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Permit D07-474 - SEATTLE CHOCOLATES - STORAGE RACKS
SEATTLE CHOCOLATES 1180 ANDOVER PK W EXPIRED 11 -OS -09 D07 -474 Parcel No.: 3523049085 Address: 1180 ANDOVER PK W TUKW Suite No: Tenant: Name: SEATTLE CHOCOLATES Address: 1180 ANDOVER PKW , TUKWILA WA Owner: Name: DANELLIE LLC Address: 4664 95TH AVE NE , YARROW POINT WA 98004 Phone: Contact Person: Name: AMY BECKNER Address: 1180 ANDOVER PK W , TUKWILA WA 98188 Phone: 425 - 264 -2714 Contractor: Name: NORTH WEST HANDLING SYSTEMS INC Address: 1100 S.W. 7TH STEET , RENTON, WA 98055 Phone: 206 255 -0500 Contractor License No: NORTHWH275JF DESCRIPTION OF WORK: INSTALLATION OF NEW PALLET RACKING FOR STORAGE OF CHOCOLATE CANDIES IN FOIL AND PAPER WRAPPERS STORED IN CARDBOARD BOXES ON WOOD PALLETS. ALSO SORAGE OF FLATTENED CARDBOARD ON WOOD PALLETS NON ENCAPSULATED. (SEE EXPIRED PERMIT D06 -259) Value of Construction: $0.00 Fees Collected: $1,197.22 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: doc: IBC -10/06 City -M 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 * *continued on next page ** Permit Number: D07 -474 Issue Date: 01/15/2008 Permit Expires On: 07/13/2008 Expiration Date: 10/09/2009 D07 -474 Printed: 01 -15 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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 Permit Number: D07 - 474 Issue Date: 01/15/2008 Permit Expires On: 07/13/2008 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: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and Signature: N Private: Public: Date: ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work • . be • .mplied , whether specified herein or not. The granting of this p / oes not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the rk. I am authorized to sign and obtain this development permit. Print Name: 3 LVA1L( This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D07 -474 Printed: 01 -15 -2008 Parcel No.: 3523049085 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 8: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 1180 ANDOVER PK W TUKW SEATTLE CHOCOLATES PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 14: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1) D07 -474 ISSUED 12/20/2007 01/15/2008 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: 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. 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 11: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 12: 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) 13: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) doc: Cond -10/06 007 -474 Printed: 01 -15 -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 18: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row, and multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. (NFPA 13- 12.3.1.13) 16: Pallets shall be stored no higher than 6 feet (1.8 m). Each pallet pile of no more than four stacks shall be separated from other pallet piles by at least 8 feet (1.4 m) of clear space or 25 feet (7.6 m) of commodity. Idle wood pallets shall not be stored in racks. (NFPA 13- 12.1.9.1.2) 17: Aisles in sprinldered buildings shall be a minimum of 44 inches (1118 mm) wide. Aisles shall be a minimum of 96 inches (2438 mm) wide in high -piled storage areas exceeding 2,500 square feet (232 m in area, that area accessible to the public and designated to contain high- hazard commodities. Aisles shall be a minimum of 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. (IFC 2306.9.1.1) 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) 19: Warehouses designed for high -piled stock shall establish and maintain aisleways of not less the 44 inches to provide access to all exits and fire department access doors. (IFC 2306.9.1.1) 20: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 21: 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 (1824 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) 22: 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. (TIC 906.6) 23: 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) 24: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (TIC 901.4) 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 sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 26: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila doc: Cond -10/06 D07 -474 Printed: 01 -15 -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 Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 27: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 28: 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) , 29: 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) 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 31: To schedule all construction fire - related inspections send an e -mail to fireinsprequest ©ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 33: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D07 -474 Printed: 01 -15 -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 permi doe: not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the perfo of work. i i Signature: . /1 1 / Date: Name: L Print Nam - ili doc: Cond -10/06 007 -474 Printed: 01 -15 -2008 Property Owners Name: Mailing Address: Name: E -Mail Address: CITY OF TUKWI Community Development epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us Q:\ Applications\Forms- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bb 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** I DO Soo- Company Name: Mailing Address: ' n ,� Contact Person: V V ` 1 S 1 E - Mail Address: m SO rC K s b� Q/ �11.J (') S . <-4) PIA Contractor Registration Number: I\i b Q-1 t W ft z,"/ F Contact Person: E -Mail Address: City Contact Person: King Co Assessor's Tax No.: New Tenant: SW1 S Jkur . IA) S& - Day Telephone: Fax Number: 1 SITE LOCATIO n 3 _3- Site Address: 1 , OlL) Suite Number: -- Tenant Name: J - P&»3 R 87.) A-0 DA/G2-A2-4 LO. - TUiLvJ l L A W/4 City State Floor: .... Yes State Zip CONTACT PERSON who do we` contact when your permit is ready to be issue 1 \ 1 CJ trin Day Telephone: - 1 € 3 " Co (0 ( 0 1 Q Mailing Address: 11 Pr . — v1/4)-Ps 1 1 City State Zip '�1 E -Mail Address: ' C (�J.Z( r' CJA . ((Dm Fax Number: 412-S Zi `{ - 2e GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) City State Zip Day Telephone: 2.O(O $ j & - ( .(k Fax Number: ` az_e y(f) Expiration Date: t4 72.60 All plans mtist be wet stamped '.by Architect of Company Name: Mailing Address: City Day Telephone: Fax Number: Zip Company Name: P-404 X5 Q ' ] K)��12 1V('�. co Mailing Address: 42- W . Burromnvi S i) it t, Z)(p 6, (rlA/°t -L C S120I State Zip dl M 0 ��13 Page 1 of 6 Valuation of Project (contractor's bid price): $ ` f 3, 30 O ci 7 Existing Building Valuation: $ S a pe of Work (please provide detailed information): ' t, 101, Si Q:\Applicationsworms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Will there be new rack storage? ... Yes ❑ .. No If yes, a separate permit and plan submittal will be required. l di/4Q Oide All Butlding'Areas', in 9 re 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: Will there be a change in use? ❑ Yes FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None Other (specify) I NJ 111S 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 Saf ty ata 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. Compact: of LI Handicap: No If "yes ", explain: Page 2 of 6 PERMIT APPLICATION NOT= Applicable to all permits in this`ak 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. Print Name: Mailing Address BUILDING OWNER RIZED AGENT: Signature: Date: /1 (D Date Application Expires: d6 ola Date Application Accepted: Q:\Applications\Forms- Applications On Line\3.2006 - Permit Application.doc Revised: 9 -2006 bh Day Telephone: '4 Z-731 ' /. 7 I — ir 1< w City Jtate Zip Staff Initia s: J Page 6 of 6 Fixt - -'e TYPO; Qty 'Fu tune Type qty ' Future Type ixture'`Type `' Qty Bathtub or combination bath/shower Drinking fountain o ater cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste gri er, commercial ' eceptor, indirect e Clothes washer, domestic Floor drain Si ' s Dental unit, cuspidor Shower, s' gle head trap Urin domestic, with independent drain Lavato Water oset Building sewer or trailer park sewer Rai ater system — per dr n (inside building) Water hea 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 epair or alteration of water piping and/or water treating equipment Repair or alter. on of drainage or v - piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work contractor's bid price): $ Valuation of Gas Piping work ontractor's bid price): $ Scope of Work (please provide d • ailed information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outl being installed and the quantity below: Q:\Applications\Forms- Applications On Line\3 -2006 -Permit Application.doc Revised: 9 -2006 bh State Zip Page 5 of 6 Parcel No.: 3523049085 Address: 1180 ANDOVER PK W TUICW Suite No: Applicant: SEATTLE CHOCOLATES Receipt No.: R07 -02823 Initials: JEM User ID: 1165 Payee: SEATTLE CHOCOLATE COMPANY City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Description Amount Payment Check 15474 1,197.22 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Total: $1,197.22 Permit Number: D07 - 474 Status: PENDING Applied Date: 12/20/2007 Issue Date: Payment Amount: $1,197.22 Payment Date: 12/20/2007 11:36 AM Balance: $0.00 722.86 469.86 4.50 6304 12/20 9710 TOTAL 1197.22 doc: Receiot -06 Printed: 12 -20 -2007 COMMENTS: Type of Inspection: 1— , d JA ( v Address: H I e o A,,,c(ev P(4. Date Called: Special Instructions: 3- f ► ,.c,� Y'/ r / , Date Wanted: �'7 — 30 - 0 9 a.m. -- M ell P.A- z L L\r , . A l /)�- - (t``- , STOI lr) ,) /V:. oA % Pt S t A ( A 0 /\ • t ) }- G -e - A _4 i ` — - ,P n , � � A o\ ,\t ) / L t i (Lk A- - r 4 . 1 (----.. , , , 1 " r° r (e ts t �y I[-v 1, ii` -, -v.;, .e./ ‘. /N -- r II , f)-1/Lt .' I Project: -ttLP 0 ko'.o `A4i Type of Inspection: 1— , d JA ( v Address: H I e o A,,,c(ev P(4. Date Called: Special Instructions: 3- f ► ,.c,� Y'/ r / , Date Wanted: �'7 — 30 - 0 9 a.m. Requester: Phone No: _ 1 12-5 2 6 q —z 7n • 45,-4 INSPECTION NO. Approved per applicable codes. 1 lnspectqf: INSPECTION RECORD Retain a copy with permit PC- (Date: b07 1 47 1- ( PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Corrections required prior to approval. - 1l U $60.00 $60.00 REINSPECTION FEE RUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: C OMMENTS: Type of Inspection: T---,„,4 l /ne- fr. , y L,y 0wy ,v C )/rte N -+7/ A/O F 4%F f ,, fy,e,,35 -q //✓ , A" /cite S S. g G - FN,, /.2a4 l .677; 0 ;1" /.-- 1 4,7q-�/ Date Wanted: ia.m? N / -2 7a9 r Project: SPq -/-/b F' ("AO, Type of Inspection: T---,„,4 l \ Address: // C53& 4,44W, pe 4.— Date Called: Special Instructions: Date Wanted: ia.m? Requester: Phone No: 4/25:264( -2 7a9 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Approved per applicable codes. Insp- tor ri $6 ' .00 ' EINSPECTION FEE R UIRED. ' rior to inspection, fee must be paid 9 6300 Southcenter Blvd., Suite 10 ' . Call to schedule reinspection. (Receipt No.: Corrections required prior to approval. Date 'Date: PERMIT NO. COMMENTS: Type of Inspection: • 9 A 0 , 71 PA ME `1 gJtrj . ',sCam'1(c jA. -'"67:- Special Instructions: Z.V.--- - - ( ' J S A((Jl j – , Phone No: 4 25 - 764 —7W/ 7-1 01/4-. itA, .1 ilip 7 o , j _..0 ,,k S ' ' A n r n� :. Le Pre- I( _ p- e ( 1L- L/ t A, ,) /S J n s J e &t - 2 (-MI ,6 A t Oc- Fi) t 1J : k (,;�. F-,`, ) rJ v Nc._ - P L ,/C i-T..k A l A Proj Type of Inspection: • 9 A 0 , 71 Address: r l eo Aicoo,per west- Date Called: Special Instructions: Z.V.--- Date Wanted:0 �j a.m. —�Z _ "i, Requester: Phone No: 4 25 - 764 —7W/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. J lnspetor: Ite El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: . 3 � j ),(4.(we MI ;-f e kt,(3 ov 'v ( Tt r - WAA4 5 o �I � — ' L ._.c- (Ac / N J, ems nn A L�l if Date Wantefd: y //S _ 746 � -- -.AJ t' (f AI KZ Lti so *wj t 12 ,t (oo€J " C f ;: (. i,..)& t.` j /( () cAJe -c Project:, �A ff 1 f C'hoe Type of Inspection: Fi�4/izi Address: //B U d fr /i941(J Date Called: Special Instructions: Date Wantefd: y //S _ 746 Requester: Phone 2 C - 27/ INSPECTION RECORD ,l l� Retain a copy with permit �v�`7 ' y INSPECT ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4314670 El Approved per applicable codes. orrections required prior to approval. I 1 1Date 5— M El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: BY G. OHANIAN DATE . 12 -8 -07 SUBJECT STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: SEATTLE CHOCOLATE CO. 1180 ANDOVER PARK WEST TUKWILA, WA. 98188 PER IBC 2006 EDITION STORAGE RACKS CAPACITY: AS SHOWN ON ELEVATIONS CALCS. 1 THRU 6 DRAWINGS: RD -11729 RAdK DEOI(dN & EN(INEERINd do. 412 WEI41 BROADWAY, {QUITE #204 LENDALE, CIA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 FILE COPY Permit Na. Filar review approval is subject to errors and omissions. A ro e af. construction documents doe s�an not authorize p2 pp r dopt0' cods or the V v . lor Gx cry.; C;; :7 . ,•,1 c onditions IS ackno lete : , ; 't; 1 EXPIRES 12 -26 -09 SHEET NO. 1 JOB NO.. RD 11729 RECEIVED CITY OF TUKWILA DEC 19 2001 ptl�wiI i" CEr' I ER 1414-T BY...., G. OHANIAN DATE . 12 -8 -07 SUBJECT 96" 3500 #/ LEVEL TYPE "A" 1 2000 #1 LEVEL TYPE "C" TYPE "E" RACK DESIGN & ENGINEERING CO. 412 WEST BROADWAY, b1UITE #204 ( LENDALE, CA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 3500 #/ LEVEL TYPE "B" & "F" 96" 2000 #1 LEVEL 2000 #/ LEVEL 1000 #/ LEVEL TYPE "D" SIDE VIEW 96" BEAM 111Zd 44" 44" SIDE VIEW I K =1.84 S,=.85 Fy = 5 KSI. 3500 #1 LEVEL +25% IMPACT LOAD 1900 #1 BEAM M= 96 "X1.9K =23 "K 8 S .76 <.85 A_ 5xWxL3 = .38 "< 96 =.53" 384xI xE 180 SHEET NO 2 JOB NO. RD -11729 SIDE VIEW , BY. G. OHANIAN DATE . 12 -8 -07 SUBJECT SEISMIC DESIGN _ S V— Rx1.4 WORK ING STRESS ASCE7 -5 1 =1 R =6 DOWN AISLE (MOM. CONN.) R =4 CROSS AISLE (BRACED) S =.85 W =D.L.+ 3 L.L. LOAD PER COLUMN TYPES "A ", "B" & "F" L.L.= 3 x 3x .5K =3.5 W= .1 3.5 3.6 K LoNO T. 6 _ .85x x11.4 .6 =.36 x3 ✓ _ .85x1 x3.6 = 54 K TRANS. 4x1 .4 • TYPE "C" L.L. = 3 x 3x2 cm. 2 K W =.1 0. 1 2 LL 2.1 K ✓ _ .85x1x2.1 = 21 K LONGIT. 6x1.4 ✓ _ .85x1x2.1 = 32x TRANS. 4x1 .4 TYPE "D" L.L. = x (3X1 K) +(2X2K) =2.3 K 3 2 coL W =.1 2.3 L=2.4K V = .85x1 x2.4 = .24 UMW. 6x1.4 V _ _ .85x1 x2.4 =36K LONGIT. 4x1.4 M _ .24Kx20" _2 ~ K Coy. 2 IBC 2006 SEC. 15.5.3 RACK DESIGN & ENGINEERING CO. 412 WEST BROADWAY, SUITE #204 OLENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 LONGIT. SEISMIC .36 K 13 TYPE "E" .21 K L.L.= 2 x (2x1 K) +(2x2K) 3 2 COL W= .1 2 LL 2.1 K v __ .85x1x2.1 = 2 1 K LONGIT. 6x 1 6x1.4 M00 .21 Kx30" =6" — 2 K 0 SHEET NO. 3 JOB NO. RD -11729 BY G. OHANIAN DATE. 12 -8 -07 SUBJECT COLUMN ANALYSIS COLUMN AT "A ", "B" & "F" x- 3" t =.o9" U COMBINED STRESS RATIO c + Max + = .87 <1.33 BASE PLATE ANCH. TENSION — 13—(3.6x3") = 36 K 6" ANCHOR SHEAR = = 18 K (2) -1/2 "O HILTI KWIK BOLT 3 ANCHORS ESR -1385 OR APPROVED EQUAL. DESIGNED FOR 1/2 STRESS. (NO SPECIAL INSPECTION REQ'D) COLUMN AT "C ". "D" & "E" TYPE "E" 1 5 / 8 M COMBINED STRESS RATIO P a + M ax — 10 +13 = . 90 <1 .33 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .21 K Fy =50 KSI A =.53 S =.45 r =1.1 r = . 62 Fy =50 KSI A =.78 S x =.80 r =1.2 r =1.1 (1)-1/2"95 HILTI KWIK BOLT -3 ANCHOR ESR -1385 OR APPROVED EQUAL. DESIGNED FOR 1/2 STRESS. (NO SPECIAL INSPECTION REQ'D) RACK DESIGN & ENGINEERING CO. 412 WEST BROADWAY, SUITE #204 IjLENDALE, CA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 TYPES "C" & "D" 1 5/8" !CI 73x1.7_ r 1.2 KI _52 — r y — • — 47 Max =S .Fb = "K Fy =50 KSI A =.54 S x =.42 r =1.2 r = Fe = 2 ( = 27 r Fn =Fy(1— . =26 4F P F xA = 21 K p_Pn _11 a 1.92 KI _ 48x1.7 =74 r 1.1 KI = 42 — 68 r 62 Max =Sx • Fb =13 "K 36K 13:2) 2 1K 7 3/4 "x5 "x3/8" BASE PLATE SHEET NO 4 JOB NO. RD -11729 2 Fe =� x " =52 r F n =FY (1 4F ) =38 KSI P =F xA= 20 K P Pn 10K — 1.92 3"x3"x1 /8" BASE PLATE BY G. OHANIAN DATE 12 -8 -07 SUBJECT MOMENT AT BEAM CONNECTION TYPES "A ", "B ", "E" & "F" 7/16 "95 RIVET A =.1 Fy = 79 KSI Va = .1x79x.4 = 3 K Ma = 3 Kx4 "x1.33 = 16 " 2 PIN CONN. CONN. MOMENT AT BEAM CONNECTION TYPES "C" & "D" 1/2 "o ROD Va =2.8 K Ma = 2.8 x4.5 "x 1.33 = 16 2 PIN CONNECTOR OVERTURNING MOT .54 "x.5x1.15 =119 "K MR = 3.6 K x44" = 158 "K NO UPLIFT LOAD TO DIAGONAL P = .54 . =.57 44 Fy =50 KSI A =.31 r =.48 Q =.74 L= 58" Fy =36 KSI Fv =14 KSI A =.20 F = 10.6 KSi P = 3.3 K CHECK WELDS 1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) 3x.125x.707x70x.3 = 5.7 K RACK DESIGN & ENGINEERING CO. 412 WEOT BROADWAY, t1UITE #204 OLENDALE, CA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 BOTH SIDES TYP. 11.5 "K TOP LEVEL LOADING MOT = . 18 K x2x192 "= 69 " K MR =1.3 Kx44"= 57 " K UPLIFT = 69 -57 = .28 K 42" SEC. B -B SHEET NO 5 JOB NO. RD -11729 By , G. OHANIAN DATE 12 -8 -07 SUBJECT LOAD TO DIAGONAL P = .36Kx c .88 K COL 44 = F =36 KSI A =.45 P = .45x36x.6x1.33 =13 88 K CHECK WELDS 1/8" WELD 2" LONG EACH SIDE (4" TOTAL) 4x.125x.707x70x.3 = 7.4 K CHECK SLAB 3600 3.6 °' 1000 =23" 3.6x144=518 M= (1 )2x 1000x 2 x12 = 1042 "# S= 12x6 = 72 6 1042 = 14 <1.6 NTEICT3 =72 72 RACK DESIGN & ENGINEERING CO. 412 WEOT BROADWAY, QUITE #204 (#LENDALE, CA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 1� \�O t =.07" 3600 # 6" CONCRETE SLAB 2000 PSI. CONC. 1000 PSF. SOIL SHEET NO 6 JOB NO. RD -11729 AMY BECKNER 1180 ANDOVER PK W TUKWILA WA 98188 RE: Permit No. D07 -474 1180 ANDOVER PK W TUKW Dear Permit Holder: Sincerely, Bill Rambo Permit Technician File: Permit File No. D07 -474 City of Tukwila Thank you for your cooperation in this matter. Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/05/2009. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/05/2009, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 AMY BECKNER 1180 ANDOVER PK W TUKWILA WA 98188 RE: Permit No. D07 -474 1180 ANDOVER PK W TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D07 -474 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 08/08/2009. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 08/08/2009, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Snnthcenter Boulevard. Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 02 -02 -2009 AMY BECKNER 1180 ANDOVER PK W TUKWILA WA 98188 RE: Permit No. D07 -474 1180 ANDOVER PK W 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 Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the 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 issuance, 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 International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writink 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 03/11/2009 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician xc: Permit File No. D07 -474 Ctty of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director nninn = nay. on6 A9f ? - 7/1 - Gov. 9 /tfi_A21_2A#ft 09 -08 -2008 AMY BECKNER 1180 ANDOVER PK W TUKWILA WA 98188 RE: Permit No. D07 -474 1180 ANDOVER PK W TUKW Dear Permit Holder: City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 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 Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the 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 issuance, 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 International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. 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 10/12/2008 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: Ter Marshall it Technician Permit File No. D07 -474 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 August 7, 2009 Niel Campbell Seattle Chocolate Company 1180 Andover Park W Seattle, WA 98188 RE: Request for Extension Development Permit No. D07 -474 Dear Mr. Campbell, This letter is in response to your written request for an extension to Permit No. D07 -474. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit an additional 90 days, through November, 5, 2009. Please note that the Building Official has determined that no further extensions will be available for this permit. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, 'fer M shall it Technician File: Permit No. D07 -474 city of Tukwila Department of Community Development Jack Pace, Director W:\Permit Center\Extension Letters\Permits\2007\D07 -474 Permit Extension.doc jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Permit No. D07 -474 1180 Andover Pk W Tukw To whom it may concern, Sincerely, Niel Campbel President Seattle Chocolate Company www.seattlechocolate.com RECEIVED Atm 05 :411g COMMUNITY July 31, 2009 We are writing to request an extension on this permit. We had intended to have our new generator installed and functioning by now, however with the information provided us by the City of Tukwila concerning the Howard Hanson Dam and potential flooding issues, we were forced to reconsider the permanent location for the generator. Initially it was to be placed on a pad constructed on the parking lot in the rear of the building. This would put it inside the flood plain. We determined it would need to be elevated to prevent flood issues, and have measured the height of an existing pad and believe it to be adequate for this purpose. Choosing the new location for the generator presented us with new challenges, and we have been addressing those. There are pallets of obsolete packaging stacked in front of the designated area and we are currently working with a company who is having them removed to various recycling facilities. We also have a request in for a heavy duty forklift, currently undergoing repairs, to lift the generator and to move several 40 foot containers. We expect the area to be clear by August 30, 2009. We are gathering bids for the install while this is going on, and plan to have the generator operational as soon as possible. The generator will power the emergency lighting, which is the last item holding up the permit, after the Fire Department signs off. We complied with the letter sent by the City of Tukwila regarding the lack of activity on this permit. The building inspector was here on 7/31/09, and per her request, we are submitting this letter of request for the extension. We thank you for your time and consideration in this matter. 14, !AA% 10 elte Pyrtu411;ua W.cI.Q haOc..2aGP.e 0 0110$(01 Seattle Chocolat e Company ea • le Washington 98188 • Fax: (425) 264 -2811 • Toll Free: (800) � '' 1180 Andover Park West • Seattle, g ( ) ( ) 334 -3600 ACTIVITY NUMBER: D07 -474 DATE: 12 -20 -07 PROJECT NAME: SEATTLE CHOCOLATES SITE ADDRESS: 1180 ANDOVER PK W X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINAT ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 2-27-07 i._ Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 "PERMIT COORD COPY �° PLAN REVIEW /ROUTING SLIP Incomplete Approved with Conditions Fire Prevention LYJ No further Review Required DATE: DATE: Planning Division C Not Applicable ❑ DUE DATE: 01-24 -08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #6 TRAVS 81S103354822BCM 10/01/2001 Until Cancelled 01/01/1980 $12,000.00 10/09/2001 Business Owner Information ' Name Role Effective Date Expiration Date FRANCK, JAMES J 01/01/1980 THOMAS, KEVIN A 01/01/1980 KOSTY, CLARK R 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License Licensee Name Licensee Type UBI Ind. Ins. Account Id Business Type Address 1 Address 2 City County State Zip Phone Status Specialty 1 Specialty 2 Effective Date Expiration Date Suspend Date Separation Date Parent Company Previous License Next License Associated License NORTHWH275JF NORTH WEST HANDLING SYS INC CONSTRUCTION CONTRACTOR 600051641 32999900 CORPORATION 1100 SW 7TH ST RENTON KING WA 980552939 4252550500 ACTIVE GENERAL UNUSED 4/6/1973 10/9/2009 NORTHHS963ND https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= NORTHWH275JF 01/15/2008 "L1 t • T ,. • rn C") UFi 0 co ▪ "Ti rn o C M c f)l somar" 4011111111 SHEET DESCRIPTION .LE AS SHOWN DATE 6/28/07 DRAWN BY KEITH WERNER h NW ,44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 0 44X96 44X96 44X96 44X96 44X96 44X96 —4 44X96 44x96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44)I 44) 96 96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 --0 44X96 1 44X96 44X96 44X96 44X96 H 44X96 44X96 1 44X96 44X96 44X96 1 44X96 1 44X96 44X96 44X96 44X96 4496 1 44X96 1 44X96 44X96 I) 44X96 II 44X96 44X96 44X96 44X96 1 44X96 44X96 44X96 44X96 1 44X96 44X96 1 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 'ba w rn RACK PERMIT Pl X TYPE Y _DE 4 96 4 96 44X96 44X96 44X96 44X96 H 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 4496 44> 96 44X96 44X96 44X96 I 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 11 44X96 TYPE 44X 96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44> 96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 w rn 44X96 NORTHWEST H A N N C 1100 SW 7TH STREET RENTON WA 98055 (425) 255 -0500 44X96 9 ,_ 5 „ 44X96 4 ANCHORAGE PORTLAND SPOKANE EUGENE YAKIMA 1 96 0 44X96 44X96 44X96 - YPE 44X96 YPE "D" TY E 44X96 9 9 44X96 44X96 44K96 44K96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 H 44X96 44X96 44X96 44X96 44X96 44X96 H 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 H 44X96 44X96 44X96 44X96 44X96 44X96 44X96 YPE YPE 44X96 44X96 H 44X96 44X96 44X96 44X96 44X96 44X96 99 99 44 X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 4X96,. 44X96 44X96 44X96 44X9€ 44X96 44X96 44X96 44X96 X96 44X96 44X96 44X96 .._44X96.. 44X96 44X96 .44X96. 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 4X96 aMiCA4NWfF,il; . A91 A,MAAH 'Mw4'A Stiii.A: M'k _ n`t�i+MYtiM4FtFT.'+ip w rn PROJECT TITLE _ Y . : 44X96 C1) 0 z co X -H CA cn u,y NOT PUBLISHED. ALL RIGHTS RESERVED. THESE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF NWHS. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS, SOLD PUBLISHED OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF NORTHWEST HANDLING SYSTEMS. SEATTLE CHOCOLATES m sox • m 0 so .. : A ST D� ,Ad TS ® ,, � fa• 4 � � 1-4 , , ,.--. – \1 1 IN V � l ti o � Z• z CI D 10.701 I •v1 � / v – � u9 /5 ll 1 \ BOTH SIDES TYP. 1 r I I = co d °' d' v ` em a v • . s a = d • . v _ • -- M t- 0.07 " I I a • . !a p.. 4. .. . . ' , . . 4 ::: . A :71 I -ET+ 4. ' : .. • • • 2 3/4" t=3/8" Np F (100 X00 k A p q (1) TYP N.1 1 TYP _ t =.07" q SEC A -A o ❑ „ - - - - -- 7/16 "0 . RIVET ASTM A354 1/8 1 -- - - TYP 1 /8 r1.5» - u 9 1 K - I I PER BASE PLATE N0. 4) t =.9” I I N 1 \ 1 — 6" SEC. B –B (1) - 1/2 "0 3 1/2" EMB., :: 1 •1 3/4 ANCHOR BOLT (SEE NOTE -79 t= 3/16" (2) 3 / ` -1/2 "0 ANCHOR BOLTS PER BASE PLATE 1/2" EMB., (SEE NOTE N0. 4) / BRACING DETAIL 1 BEAM CONNECTION 2 BASE PLATE DETAIL 3 BASE PLATE DETAIL 4 ROW SPACER 5� ____,,,____ Typ> > i182" 731 4" CONNECTOR 1/2"0 1 3/4" • 01 , . =3„ NOV O' 5 2009 &r� 96" 96" 44 44" NCE r gy+ °mss#; 44" r 1 P c1 ID ° d al 1 ,� LOCKING # 7 „z 7 az 7 0 0 -I o /4446\ t=.07" \ ♦ ► .. - . b • . p . • O ; p 4. . ♦ ♦ i • • . •• 4 L;■: a . a S 1 1/4 " Q \ (1000 t , p ;4: -4- ! , 2 000 #/ LEVEL 1 11 CONNECTOR ANGLE � PIN CAPACITE) t =.07" SEC. A -,q A .: - co IIN I cy LO N _ ° N -r -- I o\ t _ o\ '- IN NI- 0 \ I + 2000 #/ LEVEL � I N d Aiiiiik„iiiiiL \ \ AIM 1 5/8" TYP 1/8 • 44) Q' TYP �\ P. i J 3 /1 6 A • ( 13 - - - -' I 1000 #/ LEVEL \ j ` . J [ ; _ f t =.07" _ 1/S 1 r - - - -- tcy r J\ �► N iiii � N 3" X X (1) - 1/2 "o ANCHOR BOLT PER BASE PLATE 3 1/2" EMB., ,(SEE NOTE NO. 4) SEC. B –B :. �c- '� 4 - ..d �•: ' :. . .: .. -,$ .� :: •' .. ,•. ` .. _ . � • . ; ,. ,, 2000 #/ LEVEL BRACING DETAIL �6 BEAM CONNECTION BASE PLATE DETAIL ( 8 i ' TYPE "C" TYPE 99 D 99 SIDE VIEW \ \ 96" 96" i ® 44" / 44" 44" 96" 44" NOTES: 1 – DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE " INTERNATIONAL BUILDING CODE 2006 EDITION 2– STEEL FOR ALL SHAPES FY =50 KSI. ASTM A570 -85 GR.50 (EXCEPT AS NOTED) 3–ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR #777 (E70XX ELECTRODES) 4 –ALL ANCHORS HILTI KWIK BOLT 3 ESR -1385 OR APPROVED EQUAL (NO SPECIAL INSPECTION REQUIRED) 5– CONCRETE SLAB 6" THICK 2000 PSI. SOIL BEARING CAPACITY 1000 PSF 6– STORAGE RACK CAPACITY AS SHOWEN ON ELEVATIONS 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 SHOWN ON ELEVATIONS - 8– STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1/2" IN 10' -0" OF HEIGHT � �- � r� �, : a ., .,. NOY�O 5 RECEIVED OF �ILr� DEC 19 2001 r , ., � . PEI-Will Cllr. 6 ER s CD t m M 1 f \ – _ � r , r \ \ \ 2000 LEVEL H �, 0 4 S \ I N co N \ r , 1 � r _ r ; _ (O 2000 LEVEL #/ �- _ co H \ Al I +; \ i 1 N in N to _ 1 0 I tD N N N ac— M 1000 #/ LEVEL . 4 I \ _ r� I� 0 Q _ N co \ \ I 1 _ N _ \ 0 204 to _ \ 11 1/1 1 000 #/ LEVEL # _ ` REV. DATE 10 N REVISION _ \ � F WAS y / - 9 ACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 9120 1 00 00 ° . • '' : ' . ' . • •• A . Q ,..• SCALE: NONE DRA N BY: A.KH. .- LEVEL 3500 LEVEL;' 3500 #/ #/ I a te,, o DATE: - Q - - , . lb s E • '� FCISTEBf` FS PROJECT. SEATTLE CHOCOLATE CO. 1180 ANDOVER PARK WEST, TUKWILA, WA. 98188 !! !! !! f! !! !! !! !! N - = _ TYPE "A" TYPE B & _ F SIDE VIEW SIDE VIEW :._._... -�� TYPE E G s70 EN NAL S TORAGE RACK DETAILS J OB. N0. RD– „729 SHEET NO. , of , EXPIRES 12 - 2 6 -09