM User ID: 1165 Balance: $0.00 Payee: CEDAR RECYCLING INC. TRANSACTION LIST: Type Method Description Payment Check 1454 177.00 BUILDING - NONRES STATE BUILDING SURCHARGE RECEIPT Amount Account Code Current Pmts 000/322.100 172.50 000/386.904 4.50 Total: 177.00 5949 05/31 9710 TOTAL 177.00 doc: Receipt Printed: 05 -31 -2006 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049095 Permit Number: D06 -193 Address: 770 ANDOVER PK E TUKW Status: PENDING Suite No: Applied Date: 05/24/2006 Applicant: ACTION BUSINESS FURNITURE Issue Date: Receipt No.: R06 -00726 Payment Amount: 112.13 Initials: 3E14 Payment Date: 05/24/2006 02:10 PM User ID: 1165 Balance: $177.00 Payee: CEDAR RECYLING INC. TRANSACTION LIST: Type Method Description Amount Payment Check 1420 112.13 ACCOUNT ITEM UST: Description PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/345.830 112.13 Total: 112.13 5808 05/24 9716 TOTAL 112.13 doc: Receipt Printed: 05- 242006 Pro e W4'-' gus�v+� -s Ev /�v T of Insp Lion: (— I IQ 4 1 - C- Address' {� Date Called: ^ �A✓ e �G G -0110 f� Special Instructions: Date Wanted: " 3 – d C a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECT IeN NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4) o - /54 PERMIT NO (206)431 - 3670 1 7c 1.pproved per applicable codes. Corrections required prior to approval. COMMENTS: FOP sr- v%41 4- t r 4v✓l 1ffP /�1iv�1 nspe .r: rst Dat $5 • .00 REINSPECTION E REQUIRED. Prior /o inspection, fee must be p d at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Re pt No.: IDate: Project; A c - k oN 6uc s Type of Injpection: t t ti4 L Address: 210 AMbO)fl Pt£.. Date Called: Special Instructions: • Date Wanted: CC ?- 11- of . Pm- Requester: Phone O ( 6 , --`I — cl6/ q Approved per applicable codes. INSPECTION RECORD Retain a copy with permit SPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: usc., Ls/N- Date: 7 1 — Oro .00 REINSPECTION FEE QUIRED. Prior /to inspection, fee must be at 6300 Southcenter Div Suite 100. lI to sechedute reinspection. (Recei ! No.: (Date: Project: Type of Inspection: Address: ' 7 //Lie Date Called: . Special Instructions: Date Wanted: Ertl, Requester: Phone No: _ ro70 INSPECTION 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ei Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431-36 t yl Corrections required prior to approval. COMMENTS: /4444 ,) h n � cAZ i 41.4 _ Foc// /M & 41 Sinau 3) S4e c ` /i K 1 ri $58.00 REINSPECTION $EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: 'Date: Project: A c - noN riaNavItt Type of Inspection: E,rien j/6,-riruG// ?gee �N$Fp Address: 9Q0 /)NDb ✓[72 Pe E Suite #: Contact Person - Pet v/0 /fz re- in 12 r Special Instructions: Phone No.: ( z/9-..n/z. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 INSPECTION NUMBER ( Inspector: iW /5t2 d Receipt No.: proved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Date: Vg /v6 'Doc, - 09; Doh - 19; PERMIT NUMBERS kwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. COMMENTS: EnC 4t t/ L LHno/4. k1e `t,sn' . D. [' 17ar f'-;Nth O. /l Hrs.. / $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be at 444 Andover Park East. Call to schedule reinspection. Date: 12/2/05 T.F.D. Form F.P. 85 TOO 12 Action Business Furniture 206 -575 -1919 P 206 - 575 -1902? 1000 Andover Park East Tukwlla,WA 98188 Date: — 7—If —o6 To: JIM DVStRC154y Firm: Cty ®F VC 0 4 a Fax it Phone B: From: V I% % 441..njw Subject ett c4.240- cirttl w Tale Cr Pages: 4 f `T COCier Note: Doc,-( FiPre JU ` 1 x ;005 DFp may 0 r YY3 LZ:ST 30.L 90 /TT /L0 BY G. OHANIAN DATE 5-22 -06 SUBJECT.. STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: ACTION BUSINESS FURNITURE 770 ANDOVER PARK EAST TUKWILA, WA. 98188 PER IBC 2003 EDITION STORAGE RACKS CAPACITY: 1750 4 / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD -10951 RAdK DROWN & EN4INEERIN4 do. 412 11*1 E %ASSAY, MUTE 4204 G dA. 91204 TEL:(816)240 -3810 TAX.(818)240 -8813 EXPIRES 12 -26 -07 RECEIVED JUL 112006 D EPARTMEN T SHEET .... ...... JOB NO.. RD X10951 REVISED 7 -7 -06 Z000 YV3 LZ:ST an.T. 90 /TT /L0 C0 0 811 BY G. OHANIAN RACK DESIGN & ENGINEERING CO. DATE 5-22 -06 412 WEST BROADWAY, QUITE 1204 SUBJECT GLENDALE, a. 01204 TEL:(818)240 -3810 FAS:(818)240 -3813 0 1 R =4 BRACED S =.85 W =D.L.+ 3 L.L. LOAD PER COLUMN L.L= 3 x 3x1.7 K. = 8 W =.1 +1.8 =1.9 K O.L LL K y — .85x1x1.2 „.3 K Wawa 4x1.4 2 BFAM LEVELS RACKS L.L. = -- 2x1.75 E1 3. 2 cm. W= .1 +1.2341.3 K V — .85X1%1.3 _ 14K wnort. 6x1.4 120" A 42 96 ( TYPES 'A" & 'E" J3EAM M= 1208x1.2 K ,„22"K S R= ja •K= .75<.91 SxWKL 384x1 xE '48 < _ •67 N sa SIDE VIEW M c � . 14 K x50 " =7 1 =1.98 5 tamer Fy =50 Kn L A ,4 1ONCIT 5F1SMIC .2 1750 I/ LEVEL +25% IMPACT LOAD 1200 // BEAM 120' S"B 96` (C.) 106" ( "D") • TYPES "B ", "C" & SEISMIC DE Jam( S Rx1 V= Ix W IBC 2003, SEC. 2208 S =1.27 NSW MAP) WO JMo MGM GM S„s 11 1.27 (E0. 16 -38) R =6 MOM. CONN. S ps =- x =.85 (E0. 16 -40) 0 SHEET NO 2 JOB NO. RD -10951 SIDE VIEW TV3 92 :ST BILL 90 /TT /L0 BY G. OHANIAN DATE, 5 -22 -06 SUBJECT COLUMN ANALYSIS 'r n KKI OS x1.7 �r � Fy� x SK 1 _ 76 Fe= =52 I 2 A =.4 (R) IA _ -a — 1 .x S ry .7 —75 Fa =Ty(1— 4 _) = 38 KS! a.o r Ks1 1 • 7 Max= Sx.Fb =12 K A.-- Y P„ = F Lk= 15 COMBINED STRESS RATIO P + it +.4 = 1.1<1.33 P M B BASF PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .3 K (1) - 1/2 "0 HILT! KWIK BOLT 3 ANCHOR ESR - 1385 OR APPROVED EQUAL. DESIGNED FOR 1/2 STRESS. (NO SPECIAL INSPECTION REQ'D) MOMENT AT BEAM CONNECTION 7/16"0 RIVET A = .1 Fy = 79 KKI Va is.1 x79x.4. = 3 Ma = 3Kx4 "x1.33. 10 CONN. RACK DESIGN & ENGINEERING CO. 412 WEST BROADWAY, SUITE #204 GLENDALE, CA. 91204 TEL:(818)240 -3810 FAX:(516)240 -3813 3 PIN CONN. P a = 192 =8 K 3 1R 1 SHEET N0 JOB NO. RD -10951 3 'I /2%5 BASE PLATE red 92 :Si 3117. 90 /ii /L0 900a BY G. OHANIAN DATE 5=22 -05 SUBJECT OVERTURNING TOP I FVFL _LOADING M .3 K x2x136 "x.5x1.15 • 47 M .15Kx2x136 "= 41 K MR • 1.9Kx42 " =80 . K MRa1.1 -46"K 140 UPLIFT LOAD TO DIAGONAL P =.3 s.9 K 1/8 F =50 Kai A =.31 r =.48 0 =.74 La 56" Far- 11.2 CHFCK WELDS 1/5" WELD 1.5" LONG EACH SIDE (3" TOTAL) 3x.125x.707x70x.3 • 5.7 K CHECK SLAB 1900 1000 - 1.9 ° 1.9x144 =274 •-17" Ms ( 12 )x1000x 2 x12 =1500 "0 S= 12x 5.5 2 _ 60 1500 - 25 <1.6 3000 -88 60 RACK DESIGN & ENGINEERING CO. 412 WELT BROADWAY, fium #204 GLENDALE, CA. 91204 TEL:(818)240 -3810 FAR:(818)240 -3813 19000 SHEET NO 4 JOB 140 RD -10951 5 1/2" CONCRETE SLAB 3000 PSI. CONC. 1000 PSF. SOIL ltd 0Z :21 S1LL 80 /TT /L0 BY G. OHANIAN DATE' 5 -22 -06 SUBJECT STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: ACTION BUSINESS FURNITURE 770 ANDOVER PARK EAST TUKWILA, WA. 98188 PER IBC 2003 EDITION STORAGE RACKS CAPACITY: 1750 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD -10951 RAdK DEOK4N & ENCIINEERINc4 d0. 412 �''i BROADWAY, QUITE #204 GLENDALE, OA. 91204 TE14818)240 -3810 FA$:(818)240 -3813 Pormir P' I EXPIRES 12 -26 -07 RECEIVED CITY OFTUKWILA JUL 11'2006 PERMITCENTER REVIEWED FOR CODE COMPLIANC e nnoll,VCD JUL 13 2006 CI of 8U1LDWNP nnitSMN SHEET NO 1 JOB NO RD -10951 REVISED 7 -7 -06 flEVJSION NOE PQ(r -- BY G. OHANIAN RACK DESIGN & ENGINEERING CO. DATE' 5 -22 -06 SUBJECT 0 a a l a 120" ( "A") 96" ( "E") TYPES "A" & "E" SIDE VIEW BEAM M_ 120 "x1.2 = 22 "1( 8 .75<.91 A— 5xWxL _.48n< 80 g ho =.67" 384x1 xE R =4 BRACED S =. W= D.L.+3 L.L. LOAD PER COLUMN L.L.— 3 x 321.75 K -1.8 K W= .1 1.9 .85x1x1,9 = • 2 K LON=R. 6x1.4 V _ .85x1x1.2 _ 3 K TRANS. 4x1.4 2 BEAM LEVELS RACKS L.L. =-2-x 2x1.7511-1.2x 3 2 COL W =.1 +1.2 L = L 1.3 K V — .85x1x1,3 = . 14K ta xcn. 6x1.4 a • An 412 WEST BROADWAY, SUITE #204 CLENDALE, dA. 91204 TEL:(816)240 -3810 FAX:(818)240 -3813 42" 1750 #/ LEVEL +25% IMPACT LOAD 1200 #/ BEAM SEISMIC DESIGN V — S R xi 44 x W IBC 2003, SEC. 2208 S =1.27 (USGS MAP) I =1 S S TR ESSO Sus =1 .27 (E0. 16 -38) R =6 MOM. CONN. Sos = 3x1.27 =.85 (EQ. 16 -40) MC0! .14 K x50 " =7 "K I =1.98 S =.91 Fy =50 KS• LONGIT. SEISMIC • N 120" ( "B ") 96" ( "C ") we co") L—� r 1 TYPES "B ", "C" at "D" 2 K 0 SHEET NO 2 JOB NO RD -10951 36" SIDE VIEW BY G. OHANIAN DATE. 5 -22 -06 SUBJECT COLUMN ANALYSIS COMBINED STRESS RATIO P + M _1.9 +10 = 1.1<1.33 P M RASE PI ATE ANCH. TENSION = 0 ANCHOR SHEAR = .3 x Fy =50 KSI A =.4 S =.4 r =1.1 r y = (1 -1/2 "0 HILTI KWIK BOLT 3 ANCHOR ESR -1385 OR APPROVED EQUAL. DESIGNED FOR 1/2 STRESS. (NO SPECIAL INSPECTION REQ'D) MOMENT AT BEAM CONNECTION 7/16 "0 RIVET A =.1 Fy = 79 KSI Va = .1 x79x.4= 3K Ma =3Kx4 "x1.33 =16 K CONN. RACK DESIGN & ENGINEERING CO. 412 WEST BROADWAY, BUITE #204 dLENDALE, CA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 3 PIN CONN. 1 = =76 =5- =75 Y M =S .Fy =12 K Fe = ) Z =52 x FN =Fy(1— k). 39 KSI P F =15 Pa Pn 8 K = 1.92 31 SHEET NO 3 JOB NO RD -10951 3 1/2 "x5 "x3/8" BASE PLATE BY G. GHANIAN DATE' 5 -22 -06 SUBJECT OVERTURNING TOP LEVEL LOADING = .3 "x.5x1.15 =47"K M =.15Kx2x136 " =41 "x M OT MR = 1.9Kx42 " =80 "K MR =1.1 Kx42 " =46 'K NO UPLIFT LOAD TO DIAGONAL .9 P =•3 = K 42 Fy =50 KSI A =.31 r =.48 Q =.74 L= 56" F °= 11 KSI P 3.5K CHECK WELDS 1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) 3x.125x.707x70x.3 = 5.7 K CHECK SLAB 1900# 1 1900 — 1.9 °' 1000 1.9x144=274 .9x 144 =274 ° " =17" M— (12 )2x1000x 2 x12 = 15001'0 S= 12x5.5? 60 6 1500 = 25 <1.6 3000 =88 60 RACK DESIGN & ENGINEERING CO. 412 WEST BROADWAY, SUITE #204 OLENDALE, CA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 4 JOB NO RD -10951 5 1/2" CONCRETE SLAB 3000 PSI. CONC. 1000 PSF. SOIL BY G. OHANIAN DATE. 5 -22 -06 SUBJECT STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: ACTION BUSINESS FURNITURE 770 ANDOVER PARK EAST TUKWILA, WA. 98188 PER IBC 2003 EDITION STORAGE RACKS CAPACITY: 3000 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD -10951 RACK DEOIdN & ENdINEERINGS do. 412 WEOT BROADWAY, MATE #204 LENDALE, OA. 91204 TEL:(818)240 -9810 FAS:(818)240 -3813 nz COI" - pontiff: f4o. EXPIRES 12 -26 -07 REVIEWED FOR CODE COMPLIANCE Annna cn _ MAY 3 0 2006 Of Tukwila RUtLOSn+r ntUt tflnl SHEET NO 1 JOB NO RD -10951 CIT O T UKWILA MAY 2 4 7006 PERMIT CENTER X 04- �`l3 BY G. OHANIAN DATE. 5 -22 -06 SUBJECT TYPES "A" & "E" BEAM M 120 "x1.7 = 26 "K 8 S R = 3 0 "K = . 85<.91 384x1 xE " 180 SEISMIC DFSIGN V= --1:12— x W IBC 2003, SEC. 2208 S =1.27 (USGS MAP) WORKING 1=1 STRESS Sus =1.27 (EQ. 16 -38) R =6 MOM. CONN. S =4 27=.85 (EQ. 16 -40) R =4 BRACED SDs =.85 W= D.L. +3 L.L. LOAD PER COLUMN L.L. =3x 3x K 3 W =.1 o. � 3 �G 3.1 K 120" ( "A ") 96" ( "E ") V — .85x1x3.1 _ 3 K raKGff. 6x1.4 • V = .85 %1 x3.1 — .47 K moms. 4x 1.4 2 BEAM LEVELS RACKS x 7x3 K —2 K 3 2 coy. W= .1 0.L +2 2.1 K V _ .85x1 x2.1 = .21 LONGO'. 6x 1.4 RACK DEOIdN & ENWINEERIN(# CO. 412 WE BROADWAY, BUTTE �204 GLLENDALE, CIA. 91204 TE14018)240 -3810 FA&(318)240 -3813 SIDE VIEW 3000 #/ LEVEL +25% IMPACT LOAD 1700 #/ BEAM M .21 Kx50 " =10 " 0 I =1.98 5 =.91 Fy = 50 KS!. LONGIT. SEISMLC e a cv 1 { TYPES "B": C" & .31 K 0 SHEET NO 2 JOB NO RD -10951 120" ( "8") 36" 96" ( "C ") 106" ( "D ") 03 � l est ID m 7 i SIDE VIEW BY G. OHANIAN DATE 5 - 06 SUBJECT COLUMN ANALYSIS ra X— COMBINED STRESS RATIO P M 3.1 15 FT,. M ax = fl + 20 = 1.00<1.33 BASE PLATT ANCH. TENSION = 0 ANCHOR SHEAR = .31 K Fy =50 KSI A =.62 S =.68 r =1.2 r =1.1 (1) -1/2 "0 HILTI KWIK BOLT 3 ANCHOR ESR -1385 OR APPROVED EQUAL. DESIGNED FOR 1/2 STRESS. (NO SPECIAL INSPECTION REQ'D) MOMENT AT BEAM CONNECTION 7/16 "0 RIVET A =.1 Fy = 79 KSI Va = .1x79x.4 3K Ma = 3Kx4 "x1.33 = 16 •K CONN. RACK DES1dN & ENdINEERINd CO. 412 WT BROADWAY. BUM 1204 LENDALR. DA. 91204 TEL•(818)240 -5810 FA%(818)240 -5815 3 PIN CONN. El C 5 k 1 2 1 = = 45.1=fi =47 Y • Max =S •Fb= 20 'K 10 • K Fe= rt2xE -52 () Fn =Fy (1 4F )= 38 d1 P F xA = 24 K Pa- 192 =12K 31 SHEET NO 3 JOB N0 RD -10951 3 1/2 "x5 "x3/8" BASE PLATE BY G. OHANIAN DATE 5 -22 -06 SUBJECT LOAD TO DIAGONAL P= .47 .i =1.3 Fy = 50 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 CHECK SLAB 3100 — 3 . 1 as 1000 446 =21" F 11.2 P = 3.5 K 3.1x144=446 M= (iZ ) j.- 2 x12= 1500 "# s= 12x5.52 60 6 1500 = 25 <1.6 =88 60 RAdK DESIUN & EN(INEERINC{ d0. 412 WELT BROADWAY, OULTE #204 dLENDALB, CIA. 91204 TEL:(818)240 -3810 711:(818)240 -3813 OVERTURNINQ TOP LFVFI LOADING = •47 "x.5x1.15 =73 "K M .15Kx2x136 " =41 "K M OT MR = 3.1 K x42" = 130 "K MR=1.1 Kx42"= 46 "K NO UPLIFT P 1 3100# SHEET NO 4 JOB NO. RD -10951 5 1/2" CONCRETE SLAB 3000 PSI. CONC. 1000 PSF. SOIL ACTIVITY NUMBER: D06 -193 DATE: 07 -11 -06 PROJECT NAME: ACTION BUSINESS FURNITURE SITE ADDRESS: 770 ANDOVER PK E Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPP Bu4 Division Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) 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 Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documenms/roming slip.doc 2 -28-02 -- PERMIT COORD COPY \ ' PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ Planning Division ❑ Permit Coordinator ❑ DUE DATE: 07-13-06 Not Applicable ❑ No further Review Required DATE: DUE DATE: 08-10-06 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: ACTIVITY NUMBER: D06 -193 DATE: 05 -24 -06 PROJECT NAME: ACTION BUSINESS FURNITURE SITE ADDRESS: 770 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Div Public Works Approved ❑ Notation: TUES/THURS ROUJING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.dac 2 -28-02 PERMIT COORD COPY`, PLAN REVIEW /ROUTING SLIP 511 Am/ Fire Prevention Structural 6 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 11 Incomplete Comments: DATE: DATE: Planning Division Permit Coordinator ❑ DUE DATE: 05-25-06 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 DUE DATE: 06-22-06 Approved with Conditions Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision No. Date I Received I Staff Initials Date I Issued Staff I Initials Summary of Revision: I —. 1 I I Summary of Revision: P Received By: Revision Date No.. Received Staff Initials I Date Issued Staff Initials i I I t Summary of Revision: 01 - liter Received By: Revision No. Date I Received ( Staff I Initials i Date I Issued I Date Issued 1 ' Staff Initials 01 - liter i I . 01 ar o co P of Revision: jcsi0V1 AL, WI IAA Summary C&V t w ,_a - g - as --- ,A. a : . _3/40 Va VY AEA ra r,(Gc, ac-, otrc- we,,4-rot Received By: pm/1/3 Smi , Revision No. ` Date Received I Staff Initials I Date Issued I Staff Initials 1 I 1 I Summary of Revision: Received By: PROJECT NAME: tfMN O PS 9 S.l ERMIT NO:. 1�D(9 �3 Site Address: c4V A 2 tri - -- OrigiArissue Date: REVISION LOG (please print) (please print) ' (please print) 1 Revision I No. Date Received I Staff I Initials Date Issued Staff Initials Summary of Revision: Received By: (please print) Project Name: City of Tukwila \applications\forms- applications on Ime4evision submittal Crested: 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.cttukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fa; etc. Date: 7!l i / 6 C- Plan Check/Permit Number: D — G 6 ley - ❑ Response to Incomplete Letter # _ ❑ Response to Correction Letter # _ • Revision # { after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner < c�1 9sciMSS r t,trn Project Address: 770 Arldo ✓c r Y4( Contact Person: Pau lc, fir, AA _" Summary of Revision: a c,tti d,u - • .. rr _ c . t2 r '. t.JeAC Ms 3" 3( 3 " t i t 1 " K 5 3(" to -Owed &F A", ; 1730 Le' 1010( . 1P ✓P, ( // Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by. L Entered in Permits Plus on 014 (u ligi2 JLQ Phone Number: ( .95 - 6Y0V Steven M. Mullet, Mayor Steve Lancaster, Director CITY 1 1 2006 PERMIT CENTER License Information License CEDARRI981CM Licensee Name CEDAR RECYCLING INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602084893 Ind. Ins. Account Id 84939604 Business Type CORPORATION Address 1 411 W VALLEY HWY S Address 2 City PACIFIC County KING State WA Zip 98047 Phone 2538040404 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 2/14 /2002 Expiration Date 2/14 /2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 RLI INSURANCE COMPANY SRS1002727 02/13/2002 Until Cancelled 512,000.00 02/14/2002 Business Owner Information Name Role Effective Date Expiration Date ECK, JERALD D PRESIDENT 02/14/2002 Look Up a Contractor, Electrir"n or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= CEDARRI981 CM 05/31/2006 x x x x x