Loading...
HomeMy WebLinkAboutPermit D13-074 - SEATTLE CHOCOLATES - TENANT IMPROVEMENTSEATTLE CHOCOLATES 1180 ANDOVER PK W D13-074 City Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov Parcel No.: 3523049085 Address: 1180 ANDOVER PK W TUKW Suite No: Project Name: SEATTLE CHOCOLATES DEVELOPMENT PERMIT Permit Number: D13-074 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: INSTALL PRE-ENGINEERED EQUIPMENT MEZZANINE IN PRODUCTION AREA. REISSUANCE OF EXPIRED PERMIT D07-022 CONSTRUCTION OF A CUSTOM FABRICATED STEEL EQUIPMENT PLATFORM. Value of Construction: $158,166.00 Fees Collected: $3,261.27 Type of Fire Protection: SPRINXLERS/AFA International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0010 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-074 ' Printed: 05-03-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N Number: 0 Size (Inches): 0 N Start Time: Volumes: Cut 0 c.y. Start Time: Sanitary Side Sewer: Sewer Main Extension: Private: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie N exam with Date: End Time: Fill 0 c.y. End Time: Public: Non -Profit: N Public: ed this permit and know the same to be true and correct. All provisions of law and ordinances 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: L-AleA-- 3/24o I 4,4A1 Date: S— 3-2013 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: The special inspections and verifications for concrete construction shall be required. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. doc: IBC -7/10 D13-074 Printed: 05-03-2013 8: When special inspection is required, eit _ he owner or the registered design professi in responsible charge, shall employ a special inspection agency a otify the Building Official of the appointmen�or to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: 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. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 13: 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. 14: ***FIRE DEPARTMENT CONDITIONS*** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 23: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) doc: IBC -7/10 D13-074 Printed: 05-03-2013 26: Sprinklers shall be installed under fixed WAtructions over 4 feet (1.2 m) wide such as duc decks, open grate flooring, cutting tables, shelves and overhea ors. (NFPA 13-8.6.5.3.3) 27: 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 28: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2328. 29: 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 #2328) 30: 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 #2328) (IFC 104.2) 31: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 32: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 33: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 34: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 36: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 37: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433-0179 of commencement and completion of work at least 24 hours in advance. 38: Prior to Public Works final of this permit, the existing Sensus brand irrigation deduct water meter shall be upgraded to be AMR compatible. The Seattle Chocolates building has an irrigation deduct water meter that is not compatible with the City's automatic meter reading (AMR) system and is required to be updated. Existing meter is a Sensus brand meter and should only require a register change, to be AMR compatible. If you need additional information about this requirement (or) assistance in the field, please contact Mr. Todd Reedy, Public Works Water Department Foreman at (206) 433-1860 or (206) 571-6309 cell. doc: IBC -7/10 D13-074 Printed: 05-03-2013 CITY OF TUK"':A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov ANN Building Pei _ it No. 'DI 0 7 Lf Project No. Date Application Accepted: - ' _ ( 3 Date Application Expires: (3 (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: /(0 106Ve- / I 4) King Co Assessor's Tax No.: CJS Tenant Name: S/ %777 047(001TJs' Suite Number: New Tenant: PROPERTY OWNER Company Name: Name: j-,44/ 7,7"e l it/A an)aLL( .Iu_C-- Address: » 9'ZT D�,_ Al - CState: City: .5.azt'iitfr 6/4 Zip: ?8-‘109 CONTACT PERSON — person receiving all project communication Company Name: Name: /t -z.(2/9)ifll1� t t Address: Address: ‘449.4____74c_4_74....._ RV) �` t`.42.1. ' L4)• City: 1l -46T State: thit Zip: ' Phone:zll s _73 3'.a(v ti Fax: 1 Ts Email: m (ri) s c C O GENERAL CONTRACTOR INFORMATION Company Name: Architect Name: Lit•114 P> e4,,„(7,,,,,,/,AA Address: /D9"- Address: Phone _ <[Q3r4qt Fax: n.,� _ 3.6 5 �t Il ��vUT7, �[O Email: ' at7 iciil�_ kd1,1c�6 . <dm City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications\Forms-Applications On Line\2012 ApplicationsU'ermit Application Revised - 2-7-I2. docx Revised: February 2012 bh Floor: 1. ❑ Yes XL.. No ARCHITECT OF RECORD Company Name: 57 C t //55.-0 c /c JG Architect Name: Lit•114 P> e4,,„(7,,,,,,/,AA Address: /D9"- City: �,r�L State: 4 Zip: ' '/z f Phone _ <[Q3r4qt Fax: n.,� _ 3.6 5 �t Il ��vUT7, �[O Email: ' at7 iciil�_ kd1,1c�6 . <dm ENGINEER OF RECORD Company Name: a1stc, L Sino. . hoc. t Engineer Name: 4 Address: )62 ?7o 14, V lir _ ,z)0,1/4.4 City: t ,4 j State: 0' Zip:53151 Phone 2 4 nq „ j 11,6, Fax: 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 INFORMATI( 206-431-3670 Valuation of Project (contractor's bid price): $ /5 & Existing Building Valuation: $ 7� cod coo Describe the scope of work (please provide detailed information): I yes 11 - etetreved a r YYto/r c. yyv2z h ?yb t? tkot t?M 2tt�2. Will there be new rack storage? ig....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. U3y,AA:rCTsd] moo--`f�`f 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. cutsT.04 -'o g{tCAt Number of Parking Stalls Provided: Standard: "ompact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: A. Sprinklers I,g.k Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Materia! Saf Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications\Forms-Applications On Line\2012 Applications\Permit 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 1st Floor 83/1 �'M. // c \\ — (5) BIS-rif-i 2nd 2 Floor '� BLDL, L1f$ 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. cutsT.04 -'o g{tCAt Number of Parking Stalls Provided: Standard: "ompact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: A. Sprinklers I,g.k Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Materia! Saf Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised. February 2012 bh Page 2 of 4 PERMIT APPLICATION 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 OWNER �UT/`' ED� AGENT: Signature: Print Name: al El, eA1M Mailing Address: 118H Aratiea. Date: 3'6' Z.ol'3 Day Telephone: 426'' 743 "' l !e4 Co City H:\Applications\Forms-Applications On Line\2012 Applications'Permit Application Revised - 2-7-12.docx Revised: February 2012 bh IAM 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 User ID: 1655 Payee: JEAN J. THOMPSON Payment Date: 05/03/2013 Total Payment: 4,677.97 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 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 Permit Inspection Request Line (206)431-2451'` `' Project: //Type / of-iinspection: '` S J i A is t . 5e. l �_ C.�t.,j C_. . Address: ate Called: Special Instructions: Date Wanted: �4 f .,f�a.m. Requester: Pho s r-? 1ptO 6-(0 I /I Approved per applicable codes. COMMENTS: Corrections requiredprior to approval. r Inspector) Date:r' n REINSPECTION FEE REQUIRED. Prior to next inspection fee mustbe paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit pl3-o7 pr3-o? 2. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: i1C Up�lof -1-e Type ofInspection: 5 .5 'Address: Suite #: 110 4h01a>el' ek 1 ' Contact Person: R 4 c K rte._ f / nce ( -0K- A_s a r of) Special Instructions: Phone No.: lJ 571 Approved per applicable codes. Corrections required prior to approval. COMMENTS: T rhc{ / '' D K ez„Z fr€v'us / Perrfnt _00—c° ))l Gv(1h Akrs- - r #;va/Iodei-744-9/01�.l,1 ', ,00t; R 4 c K rte._ f / nce ( -0K- A_s a r of) op ,*(kleAl 10 Ian �C 5 17,roo.e coil, -.1,i /'et 7%c9, Occupancy Type: lJ r Needs Shift Inspection: -Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector f47S" 1 f Date: ,'hh3 Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • PLAN EV�W��R COPY SLIP ACTIVITY NUMBER: D13-074 DATE: 03-05-13 PROJECT NAME: SEATTLE CHOCOLATES SITE ADDRESS:1180 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Buildin Ivision Purb c Works A -w‘ A 3X313 11y\ ►.)t 029•01 t3 Fire Prevention IN Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 03-07-13 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire 0 LETTER OF COMPLETENESS MAILED: Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route tg Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04-04-13 Approved ❑ Approved with Conditions'llt/Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 i CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplanaci.tukwila.wa.us • Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) COUNTY OF KING ) ss. id / 1 L 1 • C/01,54. C ( , states as follows: [please print name] PERMIT NO: D J-01$ l 011-1 rt 2 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 12, 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. Signed and sworn to before me this dayof Li/ ,201L. NO (A, WI Yn•dfor the State of Washington ( Residing at \ V i, I t ' , County -1 Name as commissioned: \<a"` kit ' GAUI4,---eit- My commission expires: le -'20't, z W oo HU7� E1.1,1 CID CO j Q C:1 Cr) C0 ��- OCA..) 2111-1 CI_ Ur LL Cc_ b aQ Ca_ Qa l-i_.i LL1 LL -J. ›br(2 J- t17 <C s LLIRI 0-) Q C,J Z6 CD �•y•� W glo r � 44:1 a r0 z 0 �u 41 `'1 0 0 m W OC FT- 00 LLuu_)., M WOW MMI - N0 U. CnI- `` NM ZOQ vi CC Ca MCIW X cOuF- 4 MZ0 Mo 1- I-... Wm a TM4 11,4 W OZ •� a z L WN0 V) c9NW WCCOmq trLu 004 W m tt'i0 XTWU 01- Wm0Z ZZIcl aDo0 pozcoM t }--Z MUZ W 2 t-+ �`+ L'J H :3-•-1:00LUt444 ZUQ: 1'11 (J 14 H tr t 1 '1••1 � tD w O QUWtdtxW UIEnLWtCict-za)a¢ tr W N 1-y � C7 4 �. ct c, o w z w aW 0Mw0H4 t(nOWW Z 0 1- 1~ Cr o4 Z o 1-1 o� 1 1H- HWO>- IiUCt4Z w4a.no4Q 1ZOZw H¢0 1H-00 Z j M W 0 Oa004 1H -ata -J tZ1-4 H 0 a a 101 --Ca OC 1- o• z >- U W U .1-4Z 1.4 4 CU oD H0O rr aa¢a4¢ t•, HW H 4WZQ14-t-1 1"- In 41(304 N OU4Z m 1 a) I --"N ZYOZU N O Zn ZO 0 nCt < LU MMMa•-101x.) oo MO aUoaV) ' N aX>-C1 QOCw1)ZZ4 -q- r-, (0l' -i ¢MC..14 >-(-N-+ 0-1UV) V)H 0JNNMO-..1 ZW.0 (n aHU LOLL. 0 )E..tZtZaCCcno xU¢ 0a)o WI- C (i11nHNM1-+ .o . a'- 0cnccw.,�• cc I-WHO)N ZZX X0 click.' 0c itn WX¢�Zh- N WI -Z41--' U) 0,:04 .1-.1.4 1.004M0 In I WWHrt 1--,ZW>-4¢ >.. w Q a 4 a 4i , 01 X 4 0 1- Lu I- 0 to cc .. m -. W- Wdn-Ca H ¢W% -+ w Z 4mMx H> -. .w0WWOcc T 0 Z O W Z oW r••1w 401-1 I -aa L. Lu cc I- ccm.. m ZCUGH1-a ctm\I- LnN-,Lu ] U4¢w-t0-..1x criH¢caw� 0 HODWXaMX44X0>X 41-4XZW1-1W00 0 >ZWZO U>-CDa01---.tWOZWZ04 Z 0 War --)Z Z ZHF-Z Zr-104ZaWZaZZ diJJ aQU1QU ¢�LJJ'¢U0'�t..JHcf -W J W.0 MW U' U) W4QZ-1..191- ..U' 1- _.C7 )- .•00 4nZ 1- -...0402 1-04 W40ZZC1ZZ0Z ZW¢¢01W4W-1 ZWW IL.LIH ZZ tiaLUNUJ 4.1HLLibH WW00F-Co¢n4 wWu) a4n ¢1•• Coiu>CUn4XC]4Xn4 (N)E --ccCr - o cc4 3EI-0U) cc cc "ti'Z1--txO� WH1r4n4tt0CCCC CI +QM"X1`'1J,CCL a ICcUJOW�(wn4CCCcc Zwcoo .c114 F- c>F--101 iCaW4CD(.344c)c.)U CCD CD Z CD CD Z a a Cc a azOCtWw ¢ cOH4ww ►03t01 -z x4wwDEWLu Ww 44cDCcCra4actCC WCD4-J¢CtR U0Ca0r-11-aLt2QCCCCaCCCC OF SAID PREMISES AND OTHER PROPERTY "PLOTTED ON MAP" COMMUNICATIONS OF THE BUILDING SETBACKS F- W O W O CC WCC QZ ti . z0 Z01-- CrWm mW O4V'a0 010(001001 W U Ln 0. 1U 1-W411T�c Z ZcCtn1--U 1-Xtu W4Z1--• a ->0m aW -1 OaXCo 0) HH ZZZ0 > 41-1 a 0 H 0>a(D2¢ WwHHZWu.0 Z 071-lUF-C1oWH tOHaWW4Ux4 tr1ti1-Ota 1--.J .0c)00cZLUu2Z� =4041- 4r-Oco 4 1- 0 0 --tw1- 1-cr tticarcOw Wcr L0 cr>- 01- Z--•ajov)w 1- m 0 1- >.-3 1-- ZW 1Z-101¢--h¢J1~-, WWW 01-t44a� Ha..JUa W toacc MUU ©m1I'�CW4 00W = Z> � w� 4. 0 Zn c•Qhz- U. Z W Er` z44Ho 1- Ur -J CO O 0H:o(0L 1- Ca lu lu Z¢=.m 0 mW1-,, JaCC (J)H).01-1 W ZZ( --¢h-1- 2 mg 1-- 00a2(ncn Or,aw 1- H1-•rh-0 W HV)W Cr O 1-.1--Z1-1W4 F-ZJ44 J UUW1".J H0..JZ 4 1-,1-Ham4 ZIH-W¢I-1 Q�0ZCa UUZ1-ip) m WW -14 -JZ 2 ZZ 40 W W M 0 3..6E. I9. ION 0 SA 4 O UNDER ORDER NO. 1175120, I-: Z- W ui F-' C 4L. LWi! 0 O 100 •e; mZ L. 1-, V -- NNd acc�XO...., HQ JO 1- MX RQ z. WO L. OW ZW dz ccz (� ow ooc� O >....1 (4) 1- Z MO-- CIO (1` 0 I ---I 100 ZZ 04W4 1- a1•- 01-, 14000 aI- w1- ,--,se a Z. 4 1-- (11 W 1--W Cj w UZ Wa)U MW ..(0 011-, 42"4tZ 414 - u m 01`(014- �0 (r)O .-:`a LuZW.-1-1 mo 2O 1-0 Z40WIL - M MM �M 01-, 040a ,•,M aCT) JW U 1- WI- CD •I 1- 1-1- 1-1-0UU)Z-••W COU) Z CfWzwHOW as W w3I �zx� WW Z1- 2= V)' ,-i1-= ' cr. w1--WHCbCD0 1 0 **-1 41�vi00040WON MN 0Jozva<4 03._,••tm 0-.11 n' InCu00r-L00 H-_1(0' a'*" 0Z • OD* • 4_ O x N n 1-1 Co W 'r•1 00 0 4I-1DOOZZm to CO 2:1=01 -T -J 3 1X XXC3 (3&)1-- 1-01-1--41-1-Z Ha 41 -4140.(x1 -t I-W40OZ0 004002 D: wz2W0WUZ 20)2 Q�HZLuZLu0Lt3WWWW0 W4Z0401-UU>UUW I- 0UHZWZ z2OZZM aZMOW>WWWWCIWW 2aWW20ZT22Z2T4 1--ccmm1-01-1-1-1-0.1-1-0 0.0-1VO LZ .96 3..6e . Lfr. IOfiN 61 GRAPHIC SCALE Cl. EXCEPTIONS PER SAID 2 0 0 1- 1 a (0 ix cr ctrl 0 ( U W0 5 UOc1--a HOa U) � wo>- CO (.:1,x0..2 H W0~CC p� a ((Ll i Lu 4zR c)Z .R 1: O0U Q 0 �'Oc� (J)Ja W 0.t a C� 0 CC 4 O CO 04 0-00CC H44 _14 1-- 1._. 4 z 1-, 0 0 O -L) 0.0 F- Q U 4 cuMa4 0 00124(--, Nm"-, ZYOXU NNO ¢c)oaW 0)o U] H (-4.4 C+ X -J Z Z a (i 0 4H O00CWO0 }W ctr--ZCtiIJMN oo¢> _. W0>'0 awtrct T.DZHj0 ¢w t--a¢>LtCt..Om 0000.00•-.IOZ� 41-1�Z(nt~+w�[O zz0 (o¢1-Tz W-0 1--00 4010 W[L10OF- WacI0 "--X1-44t-40 44 (} Wz-.1•-.t 4¢00 ��1LII0) (HHQMWoU C0(00Qa44¢00 A M -O-11 Q . 07V0 .06 'SSE M -O-1 S c3 OA '1LVS3 ?i?J d'fl ,LZ (. 69.969) 3..6E , I9. ION 0l; L y.o� �v�i1� o� '1011S3 "d?I'd'fl ,LZ S6 4r4erAgr___ -arAllr-AW 74r4111.1111 Pr mnrAmmiinsi►.Ammiu'��.Alfa..'►i1�IlI.►iwAormIJ1111.IA11.1rgO1I�►e�i.:"'^"+! arAftli ZirAdredir AarAr difirAM-rdr ,, .�r.�►.�►.�►ir.�r.�r.�__�..�►.ir.�►.�►.rr.�►.rr►.rr%..�i.�i►.,�r.�%�irwi�..rwr..�.r.,rrr�iri.,rr..r►� 4-**1-jr r.,pro©�..r►irrr..r►.rr..rrr.r..�.r,,r.�..rrr..rrr.,�. - ..y 3N00. o Q1 MP /4. / • . 9 '99 Z JU. . • ? . - YIVM• • v • -a • • •o �dkYtgd ' -. o d4Vt! • 1 1 bg- 0 CD co • 0 1- W m m 0 Orn • W W 4 Lu © 00. a N H Sc0 OD 11 Of 0.1--, 0¢0 a 4 -1 .9.dou oCc (01 1) 00) 1••- W m 4L M Lu M01 0 C:) 401 Z Co a CaQ • -G a) 0-1 m>.wtx W0.11.1 to li 44 2 t0ail W 1-1- W Cc Q 4 4 W 2 zZoco z c4iwcv 4 00.(0(0 II 4.0 ..Z 0.!1 01- coW u_tW U) ...J a C)_ -, a -., 0 u) Cl) (-p 1- 0 W CC c. 0 a • I9E BUILDING HEIGHT = 26.7'± 1- (J JZ Mao a4 -J 5 T o1 Cu .L'90 ti oX 4.11- 1-1--, c/11---- M 7 0 -4 CO 14-I a a 1 " t-, 1-4-, 0 I--1 1Z 01•- '"" 1- WSW W w Z O�L41. Z w w w0a 'EI, -.4 U WO O W Z LL. a co to¢ 00(02"' (-1 x-'' H laj ot--1X0 0 UWU(U f- -..1 -- `J. 0 d >- > H1->Za U 4 u) Lu a XIO-- Z 000W4Z 1`t U.-.100 Qt:3 0MZ 1-. 0 a 1-- { , z> am wHti J(n -,1 :•J Q w J ' 1 t --,X Z...10,-1 >• Yt 4J,-10.14. � mOZO 10•-k a O WZ'�CC 001 m01-1 l-¢ 4 4 1- H cs U 1-- 4 FIF-CD 0 OHT HZ4ZI- >>a(1)O 00(0 2%20. 1 x+01-4 O z 0 z Lu 21-..14014 CCF -i 00 IL Wm0n044. NObdV 'M'0 SS3O3V J ¢ • 4 U ca.z cDmH N Zcc N4-1 In GERERAL BUILDING SETBACK REQUIREMENTS PER ZONING TUC, ARE AS FOLLOWS: <-, CZ) CZ) 1 - 11 0 LL.LLI Q, • 1• . G ' 85 (0 //!//U//lUU////1/U/1//I/!//Q/U/!NU/!////U//l/1/!///U/U/!///!//GI CU 0 i 3AV -1/216,yd oN 8E00 ON00 SEPARATE PERMIT REQUIRED FOR: iimebrianicis creectriclu P umb f Leas Pi.�p''loo City of Tukwila BUILDING DIVISION (. 615 ' 90.9) 3.. 6E . I9. 1 ON NOddd •M•0 V- 1 •a 1-_ • y_ • flVM 1361 - :, .. • )fVM .E•69 / / / / / acj 31 0'98 dnI/iiIhrelli!///U /AY !/AVM, /I //aialolpi�d.��ae(/ .6'62 e 0 >11VM30IS .9 REVISIONS No changes shalt bemade to the scope of work without prior approval of Tukwila Building Division. NOT`: Flov cions will require a new plan submittal and may irl:;ude additional plan review f: . M -0-d SS300V z 1 0 5 I M -a,09 "PRIVATE ROAD" 0 tr) a, 37v3 . tr9.9tr9 . 6E ' OaE I 3..6E . TS. 1 ON .. O31 Var030 8L1/13 0N00 1- J 1S3 4)! IVd d3AO Nb E x4� 0*. 7 S8 Mci 2 4 �w ZZ.MM ow01 01-10 (0 1..) � l-toW I WWMN H O O M XMIXM COCIU CWUCIa 4 a 4 0 0 •. aI-W11 W I0 0) mzwm 0H0.a McrWCI 00Wa (x0 tia Z 0 421-(0 ZI--WW CI0aM•,14-1X 1-ca4W U Co CC zH¢O �a>2 cn txI-LUt--' ZJOW NOtldr M'0 v'9 11100°- S3300d 1 Psrmlt No. 00 tt'tdew approwd is subject omissions.ens and a �. - -t :' of construction documerds does not auttaize .gin of any code or advance. Recekt of Ldroved Fid Copy and condlions* REVIEWED FOR CODE COMPLI CE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION 11014•CO 44; aty Ofllsk rila Wqtt V h vi< 4C uis 84' ›' wog 0 .01 0 14 ti LWit a CU M 41D w CO DWN. SY D.A.H. CHKD. BY K.B.G. V � - 5 Is 53 0..•200% W ‘00 515 ct Z1; Exam VV� ilrt� cLC1�'civ N � � ZZ -r r-00 WW 4 ++... Weft] W WW>- MI--- g LL >- >. v m 1- (D n X 0 1..- > 4 ... 1--i20<i2 0 -.1 Z1 -C 0141 -W> - W H J¢41J1-•1 U00 0004 >Zcc-‹x2 X � / -„1 •0.1--tn0n 014 -0J0 aaW ¢ 0`mow H ) MMU -.4 )-0)0)(0 00:00)2: 4. 0(3 >- 1--4Z 1Lu0ZMHO-JH (0100. Mr --4Z (nOWZ 1-- -J'( 1.4 :0C.)CIO. a: H a 004H)-t-Ct1-O cc (m 1-1- < Um 40cCC Z Z1 -414.a0 w <itx 04CD C> .1 ZW-.10 w w1tiLTW Zm 4 -�O `Z 01ZacoJHT1-. <i CI DC t (00: 01 "J O cataaZ-JT00>- 001-041--2H0 4 aWZ 01012 I-H¢1--H0aX OZ 0001-U)U 4 1-- a 1-T 004 1.,....1 `i0._ 1-,Za4 WZ..J W>- \ Ha3-waW422410 0.22101- t21•-•40.0.01 0-14 22010 WO 0.04401 --.JH>- U¢ 00T 1--0 H >44.Z 41- co 4H1-.2ZWOZa0W1••• CiZ 1 O-!¢(L00t-,W4Wc7 CJ4 � 0.2: 0) w(r)4 CtHU) 10')2 MM- 42004 ¢01•- Z 000Z>.. 0 04¢WZ0ZW mH1-HTtn --JZ Z..<CH4O OU WW1•--14ZZ41--.J0-..100011- Z W r --.10.Z -10101. a JH<C41-11Q° 2 U■■ C7-1H2H>-4aH 2NWZaas0 �Lt)-02U) I -)W .i Z X 0 -a to z I-- 0:0.2:2:0) MI -4 01-144 (13>-1.t 1-11.1.11-H anWW 40 > nmW Z-4 a 40 --4TH 1•-10= ZT-a 0.2>-41-WW(WH4>-4 2>0 cn-.-I►-aZ0za�0)0 (1-0.I--0 .Z MO Occ0 0....10.XaW0 0. -4 cr aa0lna1•- a JW 2WZM cnH>• Uzowa>-a. .qm H0CI Htnet Z10001•-1-t!)Hw m4z I- worms .w1�- -'c ¢a 4w-10.Cc44-.4200 attH0.0 ) 0214 1•-•W>- (/� n .ZZUUwZ4WwDCD 0(00cD u). -(001 .D-Jc.)... W'ir!I-1=..0-41--4to2F-2:>..- 4¢n?'I-THCCon. �-a unido .4 '-4OJ¢4CD mZ1- 0) J1 -m H4 -4ZCDCt Z CC WF-4ZW oZ>-1-014mu)''-1(01-0 ....j-J¢NWWO 4 sect 0)atr04WtIU 100 002 0 Z -...11 --IW Ucnocc a>-02¢W�a QW0t--0.0 1",....> F~tit-NWa ZW1- W WW¢m 1- 2 Z0. '".... 0Z00H41-•2mt.f) 4 W-. 0)>U)HN-,QZ41- .T'0. r- Ua0 1--1•-,U)1•- 1 ZWZ0QJ1--0W( W(0a al --JW 04 W 4 1-0400101<140 00221-24-i Q2>-TWUWZLH0. XX W4WWWal-- a 2Ct1- 00¢1-Z020(n1-- (01-1-(22Z1-10 0.02 0 l -UX 1-011-• UWXO 021--, 1-4(3001--aW40 0 C, WW1-- U 01040.040. -1U 1- (0040.ZF- u)1-„JCrw ZV)RCt1-cc4C.WNdHZv)W Wooaa>--Zmt-oW01-0WWW NnaZaZW '-«- Z1--oWa01-1-•X.,LL,tr2W2oa 2a�cn(2 4-0(101-1--t2T'c.iW 4CC41Ut--CCF-UT • OCCI--1 1-.4-.1-. 0Cn(1-4Ct1-Z U)44 Ct2O1- MO -t-014 1•--0 4 ---.1 0.2 x1-01 0_)0. ,nn> -4 o>- UaZ 4 (10 1'- taj 0 >- O 4 0 X 0 01 1- U) 4Z 1- 0 0 0 0.) 10.. 10 W a-ar--C= _141_ Luc--ZT 00Ua0ro-.jZ1---H H o - ::i1--4.';0. 'r1 -•Z o H W-..Jzu_Wto 4mW -i1-4 (2 Z.. +~u) 41_10440 oUrZt-,M4 >-414 001011-.003.->.-404) 40wO-.1`(.<H0mW ❑3 .J ....Z 0 -i. CC 2 C.) 1•- 1 O -r in tri .) : ,-- 4 -._t %-( O -^. L4---. 0 C1 (J F` Cr Ct a W 4 4 (1) ,-- 1.... Q -Y (1 '1. ` '-.. 1- ', W 4( 1-- CtHUZa 0 L (rWtuz 2:20 (-) 17 0C.)I_(th-1Z WI-- t ---(-)X41 4 4. 0 U! W W .17) -., 4-, 4, �. " 41 4, -i ¢ C) 1-. C" ) Z >-OWa 1--01 00'--.0.424.407),:-. )(1 X4X W 01 -44x> -0Z1-441- 4011--1411--4-. 041 1022 001--i041--W 1-,a440Z m Q 2 - 0MMZv)1-. >0-1-1 Wa19O I- 1- 4awaa14 Zut-.4 4Ww4TZec QQaaxmZo2 0.w 01- 2x0)1 -1-040x12 ' (0o U) a 1-4T¢1•-t.UXU) 4Z1 -1-Z 22Z1 -<z1-•2 0Z>) -1-O (1U►•-, tta v)Q0 1-,0H1-11-, H040 ZWZ20 a JZLCOCn(01-400 WO 4•.0..0.Z0 -a>Waa W02 H0CZ01ZZ--1X-DCC-JCnw'-0 >-1 )U CC DE n> -441-W 44 TOOHHHa1` 4LUh4LU `-1'-HNM2CSOW¢ ZZWO 21-1-.0>1--1--00¢T0(h002 OWMCOCt1•->-f\ ac-. Z1- CJWHUUH 1--CI71-1JW (3(0(0" HJW cif --IW 1-O 400)1-2O 2Q40o(CCt,00a> 1 0 1-4 ¢ X ec t- Z 4 t4i Z Z 4 M z cc o cc i,� oW m Z 1-40 >- a 1-0-.t Mal-MI---ma¢4t-O<X404....J4ZW1•-0---Ccmm RECEIVED CITY OF TUKWILA. ZX 2: : MAR 0 5 2013 0 z PERMIT CENTER �WM w� RECEIVE MAR 07 2013 PUBLIC WORKS a. i -iv .96'69E lid -0-d PLS#15025 0 Lu cc 13%0724 144 cu 1 CC OM -101 Z CD MONUMENT AS NOTED uW aU 44 11.1 Lu "t Lit Ca aZ Wa aW 1-1 Ur Cc cc 0 WU 5; Li Jo. qZ::ci I: -C c cri Luc; - ":11 >,ct. • er Z Z Er h-1 03 Ll CL Cc 1-1 CO ti CC 1-4 CD Z STAIRS AND LANDING PARCEL NUMBER IX 3 eD CO Z C7-ul L 'Luc cti t -IL -92:3 4-- 1 I I:I t JC:C1-021-:-1 1 41 9 9 MEZZANINE COLUMN w/ BASEPLATE —SEE PLAN PLAN FOR SIZES (8) MZ GUS 2 COLUMN TUBE 3/16 COLUMN BASE PLATE (4) 1 114'4 HOLES FOR 10 x12' ANCHORS DETAIL A TYPICAL BASE PLATE DETAIL AT FOOTINGS MIN. ANCHOR INSTALLATION TORQUE., 300 FT—LBS NOTE: AT COLUMNS WITHOUT FOOTINGS 1/2'0x5 1/2" ANCHOR INSTALLATION TORQUE = 55k—ft • 57"x57 X15' (3000 PSI CONCRETE) R •.. 0 t I . FOOTING DETAIL FOOTINGS BY OTHERS N 4 AI/ (8) 14 0 7 1/4"oc EACH WAY (60 KSI) 0 EDGE is 1 -03 E EDGE 57'-0' 21'-7' 19'-1" 16'-4" 205 6094-3 0 L.3 10" [13 - GO 4 1_ .T 8 jj;: 1 nI J c—� BRIDGING AT 6'oc UNDER DOUBLE STRINGERS,, 17-8" 9 6094-3 N. 10 6094-3 b BRIDGING 131 0 DOOR TO BE REMOVED (B.0.): !▪ � 10 8 f0 C-3 f 1 * r --T" f-4" * 1 �w 11•14,wre111110111•1111111.= 1 11 L____LJ� BO * 1 17'-11" 1 E— I Bp 1-- q1.71: EDGE\ LH. r 0 10" TRANSITION TO ACCOMMODATE 4" HEIGHT DIFFERENTIAL BETWEEN NEW AND EXISTING MEZZANINES IS BY OTHERS • 17-11" 2S-211® C-1 L] I _J r L7 CJ 9' R IT BRIDGING AT 6'oc ZUNDER DOUBLE STRINGERS t [Li 1 1 L _1_ _ J — — J E ; OFFICE HEIGHT AND i 1 WALLS TO BE MODIFIED i OR REMOVED BY OTHERS 13'-53" e 202 6094-3 R EDGE CORNER COL R EDGE \ \ \ EDGE EDGE OF FIRST COL R O▪ f I 4r) 74) FRAMING PLAN !r TS8/4 COLUMN W/ %4x8x1x15x15 BASE PLATE �--� r.`;`,,,(.1"`"PETAL A cc! 0.1 co n EQUIPMENT PLATFORM SPECIFICATIONS 1. THE SYSTEM IS DESIGNED FOR A 125 PSF LIVE LOAD AND A 32 PSF DEAD LOAD AND MEETS UBC OR IBC BUILDING CODES. ALL. DESIGNS, DRAWINGS, AND CALCULATIONS ARE PREPARED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE MANUFACTURER. IT IS THE RESPONSIBILITY OF THE CUSTOMER TO INFORM CUBIC DESIGNS OF SPECIAL DESIGN REQUIREMENTS DUE TO LOCAL BURRING/SAFE1Y CODES. 2. SUPPORT COLUMNS ARE TS 6" x 6" x 3/16" STRUCTURAL STEEL TUBING MEETING ASTM A500 GRADE B, 46 KSI YIELD REQUIREMENTS AND ARE DESIGNED PER AISC STEEL CODES. COLUMNS ARE ANCHORED TO THE SLAB WITH (4) 1/2" DIAML I u WEDGE MC1IORS VIA 3/4x122 x12' BASE PLATES (U.N.O.). THE SLAB'S ABIU1Y TO SUPPORT THE VERTICAL AND OVERTURNING LOADS FROM THE SUPPORT COLUMNS IS NOT THE Is SPONSIEMt1Y OF CUBIC DESIGNS. 3. FRAMING MEMBERS ARE 14 GAUGE OR HEAVIER COLD FORMED "C" CHANNFI S MEETING ASTM A572 GRADE E, 50 KSI YIELD REQUIREMENTS AND ARE DESIGNED PER AISI STEEL CODES. FRAMING MEMBERS ARE CONNECTED TO THE COLUMNS WITH 7/8' DIAMETER GRADE 5 BOLTS, 4. DECK MATERIAL IS: 1 1/2", 20 GAUGE WHITE ROOF DECK MEETING ASTM A611 GRADE C REQUIREMENTS WITH A FINAL FLOOR COVERING OF 2" UGHTWOGHT CONCRETE (BY OTHERS). 5. STAIRS (KNOCKED DOWN) HAVE SOLID CHECKERED PLATE TREADS AND CLOSED RISERS. STAIR RAILS (42"HIGH) AND PERIMETER RAILS CONSIST OF SQUARE TUBING AND ARE DESIGNED TO MEET STRENGTH, SIZE, AND OPENING REQUIREMENTS OF APPLICABLE CODES. PERIMETER RAILS ARE (3) LEVEL. 6. INSTALLATION OF ALL COMPONENTS SHALL BE IN ACCORDANCE WITH INSTALLATION DRAWINGS AND MANUALS SUPPUED BY CUBIC DESIGNS. 7. ALL SUPPORT MATERIALS SHALL BE SHOP COATED WITH ONE COAT OF NAW BLUE PAINT. ALL STAIR RAILS AND PERIMLIER RAILS SHALL BE SHOP COATED WITH ONE COAT OF SPECIFY,, PAINT. REVIEWED FOR CODECOMPU�NCE APPROVE APR 0 3 2013 City of Tukwila BUILDING DIVISION COLUMNS AT FOOTINGS TO BE RECESSED 3" BELOW SLAB RECEIVED CITY OF TUKWILA MAR 0 5 2013 PERMIT CENTER 151 .44 ‘1CFI- ., I- 30-09 • INDICATES JOIST DIRECTION r � r ALTERNATE DIRECTION OF JOISTS WHEREVER POSSIBLE IF NOT SPECIFIED ON FRAMING PLAN rUGMWEIC,HT—i ! CONCRETE 1 BY OTHERS I • N TYPICAL ELEVATION B 1-9 REVISED DO A 12-28 FOR APPROVAL DO REV. DATE DESCRIPTION BY Cubic Designs Inc. 16770 WEST VICTOR ROAD NEW BERLIN, WI 53151 262-789-1966 800-826-7061 FAX: 262-789-1970 CUSTOMER SEATTLE CHOCOLATES LOCATION TUKWILA, WA DISTRIBUTOR DACO SCALE 3/16"=1' DATE 12-15-06 DRAWN BY DO CHECKED BY MR D 13••07y DRAWING NUMBER 6094-1 0 O N i� c, i0 N s 57'-0" 7'-3' 3._24" s-24* 7'-3" 7'-3' 7'-2" "c1 A OC 1 7'-2" 7'-3" 6'-11' 21'-4' 7'-3" 8'-2' 7'-4" Fs - FIELD CUT ROOF DECK AND KICKPLATE AS REQ'D TO MAINTAIN 4" GAP TO OBSTRUCTIONS L 19b -4 /i/i/ 27/Azz /////1/ / EXISTING T.O.D.=144 FRAMING BELOW — CANTILEVER DECK TO WITHIN 4' OF EXISTING MFEANINE NOTE 4" HEIGHT DIFFERENTIAL FROM EXISTING MEZZANINE TO NEW MEZZANINE 7'-2" 6— / Cy) N W to 6 1 � DECK PLAN _ M h W to 6 1r, 7 1/2'x2 1/2'x 12ga KICKPLATE -CONCRETE ROOF DECK TEK 5's 6' CTRS SECTION S -S SECTION T -T 3 1/2'x2 1/2"x 12go CLOSURE •CONC ROOF DECK TEK 5's 6' CTRS SECTION Q -Q WALL 0 SECTION T—T ONLY j� (3q) 7'1 RECEIVED CITY OF TUKWI MAR 0 5 2013 PERMIT CENTEh REVIEWED FOR CODE COMPLIANCE APPROVEb APR 0 3 2013 City of Tukwila BUILDING DIVISION LA /' v !.*". :ur 1 B 1-9 REVISED DO A 12-28 FOR APPROVAL 0O REV. DATE DESCRIPTION Cubic Designs Inc. 16770 WEST VICTOR ROAD NEW BERLIN. WI 53151 262-789-1966 800-826-7061 FAX: 262-789-1970 BY CUSTOMER SEATTLE CHOCOLATES LOCATION SEATTLE, WA DISTRIBUTOR DACO SCALE 3/16"=1' DATE 12-15-06 DRAWN BY DO CHECKED BY MR DRAWING NUMBER 6094-2 COLUMN & CENTER COLUMN BASE Column Tube: TS 6"x6"x3/16" With 1/2"0x5 1/2"Lg. Wedge Anchor Column Tube: Column Tube: TS 8"x8"x1/4" With 1"0x12"Lg Wedge Anchor. COLUMN & PLATE (4) 0 HOLES a CENTERED BASE PLATE tt M1 C1 D1 3/4" 12' 1' 10" 3/4' 18' 1 1/2' 15' 3/4" 15' 1 1/2' 12" CORNER COLUMN 1 /4"H.S.x 15" Plote -. Framing w/ mitered end DETAIL 202 INTERIOR COLUMN 3/4"0 Grade 5 DETAIL Bolt & Nut (Typ) 1 /4"H.S.x 1 5" Plates Framing w/ mitered end <Typ. mr- 6094-3 / 3/4"0 Grade 5 Bolt & Nut (Typ) 1 /4" 1/4' Cop Plate L PERIMETER COLUMN 1 /4"H.S.x 15 Plate Framing w/ mitered end 6"x6"x3/16" Column D ETAI L 1/4" 3/41Grade 5 Bolt & Nut (Typ) 1/4" Gusset /4"V 1/4" Cop Plote 8"x8"x 1 /4" Column BRIDGING Joists (Typ) 3/4"x\ 16ga Bridging t Lop as shown or field cut and butt ends. 1 /4"H.S.x 15" Plate 1/4" Gusset 1/4" Cap Plate 8"x8"x 1 /4"1 Column ''/4» 12-14 x 3/4" Tek 3 (Typ) Attach Bridging row to bottom of Joists of 42" to 60" centers as shown on framing plan. (Space equally) HANGER — OPEN SIDE OF STRINGER 5" 01 -- 3" 1/8' ►l 1/2' 1/8" FRAMING PROPERTIES -- JOISTS & STRINGERS 50 KSI.Yield (Typ. unless * 53 KSI ** 55 KSI noted) SIZE D (in) W (in) t (in) L (in) Wt (#/') Ix(in"4) Mx (in-#) ** 15CD11F 15" 3' 11ga 1 3/8' 9.43 78.514 328.580 15C007F 15' 3' 7ga 1 1/2' 14.10 120.075 486,759 15C004F 15' 3" 1/4' 1 9/16" 19.61 163.178 805,278 1 1 HANGER — CLOSED SIDE OF STRINGER 3" 1 2" 15" T Note: Continuous welds if framing is 6" or 9" deep. (2) welds at 1 1/2" per side if framing is 11 " deep. -1YP lYP 3 1/16" 12ga Hanger welded to Open side of Stringer 1/8" Note: (3) welds at 1" per side if framing is 6", 9", or 11" deep. TYP 3 1/16' 1 12go Hanger welded to Solid side of Stringer ROOF DECK 2 1/2'1 r-1 1/23 l 6" 36" COVERAGE SECTION PROPERTIES: (Per Ft. of Width) CGoge Design Thickness' Mt. T 8 Weigt_pef I In.' Sp In' Sn In a Ptd. Goh.% 20 .0358 2.05 2.15 .208 .244 .258 18 .0474 2.70 2.80 .303 .335 .349 INSTALLATION: Layout roof deck panels per deck plan on drawing. Note location on drawing of deck installation start point. Lay panels down with mole edge along starting border and female edge to open area. With panel #1 (Below) in place, lay down panel #2. then #3 so that both female edges from panels #1 & #2 are under the male edges of adjacent panels - now the tap can be adjusted per the section below so that 6' increments between deck rib centerlines are held. Hold this 6" increment through out entire deck plan so plywood panels don't require cutting within the interior area. Female Edge f Male Edge 1 110. DETAIL N t STAIR 1»x 1"x 14 GA. TUBING (OUTER RAIL) 1 1/2" x 1 1/2" x 14 GA. TUBING (OUTER RAIL) 1 1/2" x 1 1/2" x 14 GA. TUBING (INNER RAIL) 1 1/2" x 1 1/2" x 11 GA. TUBING 12' II r • C4 1/8" 3"x 3"x 1/4" Angle (nP) TYP if 8 Anchor base of stair with (2) 1/2"0 Wedge -Bolt or expansion anchors into slab. 3/16" Position mitered corner of stair channel flush with top of mezzanine deck. Drill 9/16"0 holes through stair angles into mezzanine framing and fasten with (4) 1/2"0 bolts (Gr. 5) and whiz nuts. 3 SIDES Section Through Center of Stair Use (4) 3/8"ta bolts per tread to install each tread to stair stringer. Railing Upright: 2"x 2 x 11 ga if side mount railing 2"x 2"x 12ga if top mount railing Gate Panels 2"x 14 go STAIR PLAN SWING GATE Typ. DESIGN Ir'FORMATION: 1. Roof deck section properties calculated in accordance with the AISI "Specification for the Design of Cold -Formed Steel Structural Members . 2. Roof deck loads computed in accordance with the following SDI bending moment and deflection formulas: Simple & Two Spon M -w12/8 Threw Span or More 14—w12/10 Simp1c Spon A-A13w14/8 Two Span d-.0054w14/E1 Threw Span or More b. ..0069w1 El 3. Loads are governed by o live loud deflection not in excess of L/240 and by an allowable flexural stress limit of 20.000 psi for a 33.000 psi minimum yield. 4. Span lengths are considered center -to - center spacing of supports. 5. Where heavy construction loads or other unusual concentrated loads are anticipated during the lifetime of the deck. the specified live load must be increased., to offset the effects of the abnormal concentrated loading. 6. The steel roof deck conforms to ASTM 1611 with a minimum yield strength = 33.000psi. —, 2 +� 5 3 Start Point Position deck panel ends so that all end -end laps are supported by a framing joist from below. Once deck panels are laid out with (1) kickplate leg ander the deck. use 12-14 x 3/4" Tek 3's to fasten deck to framing. Use 12-24 x 1 1/4" Tek 5's along perimeter when fastening through deck, kickptltte and framing. Use 12-24 x 1 1/4" Tek 5's when fastening through intersection of four roof deck panels. When joists ore spaced 30" or Tess (A) apart, place fasteners in every other valley and stagger pattern (see left pattern). When joists are spaced 30" to 42' (B) apart, place fasteners in 2 out of 3 valleys and stagger pottem (see middle pottem). When joists are spaced 42" or more (C) apart, place fasteners in every valley (see right pattern). Shear capacity of 12-14 x 3/4" Tek 3 = 1358#/fast.-diaphragm cop. OK by inspection. Pullout capacity of 12-14 x 3/4" Tek 3 = 551#/fast. -minimum uplift -OK by inspection. Volleys $ M r M M M M 1 r 1 M 1 M N M r r M M M 1 M r ► r r r r M A r M M FB sI C l Y Joist Centerlines 2 1/2"x 6 1/2" Kickplate Joist 12-14 x 3/4" Tek 3 Stringer 12-24 x 1 1/4" Tek 5 D ETAI L 46a Stop 6094-3 Spring loaded gate closer Brace 1/4"x1 1/2" flat 1 1/2"x1 1/2"x14 ga. rail Gate Base (7 ga) Install (2) end rail upright assemblies per installation details — see deck plan blue print for tube centerline locations. Bolt gate base to deck and framing -- (3) 3/8"0x3 1/2" flathead bolts through top and (3) 3/8"0x1" hex head bolts through front of base. If deck surface is bar grating use 12 ga.x2" plates under grating as washers for the flathead bolts. Drill (4) 7/16"0 holes in each end rail upright to match holes in gate hinges. Field drill holes in end rail uprights and through deck to install gate braces. Install spring loaded gate closer via Tek 3's at both ends and adjust tension for proper closing force. * Rail uprights shown are top mount, railings may be side mount type. Rail continuous across upright. Teks thru upright top plate into rail. 1 1/2"x 1 1/2" x 14ga H.S. Tube SIDE MOUNTED RAIL DETAIL 3+ Insert plastic cap into each Upright top 2"x 2"x 14go H.S. Tube 42" 2"x 1 1 go H.S. Upright Kickplate Framing Interior Upright Assembly with Rail Upright Channel 2"x 2"x 11 go Corner Post "1 (drop into 2 1/4"x 2 1/4" x 12go sleeve welded to column top) Blind Nut Rail i Bracket I (2) Sides & Bottom (Inside) Bottom wall of tube notched for roil bracket It� 1 DETAIL ( 11 1/4" (TYP) 1/8 Deck End Upright. Upr. Sleeve & Deep Leg and Rail Upright Channel 2"x 2"x 1190 H.S. Tube 4 Kickplate 1 1/ Attach Rail Upright Deep Leg to framing. Fasten Rail Upright Channel to bottom of framing to secure Rail Upright. Drop Rail Horizontals (notches down) onto Rail Brackets. Bolt thru Bracket, Rail Horizontal and Blind Nut within tube. Deck 11 go H.S. x 6" Wide Rail Upright Deep Leg Framing (2)12-14 x Tek 3 11 ga H.S. Rail Upright Channel SECTION b 0g7 RECEIVED CITY OF TUKWILA MAR 0 5 2013 PERMIT CENTER •1:0es .r; ON•.u� .tis �z; tam ! exPtA 1-3D-09 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION A 1-9 FOR PERMITS DO EV NO DATE DESCRIPTION 13Y Cubic Designs Inc. 16770 WEST VICTOR ROAD NEW BERLIN, WI 53151 262-789-1966 800-826-7061 FAX: 262-789-1970 CUSTOMER SEATTLE CHOCOLATES LOCATION SEATTLE, WA DISTRIBUTOR DACO SCALE DATE 12-15-06 DRAWN BY DO CHECKED BY MR DRAWING NUMBER 6094-3 a d°cI n s e)UP N 1 '4 1 STAIR 1 II 1 1 Railing Upright: 2"x 2 x 11 ga if side mount railing 2"x 2"x 12ga if top mount railing Gate Panels 2"x 14 go STAIR PLAN SWING GATE Typ. DESIGN Ir'FORMATION: 1. Roof deck section properties calculated in accordance with the AISI "Specification for the Design of Cold -Formed Steel Structural Members . 2. Roof deck loads computed in accordance with the following SDI bending moment and deflection formulas: Simple & Two Spon M -w12/8 Threw Span or More 14—w12/10 Simp1c Spon A-A13w14/8 Two Span d-.0054w14/E1 Threw Span or More b. ..0069w1 El 3. Loads are governed by o live loud deflection not in excess of L/240 and by an allowable flexural stress limit of 20.000 psi for a 33.000 psi minimum yield. 4. Span lengths are considered center -to - center spacing of supports. 5. Where heavy construction loads or other unusual concentrated loads are anticipated during the lifetime of the deck. the specified live load must be increased., to offset the effects of the abnormal concentrated loading. 6. The steel roof deck conforms to ASTM 1611 with a minimum yield strength = 33.000psi. —, 2 +� 5 3 Start Point Position deck panel ends so that all end -end laps are supported by a framing joist from below. Once deck panels are laid out with (1) kickplate leg ander the deck. use 12-14 x 3/4" Tek 3's to fasten deck to framing. Use 12-24 x 1 1/4" Tek 5's along perimeter when fastening through deck, kickptltte and framing. Use 12-24 x 1 1/4" Tek 5's when fastening through intersection of four roof deck panels. When joists ore spaced 30" or Tess (A) apart, place fasteners in every other valley and stagger pattern (see left pattern). When joists are spaced 30" to 42' (B) apart, place fasteners in 2 out of 3 valleys and stagger pottem (see middle pottem). When joists are spaced 42" or more (C) apart, place fasteners in every valley (see right pattern). Shear capacity of 12-14 x 3/4" Tek 3 = 1358#/fast.-diaphragm cop. OK by inspection. Pullout capacity of 12-14 x 3/4" Tek 3 = 551#/fast. -minimum uplift -OK by inspection. Volleys $ M r M M M M 1 r 1 M 1 M N M r r M M M 1 M r ► r r r r M A r M M FB sI C l Y Joist Centerlines 2 1/2"x 6 1/2" Kickplate Joist 12-14 x 3/4" Tek 3 Stringer 12-24 x 1 1/4" Tek 5 D ETAI L 46a Stop 6094-3 Spring loaded gate closer Brace 1/4"x1 1/2" flat 1 1/2"x1 1/2"x14 ga. rail Gate Base (7 ga) Install (2) end rail upright assemblies per installation details — see deck plan blue print for tube centerline locations. Bolt gate base to deck and framing -- (3) 3/8"0x3 1/2" flathead bolts through top and (3) 3/8"0x1" hex head bolts through front of base. If deck surface is bar grating use 12 ga.x2" plates under grating as washers for the flathead bolts. Drill (4) 7/16"0 holes in each end rail upright to match holes in gate hinges. Field drill holes in end rail uprights and through deck to install gate braces. Install spring loaded gate closer via Tek 3's at both ends and adjust tension for proper closing force. * Rail uprights shown are top mount, railings may be side mount type. Rail continuous across upright. Teks thru upright top plate into rail. 1 1/2"x 1 1/2" x 14ga H.S. Tube SIDE MOUNTED RAIL DETAIL 3+ Insert plastic cap into each Upright top 2"x 2"x 14go H.S. Tube 42" 2"x 1 1 go H.S. Upright Kickplate Framing Interior Upright Assembly with Rail Upright Channel 2"x 2"x 11 go Corner Post "1 (drop into 2 1/4"x 2 1/4" x 12go sleeve welded to column top) Blind Nut Rail i Bracket I (2) Sides & Bottom (Inside) Bottom wall of tube notched for roil bracket It� 1 DETAIL ( 11 1/4" (TYP) 1/8 Deck End Upright. Upr. Sleeve & Deep Leg and Rail Upright Channel 2"x 2"x 1190 H.S. Tube 4 Kickplate 1 1/ Attach Rail Upright Deep Leg to framing. Fasten Rail Upright Channel to bottom of framing to secure Rail Upright. Drop Rail Horizontals (notches down) onto Rail Brackets. Bolt thru Bracket, Rail Horizontal and Blind Nut within tube. Deck 11 go H.S. x 6" Wide Rail Upright Deep Leg Framing (2)12-14 x Tek 3 11 ga H.S. Rail Upright Channel SECTION b 0g7 RECEIVED CITY OF TUKWILA MAR 0 5 2013 PERMIT CENTER •1:0es .r; ON•.u� .tis �z; tam ! exPtA 1-3D-09 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION A 1-9 FOR PERMITS DO EV NO DATE DESCRIPTION 13Y Cubic Designs Inc. 16770 WEST VICTOR ROAD NEW BERLIN, WI 53151 262-789-1966 800-826-7061 FAX: 262-789-1970 CUSTOMER SEATTLE CHOCOLATES LOCATION SEATTLE, WA DISTRIBUTOR DACO SCALE DATE 12-15-06 DRAWN BY DO CHECKED BY MR DRAWING NUMBER 6094-3 1 P II , ! P 1-.11 II i; 0 "-•-• ii••••.......„ 3, ..,...,.„ Double 36" Exterior Door • 11 1; DOSTING OFFICES -7 11 It ti I ! 31 36' Exterior Door SYMBOL LEGEND ,-, - EGRESS ROUTE 36" Exterior Door- , 33.1,A 3 • 10.x14' OH Door NOT USED 11 rt 36" Exterior Door (2) 81x8' OH Door NOT USED i; • • .• . , 0 • OVERALL SPACE PLAN/ EGRESS PLAN SCALE: 1116" =11-04 • 0 r 10/x14' OH Door T- USED 0 OUTLINE OF NEW EQUIPMENT PLATFORM rf• -0 • 10'x14' OH Door NOT USED 36" Exterior Door EGRESS NOTES: 1. WAREHOUSE EGRESS TO BE NOT MORE THAN 200' TO ANY ONE EXTERIOR 36" DOOR. RECEIVED CITY OF TUKWILA MAR 0 5 2013 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVEb APR 0 3 2013 City of Tukwila BUILDING DIVISION r\ND.QR \/ REVISIONS GENERAL NOTES 109R5/46' TOUR RPOWC111117 111111111111111111111111111111111M1111111111111F DACO MATERIAL HANDLING & PACKAGING SOLUTIONS 18715 East Valley Highway Kent, WA 98032-1241 (425) 656-4505 PROJECT. Secttle Chocolates 1180 Andover Park W Tut<wila, WA 98xxx DES GNER: DATE: 1-13-07 SCALE: NOTED CONTRACT WITH Seattle C nocolates 1180 Andover Park W Tukwila, WA 98xxx AHJ BID # JOB SHEET # LS1 of 1 • ^ • , I !! • I 1 • ;I ; Double 36" Exterior Door , --- • tc— - ' - - • .' - 4 !, !: 'I V. ESTING OFFICES I' 11 36' Exterior Door- HC.DLATE MACHINES UNDEJ: PLA7;- WIN WW1 I I *i==. cF L W; ;;i _ . _ ,,....., „-____„ ,.., , ,. .;-----,---,--:! —.V ; ; I • .DN - -.;; ; ;- 'r=4 1'414 .1‘ 36" Exterior Door ANON C:=1 Porn vortmolo H 1 ` CHOCOLATE MACHINES UNDER PLATFORM NEW EQUIPMENT PLATFORM PLAN/ EGRESS PLAN SCALE: 1/16" = SYMBOL LEGEND - EGRESS ROUTE EGRESS NOTES: 1. WAREHOUSE EGRESS TO BE NOT MORE Th -AN 200' TO ANY ONE EXTERIOR 36" DOOR. 2. OCCUPANT LOAD TO BE FOUND ON ATTACHED LETTER. 4U EW.5.5 MrW 5 1-//i e FIRE PROTECTION NOTES: 1. FIRE SPRINKLERS TO BE EXTENDED UNDER. MEZZANINE BY LICENSED LEVEL III SPRINKLER CONTRACTOR WITH A SEPERATE PERMIT THRU TUKWILA FIRE PREVENTION. 36' Exterior Door (2) 8`x8' OH poor NOT USED 11:E//57 -/A).- 112.'Hig !EK (5TE'Lc:-L_ f C94/cAcr-4.) i" - ------",--,--7-, t P ---„. ;! 11 I: r l• — 4— ;LI 0 10'x14' DH Door NOT USED LiSiaatei EX157-7141 577 E“E55 F par ro m 12,-9 1 /2., Atomumenow;ii ; -1 25'-11" OUTLINE DF NEW EQUIPMENT PLATFORM Irv,kr,<<*!--ve,,,-,-,<&r,i`IT>i v <,!<!' < <,. S <W.A.., II<I,,, I •I' ....".."71 STAIR EGRESS FROM PLATFORM 84'-7 1/2" - 0 Th OVERALL SPACE PLAN/ EGRESS PLAN SCALE: 1/16" = 1'1X 10'x14' DH Door NOT USED ' 1 i 5LT7,V 7C06 10`x14' DH Door NOT USED • • ! I • NEW EQUIPMENT PLATFORM = • „ : EQUIPMENT if • EQUIPMENT PLATFORM SECTION VIEW SCALE: 118" = '-'--_,•-,1 r,-,7'..t,*ke-:-.3,-, ..... 7..- - t-- -- -;1-; • "ts. •••-• ; H 36" Exterior Door ••••••„:„,.. (3,EQUIPMENT PLATFORM 3D VIEW 9-ySCALE: 1/8" = I „ • STAIR EGRESS ....-'-' •-....„; , .. .H,,,, ..., :_.._,.. ,<,,,,...:;,-.. 1.-..7-Nt.---; ;.-,"r , • ',------ ; • , L. • I. g"-z't*,v:- ''' t"x."'„,,,:, i I4 . ,--' II".,, f 1'' AU, "..,.• -•" ! 1 '.1.. 4. ;.':,7•;. i'..i.../. ;',.. • - . .- ! ; , ts:..kk- • \ , i'' i , ANDOVER PARK W, NEW EQUIPMENT PLATFORM REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 5 2013 PERMIT CENTER CEIV 21.)J7 MTC t REVISIONS GENERAL NOTES MATERIAL HANDLING & PACKAGING SOL UT/ONS 18715 East Valley Highway Kent, WA 98032-1241 (425) 656-4505 .VICINITY/KEY PLAN SCALE: NONE PROJECT: Secttle Cnocolates 1180 Andover Dark W Tukwila, WA 98xxx SIGNER: DATE: 1 — 1 3 — 07 SCALE: NOTED CONTRACT WITH: Secttle C'1000IC 1180 Andover Park W Tukwila, WA 98xxx tes AHJ BID # JOB # SHEET # EG1 of 1