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HomeMy WebLinkAboutPermit D13-072 - SEATTLE CHOCOLATES - TENANT IMPROVEMENTSEATTLE CHOCOLATES 1180 ANDOVER PK W D13-072 City okukwila i Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov Parcel No.: 3523049085 Address: 1180 ANDOVER PK W TIIKW Suite No: Project Name: SEATTLE CHOCOLATES DEVELOPMENT PERMIT Permit Number: D13-072 Issue Date: 05/03/2013 Permit Expires On: 10/30/2013 Owner: Name: DANELLIE LLC Address: 4664 95TH AVE NE , YARROW POINT WA 98004 Contact Person: Name: NIEL CAMPBELL Address: 1180 ANDOVER PK W , TUKWILA WA 98188 Phone: 425-753-6666 Contractor: Name: OWNER AFFIDAVIT ON FILE - NIEL W CAMPBELL Phone: Address: Contractor License No: Expiration Date: Lender: Name: SELF-FUNDED BY.SEATTLE CHOCOLATES Address: DESCRIPTION OF WORK: REISSUANCE OF EXPIRED PERMIT D07-474, WHICH WAS A REISSUANCE OF EXPIRED PERMIT D06-072, I NSTALL NEW STORAGE RACKS Value of Construction: $0.00 Fees Collected: $1,092.10 Type of Fire Protection: SPRINKLERS/AFA International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-072 Printed: 05-03-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N Date: [3 I hereby certify that I have read and:� ned this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied , 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 and agree to the conditions attached to this permit. Signature: Print Name: Z412 -A t3Y�'-dos Date: c _ 2l 3 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. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: 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: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 6: 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 doc: IBC -7/10 D13-072 Printed: 05-03-2013 approval. 7: 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. 8: 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: ***FIRE DEPARTMENT CONDITIONS*** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 12: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinlder head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 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 sprinlder at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 14: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 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: IBC -7/10 D13-072 Printed: 05-03-2013 CITY OF TUKV A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pei t No. Project No. Date Application Expires: Date Application Accepted: (For office use only) CONSTRUCTION PERMIT APPLICATION 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** SITE LOCATION Site Address: //sra IgIe +.- /d'/' a Tenant Name: King Co Assessor's Tax No.: X23 C f1 6 $5 PROPERTY OWNER � Name: -.o/IA/%// - /e ��'l7:"4.1F/14/://L. Address: %`1iy.� l Z di,e_ Al City: FF_itzyelL State: Ci.y Zip: ?Kiel v CONTACT PERSON — person receiving all project communication Name: 1E.,sikmE,L. � Architect Name: L4,,, 5 ,, )(q,cf , / A/A N Address: I ($O AvZ640 Email: // ��Yal1.t�'3►'l ��il�.u.SBc .(4f City: &Litter//4 'TU/KW/IL� tate: , /d �/// Zip: ?s, 1.66 Phone: 2_5_715 ,..G/6/Fax: `i Zip: ('$� Email: ii(e._/ T ey1 GENERAL CONTRACTOR INFORMATION Company Name: Architect Name: L4,,, 5 ,, )(q,cf , / A/A N Address: /09 � �G 4.-7: City: ,G, -„.m State:bur+ Zip937/2/ Address: Email: // ��Yal1.t�'3►'l ��il�.u.SBc .(4f City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12. docx Revised: February 2012 bh Suite Number: Floor: 1 New Tenant: ❑ Yes lg. No ARCHITECT OF RECORD Company Name: 5 r _ G. fi., ,sem c, /�G' Architect Name: L4,,, 5 ,, )(q,cf , / A/A N Address: /09 � �G 4.-7: City: ,G, -„.m State:bur+ Zip937/2/ Phone:g64 if3pi' Fax � Email: // ��Yal1.t�'3►'l ��il�.u.SBc .(4f ENGINEER OF RECORD Company Name: .G slwdj'4, Fao6boraz,34 Co Engineer Name: Lvice_iv l t< 04 x03 l mow.) �/ - Address: 4t2. ^.r. Ap f t 4& Z: T City: LLQ State:C,A. Zip:cIZc4 Phone: 3 vg_Zd.,� 3� �D Fax: g t$— z1 -, 3g t 3 0 i� Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATI206-431-3670 mos Valuation of Project (contractor's bid price): $ 30 000 Existing Building Valuation: $ % vol o& Describe the scope of work (please provide detailed information): Ajeki �jf'aQpK. „5 Will there be new rack storage? F....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: 15t leJ4 Tv r "Com-p'act: Handicap: Will there be a change in use? 0 Yes FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers pgAutomatic Fire Alarm 0 No If "yes", explain: 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2" 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. H:\Applications\Forms-Applications On Line 12012 ApplicationsU'ermit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC la`Floor S3,402--2 I -g 2nd Floor b kv i aN� Srcrs s ) 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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: 15t leJ4 Tv r "Com-p'act: Handicap: Will there be a change in use? 0 Yes FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers pgAutomatic Fire Alarm 0 No If "yes", explain: 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2" 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. H:\Applications\Forms-Applications On Line 12012 ApplicationsU'ermit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INF(""IATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved b ing County Health Department. ❑... Highline 0 ...Valley View 0...Renton 0 ...Sewer Availability Provided 0...Renton 0...Seattle Submitted with A r r lication mark bo ❑ .. Civil Plans (Maximum Paper Size ❑ .. Technical Information Report (Storm ❑ .. Bond 0... Insurance swhich arrI 22" x 34") ainage) Easement(s) Proposed Activities (mark boxes that apply): 0 .. Right-of-way Use - Nonprofit for less than 72 urs 0 .. Right-of-way Use - No Disturbance 0 .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way lig 0 .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements 0 .. Traffic Control 0 .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) 0 .. Water Only Meter Size 0 .. Sewer Main Extension ❑ .. Water Main Extension FINANCE INFORMATION Fire Line Size at Property L' ❑ .. Water .. Sewer Monthly Service Billi g to: Name: ❑.. ❑.. ❑.. ❑.. ❑ ... Geotechnical Report 0...Maintenance Agreemliitt(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0... Right -of -w Use - Profit for less than 72 hours 0... Right -o1 ay Use — Potential Disturbance 0./ Work in Flood Zone ❑... Storm Drainage . Abandon Septi ¢; 'ank . Curb Cut / . Pavement Ciat . Looped ire Line WO # WO # WO # Private 0 Private 0 ❑...Grease Interceptor O... Channelization 0...Trench Excavation 0...Utility Undergrounding (2) " WO # (3) " WO # (2) WO # (3) " WO # ❑ .t, educt Water Meter Size Number of Public Fire Hydrant(s) 0 .. Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip 11:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12 docx Revised February 2012 bh Page 3 of 4 PERMITAPPLICATION;NOTES: 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. 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). 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 OWNE 0 HORI D Signature: Print Name: /U I Cf %t P • Mailing Address: (20 G L.J T Date: 3' S —2013 Day Telephone: 42-C— 753-4 t' Clto c�kwlc�- tkDer 1?183 H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh City State Zip Page 4 of 4 SET RECEIPT Copy Reprinted on 05-03-2013 at 15:25:49 05/03/2013 RECEIPT NO: R13-01521 Initials: WER Payment Date: 05/03/2013 User ID: 1655 Total Payment: 4,677.97 Payee: JEAN J. THOMPSON SET ID: 0503 SET NAME: SEATTLE CHOCOLATES SET TRANSACTIONS: Set Member Amount D13-072 D13-073 D13-074 TOTAL: 663.65 753.05 3,261.27 663.65 TRANSACTION LIST: Type Method Description Amount Payment Check 1648 4,677.97 TOTAL: 4,677.97 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES DEDUCT METER INSTALL FEE PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 3,366.35 000.322.100 25.00 000.345.830 1,273.12 640.237.114 13.50 TOTAL: 4,677.97 • �J��I��4 w City of Tukwila �x'�� Department ofCommuni Development �..� ,��:, P t1' P 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 3523049085 Address: 1180 ANDOVER PK W TUKW Suite No: Applicant: SEATTLE CHOCOLATES RECEIPT Permit Number: D13-072 Status: PENDING Applied Date: 03/05/2013 Issue Date: Receipt No.: R13-00957 Payment Amount: $428.45 Initials: WER Payment Date: 03/05/2013 10:37 AM User ID: 1655 Balance: $663.65 Payee: NIEL CAMPBELL TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 06769G ACCOUNT ITEM LIST: Description 428.45 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 428.45 Total: $428.45 Printprl• 03-05-2013 Afrz INSPECTION RECORD Retain a copy with permit INSPECTION NO' . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206)431-3670„ .� Permit Inspection Request Line (206) 431-2451 Project: Se e ei"6- IIit- I1 Type of -Inspection: _ l `1 -P • t :-. •J fir.,, Address: `A ^ J�v �. � �� i II K 0 /'C' Date Called: Special Instructions: Date Wanted:. C"_ /`� `(3 J ��a.m_ p.m. Requester: Ph 2s -7C3-(�6G4. ® Approved per applicable codes. Corrections required prior.to approval. i COMMENTS: Inspeofor: Date: u n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be_ paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. C TY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 5 e iL dvocti / .s Type f -i spe tion: T AA �� ' t6 246. Address: Date all L Special Instructions: Date Ve ante ` r ' aa.m P. Requestpper/:: t Phone No: Approved per applicable codes. Corrections required prior to approval. Z COMMENTS: t t A-A6,0\-ar r L� iln9At L. til e- 5 ; 6/•-1 A 37\• f /� "j.. -e !�� it / !A 1 1, /lam. f) C Lre.) A- A Inspector: Date: fJ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be 1-1 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 4�pog �� 5 II rc,l Type of II✓nspection: T, eo, c_ 4 5, 'Address: Suite #: //?O ahela>er PkW Contact Person: ,itinkl.er's- Occupancy Type: Special Instructions: Phone No.: 4e01 o7) O /0,015" ( Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'Sprinklers: Fire Alarm: -- r r (z.?__ ch. %- 0 K r r i s /y per.,,- oa? c ,,,, 14 / f d' FA' P;nald r7 .- 9/e75 J,to, ,itinkl.er's- Occupancy Type: --- de.,c1; riz_ r,,c4( - 0 K-- a -s !OP r :5. 4e01 o7) O /0,015" ( rDio -E'ti G. 04 , .-a et /-rc9, ) , U Needs Shift Inspection: 'Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector /CMS"ti Date: s"/7//-23 Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 BY G. OHANIAN DATE . 1-30-13 SUBJECT RAdK DEOIdN & EN(fINEERINd do. 412 WEST BROADWAY, SUITE #204 OLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 1 JOB NO.. RD -16527 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: SEATTLE CHOCOLATE CO. 1180 ANDOVER PARK WEST TUKWILA, WA. 98188 PER IBC 2009 EDITION STORAGE RACKS CAPACITY: AS SHOWN ON ELEVATIONS CALCS. 1 THRU 6 DRAWINGS: RD -16527 EXPIRES 12-26-13 REVIEWED FOR CODE COMPLIANCE APPROVED APR 10 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 5 2013 PERMIT CENTER BY G. OHANIAN RACK DEOI(N & EN(4INEERIN(4 CO. DATE 1-30-13 SUBJECT 412 WEST BROADWAY, QUITE #204 dLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 2 JOB NO.. RD -16527 96" 2500 #/ LEVEL TYPE "A" 96" r 96" r 2500 #/ LEVEL TYPE "B" & "F" 1500 #/ LEVEL TYPE "C" TYPE "E" TYPE "D" 44" r f SIDE VIEW 44" 44" 0 14. BEAM x t=0.07" 2 1/2" SIDE VIEW SIDE VIEW 44" IX=1.84 SX=.85 FY - =501(51' 2500 #/ LEVEL+25% IMPACT LOAD 1300 #/ BEAM M= 96"x1 .3 K= 16 "K 8 SR= 30"K= .6<.85 5xWxL3 96 384x1X xE 33 < 180 = .53' BY G. OHANIAN RACK DEOIGN & ENGINEERING CO. DATE. 1-30-13 SUBJECT 412 WEOT BROADWAY, QUITE #204 dLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 3 JOB NO.. RD -16527 SEISMIC DESIGN v= .1032L1 x W IBC 2009, SEC. 2208 Rx 1.4 WORKING STRESS 1=1 R=6 DOWN AISLE (MOM. CONN.) R=4 CROSS AISLE (BRACED) SDS =.93 W=D.L.+ 3 L.L. LOAD PER COLUMN TYPES "A", "B" 8c "F" L.L.= 2 x 3x2.5 K =2.5 K 3 2 COL. W=.1D.� 2.5L.L. 2.6 K v = .93x 1x2.6 _ 29K LONGIT. 6x1.4 • ✓ __ .93x1x2.6 =.43K TRANS. 4x 1 .4 TYPE "C" L.L.= 2 x 3x1.5 K =1.5 K 3 2 coL. W=.1 +1.5=1.6K D.L. L.L. V = .936x1x.1.6 = t8K LONGIT. 6x 1 .4 V = TRANS. .93x1x1.6 = 27K 4x1.4 • Sd$ .93 (USGS MAP) LONGIT. SEISMIC .29 K 10-K 1 8 K TYPE "D" TYPE "E" L.L.= 2 x(3x1K)+(2x1.5K) =2.0K 3 2 cot_ W=.1D.L 2.0 L.L. 2.1 K ✓ _ .93x1 x2.1 = .23 K LONGIT. 6x1.4 ✓ __ .93x 1x2.4 = 35 K LONGIT. 4x1.4 • M = .271(x23" =3"K coy. 2 L.L.= 2 x (2x1 K)+(2x1 .5K) =2 K 3 2 coL. W=. 1D.L 2 L.L. 2.1 K V __ .93x 1x2.1 =..23 K LONGIT. 6x1.4 Mco�. .23Kx30" =7"K 0 BY G. OHANIAN RAciK DEOIGIN & ENdINEERIN( CO. DATE 1-30-13 SUBJECT 412 WIT BROADWAY, �1UITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 4 JOB NO. RD -16527 COLUMN ANALYSIS COLUMN AT "A", "B" & "F" .1 x - 3" - - x t=.o9" 103 Fe= ii xE2 = 27 (rx ) c = VP), /Fe = 1.4 rx �2 F 55 KSI Y — KI _ 522 Ae=.78 ry — 1.1 —47 Fn=Fy(.658 Ac )=23 KSI Xc<1.5 S0=.80 Mn =Se .Fy=43 Pn=Fr, .Ae = 18K rx=1.2 ry=1.1 COMBINED STRESS RATIO 1e=1.2 2 Oc.P S2b.Cmx.M —_7<1 Pex= (2 =23 QC =1.8 Pn Mn,ax ncP — Qb=1.67 ax=1 Pex —'8 Cmx=.85 BASE PLATE ANCH. TENSION = 10—(2.6x3")6 _ 36 K ANCHOR SHEAR = • 23 = .22 K (2)-1/2"vs HILTI KB TZ ANCHORS ESR -1917 OR APPROVED EQUAL. (SPECIAL INSPECTION REQ'D) COLUMN AT "C". "D" & "E" TYPE "E" 1 5/8" . M Fy=55 KSI Ae=.53 Se=.45 rx=1.1 ry=.62 1e=.68 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .27 K (1)-1/2"0 HILTI KB TZ ANCHOR ESR -1917 OR APPROVED EQUAL. (SPECIAL INSPECTION REQ'D) i7 TYPES "C" & "D" 1 5/8" x- 26 K 10"::) 7 3/4"x5"x3/8" BASE PLATE KI _ 48x1.7 _ 74 rx 1.1 KI _ 42 —68 ry .62 — Mn=Se .Fy= 25 Pn=Fr, .Ae = 12K f2c.P f2b.Cmx.M = .85<1 Pn Mn.ax 2 1K 3"x3"x1/8" BASE PLATE BY G. OHANIAN RAdK DEIN & EN(INEERIN(4 do. DATE . 1-30-13 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SUBJECT SHEET N0. 5 JOB NO.. RD -16527 MOMENT AT BEAM CONNECTION TYPES "A","B","E" & "F" 7/16"0 RIVET A=.1 Fy79 KSI Va = .1 x79x.4 = 3 K Ma =3Kx4" =12"K CONN. 2 PIN CONN. MOMENT AT BEAM CONNECTION TYPES "C" & "D" 1/2"0 ROD Va=2.8 Fy =36 KSI F� =14KSI A =.20 Ma = 2.8K x4.5" = 12"K 2 PIN CONNECTOR OVERTURNING MOT = .43 Kx2x 192"x.66 =109 "K MR = 2.6Kx44"=114"K NO UPLIFT LOAD TO DIAGONAL P = .43 Kx2x 58 = 1.1 K 44 Fy =50 KSI A=.31 rX =.48 Q=.74 L= 58" Fa= 10.6 KSI Pa = 3.3 K CHECK WELDS 1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) 3x.125x.707x70x.3 = 5.7 K 9 "K TOP LEVEL LOADING =.18Kx2x192"=69 "K MOT MR=1.3Kx44"=57 "K UPLIFT = 69-57 = 28 K 42" BOTH SIDES TYP. SEC. B -B G. OHANIAN BY RAdK DEO1(N Sc EN(IINEERINd d0. DATE 1-30-13 SUBJECT 412 WET BROADWAY, QUITE #204 LENDALE, CA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 6 JOB NO.. RD -16527 LOAD TO DIAGONAL P = .27Kx2 x54 = .66 K COL. 44 Fy =36 KSI A=.45 Pa = .45x36x.6=10>.66 K CHECK WELDS 1/8" WELD 2" LONG EACH SIDE (4" TOTAL) 4x.125x.707x70x.3 = 7.4 K CHECK SLAB 3600 — 36 °' 1000 518=23" 3.6x144=518 M= (12 )2x1000x 2 x12=1042"# S- 12x662 = 72 1042 = 14 < 1.6 V 2000 =72 72 3600 # 6" CONCRETE SLAB 2000 PSI. CONC. 1000 PSF. SOIL March 20, 2013 Niel Campbell Seattle Chocolates 1180 Andover Pk W Tukwila, WA 98188 Cityof Tukwila • Jim Haggerton, Mayor Department of Community ty Developtitent Jack Pace, Director RE: Correction Letter #1 Development Permit Application Number D13-072 Seattle Chocolates —1180 Andover Pk W Dear Mr. Campbell, 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 Fire Department. At this time the Building Department has no comments. Fire Department: Alan Metzler at 206 971-8718 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) 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, I can be reached at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File No. D13-072 W:IPermit CenterlCorrection Letters12013\D13-072 Correction Letter #l.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: March 11, 2013 Project Name: Seattle Chocolates (Racks) Address: 1180 Andover Park West Permit #: D13-072 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau 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. 1. Place notes on the racking floor plan as agreed to in the meeting that took place at Seattle Chocolates with Chief Tomaso on Jan 7th, 2013. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971-8718. No further comments at this time. •PERMIT COORD COPS PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-072 DATE: 04/02/13_ PROJECT NAME: SEATTLE CHOCOLATES (RACKS) SITE ADDRESS: 1180 ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Public Works ❑ f�M RNC 04 •oti3 Fire Prevention111 Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 04/04/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 05/02/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: • PERRT CO D COY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-072 DATE: 03-05-13 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 DEPAR MENTS: Building ivision Public Works n ia4 oSil, Fire Prevention 5 Planning Division Structural n Permit Coordinator 5 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03-07-13 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04-04-13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 0 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire‘l___ Ping 0 PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1. 2 - 0013 Plan Check/Permit Number: V 1 "> 0 72. O Response to Incomplete Letter # O Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: gyp• -(-1 i 6 CEssoLOLPrtE.S Project Address: I lsot Csi£—g. E.ST ( j Contact Person: /4/ EL. CAvK P3eLL_ Phone Number: Summary of Revision: PLAcab oJor /ZE2 t.(.t �l of G► 51t_. 03S OoJ Qe�l�cnc� �rn oric��n� sUPnVIAtcd' REcElV® CfTV of Tf1KWnA APR 0 2 2013 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all aieas'of revision -including date of revision ' Received at the City of Tukwila Permit Center by: 1 `k Entered in Permits Plus on H:\Applications\Fonns-Applications On Line \2010 Applications \7-2010 - Revision Submittal.doc Created: 8-13-2004 Revised: 7-2010 • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplan Pci.tukwila.wa.us 411 Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 PIanning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING rt'l 5 L Ciffifize c c [please print name] , states as follows: PERMIT NO: D I J if J 011-1 012 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the. State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 1 ., and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Owner/ wner;'Agent* Signedand sworn to before me this 51'f day of NO Residing at Name as commissioned: VVO tlit My commission expires: l(iLl'2'3 n a , 20 )b. dfor the State of Washington \1W'U , County y_l oi t SHEET NUMBER 37'-4 1 /2" ND -re, : FwrnvE 'CDT' 6\103 a» "4c). sroesAca E- Ac -2)04e_. F L-o,vx.s SOLD PUBLISHED OR OTHERWISE USED WITHOUT THE PRIOR cl_ REVIEWED FOR CODE COMPLIANCE APPROVED APR 10 2013 City of ila BUILDING (VISION PROJECT TITLE ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHER WRITTEN CONSENT OF NORTHWEST HANDLING SITE MAP 44X96 44X96 44X96 44X96 44X96 44X96 X96 SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping aiy of Tukwila BUII,I7NG DIVISION FILE COPY Pam* No. DI:39 -1,11— Plan 1Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize v:alation of any adopted code or ordinance. Reeipt of approved Field Copy and conditions Is acknowledged: Bylicofiemg-frAkej4'irla(o Date atY Of'jkwil G'� a 144 BUILDING DIVISION z 0 Eii 11111.11...1..1 PLAN VIEW SHEET DESCRIPTION O oO UJ J cn W Q 0 ce w z w DRAWN BY DRAWING NUMBER REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NDT2: rii ,'lsiliiij will require a new pian submittal may i - :ude additional plan review fees. RECEIVED CITY OF TUKWILA MAR 0 5 2013 D-1 1 3/4" BOTH SIDES TYP. co =4- 2 3/4" t=.07" SEC. A—A S1 R 0 1 SEC. B—B 7/16"o RIVET - ASTM A354-79 (2)-1/2"o ANCHOR BOLTS PER BASE PLATE 3 1/2" EMB., (SEE NOTE NO. 4) (1)-1/2"o ANCHOR BOLT PER BASE PLATE 3 1/2" EMB., (SEE NOTE NO. 4) BRACING DETAIL BEAM CONNECTION BASE PLATE DETAIL 3 BASE PLATE DETAIL 4" CONNECTOR 1/2"o 1 3/4" too ry 1 1/4" t=.07" SEC. A—A CONNECTOt AN 3LE 2 1/2" LOCKING PIN (1000 # CAPACITE) 2000 #/ LEVEL 1.0 2000 #/ LEVEL 11 1000 #/ LEVEL SEC. B—B (1)-1/2"o ANCHOR BOLT PER BASE PLATE 3 1/2" EMB., (SEE NOTE NO. 4) 2000 #/ LEVEL BRACING DETAIL g---ETE-It;1- CONNECTION BASE PLATE DETAIL 8Th 0) TYPE "C" TYPE SIDE VIEW 96" 96" 44" 96" a N REVIEWED FOR CODE COMPLIANCE APPROVED 19117A: 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 2000 #/ LEVEL f F cO N APR 10 2013 City of Tukwila BUILDING DIVISION b13o72. RECEIVED CITY OF TUKWILA 10.1 0 MAR 0 5 2013 2000 #/ LEVEL JERMIT CENTER r 1IP 1000 #/ LEVEL s N c0 1000 #/ LEVEL REV. 4f REVISION RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 9120 3500 #/ LEVEL 3500 #/ LEVEL DRAWN BY: A.KH. TYPE "A" TYPE "B" & "F" SIDE VIEW TYPE "E" SIDE VIEW SEATTLE CHOCOLATE CO 1180 ANDOVER PARK WEST, TUKWILA, WA 98188 JOB NO. SHEET NO. STORAGE RACK DETAILS RD -11729 1 OF 1 EXPIRES 12-26-13 M. i"•. 1 3/4" r, /j O O Ig.,01 1 C////'� , `V , 203 I 0 in s -H-1, o I° DI .r4. _____\ A 1i d. -. � BOTH SIDES TYP " \ $ = I t=0.07 I ) Io °a 4 °d •e ° .°e ° �'e °d° 111 I erre � 0I0 i Q co \ ►. . .• .� . • 4 a/ ,30 4 ' 1 2 iTi3 71• 1T 73-i ,ti J. a 2 3/4" /i; p . o . .. .. ! � 04 -hi SqF 0t=3/8" TMP I J ❑ U 1/8 V TMP IN \\,.,r)�.�. �' i --- V al t=.07" A � ( 1 000 o0k ' SEC. A -A � oAp 80IN 1 5/8" 1 /8 ❑ TYP r iie 3" - ----- -- TYP/ / 1111,111111111 r- ------ ,d X1.5")lik T- _ i= i s - ---- 1 8 / C. � 1 r7 I I L-- I t=.09" -- -- / �� I _ �I __-, SM. `tet .O co l i ; — — I it �-------J r[ra' 6" I - t=1 /8" s; 7 3/4" 3„ i40 (1)-1/2"� 1/4" EMB., ANCHOR BOLT (SEE NOTE PER BASE PLATE NO. 4) `dr `n� c -i_ ,, .`��`� SEC. B -B 7/16"0 RIVET ASTM A354-79 t=3/16"3 (2)-1 /2"0 ANCHOR BOLTS PER BASE PLATE 3 1 /4" EMB., (SEE NOTE N0. 4) BRACING DETAIL CU BEAM CONNECTION (2D BASE PLATE DETAIL E3D BASE PLATE DETAIL Cej ROW SPACER REVIEWED FOR CODE COMPLIANCE APPROVED APR 10 2013 City of Tukwila BUILDING DIVISION @D 4" CONNECTOR 1/2"0 1 3/4" 1 1 I° 1 �_ '� f . < m,�-'� \ _ p TMP 2"� �� �, �� I o b U � � � _� � ! 96 96 44 44 44 Sil • • • • o. ids 1 a • • ' r D' �' , •.. .'.•.. �. .• .. .:' . e \ / 1500 #/ LEVEL 1:0,/ a 2 1 2" . �' t=.07 A CONNECTORlitji ANGLE LOCKING PIN TYP 1 { r { o\ r E o\ "--\S � 1N 1500 #/ LEVEL N N EC. A -A (1000 # CAPACITE) 1/8 / 1 5/8" 411/41#11 TMP 5 t _ _ = 1000 #/ LEVEL = 6 = •N CSP TYP r 1 d- f33 8 rn - --) � 0 M t=.07" O ` A { \ 4 \ r r -� { O N \./1( ---- I I t=1/8" ,� O N Q NI' ---- I \ 3r. 5 %� o , 03 N- o\ _-- SEC. B -B (1)-1/2"o ANCHOR BOLT PER BASE PLATE 3 1/4" EMB., (SEE NOTE NO. 4) �'. '.° �. ... ,;,' '. �'. • ,. -., -. �$ '..°'.•.' .... .. "..'' 1500 #/ LEVEL TYPE "C" TYPE"D" SIDE VIEW 3/16 D ICS BRACING DETAIL (67 BEAM CONNECTION (7J BASE PLATE DETAIL 8 96" 96" 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 IBC 2009 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 (E7OXX ELECTRODES) 4 -ALL ANCHORS HILTI KB TZ ESR -1917 OR APPROVED EQUAL (SPECIAL INSPECTION REQUIRED) 5 -CONCRETE SLAB 6" THICK 2500 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 RECEIVED CITY OF TUKWIL. MAR 0 5 2013 �A c F'FRi1�IT CENTER / / / / / / / ©di, © _ - =r. _ - a _ _ \ 00\ r °0\ ( r, r ,r _ co = 1500 #/ LEVEL td_ ..d.. N., CNI CD N N ' r 1 4 �' r i° In ^ a N = O1 rn \ N N CD N �' / N\/ "' 1500 #/ LEVEL _ / 0ri) 1 04 �� �� ; \_ 1000 #/ LEVEL 1 O \li--2,.....07 a N :No N N N 1000 #/ LEVEL 1 = J r tNo in / �- p l „AI( ONA4'r w °*_t4��Y� C:,), -1-• RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 © M 4 O = 0 = 00` °°,`,� \ \ �ir �r SCALE: NONE DRAWN BY: A.KH. a 2500 #/ LEVEL 2500 #/ LEVEL DATE: 1-30-13 ,0 ` , F 99652 s ',i ,\ cr PROJECT: SEATTLE CHOCOLATE CO. 1 180 ANDOVER PARK WEST, TUKWILA, WA. 98188 TYPE "A" TYPE "B" & "F'" SIDE VIEW TYPE "E" SIDE VIEW 6`� '` STORAGE RACK DETAILS JOB N6 ?7 SHEET N0. EXPIRES 12-26-13