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HomeMy WebLinkAboutPermit D05-467 - SAHALE SNACKS - TENANT IMPROVEMENTSAHALE SNACKS 3417 S 120 PL EXPIRED 10 -04-06 D05 -467 City a. Tukwila S teven M. Mullet, Mayor Department of Comnitinity Development Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukivilama.us DEVELOPMENT PERMIT Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Suite No: Permit Number D05 -467 Issue Date: 03/08/2006 Permit Expires On: 09/04/2006 Tenant: N Curb Cut / Access / Sidewalk / CSS: Name: SAHALE SNACKS N Address: 3411 S 120 PL, SUITE 120, TUKWILA WA Hauling: Owner: Land Altering: N Name: SABEY CORPORATION Phone: Address: 201 ELLIOTT AVE. WEST, SUITE 400 N Contact Person: N Storm Drainage: Name: KIP KOLODZIE7SKI Phone: 206 587 -7120 Address: 1326 5 AV STE 500, SEATTLE WA Water Meter: Contractor: Name: SABEY CONSTRUCTION INC. Phone: 206 - 281 -4700 I Address: 12201 TUKWILA INTERNATIONAL BLVD, SEATTLE WA Contractor License No: SABEYCI033KM Expiration Date: 01/06/2007 DESCRIPTION OF WORK: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT. NEW PARTITIONS, DOORS, AND FINISHES. Value of Construction: $29,000.00 Fees Collected: $887.35 Type of Fire Protection: SPRKLR /FIRE ALRM International Building Code Edition: 2003 Type of Construction: V -B Occupancy per IBC: 0010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: N Number: 0 Start Time: Volumes: Cut 0 C.Y. Start Time: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Private: Public: . Profit: N Non - Profit: N Private: Public: Z H W Q � Q 2 JU U 00 U J = H CO O w LLQ ca D , =w r^- _. Z� F - 0 Z w 0 0 off =U H H LL O Iii Z U= O� Z doc: IBC - Permit D05 -467 Printed: 03 -08 -2006 k i City 0A Tukwila S teven M. Mullet, Mayor Departmetit of Community Developmetit Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tulnvila.wa.us * *continued on next page ** r doc: IBC- Permit D05 -467 Printed: 03 -08 -2006 Z Z w J U. UO CI) a CO =. J F- N LL:. W O. LL Q N �: H =. Z �... 1-- Z F—. W 2 5, U ,O CO). � F— WW S F-- U'. u. O ttl Z . O Z M City a. Tukwila Department of Commuitity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: ci.tukwila.wa.its Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Mayor Steve Lancaster, Director DOS -467 03/08/2006 09/04/2006 Permit Center Authorized Signature: Date: I0 0 IN1 9 _ I hereby certify that I have read an x mind his permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to i regulating construction or t performan we Signature: C Print Name: authority to violate or cancel the provisions of any other state or local laws I am authorized to sign and obtain this development permi . i Date: ego This permit shall become null and void if theA' ork 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. Z i� W -3 U UO U) o C0 J F_ N LL w O UQ = F.-. w Z tL ZO W �5 U� ON � I— w W F- U- O W U= O ~. Z doc: IBC - Permit D05 -467 Printed: 03 -08 -2006 9,`'iµ w • ~-`,. City of Z uk - wila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: Address: R Suite No: Tenant: 1023049069 3411 S 120 PL TUKW SAHALE SNACKS Permit Number: Status: Applied Date: Issue Date: D05 -467 ISSUED 12/30/2005 03/08/2006 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: 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. 5: The special inspections and verifications for concrete construction shall be required. 6: 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. 7: 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. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 10: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke- developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 11: 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. 12: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). doc: Conditions D05 -467 Printed: 03 -08 -2006 z r �w UO �LL w �Q ND = a �W z H ;}— O w 25 U ON o H- w F- LO w z b F - z .... ....... .. ..,...,.. �..._.....:.. � ,,..: •• tom .. , e;�fYa�ii'ck�d,' '- %t�iki, ..fE�+itiP;..,.. s•.r:_ �u�Fxu:,as,acwa�,...w. . ,.wµ+,w ,� . ..,�., .�' ,r: l•, W . �,cri `�y�.. . �.. +:$rb$5:#+ i�.i.'�''9�ck�' xt� Cit of 1 akwlla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). Z 16: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, W any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits 2 presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila D shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the v v0 Building Official from requiring the correction of errors in the construction documents and other data. 0 o 17: ** *FIRE DEPARTMENT CONDITIONS" * UJ CO W w O 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: J 19: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at "all LL < D = one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the purpose" (2A, 10 B:C) dry w chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) Z H 20: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or W O brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation LU LU instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so p that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross U co weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the 0 �_ floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 w w inches (102 mm). (IFC 906.7 and IFC 906.9) LL 21: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot w z be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) y �_ H 22: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available z 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) 23: 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) 24: 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) 25: 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) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: 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) 28: Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (IFC 1013.2) 29: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress doc: Conditions D05 -467 Printed: 03 -08 -2006 ..:,.U. 4l City of t ukwl l a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. ()FC 1011.1) 30: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 31: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 32: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 33: Maintain fire alarm system audible /visual notification. Addition /relocation of wails or partitions may require relocation and /or addition of audible /visual notification devices. (City Ordinance #2051) 34: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 37: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 38: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 39: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (IFC 505.1) 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 41: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 42: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Conditions D05 -467 Printed: 03 -08 -2006 Z �w QQ JU U Ct) CO LLJ �F Co L w O L? N _ LLI Z� �O Z~ U� O N o� w H F- LL O •Z W U= O Z ,. 1+:.., wn' �+. w�txa ,:.ar^.w..w- .w................ .iTa.�it' •it `: Y+�A% I%ll .Y �i+L.i+'•�t`.�1'41 'o-:• �� {ti ., id�i � �,A6 hF` ��. t 1 i wl W City of Z ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Date: 1 4FI ; y i Print Name: IZZ,IY,Y/ Z Z . �W 2. �U U O . N CO U W O' J' LL _: CO C% = W i~ _ Z Z H 2 5 Da 0 co Q F- WW H U O .. Z N O Z doc: Conditions D05 -467 Printed: 03 -08 -2006 Je w �n, CITY OF TUKWILA psi Community Development Department o Public Works Department " a Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 w h ,. TUKWILA Building Permit No. Mechanical Permit No. Public Works Permit No. Project No. use 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 King Co Assessor's Tax No.: 10 2'9 � � � _(�� Site Address 3 4 5 . 20`x'' �L�GC Suite Number: Floor: / Tenant Name: `J 14H. t4 L _ SN a9X15 New Tenant: 0 ..... Yes ❑ .. No Property Owners Name: Sf! 5sy C10 a? Mailing Address: I Z'ZO 1 Mlitlr kLA I l)T', E3W )lj D. 14 1 • fk EL. `. EIN-M.C— , MM 9 9UP S City State Zip CONTACT PERSON Name: 1 E! V-ZLoDZ 1 E J SV- I Day Telephone: 704. 58 • ?i Zy Mailing Address: 13 Z (o G+" P q E SlukA TE '500 SE iA rr L£ . W A Q8 l O City I State Zip E -Mail Address: K1P. K- 6L0QZAG SV Q BM(6ESS W 9AUM. Ca vvl Fax Number: 2b& • 15?) - - 71 ZZ GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: S A S E) �>fl NST' Tz- IJ�C -T161� Q Mailing Address: lZZO 1 ll. A WYE BL-(D. FL. SEPVMLE . VJ 4 g6t(A City I State Zip Contact Person: G L E 14 N - PG' F Day Telephone: 20tD• 2N . 20 E -Mail Address: 6LXb P Q SA•4BEV, t0 'Fax Number: 7204, , *1 0g20 Contractor Registration Number: `5ABGy 0 33 le M Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name:_ S U R GAS W E A' (F1Z 3aee_- 6 hl, G tZO U! Mailing Address: 132(. 1 :-� PAE, i'LuTE soo tepewL.1✓ W Pt- gf)to City State Zip Contact Person: 1 P Imo LO 1C>ZI E J Sal Day Telephone: 266- 5n- _1 1 ZO E -Mail Address: WAp, . - WI4 Fax Number: '20(p • 5W- * 7 t ZZ ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person:__ E -Mail Address:_ q:Vpcmiiis plus\icc changWpermii application (7.1004) Revised: 6 -8.05 bb Page I City Zip Day Telephone:_ — Fax Number: _ Z Z W QQ� _J 0 C/) 0 J = F- N LL WO }} �J U_ co = W F- _ ? F- F- O Z R 25 U O- o ff WW F- LO W Z v C0 O Z - ......r n,H=xrc.w.+m•maF n+nn.. t+ iLWtt !tu4:�t12oK�:H�77FNhaN�dAt`/�tf . i s BUILDING PERMIT INFORMATION -- 206- 431 -3670 Valuation of Project (contractor's bid price): $ i29 , lTD� Existing Building Valuation: $ Scope of Work (please provide detailed information): �O �i4'C it.tA..G'rj��t, A 1. 1 EQ_J 1n 2 TEll�q h)T Will there be new rack storage? ❑..Yes No If "yes ", see Handout No. for requirements. f i 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 for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: I 1 Compact: Handicap: Will there be a change in use? ❑ .... Yes No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: 19.. Sprinklers X. Automatic Fire Alarm []..None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes JZ.. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. q:Upertnlls plusMcc chungcsYicmiii upplication (7.2004) RcAsed: 6-8 -05 Page 2 bh Z �W o CO) UJ N O J F— W O. to d =W H Z� I- Z l_ W U� ON O F- WW LL O .Z W U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Fl 141 9 4 2 11 00 6 10 A 5 B� F2 2" Floor Y 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 for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: I 1 Compact: Handicap: Will there be a change in use? ❑ .... Yes No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: 19.. Sprinklers X. Automatic Fire Alarm []..None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes JZ.. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. q:Upertnlls plusMcc chungcsYicmiii upplication (7.2004) RcAsed: 6-8 -05 Page 2 bh Z �W o CO) UJ N O J F— W O. to d =W H Z� I- Z l_ W U� ON O F- WW LL O .Z W U= O Z i { i i 'PUBLIC WORKS PERMIT INFORMATION -- 206 - 433 -0179 Scope of Work (please provide detailed information): j! - ST i) _%) c rLg2. Pk L I &T IQ tZ 2M�&)&f T I? 9­6 0 EIM >E 1P,317, pLbA.) '�? -noNS T - 20nRS A.NZSb 21M ksWE s Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District _ ❑ ...Tukwila ❑ ... Va1Vue ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate [:1 ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") []...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) , ❑ ...Hold Harmless Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size............ WO# ❑ ...Deduct Water Meter Size ........ it ❑ ...Sewer Main Extension ............Public Private ❑ ...Water Main Extension .............Public Private _ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Call before you Dig: 1- 800 - 424 -5555 Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip gANperrnits plus \icc changcstperrnit upplication (7- 2004) Revised: 6.8.05 bh Page 3 a..a ai...w. Z '~ w �QQ? JL) UO Co 0 WLL WO LL. Q fO 0 S �W Z H 1­ W ~ W U� O N 1] H WW F- U' LL O Z UN F- F- O Z MECHANICAL PERMIT INFORMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: M EckA Arg I C R L. 003 DE12.- SEr��tz� BYIn l 17 L Mailing Address: Contact Person: E -Mail Address: City state Zip Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type Electric ..... ❑ Gas .... ❑ Other: 0 -3 HP/ 100,000 BTU Indicate type of mechanical work being installed and the quantity below: Unit Type: Oty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP/ 100,000 BTU CFM Fumace>100K BTU Evaporator Cooler D iffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended/Wall/Floor Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <I0,000 CFM L Equipment PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 justiftable 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 OR AUTHORIZE AGENT: Signature: e aa r;1� Date: 12. 30. o Print Name: I _ 1P ILd w0 2 Day Telephone: 2 to Mailing Address: is 5 T`' A--e tfte C4 R O I City state Zip Date Application Accepted: Date Application Expires: Staff Initials: Dm , ;3(0 cx� n q: \\permits plus\icc changcs\permit application (7.2004) bh tW__1ar . #�W'?ttA,M�t si'++µauxrn.�r�yyv ��^^t R:eanwn5. i, agx rb��rMP7fiY• Cu•}FaFC'!'tTtk nt�� !�*„ nmt�:i+nm'm:� a' 1� Z i~ Z W W �U 0 (I)O 1113: H N LL WO La ca = �W Z F- ZF_ W W U� ON ol__ W UJ H� L O .. Z W U= O Z - City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Suite No: j Applicant: SAHALE SNACKS i Receipt No.: R06 -00309 l Initials: JEM j Use ID: 1165 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: D05 -467 APPROVED 12/30/2005 539.56 03/08/2006 09:27 AM $0.00 Payee: SABEY PROPERTIES LLC TRANSACTION LIST: Type Method Description Amount - - -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 101194 539.56 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 535.06 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 539.56 Z Z C UO Uo w= J F.. LL WO Q U) a, = w Z� t— O z E_ W W U� O o E- wW U ll! Z U =; O H Z 3285 03/09 9710 TOTAL 539.56 i doc: Receipt Printed: 03 -08 -2006 � f8C6 . City of I akwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1023049006 Permit Number D05 -467 Address: 3417 S 120 PL TUKW Status: PENDING Suite No: Applied Date: 12/30/2005 Applicant: SAHALE SNACKS Issue Date: Receipt No.: R05 -01863 Payment Amount: 347.79 Initials: JEM Payment Date: 12/30/2005 12:47 PM User ID: 1165 Balance: $539.56 Payee: BURGESS DESIGN, INC. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 4115 347.79 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 347.79 Total: 347.79 doc: Receipt Printed: 12 -30 -2005 z W UO UO C0 -j F- LL W O L L co = F ... W z F- O F- W. �o .O .0 F- W LU F =- O W Z Ur O~ Z i�v' i 'v -t ' : {V!?H ?rJ =:i;•t. t ',w _. .�•�.:;+.t [� e.��..t.: � � ., � � . INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER T 0 I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project: - S 6 �Y' gay ., Z� - Type of I section: /!� I'--- Address: k Date Calle : Specs Instructions: Date Wanted: a,>zl« Requester: Phone No: r, Approved per applicable codes. f , Y' S Receipt No.: Date: :1 Corrections required prior to approval. Z 1Z N W I.L C U UO. �o W = Ir- W U W O L = W ? ?H W O W U� O C. C) F- WW H� - W Z U &) Ir- _ O F- z I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER O` CITY OF TUKWILA BUILDING DIVISION jlW. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Pr 'ect: ,� 9 �4G� ,S®V �? Type of Ins ectio �V Addre S v 42D / G– Date Called: Special Instructions: Date Wan ed� Q 4� p.m. Requester: Phone No: i Approved per applicable codes. Corrections required prior to approval. !! r `= COMMENTS: i t : k; Receipt No.: Date: :1 Z � W �U UO C0 F- W W O LL Q �W WO �p U O � 0 W H� U - O. ilJ Z CO) O Z I i paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPE NO. PER 0 CITY OF TUKWILA BUILDING DIVISION 6,300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 "AX Pro*ect: • :?4q 11'9 L.F SAJ Type of Inspecti Shtaq i n 1 Address: 3 V/ / S - / Date Called: Special lnstr4�ctions:- Date Wan ed; ffi. P.M. Requester: Phone No: f W Approved per applicable codes. O Corrections requiied prior to approval. COMMENTS: Inspector Date: I— ter. ❑ $58.00AEIN91PECTIOWIFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal.l to sechedute reinspection. IReceipt No.: I Date: a ii Z Z W JU L) 0 too Cf) LLJ W CO LL WO 2 � 9:3 LL Cj) CY W Z I. 0 z LLI LLj Cl O N W W x L) L F- 0 Ul Z .0 CF) i= x I 0 F - Z E INSPECTION RECORD Retain a copy with permit a INSPECTION NO. PERMI N i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: T Type of Inspection: 7 Address / 1 / ^ D Date Called: Special Instructions: F ❑ Approved per applicable codes Receipt No.: Date: 9 corrections required prior to approval. i Z F•= W UO O W= �LL WO 9-1 co LL = F- W z� F– O Z F–. W LLI �p U O- a H WW F– �" O t11 Z C 0 H O Z `'J paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ^nf.ni�,.at•. K:.KK�•t \ '4 ^�! —CVft h�:�.�..:: �- ...f. .' .�..;�... �.� _� .... ... ...:. �.: .. .. .� .. ... ..... ... ... ... ... ... ... . INSPECTION RECORD ` Retain a copy with permit"�'� INSPECT40N NO. PERMI N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)4 1 -36 0 f Project: Type of Inspection: „ Address: p C Date a Approved per applicable codes. 14 Corrections required prior to approval. Receipt No.: 77 ::1 Inspecto L./ Date: F1 $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z �Z � W W� UQ CO C0 W J I- N LL W O 9a = �W Z= F- F- O Z H W W U� O - 0H WW Z F- u_ Z W U= O Z Called: Special In tructions: Date Wanted: �/ �� a -�' m Requester: Phone No: a Approved per applicable codes. 14 Corrections required prior to approval. Receipt No.: 77 ::1 Inspecto L./ Date: F1 $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z �Z � W W� UQ CO C0 W J I- N LL W O 9a = �W Z= F- F- O Z H W W U� O - 0H WW Z F- u_ Z W U= O Z M INSPECTION RECORD Retain a copy with permit N INSPECTI NO., , , � ,,, 4EN CITY OF TUhVILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 431 -36 0 Project: Type of Inspection: ( �' W 44 0 4 0 9 0e ' Address: ate Called: I SpeciM Instructions: Date Wanted: ..-- -- p.m. Requester: Phone No: Receipt No.: 77 Z Z W D U O N CO LU J = DU- W O UQ to 2 F- W Z F- 0 Z H 2� U O� � H- W W 3: L) LLO 111 Z. U2 O H Z `—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule, reinspection 1 i I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM W. 4 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -367 Project: 6�12Ce i Type of Inspection: i Address: t Date Called: Special Instructions: Date Wanted: a. --'Z p.m. Requester: Phone No: i s I s i { i 4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: f it / e"<, r G Inspector: Dater Lam` / $58.00 REINSI ECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 1 Z H W 2 JU UO co W W = H �U- W O U- co = �W Z� F— O Z I-- W W U� O N 0 I-- W H� tt. O z co O H Z '' INSPECTION RECORD i Retain a copy with permit INSPECTION NO. PERMIT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -367 Project: !�/ L Ze Type of Inspection: L 7��4 Per , 1 1 -ate Address• L/// � Called: Special Instructions: Date Wanted: m. ... 2 ... - p.m. Requester: Phone No: i i i� ti i; i { 1'. I receipt No.: Date: Z iF-- Z �W UO 0 UJ J F. S2 IL w LL �d f W Z Z 0 W �j ON �H Ww L L W Z CO) O Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be .paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. R �•. INSPECTION RECORD Retain a copy with permit INSPECTION N0. PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3 Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a. ..�� p.m. Requester: Phone No: Receipt No.: Date: t Z ' W W� JU UO W = J S2 LL W O I-J U. Cn = W Z H O Z H— W U� O� C1 H WW �U .Z W U= O Z IJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ! INSPECTION RECORD 005- �-14� 1 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila. Wa. 98188 2n6 575 - 4407 Project: Type of In ection: f'!C 0 Iry Address: C ntact Person: Suite #: Pre -Fire: Special Instructions: Phone No.: © Approved per applicable codes. FI Corrections required prior to approval. COMMENTS: Needs Shift Inspection: S rinklers: �►' Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occup Type: Inspector:;, "'' �. I Date L-1 16 106 1 Hrs.: V $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be at 444 Andover Park East. Call to schedule reins ection. eceipt No.: I Date: Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 I Z '~ w QQ 7- J0 00 CO 0 C0 W J WO U- Q co D = a �-w z �O z f- LU �5 U O� 0 F-- WW H� U- O . z • W C.) U) O z INSPECTION RECORD VC;5 yt/.' Retain a copy with permit 0 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206- 575 -4407 Project: ti a Type of Inspection: ,- ` O Address: Contact Person: , Suite #: 3 / /1 i - • .7� / /7 h' -e - ,r Special Instructions: Phone No.: ❑ Approved per applicable codes. 1� Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: I. / /1 i - • .7� / /7 h' -e - ,r , 11 J 60 C Add i Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occu ancy Type: Inspector: Date: DG' Hrs.: F $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 444 Andover Park East. Call to schedule reins ection. Receipt No.: I Date: Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 i i 1 z W 2 JU 00 0 w= J H T LL W O J LL ?. a = W z O w �5 U 0� 0 E- W w LL- O - -z W U= O z INSPECTION NUMBER J a - ... . INSPECTION RECORD Retain a copy with permit i PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila Wa. 98188 206 - 575 - 4407 Project: S ' � V I le, S Ot C k S Type of Inspection: �� ( , m r- Address: Alf, Suite #: 3 2 - 100 - Contact Person: Special Instructions: Phone No.: Fl Approved per applicable codes. Corrections required prior to approval. Needs Shift Inspection: S rinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: rV 6 I- [AVEAL Will I / / ♦ ' ,► Needs Shift Inspection: S rinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: rV r i nspector: ' x-162 Date: l f p Hrs.: , �E e$80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 444 Andover Park East. Call to schedule reins ection. eceiot No.: I Date: Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 z Z D UQ w= �LL w O L? � = w z� �O w ~ W U� o E-- wW ll. O W z U= O z I MAYES TESTING ENGINEERS, INC 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 MTE No.: E6086 fax 425.745.1737 Project: SAHALE SNACKS Tacoma Office 10029 S. Tacoma Way Address: 3417 S 120th Place, Tukwila, WA RECEIVED Suite E -2 Permit No.: D.05 -467 (City of Tukwila) Tacoma, WA 98499 ph 253.584.3720 Owner: Sabey Construction 'A 2 r 2��6 �' fax 253.584.3707 Architect: Sabey Construction COMMUNITy Portland Office 7911 NE 33rd Drive Engineer: Engineers Northwest, Inc DEVELOPIWENT Suite 190 Contractor Sabey Construction Portland, OR 97211 ph 503.281.7515 Page 2 fax 503.281.7579 Date: 3/29/06 Weather: Indoors Inspection: Welding (visual) Sample(s): N/A Per Revised "Section C -1" from Engineers Northwest, dated 3- 13 -06, inspected welding of reinforcement plates to existing cross bracing, above ceiling. On H/2 and 3 brace ends, Simpson HHD14 brackets were added per Engineers Northwest report. Simpson 1/4" strong drive screws were provided, with length per catalog, into glu -lam beams. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark Rossow REVIEWED BY: Timoth Beckerle, P.E. cc: Sandra Suskic, Glen Parry — Sabey Construction; Dan Lake - Engineers Northwest, Inc.; Bldg Dept — City of Tukwila z W v0 v7 0 LU J �.. (D LL w 0 u- � =w �- _ f• 0 w f-. U� 0 - 0 H wW - U LL 0 .z w U= OH z MAYES TESTING ENGINEERS, INC. April 5, 2006 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 'ReC ?� 0110 A mmu%gl DeviLoP %l Attn.: Building Official Re: Sahale Snacks 3417S.120 th Place Tukwila, WA MTE Project No. E6086 19 L Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 FINAL LETTER Permit No. D05 -467 Gentlemen: This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: Structural Steel Erection To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, MAYES TESTING ENGINEERS, INC. % i `' ) Timothy Beckerle, P.E. Branch Manager Cc: Glen Parry — Sabey Construction Dan Lake — Engineers Northwest, Inc. Sandra Suskic — Sabey Construction J;_- W U O N 0: D W, W =: J �. V) LL WO LL cl) C1 W z� H O z f- 25 U o O Cl): o� W w . U LL H: O z w O z MAYES ti a TESTING ENGINEERS, INC. MTE No.: E6086 Project: SAHALE SNACKS Address: 3417 S 120th Place, Tukwila, WA Permit No.: D05 -467 (City of Tukwila) Owner: Sabey Construction Architect: Sabey Construction Engineer: Engineers Northwest, Inc. Contractor: Sabey Construction Page 1 Date: 3/8/06 Weather: -- Inspection: -- Sample(s): -- RECEIVED MAR 2 7 2006 : ;rr Y DEVELOPN ENT Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Made a preliminary inspection of roof brace angles, marked areas for weld repair, added weld, or revised details. Noted existing angles are 1/8 ". Simpson HH DQ 14 is 1/8" at non -plate washer end. Typical conditions include insufficient length available, porosity, butt weld geometry, without root opening where fillet called out, as -built work insufficient from original construction. Revised details awaited as discussed with Glenn Parry ( Sabey). To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark Rossow i REVIEWED BY: " ftfief G. Beckerle, P.E. cc: Sandra Suskic, Glen Parry - Sabey Construction; Dan Lake - Engineers Northwest, Inc.; Bldg Dept — City of Tukwila 1 �::.: -, '.. ... .: .. .. .., .� �:., �.....,.'�...�.........'. _.:.::'.L..t ...\ ��..' :.. w:,..: a.;«. an.+.. �.:. 1�i... rv-.¢::. N.....:. ca:+ �. J« 1.:,.. s... n. �w. J1:::-+ w:. t« �:: w�ro-= •••�+ ...:Lu:.+,vd��. — ..cY..- ,....'.�w.i..,:.:....�. Z Z W u� U CO 0' C0 UJ J � CO W W 9-1 LL �D = a �w zF- �O Z E- w �o U O N C3 �- WW �F w z. ui U= O H; Z ENW ENGINEERS NORTHWEST INC. P.S. > > STRUCTURAL ENGINEERS - 6869 WOODLAwN AVE. N. E., SEATTLE WA 98115 (206) 525 -7560 FAx (206) 522 -6698 FM INTERGATE EAST — BLDG. 1 SAHALI SNACKS TI Tukwila, Washington STRUCTURAL CALCULATIONS REVIEWED FOR CODE COMPLIANCE B,IDOt>I�1tl /gyp MAR - 7 2006 ty Of Tukwila BUILDTNr. nTUrS om February 9, 2006 ENW Project No. 01043005 CIT RECEIVED UILA FEB 1.0 2006 PERMIT CENTS, CORRECTION LT R # 0 --- Z � W� UO Co o. co W J = �U- WO � ca CY �. W z= Z W :oN o1-- WW u' O ..z W U =. O ~' z n �n 0 z m �o z IN V) —I D 2 D r i� z D n NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THE DOCUMENT. THIS NOTICE IT IS_ DUE TO-THE-QUALITY OF v... ....�+.�i�..�:i.w...... +ra.za.. alp.. wares:: w: 4sc.FY_���.:�.zxi'Saw+L:fx':cWe say: �: taaw�: � ^.'�sv.�y'afM'K6�.:+f1L�xSlufd 4"t�4:tYCU.i2"•C' -Y' ^�..X'S.�.SZ_ - n lxSEx`Y.C: u� "' i'IY.V�'i�f26:iCG'LkC�l'i5'(.sT �1.�� �..' �:+ ua. c�ixan�. L.. uwc. +.+ti:+c-.w.+�uw.e..rw�...a..u- S I- .. ... a n �n 0 z m �o z IN V) —I D 2 D r i� z D n NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THE DOCUMENT. THIS NOTICE IT IS_ DUE TO-THE-QUALITY OF J ,l i i a 3 i ENW ENGINEERs NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS / 6869 WOODLAwN AVE. N. E., #205 SEATTLE, WA 98115 (206) 5257560 FAX (206) 5226698 PROJECT# 010'0 .OUJ PROJECT SA "4 SaQ - 6 As DATE SUBJECT C !�'Z_!L �l'�� "L�.- Fo SHEET — OF� L 0470 � d /W Cl By d� jL L gyp` �. S�J 6(,B (i•) 2 �12 : +-25 , 2 4 ,25 o L . 535/¢2 4-) 38 it oq 3 /r K Z} s Z Z �D` U O N �. w= LL. w O LL.j cl)d Z � Z O W U� LLJ ON .0H WW H LL O . Z. W U= OF. Z b 4 ENW ENGINEERs NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 W OODLAwN AVE. N. E., #205 SEATTLE, WA 98115 (206) 5257560 f Ax (206) 5226698 PROJECT # U / U 4 37, 6t) f- PROJEC c�� DATE 1 SUBJECT ' r `Z,{C C'' 1. �1 �J �dJG%�G� SHEET G OF rA4 ` 4 ► �rVX .v� J - �3r'� .� j¢t/ L s, By AA-g, &- u I V . f✓ ">uo x,� �., D �'6 ri9r' 441 0 4-to a- sc/°/ z �y Z �y efw� 7 L Z u 4, (23, 1) +363. fs � i+ 7- 10 3 . rv � z � z. iv cc , g - At? lwr_j---w, UAJ -c. &YU160 i z Z w2 D U O 0 w= TLL w 0. w ?. � =w Z F-- F- O z I- w W a U O N. O F- w w . 1- H �O ..z w U co). O z I ENW ENGINEERs NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAwN AVE. N. E., #205 SEATTLE, WA 98115 (206) 5257560 FAx (206) 5226698 PROJECT # DI 0 4 3 00 PROJECT S A 14AZ - 1 GJ'C s DATE I ' C p ^ OJ SUBJECT SHEET I OF L By 40^ a �/O + 10 JO L l ` Lf) t s U 6o 3` vsr vA/DLoeAeV s /Pr"G�/�dgyf o✓ o L. a2 dK w4i /G04ep A4 /4, 7 C 1/ z ~ w � 2 J U UO cl) C3. W = H N LL W O: 9- u- c o = W 1-O z f- 25 0 0 ' a. O O H� WW 2 H C.): u. O .. z W U= O Z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS_ DUE, To THE QUALITY OF THE DOCUMENT. 1996 AISI Specification ASD DATE: 1/312006 SECTION DESIGNATION: 362S125 -33 Single INPUT PROPERTIES: Web Height = 3.625 in Steel Thickness = 0.0346 in Top Flange = 1.250 in Inside Comer Radius = 0.0764 in Bottom Flange = 1.250 in Yield Stress, Fy = 33.0 ksi Stiffening Lip = 0.188 in Fy With Cold -Work, Fya = 33.0 ksi Punchout Width = 1.500 in Punchout Length = 4.000 in Wall Solver Design Data - Simple Span Wall Height 8.00 ft Deflection Limit U240 Lateral Pressure 5.00 psf Axial Load 0 lb Stud Spacing 16.0 in - Check Flexure Load Multiplier for Flexural Strength =1.00 Flexural Bracing: Full Mmax = 53 Ft -Lb <= Ma = 330 Ft -Lb Check Deflection Deflection Limit: U240 Load Multiplier for Deflection = 1.00 Maximum Deflection = 0.050 in Deflection Ratio = U1911 ( Check Shear Vmax = 27 lb (including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 1039 lb >= Vmax Check Web Crippling Rmax = 27 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 185 lb >= Rmax, stiffeners not required a r r z Z u� o J U� U O to LU J � S2 U- w O. z C! w. F- O z F- w LU Do U O N` o E-. w w. E- �z LLi U= F-,. z 1996 AISI Specification ASD DATE: 1/1312006 SECTION DESIGNATION: 6005162 -68 Single INPUT PROPERTIES: z Web Height = 6.000 in Steel Thickness = 0.0713 in Top Flange = 1.625 in Inside Comer Radius = 0.1069 in w Bottom Flange = 1.625 in Yield Stress, Fy = 50.0 ksi Stiffening Lip = 0.500 in Fy With Cold -Work, Fya = 56.6 ksi Punchout Width = 1.500 in Punchout Length = 4.000 in v p: U) U) =: Wall Solver Design Data - Simple Span J Wall Height 20.00 ft Deflection Limit U240 p Lateral Pressure 5.00 psf Axial Load 1042 lb W Stud Spacing 24.0 in J LL Q 'Check Flexure - CY Load Multiplier for Flexural Strength =1.00 _ Flexural Bracing: Full ? z Mmax = 500 Ft -Lb <= Ma = 3289 Ft -Lb ~ F-- O w� Check Deflection = o Deflection Limit: U240 Load Multiplier for Deflection = 1.00 v Maximum Deflection = 0.346 in Deflection Ratio = U693 �. _ w w Check Shear v Vmax = 100 lb (Including Flexural Load Multiplier) —0 Shear capacity not reduced for punchouts near ends of member tii Va = 5468 lb >= Vmax v co �_- _ Check Web Crippling z Rmax =100 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 1031 lb >= Rmax, stiffeners not required Check Axial Interactions P =1042 lb (Including Axial Load Multiplier) Axial Loads Multiplied by 1.00 for Interaction Checks Max unbraced length, KyLy and KtLt = 24.0 in Max KUr = 106 Allowable Pure Axial Load, Pa = 4151 lb : Axial Load Ratio, P /Pa = 0.251 Check Equation C5.2.1 -1 Cmx = 1.00 Pcr =17816 lb Alpha = 0.888 Equation C5.2.1 -1 = 0.422 Check Equation C5.2.1 -2 Pao =11860 lb Equation C5.2.1 -2 = 0.240 S Maximum Interaction = 0.422 < =1.0 1996 AISI Specification ASD DATE: 1/13/2006 b � J r � SECTION DESIONAT14 INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = w )N: 800S162 -68 (2) Boxed 8.000 in Steel Thickness = 0.0713 in 1.625 in Inside Comer Radius = 0.1069 in 1.625 in Yield Stress, Fy = 50.0 ksi 0.500 in Fy With Cold -Work, Fya = 56.6 ksi ALLOWABLE UNIFORM LOADS INPUT PARAMETERS Deflection Limit: U360 Listed load multiplied by 1.00 for deflection check Listed Allowdble Loads Not Modified for Duration of Load for Strength Checks End Bearing Length for Web Crippling = 1 in Flexural Bracing: 48.0 in TOTAL ALLOWABLE UNIFORM LOADS fib/ft) SPAN LENGTH (ft) 6.00 8.00 20.00 Without Web Stiffeners 645.4 484.1 77.5 With Web Stiffeners 2206.3 1210.3 77.5 r ; z �_- Z'. �w u� D 3 UQ CO) = f- 00 LL w O LL = a. �w Z �. zo U O �; 'o f- = w. LL O , W Z U= O ~` Z 1996 AISI Specification w/1999 Supplement Project: Sahali Snacks Model: Ceiling support joists / /' ;t p 1 v 1' Date: 1/12/2006 r R1 R2 20.00 ft Section: 8005162 -68 Single C Stud (X -X Axis) Fy - 50.0 ksi Maxo a 4964.2 Ft -Lb Moment of Inertia, I - 7.089 W4 Va - 4048.3 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations i Flexural and Deflection Check i Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection j Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio Center Span 0.0 0.000 0.0 Full 4964.2 0.000 0.000 UO i Combined Bendina and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(lb) (in) (lb) (Ft -Lb) Value Req'd ? R1 0.0 1.00 1034.3 0.0 0.00 No R2 0.0 1.00 1034.3 0.0 0.00 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft -Lb) Factor Wa M /Ma Unstiffen Stiffen R1 0.0 0.0 1.00 0.00 0.00 0.00 NA R2 0.0 0.0 1.00 0.00 0.00 0.00 NA 2 V + i.o Zv J ' Z 'Q � w WD J U. UO N o J = I-- N L_ wO� J u- N� = 0 �w Z � F- O w 5 U � O S2. � F- w W H u. 0 LL! Z CO F- _ O F- z ENW ENGINEERs NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 W OODLA wH AVE. N. E., #205 SEATTLE WA 98115 (206) 5257560 FAX (206) 5226698 PROJECT # PROJECT S A Hot L Z s �✓A C K J DATE SHEET OF B y M'M® r � ' I i 1 Z Z �W QQD JU UO C0 Lu N LL w C LL J V/ D =d �W Z F- F• 0 W � Q LLj U N 0 F- W F=- p tll Z U= ~O F- Z C N M - ct , f C q c f L 1 y\ j c r 1 1 r '... ./ 4z3�0' ....! . Z Z �W QQD JU UO C0 Lu N LL w C LL J V/ D =d �W Z F- F• 0 W � Q LLj U N 0 F- W F=- p tll Z U= ~O F- Z ENW u PROJECT # SUBJECT b 6869 WOODLAwN AVE. N. E., #205 SEATTLE WA 98115 (206) 525 -7560 FAX (206) 5226698 PROJECT s HA L. Z - S NA � X f DATE i 1 ) u l.. ?- ' �. .....y. .. _ .... . y �I .•Y _ _ a r 2. lu , r _ _ ; i i 1 j i + i I I � 1 f i ,- - -, - 1 - i Ir t i j ! ; � ! I � I •1 � i f � i i j i } 810E or`- niN SP�ce J f 1 3 ; . 3 I� E NGINEERS NORTHWEST, INC., P.S. — ST RUCTURAL ENGIN SHEET __� y OFI / BY Z �.. Z �W QQ JU L) 0 W = F- NW w O. LL `o a = W Zz L _ 1 F W H W U� O tn. OH W W H LL W Z U cf) F- H Z H ENW ENGINEERs NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAwN AvE. N. E., 4205 SEATTLE, WA 98115 (206) 5257560 FAX (206) 5226698 PROJECT # Q 1 U 4 3' D � PROJECT l<j4f44 lz ' S:101-Gk DATE 3 — () G i SUBJECT G �;'k Caktir SHEET p OF z W. D JU UO U ) O J = F— Co) LL. w G 9 -1 LL j � = W W O UJ �p U :O N, OH W LL F- -O .. z ui U= z 0 4-40 4 j rel0)'t- 13 4 Z 2. 4 eyc ti 7Zi>C►z)� j f-- 2 " .. (2 - 3 . ( - : 06 - 0 +36 3.1T� SU2� 23;32 �J�f . �S, PJ.f z W. D JU UO U ) O J = F— Co) LL. w G 9 -1 LL j � = W W O UJ �p U :O N, OH W LL F- -O .. z ui U= z Z W. 00 CO CY CO) w W CO) U-: WO U. CO) W 0 Z F- W LLJ -. 0- a � W U u. ~ • z CO) 3: 0 Z v r� o t 5P vsIv 4Aev A L f: e, c o Ort iM11964 A4 t 4 14e r Z- 2 7 2, (--"I Sahali Snacks Date and Time: 12/16/2005 1:19:42 PM MCE Parameters - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude = - 122.29991 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 140.6 Map Value, Soil Factor of 1.0 1.0 048.5 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 140.6 Soil Factor of 1.00 1.0 073.7 Soil Factor of 1.52 MCE Parameters - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude = - 122.29991 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 140.6 Map Value, Soil Factor of 1.0 1.0 048.5 Map Value, Soil Factor of 1.0 MCE SPECTRUM x SOIL FACTORS Fa =1.00 Fv =1.52 y/w Sus Z 2� 6, 4 o�� Period SA s /b2. Cd'-rvl. si,k "/M s (sec) ( %g) 0.000 056.2 0.4FaSs 0.105 140.6 To 0.200 140.6 T =0.2, FaSs 0.524 140.6 Ts 0.600 122.8 0.700 105.3 0.800 092.1 0.900 081.9 1.000 073.7 T =1.0, FvS1 1.100 067.0 1.200 061.4 1.300 056.7 1.400 052.6 1.500 049.1 1.600 046.0 1.700 043.3 1.800 040.9 1.900 038.8 2.000 036.8 f? =s z w . UO w= � w O 2� 9a �a = w' z� �O z F- 2 5' D o: o� wW �U U. ~O, . z . W U= oF- z b Maximum Considered Earthquake Ground Motion Fa =1.00 F1 =1.52 Zip Code = 98168 Central Lat. = 47.488839 dog Central Long. -122.29991 deg in 6 1.2 - 1 2 a 0.9 0.6 2.0.3 0 1 1 0 0.5 1 1.5 2 Period, sec Feriod, see Sa, 0 3 i 11 z Z U 00, CO a co w CO U. 0 . U- to W Z i- 0 z i- W UJ 5 Oco 0 w LU F- LL 0 ltl z CO) 0 z 1.4" 1.52 4" 0.0 1.2211 . 6.76 1.053 Uf 321 Mis 1.00 0.737 0.676 6.614 6.367 1.40 0.520: 1.56 0.491 1.91 6.46'1 1.70 9.433:: 1.a6 l.ala 2." 1.368' ......... .................. 3 i 11 z Z U 00, CO a co w CO U. 0 . U- to W Z i- 0 z i- W UJ 5 Oco 0 w LU F- LL 0 ltl z CO) 0 z ENGINEERS - NORTHWEST, INC.P.S. SHEET OF "f " 6869 WOODLAWN AVE. N.E. (SUITE 205) Rev.2/13/01 SEATTLE, WA. 98115 • • • • • Property of Engineers Northwest, Inc., Seattle - Use by others unlawful • • • * " Input = Shaded cells Job number: 1 01043000 Job name : Interaate E. Buiidino 1 - Sahali Snacks IBC 2000 Section 1617 Static Force Procedure - Single Story Building design base shear Q InDut Z 1.1.1 Basic Seismic - Force - Resisting System = Is special reinforced concrete shear walls Q Basic Seismic- Force - Resisting System = BWS = Bearing Wall System uJ1 U Is Diaphragm considered Flexible? Y 00 hn = 27.5 height to top level in main portion of structure (abv.base) rn Ss = 1. 41 Spectral response acceleration at 0.2 second s for Site Class B. J = S1 = 0.49 Spectral response acceleration at 1.0 seconds for Site Class B. f ' CO Site Class = D Table 1615.1.1 Soil profile properties "D" is default unless B.O. thinks W O ( Category) = Seismic Use Group = I Table 1604.5 & Section 1616.2 it is "E" or "F ". } Top of wall elevation (parapet) = 30.87 ft. Elevation of top of wail lateral support (max.) = 27.4 ft roof high point (minimum parapet) LL Elevation of top of wall lateral support (min.) = 24.00 ft. roof low point (ma)imum parapet) = Cy F.. w Oust W = Building weight (# or kips) Z P Site Coefficient Fa = 1.000 Table 1615.1.2(1) E- O Site Coefficient Fv = 1.510 Table 1615.1.2(2) W 1­_ Sms = 1.410 Sms = FaSs Sec. 1615.1.2 (Eq. 16 -16) ? Q Sm1 = 0.740 Sm1 = FvS1 Sec. 1615.1.2 (Eq. 16-17) U CO Sds = 0.940 Sds = 2/3Sms Sec. 1615.1.3 (Eq. 16-18) O CO Sd1 = 0.493 Sd1 = 2/3Sm1 Sec. 1615.1.3 (Eq. 16 -19) F— ~ Seismic Design Category = D Tables 1616.3 (1) & 1616.3 (2) = w To = 0.105 0.2Sd1 /Sds Section 1615.1.4 H H Ts = 0.525 Sd1 /Sds Section 1615.1.5 u- O T= 0.240 Section 1617.4.2.1 (Eq. 16-39) Z U co Sa = 0.940 Section 1615.1.4 (Eq. 16 -20)& (Eq. 16-21) R = 5.5 Response Modification Coefficient ~O �. 00 = 2 System Overstrength Factor modified for flexible diaphragm Z Cd = 5 Deflection Amplification Factor Detailing Reference Section = 1910.2.4 Ct = 0.02 I = 1 Cs calc. = 0.171 Section 1617.4.1.1 (Eq. 16-35) Cs max. = 0.3734 Section 1617.4.1.1 (Eq. 16-36) Cs min. = 0.041 Section 1616.4.1 (Eq. 16 -27), Section 1617.4.1.1 (Eq. 16-37) & Cs use = 0.1709 (Eq. 16 -38) Vu design = 0.1709 *W At strength level USD V design = 0.120 *W Working (0.7 *E) ASD Ev = 0.188 *D = + / -.2 Sds D (Eq. 16-28 thru 31) - May be Zero for proportioning foundations in ASD. Diaphracros wp = The weight of the diaphragm and other elements of the structure attached to. Vp = The portion of the shear force at the level of the diaphragm, required to be transferred to the components of the vertical seismic - force - resisting system because of the offsets or changes in stiffness of the vertical components above or below the diaphragm. Fpu = 0.188 wp + Vp (Eq. 16-62) USD Fp = 0.132 wp + 0.70Vp (Eq. 16-62) ASD Use the larger of V = 0.120 *W ASD (Eqs. 16 -27 & 16-34 thru 1640) these 2 equations 1/9/2006 IBC EQ. IBC2000a :��, i+.w -. ..�...,y.. �.:.t .... L« i+ .i..:fi2:�i:.,�2ixs4wU,i.r.6iS a:i' .iL� .+.. i�ldti :yat%ti,�i:�: +l+`.l+'�74:�� a., f., "' • tia..atnswt ti w � :::Si'»� 'k�i:,$.:' i:cb4.a'.: ENW ENGINEERs NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 7 6869 W OODLAwN AvE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAx (206) 5226698 PROJECT # D + W PROJECT s NA L - S NA C,6C J DATE SUBJECT SHEET ✓ OF . W BY {... .,...... f.. i . 4 3 �. - .�..;. y. RAs; 1 M } IF­ coo Cj , : I I I i , ;.....I. , ..... 1 .. ► EW Or hjet o A. I r > ► "� / ' I I ...._. I.._._. ;.... _I.. _. . .. i. r..., j ._ .;.. .i.. I 1 . i.. . I L..._;..__.!.... ;... ! l.. l X310' I ._ i ! z Z �W QQ D JU UO W r LL C W 0 C J IL ?. = W z z 0 W W U� o�_ W LL 0 ui z U= o z ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL E NGINEERS '1 6869 W OODLAwN AVE. N. E., #205 SEATTLE WA 98115 (206) 5257560 FAX (206) 5226698 PROJECT # _ 0164�0 PROJECT S A NA L..L S A/4 LAG DATE tr ,i SUBJECT SHEET VJ OF - f BY C m soy o.n C 0 . J . Z o, 23 sGc 7 ' ~� c pia G yo - z. r �- � Apr 0 i z Z �w 2 �D. UO (j)o J = H N u_ wO 9 - u- C3 �w 1-- z f- 5 . U� O �, 0 F- w W H LL O .. Z w U= O z J i ENW ENGINEERS NORTHWEST, INC. P.S. STRUCTURAL ENGINEERS 6869 W OODLAwN AVE. N. E., #205 SEATTLE WA 98115 (206) 5257560 FAx (206) 5226698 i PROJECT # 01 009' PROJECT S A / `1 P A L, ,,_ SAl "It DATE SUBJECT SHEET OF BY f - - 'IV 7- R z 3 ) z 18,E 3 Y, AL- L Z Z. W JU UO WF- �O W . LL Q co = d . W Z i- O Z 1— W W U O co a H 2U u. O til Z U co F= _ O Z ENW ENGINEERs NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS �~ 6869 WOODLAwN AVE. N. E., #205 SEATTLE, WA 98115 (206) 5257560 FAX (206) 5226698 PROJECT # 0tQ 'f 3 - PROJECT S A t/j4(,1 S.f/4fJ-cJ DATE / - -9 —Q SUBJECT 9E h I ofrat ^ t-dpk� z SHEET 0 O � By � 1 ' Of 1 L CS. L�JJ o.3� �w c / O , A 3Z'21 1il N /a �- w ...1 Y.1.. .i:� x�F.. i�Y4..' i:M1t.l • {.v " 1, JS::::: rL:e J.; a� .%n:✓b ✓.WwWSVtI':�Y+e'✓A.ii. ial.H(.f+.J✓f�J.viu .W'u(L�.✓. / }.. ...YJ+..Atv3.:2f.M14l...a U.t.+✓+.: Net i.[r7i.+�ti:.� Z w UO (0) C0 LLI J H N LL WO J LL Q = a F. W Z F- I- O W �D U ON O !- Ww H� LL O w z U= O Z EN W . ENGINEERs NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS ( 6869 WOODLAwN AVE. N. E., #205 SEATTLE, WA 98115 (206) 5257560 FAX (206) 5226698 PROJECT # yQ PROJECT 6J4"/ X6/, S DATE SUBJECT SHEET OF 1?4 Y v • r O r a ii So ,��, L v, z Vp n, t, E3 a. j >.lzo v 7s -57n �t�7J ; CV J L 3'>< 3 yC 3 /t G , C7 l' v ... .. _ .... .».,,� ,s :S.a;. v., 1,wi.i+..s:.'we',.v..'+:i::;�iY J.af'•Ft�e.bih•tid: rtA:.;G�sixi.:u„., '4= t.:�'µk.•J.wti oa' ui+: t.: r.: iwA:. c:(. 1' JfiwS,u:Wi„4.tL'J.cay.';•AN.i: b._ka.tn, y,:� t v.Lv,ip,.. �.r, C .i..dnw..r .,43vAk,i . BY Qlh U Z Z �w 00 N 0 J = H �LL W O LL Q w H z w D O N O F- w W Hp LLI Z U= O ~. Z t a a i 1 i i Z ' f i Z F' ~ W UO CO 0 W= CO) U S W O'. G Q N U . �. N S r W 2 Z� F— O Z h". i 5 U� O N O F— W W. H u. O W Z. U N. F— F Z ENW ENGINEERs NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAwN AVE. N. E., #205 SEATTLE WA 98115 (206) 5257560 FAx (206) 5226698 PROJECT # O W ¢3, 60 PROJECT �/��j¢L,Z' DATE G SUBJECT SHEET OF ►-�+ ► I By 1 3 i 1 Z Z � W �D J U� u 0 to p co W J H co u W 9 J. LL Q N D; F- _ ? H F- O Z H- W a p' O co. p W W. � U, u- Oi .. Z:. W U N O Z, 09 -05 -2006 w gsy . jO 2� KIP KOLODZIEJSKI 1326 5 AV STE 500 SEATTLE WA 98101 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. D05 -467 3411 S 120 PL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division.. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or- work authorized by such permit is not - commenced within 180 days from the date of such permit, or if the building or work authorized by such-permit is suspended or. abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine.if substantial work has been accomplished since issuance of the-permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writinP and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 10/04/2006, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, �''� • DUI e rshall, Permit Technician xe: Permit File No. D05467 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax. 206 - 431 -3665 1 Z t,-' W Q � Q J U UO CO W= J N LL W OO. � F— J U. Q U = W Z H. H O Z f— W LLJ �p O 0 H 2U H� u. O W Z U =. O ~. Z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director February 27, 2006 Kip Kolodziejski 3417 S 120 PI Tukwila, WA 98168 RE: CORRECTION LETTER #2 Development Permit Application Number D05 -467 Sahale Snacks — 3417 S 120 P1 Dear Mr.Kolodziejski: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Buildine Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, ( infer arshall ,e rmit chnician encl xe: File No. D05 -467 P:Vennifer\Correction Letters\2005\D05 467 Correction Ltr #2.DOC jem 6300 Southcenter Boulevard, Suite #100 * Tukwila, Washington 98188 • Phone: 206. 431 -3670 • Fax: 206 - 431 -3665 ��:.. 7 �,, :, . � ,�., .... .,. .......: . ..,.:..�.:,......>•..:..:..:... t....' :,.,. i,::.. w-„ �;,. y�,, ...,,_i•Xr «....,w.,..,.....,.e ...,v .,.� .:: ,... �;... . ..a:....:+�.�w.rwr..arax.:n!1Er " ^Yi:Y.O�',ai,+LdSiilaw`Sv rw.�6�%� ..tl,nf �� ' Seta2'I:G%ielsLs?.i,.ici;. wii.'1•L' Z W JU UO Cj) C0 w W_ H LL w LL Q D = CY F . w Z = F— O Z h— U O - W U 0 W Z U N' P _ O� Z Building Di Date: Project Name: Permit #: Plan Review: !vision Review Memo February 24, 2006 Sahale Snaks D05 -467 Allen Johannessen, Plans Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 The proposed tenant improvement does not meet code for exiting requirements. Revise plans to show the following egress requirements are met: a) Open office # 103 shall require two exits. Revise plan to show an additional exit and that meets the requirements for Exit Access. The path of egress travel shall not be interrupted by any building element other than a means of egress component ... Obstructions shall not be placed in the required width of a means of egress.... Where a designed egress path may show passing through the production area # 115, the isle way shall be identified on the plans. Pathway markings shall be dearly identified and placed in that area. (IBC 1003.6 & Section 1013) b) The corridor # 121 leading to corridor # 122 does not meet code for dead end corridors. Revise plans to show corridor # 121 shall meet code. By blocking the double doors between the two corridors, corridor (121) would meet code for 50 -foot maximum dead end corridor. (IBC 1016.3) c) The current egress path on plan sheet G.0.0 does not meet code. Revises plan to show egress paths shall meet current code. (IBC 1013.2, 1013.2.1 & 1013.3) d) Revise plans to shipping areas # 123,124 & 125 shall meet means of egress for exit access. (IBC Seciton1013) 2 Show square footage of each area or room with the calculated occupant loads. 3 Show exit signs and emergency lighting (typically shown on the reflective plan). (IBC Section 1006) 4 Revise note on Sheet A.9.1 Door hardware item # 5 "...to comply with the applicable IBC (remove UBC) & Accessibility Requirements ". Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 1.0 .7 7. "%... '' ' �': su...:. r.. u:. r...:. �.. .,.a.r..,[.vi..i:.xs +x.w.c::�: . rinarwsk. s��s:nd:n+..,s+:.+✓ -.'n. � ....+.:pax i..w..fw .va' J(sti+ "uyw+�Y.if�aLClr:�(iY: lift* +.,ktu:" .:.�'k(4ti' ' � i72Jb�tsY � 3i�T> >+A�"' Z �Z W Q: 2 D U (00 CO W W = � wo w¢ 0 =d �-w Z �o Z �- w w U o - 0 t- wW u- W UN o F O Z v O: 1908 January 19, 2006 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Kip Kolodziejski 3417 S 120 P1 Tukwila, WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -467 Sahale Snacks — 3417 S 120 Pl Dear Mr.Kolodziejski: This letter is to inform you of corrections that must be addressed before your development permit(s) 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 Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Joanna Spencer, at 206 431 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with. the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in Berson and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerel,�, Aermi en e. Marshall echnician encl xc: File No. D05 -467 P, VennifeACorrection Letters\2005005467 Correction Ltr N1.DOC jam Z 1Z w D JU UO Cl) U) J � �LL w O Q. �w Z F- O Z 1— w w U� CO) o I— WW u O . .. Z w U= O Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS DATE: January 5, 2006 PROJECT: Sahale Snacks PERMIT NO: D05 -467 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Due to the nature of Sahale Snacks proposed business operation (food handling/preparation) applicant shall contact Mr. Dana Dick, Val Vue Sewer District at (206) 242 -3236 to determine if a bio- enzyme unit shall be utilized. Please submit a written record of conversation with Val Vue. 2) Applicant shall submit a Non - Residential King County Sewer Certification (form attached). List only new plumbing fixtures being added as a result of this development. (P:Laurie Admin/Joanna/Comments D05 -467) Z Uj a U U) a ' w= C0 U w 0 9 - U- = F- w Z � t 0 Z F— w 2 5 U� O N;. � I- w w H H �- 0, .•Z W F= _ O Z � COORD CORY PLAN REVIEW /ROUTING SLIP r ACTIVITY NUMBER: D05 - 467 DATE: PROJECT NAME SAHALE SNACK 03 -03 -06 SITE ADDRESS 3311 S 120 PL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: Buil irfg iD vision Fire Prevention Plannin Division ❑ g ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete d Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: Not Applicable ❑ ❑ No further Review Required ❑ DATE: Notation: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Permit Center Use Only CORRECTION LETTERMAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 03 -07-06 DUE DATE: 04-04 -06 Not Approved (attach comments) ❑ DATE: Documenlstroulfng slip.doc 2.28 -02 ❑, . :. r., .�d.c�..,,.ui,t..�s::_. .,. :�..li..i;.:.i..i:w?r.F..rS.xl� w. �b'[.. 4: Fi ::.^L`;_.iaz,LuiC.+a..ta::M.:': s:.«is,:vaw":u:;, �.ra:iJ::�.::.z9rki:ki�� - r .. ,. ..., ....,. �� ....�:�; ,. :.. ,.,,:. .: .....,�.,. ., .:.._�:. 'n� ix: Y�c. Sic[ tJiu: Ia�cie� »d:Lu`tlda,id( R.- aiAl+t• +�• -[i. z �w aa JU 00 Cl)0 J = F— S2 L w LL � 0 = w z� Zo w W U� 0 00 0H w O .z W U= O z ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -467 PROJECT NAME SAHALE SNACKS DATE: 02 -10 -06 SITE ADDRESS 3311 S 120 PL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Buiing ivision Fire Prevention Public Works Structural ❑ Planning Division LIN Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete mi Incomplete ❑ Comments: DUE DATE: 02-1 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 03-1 4 -06 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: X-1-g UG' Departments issued corrections: aldg)6 Fire ❑ Ping ❑ PW ❑ Staff Initials: z -2"2 z Z �w QQ JU UO (/)o CO Lu J � S2 LL w� �Q = F .. w z WO W U� O N o1-- w F-P LL O .. Z W U= O F- Z A PERMIT COORD COPS' PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D05 -467 PROJECT NAME SAHALE SNACKS DATE: 12 -30 -05 SITE ADDRESS 3417 S 120 PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DE PARTMENTS : ��� —' V- Bui ng DvvUi )n Public Works 5)t A iqt Fire Prevention Structural ❑ v /� �, -� -&- PI nag vision Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete Incomplete ❑ Comments: DUE DATE: 0 -06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: OI'tq'(Ce Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW)� Staff Initials: 2.28-02 DUE DATE: 01-31-06 Not Approved (attach comments) z Z '~ w t � JU UO CO W = H �w w 0 �J U. = F- _ z� Zo w LLJ �o U 0- off w F-P u. O . .. Z W co O z A 41 1 1908 City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: hgp:11u mv.ci. tukwil a. wa. us Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ?; k 1 O (� Plan Check/Permit Number: ❑ Response to Incomplete Letter # tvf Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: i S, rka l-e Project Address 53 1 ( S 12.0 T-4 Q(-+t4 Contact Person: KIP Y-O LD7 21 n l> � Phone Number: Summary of Revision: C,• C Ch O' Cr Cs�n... �.:.� r� Sr . ^4 So "A'7 . e C� h I. t LAh 0� — 0 2, . t� ;V 69M 9 C -04 (-�, - MAR 0 3 2006 Sheet Number(s): (p o•° J+ -j.l, ,I{. t/�., / r �.lrf . l r L "Cloud" or highlight all areas of revision including date of revision (,1 1. 1. .. O Received at the City of Tukwila Permit Center by: U Entered in Permits Plus on \appl ications forms -app ications on ine evision submittal Created: 8 -13 -2004 Revised: Z 11-:. �W � D UO 0 W= CO LL w 2 QQ LLQ to � = F. w Z H �- O W 25 D0 O N C1 l— wW LL O w Z U= 0 F- Z SALB CORPORATION b N-larch 2, 2006 Mr. Bob Benedicto C=ity of TA nviln Building Off ieial 6300 Southcenter Blvd. fukwila, WA 981S8 rear Mr. BCnedlcto, Per our conversation today, in conjunction with the Sahale Tunant Improvement Project (pl.'rmit # D05 -467) Sa&-y Corporation acknowledges that when the adjacent empty warehouse space is occupied by another tenant effecting the egress for doers labeled "A" and "R" we will construct the code required exiting. if T can answer any further questions plcusc let nie know (206) 277 -5249. SADFY CORPC?RK110N Mike] Hansen Senior VP of Property Oparallons (206) 277 -5249 c. Allen Johannessen Kip Kolodziejski C R EC� LA MAR 0 3 2006 PERMIT CENTER ,:CORRECTION '..TR # Do S�� fn7 REAL ESTATE DEVELOPMENT SZbey COr porro:ion 2a61281 B700 main lfig CGNSTRUCTIONIARCRITECTURE U201Tukw 'Ia1nternationalBlvd.,AthFloer 206!2824951frxline INVESTMENTS Sealtl e, lAlash ing con 9814851 Z : ww h,sabey corr. I � , z H �W U UO U) a' W3: J f- CO U- w O J U. Q' co D _ C1 F. w z 1-- z H- UJI5 U� O CO3 0 H = U. L O ..z w U =, O~ Z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /Www.ci.tulovila.wa.us RE. VISL. SYJBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 21l t ° !o Plan Check/Permit Number: T) O 5 — q0 ❑ Response to Incomplete Letter # [� Response to Correction Letter # Revision # _ after Permit is Issued FE B 1 a .2006 Revision requested by a City Building Inspector or Plans Examiner PF. tM1 -r C Project Name: �eL k& �y"s Project Address: Sim 33 1 1 S I so o r PC, Contact Person: Koo k LXVz1 e1 i1L 4 Phone Number: 2b Sg1'1 Lo Summary of Revision: Sheet Number(s): G • 0, q-, I. I 4 2-4. 1 0 42's. / r -4 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on D U pp ications orins -app ications on me evision submittal Created: 8 -13 -2004 Revised: Z �~ W JU UO 0 W= CO LL w LLQ �D = �w K W O 25 U ON 0 I— wW U-� �- O Z U= Z R A MA L , 'mow � felephone 206.62 -1.7241 S N A C K S " WWW.SAHALESNACKS.COM S NArIr � Rrrrre PO LIOX 934B .SEATTLE. WASHINGTON 38144 Department of Community Development 6300 Southcenter BI, Ste 100 Tukwila, WA 98188 -2544 February 3, 2006 To Whom It May Concern: On behalf of the request from the Public Works Department regarding our Development Permit Application Number D05 -467, I spoke with Mr. Dana Dick of Val Vue Sewer District to determine: if a Bio- enzyme unit shall be utilized at the new Sahale Snacks Production facility at 3411 South 120 Place Suite 100, in Tukwila. As a result of my phone conversation on January, 30 2006 with Mr. Dana Dick, we determined that of our proposed business operation will not require a Bio - enzyme due to the low discharge of grease from our product and processes. Val View -SeMr:b'ttd6t will continue to monitor the discharge from our Se ; ;:a`r �d etermine if and when a Bio- enzyme unit will be required. `'s mann t`l4ana er ...... :1f:..... _r af Snacks � Z Z Z Q � Q C JU 00 Cl) O w= J � U) LL W LL Q N D w z�.. F - O Z t-- W U� o U'. o � w do .. Z. w U= o� Z CC: ` Kip Kolodziejski Burgess- Weaver Design Group Dana Dick Val Vue Sewer District � Z Z Z Q � Q C JU 00 Cl) O w= J � U) LL W LL Q N D w z�.. F - O Z t-- W U� o U'. o � w do .. Z. w U= o� Z Non - Residential �, Department of O Natural Resources and Parks Sewer Use Certification King County (To be completed for all new sewer connections, reconnections or change of use of existing connectioris. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new sewer customers. The charge is collected semi - annually. All future new service which uses metropolitan sewage facilities shall be subject to a billings can be prepaid at a discounted amount. capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or Questions regarding the capacity charge or this form should be referred to residential customer equivalent for a period of fifteen years. The purpose of King County's Wastewater Treatment Division at (206) 684 -1740. the charge is to recover costs of providing sewage treatment capacity for (Please print or type) Owner's Name �� CO o &__h p^V (Last, Virst, Middle Initial) Subdivision Name Subdiv. # Lot # Block # Building Name (if applicable) 1n17i�PLG4Tf: ks.4 r d�2 Property Street Address City, State, ZIP r Owner's Phone Number ( 2o(. ) 21 I � — 1 577 1 or Owner's Mailing Address (if different from above) Property Tax ID # 23 " Party to be Billed (if different from owner) Party's Mailing Address: City or Sewer District vtA 2— Date of Connection qqJ STjutt Side Sewer Permit # D.5 _ >; Property Contact Phone # ( ) Demolition of pre- existing building? O Yes No Type of building demolished Sewer disconnect date A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures •al Fixture Units Public Private Public Private Bathtub and Shower 4 1 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 / Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units RCE 20 B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: taboo ,±�+2�E5,SiN�• Estimated Wastewater Discharge: 40 Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day 2 RCE 187 C. Total Residential Customer Equivalents: (add A & B) CITY OF T A 5r� FEB 10 2006 B PERMIT CENTEh RCE t�>Z 0+ I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative Print Name of Owner / � p /� �� Q� Representative Date 2 ! 6o 1058 (Rev. 1 103) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer >- w..:,,., esnnra. sM! Sa1 fl* X?> �Gtif4Y�? F? !:'A4lCnRt'�.Vc� °PY%'�59F,r�fx • I . �a Z `~ W JU UO CO w= D U_ WO J U_ N Of = W H Z I... H O Z H W UJ � p U 0 1.— UJ H F- �O Z w L) U) P: H O Z Look Up a Contractor, Electrir or Plumber License Detail a { r Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scot- of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License SABEYCI033KM Licensee Name SABEY CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601532164 Ind. Ins. Account Id 33122102 Business Type CORPORATION Address 1 12201 TUKWILA INTL BLVD Address 2 4TH FLOOR City SEATTLE County KING State WA Zip 981685121 Phone 2062814200 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/14/1997 Expiration Date 1/6/2007 Suspend Date Separation Date Parent Company Previous License DASCOC *066KD Next License SABEYC *953RE Associated License Business Owner Information Name Role Effective Date Expiration Date SABEY, DAVID A 01/01/1980 POOLE, LAURENT D 01/01/1980 HARMON, JAMES N 01/01/1980 Bond Information Bond Company Bond Account Effective Expiration Cancel Impaired Bond Received Bond Name Number I Date Date Date Date Amount Date HARTFORD FIRE Page 1 of 3 https:H fortress. wa. gov /lni/bbip /printer.aspx ?License= SABEYCI033KM 03/08/2006 Z Z ul �U 0 to 0 W = F- CO LL W O. U . V) = a �W Z F- 1-0 Z 1— �5 U� O W, I— WW O Ill Z U= O Z i GENERAL NOTES EXITING LETTER ARCH INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING ADJ - ADJUSTABLE 1. PROJECT ADDRESS: STANDARDS AS PROVIDED BY THE BUILDING OWNER. MECH - MECHANICAL AFF -ABOVE FINISH FLOOR MEZZ - MEZZANINE SAFiALE SNACKS TENANT: 2. GENERAL. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALT - ALTERNATE MFR - MANUFACTURER INTERGATE EAST BLDG. 2 Sahale Snacks GENERAL CONTRACTOR: DIFFERENT TRADES. ALUM ALUMINUM MIN - MINIMUM 3311 S. 120TH PLACE P.O. Box 9345 Sobey Construction - TUKWILA. WA 98168 Seattle, WA 98109 12201 Tukwila Ent. Blvd APC - ACOUSTICAL PANEL CEILING MISC - MISCELLANEOUS 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. Fourth Floor APPROX - APPROXIMATE MTD - MOUNTED 2. APPLICABLE CODES & ORDINANCES. ARCHITECT: Seattle, WA 98168 ry 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCH - ARCHITECTURAL MTL - METAL A BUILDING CODES Burgess Weaver Design Group ►R� l ACT - ACOUSTICAL CEILING TILE N/A - NOT APPLICABLE INTERNATIONAL BUILDING CODE - 2003 1326 - 5th Avenue. Suite 500 STRUCTURAL ENGINEER: ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON ccR.oRwt oN AV - AUDIO VISUAL / Seattle, Washington 98101 STRUCTURAL Engineers Northwest Inc. P.S. NIC - NOT IN CONTRACT g rs , SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. BLDG - BUILDING NTS -NOT TO SCALE BOT - BOTTOM B REGULATIONS NFPA Fax: 206.587.7122 Seattle, WA 98115 & ORDINANCES Tel: 206.587.7120 6869 Woodlawn Ave. NE 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID OC - ON CENTER C ACCESSIBILITY ATTN: KIP KOLODZIEJSKI Tel: 206- 525 -7560 UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. CAB - CABINET OFF - OFFICE INTERNATIONAL BUILDING CODE - 2003 Fox: 206- 522 -6698 CL - CENTER LINE OPNG - OPENING ICC /ANSI 117,1 ACCESSIBLE do USABLE BUILDINGS AND FACILITIES - 2003 BUILDING OWNER: ATTN: DANIEL M. LAKE 6, WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL `mac " -'''" CLG - CEILING Sobey Corp. NOTIFY CLR - CLEAR OVHD - OVERHEAD 12201 Tukwila Int. Blvd MECHANICAL ENGINEER: p - PAINT IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED r DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN COL - COLUMN 3. GENERAL BUILDING DESCRIPTION: Fourt h Floor TBD - Bidder Design Build by G.C. THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD X. bub �3eried,cto PART - PARTITION TYPE OF CONSTRUCTION: - VB Seottle, WA 98168 CONIC - CONCRETE PERF - PERFORATED FIRE RESISTIVE SYSTEM: SPRINKLERED Tel: 206 277 -5271 ELECTRICAL ENGINEER: TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE Cir• of Tt�f will: Building Official INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF 6300 �olnllce+aer R:�.1. CONF - CONFERENCE PERIM - PERIMETER OCCUPANCY TYPE: F1 FOOD PROCESSING Fox: 206 -281 -0920 TBD - Bidder Design Build by G.C. OWNER OR ARCHITECT. Tukwila. WA 931611 AREA OF BUILDING SECTION. DEMO - OEMOLITION PERP - PERPENDICULAR ATTN: SANDRA SUSKIC EPT -- DEPARTMENT P� - PLASTIC LAMINATE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: FIRE /LIFE SAFETY ENGINEER: ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ��• Bcmc�ao F - DRINKING FOUNTAIN pLYWD - PLYWOOD CORRIDORS: 1 HOUR TBD - Bidder Design Build by G.C. ur Prr o ecxt»ersation lofty, in cuojuactma with the Sah rna ale Tnl lmpro�^entent Projat I;pmti ct 11 DIA - DIAMETER SPRINKLERS SHALL COMPLY WITH 1BC 903.3.1.1 D05467) SatK y C orporstim aclotow1cdLws that when the adjaccnt cmpty warehouse � QTM - QUANTITY Is DIFF - DIFFUSER AND NFPA13 REQUIREMENTS OF QUICK RESPONSE HEADS 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ouc*ed by anotlttr icwnt efeectin tkxua g the egrets for Illbeled _A- and ••R•• we will canuruci DIM - DIMENSION ( R RELOCATED ) ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO the co& rcWiEW exiting DTL - DETAIL RA - RETURN AIR 5. EXITS If i can a , I ,�,� T any LEGAL DESCRIPTION DWG - DRAWING REC - RECESSED TOTAL APPROXIMATE SURE AREA: 19,992 LEGAL DESCRIPTION: SECURE" AS REQUIRED. NOT SCALE THE DRAWINGS. DW - DISHWASHER RCP - REFLECTED CEILING PLAN APPROXIMATE AREA OF CONSTRUCTION: 12,105 iunner altcstions pit�uc Ict cue know {206) 277.5349. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, 'FURNISH AND INSTALL, CONNECT, OR SADF:YCOIt.POfCKIION EA -- EACH REF - REFERENCE OCCUPANT LOAD FACTOR: 100 PORTION OF GOV LOT 15 IN SW 1/4 OF SECTION 10 -23 -04 BEGIN NW CORNER OF SW EL - ELEVATOR REFR - REFRIGERATOR NUMBER OF TOTAL PROPOSED OCCUPANTS: 200 1/4 TH S 01 -46 -02 W 107.22 FT TH S 87 -33 -12 E 512.24 FT TO POINT OF BEGINNING ELEC - ELECTRICAL NUMBER OF EXITS REQUIRED: 2 TH S 87 -33 -12 E 214.16 FT TH N 78 -40 -52 E 415.05 FT TO WILY MARGIN OF E MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 1 ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH REL - RELOCATE ELEV - ELEVATION REV - REVISION OR REVISED MINIMUM EGRESS WIDTH REQUIRED: 3' -8 ". 3' -0" O DOORS MARGINAL WAY TH S 16 -31 -41 E 241.92 FT TH S 28 -02 -57 E 104.42 FT TH S Milkellia r. EQ - EQUAL RM - ROOM COMMON PATH OF TRAVEL: 75' Senior VP at•Plroperty pperations EQUIP 17 -01 -47 E 100.50 FT TH S 11- -19 -15 E 13.28 FT TH N 58 -13 -58 W 473.87 FT TH S - EQUIPMENT 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE (206) 27-,-5249 01 -46 -02 W 37 FT TH N 88 -13 -58 W 307.80 FT TH N 01 -46 -02 E 373.93 TO POINT -s2a� RO - ROUGH OPENING fi. PROJECT DESCRIPTION: OF BEGINNING- LOT 1 OF CITY OF TUKWILA BOUNDRY LINE ADJUSTMENT NO L2000 -042. 'L� SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION EXT - EXTERIOR RTD - RATED NON - STRUCTURAL INTERIOR TENANT IMPROVEMENT. DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON C. Allen FA -FlRE ALARM SCHEO - SCHEDULE NEW PARTITIONS. DOORS. FINISHES. TX PARCEL ID j 102304906,9 A BIWEEKLY BASIS. K "�' FD -- FLOOR DRAIN SF - SQUARE FEET /FOOT SHT - SHEET FE -FlRE EXTINGUISHER 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO FEC - FIRE EXTINGUISHER CABINET SIM -- SIMILAR THE TENANTS. FIFE - FINISH FLOOR ELEVATION SPEC - SPECIFICATION S TREET MAP DRAWING INDEX 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF FIN - FINISH SPKLR - SPRINKLER WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING FLUOR - FLUORESCENT SPKR - SPEAKER "' 1 ^o'' A".* DRAWING ISSUED '�' EQUIPMENT, CASEWORK, FIXTURES. FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING FLR - FLOOR :Riwttat�Bsaliirarr SID - SQUARE Task �d'o`P�"� 7atn11r =- �••,•_ MANAGEMENT. FO - FACE OF ,t. WR 0 0 FOIC - FURNISHED BY OWNER, INSTALLED STD - STANDARD 4' LATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER BY CONTRACTOR „� P"ond • ., ;' soaa} - Ol i 14. ADE Slt -STEEL �enfia7 e< r� �► txendce Q 01 n N t - . . P�.a O th 010 • � �+ "�.�, R3iererC -or. t •� .� ♦ � DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS FTIC - FURNISHED BY TENANT, INSTALLED STOR - STORAGE to �: > /I„d Corra!rr = ! . �► � H Pn OURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN BY CONTRACTOR + � � �- L'ru0. ; t�• ;;�s4 NI "I THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. STRL - STRUCTURAL B FURR - FURRING STRUC - STRUCTURAL �K '�� ". s f v 'I`; 4''e GENERAL - - s. X X X ; -- GA - GAUGE SYMIM - S'YMMETRICAL - , G.0.0 COVER SHEET PROJEC INFORMATION f :.. �,,� 7 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND GC - GENERAL CONTRACTOR TBD - TO BE DETERMINED t �'�, a `'s ` X ° X , X G.0.1 PROJECT NOTE SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE au► ts oevtto►rrNT sreeycaoaro� e7JO/w.wlK PREMISES SUCH AS: COMMON HALLWAYS FR I GHT ELEVATOR VESTIBULES CONSTROCTION:ARCKITECTYA TEL - TELEPHONE OR TELECOM t 1) 1O1 uwla4.tim�tiowtl6we.IInF•cr r�a:e2�sllah -e GL - GLASS 8ervtliy So✓rhem 1 '~ Bry'n#fWWOPW 111TECTURAL INTERIORS r:e.pha �P e , ETC. IMVES1A�tNTS StaMGYr�pEa'7ebe'17t '""�S7Of+'°'" - GYPSUM WALLBOARD TEMP - TEMPERED GWB "` tie 3 `�slgiway X X X �- -r A. .1 SITE PLAN HC - HANDICAPPED THK - THICKNESS ti, -e; �, 'V me 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. ty - esulward Part ;; - i ? X X X; 1 1 DEMOLJTiON P�,�W_. HDW - HARDWARE 70 - TOP OF o _ - 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE HM - HOLLOW METAL (STEEL FRAME) TOS -TOP OF SLAB �� A. • '� -� �+ X X � X f - - --I- �-� A. 1 T� P LAN _ LANDLORD WITH ONE SET OF "RECORD' AS -BUILT DRAWINGS. X X X: A2B.1 REFLECTED CEILING PLAN HR - HOUR TYp - TYPICAL �' Saif1: Riveltan INCL - INCLUDED OR INCLUDING LION - UNLESS OTHERWISE NOTED o Pao R X i X! A-2C PO AND EQUIPMENT P LIM 18. ALL MATERIALS TO BE NEW LION. INFO - INFORMATION UPS - UNINTERRUPTED POWER SUPPLY Evattsri �c` E P "'� Faye INSUL - INSULATION VCT X X X - A. 1 SCH EDULE - VINYL COMPOSITION TILE =• " oory °. 16- 1 X X X ' _ .. stirac ' •; a � ' 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW LAV - LAVATORY VIF - VERIFY IN FIELD t e STRUCT WORK AND AS REQUIRED FOR FINISHED APPEARANCE. LL - FOOT W/ - WITH j .o s Ss� p o I i ! T i MAIL MATERIAL WC -WATER CLOSET Q WD WOOD Hlphlina . .. , s' Tufcwlla s I X x . i S.1 STRUCTURAL PLANS SECTIONS AND NOTES - F l:v�: �e:4 •o 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, MAX - MAXIMUM MDF - MEDIUM DENSITY FIBERBOARD DEFI N ITIONS AND DIMENSIONS KEY PLAN �.,•. 10 BLOCKING. AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL W/O - WITHOUT OTHER ITEMS REQUIRING R. "- _ - I 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. / FL PEGRESS PLAN - 1 : 25' 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AN REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) a DEFINITIONS: 26,860 SF. COPIES FOR REVIEW. 1. 'TYPICAL." OR "TYP INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION IBC ALLOWABLE IS 35.423 FOR F1 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK NOTED. SEE EXIT LETTER DATED 3 -2 -06 FOR OCCUPANCY COUNT SEE USE WITH SPRINKLER AND AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO FOR FUTURE EXITING A.2A.1 SETBACK BONUS'. ARCHITECT THREE (3) COPIES FOR REVIEW. 2. SIMILAR' OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO REQUIREMENTS 2 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE THE CHARACTERISTICS FOR THE CONDITION NOTED. COMPLETELY PROVIDED AS IF DRAWN IN FULL 3. "AS REQUIRED` INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE UST OF EGRESS COMMON PATH OF TRAVEL: 68' COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. PATH AREA OF WORK F1 OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE UST. THE ARCHITECT 4. 'ALIGN' INDICATES ACCURATELY PROVIDE FINISH FA ES OF MATERIALS IN STRAIGHT. WILL DEFINE THE INTENT OF ANY IN QUESTION. TRUE, AND PLUMB RELATION ADJACENT x' ACENT MATERIALS. DOOR A ip m E n s o m m o n s o m m o o m m own EW Ex:' cX ? Ex.- =xR EX;T NS 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND B. DIMENSIO: ■ SYMBOLS - - ~'� i ■ . i ■ EXISTING CONSTRUCTION. CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE Ei - ■ ^ ` ' ■ NOTED. ELEVATION REFERENCE SYMBOL INDICATES FINISHED 2, ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT. TRUE U DETAIL ID SURFACES TO ALIGN do PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER- ■ A. STRUCT DRAWINGS - • M ■ SCALE DETAILS L R DRAWING TITLE BAR DETAIL IDENTIFICATION C. SMALL SSE DETAILS 40' DEAD 0 I �- ■ �sEl+c wotot� �, ■ SHEET NO. DRAWING TITLE D. ENLARGED PLANS AND SECTIONS - - i L PA E D GRAPHICAL. SCALE E_ FLOOR PUNS SECTION REFERENCE SYMBOL A TITLE 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE m s o to 0 OTL 1 M o s - t • REQUIREMENTS SHALL BE MAINTAINED. FLOOR ELEVATION SYMBOLS 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS - - • ' 92' -0 +1' -0' NOMINAL FLOOR OTHERWISE NOTED' DETAIL REFERENCE SYMBOL �- ELEVATION 5. VERM& DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF HEIGHT (ABOVE /BELOW) FINISHED MATS, UNLESS NOTED ABOVE FINISH FLOOR - "AFF". cx - - :, _ - BUILDING SPACE / ROOM ID Ex_ DOOR B t OFFICE �-- SPACE NAME 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF AND 1127 -�- SPACE NUMBER SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER COUNG EXISTING 2 HOUR NE GRID LINE SYMBOL 1127 MAJ SS OTHERWISE NOTED. EXISTING 2 HOUR Go��N / DI U l ;1 DOOR SYMBOL �) 7. DOCUMENTS ARE DRAWN 041GRA ICA MATLLY. AND SCALED gft#EPMSIOPlS ARE SEPARATION 40 FOOT DEAD ENO PER IBC 1016.3 EXCEPTION 2 SEPARATION ,, APPROXIMATE. DIMENSIONS SHALL_ IN DICATE REQUIRED SIZE, ,AN REQUIRES SPRIT NCLER SYSTEM TO COMPLY WffH 18C 903.3 -1.1 Li 2 0 - J L RElAT10NS HIPS ARE INDICATED BY AS NOTED. c DOCUMENT SHEET SYMBOL GL x ­­-a- KEYED SHEET NOTES GL PROJECT SITE DATA MANAGEMENT NOTES USE CLASSIFICATION: NTS L ANE ® AT G1 {- AZING ZONING: SYMBOL ZO MIC/H MANLIFACTURWIG INDUSTRIAL DUSTL CENTER /NAVY 1. ALINE 1 �- REVISION NUMBER AREA: .•i88 46.20 ACRES PlLJ1A1G. 1210111101111L. NO FW PiiDFUTIOII DIINIIIGS IN SILMaEMTNII' M THEE ORAINIM THE CON AACTOR 9'YF t� L COMTE THE SM OF EADi CO1MS� Y G 016MEER NTH THESE OWN= NO THE TBWIfT E&S"." G OFFICE PORTION OF F1 UIL BDING AREA: EDIT 9UN I'ADIS NO SAL WW THE NINIEX'T OF ALL WIN A +Mi111 �$T 2 HOUR SEPARATION PER NON SEPARATE USES SULDMNG IL 1 98.564 S.F. FM Q/ AW 111= 1111511111 M CdFW ON TIES£ CGS OR 1W TO TOM WI MOM 302 -3.1 = BLOLJINIG 2 107.489 $ -F. AREA OF WORK 51OEL7FICAlIOMMS BEAU. BE ColelECIED 8Y TIE CoMMnMCIOR A MO DIM 10 TIE O1111IR T)IIMIT OR THE BUILDMMG 3 201.360 S -F. 1�ECL 1 BIALDING 4 115.010 S-F. EIUILDI�IG 5 217.355 S.F. '�:.� `� Z t 6UtI DIINIG 6 5.352 S-F. 1 Y �� 1 ►' '_.�' �` A. ALL i SHM On TIE MM IEU W 10 p IS G IS U" ISIS THE �T PIBESEW COL GIONLEDsE Wr .WNW fay OF AI�I�J Xf.1HE CIa1MI�ltCM 9+�I.: FEU VENIFY DOW COMIXI Mls No �, -'i/ TOTAL AREA 745.130 S_F_ 1 r te ^• 0111105M IMO SW&L WAFY nE of AW a�aa M c,MMM AUNUMv 1E f IIrs�L1�a _ t I� POW 10 I�MIOCEEW 1N II HE III OF I= AFfWM ARDI l 10 �r iillllOUr PRIM 10 SE15i�C Z ONE 3 r :.% - - L C all 6sIwICI C1 I 1 19 Lam P 11W TOE Mar IIMelSiol®. RjjSH IMO SWK SM 7W DOW SIRIL?IJifE OR om .!E w• PARKs116 RED} COMMIE OF A §N= ItlUM AS Soft OFTICE: 36.226 S-F_ X 2-5/ 88 STAL 5 Qjr of 11� MANt�AC �RIwG ;,: s6- . 1 42 S / � .F. x � . 56 i ST ALLS ; G'r► � .�` wA1tEHOL.•SE: a 54.479 SF. x 1 /2.000 n ST&:.S t 1111 nhJ1 TRA CO 000CI� 9MILi E LINE L qal 4W IaTOI s TI'E OF Air W=M DI W 1� TMtIAIX;S 10 1p A tSSR COlil[1MCF M TIE 1�G5 AO TOTA, RED 7 S'A>L;.S 4 FME 'F IE� 1J� . olOr>lE FIRE � Ai AIL P�I�f OF rK M0 ES AS MKI ED Dr K f a kiEFAwG KA!t'�" S 1 OWNER 00 C 5 L✓ � r � A *f % CW "i 40 WWY LOOMS OF 594 CR L IEC?J�JI = � Mims In 350 own CO�Is WW To �>R QA 0"M OF sm 1>R S7i>< mm � � GYN NMIF *f ANCHk;U CF 4W Cop= PR 10 gMNM SM 6 T4 C7 IC> P 9111111.1 K *906W lO MrC R 000 Wk afI = 16 MUM 1W Ni WLL NQ r MoIIr� - V� can MEIMi � �� �Ilf�a w. +Ieret• »:�v►at�M s sltllm 1, MMM�M. ad a NNIML c 41 %01111 >R=M 911111111i SOMM ADM !� 111110 ff 0 > IM M� OF low vr�iw t � am 0 MMr am � �'� 'r a�-',sd1r1 dMommItIIt dw as � "ME i84 4110M � 1 W IK 4C >! L E WL �t 111,111M II la � � 1M Vona IBM 9MrL E CO�MQA of #ct _ '� Iw 41, 11E !# 1U 1[ S16�M 9111116k CCU' slop N1F =ESL G+� IL 1 W � 9i1 1M 1L V WS 48 !Or1�ls Is NL 17'8iS r# BW M M�JM. EI MM 11>>A9 NO WL Vann 16 'BL AS 9ML! ms's MW � � IK 2 � C W f>�fi� SU P NAQR JA �S R �� OL40M C@ Gay Of A111111:1 t -- - _. _ s ,...LWw a�L. _ Ir A Tenant Improvement for SABEY CORPORATIQN 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 j !BAHAL"E "t swA SNACK � as rrje- Tenant SAHALE SNACKS INTERGATE EAST 3417 S. 120TH PLACE TUKWILA, WA 98168 Burgess Design Inc. DBA: 41 -b ura ss. wea DESIGN GROUP 1326 Fifth Avenue Suite SW Seattle. Washington 98101 206 567. 71 20 T 206 587.71 22 F AN repraductlon & intaMactud properly I'loft nasened c 2004 Approved by: Dote: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT. FINISH SELECTIONS, SCOPE OF WORK. AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THOR OPERATIONS. USE OF THE SPACE, FURNISHINGS. AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. ' CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION. AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESKONER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCLAIE NTS eY BOTH THE BUILDING OWNER / REP f MENTAITVE AND THE TENANT. F?33 essic -c sec, 7196 AFOITEECT !r / G. KOIAOEq %+ CF WASHINGTON i 4S7 PERMIT SET 12/30/05 1 REVI 02/10/06 A REVWON 03/02/ •dn► OF A COVER SHEET PROJECT INFORMA U 11 m T • �. �•:tl► .'I'w1E• fir'.• VVI-0. ' -w- G *0*0 i PROJECT NOTES QeASIQI,I 1 - GENERAL QQ 0mom Q1 01 0 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS WEAVER WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS WEAVER MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION WORK. SUBMIT TO ARCHITECT THREE (3) COPIES FOR APPROVAL. 6. MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT. 7. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 8. CONTRACTOR TO PROVIDE ALL FIRE /EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE /EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS. AUDIBLE ALARMS. STROBES. SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 9. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 10. ANY MATERIAL USED IN CONSTRUCTION SHOULD MEET CURRENT FLAME CODE REGULATIONS. 11. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. DN.sroN u - s m wORlc 42050 - DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOUTION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE /DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABELING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION PER THE PRICING PLAN SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL. OR FLOOR AS REQUIRED. 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "UKE -NEW FINISH ". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. 06100 -- ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING. BLOCKING. ROUGH FRAMING. WOOD CURBS, BUCKS. HAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH C.f 2PENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS. HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 0600 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD. MED. DENSITY, WEIGHING <4O LB. /CU. FT.," THICK. 3. CABINET HARDWARE: EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES. SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS. 4. PLASTIC LAMINATE: HIGH - PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR. PIONITE, AND FORMICA. LAMINATE TO BE GENERAL- PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. 6. SHELF EDGING TO BE VINYL 48210 - WOOD DOORr' 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME UNLESS OTHERWISE NOTED. 3. DOORS SHALL BE PRE- MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. PROVIDE SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. w 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET A.D.A. REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE. 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4 TEMPERED SAFETY GLAZING, UON. 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DMION IX - WASHM 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS. LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED. CONVECTOR OR RADIATOR ENCLOSURES. FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN AUGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE. LION. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS. BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPUCABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE N UNLESS OTHERWISE NOTED. PROVIDE "M /R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, LION. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI - EXPOSED. 10. PRIOR TO RECEIVING FINISH. ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEIUNG WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES. DUCTS, CONDUIT, OUTLETS. SWITCHES ETC. ON BOTH SIDES OF CROSSING /PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBUES. 09500 - CFIHNG 5USPENSION SYS11 S. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING W ONLY. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES. REGISTERS. DIFFUSERS, SPRINKLERS. AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN TILE. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE. LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12' -0 ". ANCHOR AS REQUIRED. 09530 - ACOUSTICAL TREATMENT 1. PROMDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. 09650 - RESIUENj FLOORING 1. PROVIDE VCT. SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER - REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12 ". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4' OVER 10'. 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE STAINS REMOVED. 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION LION. 0968Q - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE - 1/4 OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING -AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE ARCHITECTURAL SPECIFICATIONS MANUAL` (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B - CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK. REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK. ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM LION. DBOW Xr - ELIMIRM 12500 - WINDOW TREATMENT 1. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. 2. ALL INTERIOR RELITES TO RECEIVE 1 MINI - BUNDS WHERE INDICATED IN DRAWINGS. 3. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. Qumm XY - YEt'J mmm 1540 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS. ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S). VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS. 4. PROVIDE HOT AND COLD WATER TO SINKS /DISHWASHERS. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15500 - FIRE PROTECTION 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD AND LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY UGHTING, EXIT SIGNS. FIRE ALARM SPEAKERS. STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS. FIRE RATED DOORS AND FRAMES. FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A - OBC 5 - LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DID HOSE WITH VISIBLE PRESSURE GAUGE. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, LION. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE- A. LAYOUT. LOCATION. AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RSERS AND WALL. HYDRANTS 7. CONTRACTOR PROVIDE INSTALLATION DES" DOCUMIMTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15800 - HEATING VENTILATING AND AIR CONDI TIONIN G 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. 3. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, do SIZES OF GRILLES do REGISTERS. 4. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS. Qh1m XM - ELECiRIf`JI 16000 - FIECIERICAL AND Tel ECOMMUNICATI 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 15" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATIONS, ALL DEVICES SHALL BE GANGED UON. 6. GFI CIRCUITS TO BE LOCATED 24" FROM FAUCET CENTERLINE, PER CODE. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: 'ISOLATED GROUND' OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND' OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY` OUTLETS SHALL BE RED. AND - DEDICATED - OUTLETS FOR 'CLEAN CIRCUIT' FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVERPLATES SHALL BE BUILDING STANDARD FINISH. UON. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS. ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHO AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS. OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS. J - BOX LOCATIONS. CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL. TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE. ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL. AND COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK -TO -BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE ARCHITECT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN /BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER do DATA DEVICES. REFER TO DESIGN /BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPUNE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER /DATA & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS. FINISHES do CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER /DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 16500 - ,UGHTING 1. LOCATION OF SWITCHES SWILL BE SHOWN ON THE REFLECTED COUNG PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48' A.F.F. TO MEET THE LATEST HANDICAPPED CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION. ALL SWITCHES SHALL BE GANGED LION. 3. DOWN LIGHTS SHOWN IN THE CENTER OF COUNG TILE WITHOUT DMICAM ARE TO BE LOCATED IN THE CENTER OF CEILING TILE, UON. 4. REUSE ALL EXISTING B/S FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD PROJECT. PERMIT DRAVANGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO CO&OAENCEMIENT OF WORK. 6. ALL OFFICE AREAS LESS THAN 300 SO. FT. ENCLOSED BY WA OR COILING PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS. SHALL BE EQUIPPED WITH OCCUPANCY SENSORS. PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE A. CJRCU -91W AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. UFE SAFETY EQUIPIMEN T. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECFXATK)NS 8. CONTRACTOR PROVIDE MS''AILLATiON DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. A t W 3: - '1 "Ithd ' %It.'� A Tenant Improvement for SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD, FOURTH FLOOR SEATTLE, WA 98168 f S y S N A C KS' S NAC K 3 •Ermc Tenant SAHALE SNACKS INTERGATE EAST 3417 S. 120TH PLACE TUKWILA, WA 98168 Burgess Design Inc. DBA: lit, -buT,weaver DESIGN GROUP 1326 Fifth Avenue Suite SW Seattle . Washington 98101 206 587. 71 20 T 206 587.71 22 F NI reproduction A intellectual property rights reserved c 2004 Approved by: Dote: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS. SCOPE OF WORK. AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE. FURNISHINGS. AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION MID /OR INITIATION OF CONSTRUCTION. AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS. SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTXM DOCUMENT'S BY BOTH THE BUILDWNG OWNER / REPRESENTATIVE AND THE TENANT. F'C�ess .. sec 7.9E � --- 77 7 r ^ Z,F4 NOV 1 4 ZW7 PERMIT SET 1 2/30/05 REVISION 02- 1 0_- 0 6 2 REVISIO + 0 3/0 2/06 amr� - y ., .. NJ n 4K PROJECT DOTES .o.l i& I �::.... . -- . .... r . ... ..�_ � ,�,� � ,w wr� . ����l. �.�` , � - . - .r.. - ,a..�t� :may... _..• ...� ltic f, - •_ Ewa.. a �: `•' '0 +1rr. «"'::+l�iA.vr .' ..74�e. !'�j9 <>�!. � .riC'wiii .r...i • _ . .:- .. _� . _. , .... �.. • � ..ar.. �,.,�a T. ' � - _ .1. .. s .._ - mss_ _ . .ter �. -�..� .� .._._ . ... ._ . _ts .� _ - p - �_ - Mo og _ so _ -- r . - l i 1 1 1 1 i 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 e 1 I 1 1 1 1 I 1 1 1 1 1 , 1 11 {11 1 1 11' 1 , 1 1 , 1 . 1 t 1 , 1 1 3 ' l � I l 1 Vill t , 1 1 Y l 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 , 1 � , 1 t i 1� 1 1 Ir i 1 ' � 1 s ' 1 t •�— i 3 1 _ Sir PLAN SHOWN FOR RFr ONLY. S EE A.". I & A_2A. 4 FOR &T WORD;. O C_�7'ANC\E Oi Pk S 1,I~ AR" A LU - , LAN te. 1. ,SITE PLAN n� e 3r �•• �- ^,Jh, ft A Tenant Improvement for SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 j 5AHALC i SNACKS I,f rJfR - Tenant SAHALE SNACKS INTERGATE EAST 3417 S. 120TH PLACE TUKWILA, WA 98168 Burgess Design Inc. DBA: burgess- weaver DESIGN GROUP 1326 Fifth Avenue Suite 500 Seattle. Washington 98101 t 206 587.71 20 T 2 0 6 5 8 7 7 1 2 2 F All reproduction R intellectual property rights reserved c 2004 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATW AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOC UMENTS. APPRovAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS. SCOPE OF WORK. AND ALL DIMENSIONS REGARDED By EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS. AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION. AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS. SHAD BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. 7 "x / t { G. STA i t t�F W NOV 14 2W7 :.- Ijj,° ,.mss- -�• - Cc-F PERMIT SET 12/30/05 , REVISION 02/10/06 2 RE VISIO N 03/02/06 O Mm �CF 23AVE SlI PLAk A.0e I ice+', _ r ®.. ....... .... t•..r., _r��- �Ai�'►�P— .M ..,,�i�� - � - .—:.2sm - ...: _�.r...,. w. ... +.:.r: i, zaf'.. ..�.,.,.n�s• :_�,; � �. `' .. '3w' :A'S/li.s t _ .+-� � r - A� 1�. `1►. t ��� s.�� >� � � an...� *IL vf!_ i DEMOLITION PLAN ^,Jh, ;IF �r tr I/ r. ` 1 • — O . I Si I� II ONLY EXTERIOR WORK � i I I ON THIS PROJECT I I II IS IN THIS AREA I I I I' 13 I I I H II it DEMOLITION SYMBOLS EXISTING CONSTRUM TO BE KA MEO EXISTING CONSTRUCTION TO REMWN I GENERAL DEMOLITION NOTES 1. mut TO CONSTRUCT ON PLAN! AND CEILING PLAN FOR EXTENT OF DEMOLITION. 2. SAVE AND STORE ALL LIGHT FIXTURES. EXIT SIGNS. DOORS & HARDWARE FOR RE -USE, UON. 3. SAVE ALL DOW PUIMBMIG FD L40 FOR RE -USE. UNLESS OTHERWISE NOTED. 4. REMOME ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FWURES, PANELS, ETC FROM ALL DEMOLISHED PARMIONS. REMOVE ALL OORRE.SIVN NNG CABLES. CONDUIT. WING. M ALL THE WAY BACK TO THE ORDWING SOURCE. UON. 5. REMOVE ALL FLOOR AND MALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED AS NOT IN CONTRA(.•T OR OTHERWISE INDICATED IN THE KEY NOTES. VERIFY W/ BUILDING MANAGEMENT. 6. ALL ABANDONED SNKS do FLOOR DRA dS SHALL BE FOO D. VERFY ALL LOCATIONS ON BUII M MANAGE1ENIT. KEYED SHEET NOTES O DEMO DOOR. FRAME. 40 H NDMIARE - TO BE RELOCATED AND WOMB 1MM APPLrAE. O REMOVE mm OF DQSt>!IG PAITTTTION. O OIMEJN90N SHOWN IS NONTWL. VERIFY ROUGH N ONNEl " WITH CONTRACTOR. 4O 0310M CEILM 18X N THIS AREA O OLITM EDGE OF DQSW STRUC ML BEAM TO R MC SO OUTLIVE OF BEAMS TO BE RADIO M 0 CLUOE CIM BNilM AS N OCESM VERIFY STRLICTURE ISSUES W/ sTRUCnw EmmmEm REk" w11ITTIM TO UICUSIDE of CEILING. LEAllIE r FOR SoIFFIr. O8 REa10ME ALL ASPECTS OF ACCESS FLODTN; RAMP AVID MOM& 9O N MICE ABMOONED SERVER ROOM ELFCTR0L_ 10 REFINE CARPET. 1 i REk" Va. RDIOIIE ALL EXLS'M CUM RZ GAD TO NNW wim EXISW UI mmllE Ale CUM j O RfIN>rTUE PMRTTM TO W-Cr AfF FOR ONA0, 1 S met mi DOMN DOOR 1 =W © Aix l a A 1 � A Tenant Improvement for SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE WA 98168 9AHALE SM Tenant SAHALE SNACKS INTERGATE EAST 3417 S. 120TH PLACE TUKWILA, WA 98168 Burgess Design Inc. DBA. —burl. w e a ve r DE52GN GROuP 1326 Fifth Avenue Suite 500 Seattle . Washington 981o1 206 587.71 20 T 206 587.7122 F All reproduction & int ellectuo► property rights re erved c 2004 Approved by: Dote: CONSTRUCTION WORK SMALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS_ APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT. FINISH SELECTIONS, SCOPE OF WORK. AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE. FURNISHINGS, AND TENANT EOLOPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION. AUTHORIZED BY THE BUIL.DING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SMALL BE INTERPRETED Br THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BU ILDING OWNER / REPRESENTATIVE AND THE TENANT. sec V4s< 9 ED F FRZ G � ;37 RCrlrrECT _MP Nom '` - .les�a STAT, E CF Ur.{S&x, C" NOV 14 2M1 PERW SET 12/30/05 REVISION 02/10/06 REVISION 03/02/06 DEMOL MOM PLAN ?„�ru• 'R r • 4K A*191 i ... . ...�� - - A..._ ' V _ "� r � _ '� iA� � _ _ �'4.7T' � ,, _ a ...r. ♦... �k a{f�ri. _.....rn . r.Y � x.� +- _ 3f ►. « .t .r � .. �.. .. ... _ Xl .......— .. _ r ��e. - - -+�- :4..a � _ _ ,.�. -� �..► _a _ .�.,.�.,, � ... _. _ � _ �._. ... _ . _ .,.. �_ _ .o r *r t Oi a �t v SYMBOL LEGEND I GENERAL NOTES I 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREIA NTS. 2. (ORAL CONIIMM TO FIELD VERIFY ALL E)aSTING CON IONS PRIOR TO COIJMENIZIIENT OF WORK. 3. ALL MITE" PARTITION. PENETFAWiS. AND OTHER OPENINGS N THE BUILDING SHELL SWILL BE SEALED, GASKET. OR WEATHER STRIPPED AS R€QURED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT KMISECTS DUSTING SHELL,/CORE GYPSUM BOARD, REMOVE DOSTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTINNON$, TAPE a SAD SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEIMORK. FD(TURES. EQIJIPHENT. & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. ALL WOOD USED W INTERIOR F&UNG S TO BE FIE- RETARDENT TREATED MOOD. 7. PARTITIONS ARE TO BE BUILDING Sf*AW FLOOR TO CEILING PARTITIONS, WCESS OTHERWISE NOTED. SEE TYPICAL WALL DETAIL SHEET FOR MORE MEORWTOL & DOORS AND CASED OPENINGS WITHOUT DIMENsm OR DETAILS ARE TO BE Lorm 4' FROM ADJACENT OLL OR OR MATCH OWING SUITE STANDARD. 9. ALL OTHER R" DRAINS AND ABANDONED SINK ASSEIA ES SHALL BE CO MO NO READY TO RECEIVE NEW FLOOR FINISH. 10. ALL PLIJM3NG SPE IFXATIONS PROVIDED BY TENANT. 11. SEE NEW POWER, EQUIPWIT AND FINISH PLAN FOR ADDITIONAL INFORMATION. KEYED SHEET NOTES 1O ROUGH N NO INSIAL1Al10111 BY GEaEWIL CONTRACTOR . SIMS SUM" BY TEWYiT. %9&Y ALL REQURI E NTS WITH TENANT. 20 TENANT SUPPLED AND IMAM PLASTIC AIR CUff w. 4 SUPPLED No ?ENANT IiSTALLEO SUMO ALOw w" N REFiI�'RII M 4O OUTIIE OF STRUCTURAL WAM OVERHEAD. SO in CJIRPET N THIS A E& O DEW VU TO RETM 7O DQSTMIG CARPET TO 1"w O MAX as ME AT IE1>> OPI"a 9O PIROMDE NeRL MIN AT THIS PMRTIiw O REST MW AREA WITH PIWT. MATCH OURK OF REMOIED LA IDSM PE1M5 U 11 NEW CONCR in CLI B TO MATCF! EXasW COIOITION& © A" wV PARTITIDN TO EXISTING STfNLJC w ANNIE SD THAT EDGE OF TMb SIM MIK IS R." MATH DOSTING SH VCTUE. - MAW 5-10 M1.010 Haf MITER WAR R AS THIS LDC U= OX CUM < 8> FAMI E 10 91L:OlN FqT MUTER HEATER AT THIS LOCATION ABI E CE1iI0. < @> 2D'0 BACK OF /ILL Q E)QSTING QU-IM TO 9" OF NEW OIL ® PLACE DOORS Al EDGE OF E>aSTIIG PlIIRiTT M MINUS. VERIFY DOORS WK 110 ER THRESIQ1S AND STS FOR YOM COMTRD. 9 PRiD TRWE CWRASTINS FRTI M ON FUSH ON rCT OR M CONCrREW TO cDl`NO�iE CLLR R PATH OF EXQi IETE MW ALL FNIM ON HIJIL,M iN1111Ca W. RUM DaSTW . MW GOilinoR 10 MIINTNN RN11FD ASSOKY 16 IEOM IEPrIRJI! MW 2 NOW SE1WW= WILL 10 IMNQ 0 RRGED ASMay As mMa `® Lam( ONE' EJIS" wx 2� � � 1 t . •LIN,« CONSTRUC PLAN ^ww r Ir �4• 1/r Ir ft w A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 S SNACKS SNACK R &r r&e- Tenant; SAHALE SNACKS INTERGATE EAST 3417 S. 120TH PLACE TUKWILA, WA 98168 Burgess Design Inc. DBA: � u rae� .weaver DESIGN GRD:.P 1326 Fifth Avenue Suite Soo Seattle . Washington 98101 206 587. /1 20 T 206 587.71 22 F NI reproduction & intedectuol property rights reserved c 2004 Approved by: Dote: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND E"LDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS. SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE Of THE SPACE. FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE D£4GNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. ?•O`esslo -ci sec Tt EwAsw4GTON r RMSTEM AFIQUWT 10 ST NOV 14 =T PERMIT SET 12/30/0 i REVISION 02/10/06_ 2 REVISION 03/02/06 af� 33 z' CONSTRUC nON PLAN A.2A. I 1 4 �' ...�._.w�" R4`� �..... -• ... ter► +' 'YV4�i'ww.�� - ` � ._ - - -__ ay.�..'���✓ .s+�1.i/R_ - _ _ _ �'i �. - ��� r � �. _ �' .� w . �� r� ���.�' `� " �� •. •. ��.. AM4 a - —'- �� a� a. • i� -- .. ..rr s a.wr � -► - - r. './' it . 11Y.!ti +1. -. `fit' .1. �' +�R' - _ •obi = +�_ `T' �..� ' �" -_ . ". ' .s. _ _ _ _ __ EXISTING CONSTRUCTION TO KMMN �z7 NEW INTERIOR PARTITION CONSTRUCTION. K /A.9.1 ANEW MNSUlATEO RATED 1 HOUR CONSTRUCTION TO DECK ABOVE. M /A.9.1. 1 CI7R�'Ttf1Ca`�( ✓ ...i� 2 NEW FIRE EXnNG{11 mER ® E XISTTW FLOOR DRAIN TO ROM. AW --- i- a NUMBER OF OCCUPANTS IN EACH ROOM OR AREA` WITH SQUARE FOOTAGE BELOW. 1 S.F. J I GENERAL NOTES I 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREIA NTS. 2. (ORAL CONIIMM TO FIELD VERIFY ALL E)aSTING CON IONS PRIOR TO COIJMENIZIIENT OF WORK. 3. ALL MITE" PARTITION. PENETFAWiS. AND OTHER OPENINGS N THE BUILDING SHELL SWILL BE SEALED, GASKET. OR WEATHER STRIPPED AS R€QURED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT KMISECTS DUSTING SHELL,/CORE GYPSUM BOARD, REMOVE DOSTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTINNON$, TAPE a SAD SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEIMORK. FD(TURES. EQIJIPHENT. & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. ALL WOOD USED W INTERIOR F&UNG S TO BE FIE- RETARDENT TREATED MOOD. 7. PARTITIONS ARE TO BE BUILDING Sf*AW FLOOR TO CEILING PARTITIONS, WCESS OTHERWISE NOTED. SEE TYPICAL WALL DETAIL SHEET FOR MORE MEORWTOL & DOORS AND CASED OPENINGS WITHOUT DIMENsm OR DETAILS ARE TO BE Lorm 4' FROM ADJACENT OLL OR OR MATCH OWING SUITE STANDARD. 9. ALL OTHER R" DRAINS AND ABANDONED SINK ASSEIA ES SHALL BE CO MO NO READY TO RECEIVE NEW FLOOR FINISH. 10. ALL PLIJM3NG SPE IFXATIONS PROVIDED BY TENANT. 11. SEE NEW POWER, EQUIPWIT AND FINISH PLAN FOR ADDITIONAL INFORMATION. KEYED SHEET NOTES 1O ROUGH N NO INSIAL1Al10111 BY GEaEWIL CONTRACTOR . SIMS SUM" BY TEWYiT. %9&Y ALL REQURI E NTS WITH TENANT. 20 TENANT SUPPLED AND IMAM PLASTIC AIR CUff w. 4 SUPPLED No ?ENANT IiSTALLEO SUMO ALOw w" N REFiI�'RII M 4O OUTIIE OF STRUCTURAL WAM OVERHEAD. SO in CJIRPET N THIS A E& O DEW VU TO RETM 7O DQSTMIG CARPET TO 1"w O MAX as ME AT IE1>> OPI"a 9O PIROMDE NeRL MIN AT THIS PMRTIiw O REST MW AREA WITH PIWT. MATCH OURK OF REMOIED LA IDSM PE1M5 U 11 NEW CONCR in CLI B TO MATCF! EXasW COIOITION& © A" wV PARTITIDN TO EXISTING STfNLJC w ANNIE SD THAT EDGE OF TMb SIM MIK IS R." MATH DOSTING SH VCTUE. - MAW 5-10 M1.010 Haf MITER WAR R AS THIS LDC U= OX CUM < 8> FAMI E 10 91L:OlN FqT MUTER HEATER AT THIS LOCATION ABI E CE1iI0. < @> 2D'0 BACK OF /ILL Q E)QSTING QU-IM TO 9" OF NEW OIL ® PLACE DOORS Al EDGE OF E>aSTIIG PlIIRiTT M MINUS. VERIFY DOORS WK 110 ER THRESIQ1S AND STS FOR YOM COMTRD. 9 PRiD TRWE CWRASTINS FRTI M ON FUSH ON rCT OR M CONCrREW TO cDl`NO�iE CLLR R PATH OF EXQi IETE MW ALL FNIM ON HIJIL,M iN1111Ca W. RUM DaSTW . MW GOilinoR 10 MIINTNN RN11FD ASSOKY 16 IEOM IEPrIRJI! MW 2 NOW SE1WW= WILL 10 IMNQ 0 RRGED ASMay As mMa `® Lam( ONE' EJIS" wx 2� � � 1 t . •LIN,« CONSTRUC PLAN ^ww r Ir �4• 1/r Ir ft w A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 S SNACKS SNACK R &r r&e- Tenant; SAHALE SNACKS INTERGATE EAST 3417 S. 120TH PLACE TUKWILA, WA 98168 Burgess Design Inc. DBA: � u rae� .weaver DESIGN GRD:.P 1326 Fifth Avenue Suite Soo Seattle . Washington 98101 206 587. /1 20 T 206 587.71 22 F NI reproduction & intedectuol property rights reserved c 2004 Approved by: Dote: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND E"LDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS. SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE Of THE SPACE. FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE D£4GNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. ?•O`esslo -ci sec Tt EwAsw4GTON r RMSTEM AFIQUWT 10 ST NOV 14 =T PERMIT SET 12/30/0 i REVISION 02/10/06_ 2 REVISION 03/02/06 af� 33 z' CONSTRUC nON PLAN A.2A. I 1 4 �' ...�._.w�" R4`� �..... -• ... ter► +' 'YV4�i'ww.�� - ` � ._ - - -__ ay.�..'���✓ .s+�1.i/R_ - _ _ _ �'i �. - ��� r � �. _ �' .� w . �� r� ���.�' `� " �� •. •. ��.. AM4 a - —'- �� a� a. • i� -- .. ..rr s a.wr � -► - - r. './' it . 11Y.!ti +1. -. `fit' .1. �' +�R' - _ •obi = +�_ `T' �..� ' �" -_ . ". ' .s. _ _ _ _ __ SYMBOL LEGEND EXISTING CONSTRUCTION TO RE" �r NEW INTERIOR PARTTTKA CONSTRUCTION, K/A 9. ts z - r! A NEW INSULATED RATED 1 HOUR CONSTRUCTION TO DECK ABX. M /A.9.1 2 NEW FIRE DHER EXISTING FLOOR DRAIN TO REMAIN. { NUMBER OF OCCUPANTS IN EACH ROOM OR AREA WITH SQUIRE FOOTAGE BELOW. S.F. J f I GENERAL NOTES I I. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUJ1Rf11ENTS. 2 - GENERAL COWRACTOR TO FIELD VERIFY ALL DOM CONIDTTIONS MOR TO COMMENCEMENT OF WORK. 3. ALL WEF60R PARTITION, PENETRATIONS. AND OTHER OPqNMIGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED. OR WEATHER STRIPPED AS REMU TO MEET PARTITION RATINGS, 4. WHERE PARTITION LAYOUT INTERSECTS DOSTING SHEL1./CORE GYPSUM BOARD, REMOVE EXISTMNG CORNER BEADS AND OTHER ASS. AM FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRAG TM FOR ALL CASEWORK, FIXTURES, EQUIPME>>'TT, AI DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. ALL WOOD USED IN ANTERIOR FRNW IS TO BE FIRE- RETARDENT TREATED WOOD. 7. PARTITIONS ARE TO BE BUILDING STANDARD F1AOR TO CEHNG PARTITIONS. UNLESS OTHOWISE NOTED. SEE TYPICAL WIiLL DETAIL SHEET FOR MORE FORMATION. & DOORS AND CASED OPENINGS WITHOUT DWGIONS OR DETAILS ARE TO BE LOCATED 4' FROM ADJACENT WALL OR OR WATCH EXISTING SUITE STAOARD. 9. ALL OTHER FLOOR DRAMS AND ABMOONED SINK ASSOIBLI S SFWL BE COHERED AND READY TO RECEIVE NEW FLOOR FINISH. 10. ALL PLUMB1NG SPEC>E1CJI110NS PROVOM BY TENANT. 11. SEE NEW POWER, EQl)pNENT AND FINISH PLAN FOR ADOITIONAL INFORMATION. KEYED SHEET NOTES Ot ROUGH N AD NSTAt1AT10N BY GEmaw CONTRACTOR . SINKS SUPRe BY TEIIIANT. vET-r AIL RUMOIEIM WITH TOW. 4> TEIW SUPPLED IMO IN STAI[M PLASTIC AR =#A O TENANT SUPPLED AND MISTALUS S[MO ALONE WU N REFROERATOR. 4O OURK OF STRILICTUWAL BEAM OVERHEAD. O NEW CARPET N THIS AREA Q6 DEW VCT TO ROM EXISTING CARPET TO RT]w ' 8> PR NK GOO CASIG AT MEN W961G. 9� PAM RGUIL M AT THIS PWtTITIOK i 0 RES1 PARKM AREA IM PANT. MATCH OUTLINE OF R WkfD LIROSCAPE PEWS AA >! t WN CMJCRIM CvaB TO MATCH own comnow <�> AIUQI UM EWY P AIMIXIN SRRt1CT0DWK S�JCT1� ABOVE SO TINT EDGE OF TW STUtY VOLUME 6 FLUSH 0 PWVK 5--10 GALLM HOT MITER HEATER AT THIS LOCITpII ABOVE CUM 14 PRNOIIpE 10 GKLD N HOT UM HEATER AT THIS LOCATTOIN ANOMIE CEILWa. < 8> 20r BACK OF MILL AT DOW GLU-LAM TO OU OF WN WILL PUCE 0 0 0 "IS AT EDGE OF DOM PARMW tUMII.LS. VE>MY 00n 5 H1IrwE PROPER TH43MXM NO CASKETS FOR WOM CWFCL Q PMW COM W6TItG PATT M ON FW/SH ON VCT OR BME C01101M TO DOM CLEAR PATH OF DOT Tiiy11Q_ OLIUMK ALL FWGH S IPTH iRiDG IIIARARlp.. 110M E7WK I FOUR COiiiif110101"t TO MNMiFTA/M TWO MM& IS NE": O. ' WO DWK 2 HIAN Sfs''IIR TM Wa 10 W WNI Wo ICY AS wE03M J ` 4 TDOI OFF D115'+rG DOOR Z etty iC *� i ►rl: -• , CONSTRUCTION PLAN t► I, 2e _ ...... ... - ,iii .: • �.-. - _- :., , .�,s,.,....._ 0 A OL B f 7 , DFt P0RATIC, A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 SAHALE: SNACKS* t v . MACK IE rrf• Tenant: SAHALE SNACKS INTERGATE EAST 3417 S. 120TH PLACE TUKWILA, WA 98168 Burgess Design Inc. DBA: _burgess--weaver DESIGN GROUP 1326 Fifth Avenue Suite 500 Seattle . Washington 98101 206 587.71 20 T 206 587.71 22 F All reproduction & intellectual property rights reserved c 2004 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES S HALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK. AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS. USE OF THE SPACE. FURNISHINGS. AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION. AUTHOR12ED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS. SHALL BE ',NTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / RE�SENTATIVE AND THE TENANT. see 7'S.5 �GiSTERI:J AFICHRECT r 1, IOP & K01 03E�a STATE OF MIA$iir!'TON N 4 2W7 ._ Iss_e -esc 1c-e PERMIT SET _ 12/30/05 t REVISION 02/10/06 2 RNEViSION 03/02/06 1� PEA= , CONSTRUC I PLAN Ao2A Is I CEILING LEGEND - D REFLECTED CEILING PLAN s s r .c i.' 1/ - _ I•- C LIGHTING s eoL oes WrM /SPEC LTG -SU Project Info F0*d A/i�c DOSTING 2' X 4' FLUORESCENT 3417 S. 120TH PL EXISTING GWR3 CEILING TO FIXTURE TO REMAIN. 1e1a OIL Mw 1351 RFIN &IBM Oft SGWR& W1 X101 REMAIN EXISTING 2' X 4' FLUORESCENT Pro' t Description NEW GWB CEILING J FIXTURE TO BE REMOVED. 0 Pwoc"m D Lom!t w.. m. 0 9000 MOO Ow o.i.i. COMM *4 kialb 111=*w s UVA Was +w • Aka? 01bd=WwW"r6 rupa ® RELOCATED 2' X 4' M Vw lw = f ft "we en ew eel Amw so" ■ oup a 1 ■eewd D(WING ACT CEILING GRID TO R = RELOCATED FLUORESCENT FIXTURE I -± - - -__. __ _ _ , _ REMAIN SM LaSM = SURFACE SU �p 2' X 4' FL UORESCENT _ j _ , _ - �-•. NEW ACT CEUNG GRID SEE ON TILE f IA � VI�G. IIwJV���LN MOU NTED -�. f.y.- -r.- � � . R RE LACEMEN � . a EXISTING 2' X 2' FLUORESCENT ® EXISTING EXIT SIGN TO REMAIN. FWTURE TO REMAIN. COORDINATE WITH CODE OFM EXISTNG SPRMLER FOR REFERENCE ONLY, NOT FOR �- I" R FW OR R.00ATED EXIT SIGN COORDINATE WITH CODE 1 r ®N DESIGN KTEE NT. OFFx NEW EMERGENCY PATHWAY FD(TURFS. ` ALL OTHER DARtENC'Y UGHTING IS UJONG. LOCATIONS SHOWN FOR DESIGN INTENT ONLY 2 � CEILING LEGEND - CONTROLS SYMBOL I DESCRIPTION ", I WW SWITCH LOCATION. 40 � /3 I NEW MAO SWITCH LOCATION 3 I NEW THREE -WAY SNITCH LOCATION h d! ' I DESIGNATES SW[rCI w axw. GENERAL RCP SHEET NOTES I. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CaM PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BLIND ELECIRII,AL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHEI NOSE, MULTRE SWITCH'S IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE CONERPLATE. 5. CLEAN. REPAIR OR REPLACE AS REQUIRED ALL COSTING SUSPENDED CEILING GRID AND TILES DOSING TO REMAIN. 6. HVAC CONTRACTOR TO CLEAN ALL DO MNG SUPPLE/RETURN MLLS PRIOR TO (Xl11PLET10N OF PROJECT. 7. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF DO5TMNG FIXTURES TO BE RELOCATED. & ELECTRICAL SUB- OONTRAC W IS RESPONSIBLE FOR PWMNG CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 9. CONTRACTOR SHALL. PROVIDE NEW SWITCHING AT ALTERED ROOM. VERIFY LAYOUT WITH TEWNT. 10. DESIGN BUN.D CONTRACTOR IS RESPONSIBLE FOR ALL n E(RGENLY PATHWAY LWW N TENANT SPACE AND . VERIFY B/S LIGHTING, USE OF (GFJNERATOR OR BATTERY PACKS AND ALL ASPECTS OF CODE REQUMRDEI M KEYED SHEET NOTES O UK OF DO MNG SOFFIT. <,2> NEW HEALTH DEPART" APPRIAWO CEILING TIES TO 9: PLACED N THESE ROOMS. VERIFY WITH 'GLENN ROOM' VL_ VERIFY CARD Sa BEFORE ORN)EIIMNG. 3 AND CHNNGE TO CEIDNG OR UMWM , UWWJ '1 n I LIGHTING SUMMARY __1 =Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG -SU Project Info F0*d A/i�c PRWIXT NAIL 01k 12/30/06 3417 S. 120TH PL TUi1RA Awl 98165 We ARioat IYnMC BLUM Wmg Aii 1e1a OIL Mw 1351 RFIN &IBM Oft SGWR& W1 X101 Aak■A wow 206 587 nn Pro' t Description 0 ■. mwe 0 mo. 0 MbuFm Compliance Option 0 Pwoc"m D Lom!t w.. m. 0 9000 MOO Ow o.i.i. COMM *4 kialb 111=*w s UVA Was +w • Aka? 01bd=WwW"r6 rupa M Vw lw = f ft "we en ew eel Amw so" ■ oup a 1 ■eewd 1HEW ARE 234 EX:STMD Fi IU*S N Tm SPIACE 24 FKTLM ARE ME IK'AIED OR IE 0*11. 1145 6 A IOW OWDOLL CFVMGL 12 FIXTlM€S AAE NX ;8KN D. 6 TES FWLWS ARE BM AHED. 7HERE ULL eE A TWAL 11111) CE RMUCTIOHN OF SN /►ITS (6 FCRURES X 9N: WTS EA) N THIS SPACE Cov � ^r�F`'�� I C c e :ib I _. • • • A ► to X • A Tenant Improvement for SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 SAHAL S N AC KS• JIACIC 4# of III a Tenant SAHALE SNACKS INTERGATE EAST 3417 S. 120TH PLACE TUKWILA, WA 98168 Burgess Design Inc. DBA: 431 . _burgess_Weaver DESIGN GRDJP 1326 Fifth Avenue Suite 500 Seattle . Washington 98101 206 587. 71 20 T 206 587.7122 F NI reproduction A intellectual property rights reserved c 2004 Approved by: Dot;': CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNE / REPRESENTATIVE AND BUILDING TO~ HAVE GIVEN THEIR APPROVAL To THESE CONSTRUCTION DOCUM APPROVAL BY THESE PARTIES SWILL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS. SCOPE OF WORK. AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE. FURNISHINGS. AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION. AUniORIzED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS. SKULL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. r- „ sec 7196 If7p STA .*N 14 07 PERMIT SET 12/30/03 1 REVISION 02/10/06 REVI 2 SION N 03/02/06 pion " - POWr cENI'M INC cam - �• �; �- - - REFLECTED CEILING PLAN A02B.1 �. -,sue- a.. _. _....�. .� �r_�. _ .a:_ •.•acs -- �' _ _ - ..r�r.��... ..� - ...�rD R.T_ 1•+.. .. -- .- > :,w- f .�,M;�L� � -..- _ -lr+�. a�'. - _ ___ `"..3 "���``� � � � �..... ,�.: ..- +... .. - ..e ..... w'°"�e.. !dam'. - nlrir. .+. "�y+•��"'” .�..- ^�^e. s +�.. -. r+ .. . .A. ..� �. +ir � �s�"�.-,�.-- *�°^�..6� - 'Sa.'1�._ � �I/�.fio"'.i9�i" --� ..,.. � . ,r.a �+W..�+J�.. a +�►�b. Win— -_ _ _i..._... ....e n�aiar,_ .s .�.e.r. - s _. _ t i S A . . A Tenant Improvement for. SABEY CORPORATION 12201 TUKWILA INTERNATIONAL. BLVD. FOURTH FLOOR SEATTLE, WA 98168 AHA � 5 N A C KS sit I f R Tenant SAHALE SNACKS INTERGATE EAST 3417 S. 120TH PLACE TUKWILA, WA 98168 Burgess Design Inc. DBA: 4L" burgm.Weaver o:SIGN GROUP 1326 Fifth Avenue Suitt S00 Seattle . Washington 98101 206 587.7120 T 206 587.7122 F All reproduction & intellectual property rights reserved c 2004 Approved by: Dote: CONSTRICTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS. USE OF THE SPACE, FURNISHINGS. AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION. AUTHORIZED BY THE BU I LDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BU ILDIN G OWNER / REPRESENTATIVE AND THE TENANT. 7196 REGFRED ARC14F T KW G. KCAD0aE= STATE OF WASHI04GTON NOV 14 PERMIT SET 1 1 REVISION 02/10 2 REVISION 03/ 02/06 +CITY (IF TUNIIRA 3r aERW CENTER POWER. EQUIPMENT AND FINISH PLAN A.,2C l 9r•pa C'� a i • res� �•-r.a �e++�w��► • w.-V' w+ i rrr ••ro. • .�. _ .. _�-� r ,.:�..:._,. c..: "_: - +�� �1�i _ �. ....r__ y :iJS� ' - r .�; — - a+ !.• +��► - s .. - x ate► �.. -°'i►► - *'i! Wig,. wA'l-. LIN'fw Q,a. _.•.► -. .- i D OOR & HARDWARE GENERAL NOTES 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND WSTAt1AT10N. MATCH B/S FINISH. 2. DOOR WIDTH & HEIGHT ARE NOMNAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME 0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL. WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH - BOLTS. 5. NEW DOOR / HARDWARE SHW_ COMPLY WITH ALL APPLICABLE UBC & ACCESSIBILITY REQUIREMENTS. 6. EXISTING HARDWARE IS NOT ACCESSIBILITY COM RIA NT. PROVIDE PRICING OPTION FOR CHANGING ALL HARDWARE TO ADA COMPLIANT. DOOR SCHEDULE 000R ` i 2 111A 3' -0* 7' -0' B 3 B/S 118 6•_0 - - -0, 5 - - -- -- - - 122 6' -0' T-0' A 1 1 B/S { _ r -- - -- - -- DOOR TYPES B/S FRAME B/S FINISH FLUSH S.C. WOOD DOOR B/S FINISH wiD l tf B/S FRAME B/S FINISH FLUSH S.C. WOOD DOOR B/S FINISH "A I HARDWARE GROUP I HARDWARE GROUP HARDWARE NOTES GROUP 1 - DOUBLE DOOR 3 PAN? HINGES A Tenant Improvement for NON RATED PUSH PLATE E PULL HANDLE Z � s SABEY CORPORATION 2 WALL MOUNTED DOOR STOP 12201 TUKWILA INTERNATIONAL BLVD. HAVE FNRE CAUL" O OR FIRE OMIUS AS I DOOR MW NECESSARY. NO VE111EAI SEATTLE, WA 98168 1 LOCK PLATES ON EACH SIDE 20011, MIN 1 -1/4' FL IM AND 1/4' RlETUlIK GROUP 2 - DOUBLE DOOR 3 PAR HINGES TYPE N* NON RATED 2 PASSAGE LATCH CLOSET HARDWARE _ _S - - / TOP TRU SYSTEM, 2 OVERHEAD DOOR STOPS SUCH AS STEDD INC SAHALE SNACKS MA TO K /A.9.1 INTERGATE EAST GROUT' 2 -SNGLE DOOR 1 1/2 PAR HINGES- 180 O SHALL A" NON RATED 1 PASS LATCH HARDWARE E STAGG RED ONE STUD OWN ON ES SU OF CF11NG AS 9CHEDLJ<ED 1 FLOOR MOUNTED DOOR STOP AM TO BE L '.r. AT TURE - ATTACH aOMDER ORM31 CRS PER BRACE ' GA METAL WKING 0 TO STRUCTURE �1 =9. Ft11Ml ) 60LJI310N RE NE7 70P TRKX 'ED 10 90M I"E1F -TAPPM SK IS 0 41ror, AND PIPE AEM 3 5/11 x 25 GA ICX SPJM •2C=10 14 - MIAL HE%W. ' :IDLER _%ff -wn Y 4" ITC. EIL WE OF NNEA SIm P�7N>l�t OwEIN •r'ac IE' q11 a >nlGlr SAW �COMM SIA 3` = 1' -0 K NON -RATED FLOOR TO CEILING PARTITION —' r r r .r r — ' ft SOFFIT DETAIL 2 1 2 x25 GA METAL 48 OC T O N STRUCTURE IF NOT EXISTNG EXKTING STUD RAZE FROM DEM ISHED PARTITION EXISTNG ACT GRID W /NEW TIE. U.O.N. FO T DHI O RCPONI ELEVATIONS 0' 3' 6' 12' SOFFIT FRAMING SECTION 1/2 0' 2' 4' 8' / ROOF iz MN 9O�30r 1 511111m iC �cTills?Ilosn Im POW on" `.j FW 08 � F aolaETrE s� RPM "L „1 ONE H OUR RATED WA L L D�EAIL U t'blrw T'1E� ^ a .�' • L �'>1� ••± per- ..A. -�-. r � -. ,7• A.9.1 CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT. FINISH SELECTIONS. SCOPE OF WORK. AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS. USE OF THE SPACE, FURNISHINGS. AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION. AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS. SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING 004ER / REPRESENTATIVE AND THE TENANT. ;roress o ^.c. sec 7196 RE:GiSTE�cD AACHTT'tCT ST ATE OF wASw+t M NOV 14 2M7 `_ .SSA•? _ _ . I�..�_ 25 GA METAL PERMIT SET 12/30/05 ING 0 48 OC A Tenant Improvement for JRE TYP• 2 REVISION 03/02/06 Z � s SABEY CORPORATION RJRAL SHEET FOR 12201 TUKWILA INTERNATIONAL BLVD. HAVE FNRE CAUL" O OR FIRE OMIUS AS FOURTH FLOOR NECESSARY. NO VE111EAI SEATTLE, WA 98168 pp,E�1pNS OCCUR 20011, MIN 1 -1/4' FL IM AND 1/4' RlETUlIK 1 8' t SAHALE TYPE N* S N A C K Lft SHEET FOF r _ _S - - / TOP TRU SYSTEM, Tenant SUCH AS STEDD INC SAHALE SNACKS MA TO K /A.9.1 INTERGATE EAST 3417 S. 120TH PLACE O SHALL A" TUKWILA, WA 98168 FACE OF BEAM E STAGG RED ONE STUD OWN ON ES SU OF CF11NG AS 9CHEDLJ<ED Burgess Design Inc. DBA: AM TO BE HIZONTAL OR JWI5 NEED NOT BE NICKED BY STEEL FTRIHIM HOPRONTAL EDGE JOKIS AND NOTR�DNTNL AM TO REMAIN. ' -burgess-weaver DES;GN GROL;F �uT�o N wHETRHE MM 1326 Fifth Avenue Suite S00 Seattle. Washington 96101 206 587.71 20 T �J 206 587.71 22 F T GRID WITH PMS TO SR06 (ITEM 2) OR RJWV CWK S E (FU 4 SW LAYER S1R7M f LONG FOR STING ACT AM reproduction & intellectual property rights reserved c 2004 Approved by: Date: iz MN 9O�30r 1 511111m iC �cTills?Ilosn Im POW on" `.j FW 08 � F aolaETrE s� RPM "L „1 ONE H OUR RATED WA L L D�EAIL U t'blrw T'1E� ^ a .�' • L �'>1� ••± per- ..A. -�-. r � -. ,7• A.9.1 CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT. FINISH SELECTIONS. SCOPE OF WORK. AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS. USE OF THE SPACE, FURNISHINGS. AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION. AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS. SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING 004ER / REPRESENTATIVE AND THE TENANT. ;roress o ^.c. sec 7196 RE:GiSTE�cD AACHTT'tCT ST ATE OF wASw+t M NOV 14 2M7 - �..�....�.. .Eno ...._ '� -.. _ _ *� __ _ .. �� '+a. ,.� 7�► Ali .a.�ai sw►r.+ .n a. s. .. - a �_. _ .�ae�. >�'* +��► eta - �11�1► AL- -3 A*17► .+Er ate+ ...E rya. �wll)TH A `_ .SSA•? _ _ . I�..�_ (D PERMIT SET 12/30/05 BOTTOM OF STRUC REVISION 02/10/06 W�a r�r Fr - --� -- � 2 REVISION 03/02/06 4 I� ATTACHED TO FLOOR NO CI.3M WITH FASTE PENETTMQ1pNlS TO 24' OIC MAX HAVE FNRE CAUL" O OR FIRE OMIUS AS CHANNEL SHMPED. FABTREA I D FROM MIA. 25 MSG NECESSARY. NO VE111EAI STEEL, ION WIDTH 2 pp,E�1pNS OCCUR 20011, MIN 1 -1/4' FL IM AND 1/4' RlETUlIK IN NEW CONSTRUCTION I= OF TUWMLA f 1 SLOTTED LONG LEG O3 PE;W �E^ TOP TRU SYSTEM, �- :. F - • ...- . Ka SUCH AS STEDD INC Sm MO ql� HNDIO WL Tm 1 - 1/2'. OFT DEFLETION C TTRIIo O o DOOR SCHEDULE SIDELIGHT SCHEDULE - �..�....�.. .Eno ...._ '� -.. _ _ *� __ _ .. �� '+a. ,.� 7�► Ali .a.�ai sw►r.+ .n a. s. .. - a �_. _ .�ae�. >�'* +��► eta - �11�1► AL- -3 A*17► .+Er ate+ ...E rya. �wll)TH A RATING NO.: UL U419 (D CWl NET. SHAPED. FABR!U10 FROM MIN 25 MSG BOTTOM OF STRUC . SrE . Mk WDTH TO FIRE RATED SEALANT STUD SIZE. WITH WL 1' LONG LEGS, ATTACHED TO FLOOR NO CI.3M WITH FASTE PENETTMQ1pNlS TO 24' OIC MAX HAVE FNRE CAUL" O OR FIRE OMIUS AS CHANNEL SHMPED. FABTREA I D FROM MIA. 25 MSG NECESSARY. NO VE111EAI STEEL, ION WIDTH 2 pp,E�1pNS OCCUR 20011, MIN 1 -1/4' FL IM AND 1/4' RlETUlIK IN NEW CONSTRUCTION SPACED 1$ OC. STUDS 1O BE CUT' 3/8' TO 3/4' LESS THAN L. Y ASSEME HEIGHT. SLOTTED LONG LEG O3 MIEJBAL WOOL SKITS OR QAS%W WITH LE TOP TRU SYSTEM, CIASSFIG11IDNi KNORCM 1 FITTED EETKIE N SUCH AS STEDD INC Sm MO ql� HNDIO WL Tm 1 - 1/2'. OFT DEFLETION C TTRIIo O o GYPSUM PANELS WITH K%UJU . SWK OR TAPPJRED EDGES. AIRO VERTULLY OR HNMUON 104LLY. VERTICAL JCM CENTERED ORR STUDS AND E STAGG RED ONE STUD OWN ON ES SU OF CF11NG AS 9CHEDLJ<ED STLNIS. VERTICAL JOINTS IN ADJACDNT UK IRS (WATUAYER SYSTE 0 SVaM ONE STUD CAMITTY. HIZONTAL OR JWI5 NEED NOT BE NICKED BY STEEL FTRIHIM HOPRONTAL EDGE JOKIS AND NOTR�DNTNL oNN WIT JIS ON OPPOSITE SEES OD STUDS NEED NOT BE SUDIZIED. HOIIZOWX EDGE JOM AND �uT�o N wHETRHE MM HORQQfT11L LIMIT JOMTS N ADJACENT (MEP. -lAl'E 0 SYSIM) SU16 M A INI OF If. PRIM ONE LAYER 1101 X 5/8 THRU PER SIDE. �J TYPE: S OR S-12 STEEL SS E S USED TO ATTAACH HILL TYPE: PMS TO SR06 (ITEM 2) OR RJWV CWK S n (FU 4 SW LAYER S1R7M f LONG FOR �J 1 It AND 5/$' PA1NE15 OR 1 -1 /4' LONG FOR 3/4' 7N= PIIIELS. SPACED ar OC wHEN PIYEIS AWE APPLFD HORQONfULLY. OR Ir OC. ALCM VDITCAL AND 80 1 EDGE N S O 12' OC, N THE FFID 00 PAN©LS ARE *P*P= *9111CALLY_ on o �N7w� �no Sa:oN WADS OF OUTER IO. PN" WL No J am , 2' WE EIS N FRST :IIYER OF CQPOUND 011IR Nu ANTS OF OU10 LAS PANELS- PhIR 'APE NO AW C1000IIIM Iron aE 01l17ED wo bYP' N POES, ARE SUPPLED " A 9iTI1 K `EDGE_ - �..�....�.. .Eno ...._ '� -.. _ _ *� __ _ .. �� '+a. ,.� 7�► Ali .a.�ai sw►r.+ .n a. s. .. - a �_. _ .�ae�. >�'* +��► eta - �11�1► AL- -3 A*17► .+Er ate+ ...E rya. �wll)TH A r • • CORNER REINFORCEMENT, TYP. ACOUSTIC INSULATION METAL STUDS 5/8' GYP. BOARD PARTITION INTERSECTION DETAI 0" 3" 6" 12" LIVE OF DOOR AM C�/I i1 31 3" = 1 -0" THRESHOLD @CARPET TO RESILIENT FL 0 } 6 IZ a BOTTOM OF FINISHED CEIuNG ANCHOR BRACKET: 6'X16go UNPUNCHED STUD , ATTACH TO 3 STUDS YIN COORDINATE ANCHOR FINISHED FLOOR BRACKET LOCATIONS w / CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS I TYPICAL ANCHOR BRACKET FRAMING NTS a 4 DEVICES SHOWN STACKED IN PLAN Q� ARE TO ALIGN VERT. -i- AT LOCATION AS DI IDrSIONED ON AS SHOWN BROW S PLAN; OR NEXT TO DOOR / OPENING AS 0160SIONED BELOW 6' FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SKNAGE. ETC. THERMOSTAT I LIGHT & PROJECTION SCREEN SWITCHES, WALL. MOUNTED ! OCCUPANCY SENSOR CARD READER WNNERE 6 OCCURS co -,�-- C-' i ;• I HARDMNRE LATCH I FNLSHED FLOOR TELEPHONE OUTLET ELECTRICAL OUTLET 1. LOCATED SWITCHPLATES, ELECTRI A AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN. UNLESS SPECIFICALLY DMEJISNONED ON PLAN, ELEVATION. OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE DGINGL Ig" CABINETS WHERE BOTH OCCUR. GENERAL DEVICE ALIGNMENT 6- 1 NTS PROVIDE MIN 25 GA STUDS k ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS • END OF PARTITIONS. 3- PM HEAD r MTL SCREWS 6x16 GA UHPINNCHEO STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & E XTEND 6'MIN BEYOND MOUNTING POINT EACH DIRECTION. r NOTES• r I. TYPICAL ANCHOR BRACKET ASSEMBLY FOR l WNDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WRH ACCESSORY MANUFACURER MOU NIM INSTRUCTIONS. TYPICAL MTL. STUD ANCHOR BRACKET 9 NM 12 GA. BRACING WIRE 12 GA. VERTICAL H04CER WIRE WITH MINIMUM 4 TIGHT AT 4'-Ow EACH WAY WITH TURNS IN 1 1/2' BOTH MINIMUM 3 TIGHT TURNS IN ENDS OF WIRE-TYP. 1 1/2" BDTH ENDS OF WIRE SESK COMPRESSION STRUT PROVIDE ACT SUSPENSION GRID TO COMPLY WITH BC SEC - 1621 MUM STANDARD: SECTION 9.6 ASCE 7. ( BRACING DIAGRAM NTS i a �nurr, %1_, t ME - A Tenant Improvement Inc SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 !BAHALZ S N A C KS V sr,r R � er rrfR '-. Tenant: SAHALE SNACKS INTERGATE EAST 3417 S. 120TH PLACE TUKWILA, WA 98168 Burgess Design Inc. DBA: 4L __burgess. W_eaVer DES ;GN GROuP 1326 Fifth Avenue Suite S00 Seattle. Washington 98101 206 587.7120 T 2 0 6 5 8 7. 7 1 2 2 F All reproduction & intellectuol property rights remmad c 2004 Approved by: Dote: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL. OF DRAWINGS FOR CONTENT. FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMMIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE. FURNISHINGS. AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE iNTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. r-_`ess _ _ st —x ERED ARCHITECT KIP G. sTA c KOLOOOF -M OF WASHIFIGT� ICY 14 2MT PEN I SET 12/30/05 1 REVISION 02/10/06 REVISION 03/02/06 rev of TUKWILA Oak _ DETAILS oI Inw • - . w . a ;,•.. «. t. - —.&, •tea„ A.9.2 N 16 y 0 — i I - n 2 0' -0 111 - H J K L 9MRAL NOTE Y' 58 0 -0 " me-on 583 -0' - MIN. &' COX PLYWOOD - -� t THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - w / N0.8 04 "oc N0.8 44'oc - N0.8 Ofi'oc EDGES MTL. STUD BL.KG. 04' - "oc I ASTM'S NOTED ARE TO BE LATEST EDITION do 12'oc FIELD , - -- S . END PERIMETER B u i l d i n g Nome b S i t e Location - 3 S . 120th Place. ace , Tukw i 1 a . WA ATTACH BEND ACH w WEBS EA EA. 0.8 EA. END J o 1. DESCRIPTION PERIMETER 800 -S- 162 -68 416 "oc -- 14GA. CONT. TRACK EXIST. BRACING I Ben A. END w/(2)-NO PLYWOOD PER SECT. A -1 :- B uilding Dept. Contact - Mr. Bob 8enedicto (206) 431 -3670 JOIST 2. DESIGN CODE AND STANDARDS l B � Ap Code (Edition /Nome) -2003 Internotionouilding Code (IBC) Q Q Q Q TRACK w/ (2) -NO. CONT. 20GA. TRACK x 6• t 3. Code supplement abate - N/A _ 20 `O EA. STUD 20 E - C 1 i C- D - -� DESIGN LOADS IM. CV a . Roof Live Load See snow load "-( 8 EA BM SHEATHING . -- SHEATHING \ - - 14GA. CONT. TRACK I EX T. G EIS G ti_ b. Snow Load Basic ground snow load - P 9 - 25 Psf O STEEL JOIST PER PLAN - - / (2) -NO.8 EA. STUD. PER ARCH., 2 4J PER ARCH., w _ ( _ - Pf - 25 psf m TYP EA JOIST N _ l = Basic roof snow load . 0 . P, c Thermal factor - Ct = 1.0 al 600 -S- 162 -68 M+� Importance factor - Is = 1.0, W; 016 "oc (ALIGN w /BM.) O E - 1 1 1 0 -1 I Snow exposure factor - Ce = 1 SIM. i Drifting snow is not required in the design. O I 7 EXIST. GLB I5 G C. Seismic Ss = 1.41 , S 1 - 0.485. 1 e = 1 .0. Site Class "D" and 1 -1 CONT. TRACK 358 -5- 162 -33 MIN. k � _ _ _ Seismic Design Cate ory - "D" , Seismic Use Group 1. w%, "¢ LAG BOLTS ( ) O _ _ _ - - - 3 SDS = 0.947 , SDI = $ . ' 600 -S- 162 -68 STUDS 016' ----� C -1 A_ 1 C -1 O 16 "oc ,� Basic Seismic Force Resisting System =Special FROM ENDS. (EMBED 33 . 04-0'oc do 1' -0" O 1 SEE SED CEILING t R einforced Concrete Shear Walls. 5' IN GLB) O FRAMI PLAN BELOW N . De sign Bose Shear V = 120 kips (12/32 LEAD HOLE) , Cs 0.171, R 5.5 Equivalent Lateral Force Procedure used. EXIST GL8 - -� -- - -- _ 4 Mech. b Refrigeration unit loads will be picked up of O EXIST. MECH. MEZZ I i� the point of the units & transferred into the 800 -S- 162 -68 BRACE as lateral system. 0 MID -SPAN OF 4X14 . Sprinkler lines will be braced to top of girders or 0 top chord of steel truss, by the sprinkler contractor. w/ SIMPSON S /LTT20 t15 -0 N d. Wind Load Basic wind speed (3 sec.gust) 85 (mph) - w/ J'd LAG BOLT CONT. 20GA. CONT. TRACK Exposure B EACH END w/ (2) -ROWS 10d 04 "oc - - - - - - - - - - - - - - Importonce factor Iw - 1.0. 0 TO EXIST. 4x14 EDGE OF MECH. MEZZ. ih I nternal pressure coefficient GCpi - ♦ 0.18 O 0 , OSHA STANDARDS CO NT. 14GA. CONT TRACK w/ (2) - N0. EA. STUD FIELD VFY. EXIST. 4x14 N i THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT do 0.145' H LT1 X DNI � _ _ _ _ _ _ _ _ _ OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS EXIST. SIMPSON S /H3 016 "ac - - - - _ + 6 FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL FASTENERS 02 -0 oc STRUCT. SLAB 1 - '1 CONTRACTOR'S FANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ORM ENW OF ANY (EMBED 1) EXIST. P.C. �� NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO � SHEAR WALL 1 CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR FANS AND EXIST. 13x3x Q , i ` �1 METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. CROSS BRACING N STRUCTURAL STEEL AND WSCELLAIDOUS STEEL. � - - - - - - - - � - - - - - - - 7 ALL WORK IN ACCORDANCE WITH • AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND CIL _+ ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD -- '- -` -- -- PER ARCH I STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: EXIST. DROP CEILING � WIDE FLANGE SHAPES ASTM A -992 (Fy =50,000 PSI) N OTHER SHAPES AND PLATES ASTM A -36 (Fy =36,000 PSI) TUBE COLUMNS ASTM A -500. GRADE B (Fy =46.000 PSI) 3 WELDHEAD STUDS ASTM A -108 (Fy= 55,000 PSI) ECTION A =1 SECTION B S = 1 MACHINE BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A - 325N (U.N.O.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A - 325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SMUG TIGHT" ONL EXCEPT AT FRAMES. AT MECHANICAL PLATFORM FRAMES PROVIDE A325SC SLIP CRITICAL BOLTS AT CONNECTIONS PER SECTIONS A-6 AND E-6. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS D1.1 'CODE FOR WELDING IN BUILDING CONSTRUCTION'. WELDS NOT SPECIFIED SHALL BE 1/4 CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. LIGHT GAGE STEEL. FRMI AND DECKNO (SEE DRAWNOS) SPECIAL NSPECTKWS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP NIE -DINIG UNLESS THE SHOP IS CERTIFIED LOCAL BUILDING DEPARTMENT. WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REIWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. SHOP DMWBM SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED b STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL. BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST TO THE OWNER AT E.N.W.'S OPTION. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS...'. SPECIAL I gum CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO NE AL AND ELECTRICAL TRADES CONTRACTOR SHALL SLlBMIIT PLANS SHOWING LOCATION. LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED 1 N THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENNT. SEE DETAILS ON DRAINING S-5 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SIFPL I ER OF THAT EQUIPMENNT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUiPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. VIATIM B. OR BOT. = BOTTOM O.T.O. - OUT TO OUT C.I.P. - CAST IN PLACE RE I W. = RE I NFORC I NG CLR. = CLEAR R.O. = ROUGH OPENING CONT. - CONT I NUOUS SW` = SH IEARWALL EL. OR ELEV. = ELEVATION SIM. = SIMILAR E.N. OR ERR = ENGINEERS NORTHWE SYM M . = SYMrETR I CAL E.F. = EACH FACE T. = TOP E.w. = EACH WAY T.Q.F. = TOP OF FOOTING IF. 0 . C. - FACE OF CONCRETE TYP . = TYP I CAL AT ALL F.O.W. = FACE OF WALL S I M I L.AR PLACES FTG. = FOOTING U.N.O. = UNLESS NOTED H. OR HORIZ. - HORIZONTAL OTHERWISE I . C . B - 0 . = INTERNATIONAL CON FEREI!I V. OR VERT . = VERTICAL OF BUILDING OFFICIALS V.I.F. = VERTICAL INNSIDE FACE I.F_ - INSIDE FACE V.O.F. = VERTICAL OUTSIDE FACE N.T.S. = NOT TO SCALE O.F. = OUTSIDE FACE •.A.B.G. WASHINGTON ASSOC. OF 'BUILDING IOFFiCIALS i It ADD WELD R}x4x1' -3'- 2 ' 2 • WE M R CTR'D. ON COL \ ADD SHIM tix4xO' -5" SHIM R CTR'D. ON COL To HSS COL EA. L TO 3 ' L pIS I GLB COL & t COL dt Its PLAN VIEW SECTION C -1 1 i• a 1' -0' 1' -0' I� I VFY EXIST. WELD It ON GLB EXIST. GLEI ADD WUD 4.jx4x1' -3 =f " .%%T CTR'D. ON SIDE PLATE SIrPSOIN HHDO14 T.&S. _EIQST. 13x3 EA. SIDE It TO SDE PLATE O 13X3 0 HDD014 PLAN VIEW SECTION E - _ 1_ 1. -0• ' = 1' -0" EXIST. EMBED & GLB BUCKET EXIST. EXIST. WELD R BELOW P.C. PNL 7EXIST. GLB h %W N R TO EXIST. SIDE PLAN VIEW SECTION D -1 I oo = lo-00 KEY PLAN A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, IWA 98168 E7 Tenant. SAHALE SNACKS INTERGATE EAST 3417 S. 120TH PLACE TUKWILA, WA 98168 Burgess Design Inc. DBA: M nproduetin ! k*AOGC&JW POW14 rNglIMle rsnlrwd c 20W Appr*vW by: Date PER ARCH. EXIST. 4x14 ,I (t 1 �'- ❑ 1 J" COX PLYWOOD (MINI THICKNESS w1NO. 8 04'oc PERIM , 6 oc AT SUPPORTED , & 12 AT INTERM SUPPORTS. n PER n ARCH. EXIST. 404 0 -� -- i A -1 __Wj 04 - O oc MAX. @ I a M � N '• o' o' C - 4 ! i 1 i A -1 __Wj 04 - O oc MAX. @ I EXIST. GLB BELOW RAISED (CEILING FRAMING PLAN I.. T•-0• 11.') 80 XW OF GVP800M CCKJW, AT ABOVE EXIST. TOP OF SLAB, REF. ELEV 2 -) SCREW DNMRE PEWYETER :/ mo.8 04 - m A +mss r� I - r E NW Nwww. ix, P.3. 9esz+o�. �aNm:! a" 110-mm sot p" on-an NI AOOds! sR IZ.><. mori T�1 IBM wr�.1111111 __ -oo�t CONISTRUCTION WORK SHALL NOT PROCEED UNT0. THE BUILDING OWIMER / REP'RESENTATNE AND BULDNNG TENANT HAVE GNEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUUMM APPROOL BY THESE PARTES SHALL BE MnTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT. nim Sairmom SCOPE Of wow AND ALL DMEMSION' REGARDED BY QTI#R PARTY AS SOW NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUElMM AND FURNITURE NSTALLATK*M cON57RUCTION AND /OR MrTIATWN OF CONSTRUCTM AUTHORIZED BY THE BUDDING OWNER FROM THESE CONSTRUCTION DOCUMER , SWILL BE INTERPRETED BY THE OESNAIER AS APPROVAL N FULL OF THESE OONSTRUCTgN DOCUMENTS BY BOTH THE SUEDING OW *R / REPRESENTATIVE AND THE TENrWT. Professional soot No. tssue Description Date PEF49T SUBMMLTTAL 02/10/2006 was �CWTUM" 140 •+r J S .4. b 01043005 PLANS, SECTIONS, GEN. NOTE . i r . rr a.i..`. .r S1 r • 24' -0' EQ. V1FY• PER ARCH. EQ r ++�'�� .fir . �+�► ti•�/f; ,.i�"Y► �. i ! ai .. •.iiri... k �a� ° ...►•_l�.w..s*R.w -+�1" -M_ +�..r"+ s *0.3...,x.. a.. a M � N '• o' o' C - 4 ! EXIST. GLB BELOW RAISED (CEILING FRAMING PLAN I.. T•-0• 11.') 80 XW OF GVP800M CCKJW, AT ABOVE EXIST. TOP OF SLAB, REF. ELEV 2 -) SCREW DNMRE PEWYETER :/ mo.8 04 - m A +mss r� I - r E NW Nwww. ix, P.3. 9esz+o�. �aNm:! a" 110-mm sot p" on-an NI AOOds! sR IZ.><. mori T�1 IBM wr�.1111111 __ -oo�t CONISTRUCTION WORK SHALL NOT PROCEED UNT0. THE BUILDING OWIMER / REP'RESENTATNE AND BULDNNG TENANT HAVE GNEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUUMM APPROOL BY THESE PARTES SHALL BE MnTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT. nim Sairmom SCOPE Of wow AND ALL DMEMSION' REGARDED BY QTI#R PARTY AS SOW NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUElMM AND FURNITURE NSTALLATK*M cON57RUCTION AND /OR MrTIATWN OF CONSTRUCTM AUTHORIZED BY THE BUDDING OWNER FROM THESE CONSTRUCTION DOCUMER , SWILL BE INTERPRETED BY THE OESNAIER AS APPROVAL N FULL OF THESE OONSTRUCTgN DOCUMENTS BY BOTH THE SUEDING OW *R / REPRESENTATIVE AND THE TENrWT. Professional soot No. tssue Description Date PEF49T SUBMMLTTAL 02/10/2006 was �CWTUM" 140 •+r J S .4. b 01043005 PLANS, SECTIONS, GEN. NOTE . i r . rr a.i..`. .r S1 r • 24' -0' EQ. V1FY• PER ARCH. EQ r ++�'�� .fir . �+�► ti•�/f; ,.i�"Y► �. i ! ai .. •.iiri... k �a� ° ...►•_l�.w..s*R.w -+�1" -M_ +�..r"+ s *0.3...,x.. a..