Loading...
HomeMy WebLinkAboutPermit D99-0240 - Claim Jumper Restaurant - Patio Cover'f • D99-0240 5901 So. 180 St. Claim Jumper Restaurant • ,..bro'spitsikti:mtarliflimffififfvflKhnifrAcIfffemitowfitomatio.... City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 352304 -9031 Address: 5901 S 180 ST Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: ARST DEVPERM Contractor License No: ADLINCA077LH OCCUPANT CLAIM JUMPER RESTAURANT Phone: 5901 S 180 ST, TUKWILA, WA 98188 OWNER MBK NORTHWEST Phone: 206- 575 -8090 C/O TRAMMELL CROW COMPANY, 17850 SOUTHCENTER PY, TUKWILA WA 9818 CONTACT JERRY DENNEHY Phone: 949 - 863 -1960 18201 MCDURMOTT W, SUITE A, IRVINE CA 92614 CONTRACTOR ADLIN CONSTRUCTION Phone: 949 - 951 -9115 25971 PALA, MISSION VIJAO CA 92691 ***************************************************** * * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** Permit Description: ADD FREESTANDING PATIO COVER AT ENTRY. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 17,000.00 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 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 465.26 ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date: Permit Center Authorized Signature: I hereby certify that I have read and examin ' 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 work. I am authorized to sign for and obtain this development permi. Signature:___ Print Name:_ .0 South: .0 East: .0 West: Sewer: TUKWILA Slopes: N Streams: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: (206) 431 -3670 D99 -0240 ISSUED 09/20/1999 03/18/2000 RESTAURANT 1997 SPRINKLERED 3 .0 Date: 9-26— 5 J This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. r 3 i'i • OF iU14..W1LA• ri ck r''t'.s: . : ;901 S 130 :Sr te: 1.?ria Evbe: DLVPERN O rce 1. 352304.79031 : k• 4: 4* kM' kk• kk*• k*' kk•k.'k* *.F':I•h•k,k4kk•hk'.kk ' *kkk:4.kh *k*'k ,•kk*kkk *kk'kkkkk•kkkkkk:kk 4 .:kk h..ikk k Permit. :' and i t iu ris : 1. l.Automa tiC: fire- ext_ Ingo isl'lilit sVstem is eaul red or the entrance , canopy O t1.!re..:. ..1'4r.C'." k37!.t:1YtgUi'_Siiiit:l Svs•i till .sha l I . comply with S Sti nda:r 4:9. .i Lt)ntdt t T uLw.i le Fire Clepartnent tor• per:iiiitan•d arrpr ova I reau"ir-e.merit: No c wi l S b ln'atle .tO the p tans un less aoPr`.ovetr by the Cnoinee:r.and the `rul•:wi Ia Efui';ttiiriuj it,i'sisiun.,: A 1 1 'neruii tsr. i li uei t i c,ra 't`0'cord. `arid r:aupr�,ovet1 be available at the ,ob. ^'ite pr to .the ; rcrr.t of any` con •-,tr''Ut:tion : These do" merrt ='.are to be:`mainta;ned arici.'av I -. able until t•i na I in 1 on ar,: I is c1T'a,tl teti �1eet.ric:a I p r r n is , :,ha I 1 be ' thfuu *h' the Washington 'atate`'Div %s. ion of abur" and Indus tei *_?s anti a1T' wur r .,w,i l r ; be in:�r'ected by that aoency (24o -t�63O . . :; I- Iumbi�no permit : s.hall be obt.a.ined through the Sea ttIc - Inu' Lounty Gepar�t.ment .tit .Pub i ie :Ilea I tli: f` I umb sn9 wi 11. he 1 e t . e d , by that agency incIudirig all ga • p i p irlg . Al `! 'mechanical .wor1; sha l I be Under''' Separate perm i t. i _.sued trig C ity o f T w i t :`eonstrtict i or, . to he bone i ri dint prmarlee; with auu oven -. p lanS arfcir� eau i r•ement,s of th'e tin i,tur•m Building Code, (1947 Edition) as amended,. Urlitcr'm'Net:hairical i:Lnde (199? Edition) and: '4as :hi,rioton I. tee Ene't`ov C 1e i.1997/ gd `Vta t. The issuance of.. _a perm m t , or app.f. I of L�lati': •:LCLi`i 'iCLations . and cuiputat•iun: :she l 1 not, be, con - trcia,d. to be ' a Perin; t for . or an approve l .ot any V iu lat. i tlri :. of an.y the pro.v i s i on.. of the bu ) !ding 'code. or of any other-.,or of' the iii; 1:dict1'ifl N ..perliiit: presunlin+.i,to 9lye author'i to v,olate or canceI the p ovisions of this 'code sha. <'I'l be val itf: 9, U.11 structural welding shall be done.bv •A.E:O. 'certified welder's. anti spec 1a1 inspected ,(UB 306ia).,) 10. The specie l inspector sha l 1 submit a f ina 1 signell. r•,ecior't stating whether:: the work r eOUi fi especial inspect ion wa.s• to the best of the;'insoiector's knowledge. din, conformance with approved a Iares arid. .pewit i cat ion and..the app I icab le wor"l .marsh i p prov s i oins of: the UE+: 1i. When special inspection is required ei ther the owner. architect or engineer shall not ity" the 1uk;wi la l Ui !ding D i v i s i o n of appointment of the inspection aoenc i es prior to the tirsc bui itiing inspection. Copies of a I 1 saecia i inspection reoor• is sha l I be submitted to the Eu i l d i n g Givisic+ri in a timely manner. Reports sha I I contain address. pro iect name, permit number and type of inspection be in' performed. tatti:. ISSUED r:bo l i ed: o;'. 1`.i. i 999 issued: l9: ;?'O. 1.99 Project Name/Tevant: 5 - uv.,p --E C-V -4 �„0"ez., ,e - �n Value of onstruction: F 17, 006 Site Address: s5" / S. /�o SI. City S /Zip: 72 G a/c On Ek• T P r I N ber: c 9i.y - 031 Property Owner: e/vil MAW e- Phone: '799- 752 - -gl2 a Street Address: City State /Zip: /672/ e?rLL/ -et. fia.. .2a14.. d/¢_ 92 G Fax #: 15'S - 75G - 3/77 Contractor: / 3 Gr/ 64LO Phone: Sty- 95/ - 515 Street Address: City State /Zip: 2.5'17/ G i iylrs5 /U/1/ d `i C,t . ,2GS/ Fax #: 2'945)._ 95), 5 2/U Architect: SCR Phone: 7 95'8 , : 3 - /9L Street Address: / $ c ' / / � � C.r / n d 7 7 - City State /Zip: Su J A 2'vAe � 9 2 Fax #: "/ ,',./9-5-6R— 3/ u Engineer: 0/54 5( A- 55aCI s Phone: / i g 3g- t9G G Street Address: City State /Zip: Fax #: , /9 - 53S- 35' Contact Person:U;r- y,sl�c% Phone: 94 - f4 3- /y6o Street Address: / /d`� 19941cv/ryof-it Gc2 Sc e i /- City State /Zip: ,4. 1;0A/1nr- (0 ifo g24/4 Fax #: V5' -.4.3- 3/4° Description of work to be done: Fa sAA f,,ig.... e OL/ari ,4-r ' , -A Existing use: ❑ Retail 1 a. Restaurant El Multi-family ❑ Warehouse El Hospital ❑ Church En Manufacturing ❑ Motel /Hotel ❑ Office El School /College /University El Other Proposed use: El Retail 21 Restaurant ❑ Multi - family El Warehouse El 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? El yes 79 no Existing fire protection features: El sprinklers ❑ automatic fire alarm ❑ none El other (specify) Building Square Feet: /V, 4/.7 existing Area of Construction: (sq. ft.) / Z Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TL.►-'CWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 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 accepted through the mail or facsimile. El Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: El Miscellaneous Dale a�lcall ((o accepted. 4 Date appl c l a Tres: 1- 3- 0O Appli n ken by: (Initials) APPLICANT REQUEST FOR PUBLIC WORKS`.SITE/CIVIL PLAN REVIEW:OF.THE FOLLOWING: (Additional reviews maybe determined by the Public Works Department) 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 for 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. PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: BUILDING OWNER OR AUTHORIZED AGENT: 244-4. Signature: > Date: Print name: - 8,ti AC 64 I Ph e: 5/9- 557-90 Fax it: I AddressCit Z$ '7/ /�` 9 'A 41/..<5/ 0 A- f�B /I , �+ 1 - F t. 9! y /S tate p Zi 1'Jl /S�i o o. ace % o 64 / - ‘26.f l ALL COMMERCIAL/Mill TI -FAAIV TENANT IMPROVEMENT /ALTOITION PERMIT APPLICATIONS MUSTS E SUBMITTED WITH THE FOLL ING: ➢ 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 location(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 o f sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use ' 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 specie._ terior 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 rr--�� any hazardous materials; dimensions of proposed tenant space. 71 71 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 exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ® El Indicate proposed con 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. © in 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. ® El 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. CTPERMIT.DOC 1/29/97 er , s WIT r y " i3 r' ,, .r. .Jir - -7"' • "" ) 0 . 1 17 07 1g,`,P7'OV",.:0 S i 7 i r';' .V- ! S :VR 2 7 �K! ;1,, ,.� < ****************** ******* * * *-*•* * * * * * * * * * * ********************** . CITY OF TUKWILA, WAr TRANSMIT * * * * * * * * * * * * * * * * * * *. * * * ** * ** **** *-* * * *. * * * * * * * * * * * * * * * ** * * * ** TRANSMIT Number: R9800159 Amount: 23.50.10/01/99 14:32 Payment Method: CHECK Notation: ,CLAIM .JUMPER Init: WAB Permit No: D9.9 -0240 Type: DEVPERM DEVELOPMENT PERMIT. Parcel No: 352304 -9031 Site Address: 5901 S 180 ST Total Fees: 488.76' This Payment 23.50 Total ALL Pmts: 488.76 Balance: .00. ******************************** * * * * * * * * * * * * * * * * * ** * * * * * * * * * * ** Account Code Description Amount 000/345.830 PLAN CHECK - NONRES 23.50 • 74' ;1 10/04 '7719 TOTAL 23.50 r ti*:4.4 t t**A 4** 4 t 1k.A*•A•e Ak: kA * *:1:t+t:4*stA *A•k:1A;t:k:kA:k I* 1 .kA*A:k:h:1:4,4:t:1:4:4:t:4:h:4 C]lY- OF IUKKWILA. WA Reur^int. «d: 09/20/99 101 — :10 1Pf4N8M11 . *A*•k*Ak 4. 1#, t.: 4• A* t; k: 4do1kAA A4* A*: k: k* kA kA* A*:4AA*•:bA*iacA*k.1*•Aof:kAA* *Aka** 'TRANSMIT` Number: R9800151 Amount;: 282.7,5 09/20/r.:19 I0:2 Payment :;t4ethoci CHECK Notation: ADl+Ti4 t:t11 3 t'tt.►CfI tnxt,: Ntat3. Permit tip: 099• -0240 Tvoc: DL:VPE)H4 DL•YELOPt4L•••Nf PL'Ittti 1•. Parcel Na : :: S i t e Address: 590.1 3 180 sr Total I ees • t;Uy;?L This Pavrn n' t :32.75 iota! ALL. Pmts: 465..22 13cilancet 00 **ii* *' hot* A* *'*•k*'k•k•k*• *+4 ** *a:*1, At1•,b• * Alk*• kt* A4 rit*• k4r*•1*•+• *4 Atr *4*4*kk'k *71**4 Account Code Description Amount 000/222.100 BUl:I.lil:NG - NONREa -.179.2t, 000/386.' • artafE BUILDING SURCHARGE 4 „ 50 7115 09/21 9717 TOTAL 283.75 ,:ftj 1 ',, ri�:ft 'a•... r ri ('y %`:!.r. G- ia.::.W. S).Z(F. ,.(k"' ; / !.:7.r.%: t: :,.p.i '• j%;3`,v t' /' R .uy.}iY,:l. ;4i''t v * *.* * � *.* * * * *.* * * * * *: * * *i *.* * * * * * * * * * * * * * *. *�* * * *.* * * * A * * * * * * * * * * ** * * -.. CITY . :OF TUKWI/LA, WA '.:- tJ C . . .' ANSMIT. * * . * ** **.*. * * * * *. * * *: * * *• * * ** *;�. * ** * * * * * * * * * * * * * * * * * * * * * * ** * * * * * *• T b RANSMIT Numer :, : R98001'0.4 ' :Amount.: ..181 :,51 ;07/ 13/99 10: 07 "Paymenl Method ': CASH ; Notation: JERR,Y.'BEACH : Init: T;LB Permi No: D99 -0240 Type DEVPERM DEVEL.OPMENT'.PERMIT Parcel No.: 352304- 903.1 •S'ite:Address:.5901 S• 180 ST• Balance: 283..75 ir*.**.*** k***.* k***** k**************• k** * * *, * * * * * * * * * * ** * * *, * * * * * * *: * ** AcoountCodO Description Amount 000 /345.830 PLAN CHECK - NONRES 181.51 Total. Fees: 465.26 Total ALL Pmts: 18.1.5:1 943 07/14. /717 TOTAL. 101.5i P rojic NAA tl rvt Pa., T faspection: IA A Address: 6q0/ /Rd Sr Date Special instructions: Date wa e : 1 1 00 a.m. p.m. Re �.�tJ� Phone: INSPECTION RECORD Retain a copy w ith p ermit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: k/EL4 — iC.(O.'l - 00A/E cvxl 5 /7" - 14LL wee- x/1, 6 TO P/Ad PERMIT NO. 06)431 -3670 Date' / t El $47.00 REINSPECTION FEE REQUIRED. Prior to inspEfction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr9 Type of Insp lion: Ad O/ ,S• /� n Date calle G /� Special instructions: Date wanted: �� a.m. m.�, Requester: Phone: f INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 COMMENTS: ,& , trr c r 7 -1 4 6' Ins r' Dat Z. 9 PERMIT NO. (206)431 -3670 , 'Approved per applicable codes. Corrections required prior to approval. El $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: Project: t I a c wt ir6ate'cal Type of Inspec-tjon: (�� �`t'�'�-j- Address: Oil so /S led: 9 Special instructions: Date wanted: /Z m / a. ,7 P.m. Requester:- --t--- cv a Phone _ 5 S G INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING. DIVISION 6300 Southcer?er Blvd, #100, Tukwila, WA 98188 \ (206)431 -367Q PERMIT NO. Approved per applicable codes. I=1 Corrections required prior to approval. COMMENTS: goo, Azure- AX4 & 44.722ti' aic..ro;04 Date: 4 9 $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: FIELD / MATERIAL TES1 ASTM: C172, C1019, C780 11/4 Material Report Number: 13864 Inspection Type: Reinforced Concrete Location: Slab -on -grade Material Data Job No. 99 -218 Project Claim Jumper Address 5901 S. 180th St. g" ''1":;....;: - . J ,.-^� - ^ , � . - A N1 r"' City Tukwilla I. Permit Number: 9 - 62 NOV 0 8 1999 COMMUNITY DEVELOPMENT CLIENT Adlin Construction ATTN ADDRESS 25971 Pala Mission Viejo, Ca 92694 Type of Material: Concrete Supplier: Miles S & G Plant #: 2 Job Time: 12:49:00 PM Yards placed: 10 Coarse Aggregate: 3192.1 Air Temperature: 62 Design (F'C) @ 28: 2500 Coarse Aggregate: Material Temperature 63 Truck Number: 017 Sand: 1299.3 Yield Unit Weight: Ticket Number: 480464 Fly Ash: Slump Inches: 6 Job Mix? No Water: 209 Slump Specification: max 5 Mix Number: 355A60 Water Added: 10 gal Air Percentage: Cement Type: Air Entrain: 5 oz. Air Specification: Cement: 517 Admixture: Conformance Conforming to Plan? yes Inspector: R.L.OTTO Reviewer: Explain if "No ": FIELD / MATERIAL TES1 ASTM: C172, C1019, C780 11/4 Material Report Number: 13864 Inspection Type: Reinforced Concrete Location: Slab -on -grade A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 Job No. 99 -218 Project Claim Jumper Address 5901 S. 180th St. g" ''1":;....;: - . J ,.-^� - ^ , � . - A N1 r"' City Tukwilla I. Permit Number: 9 - 62 NOV 0 8 1999 COMMUNITY DEVELOPMENT CLIENT Adlin Construction ATTN ADDRESS 25971 Pala Mission Viejo, Ca 92694 Wire mesh was in place. Subcontractor added 10 gals of water to full load. Water added was allowable water to be Report Data Report Date: 10/19/99 Inspection Performed / Location Inspection Type: Reinforced Concrete Location: Slab -on -grade Grids Covered patio grid 2 to 1.A M.1 to H.6 line service area between 12 & 14 line from N line to S. of N. Remarks Wire mesh was in place. Subcontractor added 10 gals of water to full load. Water added was allowable water to be added mix was over rocked for exposed aggregate finish in covered patio. Test Strength Tested Per: Conforms Y /N: Compressive Y /N: Yes ASTM C39 Cast Date: 10/19/99 Fracture Type: (If 'Other, than Cone.) Tested By: P.NORGAR Reviewed By: A.HALE Test Results I ID # 'Test Date l Field Cure I Age Days (Size Inch Area Sq Inl Weight Lbs IMax Load Lbs Strength PSI I Set # 130241 10/26/991 13025: 11/16/991 1 130261 11/16/991 71 6X12 28.271 281 6X12 281 6X121 785201 27801 1 1 i I 1 Copies To I Date Mailed: 11/5/99 Building Department ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. FIELD / MATERIAL TEST: 'PORT ASTM: C172, C1019, C780 ( ,Material Report Number: 13864 Inspection Type: Reinforced Concrete Location: Slab -on -grade Material Data Job No. 99.218 Project Claim Jumper Address 5901 S. 180th St. City Tukwilla Permit Number: °irt _0240 CLIENT Adlin Construction ATTN ADDRESS 25971 Pala Mission Viejo, Ca 92694 Type of Material: Concrete Supplier: Miles S & G Plant #: 2 Job Time: 12:49:00 PM Yards placed: 10 Coarse Aggregate: 3192.1 Air Temperature: 62 Design (F'C) @ 28: 2500 Coarse Aggregate: Material Temperature 63 Truck Number: 017 Sand: 1299.3 Yield Unit Weight: Ticket Number: 480464 Fly Ash: Slump Inches: 6 Job Mix? No Water: 209 Slump Specification: max 5 Mix Number: 355A60 Water Added: 10 gal Air Percentage: Cement Type: Air Entrain: 5 oz. Air Specification: Cement: 517 Admixture: Conformance Conforming to Plan? yes Inspector: R.L.OTTO Reviewer: Explain if "No ": FIELD / MATERIAL TEST: 'PORT ASTM: C172, C1019, C780 ( ,Material Report Number: 13864 Inspection Type: Reinforced Concrete Location: Slab -on -grade A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 Job No. 99.218 Project Claim Jumper Address 5901 S. 180th St. City Tukwilla Permit Number: °irt _0240 CLIENT Adlin Construction ATTN ADDRESS 25971 Pala Mission Viejo, Ca 92694 Wire mesh was in place. Subcontractor added 10 gals of water to full load. Water added was allowable water to Report Data Report Date: 10/19/99 Inspection Performed / Location Inspection Type: Reinforced Concrete Location: Slab -on -grade Grids Covered patio grid 2 to 1.A M.1 to H.6 line service area between 12 & 14 line from N line to S. of N. Remarks Wire mesh was in place. Subcontractor added 10 gals of water to full load. Water added was allowable water to be added mix was over rocked for exposed aggregate finish in covered patio. Test Strength Tested Per: Conforms Y /N: Compressive Y /N: ASTM C39 Yes Yes Cast Date: 10/19/99 Fracture Type: Of "Other", than Cone.) Tested By: P.NORGAR Reviewed By: A.HALE ID # I Test Date I Field Cure I Age 130241 10/26/991 I 130251 11/16/991 130261 11/16/991 Test Results Days (Size InchlArea Sq Inl Weight LbslMax Load LbslStrength PSI I Set # 71 6X121 28.271 281 6X121 28.271 28! 6X121 28.27' 78520 1222901 1155601 27801 1 43301 1 4090! 11 Copies To Date Mailed: 11/19/99 IA Building Department is " �'Jt::iti t ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC, IS STRICTLY FORBIDDEN. BY: PROJECT: DESIGN REFERENCES: LUMBER & TIMBER: STEEL: CONCRETE BLOCK: CONCRETE: 14081 YORBA S CLAIM JUMPER ENTRY TRELLIS TUKWILA, WA MATERIALS: EXCEPT AS OTHERWISE SPECIFIED HEREIN CONCRETE: CONCRETE BLOCK: REINFORCED STEEL: STRUCTURAL STEEL: STRUCTURAL PIPE: PLYWOOD SHEATHING: GLUED LAM. BEAMS: LUMBER: SOIL PRESSURE: • KEN OKAMOTO & ASSOCIATES, INC. STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS JOB #: 98252 -T CRITERIA: UNIFORM, AND /OR LOCAL BLDG. CODE, LATEST EDITION. 2,500 PSI AT 28 DAYS. GRADE N, LT. WT. UNITS, ASTM C -90. 20,000 PSI (ASTM A615, GRADE 60). 24,000 PSI (COMPACT) (ASTM A -36). 22,000 PSI (ASTM A -53, GRADE "B "). DOUGLAS FIR, STRUCTURAL 1, P.S. 1 -83. 2,400 PSI (D.F. COMB. "24F "). GRADE MARKED D.F. PER W.C.L.B. GRDG. RULE 16. SEE FOUNDATION PLAN FOR COMPLETE DATA. INCLUDING CHARTS AND TABLES FROM: WOOD STRUCTURAL DESIGN DATA (VOLUME 1), NATIONAL LUMBER MANUFACTURERS ASSOCIATION MANUAL OF STEEL CONSTRUCTION, AISC. CONCRETE MASONRY DESIGN MANUAL, CONCRETE MASONRY ASSOCIATION ACI DESIGN HANDBOOK REVISION N01)- DATE: q i" t'AVST CALIFORNIA 92780 -2050 - (714) 838 -4960 EXPIItC8 2%25/ Od RECEIVED CITY OF TUKWILA SEP 2 2 1999 PERMIT CENTER A.244veheadV.14, KEN OKAIVIUTO & ASSOCIATES, lk gl.ergy - 6. - r-111 _7 o 0 ...■..........■-............•.••..•• I i ! : ■ I , ! ; , . ...i0 IhIS C 7..A- . . i __2° -- , --i-2-? .0 ' ' 1 I i ' ! I L- ,:•_,..,i1,740 ,--111 F 1 i 1 1 l' ' 1 ; !; ■ I I I .41 _ 5 50 I ja I 1 14 ( `fc 7.47 1 $e it 15 t 0 2412:_k°3_ 14 04- urt VP) I ' . . .... ; • — -. . „ l';7 . \ *If • .. '7 OA- " REcpvco 41 . 2 KT. crTY OF TUKWItA SEP 2-1 STRUCTURAL ENGINEERS !0 b3..3" 4 , f^ 14081 YORBA STREET, SUITE 105 •TUFBN, CALIFORNIA 92780 • (714) 838-4960 SHEET JOB 4 \ - f3- - z_ BY - m - ' . • GoWl T641 • x rip c- 242 PERMIT CENTER-2- 146,14 t • — L • Ivaeboltf4y ri2Afr1iNI6 € Sktyp6o-/T ____........_-:------ ------,—,-- ,-- .: . . : ...__ ... (134.7.) K. e I _ > s/.5 _ ... I - i..... • : ' 172. ; • . ' ' - - i r */, . ' ? 13 it?.5.)25 .5._ t=._II1 i i ■ : - : , • H ILA "( 43 4. 1 ) 4 0 /4 ...S VS 1 1 ---------- .114 :K 2A It/.S/1.1 K 1 4 S ¶___54,I • • • KEN OKANtlIOTO & ASSOCIATES, lAt' STRUCTURAL ENGINEERS TH. r 2 • , . 1 • I s/.15 -1.33 14081 YORBA STREET, SUITE 105 *TUSTIN, CALIFORNIA 92780 • (714) 838-4960 PERMIT CENTER SHEET 2. JOB 90252 BY CA- -- ----- RECEIVED - SEP 2 2 1 1 ■ ; 1 --I ' L ( KEN OKAIVIOTO & ASSOCIATES, INC SHEET 3 STRUCTURAL ENGINEERS . I L kflA _ I , 4. At r . V .• o,! cr) , 4I — 1 ,..._ _ ,_ .. ; ____F_igif.3...(tyy)... 7-.___:P.___._ ■c__\ k_y .16. -- I t47-_.._*--_:40 1 i-1 , , L 1 , '.____I : ; , _ : ■ i, ; . — 1 1 , i ..; c ; 1 1 1 6. i '( Gif-vgfi_liv_rifo 3 jOjj L 1 ■ j -iit-47 I r -7 ?4''` -.); a *, I - t I (1 . ., ; i • , , • ; 1 , _I I i 1 LI • I i • ! , 1 , 1 --1 I I II I ! 1 I i t, I i s I I ____I 1 I --ti 1 1 ; _749 1 fa,/ e? --- '750 11 ' • • 14081 YORBA STREET, SUITE 105 •TUS'11N, CALIFORNIA 92780 • (714) 838-4960 ' JOB BY --Ar"\ I RECEIVED CITY OF sEp 2 1 PERMIT CENTER : STEEL: CONCRETE CONCRETE: KEN OKAMOTO & ASSOCIATES, INC. STRUCTURAL ENGINEERS PROJECT: CLAIM JUMPER ENTRY TRELLIS TUKWILA, WA CONCRETE: CONCRETE BLOCK: REINFORCED STEEL: STRUCTURAL STEEL: STRUCTURAL PIPE: PLYWOOD SHEATHING: GLUED LAM. BEAMS: LUMBER: SOIL PRESSURE: LUMBER & TIMBER: STRUCTURAL CALCULATIONS MATERIALS: EXCEPT AS OTHERWISE SPECIFIED HEREIN DESIGN REFERENCES: INCLUDING CHARTS AND TABLES FROM: ,.„ A CI DESIGN HANDBOOK 1 r o � � i � � ' r c� �; � �Na 4� ,,..cam 4,: •+'o ,,,, 4' IT BY: r 14081 Y B1•STE t.XP/RES 2/252:2 JOB'S: 98252 -T CRITERIA: UNIFORM, AND /OR LOCAL BLDG. CODE, LATEST EDITION. 2,500 PSI AT 28 DAYS. GRADE N, LT. WT. UNITS, ASTM C -90. 20,000 PSI (ASTM A615, GRADE 60). 24,000 PSI (COMPACT) (ASTM A -36). 22,000 PSI (ASTM A -53, GRADE "B "). DOUGLAS FIR, STRUCTURAL 1, P.S. 1 -83. 2,400 PSI (D.F. COMB. "24F "). GRADE MARKED D.F. PER W.C.L.B. GRDG. RULE 16. SEE FOUNDATION PLAN FOR COMPLETE DATA. WOOD STRUCTURAL DESIGN DATA (VOLUME 1), NATIONAL LUMBER MANUFACTURERS ASSOCIATION MANUAL OF STEEL CONSTRUCTION, AISC. BLOCK: CONCRETE MASONRY DESIGN MANUAL, CONCRETE MASONRY ASSOCIATION 6 cop 1. 7- DATE: 77 CALIFORNIA 92780 -2050 - (714) 838 -4960 CITY OF ECEIV �l.d - P irc, . " 1 i ll f? n l' / PERMIT CENTE bc719s-OP140 • �l olhr 5 e � ._ i '' 'D 7(p x 20:1.±'511.1 ?41 r- -. 36, o4-k , 4i Y -rIIc £ -Poor- _ .31 q- K..12 - V `f"r III 7io pt 2• o tir KEN OKAMOTO & ASSOCIATES, INC. STRUCTURAL ENGINEERS too i I ; __LI _'.____L_ w '`'_(t 53'25) x 218.7.5. - 7( 1. "i' ___ _ _ __ . � , i __1_ N . I .1 13'. x 1"1.7 l,L ..J,5 15 • as -- ._ - L-- -i i I --- ,g_ 6 -..I 1(' ,4 z7 -i-iii 5./ 2, 01 . (, I5 k 1 -1 46 %2�''1 .5A" 1/04.0 "x d i , 2 14 r�3 vi 131 ° I x 1101 t 242. ' 146,14' 7 , oz 14 V ORBA STREET, SUITE 105 •TUSTIN, CALIFORNIA 92780 • (714) 8384960 SHEET JOB -c\g 2 BY S M AUG 3 1 PERMIT C 1P99 - NTER TAMING €- SK/L,6+17 1 i I KEN OKAMOTO & ASSOCIATES, INC. STRUCTURAL ENGINEERS r ( V A e 2b 5 - .22-e >cli s/,s i.1 xi.ted -1.33 z c-• 3.96" g 1<- SHEET 2 4NLF . P 114 ii I : 41 fL+ 1 20 c s705 , s . . )5/. C/ 1. 5 • `• "4 . , . ; t , i i ! 1 . "---- .1 : I i I 1 ■ I . i i I $ ' 1 . ■ ■ -I -----, I ---.-1--1. . I I I $ 1 I ! i. i I ;.......-...1 . : -, ■ : 1 14081 YORBA STREET, SUITE 105 •TUS11N, CAUFORNIA 92780 • (714) 838-4980 JOB 90252 BY GI-I $ ! , • BEGET AU G PERMIT ED JIVVILA _ • L .654 4 , , V 1 / r 2 ' , 0,41 X (A./ -- P.' - _x .= I t4 . .2-�t4- `gjfis: Flog, _ c�%�+� -� � I 1 10.714 y i i5 1 i _ -.7 -5 - - I t2l.22_ .G33 ` _2,01 ' ,. °l Novo 13 k2$ t6 ;.f_29 xio r — 13_ b ; - 1 ; / 1 j j; ; . i? I 1 I ° !`F6 `?,2 (iikt01f.11 J2 o?.b-= o(_1 -z3 -1 4 1 i -V/ C'2o - >- 1_5 � n ? ..fir ): _� i__ ' - -j -� _ ' _ - - ! . ' _ - KEN OKAMOTO & ASSOCIATES, INC. STRUCTURAL ENGINEERS 14081 YORBA STREET, SUITE 105 •TUSTIN, CAUFORNIA 92780 • (714) 838 -4960 SHEET 3 JOB 4 ‘67.- - 1•- BY --A PERMIT IvC CITY 6F AUG VED 1 August 13, 1999 Jerry Dennehy 18201 McDurmott West, Suite A Irvine, CA 92614 Dear Mr. Dennehy: RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0240 Claim Jumper Restaurant 5901 South 180th Street This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department-must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D99 -0240 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 TUKWILA BUILDING DIVISION Plan Review Comments PLAN CHECK: PLAN REVIEWER: July 29 1999 CLAIM JUMBER RESTAURANT (Patio cover @ entrance) D99 -0240 Bob Benedicto 1. The project statistics on sheet A -2 represent the record information for the building permit that will be issued. Consequently, some of the information needs to be revised to be consistent with code requirements and plans. The construction Type must be consistent with the main restaurant building (Type V -1 -Hr. and fully sprinklered per UBC Standard 9 -1.) 2. The listed square footage does not reflect the dimensions shown on the plans, please clarify. UBC 207. 3. Show compliance with the requirement for one -hour roof construction for this building. • DEPARTMENTS: B Public Works TUES /THURS ROUTING: Please Route Approved \PRROUTL.DOC 5/99 • 1 r 1 '‘ + 3 le 4 PLAN REVIEW /ROUTINGlIP ACTIVITY NUMBER: D99 -0240 DATE:9 -22 -99 PROJECT NAME: CLAIM JUMPER Original Plan Submittal Response to Incomplete. Letter # _ Response to Correction Letter # XX Revision # 1 After Permit Is Issued ND Fire I gre,Ie Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 9-23 -99 Complete n Incomplete n Comments: Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n �.t mil; irl.: l".2J". +t�t'� I.w�3t:MiYi :t.}:.rV'.XyMf'l� �riK hlla. ! Planning Division Permit Coordinator Not Applicable n No further Review Required DUE DATE 10-21-99 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DEPARTMENTS: Please Route V'RROUI LDOC 5/99 f.• a t'/i ^5 ?<!'r 7•;n; .;t+eas.:'�.�«. •X::.r .. � .,. , %'•1 r.... ,i.;;�i t;'in.'.. ,'.,.'%1"�^�.Ru = L'Sl3) trtri«^,'Thrigrr ,1;1.'4. ;u '. L^:.!-., 4i`, lYf'+•: 1': m�Fc�^ w.'7 a: anrda>. nu��v;+. xwu�errx�.+ �ertwrxH :vt+mpfitzY'muaeee.uq!rw.., BuildingWsion Public Works TUES /THURS ROUTING: ?scv.i4' �� PLAN REVIEW/ROUTIN�`SLIP ACTIVITY NUMBER D99 -0240 DATE 9 -1 -99 PROJECT NAME CLAIM JUMPER RESTURANT Original Plan Submittal X Response to Correction Letter# Response to Incomplete. Letter# Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE 9 -2 -99 Complete Incomplete n Comments: Fire Prevention L(/ q - z - 1, n Structural • Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator H No further Review Required 11 1 Not Applicable n DUE DATE 9 -30 -99 n CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions C Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division xi PAIN ic Works !,itt Wit 1-1C-4 Complete Approved \PRROUTE.DOC 5/99 V :a rk 1 CODY . PL /REVIEW /ROUTINGS P ACTIVITY NUMBER: D99- 0240 DATE. 7 -13 -99 PROJECT NAME: CLAIM'JUMPER'RESTAURANT XX, - Plan Submittal Response to Incomplete Letter Response.to Correction Letter # Revision # _ After Permit Is Issued Fireqrevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Comments: TUES /THURS ROUTING: Please Route Ix Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Planr ivision . 1 — S -A t Permit Coordinator DUE DATE: 7 -15 -99 Not Applicable No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE 8 -12 -99 Approved with Conditions Not Approved (attach comments) CORRECTION DETERMINATION: DUE DATE Approved I I Approved with Conditions C Not Approved (attach comments) REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: DATE: Revision No. Date Received Date Received Staff Initials Date Issued Staff Initials 44 I I la -C / 471 1 mA e, 1 - Received By: Summary of Revision: � ' c' t p, n c, -fp - 6)04 -za - &ructulrc 1 .toil-1-1 CD.IC.s. �J Received By: • Received By: � r -1 - . Revision No. Date Received Staff Initials Date Issued Staff Initials I I I I Summary of Revision: Summary of Revision: - Received By: Revision No. Date Received Staff Initials Staff Initials Date I Staff Issued I Initials I I Summary of Revision: Received By: • Received By: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I Summary of Revision: Received By: • Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: PROJECT NAME: Li Iawr Site Address: 590, ee.4. PER' . r NO:. P ' ; ODLIO Original Issue Date: REVISION LOG (please print) (please print) (please print) (please print) (please print) City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: � ' Z^ Plan Check/Permit Number: l�� ' 4 2 9 El Response to Incomplete Letter # E] Response to Correction Letter # Revision # -3— after Permit is Issued Project Name: C.j u-�. i-/ - fps •��.. �,�c� Pro ject Address: 5'5'e / s . /S'EJ 1 SX Contact Person: - r�•^y c}en C 7 Phone Number: 9P gG.3 -- /940 Summary of Revision: t ✓r s /o.r..s ,e- o 5 744 r4—L.. , 7'4 1 ,aGe-s. 1! -. V 1�71UIV IVV.y Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision CITY OF RECEIVED Received at the City of Tukwila Permit Center by: 1999 V Entered in Sierra on a � PERMIT CENTER 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 Date: ' City of Tukwila 0 Response to Incomplete Letter # ®, Response to Correction Letter # / 0 Revision # after Permit is Issued Plan Check/Permit Number: CIT Y R tm - TUKWILA John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Name: eL4 `ti n- �.,e- s � Project Address: • S 90/ S. /c? 2" sr Contact Person: ,� r y h Mr -t L Phone Number: /— Si—/— ,G 3 - /96a Summary of Revision: �Z2 `- es7)d.2.e .e. s c✓vvrtic .-.. "2 a t c-- AUG 7 Egon Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision PERMIT CENTER Received at the City of Tukwila Permit Center by: 0 Entered in Sierra on D 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D99 -0240 (510) July 19, 1999 Re: Claim Jumper Restaurant - 5901 South 180th Street Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fat (206) 5754439 City of Tukwila Fire Department Page number 2 Thomas P. Keefe, Fire Chief Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 2. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Exit doors shall be 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 unusable. All locking devices shall be of an approved type. (UFC 1207.3) John W. Rants, Mayor Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) 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) All exit sins shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 57.5-4439 City of Tukwila Page number 3 Fire Department Thomas P. Keefe, Fire Chief 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) 3. 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 new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4 -1.2) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1742. Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) All new fire alarm systems or modifications to John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 4 existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 7. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 'Yours truly, The Tukwila Fire Prevention City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .575-4404 • Fax (206) 5754439 r Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL ASGIST. # EXP. -DATE CC01 = ADLINCA077LH 03/31/2000 EFFECTIVE• 06/08/1993 ADLIN CONST A CALIF CORP 25971 PALA MISSION VIEJO CA 92691 -2742 P625-051-000 01797) Ras -11524 10 (8197) Ic 1)clacli And Display Ceilificatc I REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 ADLINCA077LR 03/31/2000 EFFECTIVE DATE 06/08/1993 ADLIN CONST A CALIF CORP 25971 PALA. •- MISSION VIEJO CA 92691 -2742 Signalu re Issued by DEPARTMENT OF LABOR AND INDUSTRIES --1 Please Remove And Sign Identification Card Before Placing In Billfold -�I r it 51-4 IXATKk LOW POLES Cant COIL I; slit sot S ALE 2 Gals TIfM sun WMW: OCIfWIC Sr -16 M.Ok 9t1 (1/2 F AA) SEI - ISSEPARBNT`Ot BASE SERIE NOI& rita1F- OEwc ROOF PLAN - NOTES 1. TWOL BUILT-UP ROOFING SHALL BE A WWI CAP 9EE1, CIASS A. NNENTY YEAR ROM. MIPS N- 8- 5-Y /P6 BY GAF BROW MATERIAL CORP. REFER TO WMkAC1URER5 women PER FOR PRODUCT ANp NSWL11pN 2ALL FLASHING, GUTTER'S NA UONNSPOUTS Sta:I EE 24 Cat GAUGE GRACED IRON KESS NOTED ' 011 ISE AU WAIVED IRON EXP05E0 TO PINIIC YEW 914 BE RANTED . REFER TO HrugNS. ry na�tcN 'r -Li Q > ST VIAcC P0OIWC +901 (1/2 FORMULA) SEY-IR itspAR Xf WRUNG LINE 2 COATS CLEAR WITS OLri19C REFLECTED CEILING. P NFU I" ��gypp® 4 1 , 1. 2( C � ■/ (biro N0OF MI ®-rrp • IIIIII NUM ailm �Ci+ f ■��� 9 ">RUI 4.416. MAI 644 efrt £)C IZ No. Date 'Descri 1 T'. t t F g LOOR O PLAN l 14 A *races FILE COPY 1::at the Plan Check - c c, rs and omissions and . not 6Ytigefe0 la Violation ` e or calms - . • of contract,. as N PRr H 6 mp.) ABOUE SEPARATE PERMIT REQUIRED FOR: ❑ MEG . iGAL AL ❑ PLUMBING ❑ GAS PIPING c:TY TUQ,: LA -...3 DIVISION off+ Dqq- DZLIt CITY OF TUNW0 APPROVED SEP 2 8 199 AS 1491 IrA SCHEER T A N A K A DENNEHY ARCHITECTS 18201 11cDtomatt West,Suite A Irvine, CA 92614 (714) 863 -1960 (114) 863 -3160 Fax Res bonigs ee Re Rader a>: Ce 00 d 000 kode Des., Ad0eca, k one Ad eat to lad to tor other Rai esq± b/ I¢eomd with Strow to. Dendif Petite.. Vc. ©S0Ex 4bW. 0000 IAOI'C� CI K r1.�x:x F,EGISTEREO f ARCHITECT ISSUE DATE PROJECT PAW. SGIEFA 5*47E Or WASNINGIOX APPROVALS Drawn: Checked: Architect: Principoi; PROJECT NO. BEM TITLE ENTRY PLAN ENTRY I ELECTED Ct11R15 PLAN AND 'DETAILS SHEET NO. A — w A 0F, DATE PRINTED ortrarlfaawA SEP 2 2 1999 PElaurcFNTER .—...- 6"24- 99r91810121c i i GENERAL NOTES PROJECT PARTICIPANTS 1. CONTRACTOR SHALL, PRIOR To COMMENCEMENT Of WORK. FEW VERIY All DOSING PROJECT CONDITIONS, MOOING DIMENSIONS AND UTILITY LOCATIONS MO UTILITY SIZES. FIELD CONFIRMATION OF DISCREPANCIES SHALL BE RECORDED ON A REPRODUCIBLE DOCUMENT AHD OAMEEPATELY TRANSMITTED TO MOM FOR PROJECT RECORD, COORDINATION, MD NECESSARY RESOLUTION PRIOR TO CONTINUING WITH WOK. CONTRACTOR SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL WORK AND MAMMALS - INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. PERRIER D00N90N5 TAKE PRECEOET(E OVER SCALED SIZES; WIN StME DRAMTIGS TO DETERLONE MY LOCATIONS. THE ARCHITECT SWL BE NOTIFIED OF ANY DSCIEPKIES, PRIOR TO CONTINUING WITH WORKS PAL WMENSIONS ON PLANS ARE TO CENTERLINE OF was / COLLARS. MID FACE OF STUD (F.O.S.) OR FACE OF MASONRY (F.O.M.), UNLESS NOTED OTHERWISE. 2. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF ML APPLICABLE BUODR*G CODES. THE AMER/CANS WOK O*SP&JTES ACT, AS WELL AS ALL OTHER LOCAL GOVERNING CODES AND ORDINANCES. 3. THE CONTRACTOR SWILL REPORT TO THE OWNER ANY ERRORS, INCONSISTENCIES, OR, OMISSIONS HE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERROR AFTER THE START OF CONSTRUCTION. WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE OWNER, AT THE CONTRACTORS EXPENSE. THE MEMO OF CORRECTING ANY ERROR STOOL FIRST BE APPROVED BY THE OWNER. 4. THE GENERAL WILDING PERNOS %RI BE PAID FOR BY THE OWNER AND SECURED BY THE GENERAL CONTRACTOR. AIL OTHER PERMITS SWILL BE SECURED MID PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL REQUIRED COY AND /OR Co*NJY LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE.INDNOUAL TRADES. ALL CONTRACTORS MALL HAVE. VALID CERTIFICATES OF WORKMAN'S COMPENSATION ON FEE WITH THE APPROPRIATE MENGES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING ' U000ES, WHETHER'. SHOWN HEREIN OR NOT, AND TO .. PROTECT THEM FROM DAMAGE THE CONTRACTOR OWL BEAR ALL EXPENSE FOOT THE REPAIR OR REPLACEMENT OF UOUTIES MD/OR CONTRACTOR SHALL PROVIDE TEMPORARY PROJECT OFFICE WITH TWO TELEPHONES, FAY TELEPHONE FOR SUB- CONTRACFOtS, AND FAX WORK. ° SECURITY FENCE.'. WATER, POWER,: MD :TOILET FAMES SHALL BE PROVIDED BY THE CONTRACTOR AS RECANTED: COORDINATE LOCATIONS WITH ALL APPROPRIATE AGNCES. CONTRACTOR'S FELD OFFICE SHALL CONTAIN CURRENT COPY(IES) OF Al GOVERIUNC.B CCOE(S). 7 CRY APAPOIED PLANS SHALL BE KEPT N A PLAN BOX AND SHALL NOT BF USED BY WORKMEN: ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MA TON, IN 6000.CONCOON, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE TRITER ON THE PREMISES AT ALL TINES. THESE ARE TO DE UNDER THE CARE OF THE JOB SUPERINTENDENT 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE OLE JOB IS IN PROGRESS AND UNTIL JOB IS COMPLETE. 9. CONTRACTOR SHALL MAINTAIN THE SITE IN A CLEAN AND ORDERLY MANNER. ALL DEBR5 SHALL BE REMOVED FROM PREMISES, AND ALL AREAS SHALL BE LEFT IN A BROOM -CLEAN CONDITION AT ALL TIMES. THE CONTRACTOR SHALL LOCATE AND MAINTAIN A TRASH BIN AT THE SITE. SUCH BIN STALL BE OF ADEQUATE DIMENSION TO KEEP THE SITE CLEAN AT ALL TIMES. THE BIN SHALL BE REMOVED AND EMPTIED AS REQUIRED. DUST RESULTING FROM SALVAGE, DEMOLITION AND REMOVAL WORK SHALL BE CONTROLLED TO PREVENT THE WPOSWN OF A NUISANCE OR HAZARDOUS CONDITION TO THE ADJOINING PORTION OF THE PROJECT. THE USE OF WATER MILL NOT BE PERMITTED WHEN SUCH USE 000W RESULT IN HAZARDOUS, OR OTHERWISE OBJECTIONABLE CONDITIONS. 10: CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION IN ACCORDMCE NRH ALL .APPUCABLE BUILDING CODES. 11. COMPACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AI ALL TIMES. FIRE EXTINGUISHERS (OTHER THAN THOSE TO BE INSTALLED UNDER THE GENERAL CONTRACT). SHALL RE PROVIDED' ON SITE AT ALL TIMES. CONTRACTOR SHALL PROVIDE ALL REQUIRED PROTECTION: INCLUDING, . BUT NOT LIMITED TO SHORING, BRACING, AND ALL SUPPORTS NECESSARY TO MAINTAIN OVERALL STRUCTURAL INTEGRITY OF THE MONO. ALL OEMk'TEN AND CUTTING SHALL BE PERFORMED. IN A MANNER AND BY METHODS WHICH ENSURE AGAINST DAMAGE TO EXISTING WORK. DECORATNE MATERIALS SHALL BE NONCOMBUSTIBLE OR, FINE- RETARDANT TREATED IN 0* APPROVED MANNER, SHALL BE PROVIDED WITH A STATE FIRE MARSHAL'S CERTIFICATION STAMP, MD SHALL BE APPROVED BY THE FIRE DEPARTMENT PRIOR TO INSTALLATION. 13. NOT USED 14. NO STRUCTURAL MEMBERS SHALL BE CUT TO ACCEPT PIPES, VENTS, DUCTS, ETC., EXCEPT AS DETAILED OR SPECIFIED HEREIN. 15. NOT USED 16. NOT USED 17. THE _GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP AND/8R RELATED DANAGE WHIUA SHALL APPEAR MTMN ONE (I) YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. REFER TO SPECIFICATIONS FOR WARRANTY REQUIREMENTS N EXCESS OF ONE YEAR. IN, ADDITION TO EQUIPMENT WARRANTIES F'tRN511 OWNER A WRITTEN GUARANTEE AGAINST LATENT AND PATENT (<V' ,OS IN MATERALS AND WORKMANSHIP FOR ONE YEAR. OARANTEL MALL .INCLUDE REPAIR, DAMAGE TO, OR REPLACEMENT OF, ANY PART OF EQUIPMENT PROVIDED. 18 NOT USED 19. NOT USED 20. NOT USES 21. NOT USED 22. NOT USED 23. NOT USED 24. NOT. USED 25. ALL PAINT COLOR AND /OR MATERIAL TRNISITIONS ARE TO OCCUR AT INSIDE COMERS (O.N.O.). 26. 27. NOT USED. COMPLETE SHOP DRAWINGS MO EORAPMENT SUBMITTALS SHALL BE PROVIDED TO ARCHITECT AND OWNER FOR REVIEW AND APPROVAL POUR TO FABRICATKN, AND /OR MERWG OF ANY Ems, FOTURES, MATERIALSOR ASSEMBLIES. THE OWNERS REPRESENTATNE AND ARCHITECT WAIL REVEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CNNF000L*N E WITH DESIGN INTENT OF THE PROJECT ONLY. APPROVAL OF A SOW;DIAR COMPONENT SHALL NOT INDICATE APPROVAL Of AN ASSEMBLY IN WHICH THE REM FUNCTIONS. ALL SHOP DRAWINGS AND SUBMITTALS SHALL BE ROOTED THROUGH THE GENERAL CONTRACTOR. NO DOCUMENTS SHALL BE SUBLIMED DO0ECTLY TO THE ARCHITECT, OR TO THE ARCHITECT, CONSULTANTS. SOWN ALL SHOP DRINKS AT THE FORM OF ONE 30' X 47 TRANSPAREW,Y (SEPIA) OF EACH SHEET MD TWO ADDITIONAL SETS OF BLUEUNES FOR REFERENCE. SUBMITTALS CONSISTING EN1OELY OF BLUEUNES OR WLACKLNES ASE NOT ACCEPTABLE. WHEN SHOP OTAWINGS MOUE MANUFACTURER'S DATA OR MATERIAL UST, SUBMIT A MNMNNH OF ENE COMES FOR REVIEW ANO APPROVAL 28. NOT USED 29. ACCURATE AS -BUILT DRAWINGS SHALL BE GENERATED BY CONTRACTOR DURING CONSTRUCTION AND stamp TO THE OWNER TWO. COMPLETION OF FRtAL PUNCH LIST. BUT PROW TO REQUEST FOR FINAL PAYMENT. 30. FOUR SETS OF EQUPAENT OPERATING MD' MAINTENANCE LIANAS SHALL BE SUBLIMED TO. THE OWNER TWO WEEKS PRIOR TO RECEMNG THE TEMPORARY CERTIFICATE OF OCCUPANCY. ADDITIONALLY, DELIVER TO THE (WRIER :A COMPLETE UST OF WARRANTY . NEOBATXX4.ONE SERVICE PERSONNEL (INCLUDING AFTER -HOURS PHONE NUMBERS) 31. CONTRACTOR STALL ASSIST OWNER IN OBTAINING "CERTIFICATE OF OCCUPANCY OR 'OCCUPANCY PERMIT' AS NECESSARY. 32. NOT USED 33. CONTRACTOR SHALL NOT EXCAVATE TRENCHES OR EXCAVATIONS FIVE (5) FEET OR MORE IN DEPTH, INTO WHICH A PERSON 5 USD005ED TO DESCEND, WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL. 34. NOT USED 35. NOT USES 36. CONTRACTOR SHALL INSTRUCT SUB - CONTRACTORS TO CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS IN THEIR ENTIRETY. NFDRMADON REGAROING THE COMPLETE WORK OF SPECIFIC TRADES AND 550- TRADES 5 DISPERSED THROUGHOUT THE DRAWNGS AND CANNOT BE DETERMINED BY REFERENCE TO ANYTHING OTHER THAN COMPLETE SETS OF DRAWNGS. RESTAURANT CANT CLAN JUMPER ASSOCATES 16721 MILLI(AN ANOMIE IRVINE CA 92606 ( (949) 756 -9101 9 ) 756 -8733 FAX CONTACT: DOUG PARSER 11190= RBI( NORTHWEST LIMITED 7690 S.W. MOHAAWK STREET MORN, ORIGIN 97062 (503) 691 -9500 MASON FRANK DENNEHY ARCHITECTS 18201 McDURMOTT WEST, SLATE .A IRVINE, CA 92714 (949) 863 -1960 (949) 853 -3160 FM CONTACT: DEL SHOTWELL KEN OKAMOTO AND ASSOCIATES 14081 ROMA STREET TUSTIN, CA 92680 1 714 838 -4960 (714) 838 -3928 FAX CONTACT: KEN OKAHDTO PROTECT STATISTICS PROJECT ADDRESS: CLAIM JUMPER RESTAURANT PARKWAY SUPERCENTER 5901 S. 180'" STREET TUCKWILA, WASHINGTON CRY OF TUK'MLA DEPARTENT C= COMMUNSY DEUELOPMENI 6300 SOUTHCENIER &CULL-VAX), SOTS ID7 TUKWRA, WASHINGTON 98118 (206) 431-1670 BOB U NEICTC uANC;, (206) 433 -71H NORM IERLOTF ANNaIG) HEALTH 08PARTMEN7 ING COUNTY HEALTH DEPAPTMEST 14350 S.E. FISTGATE ALL BETIEVUE, WA 9800 206) 296-974: 2D6) 296 -4919 FAX CONTACT: MIKE BRATCHEF THE ADJACENT STRUCTURE WAS CONSTRUCTED UNDER BUILDING PERMIT Y D98 - 0340. THE NEW TRELLIS IS INDEPENDENT OF THE EXISTING STRUCTURE. THE SCOPE OF WORK INCLUDES SOME DEMOLITION OF EXISTING CONCRETE FOR FOOTINGS, ENTRY SLAB, PROTECTION OF THE EXISTING STRUCTURE AND SURROUNDING PROPERTY AND CONSTRUCTION AND FINISHING A NEW TRELLIS STRUCTURE AS DETAILED HEREON. TRELLIS SQUARE FOOTAGE: 7745Q. FT. CONSTRUCTION TYPE: VN OCCUPANCY: A-2.1 CODES: 1997 UBC W/ WASHINGTON AMENDMENTS 1997 UPC 1997 UFC 1997 NEC WASHINGTON HANDICAP CODE 1_)c\q--ort4Q CITY OF TUKWILA APPROVED SEP 2 8 1999 AS NOTED L nn ; __Ne V T3RJN CITY OFTJKWIA SEP 2 2 1999 PERMIT CENTER DA Sc H E E R T AN A K A DENNEHY ARCHITECTS 1520 UCDUrm ,. OeS1,SUite NEE. 92614 (7 863-1960 (714) 863-3 AGE These D,.n,R ae s: Pro, Ter. TanMa C ren M..nzeG�, 'ux. art see mt to =ea m a{ aBc a.`or excq,' M Fyeernen9. Sheer Teraxa Oe.th, kcv;eus. �c TONE rr a N,111C-S. Ti PROJECT ISSUE DATE No. Date I Descriptor. I 119 I 1.414..Or�D RFa'IYAV 2 "1 =1sT°; P.C. GIJtS- UICAO.- APPROVALS Drown: SO Checked: ArChitEct. Principsi: PROJECT NO. 98496 TITLE GENERAL NOTES PROJECT DATA SHEET NO. A 2 OF DATE PRINTED 9 -23 -96 /9849641.1