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Permit D01-249 - LUWA DISTRIBUTING - OFFICE
LUWA DISTRIBUTION 1112 ANDOVER PARK WEST 9 City of Tukwila "N‘ Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Contractor License No: SEATTKD164MT Permit Center Authorized Signature: Signature: Print Name: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGIN'S BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: e.44.645-9-- Address: 111, ANDOVER PK W Suite No: Location: Category: AOFF Type: DEVPERM Zoning: CM Const Type: Gas /Elec.: Units: 000 Setbacks: North: .0 South: .0 Water: N/A Sewer: N/A Wetlands: Slopes: N Occupancy: OFFICE UBC: 1997 Fire Protection: SPRINKLERS East: .0 West: .0 OCCUPANT LUWA DISTRIBUTING INC OFFICE Phone: 11.12 ANDOVER PK W, TUKWILA WA 98168 OWNER BOEING WILLIAM E JR 1325 4TH AVE SUITE 1940, SEATTLE WA 98101 CONTACT FRANK HEFFERNAN Phone: 424 821 -3383 12277 134 CT NE, STE #203, REDMOND WA 98052 CONTRACTOR SEATTLE KITCHEN DESIGNS Phone: 206 782 -4900 10002 HOLMAN RD NW, SEATTLE 98177 k * *k** ** * *kkk ** *•k•kk *k* ****kkk*********** *k*kkk**** ***k* ******•k *•k **k****k **•k* *k Permit: Description: DEMOLITION OF AN EXISTING APPROX. 2000 SQ FT FIRST FLOOR AREA AND MEZZANINE AREA. CONSTRUCTION OF 2,978 SQ FT OFFIRST FLOOR OFFICE /DISPLAY ROOM/ PRESENTATION ROOM. CONSTRUCTION OF 1,978 SQ FT STORAGE MEZZANINE. STRUCTURAL WORK ASSOCIATED WITH ,THE ADDITION OF A NEW EXIT DOOR THROUGH AN EXISTING CONCRETE WALL PANEL. CONSTRUCTION OF A HANDICAP ACCESSIBLE RAMP AND PARKING STALL. ** kkk * * * * * * * * * * * ** * ***** * k***** k************ k k* ** **** * * * *k * *** **k * * *k * * ** *k * ** Construction Valuation: $ 175,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut/Access/Sidewalk/CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N k***• k**•*** **** * * *k * * * * *k * * * * * * * ** * * * ** * ** * k******** *k* *** * * * ** *** * *k*k** *•k *k *** *k TOTAL DEVELOPMENT PERMIT FEES: $ 2,337.19 * ** * ** kkk * * *** * **** kkk * ** kkk*** k********* k**** * * *** ** *k*•***** *k ****k*** ***** k*** ** 112 4. S' K a ocnI7 Date: 9 Permit No: Status: Issued: Expires: Streams: I hereby certify that I have read and examined this 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 give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of wor -11 am authorized to sign for and obtain this development 4 'mit. Date: (206) 431 -3670 D01 -249 ISSUED 09/04/2001 03/03/2002 This permit shall become null and void if the work is not commenced within 1130 days from the date of issuance, or it the work is suspended or abandoned for a period of I80 days from the last inspection. f A AkiiNovutaid, • 'AO .:i S4k 45 /.1 ∎ 4' .V.I.:tii; Fa r t'N i " ?aiit$:" i f$' 1 z . 1 00 W =. u. 1- wO g 5 co m z a Fw z � 1- O Z 1- D O CO O 1..- =U 1- I- z U N o ' z Address: 1113 ANDOVER PK W Suite: T'enan.t : Type :: DEVPERM Parcel : 8814Siif4!; CITY OF TUKWILA Permit No: D01 -249 Zone'} 3.' t Pa ;! t i,on wa l-1 s attached Ceiling grid, must be l a t e r a l l y braced if over eight (8) feet in length. Any .e xposed:.. insulaati on.s.w..backing,;m'aterial shall have a Flame Spread Rat'ing'of 25 or less, , and material :. shall bear identi -f <.icWon s► owing the fire performance',rating thereof All construct ion to be done in ".conformance with approved plans a:and requir of the 1 )form Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition `and Washington .' State Energy Code (1997 'Edition). %Fl umb i ng periii i is shall be obtained through the Seattle-King 'County Department of Public Health. Plumbing will be }inspect:ed;by, that wagency , including all gas piping (296- 4722) >, 'Notify the C'.ity,.of Tukwila Building ,Division. prior to placing any concrete This procedure is in addition to any requirements for 'special inspection. 10. All wood to remain in - ,placed concrete shall be treated wood. 11. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con - :strued to be a permit for, or an approval of, any violation of any of the provisions of the b u i l d i n g code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 1'., :All rack storage requires a separate permit through the City of Tukwila. Structural calculations stamped by a Washington State licensed Structural Engineer are required for rack storage over eight (8) feet in height. 13. Electrical permits shall be obtained through the Washington Status: ISSUED Applied: 08/09/2001 Issued: 09/04/2001 •k . ,. * * k yl• •k k * ir• 7C•7C 9C X VI nt* •k * •k •k •k * * 'k •k * * •k * k •k A• •k 'k •k k A k •k 7l k •k k * * k k A: •k * * k •k *• * •k •k * •k •k * * •k * •k * k • Permit Conditions: ,. No ` changes will be made to the plans unless approved by the Engineer and the Tukwila-,Building' Di ision, When special inspectionis required either 'the owner, ,architect or engineer ° shall:, notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection.'' Copies of all special . inspection-' reports sha l l be submitted to the Building; .. ;:Division in a timely manner Reports shall contain address, . project name, permit number and type of inspection being performr►edi. The special inspector 'sha'p submit' a final signed report stating' whether the ;work requiring special inspection was';' to the. best ,of the inspector's knowledge, in conformance . i th4pproVed plans °and .: specifications and the applicable workmanship` provisions of, the 04 ny- new ce i l 1 ng grid and light fixture install at i on is required , to meet lateral br acing requirements for Seis; State Division of Labor and Industries and ali electrical work will be inspected by that agency (248 - 6630). There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 15. All mechanical work shall be under separate permit issued by the City of Tukwila. 16. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC. ;. permits, inspection records, and approved plans shall be available at the job site prior to the start of any con - struction. These documents are to be maintained and avail- able until final inspection approval is granted. . All structurai concrete shall be special . inspected (UBC - Sec. 306(a)1). • * * *FXRE DEPARTMENT 'CONDITIONS * ** ."" The total number of fire eXti ngui sher.;s required for ';your establishment is calculated at one extinguisher for each 3000 "sq. - ft. of area. The , extinguisher(s) should be of the "All Pu rpose" ('2A, 106; C) dry chemical type. Travel distanc;e to anyfire must be 75' or less. (NFPA/,10, 3-1.1) ;Ma int in fire extinguisher , coverage throughout. }Portb.l e f ir.e ext i ngu i sher;s, shall be securely i n s t a l l e d : o the 'hanger Or in the ' "'brack'e t supplied, placed in cabinets or wall recesses. The hanger. or bracket shall be securely and , ,roperly anchored to he mounting surface in accordance wi th the : manufacturer's instructions. The extinguisher 'shall be installed so that the top of the extinguisher i notmore' than 5 feet above the floor and the clearance between ;: the bottom of the ext i,ngu i sher and the floor shall not' "lie ,less than 4 inches Extinguishers :'`. shall be:;.l ocated ,.,so as : `to be in plain view (if at all 'possible), or if not in plain, view, they shall be ldentif • ed with a sign stating, "Fire Extinguisher ", ' with an arrow pointing to the unit " ..' '(NFPA 10, 106.3)' "" (UFC standard . ..10 7 1 ) Clear,access: to fire extinguishers is required at all times.``.,. They `fay-:not : :. be hidden or obstructed. (NFPA 10 1-6.5) * ** EXITS .:;' *A * - `UFC .Article.. 12. No point in :a spr ;nklered building° may be more than .2.50 - :feet from art ex .it, measured along the path of "tray el . (UBC :1004.2. 5. . Exit doors shall; : b;e,openable from the inside without the . use of a key or any. special knowledge or effort. Exit doors shall not be locked', : chained;" bolted, barred, latched or otherwise rendered unusabl'e All locking devices shall be of an approved type, (UFC 1207.3) 28. Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its precense would obstruct or render the exit hazardous. (UFC 1203) 29.. 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. (UFC z ▪ w oC 2 00 • 0 w � tL w 0 LL Q. CO = W ~ _ z1.- zo w uj 0 ( -2 . w • w — �. U N 0 Idcvs 4 '4 %Zdal; 1207.3) 30. Storage under ext or interior stairways'Thall not be permitted unless such space is protected on tne enclsoed side by one hour Fire-resistive construction and sprinklered where required. (UFC 1210.3) 31. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207-1212) • 32. Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 33 • When two or more exits from a story are required, exit signs shall be installed at the required exits and where : otherwise necessary to clearly indicate the direction of 'egress. (UBC 1003.2.8.2) 35. Aisles leading to trequired exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code 'requirements for acCessibility. (UFC 1204.1) 36. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle , at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Division 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of PO or more (UBC 1003.2.9, 1003.2.9.2) ' • Exitsshall not pasS through kit:aliens, storerooms, resti-OOms, closets or spaces used for similar purposes. ' • (UBC 1004:2.2)- • Whe04wo,or more exits from a story are required and when two or more exits from a,room or an area are required, exit sign's shall be illuminated. (UBC 1003.2.8.4) 39. Manual operated edge- or surface-mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and-apProved automatic flush bolts are used, the door leaf having the automatic flush bbltsshall have no door knolior surface-mounted hardware The unlatching of any leaf shall not require more than one operation. (UFC 1207,:3) A)1 4xitsigns shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hour in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance- with the electrical code. (UBC 1003.2.8.5) 41. *** SPRINKLER, SYSTEMS *** - UFC ARTICLE 10 - NFPA 13 42. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1901) 43. Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4-1.2) 44. All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212-80) 45. 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 z i z • 1.1 O - cow WI aj 0 g -71 u. I z 1- ZI- •0 —• .c) u. 6. Li; co c.) 1- 0 . and/or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 46. All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #1901) 47. Hose racks must remain unobstructed to allow the rack to swing freely. (UFC 1001.7.3) 48. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13-4-5.5.3.1) • All control, drain, and , test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. The signs shall be secured with carrosion-resistant wire, chain or other approved means. (NFPA 13-2-7.3) • Contact the Tukwila Fire Prevention Bureau to witness all required Inspections and tests. (UFC 1p.503) (city Ordinance '$1900 and #1901) • Maintian :Sprinkler coverage per N.F.P.A. 13. Addit walls, closets or partitions may require' relocating and/or,addingSprinkler heads. ,Maintitan hose station coverage per City Ordinance #1901 and N.F:P Addition/relocation of walls or partitions .— may'require relocating and/or adding hose stations. *•l*FIRE SYSTEMS*** - City Ordinance #1646 - NFPA 72 • Ansle„to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches sh01 provide access to the panel and '30 inches of working space shall be provided directly in front of the panel. (NEC NEC 110-16(c))', • Eachcircuit breaker shall be legibly marked to indicate '> it'S 'purpoie. (NEC 110-22) . _ • Allelectrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 57. Doors into electrical control panel rooms shall be makred with a ''plainly visible and legible sign stating "ELECTRICAL' ROOM" or similar approved wording. (UFC 8509.3) 58. ***ELECTRICAL*** UFC Article 85 - NPFA 70 - NEC 59. 101 ***BUILDING !CONSTRUCTION " - (UFC, UBC) 60. In combustible construction, fire blocking and ,draftstopping shall be , installed to cut oft all concealed draft openings (both vertical and horizontal). (UBC 61. When fire dampers Are required to maintain fire resistance of construction, they shall be installed in accordance with their listing and U B C Standard #43-7, (UBC 713.11) 6 . Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection raing. Such label shall be approved and shall be permanently affixed. (UBC 713.3) 63. 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. (UFC 901.4.4) • 64. Accumulation of combustible waste material is prohibited • during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close . 40 , 14% , ', ..V4IA,40 , 3F4";gbAtler: , ..03tVitra . atiVi94/ 0 , }10 z 1 z u.1 2 6 0 O 0 : Cn W 111 —I 1— w 0 g u. 1.1 I-0 z I- LL, n a O (22 w u_ di co p5E z hature: the working as often throughout yo day as .needed.: A.11 interior demoi debris must be removed prior to demo of ;the automatic sprinkler system. Contact the Tukwila Fire: Prevention. Bureau'at 206- 575 -4407 for an inspection of the -building prior t� shut down of the automatic sprinkler system. • — THESE—PLANS WERE REVIEWED BY INSPECTOR 512'. IF YOU HAVE ;'ANY' QUESTIONS, PLEASE CALL THE. TUKWILA FIRE PREVENTION BUREAU AT C206)575 -4407. i ereby certify that I: have read these conditions and will comply *h — them as outlined. A l l p r o v i s i o n s of law and ordinances governing ,s ,work will be complied with whe.t,h.er specified herein or not. e granting of this permit, not presume give authority to alate. cancel the :p:roV isions ofanyc „other works or ,local laws e ilati.ng. construc;tign the .performance' of work. Project Name/Tenant: Luwa Distributing Inc. Office Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel • Office ❑ School /College /University ❑ Other Value of Construction: $175,000.00 Site Address: 1112 Andover Park West, City State /Zip: Tukwila, Washington 98168 Tax Parcel Number: #352304/9053 Property Owner: R.J. Hallissey Company Building Square Feet: 134,500 SF existing Phone: 425.455.9292 Street Address: 12835 Bel -Red Road, Suite #140, City State /Zip: Bellevue, Washington 98005 Fax #: 425.455.2016 Contractor: MMI Services /4 fi)..Z' .27 ,Mf 09 P5 Phone: 425.369.8655 Street Address: 245 East Sunset Way, City State /Zip: Issaquah, Washington 98027 Fax #: 425.369.8656 Architect: Ferrari Design Group Architects, PS Phone: 425.821.3383 Street Address: 12277 134 Court NE, Suite #203, City State /Zip: Redmond, Washington 98052 Fax #: 425.821.3213 Engineer: Kia Co Consulting Structural Engineers Phone: 425.644.6400 Street Address: 555 116 Avenue NE, Suite #150, City State /Zip: Bellevue, Washington 98004 Fax #: 425.644.0463 Contact Person: Frank Heffernan, AIA dba Ferrari Design Group Architects, PS Phone: 425.821.3383 Street Address: 12277 134 th Court NE, Suite #203 City State/Zip: Redmond, Washington 98052 Fax #: 425.821.3213 Description of work to be done: Demolition of an existing approx. 2,000 s.f first floor area and mezzanine area. Construction of 3,978 s.f. of first floor office /display room /presentation room. Construction of 1, 987 s. f. storage mezzanine. Structural work associated with the addition of a new exit door through an existing concrete wall panel. Construction of a handicap accessible ramp & parking stall. Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel • Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel • Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes • no If yes, extent of change:(Attach additional sheet if necessary) , Will there be rack storage? ❑ yes • no Existing fire protection features: ■ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 134,500 SF existing Area of Construction: (sq. ft) 5,965 SF - Will there be storage of flammable /combustible hazardous material in the building? ❑ yes • no Attach list of materials and storage location on separate 8'/2'X11" paper indicating quantities & Material Safety Date Sheets — Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be acce throu the mail or fa cs i mile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews my be determined by the Public Works Department) ❑ Curb cut/Access /Sidewalk ❑ Channelization /Striping ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent #: Size(s): ❑ Water Meter Temp #: Size(s): ❑ Miscellaneous O Cut cubic yds. ❑ Flood Control Zone Size(s): O Fill cubic yds ❑ Sewer Main Extension ❑ Water Main Extension O Deduct 0 Water Only Est. quantity: gal ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public Schedule: 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 extend the time of action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: PLEASE SIGN BACK OF APPLICATION FORM FOR STAFF USE ONLY Project Number: Permit Number: Application take by: (initials) BUILDING OWNER OR AUTHORIZE AGENTS SignatureA ff `n�i Date: g" g' O Print Na "I" VL S ! / Phone: (k Z (+Sc.. , Fax #:eras „ s' ad t� Address: �� - f�c.�tZSS - City/State/Zip: ALL COMMERCIAL /MULTI- FAMILY TENANT IMPROVEMENT /ALTERATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ • Complete Legal Description • ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10) Four (4) sets of working drawings (five (5) sets for structural work), which include: • ❑ Site Plan (including existing fire hydrant locations(s)) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive are slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species, which are to be removed and saved. 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ • Floor Plan: show location of tenant space with proposed use of each room labeled ❑ • Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ • Vicinity Map showing location of site • ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exist doors. Show dimensions of aisles, including dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ • Indicate proposed construction of tenant space or addition and walls being demolished ❑ • Construction details • ❑ Sprinkler details — details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. • ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings • ❑ SEPA Checklist — if intensification of use (check with Planning Department for thresholds) ■ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. • ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) • ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit form H-4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 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. �u I' te6 p 4C1(eJccc` c C gci z ~ w e! _ U U c W I w w 0 g< = I- al Z = I- w n O ( O I-- W • w LL'O •• Z w U = 0 z f} +�'� •y 1 st. zC' *.A1i. * *A * *iki4 *Ake. ** *il:1 >t..- ,tit ' *dlc.,ti71:t 4 .,. At . k le, * le le 14z:A,A;A *A4 •k.A4f ? fy o T.UKWXLA'., ,.Wig R0pr'iri'bed.• 09/04/.01: I1 :38 . TR SMIT: *4$>'r4 * * *.*r44,4* *At•kAi4 AA4**c A. AAl* 4 ikktt >H A 4t4' *'1licA4**c>;*E * At44*A.*..3:4:4k' i.}0 NSM.IT t4ur1berr: R0i0 .A31 '.A.moutit e . •1 .4.i 8 25 '.09/ /•01 ; :'11 »36. Pa yment: Method: G I.IECK Noytai;i ornLANA• TSTRIB lnitz.: KAS . . . � .e, ^mr . 1),01 2.49. •T pe GEV PERM.. DEVEL.t)PMENT • PERMIT • P a cei WW•o 8B"36' Ow0i;10. e...Aci Or e J ANDOVER PK W Total Ee.e.s•:. 2,3:37.19 LI ' payrneti' i g 4 25 • Total : ALL , - Pmts.: •:2, 337. i 5 •• , B R 'I .a n o e'. .., O O_ c:t. Code .. De rig^ i pt i on Amount • - :UO /322...109•BUIL;DING••-- NONRES I J3..7 ti ' * * * ** * 'it **A�,k*'• ***, /, h'A4t *4 * * * * **. *itiF *,k * ** * *AIVI, *. *,k * *4- * *x *icy Y t3F'' TUK IXLA, WA TRANSMIT '. * *** * * **k ** ***4,4,4 *e *:is *,t * ,A** **k*c* ***o.** *fit * *�k *iil* ** * * * * *� ; * l NSMI t Number r RO1.O1031 Amount 9113.94 : 013/0e..1/01 iti :20 �r meht Method: CHECK Natation: LUWA DiSTRIBUTIN In it:' SKS • er^'diit No: l '1-24 Type :. DEVPERM DEVELOPMENT PERMIT arce1 Na :. . .1383650 Addre' i .11i.3 PK W Iota 'I Fees; 2, 337.'19 910..94 Total ALL Plots: . : 918.94 .' p �cvm�+rtt, . Balance . 1 *** ** * ** * * *,* * * * * ** Air****** ** **•* *4 * ** * * *** * * * * * * *fie *fie* &ount Cm de 'Des `cr%ipt ion Amount.. O ;OOt3 6/ 83O PLAN ONKES 98.94 ' .: a Project: f (. 4,4/� a Type of Inspection: `— ! - �/ lJl -4( Address: Date Called: Special Instructions: Dat Wanted: � f 3 - e 2 3 Re ter: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTIO NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT$I (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE QUIRE •. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedul re einspection. Receipt No.: Date: 1:.Sr mi`siti `. 7 .'G",�i4s sti Giu6i�L ?',;J,fi�Sr ,:�d�kp`�tx"YY, ;rrii`i i:?Ar7V'.a%nft?SS��{ : ii':14't? wr .. .r: - ;: fi— OC W' QQ � . JU 00 co CY W = , JIB W O: CO J I— W 20 uj n p O • - F-' W W `.. U; _ Z o �' 0 Project: Project: /4 9 / Cij46 T /,(/6 Type? Insp ction: /K e , -Z .51 .∎ At, Address: /42 ,4J1 Date Called: /? - 3 n oc, � g Special Instructions: / n/)U ( ��l i°9/i //it/Cv.— , p / . .;:. ` : ,r{ / ; . 1 (Q � ( R O fl) Date Wanted: * A:2 :-, j Ore a.m. /? - p.m. Requester �� e za4 - 395" INSPECTION RECORD Retain a copy with permit :INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -367 MMENTS: Approved per applicable codes. 47.00 REINSPECTI paid at b300 Southcen FEE REQUIR r Blvd., Suit • El Corrections required prior to approval. . 5 i9 / (d' CJ r7b' 4 1 IcA/ isyer 4 / evi eL r. � 14/ P/N/06/%1g n . / G f - rP // .✓ / T,tt i n o-! -/. se-x/ re° e ?/// efit / ?2 /' /.,t1 Date: / 7 `S" -- J 2--- b. Prior to inspection, fee must be 100. Call to schedule reinspection. Receipt No.: Date: r i �+? s vsitbt6 12t; g3 mwv fe fP Project: Lchx /.5-/i-, baty Type of Inspection: (iori(i Keic A 14/.0 Address* j// Andcoor PK iAl Date Called: //-/-02 Special Instructions: pn (4- 0 /rvi)e)4 Date Wanted: C .rn: - h./ p.m. - e 2 Reques/te/r: Al ti r /,ii ft— Rose Phone No: — INSPE eN I • ■ • . 'I .t. INSPECTION RECORD jDate: rn Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspec Date: REINSPE ON FEE REQUIRED. Prior to inspection, fee must be " --1 paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: ==='= f,gmwakstitok.' if ( z Lil 6 n O 0 (0 0 Ili I CO U. W O I g ▪ < tu • a Z I— 0 Z (LI w D U • 0 — IL I I 0 U. g ▪ Z ILI 17-• • I o 1- z Project: �:. UW Type of Inspection: , Ligh�1Nt y F. ( *rols Address: s ///a /OW Date Called: 1 o - )a- - o a Special Instructions: r LQ( O T O. f)C(' S (�(� S` Date Wanted: ` !! O 3 - () - p.m. Requester: !3'1 k. (a. i vl. or Phone o: i t HIk a019 7Cs 37)41 u { INSPECTION RECORD Retain a copy with permit b - a4 9 INSPECTION NO. ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 PERMIT N Approved per applicable codes. Corrections required prior to approval. COMMENTS: cscotr2agsg 2>c i-% {=, 0 Ca .. M.J.. 47.00 REINSPECTION EE REQUIRED. Prio to inspection, fee must be aid at b300 Southcen er Blvd., Suite 100. all to schedule reinspection. Re " ceipt . No.: Date: 1 07 O Date: ,e447: 14ciAk. ti Z D , U ; U O cl L u, } 1_. Z H. Ir- Z W. V 0 - 0I— Ww co o Ll! z PERMIT NO. . 4 %t� iw,.}��ktt�.i•`�xua'xt# shiysivk$t'.1:}n%33U1Si: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188; .; Projecti Address: - /3_4.1 Special instructions: Type of I splle`cc�t'on:; � G��t Date wanted :. Phone: Approved per applicable codes. COMMENTS: grt g (0 OP; L ;Ai PAe In Date: i 6 00 REINSPECTION FE REQUIRED. Prig to inspection, fee must be paid 300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permi (206)431- 3670 Corrections required prior: to' approval. Z JU U 0,' CO C W = J U) u_ w u. < to 2, F- z �.. 1- O W • 0 U: O 1- w • U 0 : 1 Z • I P ". • � Z • ' ... • „.,. . ... • • • • . ;`. INSPECTION NO. INSPECTION RECORD_ Retain a copy with pennit. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 . Proja Address: '4th,' C ,4 te) Special instructions: • TyrpfInspe 'on: Date called: ; Date •• • '5 Requester: Phone: Approved per applicable codes.' COMMENTS: , - , , • . . • , , • . • • • 4 Inspector: es I VA _ Date: 47 REINSPECTION FEE REQ MED. Prior t. inspection, fee must be paid 300 Southcenter Blvd., Suite 10', Call to edule reinspection. Receipt No: Date: ri Corrections required prior to approval.. , 4 2 ' h *4, ers 1,1* • - . ; ' ;s0: s , , v N c'ti • v ; • a 1 . z 1 Ft w rx 6 0 O 0 : W I : U) u. u j 0 g u_ < I w z o: z la 0 2 01— I— LIJ I— LL. — 0 0- 0 1- z Project: /: 1JGv0 =� Type of Irs ction / tie' PA' Pi /I - V7SGt f Address: ///4 iti6✓ , L 3 Date cal led' _ /9 ‘,3 Special instructions: • Date ante • a.m. LI --- 0 7_ na p.m. Requester: P ? ne: -" 5 7 -0770 1/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. El $4 .: + ' EINSPECTIO REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter BI •., Suite 100. Call to schedule reinspection. Receipt No: Date: ' ely�ik :H:e+!�['x�Tn:.ziti�•.. r'� :Si. �,la':.�:s. l'a,.11a�G1,;: dl,lktii�. :i si a iii? , ,.1 S.a Ft ySSs'r tL it+t S 'f. °'�riv COMMENTS: s " )-= c la i k 4 )0,,," re?cp(--1 ldrz rtn ( r D te - j s - I -- - •S _T Nr.f - -__. \3Q a Y `a. Q L L P O M - _1. t .4 .1 i Ly.k) Requester: G N Phone: ^ _ (01-5 l '12 3 .- Vr:. inn 5 (Y -r.." v^ r 9 be akco it...:0 o ':- Fr" -PsY)A;n ,ii:w-EN/c AO Project: L U U A ,Type of inspection: E E. Fra r--) (r75 ldrz rtn ( r D te - Special instructions: Date wanted: m t- _ I c _ U [ pp.m.. Requester: G N Phone: ^ _ (01-5 l '12 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. 7.00 REINSPECTION F REQUIRED. Prio f to inspection, fee must be paid t 6300 Southcenter BIv ., Suite 100. Call to schedule reinspection. R .reipt No: Del Date: rW�{aYf+fRyA '�Y�Yi/{.iiw7(AF.Iii�.K -1J� Za X144 I�� INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. .',.�'.LE.Ilt"• .. . t• tw' 1 ;:" SiNaitre:. �. �.': d' r'.:: n�'. f. Li, �w�', a1. �aS�G".,,.;.''! �? bnSt�e '.ii�EC.��tiwi:C.�:i:di��. iv W J U , 0 N N J W O r�Q S a = W Z � HO Z 11.1 uj 2 U� 0 H W W' H UJ Z 0 -. Z Project: L t1wA Dl 5t l U }1 Type of Inspection: r A w1 In COMMENTS: ! - ) ni ?i L 4/ 1.4" pa-e--, � .. r 1 , Special instructions: 16 . .'2--m .: 147 sr,- L., c Q .G 4, a F-; ›to R ester: YCk /to 1:4 M - Phone: 2011, -- LI t., el -- S 1 l 1b / is ■ ��t.,.�_.a.. Le..", v/ l L Hie.- ie" &iA . ife 7 )2 /e , f 2 , -, d t1 /d i-g-,0 t, .4-1 V/',U SiigQ ► A - lj a'7•1 44 4' no e....7 / L._'.. <.d. ...._f. d. / �iJ -- - — 41. f /.. r' Project: L t1wA Dl 5t l U }1 Type of Inspection: r A w1 In Address: I) l Nd ove ( P(� W Date called: / Li -) s- c� z Special instructions: 16 . Date Iv — 1 - °z a.m. R ester: YCk Phone: 2011, -- LI t., el -- S 1 l INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. Inspector: I` 1 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date��J $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Qu. - _•`"'�`<� s:..7fw... Sit..+.: .u.c..�aut:::.�+.y.s.•s,t:.sa.W . - :i.«G`f'�.*::il_^:..Srt:r� =� - .. - 4.1ra: . �z7 h'x iiV4 1. 4Likes41:4+104 }�'c"11£idL Z I Z . W .J U U O ; tn co W = J H: W O } ; < = W I— _. I- O Z H U � O — o W H U '. - z U - , 0 • , . INSPECTION RECORD Retain a copy with permit INSPECtION NO BUILDING DIVISION 30:0:Souihc Iv' cl,• Tukwila, WA 98188 ,I.• .Apprbved per applicable codes PERMIT NO. (206)431-3674 Ty of Inspection: h effi e AA I Project: • Address: Specia ./.// instructions: • _ t k) Date called: Date wanted: Requeste CA Phone: 400(0 — / - 5173 353•C orrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 'at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS • • .• I • $.1 , • • • • 00 I pi G , - • Date: 2 _ 7 _ 0 z Receipt No: Date: • ;:j•4 - . • -• • • • , , 4-* .41 - • 'e: ‘s • ',..;...1?.../..,..::-..4.`4,,m1:.-,4"..:k.4%=*'ACtuiTuil..Z.,A1."..14:3Net;g1.11;A:4e:::;.;,,,ai;ficit..1';qh".:1,11e,%'..AWAlh'.14'i,a,(40.%;$44:51(.44A4.1.i.■?4tA`r'gq?tV4g1,41',41.44-ii.#4..“4.4.;41.5. kft.:41;',;;'I1 roject: td4 mil b ks-1 . n Type nspectio: 1 ,, f( il lArtP tt t dd. Date c Bed: i , / 0 z ' Special ins rvctions: 0 ( Date wanted: ( i LK, a.m. Requeste6 . P t 6 2.2 C "..ff? - . s A •••;,:k.• INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 &Approved per. applicable codes. INSPECTION RECORD Retain a copy with permit .“f4k . • • • • .; PERMIT NO. 206):431-3670'.: 1 torrections required prior to approval. COMMENTS: . , , I ) rove P LA vv v $ Gme.04 C rv - O - Nio‘A ,c31("c4v- (Aia.1 I &Ci • cite■IP T-v-e)viN A co kinwl t S\CIV1 V‘r tA)e. Co L U rc -k) L • 9) U ,.)r Inspector: j Date: 2 E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, 'fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: z W z • :. re —i 00• I ( ° COW W I W O . u_ 1.0 I a z 1-0 z Lu D 0 • (n o— ;0 Au u s, L I 0: Z' Lid I= Z. 0 1 - z >Proje t ) : ; ` 3 Typ fins ect / ion Address // rl i " tom - aD to called: " / 'Specia : instructions: , w ; Date wanted: a.m. Rer : , INSPECTION NO ITY:OF' TUKWILA BUILDING DIVISION 6300_Southcenter B lvd; #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. t r 4.0( 7 2 # Ye,/ 4 , �/� .. I t . R V""? I� J 4 t` ,6 43 v./ t7 9 Date: $47.00 REQUIRED. Prior to inspection, fee must be paid at. 6300 Soutlicenter Blvd., Suite 100. Call to schedule reinspection. Receipt No : Date: / 1 INSPECTION RECORD Retain Copy copy with permit • P MIT NO. (206)431 -3670 , i ;ftta}�.4[�}+r P:A:ilAk�t%.G{Si�fS�L.[iN+1T :;. i3uiL3d'. n) Ydy'`k`.4,ry:1d.'.2Yw+ Apr 'vklki"..;i'Yi'- �i!'iia�7�riaii t ` ! •:4: »''.Aid:,;;` t trlt.4iAhi eA S�.Mti�.�:tr: �fii11J: 5i31i U�. rew 00 • N p . W =' CO LL WO . J LL < . I d I— _ Z � I— 0 Z I- 2 j C1 H WW H - : LL .:Z 0 — = ~O F - . Z P„ � , L 2 /cvl9- jj1 . T of Inspection P/1 / ddress : =' `' Date called: ///2.6 Special:iri Mu ions::' ( {' 6 ' { ° . � �f � 14 � : -- .; 3 C? c Date wanted: ' / /�2-S a.m. `- - 7S 5 -3 04 ( D 2 .06 77Z• - INSPECTION RECORD Retain a copy with permit '.INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6 300:Southcenter Blvd, #100, Tukwila, WA 98 Approved per applicable' codes. LW-2,97 PERMIT NO. (206)431 -3670 'C0141 terA 6077-fa 6', �4 9 '�. ,e rr, . /ar.I 01 r9(. - .Jc A ■ 6 ept-ihrt,"/ Date://-14-6)/ Corrections required prior to approval. 47.oe REINSPECTION E E'REQUIRED. Prior to inspection, fee must be paid at,6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Re No: Date: C.) ia,F�, va;.4.u, 2.,1,�hz.xl:.,'M• -2'• iur�r %v:.nl,+2lara�'�trlWiC'f. L=.043v .vriPi iiui7; r�ENr z � W 6 00 co co = : CO IL. WD } g J u_ a . Z �.. 1- 0 Z 1- t1,1 w U ❑ I- I :W W U ; w z . F- _' 0I z 1)rojype r n ' ' of T?Peti�n: t/ fi Alt 1 ''o 6 PL. . Date called: )1 [TO ! Special instructions: 67 4 - a t_ 'PVC Date wante / ai . ` �t l( z/0/ p•m -- Requester. P r8 (j L/toci - sin INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. DCII �a�q PERMIT NO. sit (206)431 -3670 Corrections required prior to approval. COMMENTS: g ,941/7 I /I/ E4 ct g ett,g 7 — /JRA/> Inspector: YL Gt-C.. c Date; f ,3 / (//)1 O REINSPECTIOr)/FEE REQUIRED P to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. II. to schedule reinspection. Receipt No: Date: r+{.`. c! wX.; C » s�:F�r.1:, .it `..i:5.' rrs:t� / Mtiu:F+'i �'�r *ea. '` ' " ��af.".. >�•,�1 Project: Lu 01/4)11- .1) ts bk ht:19 MI I Nci ct 17 o r? I f /Inc ft_ to Da710 1 Special instructions: , ,k, c p-ecl in 4 (11....if Date yanteof: It 1 c l 101 a.m. Rtster: Phony - 73 INSP CTION NO. INSPECTION RECORD Retain a copy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes LI Corrections required prior to approval. COMMENTS: / A /4--/ b-r0 &As, gAto 4 296)6 , 40 ,p6 Insp Gtac _ $47. REINSPECTION FEE EQUIRED. Prio a 300 Southcenter Blvd., S ite 100. Call t Receipt No: Date: // Cl/ o inspect on, fee must be paid schedule reinspection. Date: PERMIT NO. (206)431-3670 • ••■ , • , • ' Projec 0I akr' fie Type of Inspection: , f A 74)K za Date c / G /b / ,/N) /- "r 4 gf CAA' // Special instructions: 6 ,1 Date wanted: / / / 0 !D / a cr .' p.m. Requester:, 0 Zn ..: x/73 COMMENTS: , f ,/N) /- "r 4 gf CAA' // d z . iv On1 s, X21,? 1v J / - c - �, , .-41-1/d •s',04":11,-- / r C Gl� �/ � � f�� �� , T, V A 7" Phut 6F-A/c, C)f i ' I AiriA 4 - 0 --- (6 ermnyen7-7 0 .1f 7.:. . _ ` I s ,ector .. P r f C:c/l,. -� Date: J f/ //� 6 / Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 I i bo / -2‘71 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Receipt. No: Date: 47.0 REINSPECTION FEE EQUIRED. Pr r to inspection, fee must be paid t -6300 Southcenter Blvd., ite 100. Call o schedule reinspection. rlt ih• t+:... 3#: k *.i��+;:.;%iA.• tJrrE7(i,s?. *,, i%.' Fiq. 4NtEXa;'at'Mt;�3 "it4"''iL�Fai# .taiY�,�++f�> , �i ,, A .+ ',SiC. 'w.',. r- o.ors .F? 1.¢:'" " i 'sxa?d7d j 1-4 OA 4044atriba, Ty a of lnsp &io • :, t: Address: ilia � Afl fK. &• C7 ate called: lb/s10, Special instructions: Date wanted) / /7 , / (a. p.m. Reques INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ► 1� PERMIT NO. COMMENTS: rre9tA)-7(- E REQUIRED. Prior to inspection, fee must be paid Corrections required prior to approval. $47.10 R EINSP at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431 -3670 Receipt No: Date: t ?.sti'nlfizlitir�htiSiok�ln wa: Vfw�. i' iz: iir; `�;:4Yi:in'i�,x�;'c:4�M 'wY�l�!k!�' •ai���Z'Jt i+�`�.z��'.i� i��Hio�Ssl�ti�l�: >£'�r�vk�:r�� ;C-�31 r a:. 4:" INSPECTION RECORD Retain a copy with permit av INSPECTION NO PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 : (206)431-3670 Projecy Addr7s4 2 f . 04) Special instructions: Type of In pection: • Date cal ed: . Date7n e : . a.m. Requester: Phone: *proved per applicable codes. Corrections required Prior to approVal. COMMENTS: K's • . . . • • • • • .. • , . • : . — 1 1 Date: 1d6de.1.4 1:11 $4,0 REINSPECTIONifE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvf Suite 100. Call to schedule reinspection. Receipt No: Date: , 4 , 1 z z 2 111' 6 n JO o o w w I1J uj 0 92 LLI Z I-- 0 Z w 2 0 D () wz 0 52 11 " C.) S2 0 I— Project " k ' , e of Inspection: 1 Addre s ,_'• ° r'` ` ' 'Date called: t a Special instructions: tall IS -mil ahead— ._- _ Date wanted:64 �1 a.m. "1 I ! �� ( p -m. Requ t Y 1a•Yoy‘ 64 ct/,t4 1 go6-c oo -364 na INSPECTION RECORD Retain a copy with permit SPECTIO NO. ITYOF TUKWILA BUILDING DIVISION 6300;Southcenter Blvd, #100,.Tukwila;`,WA..98188 (206)431 -3670 • Approved per applicable codes. f Corrections required prior to approval. COMMENTS: 4,4 .7 X 0 5 Date: 7 ...... 17.19/ 0 $47- 47.00 REINSPECTIONFEE REQUIRE E$. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectOr. Receipt No: Date: .a . 414 : ":..ac . _- e,,.:. 1Ltta .eL:.a. f ; . Le. . 1'� }. f S� • 1•hI S `iuu,,; {::i1. ,.iYx.t.1: %o(:t.-.��>i1! fi�rcerk .: tiG.: Ytr bLht .�.kne\•+l:i':i�+.�)L..�r�� ter i%>✓ s. k>! �k''� * „M z H 6 • W O o '' CO w , -I F- . uJ 0 g J ? . a F _ : Z F i-O Z ~ U 0 H W uj O.. Lu z ' 0 = COMMENTS: Type of ligpection: • /1 r covacc( ,,,V ev&-7 CtevS f j Address: ///2 401A02ICk At 60 7,2 r-eti • e ---,--- .4," 1 1 4/. 4 1 /1.4" IM/AI oiy A /?..---"--1/?4,0 Axes . 41, - 6.0•14 - ;61 ,9 /6 0 /, )7 - V i d Phon,ei 0 .---..... \ Project: 04 I/41 /9 Type of ligpection: Address: ///2 401A02ICk At 60 Date called: '''-/ 2 Special instructions: Date wanted: „.. —) 3 a.m. 4 0 ) Requester: Phon,ei 0 - 1 EINSPECTION EE 0 Southcenter Blvd., ce, REQUIRED. Pri to inspection, fee must be paid ite 100. Call schedule reinspection. INSPECTION RECORD Retain a copy with permit • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 40/—.2 PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. ipt No: Date: 144 14gAuezigiAltaiaeatiztiAtiwaw:,s,-.ra.,.*.tinitattieRiztegt.NO.U16,LET.44 ' , dtcf,•14 . 3■6.74. ; .h.ktVi;' , i , ± . a .V+4», tvi .4,7 s. Retain. current inspection schedule Needs . shift inspection Sprinklers:Y Fire Alarm: N Hood & Duct: Halon: Monitor Pre -Fire: Permits: Approved without correction notice Approved with correction notice issued FINALAPP.FRM Ciiy of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Permit N `/ Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 z ce J U U 0 U 0 . CO LU J = H CO IL w O 2 g d co I I- w Z = i-0 Z I— w Ili U 0 O N a'-- w W u. — O Z w U = O F.. z Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Approved without correction notice Approved with correction notice issued FINALAPP.FRM Authorized Signature Ciiy of f Tukwila • TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM i 6i T /#v "r7 7,7n77 7211 7 77 7M7,7774 7777 Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Permit No. /./~" ) '7 D, to Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 25 March 2003 City of Tukwila Building Division 6300 Southcenter Blvd. Tukwila, Washington 98188 Items inspected are: 1. Reinforcing steel 2. Reinforced concrete 3; Epoxy grouted anchor bolts - 4. Structural steel erection /welds Sincerely,' OTTO ROSENAU & ASSOCIATES, INC. /Jecifne L. Parvin cc: ' Seattle Kitchen Design OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 - 2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com Project: Luwa Distribution . Number: D01 -24 Address: 1112 Andover Park W. Job Number: 02 -686 RECEIVED MAR 2 6 2003 COMMUNITY DEVELOPMENT We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. { YY.YSat4�LU:Yre»v.:.�. 10/16/2002 07:20 2067899017 i FOR BY K.M. MAW ASSOCIATES 810 3 1HD AVENUE, SUITE 352 SEATTLE, WASHINGTON 98104 KMM JOB rO. 0260 October 15, 2002 M ROSE CONST & DEV PAGE 01 STRU - 14 A LATIONS FILE COPY ROSE CONSTRUCTION AND DEVELOPMENT, INC 7033 15 ,AVENUE NW, SUITE A HP�.t .EVUE, WASHINGTON 98117 RAMP ACCESS FOR WAREHOUSE 1112 ANDpOVER PARK WEST CITY OF TUKWILA TUKWILA, WASHINGTON APPROVED OCT 1 8 2002 M NO I LD FOB rD Di KW CITY OF�TUKWILA OCT 16 2002 PERMIT CENTER REVISION \O vs1 QNAY•X r E PIRES 10/140e) LJ 0 o I -o 2 443 1e/16/ 2ee2 7: 2� 2067899017 :1 • ws. K.M. (JOE) MAIN PE. CENTRFL SEATTLE. • "J.: 624- =:(3 --j/a 41 C. // C 4. 1.404-e) v Coht-r, 5 1 7i 6 " CY - /• 0 . 1/34 /40'44 / / 6 /I x ? z r Ir ." T;C:1 zo 0 7 _5 ACP' sr 41.1 Aq 4C 6 5 - G 7S" g 5 p //2 F O/c- /7 "----C- . i , • : . . :'••• • 7;" C'' •• F -- "v . P . . i i f• e ."' '.. . . . 3. 7 3 >ciHr , . :. t, • , I L M ROSE CONST & DEV STRUCTURAL DESIGN S EETh /c5 a PAGE 02 .10B NO HEE r NO Ilk. -2: • 0' 0 CO la, • LU I—: u.. uj 0, LL • Z „i— 10/16/2002 07:20 2067899017 M ROSE CONST & DEV K.M. (JOE) MAW P.E. STRUCTURAL DESIGN S. EET — '•; C C•IT R � ub i n�.l ATTLE. .".'AS = ` ' L.�,' 'F,TI N S /G , 0ac .2 ,e- 4-4 - 3 x •3G -2 )*Si . 30 x 4 = 9/C F �o/Z 7'• s - � D • 9 x - ?s 0 -0s dIL- -2.S _ �_ /ZS" /c � 6 .S' xqDc!) x 4 - 2 /a. Al tivai 30 , 15t . . • • + , 1. DATE DESIGN - CHECK • PAGE 03 JOE NO. HEE f NC, Z: mo 6m; -J C.) 0 • N. W W • J • LL' W �< Q; • a ? t-- O, z LU U O N W W. tll U co , _ o ` '' • 10/16/2002 07:20 2067899017 M ROSE CONST & DEV K.M. (JOE) MAW P.E. STRUCTURAL DESIGN SFEE" DATE . l • STRUCTURAL ENn!Ni7 PROJECT CENTRAL SI.I;L )I ;G SEATTLE. WASHINGTON 98104 LCCATION CI. TENT 624 -71.16 /1�1 or 7o741. Lo ©A/ P1 7. s x ;c / 7 S _ 6 /G rize c /ov I.__ 7 /2 _3 -366 4 /_ . DES.•.JN C HE C K I' • i r PAGE 04 JOE NO. HEE f NO. 3 ti Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic 278 SF _ 3,264 SF X 100 = 097% N/A All Other Roofs R -21 Opaque Walls Ferrari Design Group Architects, PS R -11 Below Grade Walls Applicant Phone: N/A Floors Over Unconditioned Space N/A Slabs -on -Grade R -10 Radiant Floors N/A Maximum U- factors Opaque Doors 0.60 Vertical Glazing 0.90 Overhead Glazing 1.45 Maximum SHGC (or SC) Vertical /Overhead Glazing 1.0 Space Heat Type ❑ Electric Resistance X All Others (see over for definitions) Glazing Area Calculation g Note: Below grad walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area % (rough opening) Gross Exterior o (vertical & overhd) divided by Wall Area times 100 equals Glazing 278 SF _ 3,264 SF X 100 = 097% Concrete/Masonry Option ry p ❑ Check here if using this option and if project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Project Info Project Address: Luwa Distributing Inc. Date: August 06, 2001 1112 Andover Park West For Building Department Use Tukwila, Washington 98168 Applicant Name: Ferrari Design Group Architects, PS Applicant Address: 12277 134 Ct. NE, #203, Redmond, WA 98052 Applicant Phone: 425.821.3383 — ° " 1994 Washington State Nonresidential Energy Code Compliance Form 1994 Washin ton State Nonresidential Ener Code Com.liance Form Envelope Summary Climate Zone 1 ENV -SUM Second Edition — June 1995 Project Description ❑ New Building ❑ Additi X Alteration ❑ Change of Use' Compliance Option X Prescriptive ❑ Component Performance ❑ ENVSTD (See Decision Flowchart (over) for qualifications) ❑ Systems Analysis Semi- heated space* Minimum Insulation R -Value Roofs Over Semi - Heated Spaces* R -19 'Refer to Section 1310 for qualifications and requirements Opaque Concrete /Masonry Wall Requirements Insulation on interior — maximum U- factor Is 0.19 Insulation on exterior or integral — maximum U- factor i, 0.25 If project qualifies for Construction /Masonry Optio ist walls with HCz9.0 Btu /ft °F below (other walls must m -t Opaque Wall Requirements). Use descriptions and va , es from Table 20 -5b in the Code. Wall Description (Including Insulation (R -Value & positi•.n) U- factor Notes: Office areas only to be fully heated space insulated as noted above. Warehouse is to be semi - heated space with R -19 rigid insulation installed atop roof deck under building shell permit. Heat source to be gas rooftop units for offices and gas unit heaters for warehouse. Warehouse heat ferdlae protection only. CITY OF TUKWILA t &aPdk 'fit `• uQ AUG 0 9 2001 PERMIT CENTER Doi - z49 F- re J o 00 N o` IIJ W J LL, w 00 J: LL cop I-- w Z � ZO ILI ill o 0 =' 2 U. F-- lL Z: U= Z Location Description Allowed Watts per ft or per If Area in ft (or If for peri A ed s x ft (or x If) Covered Parking For Building Department Use 0.2 . Tukwila, Washington 98168 Applicant Name: Open Parking Applicant Address: 0.2 W /ft Applicant Phone: 425.821.3383 Outdoor Areas 1,778 0.2 W /ft Toilet Facilities 0.8 W Bldg. (by facade) 147 0.25 W /ft Exhibition Hall 2.0 W Bldg. b • 4,390 7.5 W /ft Office Area 1.2 W Project Info Project Address: Luwa Distributing Inc. Date: August 06, 2001 Allowed Watts per ft 1112 Andover Park West For Building Department Use Office #109 Tukwila, Washington 98168 Applicant Name: Ferrari Design Group Architects, PS Applicant Address: 12277 134 Ct. NE, #203, Redmond, WA 98052 Applicant Phone: 425.821.3383 Maximum Allowed Lighting Wattage (Interior) Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area Office #109 Office Area 1.2 W 570 SF 684 Present. Rm. #103 Exhibition Hall 2.0 W 889 SF 1,778 R.R. Toilet Facilities 0.8 W 184 SF 147 Showroom /Display Exhibition Hall 2.0 W 2,195 SF 4,390 Corridor /Closets Office Area 1.2 W 140 SF 168 •* From Table 15 -1 (over) — document all exceptions taken from footnotes Total Allowed Watts 7,167 W Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Office #109 3 Tube Fluorescent Troffer 6 96 W 576 Present. Rm. / #103 3 Tube Fluorescent Troffer 11 96 W 1,056 Restrooms 2 Tube Fluorescent Valence Light 3 64 W 192 Showroom /Display (Per Tenant Prepared Plans - Separate Permit) Corridor /Closets (Per Tenant Prepared Plans - Separate Permit) Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1,824 W 1994 Washin•ton State Nonresidential Ene Lighting Summary 1994 Washington Slate Nonresidential Energy Code Compliance Form Proposed Lighting Wattage (Interior Code Com.Iiance Form Project Description ❑ New Building ❑ Addition X Alteration Compliance Option ❑ Prescriptive X Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions ❑ No Changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased. (May not exceed Total Allowed Watts for Interior) Second Edition — June 1995 Allowed Li Watta (Exterior) No Exterior Lighting Is Proposed Note: for building exterior, choose either the fagade area or the perimeter method, but not both. Pro • osed Li • htin • Watta Location e Exterior No Exterior Li htin Is Proposed Number of Fixtures Fixture Description Total Allowed Watt Watts/ txture Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Watts Proposed tiY�t:L'r�;*1�d ��: k�i' IuKP,: '3i{�':sri(hi}'raT�i1^nia3+,9.r �iv4„alscci�:vi' k cc 6 W 00 ' N C : -J W O J. W < D a . W H Z H, O Z I- ' W W ' 0 W • W F„ V LLB O w Z U w F- H O Heating Equipment Schedule Equip. ID Brand Name' Model No.' a SP' A CFM Input Btuh Output Btuh Efficiency" SEER or EER IPLV ocation / Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP /BHP Flow Control Location of Service OSA CFM Econo SEER or EER IPLV ocation Project Info Project Address: Luwa Distributing Inc. Date: August 06, 2001 1112 Andover Park West For Building Department Use Tukwila, Washington 98168 Applicant Name: Ferrari Design Group Architects, PS Applicant Address: 12277 134 Ct. NE, #203, Redmond, WA 98052 Applicant Phone: 425.821.3383 Equipment Schedules The following information Is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name' Model No. I Capacity Total CFM OSA CFM Econo SEER or EER IPLV ocation 1 1994 Washin•ton State Nonresidential Ener• Code Com•liance Form Mechanical Summary 1994 Washington State Nonresidential Energy Code Compliance Form MECH -SU Second Edition — June 1995 Project Description Briefly describe mechanical system type and features. NO MECHANICAL WORK IS BEING PERFORMED UNDER THIS PERMIT. Compliance Option ❑ Simple System ❑ Complex System ❑ Systems Analysis (See Decision Flowchart (over) for qualifications) 'If Available. 2 As tested according to Table 14 -1, 14 -2 or 14 -3. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable s Flow control types: VAV, constant volume, or variable speed. : w UO . NW w z . J,— . W O J , tl.Q = O, il— _. O Z H W W; D Q: )O 0 W W: H V`. u. O w Z U_ y; O . Z LUWA DISTRIBUTING INC. OFFICES LINCOLN CENTER SOUTH 1112 ANDOVER PARK WEST TUKWILA, WASHINGTON STRUCTURAL CALCULATIONS July 20, 2001 JOB NO: 100 -0108 Lincoln Center Business Park 555 116th Ave. NE, Suite 150 Bellevue, WA 98004 RECEIVED CITY OF TUKWILA AUG 0 9 2001 PERMIT CENTER Phone 425.644 -6400 Fax 425.644 -0463 v 4 r��f�Gi -i a s Ty T e3='1.1 Project/Subject LI' v DG )c Pf 2' =-)z._.3" P )o 7 4 Date G, 1)e:' e, � )4. ,PIJ > , 7 ./4) Sheet No. 1 Job No. H4 w : 00 .o v� w w w 0 ` u. 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AO 0 • 7, >1 771 ;k---i ) , �3 =-) i 7 , ) z dj,c- ) 07G , . Jam. By 1 Date • G. Sheet No. Job No. J e —c:•)•9 wog-G-1- ) 911 # 9 Project/Subject )3 /.b 2.6 �a�i�6 �✓�� >1.� -�d Jas c/ � OO P .. _1i� By Dale 0 S�_��� / )7L# > J09.� 6. � Sheet No. J 1 Job No. � ,0 -x)06 • 00 No '.. Uw • w J' LL Q' I- w Z H, 1- 0 Z ~' U U 10 & w w . b: _�. Kemly Electrical Notes Luwa Showroom 7 -31 -02 9am 1. Will try to categorize the main showroom as a showcase room this will allow for 3 watts per square foot (6000 watts total) Re label Main Showroom to read as "Showcase Room" Brian is in contact with Robert Benedicto in Tukwila Needs copy of Building Permit, will resubmit a revision tomorrow May have to compromise with recess compact fluorescent fixtures in showcase room recessed cans (12 watts per lamp) Bathrooms limitations .8 watts per square foot. Use compact fluorescent lamps in ceiling fixture. (may get away with 60 watts) Halls will be re labeled "Presentation Room Entry East and West" Hall limitation .8 watts per square foot. Need to run a new lighting circuit to Hall West for 3 recess can lights with compact fluorescent lamps. The track Can then be designated as accent "display" lighting providing we use halogen (this allows for an additional 1.5 watts per square foot) Agg4Srw "r..,.. Showcase Room Perimeter Display Lighting: Showcase Room General Lighting: Showcase Room Kitchen Display End Wall Lighting: Showcase Room Kitchen. Display Soffit Lighting: Showcase Room Kitchen Cabinet Task Lighting: Luwa Distributing / Tukwila Showroom Lighting Specifications July 31, 2002 Tech lighting - Kable Lite 300 lin ft cable (instil or non ? ? ? ?) (6) conductive connectors (instil or non ? ? ?) (3) 4" round dual power feed (3) 4" round single power feed (6) universal turnbuckles (part t) (6) isolating connectors (bare or insul???) (18) adjustable or non stand offs ? ?? (power jumpers ? ? ?) (80) lite fixtures (80) lamps 12v 35w (6) remote trans (■2$) 6" rec ( to an lights att compact fluorescent lamps Tech lighting (2) Monorail (2) 4" power feed canopy (4) wall stand offs (4) end caps (4) Georgi wall lite fixtures (4) lamps 12v 35 watts (1) remote trans Tech lighting (2) Monorail (5) 4" power feed canopy (1) 6" power extender (4) 6" stand offs (2) Conductive connectors (2) end caps (8) light fixtures (8) lamps 12v 35w (1) remote trans Task lighting inside and under wall cab (12) 10 watts lamps (4) arch lamps top of cabs (4) 35 watt lamps 700KP4C424S 700KP424S 700PARTTS 700M0A48S 700WMOP4RS 700WMOS01 S 700MOCCAPS 700WMGRGS 700M0A96S 700MOP4CO2S 700MOP06S 700MOSO6S 700MOCCNS 700MOCCAPS Luwa Distributing / Tukwila Showroom Lighting Specifications July 31, 2002 Showcase Room Oven Display Lighting: (2) 2 3 /4" 12 v 10 watt Halogen low voltage puck lights Showcase Room Vent — a — Hood Display Lighting: (2) 2'/" 12 v 10 watt Halogen low voltage puck lights Bathrooms: (2) Surface mount fixtures (4) 9w fluorescent lamps Presentation room Entry: Presentation room cabs: Presentation room ceiling: 16' Display track lighting (6) 35 watt halogen lamps Task lighting inside and below wall cabinets above sink Task lighting inside upper portion of armoire cab uppers (8) 2x4 fluorescent light fixtures in suspended grid •, X client Contractor Architect x Building Dept. Engineer Inspector and Date J. Svacek 1 -10 -03 Copies to: Form No.: T -104 Revised: 02/01 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4-US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau CONSTRUCTION INSPECTION REPORT "ItCEIVED JAN 21 2003 Report Number: 003 Inspection(s) Performed: Structural Steel Erection and Anchor Bolts Project Luwa Distribution Permit Number: D01249 LOJ�kk Address: 1112 Andover Park W, Tukwila Job Number: • -686 Client Seattle Kitchen Design Architect: Contractor. Martha Rose Engineer: Reference Standards Used: AWS D1.1 Remarks Technical Responsibility: Page 1 of 1 Visit to site — Reference previous report by this inspector, missing weld at ramp is now installed. Weld appears acceptable. Work is by certified welder, previously verified. alt r Hansen-Pro t Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. 1 X client Contractor Architect x Building Dept. Engineer Report Number: 001 Inspection(s) Performed: Structural Steel Erection and Anchor Bolts Project: Luwa Distribution Permit Number: Address: 1112 Andover Park W, Tukwila Job Number: Client Seattle Kitchen Design Architect Contractor. Engineer: Inspector and Date John Svacek I have visually inspected field welds to the ramp at the front of the building. I have noted one missing weld at the 12 -30-02 guard weld post to footing embed per 4/S2. The contractor was notified and will re- schedule the inspection. Reference Standards Used: AWS D1.1 /approved plan. Does Not Conform Copies to: Form No.: T -104 Revised: 02/01 � OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4-US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com CONSTRUCTION INSPECTION REPORT Remarks Technical Responsibility: I aiisen-Project Ma RCEIVED 14 203 COMMUNITY DEVELOPMENT al r Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 X client Field Cure Contractor Architect: Architect x Building Dept. Client: Seattle Kitchen Desii ns Engineer Date: 12/09/2002 Inspector: Jeff Rabe Job Number: I 02 -686 I Report Number: I 001 Permit Number: DO1 -249 Field Cure Project: Luwa Distribution Architect: Area (Sq.ln.) Address: 1112 Andover Parkway West, Tukwila Engineer: Joe Maw Client: Seattle Kitchen Desii ns Contractor: Martha Rose Date: 12/09/2002 Inspector: Jeff Rabe Inspected the resteel and placement at I Elevated ADA ramp at storefront 4x8 Resteel is grade I 60 I , as specified, from I C,b Placement Data Description Design Batch WeightslCubic Yard Supplier: Corliss /americ. Cement (sack/type/lbs.): 6sk Mix Number: 000903 Fine Agg. (lbs.): 4x8 MSA: Coarse Agg. (size /lbs.): '/." Max Slump Allowed: 4 Coarse Agg. (size /lbs.): 12092002 conc tckt.tif Max W/C Ratio: Coarse Agg. (size /lbs.): 28 Total Yards: 4 Fly Ash (lbs.): 8.36# Placed Via: Boom pump Water (lbs. /gal.): Consolidated Via: vibrator Admixtures (specify): 2% pozz nc534 Required Strength (psi): 3,000 Hot water Sampling and Casting of Samples ASTM C 172, C 31 Cubic Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: I 1-4(#4 is field cure) 4 3.5 n/y 60.4 37.6f 098 093105 Weather: I Cool, partly cloudy, light. So. breeze Slump Range: Date Samples Picked Up: 112 -10 -02 Comments Recommended cold weather procedures such as insulating blankets. Field cure placed on ramp, break 12/11/02 8am for contractor Other ASTM Methods Used: Information prior to stripping REINFORCING & PLACEMENT: ( Conforms I x 1 Does Not Conform J Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Type of Fracture (other than cone) 1 12 -16 -02 7 4x8 12.43 8.39# 56,240 4520 2 1 -6 -03 28 4x8 12.63 8.41# 67,070 5310 3 1 -6 -03 28 4x8 12.63 8.36# 70,270 5560 4 12/11/02 X 2 4x8 12.57 8.34# 22,230 1770 SAMPLE TEST RESULTS: I Conforms [ x I Does Not Conform OTTO ROSENAU & ASSOCIATES, INC. 1---- Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA C E V E D Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723-2221 N 14 2003 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.corfiy CONCRETE REPORT TEST RESULTS Tested in general accordance to ASTM C39 X ASTM C78 ASTM C109 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: Technical Responsibility: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Form No.: F -102 Revised: 06/02 Page 1 of 1 ASTM C617 COMMUNITY DEVELOPMENT Walt Hansen - Project Manager ASTM C1231 X t+iirS.'r'ddicF$ef�tttbtiu �ilak``fL�akssau .� «sir �.k�uf ,!3 '`t4Lltir.'e X client Project: Luwa Distribution Contractor Address: 1112 Andover Parkway West, Tukwila Architect x Building Dept. Date: 12/09/2002 Engineer 1 Inspected the resteel and placement at I Elevated ADA ramp at storefront Job Number: I 02-686 I Report Number: I 001 I Permit Number: I DO1 -249 Test Date Project: Luwa Distribution Architect: Address: 1112 Andover Parkway West, Tukwila Engineer: Joe Maw Client Seattle Kitchen Designs Contractor. Martha Rose Date: 12/09/2002 Inspector: Jeff Rabe 1 Inspected the resteel and placement at I Elevated ADA ramp at storefront Resteel is grade I 60 1 , as specified, from I C,b Placement Data Description Design Batch Weights /Cubic Yard Supplier: Corliss /americ. Cement (sack/type /lbs.): 6sk Mix Number. 000903 Fine Agg. (lbs.): MSA: Coarse Agg. (size /lbs.): '/," Max Slump Allowed: 4 Coarse Agg. (size /lbs.): 12092002 conc tckt.tif Max W/C Ratio: Coarse Agg. (size /lbs.): Total Yards: 4 Fly Ash (lbs.): 4x8 Placed Via: Boom pump Water (lbs. /gal.): Consolidated Via: vibrator Admixtures (specify): 2% pozz nc534 Required Strength (psi): 3,000 Hot water Sampling and Casting of Samples ASTM C 172, C 31 Cubic Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: 1 1-4(#4 is field cure) 4 3.5 n/y 60.4 37.6f 098 093105 Weather: 1 Cool, partly cloudy, light. So. breeze Slump Range: Date Samples Picked Up: 112 -10-02 Comments Recommended cold weather procedures such as insulating blankets. Field cure placed on ramp, break 12/11/02 8am for contractor Other ASTM Methods Used: Information prior to stripping REINFORCING & PLACEMENT: Conforms 1 x) Does Not Conform I Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Type of Fracture (other than cone) 1 12 -16-02 7 4x8 12.43 8.39# 56,240 45 2 28 4x8 3 28 4x8 4 12/11/02 X 2 4x8 12.57 8.34# 22,230 1770 _ SAMPLE TEST RESULTS: j Conforms I I Does Not Conform OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA RECEIVED Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 ; SA 0 2 2003 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com CONCRETE REPORT Tested in general accordance to ASTM C39 X ASTM C78 ASTM C109 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: Form No.: F -102 Revised; 06/02 TEST RESULTS Page 1 of 1 Technical Responsibility: ASTM C617 W It H fis 1 Project Manager COMMUNITY DEVELOPMENT ASTM C1231 X This report applies only to the 'terns tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Z z . • W O 0 CO 0 CO (LI Ill = � 1.1- W • } g J I Z F.. : I-0 W ~ 2 • p O ,,, Ci W • W L' O Z W U N i= O ~ Z X client Contractor Architect x Building Dept. Engineer OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4-US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenaui CONSTRUCTION INSPECTION REPORT Report Number: 001 Inspection(s) Performed: Structural Steel Erection and Anchor Bolts Project: Luwa Distribution Permit Number: Address: 1112 Andover Park W, Tukwila Job Number: Client: Seattle Kitchen Design Architect: Contractor: Engineer: Inspector and Date D Graham On site to perform special inspection on new access ramp per approved drawings AWS D1.1 and job specs. 11 -25-02 1) Verified building permit and approved drawings. 2) verified welder WABO cart William T Goss, Exp 4 -1 -03 GOS826763 SMAW 3) Witnessed drilling and cleaning of holes minimum depth of 4'//" was met. 4) Epoxy grout not on site at this time epoxy grouting of anchor bolts not performed at this time. Welding (field) has not yet begun at this time. J. Abson Arrived on site for Epoxy Grouted Anchor Bolt Installation for new slab to existing wall. 11 -25 -02 Contractor placed anchor bolts per detail 5 on S2 and faxed engineer change order (Fax dated 11 -25). Contractor placed all thread bolts into dean holes using Simpson Strong Tie epoxy. Placement and procedures CONFORM to approved plans and specs. Copies to: All Does Conform Form No.: T -104 Revised: 02/01 Remarks C If.A; I V D DEC • 0 2002 DEVELOPMENT Technical Responsibility: alto a en- - roject Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 1 April 4, 2002 Sincerely, James Rados Michael Rados Luwa D I S T R I B U T I N G Superior Appliances by Design 3� Owners of Luwa Distributing, Inc. ATTENTION: CITY OF TUKWILA FIRE DEPARTMENT FILE Luwa Distributing was asked by the City of Tukwila Fire Department to provide them with documentation regarding the frequency of use for the active kitchen facility. This facility will be used primarily for Dealer Presentations of the Miele product line. These presentations will occur ten to twelve times per year. RECEIVED MAY 1G ZOOZ BUILDING DEPARTMENT SEATTLE P.O. Box 30510 Seattle, WA 98103 (206) 782 -2465 Fax (206) 781 -7042 PORTLAND 7911 N.E. 33rd Dr., Ste. #250 Portland, OR 97211 (503) 493 -8147 Fax (503) 493 -8167 Yt. THE SAFETY TEAM r / V.__ft,, 190 ,,,,,/ VENTILATION SERVICES, CO. PO BOX 80782 SEATTLE, WA 98108 Phone: (425) 656-0650 1 2 /-4)0 / S Fax: (425) 656 -9075 e/ , ss 2 Lc-7 jd X70 s CUSTOMER ORDER N0. PHONE: d 70774 TERMS BILL TO O W,4 1ST r/4 ADDRESS /// 2 4.4 it ( OA,- lC t 1 ' CITY kevi��,4 1004 1p/gg JOB NAME & LOCATION i l% 47 4 /s w - DESCRIPTION: IS FAN ACCESSIBLE? YES s / NO IS DUCTWORK ACCESSIBLE? YES / NO KITCHEN VENTILATION / HOOD CLEANING Thoroughly pressure wash the entire internal ventilator system from the main cooking area. This includes but is not limited to: Cover and protect all appliances, counters and floors from water. Chemically pressure wash fan, fan blades and fan assembly. Clean inside of Hood and connecting ductwork to fan assembly. Clean all filters and plenum areas. Complimentary polish of stainless steel area around Hood and Duct. LE NO. DATE ORDER 1/0/0a STARTING DATE "S/ ORDER TAKEN BY /. JOB CONTACT ( r/Jel JOB P L�' 4 HON '0 iJa.r 80% of the contamination removal will be to bare metal, 20% remaining will be shadows, not to exceed 12 mills, except neglected burns over gas fryers which will fade with time. Though every effort is made to negate the prob- lem, this company cannot be held responsible for painted hoods, or water damage caused by duct system other than a NFPA 96 code system. We are an insured, licensed and bonded fire protection group. Kitchen exhaust systems will be cleaned as specified above every ) months. *Appropriate notification will be given for scheduling. /,y� At0A./ {o e!eae (u- ( per hour charge for any additional wait time.) =e :eY.t We propose hereby to furnish materials and labor — completely in accortlarice with above specifications and NFPA 96 for the sum of $ sl Per Cleaning WORK ORDERED AND AUTHORIZED BY: SIGNATURE: I HEREBY ACKNOWLEDGE THE AUTHORIZATION TO BEGIN WORK. 01/16/2002 12:30 K1A CO Seattle Kitchen Design 1112 Andover Park West Tukwila, Washington 98168 Attn.: Mr. Jim Rados / Brad Barnes Project: LUWA Mezzanine / Ceiling Tukwila, Washington This letter is in response to questions and changes from your contractor. Our respond is listed below: 1. (2) studs may be used in place of 4x6 at detail Please see enclosed detail. 2. Shear wall on the west side of the mezzanine may be eliminated if east wall of the corridor is used as shear wall. Please see enclosed partial foundation plan. 3. Simpson ITT hanger may be used at detail-J/S2. 4. Simpson MIT hanger may be used in place of HIT hanger at detail-H/52. 5. Please see enclosed alternate detail-C/S2 per contractor's request. 6.10d box nails at 3" on center at plywood panel edges, and 6" on center field are acceptable substitute for 8d common nails at 4° on center at plywood panel edges, and 12' on center field per note on foundation plan, sheet S Please call if you have any questions. Kia CO •.: 4256440463 ( Alireza Ghassemikia, PE RECEIVED APR 1 6 2002 BUILDING DEPARTMENT i• PAGE January 16, 2002 Lincoln Center Business Park 555 116th Ave. NE, Suite 150 Bellevue, WA 98004 Phone 425.644-6400 Fax 425.644-0463 01/16/2002 12:30 4256440463 1 , ---------------.......... ------- c ‘A.91P.)4 4d100V:i .140e,fr''J g 12 e; PrOMCVSLI e )2'7 Y 7 :Z 7 Z) IY- , 4- )71 RECEIVED APR 113 2002 DEPARTMENT " cn j"/ r"e )9 "r1,•9„/' ,-ox ----- 2- `re • P ■409 / 1 • .• • ...A.A.., ••••••••■..........•-•....._- - .e),%7Y )2 PAGE 05 Sheet No ; W.I. AM Job No ri z cc LI 6 0 0 (i) W Z . CO LL uj 0 < a uj Z 1- 0' ZI- DO 11J uj u j z 0 L a MU LVAN NY G2 November 6, 2001 LL Mr. Ken Nelson Plans Examiner City of Tukwila 6300 Southcenter Boulevard Suite 101 Tukwila, Washington 98188 DESIGN AT WORK Re: LUWA Distribution / Seattle Kitchen Design 1112 Andover Park West Tukwila, Washington 98188 Project Number: FDG No.: 20112.00 Project Number: MulvannyG2 No.: 01 -4480A City Permit No.: D01 -168 Subject: Revision to Ramp Design Dear Ken:. This letter accompanies three copies of Drawings A4 & A5 for the referenced project. Please note Revision No. 2, which has been clouded on the plans. Revision 2 shows a somewhat modified layout for the ADA ramp that serves door number 12 from Corridor 102. The revised configuration has resulted from on site locations of gas and electric meters. In order to avoid relocation of these existing services an adjustment in the design of the previously permitted ramp was necessary. Please contact me in the event you have any concerns on this updated design. I can be reached at my direct line 425.463.1278. We would appreciate notification when you have completed your review in order that this revision can be incorporated into the work ongoing on site. Thank you for your assistance Sincerely, Frank Heffernan, AIA Sr. Project Mana• -r MulvannyG2 Architecture FH /fh c: LUWA Distributing : Jim Rados RJ Hallissey Co. Inc. : Lee Shepherd 01- 4480AL1 I 425.463.2000 425.463.2002 1110 112TH AVENUE NE I SUITE 500 I BELLEVUE, WA I 98004 MulvannyG2.com RECEIVED CITY OF TUKWILA NOV - 8 2001 PERMIT CENTER W. F—' O Z uj; U ( O O H . W W, H V 111 Z; OF- Revision No. 1 Date Received Date 1 Received I Staff Initials Date Issued Date Issued Date Issued Staff Initials 0 2 I !/ - e—d/ I s- I I ,' Summary of Revision: --a--...I Summary of Revision: � o G /ecf1.4 ..r-lets /SO 'c. rw •P -sul Ca402../1.-00-A• ' • - I-4gs -, • Received By: r ,, Received By: / ,aim Received By: . Revision No. ' ' i Date Received Date Received Staff Initials Staff Initials Date Issued 1 I Date Issued Staff Initials _,, I _ _ ele-f L- I I* I . rs l 3 d 2 I _!/ ,' Summary of Revision: --a--...I Summary of Revision: � o G fy ..r-lets /SO 'c. rw •P -sul Ca402../1.-00-A• ' • . • Received By: r ,, Received By: Received By: ��k" ,,.,,, . . Revision No. Date Received Date Received Staff Initials Staff Initials Date Issued Date Issued Staff Initials Staff Initials 1 1 '.I 6 .2-. ,QjinM • J J,4i I ) _!/ /0 ,0 02- 4" Summary of Revision: Received By: r ,, Received By: Revision No. I Date Received Staff Initials • Date Issued ' Staff Initials Summary of Revision: Received By: . PROJECT NAME: / L'/9�- ..C Site Address: // /•Z '''/JO)ov4. ; r/ ;-'2. w lc% s•; - - Original Issue Date: C� 4 1 -c/ Revision . ! Date I Staff Date ' Staff No. ; Received Initials Issued ! Initials Summary of Revision: /Z , -7 A/27 G) /, , it 9/7 e/)/,1/7 L'c, ' /4c2 2. REVISION LOG 7 a / ate /��/� c!l / Received Bv: 9 rirr)(14— (please print) (please print) " (pl as print) J. (please print) (please print) ACTIVITY NUMBER: D01 -249 DATE: 8 -09 -01 PROJECT NAME: LUWA DISTRIBUTING INC. OFFICE SITE ADDRESS: 1112 ANDOVER PK W XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division AM -23 4 Public Works 915 A4 •20 -or PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete \PRROUTE.DOC 5/99 Comments: TUES /THURS ROUTING: Please Route -(/ Incomplete Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved n REVIEWER'S INITIALS: Approved with Conditions BIZ Fire Prevention v g 6-4-of Structural Planning Division E;(1 I $ 14-6( Permit Coordinator DUE DATE: 8-14-01 Not Applicable No further Review Required n DATE: DUE DATE 09 -11 -01 Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D01 - 168 DATE: 11 - - PROJECT NAME: LUWA DISTRIBUTING CORPORATION SITE ADDRESS: 1112 ANDOVER PARK WEST Original Plan Submittal Response to incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued. DEPARTMENTS: �y1 Building Division C/ I( -2c' -O( Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete V1 TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP 1 1(1 Fire Prevention Structural n Incomplete ri Comments: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 11-13-01 Not Applicable No further Review Required DUE DATE 12 -11 -01 Not Approved (attach comments) n DATE: DATE: DUE DATE Not Approved (attach comments) DATE: ±04,01040.1 1.vip >'1'10'4t GS: iYa : i.,3s91i FF i z Z mo 6 U O '. co w . —I I.- (/) w O . u_ Q: co = d w F =. z Z o � ; 11.1 w O N CD I-- ▪ O z. . z ACTIVITY NUMBER: DO1 -249 PROJECT NAME: Luwa Distributing SITE ADDRESS: 1112 Andover Park West DATE: 10 -15 -02 Original Plan Submittal • Response to Incomplete Letter # Response to Correction Letter # X Revision # if After Permit Is Issued DEPARTMENTS: {_ fQ � Building Division Public Works�� i�l'�.ITA WI DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route 2 Structural Review Required APPROVALS OR CORRECTIONS: Approved Documents/routing slip.doc 2.28 -02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n n REVIEWER'S INITIALS: Plann 0 g Division 1 C Permit Coordinator PERMIT COORD COPY DUE DATE: 10-17 -02 Not Applicable C Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required C REVIEWER'S INITIALS: DATE: DUE DATE: 11-14 -02 Approved with Conditions E Not Approved (attach comments) E Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z xz 6 U 00 W o _ J H w O . d ; w z �'. z O ul U C . O - [a w w H U i~ z w U = O z C' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -249 DATE: 08 -05 -02 PROJECT NAME: LUWA DISTRIBUTION SITE ADDRESS: 1112 ANDOVER PARK WEST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 3 After Permit Is Issued DEPART ENTS : J *L Building 'vision Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete (� Documents/routing slip.doc 2.28.02 61 2/ 400 04.19 Fire Prevention Structural ❑ Incomplete 0 REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator DUE DATE: 08 -06 -02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire Ping ❑ PW ❑ Staff Initials: TUES /THURS RO9TING: Please Route et ( Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09 -03-02 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ . Fire ❑ Ping ❑ PW 0 Staff Initials: d �yibP:4'�Y`:� ?7+cwa�3Ak '- i�Y'+'AA' t.iC. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: O Response to Incomplete Letter # O Response to Correction Letter # Revision # after Permit is Issued Project Name: 1 Cl (Ai Cv Project Address: / I 1 D.-- 2i Contact Person: (ri i R .-- Summary of Revision: /C City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 Plan Check/Permit Number: 1 - 4e p ut_ 1/' Cc V Pay )c o Phone Number: r, ir cc t V p 1) [ 4 A p )1_4 1'l fr io k V I '04 R RECEIVED L,ITY OF TUKWILA OCT 1 6 2002 41' .4...ri4)T CENTER 117 J 7 V 9 0 E Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ■ ICa4...) Er Entered in Sierra on 08/30/00 .............U405.11£14A4MX0.60.441.4W1 d.i4:4•5141t2..<",....4 •jakilltgi;:,4‘ Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: $ -5-o L ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # , - after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: J e1 / • %9 • Project Name: Lcu Low& N 1 AT Project Address: I I Rej, e.Q>.. — • • Contact Person: O Phone Number:�( Summary of Revision: T.-0/04. cit l " 737 5-- CLii C k aa..tar G S C Tejo& 1S — ! i sire 10 L ,' RECEIVED CITY OF TUKwij A AUG 0 5 2002 PE RMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date ofry revision ision Received at the City of Tukwila Permit Center by: /, W 1 1( Entered in Sierra on 8 08/30/00 .tv i7 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. Date: Response to Incomplete Letter # 0 Response to Correction Letter # Revision # 2 after Permit is Issued Project Name: L410/A 2 4er 7'i cb 40 Project Address: , I I S. 4 1 Oh V r44' (/'T Phone Number: det2q'•463 1 Contact Person: City of Tukwila Department of Community Development Steve Lancaster, Director (Plan Check/Permit Number: Summary of Revision: 4J ize-Vt(CiN Pala- AT T Sheet Number(s): ' A "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: SS. 14 Entered in Sierra on John W. Rants, Mayor rr +Doc-(6,46 evil OF Tljecwo NO V - 6 7001 PERMIT CENTER 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Z IX w o N 0 : w w J p N LL w u_ a. CO d W Z f ZO . tu U 0 O N O H ZU rz — O ti.l O ~ z 1. GENERAL A , TER F'"' AND CON= Rm A__ D'HENS 0 AND Ex ST NG CON.: TON. NO - ENANTS REPRESEN T A JE FERRAR DES, 6'. GROUP F26, 400 TENANT OF AN : SCRE°ANG ES OR GO'`. '.OHS ADVERSE_" AFFECT N5 THE DES G'. OR PROGRESS OF WORK PQOR - O PROGF IN6 n T1- THE '-EM OF oGRK AFFECTEED. E. COMPL" " T., ALL A°PL CABLE CODES AND ORDINANCES. _456 A'p ORD' GCJERN :N CASE OF CONF_IC BETWEEN:.4ET40D5 OR 5 OF hSTALLA- ON OR uATER:A_ Q AL - Y ' QTIF" (=DG; OF A._ GONFL - S ALL WORK SHALL CONFORM WITH ' .43C AS Ame•;ED AND- ADOPTED ST 7 C' O= ':)KNiL.4. C. OB - A N SEPARATE PERy "5 FOR A__ ADD - ;ONCS AND /OR MO i'F CAT'ONS T O: 1. MEG-+AN'CAL s. ELECTR.CAL B. FIRE SPR NKLERS 4 . FRE ALARMS/PROTECT;ON 5. RACKING N ACCORDANCE WITH AND AS REQUIRED ST ALL CODES AND RELS LATiONS. D. COMPL- WITH REOUIREMEN - s . THESE SPEG'F CAT.ONS FOR STANDARD OF WORK PER =OR 1ANGE. AND QL'A_' I. WHERE MATER',ALS F NISHES OR EQUIPMENT 15 NO SPE-C;F CALL" IDENT!FiED, THE CONTRACTOR KILL ESE REQUIRED - C 5.)BM;T SAMPLES OR INFORMATION DET'ER'r11N,NG QUALIT" AND FERFORMANCE TO OWNER/TENANT PRIOR TO ANY WORK. E. COORDINATE SUPPLIERS AND GASCONTRACTORS FOR PROPER SEQUENCE OF OPERA' ON5, PREVENT DUPLICAT Oh OF EFFORT PROVIDE ORDERLY PROGRESS OF WORK F. MAINTAIN STRUCTURAL N''EGRITT OF BU'_D!NG SHELL. ANT SUPPORT 0= NEr. EQUIPMENT BY SHELL STRUCTURE STALL BE REVIEWED AND APPROVED B'! A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. CALCULATIONS AND DET.A!LS SHALL BE PROVIDED FOR PERM,' 54.6mITTAL PURPOSES. 6. CLEAN UP: I. DA.LT SITE CLEANUP: AL:. RUBBISH MUST BE REMOVED AT THE END OF EACH WEEKDAY AND, WHERE THE SPACE IS CURRENTLY OCCUPIED, VACUUMED IN THE IMMEDIATE WORK AREA. 2. FINAL CLEANUP: SCOPE OF CONTRACTOR'S WORK TO BE A COMPLETE TURNKEY CLEANUP OF THE ENTIRE TENANT SPACE INCLUDING, BUT NOT LIMITED TO, ALL FLOOR COVERINGS, iNTEROR WALLS AND GLAZING, INSIDE SURFACE OF EXTERIOR GLAZING, AND DOORS. CLEANUP IS NOT LIMITED TO THE IMMEDIATE WORK AREA. 3. DUMPSTERS CONTRACTOR TO PROTECT ASPHALT SURFACES WITH WOOL BLOCKING OR SKIDS TO PREVENT DAMAGE TO THE PAVED SURFACES. 2. SITE WORK, INSTALLATION OF NEW METAL RAMP AT NEWLY CREATED ACCESSIBLE EXIT DOOR. REFER TO PLAN FOR ADDITIONAL DETAILS. RESTRIPE PARKING STALLS IN IMMEDIATE VICINITY OF NEW RAMP AS SHOWN ON DRAWING A4. 5. CONCRETE. A REPAIR OF TRENCHED SLAB AREAS WILL BE DONE PER ACI STANDARDS UTILIZING A 2500 P51 28 DAY CONCRETE MAXIMUM SLUMP 4 " 6 SACKS PER CU. YD. CONCRETE COVER OF REINFORCING (IF ANY) SHALL BE: WEATHER FACE = 11/2" INTERIOR FACE = 3/4" EARTH FACE = 2" REPAIR / REPLACE EXISTING UNDER SLAB CAPILLARY BREAK AND VAPOR BARRIER AS NECESSARY. 4. MASONRY. NONE REQUIRED S. METALS A. FRAMING: "GRASSER" OR EQUIVALENT AS DETAILED ON DRAWINGS, WITH FIRE BLOCKING AS REQUIRED BY CODE. BOTTOM PLATE CONNECTION 1/4" DIAMETER RAMSET AT 24" O.G., PENETRATE INTO CONCRETE I -I/4" MINIMUM. S. FURRING: "GRABBER OR EQUIVALENT, AS DETAILED ON DRAWINGS. FUR OUT RAIN LEADERS, CONCRETE PILASTERS AND COLUMNS AND SHIM CONNECTOR PLATES, ETC. AS REQUIRES TO COVER. C. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS WHERE IN CONTACT. D. METAL RAMP: PREFABRICATED STEEL RAMP TO BE ENGINEERED /DESISNED/BUILT BY MISCELLANEOUS STEEL/RED IRON SUPPLIER BASED UPON DETAILS SHOWN ON PLANS. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR OWNER/TENANT /ARCHITECT REVIEW AND APPROVAL E. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL BE AS NOTED ON THE STRUCTURAL PLANS AND IN THE STRUCTURAL GENERAL NOTES. 6. CARPENTRY A. GENERAL: PROVIDE BLOCKING AS REQUIRED FOR FIXTURES, ACCESSORIES, GRAB BARS, ETC B. CABINETRY: BY TENANT I. CUSTOM -BUILT CABINETS AS DETAILED ON TENANT PREPARED DRAWINGS. C. CURTAIN BOARDS/DRAFTSTOPS: NONE REQUIRED D. STRUCTURAL FRAMING MEMBERS: WOOD STRUCTURAL MEMBERS SHALL BE AS NOTED ON THE STRUCTURAL PLANS AND IN THE STRUCTURAL GENERAL NOTES. 7. THERMAL AND MOISTURE PROTECTION A. INSULATION: R -13 IN PERIMETER WALLS; R -2 IN CEILING. e. ROOFING, I. FLASH AND COUNTERFLASH ANY AND ALL PENETRATIONS OF ROOFING. ROOF PATCHING MUST BE ASPHALT BASE MATERIAL COMPATIBLE WITH EXISTING ROOFING. 2. PLACE ROOF MOUNTED EQUIPMENT ON CURBS WITH SLOPES AS REQUIRED FOR PROPER DRAINAGE. CANT SIDES OF CURBS, APPLY ROOFING MATERIAL AND MOP OVER. CAP CURB TOP AND CAULK OVER ALL NAILS AS REQUIRED TO ENSURE WEATHERPROOFING. B. VERIFY CONDITIONS OF BUILDING SHELL ROOF WARRANTY. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH TERMS OF THE WARRANTY TO INSURE THAT CURRENT WARRANTY REMAINS IN FORCE. O DOORS, ANDO 'lS, HARDWARE A. DOOR5: 3 -0' B'" -0' , -3/4' HIC SOLID CORE SEE DOOR SC ED.,- E Oh DRArtING A3 Ex: DOORS SHALL BE OPENABLE FRO. THE INSIDE rrT -1017 ,15E G= KE' OR ANY SPEC AL KNOWLEDGE OR EFFORT. MATCH ExIS N6 BUILDING STANDARD. B . FRA`!ES: WOOD. GENERAL NOTES C. HARDv .ARE: -TEA ✓" DJ"" COM -ERC AL GRADE. I. AL_ HARDWARE S' SC -.AGE _�CK COMPANY OR ECLA_. AS APPROVED BY OWNER AND TENANT AS TO FINISH. LOCK FUNGI ON, ETC. MATCH EXiS -, NIG BUiLD STANDARD. 2. ALL HARDWARE . ,SED N ACCESSIBLE BU:L.DIN65 AND F.ACIL 7 SHALL CONFORM TO T+E REQU ;REMENTS OF 'WASHINGTON STATE RILES AND REGULATIONS FOR BARRER FREE DESIGN' (WAG- 31 -30) CHAPTER ;. 3. VER= - KEY.NG REQUIREMENTS, SPECIAL'" , TEMS AND QUANTITIES REQUIRED FOR COMPLETE INSTAL-AT PR OR TO ANY WORK. D. GLAZING I. PRO -€CT GLAZING SU'B.,ECT TO FEDERAL SLAZ!N6 STANDARDS AND GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REOJ - 5 OF CHAPTER 24 USG. 2. ANY MODIFICATION OR ADDITION TO STOREFRONT FRAMING AND GLAZING SHALL MATCH Ex.S STOREFRONT SYSTEM. R. FINISHES A. FLOOR!N6 REFER TO FINISH SCHEDULE ON DRAWING A3) I. CONTRACTOR WILL BE REQUIRED TO FIELD VERIFY EXISTING SLAB /SUBLOOR CONDITIONS. ANY SLAB /SUBFLOOR PREPARATION REQUIRED PRIOR TO INSTALLATION OF FINISH FLOOR MATERIAL 15 WITHIN THE SCOPE OF WORK. 2. CARPETING: 26 OZ DIRECT GLUE DOWN AS SELECTED BY TENANT. 3. VINYL COMPOSITION TILE: .ARMSTRONG, AMTICO OR EQUAL (12 "X 12 "X I/8 "); COLOR AS SELECTED TENANT. 4. SHEET VINYL: ARMSTRONG "CLASSIC CORIAN" OR EQUAL COLOR APPROVED BY OWNER AND TENANT. 5. BASE: 4" ROPPE VINYL BASE IT. COLOR COORDINATED WITH FLOORING. SEE ROOM FINISH SCHEDULE ON D. 3 A3 FOR ADDITIONAL INFORMATION. B. GYPSUM WALLBOARD: I. 5/8" GYPSUM BOARD, TAPED AND READY FOR PAINT. 2. ATTACH TO FRAMIN6/FURRING .' •1TH I" G.N.B. SCREWS AT 8" O.G. AT PANEL EDGES AND 12" O.G. AT INTERIOR SUPPORTS. 3. 5/8" TYPE 'X GYP BOARD AT ALL RATED ASSEMBLIES IDENTIFIED ON DRAWINGS. C. PAINT: KELLY MOORE OR APPROVED EQUAL. I. GENERAL WALLS: ONE COAT LATEX PRIMER AND TWO COATS INTERIOR LATEX EGGSHELL ENAMEL. 2. DOORS AND FRAMES: STAIN AND VARNISH ALL WOOD DOORS AND FRAMES. D. SUSPENDED CEILINGS: WHERE SHOWN ON PLANS. 1. LAY -IN ACOUSTICAL BOARD: ARMSTRONG "SECOND LOOK" TILES: 2'X4'X5/8" FISSURED PATTERN. 2. SUSPENDED SYSTEM: 2'X4' HEAVY -DUTY COMMERCIAL 1 1/2" MAIN AND INTERMEDIATE TEES. NO. 12 GAUGE HANGERS AT 4' -0" ON CENTER EACH WAY PER UBC STANDARD, CAPABLE OF SUPPORTING 160 POUNDS. ATTACH HANGERS TO STRUCTURAL FRAMING MEMBERS WITH 1/4" SCREWS PENETRATING 11/4" INTO STRUCTURE. MATCH EXISTING BUILDING STANDARD. 3. SUPPORT LIGHT FIXTURES WITH TWO NO. 12 GAUGE HANGERS FROM FIXTURE TO STRUCTURE ABOVE. LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SUFFORTED BY 4 HANGERS, ONE IN EACH CORNER. 4. CEILINGS HORIZONTAL TO A TOLERANCE OF 1/8" IN 10'-0" MEASURED EACH WAY. GRID TO REMAIN A CONTINUOUS PATTERN THROUGHOUT. 5. PROVIDE SEISMIC BRACING AS INDICATED ON THE DRAWINGS AND REQUIRED BY CODE. 10. SPe i ALTIE8 A. FIRE E(TINGUISHERS: (EXISTING) PROVIDED PER CODE.. PER 3000 S.F. OF FLOOR AREA, WITHIN A MAXIMUM 75' TRAVEL DISTANCE FROM ANY POINT. II. EQUIPMENT. NONE REQUIRED 12. PURNISHINSIS. NONE REQUIRED IS. SPECIAL CONSTRUCTION, NONE REQUIRED 14. GONVEYIN6 SYSTEMS. NONE REQUIRED 15. I ecHANIGAL (BY SEPARATE PERMIT) A. PLUMBING: AS PER PLANS UNDER SEPARATE UNIT. I. FIXTURES: TOILETS: AMERICAN STANDARD ELONGATED CADET HANDICAP ACCESSIBLE FIXTURES WITH SEATS AND SUPPLY PIPES LAVATORIES: AMERICAN STANDARD "AQUALYN" VITREOUS CHINA SELF- RIMMING. HANDICAP ACCESSIBLE FIXTURES W/ACCESSIBLE FAUCETS. B. GAS PIPING, NONE REQUIRED C. HEATING, VENTING AND AIR CONDITIONING: ROOF TOP UNITS - GAS HEATING ELECTRIC AIR CONDITIONING. MODIFICATION OF EXISTING SYSTEM AND INSTALLATION OF NEW EQUIPMENT AS NECESSARY TO BE DONE UNDER SEPARATE MECHANICAL PERMIT • LUWA DISTRIBUTING INC. OFFICE 1112 ANDOVER PARK WEST, TUKWILA, WASHINGTON 98168 CITY OF TUKWILA 16. ELEGTRFGAL, (B' SEPARATE PERM - ) A. POWER PANE_: v!R F'' LOCATION. SIZE AND CON/Fisk/RA ON OF EX' ST!N6 SERv CE. S. OUTLETS AND WA 006: INSTAL._ NEW OUTLETS AS DIRECTED BY TENANT IN ACCORDANCE ,ti TH ALL APPL'CABLEE CODES VERFY DEDICATED CIRCA' _OCAT;ONS WITH TENANT. ALL COND,.CTORS SMALLER '!N S'ZE THAN A 2 6 SHALL BE COPPER. TERM NATE ALIft J M CONDUCTORS WITH CABLE TERMINATORS C. TELEPHONES: NSTALL NEW PULL WIRES IN WALLS TO NEW LOCAT ONS AS DIRECTED BY TENANT. A__ WIRING AND INSTALLATION OF TELEPHONE 1SYSTM FRO"" SU,LDIM6 ENTRY PONT 15 N.'.G. (B" TENANT) D. COMPJTER DATA _NNE: TO BE COORD HATED AND INSTALLED TENANT UNDER SEPARATE CONTRACT E. POWER POLES: NONE REQUIRED. F. LIGHTING: 2. _AMPS: F32T6/SP41 OR APPROVED EQUAL. TENANT IMPROVEMENTS FOR: AT LINCOLN CENTER SOUTH 1. GENERAL: 2'X4' 3 -TUBE LAY -!N ENERGY EFFICIENT FLJORESCENT F,XTIRES WITH ELECTRONIC BALLASTS. REFER TO REFLECTED CEILING PLAN. LENSES TO BE 8 CELL PARABOLIC TYPE. HEATED T.I. AREA TO BE 'NSULATED IN ACCORDANCE WITH CHAPTER 13 PRESCRIPTIVE APPROACH. WALL INSULATION: R -i3 FIBERGLASS BATTS k 'APOR BARRIER . CEILING INSULAT'ON: R -2 FIBERGLASS BATTS. FILE COPY 1 understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize. the violation of any adopted code or ordinance. Receipt of con- tractors copy of approved plans acknowledged. SEPARATE PERMIT JIRED FOR: CHANICAL CTRICAL '- 'MBING PIPING CITY OF TUKWILA BUILDING DIVISION Dat4 jj Permit • • PROJECT DATA PROJECT A00112:66. 1112 ANDOVER PARK NEST, TLAC ' LA r1A A8 TAX PARCEL NO.. • 35230 eLD6. AREA, 154 S.F. TENANT AREA. 2273-. SF. (OFF.CE: 3?T8 SF. STORAGE MF_ZZAN;NE: 16- 5F WAREHOUSE. 6 -7 2 5F: C..ONSTRJCTIOti TYPE, 111-N SPR' NKLERED SITE ZONING. T.GG - TUKWILA URBAN CENTER OC.CAPANGY. B. 5-• PROJECT CONTACTS R.J. HALLISSEY COMPANY 12655 BEL-RED ROAD, SUITE •140 BELHEV ✓E WASHNGTON 98005 OFFICE: ; 455 -9292 FAX: (425) 455 -2016 CONTACT, LEE SHEPHARD TENANT. LUWA DISTRIBUTING INC. 904" '211H AVENUE NW SEATTLE • WASH'NGTON 98' OFICE: (206) X82 -4 00 FAX: (206) 762-4345 CONTACT: JIM RADOS .ARCHITECT. FERRARI DESIGN GROUP 1122 134TH COURT NE, SUITE *203 REDMOND, WASHINGTON 98052 OFFICE: (425) 82I -3383 FAX: (425) 821 -32■3 EMAIL: ferrcrideeigMeartniink CONTACT: FRANK HEFFERNAN, AIA Al COVER SM ELT SHEET INDEX A2 FIRST FLOOR DEMOLITION PLAN, FIRST FLOOR PLAN, AND FIRST FLOOR REFLECTED CEILING PLAN. A3 SECOND FLOOR PLAN, DETAILS, AND SCHEDULES A4 ARCHITECTURAL DETAILS Si FOUNDATION PLAN, FRAMING PLANS, STRUCTURAL GENERAL NOTES 52 STRUCTURAL DETAILS LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT I OF SECTION 35 AND THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. IN THE CITY OF TUKWILA, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID GOVERNMENT LOT I OF SECTION 35; THENCE N87 °44'08 "W ALONG THE NORTH LINE OF SAID GOVERNMENT LOT I A DISTANCE OF 949.49 FEET TO THE TRUE POINT OF BEGINNING THENCE 501°51'59"W A DISTANCE OF 107.44 FEET; THENCE 0088 ° 08'21 "W A DISTANCE OF 333.00 FEET TO THE NEST MARGIN OF ANDOVER PARK NEST; THENCE NO; °51'39 "E ALONG SAID NEST MARGIN OF ANDOVER PARK WEST A DISTANCE OF 109.79 FEET; THENCE NOI °4729 "E ALONG SAID NEST MARGIN OF ANDOVER PARK WEST A DISTANCE OF 634.01 FEET TO THE NORTH LINE OF SOUTHCENTER INDUSTRIAL PARK THENCE 588 °12'31 "E ALONG SAID NORTH LINE OF SOUTHCENTER INDUSTRIAL PARK A DISTANCE OF 546.50 FEET; THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS 510 °5TI7 "E, HAVING A RADIUS OF 300.00 FEET, AN ARC DISTANCE OF 90.34 FEET THROUGH A CENTRAL ANGLE 17 °15'14 "; THENCE 501 ° 4729 "W A DISTANCE OF 54777 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 248,148 SQUARE FEET. \ / O O O O O 0.5a.,,:<> O < 0 J II IIZ 19 14 / O O O A >r- X01 -24 9 S GENERAL CONTRACTOR. MMI SERVICES 245 EAST SUNSET WAY ISSAOLAH WASHINGTON •8027 OFF ' CE. (425 :369 -8655 FAX: (425) 369 -6656 LICENSE NO.: MMISE1•094P5 CONTACT: CORDON MORMON STRUCTURAL ENSINEER, IGIACO CONSULTING ENGINEERS 555 116TH AVENUE NE, SL.: TE *SO BELLEVUE, WASHINGTON 98004 PHONE: (425) 644 -6400 FAX: (425) 644 -0463 CONTACT. ALI GNASSETIKIA • PROJECT LOCATION r: WAREHOUSE AREA 5 -I OCCUPANCY OFFICE AREA B OCCUPANCY VICINITY MAP SOUTH 1 8 0 T H STREET :LINCOLN STREET SO' -0" INSTALL NEW RAMP AT ADDED EXIT DOOR THIS LOCATION. SEE ENLARGED PLAN ON DWG. A2 AND A4. SCALE: NO SCALE SCALE: NO SCALE 'SITE PLAN SCOPE OF WORK UNDER THIS PERMIT THE SCOPE CT WORK UNDER THIS PERMIT WILL INCLUDE DEMOLITION OF AN EXISTING APPROXIMATELY 2,000 S.F. FIRST FLOOR OFFICE AREA AND MEZZANINE AREA. CONSTRUCTION OF 3,976 S.F. OF FIRST FLOOR OFFICE/DISPLAY ROOM/PRESENTATION ROOM. CONSTRUCTION OF .987 S.F. STORAGE MEZZANINE. STRUCTURAL WORK ASSOCIATED WITH THE ADDITION OF A NEW EXIT DOOR THROUGH AN EXISTING CONCRETE WALL PANEL. CONSTRUCTION1 OF A HANDICAP ACCESSIBLE RAMP AND PARKING STALL. KEY PLAN ALE, I' . SO' -O" 4 S s0 -0" AREA OF WORK THIS PERMIT. 1 j CITY Of f lr1'►t.A 1 RECENED CITY pF TUKW, AUG 0 9 7001 PERMIT CENTER 1 1 FERRARI DESIGN G ROUP P ARCMNTECTS, PS 12277 1 WW CtX1 TT tE SITE *203 11 0. MUMNG'TO•1 NN062_24:n QOR ) tom, 33S3 FAIL 426.112132 3 AM1ITECT: LUWA DISTRIBUTING INC. OFFICES Lincoln Center South 1112 Andover Park West Tukwila, Washington 98168 SHEET INFORMATION: COVER SHEET R.J. HALLISSEY COMPANY 12835 Bel -Red Road Suite #140 Bellevue, Washington 98005 LUWA DISTRIBUTING INC. 9047 12th Avenue NW Seattle, Washington 98117 DELL C D;VOCDRC XREF(S): IRON CIVIVNDS WE NE PRm[RIY Ni FERRARI CCSVI GROUP. P.S. (FOG) MID ME NOT TO BE USED OR REDROOUCED N WY WAVIER EXCEPT W M PRIOR w*TIEN PtRMSS.ON FROM FDD. •ERRMR DESIGN GROUP MICNETECTS. PS 2001 Kl MGM RESERVED Checked By: F.IEFFERNAN Drown By H.YAMAMCTO Odle: Sheet No.: PERMIT DRAWINGS JULY 17, 2001 Al 601-21 .: 11 6 • • Ex5 ^N45 rte- *O III 'A �. TEL OP CZ PAR - ' - Qo PER D! "A.. /A4 ===== RE5' FER ''ETA_ OFF C•ANAREAC SE "ALL . DETA... 5/A4. FUME." CONCRE - E v1i_ PER 'ETA_ 2 4.4 HALF WA__ Ioit4 -A _ 11 A4_ : RA_ N6 DETAI: PER DETAIL 5/A2 s NOTED G` , ERR." SE. r=t 2x4 (?. -,BE RECL:l.-CD F..,1oRESCEN P.XTIJIZ DE -A _ DES.GNP N. ® Ex: SIGN. KENO - E DESGNA ON_ ROON NAME DESGNA70N. (SEE ROOM SCHEDULE ELEVA O'. DESIGNATION. f : 2'- 6 " x4' -O' RACK SEC - LOCATiON. k _ (UNDER SEPARA'E ° ERN'') ❑ EX: STING BUILDING STRUCTURAL COLUMN -0 REMA N. • LEGEND KEYNOTES BEAR N6 nA_: °ER =TA _ Aa GEE 5' DRAn N6 FOR ADVITONAL _D NG Gar)._ NE 2X4 _ NG 54::. • e - 0• AFF.:JNLESS NE,t STRUCTURAL COLUMN. SEE STRUCTURAL DRANING. GALS CE '_IV6 • 5 -0" A.F.F. UNLESS NOTED OTHER, .SE. SEE F;NISH SCHEDULE. f.ESTROOM FAN. DOOR DESIGNATION. SEE DOOR SCHEDULE • I I 100-0" L b-0' -0* 5 *OI'E AA— IREFFRR - 0 TENANT r Poeci.se °L FC7R 11,011t++TOAI 2 - - 0' EIE..OF' 0...47OR 0E AMINEAOUSE %En Ex - DOOR - •040,6+» ExISTYN6 GO■GR res.— PANE. RE !t - O STR.4. - VRA_ 7R "N•56 FOR A'7D , CONAL 04FOR".'A - .0 1 4 4. DASrED L•CS = ..,EGA OW OF Eve SOFE TS • • - Cr *E Ea+* - o e RFFER 0 - E I.N" !PREFNRJ PLANS OF D!SP..AT SACe4100.. AR`A FoR ADD T'ONA_ NIFOR t3. sYN•s,o BOARD ;,E _ NO - "+ROJE•NOt,T !w OAIROOM'/DSPLA- ARMA • : '-O" hE Seer REF'S* - O 5'R C FLANS FOR FRA'!tN6 :NFOR • - ••_A` . c p u ydv4 OOH D!SP_A" AREA n __ BE PER - F N PREDAR- FLANS .9!.DER SEPARATE E-FG'R C AL PER. - 4. Ex' S' N6 ELECTR CAL ROOF• TO RS-1A14. NO rrORtc N Tt r 5 AREA D. 2E40 CURB AND PORT ON OF Ex'STtN6 LANDSCAoE SED TO CRA AREA FOR :N6 A- BO'TO'`' OF NEB: RA•!P SEE ENLAR5F, P_AN oRAmie, AA N. ED RSE OF AARE Cor E FLOOR • E_EVA- ON O' -0 A'6 01 TO LOADING DOCK AREA AT - -0" 110. PATER -EATER - 0 SE LOCATED •N CLOSET O. VERF" S ZE "1TH - ENANT. 11. PRO: DE FLOOR DRA k IN CLOSET '05 INARE^0. 6E - — `� - - - - -i n fV • r FIRST FLOOR REFLECTED CE I L I NO FLAN G RR. SCALE: 1/4" = 1' -O" 1 5-0 I ENLARO ED R.R. PLAN t OPEN OFFICE I Ica I ADJACENT TENANT ADJACENT TENANT V it • - -4 y • • 50' -0 ° - 1!I I I;p r.._ 1 II! - -1u___ 0 • 4 • 4 O f = =1 -- +-- -•- - - 1 ❑ [} I 100-0" 12 LIMITS OF LIMA DISTRIBUTIN$r tNC. LEASE AREA DEMOLITION PLAN SCALE: I /8" = I' -0" LIMITS OF LIMA DISTRIBUTING INC. LEASE AREA No I I 50 ••R NUS Mani our r• � -n = I. r I 100' - 0100' -O" ADJACENT TENANT ADJACENT TENANT 4 1 FERRARI DESIGN GROUP ARCHITECTS. PS Inn S3•h Muff NE SATE 0203 R®■OtO. *AS1016TOM 01062 - 2433 CORM 425121.33113 1F*. 425122 3213 Imo' 1 LUWA DISTRIBUTING INC. OFFICES Lincoln Center South 1112 Andover Park West Tukwia, Washington 98168 RECENED cm- oP Tt, ,,l AUG n 9 2001 SNEET INFORMATION: DEMO PLAN; FLOOR PLAN; REFLECTED CEILING PLAN; ENLARGED R.R. PLAN OWNER: R.J. HALLISSEY COMPANY 12835 Bel -Red Road Suite #140 Bellevue, Washington 98005 TENANT: LUWA DISTRIBUTING INC. 9047 12th Avenue NW Seattle, Washington 98117 xu c: xREr(s): 1tE% MOMS IRE fl( PROPERTY Or MOOT OCSR w CROUP. P.S. (FOC) NI) ME NOT TO 8E USED OR REPRQDtI[OO N MIT 124•16_ EYCOPT rrt. PRIOR *MEN PE/NRSSION ropy FOG. FEAR* MIEN GROUP AROITECTS. PS 000' P U ROITS RESERYEO Checked By: F.HEFFERNAN DTeFm By: H.YAMAMOTO Del: JULY 17, 2001 PERMIT CENTER Sheet ND.: I D PERMIT DRAWINGS FLOOR PLAN - A2 1 SCALE: I /b" • I' -O" - AI 2 JON, 20 • • DOOR SCHEDULE HARDNARE SCHEDULE DOOR TYPE DOOR NO. DOOR Sig DOOR TYPE PRANE HARDWARE 6ROUp REMARKS HARDWARE A I9 E EXISTING DOOR 1" 19 6.90" 20 3' -O" X T -O" X 13/4' SOLID CORE 01 3' -O" x T' -O" X 1 3/4" "STORE iT t' WOOD DOOR WOOD FRAME A 18' -4' 11/2 PAIR BUTTS 4 1/2 X 4 I/2 02 03 3' -O" X 7' -O" X 1 3/4" 3' -0" X 1 -0" X i 3/4 "STORE TYPE" WOOD DOOR SOLID CORE WOOD DOOR WOOD FRAME WOOD FRAME A B 13'-O"• I LEVER PASSAGE SET 3 SILENCERS 22 678" GLASS . - 04 3' -O" X T -O" X 1 3/4" SOLID CORE WOOD DOOR WOOD FRAME B 21' -I' I WALL STOP 05 5 -0" X "1 -0" X 1 3/4" SOLID CORE WOOD DOOR WOOD FRAME A •{- -WOOD STILE AND RAIL 06 3 -O" X T' -0" x 1 3/4" SOLID GORE WOOD DOOR WOOD FRAME B Y1/CLOSER HARDWARE 5 01 3' -O" x T' -O" X 15/4" SOLID CORE WOOD DOOR WOOD FRAME C SAME AS GROUP "A" EXCEPT WITH LEVER PRIVACY SET 08 Oq 3 -O" x T -O" X 13/4" 3' -0" x T' -O" X 1 3/4" SOLID CORE WOOD DOOR "STORE TYPE" WOOD DOOR WOOD FRAME WOOD FRAME A C ELEVATION OF "STORE TYPE" WOOD DOOR 10 3' -O" x T -O" X 13/4" J "STORE - YPE" WOOD DOOR WOOC FRAME C II 3' -0" X T-O" x 1 3/4" SOLID CORE WOOD DOOR WOOD FRAME A HARDWARE C 12 3' -O" X T-O" x 13/4" ALUMINUM STOREFRONT ALUMINUM FRAME BY MANUFACTURER 3' -0" X T' -O" X 1 3/4" SOLID CORE 1 1/2 PAIR BUTTS 4 I./2 X 4 I/2 REL I TE SCHEDULE I LEVER LOCK SET RELIT! LTR !ELITE SIZE FRAM! GLASS REMARKS 9 SILENCERS A 4' 0 " x4' -O" FIXED WINDOW WOOD (MATCH DOORS) SINGLE GLAZING SILL • 36" A.F.F. I WALL STOP B 6 -0"X4' -O" FIXED WINDOW WOOD (MATCH DOORS) SINGLE GLAZING SILL • 36" A.F.F. I CLOSER FINISH SCHEDULE CEILING FLOOR REMARKS ROOM NO. ROOM NAME FINISH EIGHT FINISH SASE 101 SHOWROOM t DISPLAY AREA GYPSUM BOARD (PAINTED) 10' -0" VERIFY • VERIFY • • REFER TO TENANT PREPARED PLANS 102 CORRIDOR GYPSUM BOARD (PAINTED) ACOUSTIC TILE CEILING GYPSUM BOARD (PAINTED) 9' -0" L _ 9' -0" 8' -O" VERIFY • CARPET SHEET VINYL VERIFY • RUBBER BASE 5" COVED FLOORING • REFER TO TENANT PREPARED PLANS 4' -0" HIGH WAINSCOT AT WALLS PER 501.1.2 USG 4' -0' HIGH WAINSCOT AT WALLS PER 501.1.2 UBG 105 PRESENTATION ROOM 104 WOMEN 105 MEN' GYPSUM BOARD (PAINTED) 8' -O" SHEET VINYL 5" COVED FLOORING 4' -O HIGH WAINSCOT AT WALLS PER 501 USG 106 RESTROOM GYPSUM BOARD (PAINTED) 8' -O" SHEET VINYL 5" COVED FLOORING IC71 CLOSET GYPSUM BOARD (PAINTED) B' -O" CARPET RUBBER BASE EXISTING TO REMAIN 108 CLOSET GYPSUM BOARD (PAINTED) 8' -O" SHEET VINYL RUBBER BASE 109 OPEN OFFICE ACOUSTIC TILE CEILING •' -0" CARPET RUBBER BASE EXISTING TO REMAIN 110 CORRIDOR GYPSUM BOARD (PAINTED) 9' -O" VERIFY • VERIFY • • REFER TO TENANT PREPARED PLANS III WAREHOUSE OPEN TO ROOF STRUCTURE - -- SEALED CONCRETE NONE EXISTING TO REMAIN 112 LOADING DOCK AREA OPEN TO ROOF STRUCTURE - -- SEALED CONCRETE NONE EXISTING TO REMAIN 115 ELECTRICAL ROOM OPEN TO ROOF STRUCTURE - -- SEALED CONCRETE NONE EXISTING TO REMAIN 201 STORAGE MEZZANINE OPEN TO ROOF STRUCTURE - -- UNFINISHED DECK NONE SECOND FLOOR ELEV. 'READ RISER LENGTH DIMENS. TOTAL* DIMENS. TOTAL* II' -0" II" 18 6.94" I9 16'-6" II' -b" 1" 19 6.90" 20 IT -5" I2'-O" 11" 20 6.85" 21 18' -4' 12' -6 "• II" 21 6.62" 22 I9' -3' 13'-O"• II" 22 678" 23 20' -2' 14' -O "• il" 23 7.00 24 21' -I' 15' -O "• II" 25 6.92" 26 22' -' i " * e LEGEND t ,"%5 - o W.A.. EA x"44.5 ..a. TO ee `..we° orrice PAIR— — Gy. Pew ,e L ! A4 RES'RDG AAL.- ER D■A4L 4 44 O .0 - froARE- +GIBE +%4 i E'EN DE 3 /As FURRED CONCRETE ►"IA_a °ER DETA 2 A4 HALF WA-_ PER DE - A,_ tO/A4 RA _ N6 DETA'_ PER D=T A!L 3, A5 BEAR 6 r.A-_ PER DE 4 44 SEE g - RA_ DRAW N6 FOR 470 T?O 4A_ *FOR` T Cv- 91r.._.DING 6R D_INE 2X4 GEL NG GRID • (7 -0' AF F ,,`NLEcSS NOTE. O HERrLSE. 2x4 3 - )SE RECESSED FLUOR °_SCENT L:G+ F x IRE. DESIGNATION. Ex - SGN. KEYNOTE DESIGNATION. ROOM NAME DES GNATION. (SEE ROOM SC- 'EDu :E) ELEVA TION DESIGNATION. z;2' -6`x4 -0' RACK SEC ON LOCATION. (JNDER SEPARATE PERMIT) EX STING E .INK STRUCTURAL COLJMN TO REMA , N. 'KEYNOTES 1. PROVIDE 1/2' PLYWOOD "CATWALK" IN 3 LOCATIONS TO ALLOW FOR FUTJRE ACCESS TO WRING, DUCTWORK, ETC. OVER 5HOWROOm/DISPLAY AREA. 2. POST SIGNAGE IN NON - STORAGE AREA INDICATING NO STORAGE AL:.OWED IN THIS AREA ". 3. REFER TO STRUCTURAL PLANS FOR FRAMING OF CEILING IN THIS AREA. NO STORAGE A -LOWED ATOP THIS AREA. NOTE. PROVIDE R -21 INSULATION ABOVE ENTIRE FIRST FLOOR HEATED AREA. !*STALL 4M1L PLASTIC DUST BARRIER ATOP CEILING FRAMING IN NON- STORAGE AREA. z tr SG.A_E ...2' _ . -0' II - TY SCALE: '" = I' -0" TREAD /RISER DETAIL 2 X6 CONT. 2 x4 CONT. 4 "x4" • 6' -0' CONT. O.G. MOOD RAIL DETAIL ADJACENT TENANT • STORAGE MEZZANINE LEVEL ▪ FIRST FLOOR EL O' -0" A.F.F. SO -O' N 12" MIN. FIRE BLOCKING PER CODE. PLYWOOD SUB- FLOORING AT TREAD AND RISER. WOOD STRINGERS (5) 2X12 1 LIMITS OF LL*.&A DISTRIBUTING INC. LEASE AREA I IOO' -O" SECOND FLOOR PLAN SCALE: 1/8" = I -O" TYP I CAL STAIR SECTION LENGTH 50 I: . 'U Or • UBC SECTION 1005.3.5 LANDINGS. AT LEAST ONE INTERMED ATE LANDING SHALL BE PROVIDED FOR EACH 12 FEET (3656 MM) OF VERTICAL STAIRWAY RISE MEASURED BETWEEN THE HORIZONTAL PLAN OF ADJACENT LANDINGS. 11/2" DIAMETER WOOD HANDRAIL AGAINST DEMISING WALL ADJACENT TENANT 23" MIN. 2, 67 RECEIVED CRY of TUNWILA ^UG A o 7 001 1 1 FERRARI D ESIGN G ROUP ARCHITECTS. PS I n?, t 34'11 cum ME Strl '703 NEtwo0ec YXA9/•GTON 11KG2 2433 101.4 al425321. PAK,, 425/2' 32' 3 EW, %-irtewQ•rAintne MDITECT. LUWA DISTRIBUTING INC. OFFICES Lincoln Center South 1112 Andover Park West Tukwila, Washington 98168 MEET INFORMATION: SECOND FLOOR PLAN; SCHEDULES; DETAILS OWNER: R.J. HALLISSEY COMPANY 12835 Bel -Red Road Suite #140 Bellevue, Washington 98005 LUWA DISTRIBUTING INC. 9047 12th Avenue NW Seattle, Washington 98117 KU. C: MeDCOWG XREC(S) THESE OIU•MINGS ARE THE PROPERTY or mown ono. GROW. P.S. (FDG) 41D MF NGT TO RE USED OR REPRODUCYD M WY WANNER EXCEPT •7TH PRIOR WROTE* PERMISSION FROM FOG. R PRAM CIE SIOR GROUP ARCHITECTS. PS 200 All MOOS RESEIMO. Checked Br F.MEFFERNAN Dawn By H.YAMAMOTO Dote: JULY 17, 2001 Sheet No PERMIT DRAWINGS A3 Job No.: 20112.00o 3 a • ti \ % \ \ / \AA AA 12" MIN. 20 S 3 53" NOTAL 510 EIRAc. s6 TO 371 ARM AT 6-0* G 0 AK2) s8 si"Ef' pe SGICEtn6 AT EA;, ONo 9RAC4lt6 TO BE PROVIDED a— D STA ._ I s a.--5 OR OE-yam _ WTJ9 ! TINS ••OR- ZONTA.. 5RAG 6 N +A;._s ExCOEDS 6-0' DC 1- 1 I R -2 F A56 BA1 TYPO INSi1LATIO. A130 YE CE "4_146 OF •FATED OFF GE AREAS '` PFOR O ?! 0►A - 0 OE DETER NE: Os' CONTRACTOR :DO No w6TA _ ATOP AGOUVICAL SJSPENDED VALENCE LIGHT FIXTURE SCALE: 1 1/2" = I' -0" ACCUSTICA4. CEILING BOARD ^AC• TOP TRACK TO MAIN RAPIER OR CROSS TEE • POINT OF 4TERSECTOK WKI) TYPE 'S• SCREW 5/8' See EACH SIDE ATTACH w/TYPE "5• 5GR_ J • 8' PAL EDSM 4 :2' FIELD In•X25 6A METAL SflV • 24 0 G /-- ATTACH !BOTTOM TRACG 11/1 -i /4• DIAMETER / RAW DR /E • 2 AT CONCRETE SLAB. TYP. OFFICE WALL CONSTRUCTION SCALE: I U2• = 1-0' NOTE: 2X4 H.F. WOOD STUDS • lb' O.G. MAY BE USED IN LIED OF LIGHT 6AU6E METAL =RAMIN6. REFER TO STRUCTURAL DRAWIN65 FOR BEARING WALL LOCATIONS WE=RE 2X6 WOOD STUDS ARE REQUIRED. WRAP 1 I/2 "X25 GA METAL STUDS W/5/8" 6013. (2) TUBE FLUORESCENT LIGHT FIXTURE. PARABOLIC LENS WALL CONSTRUCTION PER DETAIL 4/A3. SOUND ATTENUATING INSULATION AT ALL OTHERWISE UNINSULATED RESTROOM WALLS. I-1 S n V • 4 + 1 FURRED CONCRETE WALL GONST. ..1/2'= r -0' NOTE: 2X4 H.F WOOD STUDS • 16' O.G. MAY BE USED IN LIEU OF LIGHT 6AU6E METAL FRAMING. REFER TO STRUCTURAL DRAWINGS FOR BEARING WALL LOCATIONS WHERE 2X6 WOOD STUDS ARE REQUIRED. • AT CONTRACTOR'S OPTION, R -IA. BATTS MAY BE USED AT 2X6 WALLS. MAINTAIN 10 STALLS • 4'-O" = 40' -0" m 6A TOP MAC- EXISTING CONCRETE PANEL 12 GA. GALV. HANGER WIRE • 4" O.G. 12 SA. 6ALV. SPLAYED WIRE • MAIN RUNNER 45° • 12'-0 O.G. FASTEN TO STRUCTURE ABOVE WITH FIRST POINT 4' -0" FROM EACH WALL. SEISMIC HOLD DOWN/RI61D STRUT. 3 TIGHT TURNS -TYP. NOTE, ALL WIRE SHALL BE SOFT ANNEALED 6ALV. SOFT STEEL WIRE. VERTICAL STRUT TO BE 20 SA. (LT. GAUGE) METAL FRAMING CAPABLE OF 283 LB5 OF COMPRESSION. STANDARD 25-2 SECTION INSTALL CEILING PER UBG 25.212.3. SEISMIC BRACING DETAIL ADJACENT TENANT SPACE EXISTING METERS TO REMAIN. 44' -0" SCALE: 3/4" = I' -0" LANDSCAPE BED TO REMAIN. NEW EXIT DOOR AND 1 -2 F' A66 ^ TYPE N5LLAT:ON ABOVE CESILRAS OF .-1EATW OFFZE AREAS ISPPIOR OF "48LI ATOIN TO EE DEE" E RY `ED SY CONTRACTOR MO NOT INSTAL.. ATOP ACOUSnCAL SUSPENDED GEILIN6) SUSPENDED AGOJSTIGAL CURLING BOAR? B 1/2•X25 6A METAL STUD • 24" 0.0 W/5✓8' 6015 ATTACH YV*`!PE 'S' 5CRErV • 8' O.G. PANE- ED6E5 t :2" OG- !N FIELD R -I: 5ATT • INSULATON W/4 MIL VAPOR BARRIER NOTE. SECURE METAL FRAMING TO CONCRETE PANEL AT TOP 4 BO TRAGIC VI/RAW... DRIVE FASTENERS • 24 0 -C 18" MIN. NDIN6 , VAN E5515L.E 515 6E STRI STAL ACC MAINTAIN EXISTING LANDSCAPING AREA ON EITHER SIDE OF RAMP GUARDRAIL AND HANDRAIL PER DETAILS I /A5 AND 2/A5. 4 SIGN I FOR ISLE STALL C PARKING STALLS @ NEW RAMP PLAN SCALE= I/8" = I' -0" RAMP UP MAX. SLOPE 1:12 30 EXISTING DOWNSPOUT TO REMAIN. EXISTING GAS METER TO REMAIN. a' -0" • \ \ ILANDINS f'1 BOBRICK B- 686-36 t B- 680642 GRAB BARS • AT CONTRACTORS OPTION, R -IA. BATTS MAY BE USED AT 2X6 WALLS. VALENCE LIGHT FIXTURE. 4' -0" PLASTIC LAMINATE WAINSCOTING. BOBR1CK 5-221 SEAT COVER pISPENSER. (TYP an ,._0. Q MIN. 20 6A 3 55" P4ETA- SOX) ORACaa6 TO STR.G'URE AT 8 -O" CC 'V(2/ • S�F'T 1ETAL 5GIRSr6 AT EACH 942 DRAG N6 / T O EE PROVIDED r1► D�jTAhGE EiETYEE'!. P�P91D`•GrL/►R INTERSECTING nALLS OR HORIZONTAL BRAG N6 BETY�4 PALLS EXCEEDS b -0" O.C. ' t i I J A Y I_I �f � R - 21 FIElf 6 A55 B,ATT TYPE .N5ILATQ ABOVE : E LING OR +FATED OFFICE AREAS. 5 PPOR' OF INSULATION TO BE DETORmIIED BY CONTRACTOR (DO NOT INSTALL ATOP ACOUSTICAL 5JSP91DED GELIN6) ` 5- SPENDED ACOUSTICAL CEIL N6 SOAR:, 3 I/2•X25 6A METAL STUD • 24' O G Y1/5/8 61'6 EACH SIDE, ATTAGM'/TYPE ^5' SCREWS • 8 O.G. PANEL F a 1 2' G.G. PANEL FIELD I R BAIT • INSUL.AT'1014 31/VAPOR BARRIER IS" DISPENSER 48 c VERIFY 25' -0" MINIMUM BETWEEN AISLE AND STALLS OPPOSITE SIDE. SCALE: 1/2" = I' -0" EXISTING ENTRY LANDING. EXISTING LANDSCAPE AREA TO REMAIN CONVERT ONE PARKING STALL TO A VAN ACCESSIBLE AISLEWAY. EXISTING STEPS TO ENTRANCE TO REMAIN. EXISTING LOADING DOCK. NO WORK THIS AREA. MIRROR TYP. RESTROOM ELEVATION TOP OF LAVATORY. TEMPERATURE SHIELDING ON DRAIN AND HOT WATER SUPPL . O ADJACENT TENANT SPACE CEILING 10' - 4 th HALF WALL DETAIL SCALE: I I/2" = i' SCALE: 1 1/2" = I' -O" 20 6A. 3 SS' META. 5"'..0 MACAW. - O S'R.C'' A- D ✓' G C a 5.42E *-E - A. SCJ cre A C •.itAGA6 - 0i EE IPROIVED MERE DIFTA -GE 'JE*.EEN •i! ND G J. - AR I►" £ : ^*.6 AA OR HOW ZONTA- MAC N6 •BE'T* 5 °_AC D -0' 0 C 34 0 LY# •000 • M .EA LOGAnow. 6 "X2O SA A•- ",OST • 16" Ott -+ SG4EN5 ei/R -2t BA TYPE NSa_ATON 5/8' 618 ATTAGi4 "(TYPE 'S" SGREY, • 8' PANEL ED6E5 t +2' FIE'_ 5/5' WATER RESISTANT 5013 ON RESTROOM SIDE O'GY A W T PE '5• SGREpS • 8" PANEL ED6E5 I 12' F. E✓ B .'2 "X25 SA. MEDAL STUDS Vv3 -./2" SOUND 5A INSULATION OFFICE/WAREHOUSE WALL GONST. RESTROOM WALL CONSTRUCTION SCALE: 11/2" = 1'-0" 5cs-E: 1/2• _ 1 ..O- NOTE: 2X4 H.F. WOOD STUDS • lb" O.G. MAY BE USED IN LIEU OF LIGHT GAUGE METAL FRAMING. REFER TO STRUCTURAL DRAWINGS FOR BEARING WALL LOCATIONS WHERE 2X6 WOOD STUDS ARE REQUIRED. NOTE: 2X4 HP. WOOD STUDS • IS' O.G. MAY BE USED IN LIBJ OF L:6HT GAUGE METAL FRAMING. REFER TO STRUCTURAL DRAWINGS FOR BEARING WALL LOCATIONS W•ERRE 2X6 WOOD STUDS ARE REQUIRED 2X4 BLOCKING 2X2 T.S SUPPORT MAX. SPACING PLATE 3/8" X 3 1/2" X 5" 3/4 PAINTED WOOD CAP 5/8" PAINTED REVEAL 2X2 T S PPORT MAX. SPACING • 8' -0" G.G. Vi a_.: . c. L that t. Pia% Check 2, provals are rt to errors end omissions and approval o WALL GoNSTRtJGT1OI4 $ d0e3 rot authorize the violation of any PER I /AA., code Cr Cr omance. Re;. -Apt cf con - tractors ccpy of approved Fars ackncwledged. STORAGE MEZZANINE i0 12' -0" ' 1 TJI PER STRUCTURAL DRAWINGS TJI PER STRUCTURAL DRAWINGS. PLYWOOD "CAT WALK" ABOVE CEILING IN SHOWROOM AREA WHERE OCCURS. 5/8" 61 I 2X6 H.F. STUD • 16" O.G. W/5/8" 6W3 EACH SIDE, ATTACH Y.I./TYPE "5" SCREWS • 8" O.G. PANEL EDGES t 12" O.G. PANEL FIELD. PRESENTATION ROOM 4 - -O" 1/2" COX PLYWOOD. SEE STRUCTURAL DRAWIN65. R -II BATT • INSULATION NWAPOR BARRIER. (WHERE OCCURS) REVISION REVISION NO ID 1.k BEARING WALL DETAIL REFER TO STRUCTURAL PLANS POR ADDITION DETAILS. • AT CONTRACTORS OPTION, R -I4 BATTS MAY BE USED AT 2X6 WALLS. Dab,/ - Permit No. 1! • x`1.1 5/4" T.46. PLYWOOD ''D ti tY L ,.... ry n � p TC r _ ilk CITY Of TUKWILA APPRO"!. 0 NOV 2 8 7)01 NU iitJG D M: SUSPENDED ACOUSTICAL CEILING BOARD. RE um'OF NOV - 8 2001 PERK CENTER 1 FERRARI DESIGN GROUP ARCHITECTS. PS Inn 131'►+ COIMTT 1E SUITE 1203 SEDUM. 111/ASHPIPS ON 980152.2433 pORIM 425121 3343 FAx 1 425.!21 3213 1E1111K +•••re1Pg[rrrdi knIN ARCHITECT ,j! ' /1 1 ff / /' START. Cr , -N7011 LUWA DISTRIBUTING INC. OFFICES Lincoln Center South 1112 Andover Park West Tukwila, Washington 98168 SHEET INFORMATION: ARCHITECTURAL DETAILS OWNER R.J. HALLISSEY COMPANY 12835 Bel -Red Road Suite #140 Bellevue, Washington 98005 LUWA DISTRIBUTING INC. 9047 12th Avenue NW Seattle, Washington 98117 OEu, C. CAFDDOIEC XR U(S): 1 THESE ORA•INGS NW HIE PROPERTY Or "MI DESIGN G/PJ IP. P.S. (FM) NA "R HOT TO OE USED OR REPRODUCED 'N NR' 1HNNER EXCEPT ABUT PROP *WHEN PERMISSION MOW MG. FERRO OESIGH GROUP ORCNRECTS. PS 2001 TEL TIGHTS 1ESOlYED Checked By F.HEFFERNAN Drawn By H YAMAMOTO Date JULY 20, 2001 Sheet No PERMIT DRAWINGS 4 A4 or 5 Job No 4 8 - OF OF RA,rAP so5r• SRAOE d pars -a- oz. moot cr r a DrA Dom RA_ tem 5c.ALE : 3/4" - 5OALE: 5" = ! -0 ' ES76e WW1> iispt oF6svabb..X. ViltAnrwErS 2 5 PPE Si.MvE 4 CareORE75- 5LAS C.OPP*4 9 R O O r 4 F J SH IREFOR " li1E5461M17 PRArorIN65 FOR ** INFORmATIat 2 VI A 0.1 .40-E • 6 -a' O.C. REFER 0 0E5' !ORA^ NiGE.- FOR ADO • ONAL INFORMA Ors. TYPICAL GUARDRAIL DETAIL HANDRAIL ETAIL er MOWED CITY OF TUKWNA NOV - 8 2001 PERMIT CENTV, 1 FERRARI DESIGN GROUP ARCHITECTS. PS 12277 1341 COunr SUITE 1203 gamma IposesGsa• 38052-2433 .CFRCE:42Er.821 3313 Dug 425821 3213 ErriAt. • Nr . a - des.grekar" ARCHITECT: PROJECT LUWA DISTRIBUTING INC. OFFICES Lincoln Center South 1112 Andover Park West Tukwila. Washington 98168 SHEET INFORMATION: ARCHITECTURAL DETAILS OWNER: R.J. HALLISSEY COMPANY 12835 Bel-Red Road Suite #140 Bellevue, Washington 98005 TENANT: LUWA DISTRIBUTING INC. 9047 12th Avenue NW Seattle, Washington 98117 REVISIONS: RAMP REVISIONS NOVEMBER 08, 2001 CELL C. DArD4040 rams): 1 TRESE CPORRNGS ORE ME PROPERTY OF FERRARI DESIGN GROW. P.S. (FEIG) NE ROT TO DE USED OR REPRODUCED ANY WAINER EXCEPT TAN Rem WITTEN CEINISSION RCN FOG. FERRARI CESPCN GROUP ARCHRECIS. PS 2001 NJ. RIGORS RESEMED CheckeO By: F HEFFERNAN Drawn By H YAMAMOTO Date NOVEMBER 08.2001 No PERMIT DRA 5 5 01 Job No 20112.000 o 'tot; • • 4 • • /2:' _1 L... k.-10 Teit.:,1! L C7 L if 5d I/ 2: rr e- JJ 0 wzr ir \L I t Lau PF ) 148 Y. Wx1,1411.1.1■14.1:11; c VAc Ci LI re 0 2 1/1 ex - d e de rEP I 0 Li ( i T+ftLl . L Y rs ri14,r oy 7? '' v) DY 54,0 ie.:, .....nrwatmeartzanel 1 0 N - Jt ST rqNmaus SHALL SE MADE TO l:CPE OF WORK WITHOUT PS1011 \14L OF TU I: ?■ MINING OIVIS1Ool, P' WILL REGUIR2 A NEW PLAN SUBMITTAL AND MAY INCLUDE ADDITIONAL KAN REVIEW FEES. If Zil 1/4 5 61 - E'Ji QE Y I understan that ti e Plan Check approvals are subject to e rors at d omissions and approval of plans does not authorize the violation of any adopted code or ornanCe. Receipt of con- tractor's copy of approved plans acknowledged. Date PermftN.1 7 7 r FITY OF TU 46 0 5 ZOO' PERMIT g,q4itpiA 1ot Z4-1 CITY Of RAMA APPROVED AUG - 6 2002 its No It. ogi6 HS52 I/2x2 1/2x1/4 ' /,;%/2 1///M % %%/'%/%l/• ;" /7/4/ //.% c1:2 rLE= .(S'b mum 1 2 I/2x2 u2xi,4 COt ExfST CURS L6x4x5/8 W/ 3/4" DIA EPDXY GROUTED BOLTS `O 1/4"=1-O" 4 1/4" = GRIND SMOOTH ALL STEEL EDGES, CHAMFER ALL CONCRETE EDGES, TYP D 1/4 "= 1' -0" Foundation Plan -• H553 1/2x3 1/2x1/4 - SECTION - WEST 5' -0" LAJ SCAPE BED TO REMAIN 7 SECTION - NORTH CTRLINE OF COL b -C 2" DIA RAILS, TYP --I 1/2" DIA RAILS, TYP CTRL NE OF RAILING. TYP :4553 I/2x3 1/1x/4 OVER 14' DIA CONC COL TYP 4 EQUAL SPACES • l' -6' O.G - Ex►S' :aAS "E'ER TO RE" lAN 30' -0" 5" CONK SLAB 14" DIA CONC PILE EMBED 3' MIN W/ 2' MIN INTO FIRM SOIL, TYP 11/2" DIA PIPE COL, TYP 4" CONK SLAB ExiST WALL e455 2 1/2x2 I/2x1 /4 COL W/ 12'xI2` CONC FTG TYP LANDING �n �-�t I E SL I Is I=fl �Il l . pl l � l hll II � >E = 1 .. - - - _ - ibII =1 11=Il =11 . I II - 11 : �II' =r 1 II fall Il .l .� - I iIblllb avail =1 I CIA II: (3 w ' w. f r Exr' ! TO Q 4 2" DIA PIPE COL • CC1vC SLAB us 1 5 •t8'OC EA WA' • MID -DEPTH Ill" DIA PIPE COL 4r' DiA PIPE COL W/ 24'x12" GONG FTC, TYP 4' CONK SLAB WI II12.9xW2.9 -I0 /0 WWM • MID - DEPTH TYP 1 1/2" DIA PIPE COL W/ 12 "x12" CONC FTG, TYP 14) TRL INE OF RAILING, TYP 11/2" DIA PIPE COL W/ 12"x12" LANG FTG, TYP NOTE GRIND SMOOTH ALL STEEL EDGES, CHAMFER ALL CONCRETE EDGES, TYP 5" CONC SLAB WI s i8" O.G. EA WAY �► MID -DEPTH 2" DIA PIPE COL WI 12"x12" CONC FTG structural notes Ti.f FCy04f/ING NOTES APP. iM E56 NOTED OTwE.RJSE GO,/£fiNNG CODE - 199' JBC k*c rile r1P.= E)°Of URE E SE+Srcc IOC :.ONE 3 LIVE LOAD. toe PSF AL_ FOOTING ANC 'SLAB TO BE PACE ON COMPETENT SOIL. F Q STIONABLE SITUATION AR: SEC RETAIN A SOIL ENGINEER CONCRETE F'c = 2500 PS INSPECTED ' 5 -1/2 SACFZ CEMENT PER C l MK, ULTIMATE STRENGTH DESIGN METHOC USED MIXING ANA PLACING OF ALL CONCRETE AND SELECT CA CF MATER!A,.S SHALL BE IN ACCORD WT.' THE JBC ANC AC1 CODE 3lb -63 SELECTION OF MATERIALS SHALL BE SUCH AS TO TO PRODUCE A DENSE PROPORTIONING GF AGGREGATE TO CEMENT SHALL BE Si.C.■ AS TO PRODUCE A DENSE WORKABLE Mx WITH 3` "1AxiMUM SLttIP WMiCH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE MATER FOR ADMIxTuRES SEE SPECIFICATIONS 1/2" CHAMBER AT ALL EXPC'SED EDGES UNLESS .NDtCATED OTHERWISE ON ARCHITECTURAL DRAWJNS WATER CURING SHALL BE USED AIR ENTRAIN ALL CONCRETE EXPOSED TO £AT, -ER L TH 3 PERCENT TOE PERCENT AIR BY VOLUTE MAxir1J" CES.ih SHALL BE PROVIDED TO ARC.+ITECTLRE F ALTERATIONS ARE a5+ TO BE MADE PROVIDE REINFORCING SHOP DRAWINGS TO THE ARCHITECT AND ENGINEER FOR APPRO /AL BEFORE FABRICATION. ELEVATED SLAB - F'c =3002 P51 REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED ASTM A615-lb GRADE 40 40000 P5. . LAP CONTINUOS REINFORCING BARS 36 BAR DIAMETERS / -l" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS -0" BEND WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT DETAIL STEEL iN CCO RDANCE IIJITH "NCI MANUAL OF PRACTICE OF DETAILING REINFORCED. CONCRETE STRUCTURES. ;JELDED WIRE FABR'C CALF! TO CONFORM WIT- ASTM A 185 REINFORCING HOOKS TO COMPLY WITi, STANDARD. ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE MINIMUM CONCRETE COVER FOOTINGS - 3" STRUCTURAL STEEL: ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESK:N. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." ANC THE "CODE OF STANDARD PRACTICE." STRUCTURAL STEEL '3HALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL TUBE COLUMNS WELDHEAD STUDS BOLTS (STEEL TO STEEL ALL IIFt DS TO BE E'@ ALL STEELS TO BE WEATHER PROOF. ASTM A -36 (Fy = 36000 PSI) ASTM A -500, GRADE B (Fy = 46000 PSI ASTM A -I08 (Fy = 46000 PSI) ASTM A -325N (UNLESS NOTED ON DETAIL.) CONCRETE: TAKE CONCRETE CYLINDERS PER UBC SECTION 1903. VERIFY SLUMP. 3 CYLINDERS PER 50 CUBIC Y ARDS. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE AND GRADE. WELDING: INSPECT ALL FIELD WELDS. FULL PENETRATION WELDS TO BE INSPECTED BY ULTRASONIC OR RADIOGRAPHIC METHOD. SUBMIT INSPECTION REPORT TO KM. MAW ASSOCIATES. CONTRACTOR SHALL PAY r'-OR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF ALL WELDS NOT MEETING SPECS. SPECIAL INSPECTION FOR A325 BOLTS. ALL WELDING TO BE PERFORM BY AWS AND CABO CERTIFIED WELDERS SUBMIT INSPECTION REPORT TO KM. MAW ASSOCIATES. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF ALL WELDS NOT MEETING SPECS. SPECIAL CONSIDERATIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUTURAL MEMBERS DURING CONTRUCT!ON. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. SHOP DRAWINGS: SUBMIT ONE SET OF PRINTS OR SHOP DRAWINGS AND ONE SET OF REPODUCIBLE SEPIAS OF SHOP DRAWINGS TO KM. MAW ASSOCIATES FOR APPROVAL PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL AND REINFORCING STEEL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS TO BUILDING DEPARTMENT AFTER REVIEW BY ENGINEER AND PRIOR TO FABRICATION. . ALL DRILLING TO BE PERFORMED WITH EXTRA CARE SO THAT EXISTING REINFORCING WILL N0- BE DISTURBED OR SPLICED. EPDXY GROUT SHALL BE USED FOR ALL REINFORCING TO BE EMBEDDED INTO EXISTING CONCRETE. ALL VOID SPACES SHALL BE FILLED SOLID WITH GROUT WHERE NEW REINFORCING OCCURS THE CONTRACTOR 15 TO REVIEW AND CHECK ALL DIMENSIONS. PILOT HOLES TO BE DRILLED FOR NEW BOLTS. IF THERE 15 AN INTERFERENCE WITH THE EXISTING REINFORCING STEEL, CONTACT THE STRUCTURAL ENGINEER. DO NOT DESTROY EXISTING REINFORCING STEEL. X -RAY MAY BE NEEDED TO LOCATE EXISTING REINFORCING STEEL. INSPECTIONS: INSPECTIONS TO BE PER UBC BUILDING CODE REQUIREMENT OR PER OUR SPECIFICATION OR GENERAL WHICHEVER IS MORE STERN. I. SOIL - EXCAVATION AND BACKFILL UNDER FOOTING AND SLAB. 2. CONCRETE PLACEMENT AND REINFORCING STEEL PLACEMENT. 3. STRUCTURE STEEL ERECTION AND UIELDINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS SPECIAL INSPECTION I. REINFORCING STEEL PLACEMENT 2. CONCRETE COMPRESSION TEST 3. FIELD AND SHOP WELDS 51-101° DRAWINGS SUBMITTAL REQUIRED STRUCTURAL STEEL REINFORCING STEEL CONSTRUCT TO COMPLY WITH WASHINGTON STATE BARRIER FREE REQUIREMENTS, TYPICAL VERIFY THAT ALL EXCAVATION AND NEW CONSTRUCTION DO NOT INTERFERE WITH EXISTING UTILITIES SPECIAL INSPECTION EPDXY GROUTED BOLT EMBEDS ALL EPDXY GROUTED BOLTS PER ICBO REPORT 'ER -5369 I understand that the Plan Check approvals are sub to errors and emissions and approval of plans does net authorize the violation of any adopted code or ordinance. R?cei : :t of con- tractor's c, - . -y of approved plans acknowledged. NOTES ,EVQ 8O 4$ _ _' LE #!meTE TO Ths OF � • � ,` 6JIE�11t�� p►Vl$i0`j= AL P.'774r P VI / S `"+Ill F. A �li.t� `N' #T of I ...'.,:k e.-= • - CI�CIV CU CITY OF TUKWILA OCT 16 2002 E'VISION N(1. F 4 D01--ALN • r FOR BU LDNG DEPARAENT SUSITTAL ONLY k. m. maw associates consulting engineer 810 Jra AVENUE SEATTLE, WASHINGTON 98104 P2018 824 /116 >`S is /[ I- w z O 0 • z ce Q w � O < 0 = Q N D A DATE DATE DRAWN CHECKED PRINT DATE 10.15.02 10.15.2002 FOUNDATION PLAN STRUCTURAL NOTES JOB NO. 02-60 DESCRIPTION 0 O n ' W . S if W I O 11/2'° DIA GUAR; Ri. L ---- 1► inw 1455 2 1/2x TO HSS 3 Lei 'r- 7 1/4 ' 2 -8 H55 2 I /2x TO PLATE j 1/4 3/4" = 1' - 0" > 1/4 V >4 V �-- j ' - CTRLINE OF 44:35 - { • CTRL INE OF CONC COL °t Ir2" NOTE HSS COLUMN TO CONC COL NOT SHOWN FOR CLARITY, SEE DETAIL 4/52 a 0 e vr 2" CLR 7e PLAN - GONG COL_ Typ HSS Col to Conc Col PLAN - HS TO CONC COL I I/2" EXIST CONG WALL L6x4x5 /8, COPE ONE FLANGE FOR 1455, TYP = n H55 2 I /2x2 (/2x1/4 PLAN � 4 L < H55 3 I/2x3 I/2x1/4 2 I/2x2 I/2x!/4 CONT I/■ 2-5 Typ L6x to Exist Wall - Plan 3/4" = 1' - 0" I f °--- LMi` ,IAP PLATE TrP 3/8' D-uA BEN' ROC • E AR' CO z uE-C - "'�`!� To COL l 4 ' WELD ALL AIRGJ ill' 2 fix: Irl.cU.i EXIST FIN FLOOR \____ - H55 3 I/2x3 I/2x1/4 COL BELOW SEE DETAIL 4/52 FOR CONN TO HORIZONTAL MEMBERS 2 " DA A L. Tl F - ow* rrp 04 # 4 -a' • 9' O_C •ALL SUPPORT TYP - 04. _ 111 5' CONG SLAB wi NOS SKID SURFAC.:E 1-155 3 I/2x3 I/2x1/4, SEE DETAIL 6/52 FOR BEAM TO COL BEYOND SIM _ - -- •4 d 9" OC I u 3 If-x3 1 /2xi /4 1/ CAF PL 1455 3 1/2x3 I /2x1 /4 I/2" BASE PL OVER 3/4' LEVELLING GROUT WI 4 -3/4' DIA x. 12" AB . 1/2' BASE PL OVER 3/4" LEVELLING GROUT W/ 4 -3/4" DIA ' 12" AB 14" DIA GONG COL W/ 4 -•4 VERT WI 4 - TIES • 3" OC. TOP AND REMAINDER TO BE 12" O.G N SEE DETAIL 5/52 FOR NOTES NOT CALLED OUT, TYP J'` 1/4 - 1-155 4x4x1/4 SECTION L6x4x5/8, COPE ONE FLANGE FOR H55, TYP 1455 2 I /2x TO 1-155 3 I/2x COL O O 0 5' -- SLAB .. - NON 5K 5U cE •• • 9 0-C •4 • I' NATURAL GROUND OR ENGINEER APPROVED BACKF I L L FOOTING FOR RAILING BET OND / 8" GONG SLAB W% 5 • i8" O.0 EA WAY W/ NON SKID SURFACE Typ 12" Thk Landing Section 314' =1' -0' EXIST CONG WALL BE`r OND EXIST FIN FLOOR EXIST GONG WALL --� TypNew Slab to Exist Wall 3/4" = 1' - 0" -'t 2 -•4 x 2' -0" HAIR PIN - -- r II= III -III- III — III -Tf T_ ' I I =- III -� =1 I I II III - = ' == 11tt 11I III. tll I ll ► - t 0 4 • 9 OC. f / f I' -0" c- - I I F=1 it . 1ll- �T�1I�IIi�T 2' -b' *4 • 12" O.C. 0 4 £ 9" O.C 5" GONG SLAB W/ NON SKID SURFACE I _AL_ X 1 ill _ 111 -I11. 11 I 111 —I r1 - I I 1 — Il I -111 =� li ` Il ilil= 11 IIL I iII.I��� ill ��{li ;;llI= III - III = -1 Typ Guard Rail to Conc Footing 3/4" = 1' - 0" i- -CTRr. NE OF +4 CTRL NE OF FTG GL.A.FC. R.A L BET ONG SE D'ETA,L 2/53 FOR CON. TG CGNC 54'1 GuA r RAxt BEY CND SE - DETAIL 8'52 !FOR COW TC CONC. •4 • 9" O.G., EMBED 4 I/ " INTO EXIST CONC WALL, PREDRILL HOLES TO MISS EXIST REINF. L6x4x5 /S CONT W/ 4 -3/4" DIA EPDXY GROUTED BOLTS TO WALL EACH END, EMBED 4 1/2" INTO EXIST CONC WALL, PREDRILL HOLES TO MISS EXIST REINF. CTRLINE OF COL, CTRLINE OF FTG II/2 "DIA PIPE COL �— I I/2" DIA RAILING • MID - HEIGHT — 4" CONC SLAB W/ W2.9xW2.9- I0/10 WWM �il<ilr -. FOOTING FOR RAILING BEYOND 3" DIA PIPE SLEEVE W/ ELASTIC CAULKING TO CONTROL MOISTURE PENETRATION INTO SLEEVE, TYP 4 5 CONC SLAB y' / / r •4 • 12 OC NON SKIL; SURFACE Typ Slab @ Support 314' =1' -0' SEE DETAIL - 1;S2 FOR H55 TO EXIST CONC WALL 1-455 2 I/2x2 I/2x1/4 SEE DETAIL 4/52 FOR CONN TO HORIZONTAL MEMBERS GUARD RAILING NOT SHOWN FOR CLARITY 3/4" = 1' - 0" 0 x " =1'-0" > 1/4 •4f4 - 0` • 9 oc. PRO ✓IDE CONTR;1- JON' ' TOOL „Ai • 00 1455 PER PLAN W/ I/2" DIA WELDED STUD is 12" OC 1455 3 I/2x3 I/2x1/4 HSS 3 I /2x3 1/2x114 COL BELOW SEE DETAIL 4/52 FOR CONN TO HORIZONTAL MEMBERS 5" CONC SLAB Typ HSS Connection @ Corner - Plan NOTE 1455 COLUMN TO CONC COL NOT SHOWN FOR CLARITY, SEE DETAIL 4/52 4C • 18 70 CITY OF TUKWILA OCT 16 2002 °ERMIT CENri n �E'�iSIf7N t\J�I 4 • • FOR RUNG DEPARTMENT SOCIAL ONLY k.m. maw associates consulting engineer DATE DRAWN CHECKED PRINT DATE 10.15.02 TYPICAL DETAILS S2 JOB NO. 02-60 810 3ro AVENUE SEATTLE. WASHINGTON 98101 42061624 -7146 I— CI) Z w F- 0 • Z Q Q W O < 0 CV 0 DATE DESCRIPTION 10.15.2002 ✓ .- 3/4" = 1' - 0" 3/4 "= 1'- f)` W v ea 1 3 tl 1h C= 1 112' " DIA GUAR R.. L --� 4 GTRLINE OF 1155 -- CTRL INE OF CONC COL 4 A r "L-111-11'.-7L-11-1L. ITf -- sI[ --iii iii If 1t!__ 31[Ji I ilf_ H55 2 1'2x2 1/2x1 /4— 2" CLR r,r Q Typ HSS Beam to Conc Col tI4' CAF PATE T Y P —2* OtA .4A14CR,: L_ FTP PLAN - I-15S TO LONG COL PLAN - CONC COL 'St•PPOR' • EVER' co TO COL u. 4` DELI: ALL AIROW TYP - - +6 2 U?x2 1112x1/4 2- :ONT TY 4' - 0" • 5' 0.0 s ALL SUPPOR' TIP — •s o 12" O.0 Ir 5" :ONC SLAB 4.1/ NOt 0 5K; 0 5uRFACE i •-: � 9` c.c. :� ,d - II4 -7T? I1T it 1/4 _ V 14" ✓44 CONC COL u1/ 4 -•4 VERT 4� 4 -•4 TES 6 3" O.C. TOP AND REMAINDER TO BE 12" O.C. 1455 3 1/2x3 1/2x1/4 14" D!A CONC c-OL W/ 4 -•4 VERT Li/ 4 -•4 TIES 6 3" O.C. TOP AND REMAINDER TO BE 12" O.C. 5 3 1/2x3 I/2x1 /4 f - 1/4" CAP PL, WELD W/ 1/4" WELD ALL AROUND i/2" F ASE PL OVER 3/4 ' LEVELLING GROUT W/ 4 -3/4" DiA x 12" A$. 3/4' =1' -0" 3/4" = 1' - 0" 3/4" = 1' - 0" 2- < - ' .iAIR PIN 4' -a` • ° pc • ALL SUPPORT TYP 0 4 • 12' O.C. •4 • 9.. OC - 1 0 4 • 12" O.C. '1 1 ;II I CONT • I • -0 Typ Footing under Ramp —CM. NE OF COL CTIR.. NE OF FOOTING - .►�I► 6 2 [.242 '4/4' / 4' DIA P;PE SLEEVE .iii ELASTIC CAULKING TO CONTROL "i0ISTURE PENETRATION INTO SLEE vE TYP CC1NIC SLAE 'i7l,t ip —� ' illiIT Ie . \ u ; in NATURAL GROUND OR ENGINEER APPROVED FACKFILL 3/4 " =1' -0 3/4" = 1' - 0" x" = 1' - 0" DDHIL1 EVISiON NU. 4 ECEIVEI CITY OF TUKWILA OCT 1 6 2002 RMIT CEN rEF FOR 6ULDNO DEPARTMENT 8116f UTM °PLY k.m. maw associates consulting engineer DATE DRAWN CHECKED PRINT DATE 10.15.02 S3 JOB NO 810 :YO AVENUE SEATTLE, WASMfNGTON 918104 206, 624 -7'46 H C,) Z W 0 Y � Z Q D— • < O < 0 J Q CV ` T"_ v DATE DESCRIPTION 10.15.2002 TYPICAL DETAILS 02-60