Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D97-0265 - GOLFSMITH - SALES AND SNACK BAR AREAS
City of Tukwila �- Community Development / Public Works • 6300 SouthcenterBoulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor OCCUPANT OWNER CONTACT CONTRACTOR Signature:_ Print Name: 022310 -0070 240 ANDOVER PK W ACOM DEVPERM TUC III -N 001 North: 0 South: N/A Sewer: Slopes: License No::.GIBBSCI099NB DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Occupancy: UBC: Fire Protection: East: .0. West: c20 Permit No: Status: Issued: Expires: Streams: (206) 431 -3670 D97 -0265 ISSUED 09/05/1997 03/04/1998 STORE 1994 SPRINKLERED .0 GOLFSMITH 240•ANDOVER PK E, TUKWILA WA 98188 SEATTLE FUR EXCHANGE C/O BEST PRODUCTS CO INC, PO BOX 26303, RICHMOND VA ; ,P:32.(00 ( 303 R J RUNNELS /MARK HENDERSON Phone: 281 955 -6502 12327 N SHADOWLAKE DR, CYPRESS TX 77429 GIBBS CONSTRUCTION INC. Phone: 972 -278 -3433 '1855 WALL STREET, GARLAND, TX 75041 k**************************************************** * * * * * * * * * *k * * * * * * * * * * ** * ** * * *** Permit Description: CONSTRUCTION OF DEMISING WALLS. TO CREATE SALES AREAS-AND CONSTRUCTION OF SNACK. BAR AREA. INSTALL : GREASE, INTERCEPTOR (BIG DIPPER) IN FOOD SERVICE AREA. k*********** k******** k***** k**** * * * * * ** *k * * * *** * * *k * * * * * *k * * ** Construction Valuation: $' 250,000:00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed. Separate) Eng. Appr: SAL Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: 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: Y No: 1 Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Water Main Extension: N Private: Size(in): .00 Date: Public: k***************** k*********************** k*********** * * * * * * * * * * * * * * * ** * * * * * *k* * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,725.96 k**************************************************** * * * ** * * * * * * ** ** ** * *k* * * * * * ** * ** Permit Center Authorized Signature:Stha(Q Qa Date: I hereby certify that I have read and examined this permit and know the same to De 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 any authorized to sign for and obtain this development mit. 9 s 97 Their. permit hall 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. CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOIJLEVARC►. SUITE 100 ,. TUKWILA WASHINGTON. 981138.: , THIS ; CERTIFICATE ISSUED . T0`;:THE ,REQ.UIREMENT S 'OF SECTION 109 OF ' THE UNIFORI1 BUILDING CODE CERTIFYING' .THAT , AT . THE TIME OF ISSUANCE THIS STRUCTURE WAS IN COMPLIANCE WITH THE V:ARIUUS ORDINANCES OF THE: CITY REGULATING BUILDING CONSTRUCTION OR USE :AT4D ALL: APPLICABLE ,,CIT t FIRE CODES FOR :THE FOLLOWING: Os,cupancy STORE. Occupancy Grout): GOLFSMITH: . ,240.: ANDOVER PL Parcey , #. '' 310 -0070 :Omer SEATTLE. FUR E:k:LHANGE Occupant;: Building Address: .CONSTRUCTION OF DEMISING WALLS TO CREATE SALES AREAS:, ANC► CONSTRUCTION OF SNACK‘ BAR AKA. INSTALL A . GREASE INTERCEPTOR (BIG DIPPER) IN FOOL) •ERVICE: AREA. OFFICIAL Permit No: . D97 -026 Suite No; Occupant Load: 776 Type of.,Const : III-N 2 DATE THIS CERTIFICATE MUST BE • CON'SPICUOUSLY. PO'STED ON THE PREMISES CITY OF TUKWILA Permit No: D97 --0265 3. Electrical permits shail,; be obtained ;through .the Washington State Divi of Labor and I,ndustries and :all electrical work wi 11 $ b'e !nspeoted by• th'a t agency (248 -6630) 4 All mechanical, work shall be','under separate permit lssue,d; by the City 'of 'Tukwila." 5. All p,errnits, inspection ,records, and approved plans shall :be available a..t the: job s,.ite prior to the start of any:con- struct'ion -'These documents are be maintained and ,avail -> able unti l 'final inspection appr•ova l is granted. 6. Any new ceiling grid and light fixture is:, req;u to meet la'teral' , .bracing requirements for 'Seismic Partition, .walls attached to,;cei l tng grid .must be laterally braced if .over eight (8) feet in length. All cons.tr,uction to: be • done "in conformance ' wi th approved plans and ''requ i rernents • of , Un i form Building Code:, (1.994 Ed iti,on) as amended; Uniform Mechanical Code (1994 Edition), ands,. Wasf ingtonState Energy Code •(1994 E d i t i o n ) . 9. Validity of'Permit. The 1 ssuance of ,a ; permit or approval of plan's,:: specifications, and computations shall not be con - strued be a permit tor, or an approval of, any violation of any:.of the provisions of the building 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, 10. There shall be no occupancy of the buildingts) until the final inspection has been completed by the Tukwila Building Inspector. 11. VENTILATION 1S 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. Address: 240 ANDOVER PK W Suite: Tenant: Status: ISSUED Type DEVPERM Applied: 08/12/1997 Parcel #: 022310 -0070 Issued: 09/05/1997 ***** k*• k** k* k**• kk k * * * ** * *** *:kk*** *k** **** *i **** k* k •k•k k*k *k* *•k ** *•k **k** Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the .Tukwila .Building Division, 2 Plumbing permits she'll, be, af5tained'throcigh the. Seattle-King County Department ,of Public Health. Plumbing 'wi l l be inspected by that ;agency,, Including all . gas piping (296-4722). Proj ct N /Tenant: ( U (4 - Swt WA tiAk ∎GvIa ( �►L V e of Construction: �LSU� , 00 Site ddres ` , 4 --I... , ' ti JA City State /Zip: ax Pa r e� 3 j r: 66'76 Property_ Owner: _ C.` �t 17 L - . _ Lk -. e- `s6.1. Phone: � 1 /2 'J .J) ( - /ese -' Street Address: City State /Zip: r fr' - � ; . u_. , 3 e tC •_ `�rl 1_r! . 4 1 P4--7 Lz_,A '�(S'o ; �" Fax #: i(, ,-) / -3;1,9 - Contractor: Will there be storage of flammable /combustible hazardous material in the building? ❑ yes A) no Attach list of materials and storage location on separate 8 1/2 X11 paper indicating quantities & Material Safety Data Sheets Phone: Street Address: City State /Zip: Fax #: Architect :A_ I. 1 In 4_ Phone: Street Address: C 1 < i i - �G0.Qe'( Ct - 196 /A. v. '- - ,..... City State/Zip: I >( r 1 h 61 / Fax #: Engin ( 1 c {1{ 1 1 ) {/ V )1 -.' - - ktieJ CQ'1sk 1 Phone: Street Address: ?a A )J J 66 gzo S.L 07 City State /Zip: IS- ly 1 ) t.65 Fax #: Con t er n: r...4,viii .-(<, /M.,eff tl_Nielzis,1,_ P honefi: c_21-5c--c- - Lc Street Addr s /?32 )J ._` . '---- City State /Zip: . (�,( ss Ix ?� Fax t S��- �� � Description of work to be done: I Cc? 51 c- f - j '04 Cf• C1ern 15/ (19 W Cl/ 1 tG -' a ( 52 les cvect5 4• Sr? a CE bur Q' Existing use:etail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: p Retail ❑ Restaurant ❑ Multi- family El Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes a no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 0' no Existing fire protection features: p sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 4 Li1ii L . (c existing Area of Construction: (sq. ft.) 3.2 34/ (o Will there be storage of flammable /combustible hazardous material in the building? ❑ yes A) no Attach list of materials and storage location on separate 8 1/2 X11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TUK 4 'ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 OR STAFF USE ONLY Project Numb r: J Permit Number: ID ` ` Oc (05 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channetization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): alt ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ig Sanitary Side Sewer #: --I ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt It: Size(s): 0 Deduct ❑ Water Metes /Permanent # Size(s): ❑ Water Meter Temp it Size(s): Est. quantity: ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation 0 Private 0 Public 0 Private 0 Public 0 Water Only gal Schedule: ❑ Miscellaneous 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. Date application accepted: CTPCRMIT.DOC 1/29/97 Dale application expires: Applica/lon taken (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: ' - , , , . i . ,, -r -- � . -.I'_.. . =. (l . - J r_ ii f .';./ t('illit.r.i Date: ,\ ; -,, l l `r 7 Print Warne: L L � phon , ( Fax / /J ✓ / .,; J. � Address - u..c i . -0- f .t -, I:. - / City /State /Zips, ) t, r... c tl � • - , 5 . /.;c.:''" ALL COMMERCIAUMULTI -FLY TENANT IMPROVEMENT /A 'ATION PERMIT APPLICATIONS MOW BE SUBMITTED WITH THE FOL • WING: 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 of sensitive area 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 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. ❑ ❑ 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. I 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 t AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPLRMIT.DOC 1 /29/97 1F * * * ** * * * * * *d* **A* kit***A********l l* k * - k ** *Ai *•k * ** -AiA * *k *•A ** *** TR AN SMIT CITY DE TUKWI1.A y W rq �C) .. * *: * * * *4 * * * * * TRANSMIT Number: R970,0639 Amount: 1,661.75 09,'05/97 10:51. Payment ,Method: CHECK Notation: GIBBS CONSTRUCT Init:. SLB Perm;i t N:a: D9.7- 0265 Typ •DEVELOPMENT PER.MI:T•. Parcel No: 0.22.310 -0074. Site AddreSS: 240 'ANDOVER .PK14 Total Fees: 2,725 «96 . This Payment 1',661.75 Total ALL Pmts: 2,72.5.96 Balance: . 00 * * *** * * *** * ** ***4e *** ** + * * *A * * * *•A * * ** irk * * * **AA *114c* *A•A * * * * * * *i * *** .Account Code Description • Amount 000/322.100 BUILDING - NONRES 1,637.25 000/386.904 STATE BUILDING SURCHARGE 4.50 402/342.400 INSP FEE SME /SSS 20.00 3796 09/00 1717 TOTAL 1661.75 —r'.``'' ` ' yl�-1� _~~� TRANSMIT ` TY O : ���~°� y^~�������� � .... .�.. ..,^.^� ^ *++++�*+**�k*���+** •,1" �*^**°�*��"��"�"~° :TRANSMIT N"wber° P9700626 jmunt: 1,064°21 08/12/97 16:01 � r d CHECK 'Not tion: ANE8ITECH CONST Init.: KJP �� Metho :� `� a �_--�- , Permit No: D97-0265 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 022310-0070 � Site Address: 240 ANDOVER PK W Total Fees: ' 2,705.96 Pmts: 1,064.21 th P t 1 O64 �Z1 lotal ALL m s: This Payment ` , ^ ' - '^ ' Balance: 1 '*** **+****a*+*****+*+**A*A**+*+*** *�*�*��+�+*****�++**+��*a+*++ Description ' Account Coda Amount 000/345.830 PLAN CHECK - NOMRES 1,064.21 766 08/13 ni9 TOTAL 1064.21 Project: � C Type of inspection: '' �7r Address: - Ar .. I 41'eaz l' EU Date called: 11" n -`1 Special instructions: -.; Date wanted: II _ . a Requester: .._--- . ,, 1- ... Phone No.: INSPECTION RECORD i U 2 . 7 � ✓ f Retain a copy with permit i INSP 1v6." PERMIT NO. CITY OF`TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,L (O6}- 431.3 V i ... A .... pprOved per applicable codes. f1 Corrections required prior to approval. Inspecto : Date: /�� 3 ,� $42.0 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: Project: otcsMS-t Type of inspection: f' Address Date called: Special instructions: Date wanted: `� I I h dat p.m. Requester: / ' 6 T Phone No.: e 2C6 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: - )v /S 12€ed n- j a: h der / , te is Approved per applicable codes. Inspect. : r INSPECTION RECORD Retain a copy with permit f +) i c Corrections required prior to approval. PERMIT NO. (206) 431 -3670 - Date: $42.00 REINSPECTI r FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prorct. ii Type in ectiqi, nct j Date calledi 1 Li (3,-7 1 : Adtru ti p Special instructions: 5:tr\ l \I 5 0 - € 5-euo-er t, Date wanted( — a.m. i 5...9 - 7 p. m RRequester:-j--., nb _ 7). (8 I 1 , I Approved per applicable codes. Corrections required prior to approval. • COMMENTS: 14,4_,_ _oil7, ,sik v c,.4, kAkci-WS-9A. br_. k3u.ipc1,0 tc./ (p ot . • i t .. , • ti( Inspector: I I • INSPECTION RECORD • Retain a`copy with permit D7 -O5 INSPECTION NI. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Date: ii /i $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of inspection: e7-1 YAnql&i 1 Address: , A . f. ( . Date called: - z ., ) 1.4.,p a. cus-vv-P3 ..c 0.4 xt■i\-, A- t i ....4 IF SueE is (a.1 NM 7 3 ANobvf - T - 041-1/4 -- (. 2-6 . II To pAo—tc...A r--, Project: Type of inspection: e7-1 YAnql&i L rs-117 /7-14- Address: , A . f. ( . Date called: Special instructions: Date wanted: 10 3'b/(17 (a.1 NM Requester: Phone No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 1 Approved per applicable codes. Inspector: Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 9v• ........ • - . .. • • . (206) 431-3670 Date: 0/S4/57 Proj =ct: a, A A T pe of inspectio • + CI A . X .A _ A d - Feesss: � U " _ 1 l _.=•tw nk.,.jrinra Date called: \ q 7 Special instructions: . Date wante (a�m. © (.c-3- c� "' `l� Requester: WL b Pho NoO(- 11 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 MENTS: Inspector: 1 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Corrections required prior to approval. pe r: � Date: ^ $42.00 RE PECTION FEE REQUIRED. Prior to in pec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • . . Project: C e At s,,14 : Type of inspein Address: V e. 0 . Date called: rovv f Special instructions: Date wanted: ) a.m. It) ifp7 (E-2) Requester: Ic't" Phone No.: L, Approved per applicable codes. COMMENTS: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter 'Blvd., #100, Tukwila, WA 9818 Inspector: I I I I PERMIT NO. (206) 431-3670 Corrections required prior to approval. Date: qt1(q7 $42.00 REINSPECTION FEE REQUIRED. Prior to insperAlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: / Typ: of i s•ec io s t , t w Date callgd:� u _ � Special instructions: • 5 Date wanted: \ n a. m. Reques • U Rt jr Phone No.: 1 ^ / )(.. 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 COMMENTS: Inspector: 1 1 Date: , di(G . 7 $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 'r. [ , PERMIT NO. (206) 431 -3670 Corrections required prior to approval. a - j ct: � • Type f i p�ctio � r is .)r' Date • led: I d- ti_i -ctrl Special instructions: Date wanted: a .m. R esee LC C e i,_ Phone No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (206) 431 -3670 Corrections required prior to approval. COMMENTS: 114 S I nc' . Pr(lic eiLs Inspector : ( D °a ID' ( S��'� ri $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: • Date: COM % 0 IA GI9n-a-tt,g-c ro pazurs-t -. A-I) p MLA vr\- WI KV's- t 1 ,_. Lei . • a "2„Arto 1,J \e" — ,'_o SO .S vTI i LtAIS d Poo: I i(i yrvA. o.C.., 4 aar- cut 6 P'A-0.-- A-0 0 c •)(AisivoLs puviep S vq kpAitz's - m wA1A- 6fts,cx- iFt 1-l‘ PVKZCIAlai To fizz-ov‘s• sAG ii 4: k-I ptf419 S.-txe h 1 v•A-t-A-s . 5) ihs:Li Antoe)--- 609 P.pit.ve,,* WI (LES Ava9 0 nk 0 , . .. , , . .., . . • t . I ject: :QtAA.,.._, Type of insp < 0 ,c---)krY\ Address: IP .... I L dk et . Dat- calle.: ca • • Special instructions: .-: To . Date wanted: n Requenrh Phone No.: er: • • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: C 1 1 INSPECTION RECORD Retain a copy with permit (206) 431-3670 1 Date t $42.00 REINSPECTION FEE REQUIRED. Prior to insOction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reiiispection. Receipt No.: • Date: • " COMMENTS: - 12 On (t 0. l c. F -A,Au. , .3C ) 0 ,,. A came lrT T ? Nwv Z. ( p -- Sri . r OJ DR.A.„4 1 1'16 AZ ST wp b Ct OC. I S R.c"G.NA \ktv t . Aec • .. 7 , -1" C .0 . p kl:. i'1Ya,-c F.., 1Z4L ,Q< n 1►3 ‘qtvl.t. . i r1 TPw.z. S N4, C k_ . 6 Aft_ . _Azt r�A��Z2 n.t %),'C v.' k4..0 N�� ��� Ci ►JG AT e t n.c . tY,,,,.(. c"), v I29( NA IL--. W A-t-L " , S frW • 51-1.--- . � w aye, L. S — na-+r Special instructions: roject: c Ty. e of inspection: ' + A All - mil Yl (k .1'\ ress: AP � \ •* - 1 I Date called: (/'��J, a - Special instructions: I ate wan � ('� C) - 1 —C1. f �a��,, p.m. nester: ' Phon `„1L0 _ ?cc 0 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 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: Date: /r) $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • x: Project: - Typ: of inspection: Addre s: 'a ! Dateed: peal instructions: d • �''�, ,ad: n n (a m� vt uester: P o lo.: y\ 0 — . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit On PERMIT NO (206).431 -3670 Corrections required prior to approval. f>t re / � - Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd,, Suite 100. Call to schedule reinspection. Receipt No.: Date: ro'e t: T p- of i sp � t(on: • • dd ess: 1.... ai 1 �, � , D cal d =a Specia instructions: Da wanted: i Date -ate m. . uester: INSPECTION NO. CITY OF"TUKWILA BUILDING DIVISION 6300 Southcenter Bivd., #100, Tukwila, WA 98188 [KLApproved per applicable codes. 'COMMENTS: O c.LTSI °Y t -4_. v& Ct.-u t Ai 2 l44V5-vn .t. ST mac,F-. R--v—. • :t yr CLzA,.i ►�,�' ' �. ;z sx Inspector: 1 INSPECTION RECORD Retain a copy with permit MIT (206) 431 -3670 Corrections required prior to approval. Date: 3 101 fq) $42.00 REII SECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, i. Receipt No.: Date: oje t: • kke of inspection: , ( k.Q.L __ .0 .: e" g cti to d: r� �-- Q` ' pm. Special instructions: R uester: P one o.: INSPECT! • NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: Receipt No.: INSPECTION RECORD Retain a copy with permit Z+� 1 rr Date :, a-cgtu5 Corrections required prior to approval. PERMIT NO. (206) 431 -3670 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fie must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: I : 1 m e T pe of ins ectigri: ger)oV Acx X (a), Dane k p Special instructions:. D w ant ( ) es r: 'u (. ki,..).--, C Phone . LALo^ NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. $42. REINSPECTION - E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit �1 - QQ1 E � PERMIT NO. (206) 431 -3670 Corrections required prior to approval. • COMMENTS: A • 1 1 INSPE INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98180 Inspecto PERMIT NO. (206) 431-3670 Corrections required prior to approval. Date: .r .dam. y✓ � $42.00 REINSPECTION FEE REQUIR2D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: r' Date: 7 Ty e of inspection:' e ss:. Da alle • t ,, Special instructions: Datnantedh c , �e-rn� m. R st CX1 I k ?(_,P t .. Phone �Q 0 COMMENTS: A • 1 1 INSPE INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98180 Inspecto PERMIT NO. (206) 431-3670 Corrections required prior to approval. Date: .r .dam. y✓ � $42.00 REINSPECTION FEE REQUIR2D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: r' Date: 7 ne .:„ .9. , , c1"\.1 k r _ c _ o 'n ction:. L y .11 ( pc,Azoef DMcalso (..:\ ri Special instructions: Data wanted: Cr) Fiess , , -44 Phone No.: • • • INSPE NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. ;;;.. COMMENTS: Inspector* I tAli // t, ) 3 i plet-c-eto 61 1252-1 INSPECTION RECORD Retain a copy With permit' O n" la 3 4.to a PERMIT NO: (206) 431-3670 Corrections required prior to approval. 4_ f46T1 Date i2Af7 $42.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: /3. 'Y: °•'I'Jt "•'f)1::'+� . }'� \,{' ��� 1* - �-.� ,..T w"i — T:� r T .S' r. f1`1= fo Yr� xis 4�. /'� ���tk «- i:kia ?.? • �IA •.� "; ✓i' > .�'.�;: i•+. � h• � City of Tukwila Fire Department Project Name 0/F5/ Address / / 'P' Retain current inspection schedule Needs shift inspection )( Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: S NIP tars 1 I / A/ 40/. A % Authorized Signature FINALAPP.FRM TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # Date' Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 rin•N: 9111 V[ rr. Yrci` YWa. I.: �nraL.•.. v ..r. +AH,rr..w.`.a�.•wrf+.rl.Wrn Pw.�W.II +WSMa:v: W..a.:Crr�i:t DEPARTMENT: BUILDING DMSI N kwc_ glo4lc PUBLIC WORKS . 1\I A COMPLETE ❑ COMMENTS REVIEWERS INITIAL NOT COMPLETE ❑ FIRE b ❑ STRUCTURAL ❑ N►� DETERMINATION OF COMPLETENESS: (T,Th) TUES /THURS ROUTING: PLEASE ROUTE ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) DATE nWt!M1 Qirni+ Cootd. CoPy PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER Dci1-0a45 DATE 9-q-qi PROJECT NAME EV) I --?6 (Y) 4-h ^ 5t 0 (1 1 PLANNIN DIVISION ❑ PERMIT COORDINATOR 11 1 DUE DATE N R NOT APPLICABLE ❑ NO FURTHER REVIEW REQUIRED ❑ 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED I I APPROVED W/ CONDITIONS Li REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS ❑ REVIEWERS INITIAL C:ROUTE -F DATE DATE DUE DATE -/ 1 D ( 7 NOT APPROVED (attach comments) ❑ DUE DATE NOT APPROVED (attach comments) ❑ (Cerdficadon of occupancy required. sl :i.1:.::li(. %i:',.e= 4:(.e, „'3:t rliAir.!.yJ::ik'ft;.Y•'tASl'? l:) JF' i:. fR1{' Y? I' il1KtTF.4 1, 1iRC. n+ P, NM1P. 11': Y7'!* iv' mT: d, wriv•h 1. 30, iz\I 4n1• Y:£ NAI MIIIC 1:Y,'1.i'1:'fe!:472.qtr :7i' PLAN REVIEW / ROUTING SLIP DGrl-c 5 DATE PROJECT NAME c DEPARTMENT: ACTIVITY NUMBER BUILDING DIVISION FIRE PREVENTION n PLANNING DIVISION PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR Fl 4 DETERMINATION OF COMPLETENESS: (T,Th) COMMENTS NOT COMPLETE TUES /THURS ROUTING: PLEASE ROUTE F) NO FURTHER REVIEW REQU ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVED F REVIEWERS INITIAL tom: APPROVED REVIEWERS INITIAL C:ROUTE -F APPROVALS OR CORRECTIONS: (ten days) APPROVED W/ CONDITION. NOT APPROVED (attach comments) 0 CORRECTION DETERMINATION: APPROVED W/ CONDITIONS DATE F ( DATE DATE VAT DUE DATE ( NOT APPLICABLE DUE DATE 9 / D '77 Ttlg 'lt S�kl1C1 , SSf.�1;Si5J7k'A�+ptH :7i^ DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. r.: C ACTIVITY NUMBER D1 04245 DATE 4,e /vt PROJECT NAME DEPARTMENT: laPuNG DIVISION g PUBLIC WORKS gue. sir4q 7 COMPLETE NI COMMENTS • CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F Pervii' icdr PLAN REVIEW / ROUTING SLIP FIRE REVENTION S TRUCTURAL NOT COMPLETE APPROVED W/ CONDITIONS ;if ,N; sg +w,ra.c REVIEWERS INITIAL DATE DATE ip 117(17 .e ?HJ*4 Aii ' i;':ttnt.: fta tY : :i PLr\N ING DIVISION El PERMIT COORDINAT R DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE anifrn NOT APPLICABLE Ej TUES /THURS ROUTING: PLEASE ROUTE C. NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) DUE DATE Z fon PROVED jjDWI cONDMONS . NOT APPROVED (attach comments) Ma rt el � . REVIEWERS INITIAL DAT DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) COMPLETE v. ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMMENTS PLAN REVIEW / ROUTING SLIP D 4r y ' as DATE &AZ /9; • ao . 1I • NOT COMPLETE TUES /THURS ROUTING: PLEASE ROUTE rghn^k:8rrrSiS:.d: ensie+AnhiVRar!sitoa- ty: e. r.. FLon PN G `Or;valtk^f°,!Bf,`f!.?'.'wJCF: *Nri4t rlvtimit el !fm, FIRE PREVENTION PLANNING DIVISION ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F' CORRECTION DETERNU ATION: APPROVED I 1 APPROVED W/ CONDITIONS DATE DATE DUE DATE 8 40 1 3 NOT APPLICABLE ❑ NO FURTHER REVIEW REQUIRED APPROVALS OR CORRECTIONS: (ten days) DUE DATE WS (PM APPROVED n APPROVED W/ CONDITIONS C NOT APPROVED (attach cowmen REVIEWERS INITIAL DATE DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy required. ti. t PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS REVIEWERS INITIAL C:ROUTE -F PLAN REV I H;W / ROUTING SLIP ACTIVITY NUMBER D1"4 " 0245 DETERMINATION OF COMPLETENESS: (T,T FIRE PREVENTION S PLANNING DIVISION' __.. STRUCTURAL .PERMIT COORDINATOR Q COMPLETE C NOT COMPLETE • NOT APPLICABLE CONS L� I « 61 b-e nC . 16 b-e (((fmf Th)/(/is -R1enc TUES /TH[TRS ROUTING: PLEASE ROUTE ROUTED BY STAFF E (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORREC ONS: (ten days) APPROVED APPROVE s W/ CONDITIONS CORRECTION DETERMINATION: APPROVED I I APPROVED W/ CONDITIONS DATE REVIEWERS INITIAL 1V LC Ol UO6 DATE C d (5 t �� DUE DATE NOT APPROVED (attach comments) REVIEWERS INITIAL DATE , rrrxrn t DiTE (1 /e DUE DATE 8 44/ NO FURTHER REVIEW REQUIItE DUE DATE T W9', PROVED (attach comments) El (Certification of occupancy required. ) , . 1K n c^ &ave!•sta:rr^Mssmr.+�sr ixMsr ru a. ..r;an..caf 1 PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS REVIEWERS INITIAL L� CORRECTION DETERMINATION: APPROVED C:ROUTE -F TUES /TRUES ROUTING: PLEASE ROUTE ar r+t7� :irusktna-:Pfd.frmr ,, F re,e0.o7Tar?mr`d+�APYJI't PLAN REVTF,W / ROUTING SLIP ACTIVITY NUMBER D ' VK`S DATE &AZ 4;P � FIRE PREVENTION "E PLANNING DIVISION' e STRUCTURAL n PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) DUEDATE a /IO a COMPLETE NOT COMPLETE NOT APPLICABLE COMMENTS • ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE / I Lf I / APPROVALS OR CORRECTIONS: (ten days) DUE DATE Z tr/rP APPROVED n . APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) E APPROVED W/ CONDITIONS DATE NO FURTHER REVIEW REQUIRED DUE DATE NOT APPROVED (attach comments) REVIEWERS INITIAL DATE (Ccrrificatioa of occupancy rsquirsd. nvteixtr 49,, 414.01441V1:44. PLAN REViEW / ROUTING SLIP DATE (gadarAlailli1.1 6e4fSrni41) ACTIVITY NUMBER DI'? 024S t PROJECT NAME DEPARTMENT: BUILDING DIVISION FIRE PREVENTION E PLANNING DIVISION' ..• PUBLIC WORKS STRUCTURAL El . PERMIT COORDINATOR 0 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE i f"V't COMMENTS 4 ‘ii,4 .ft TUES/THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF ri (If routed by staff, make copy to master fiie & enter Sierra.) REVIEWERS INITIAL 1 APPROVALS OR CORRECTIONS: (ten days) DUE DATE t f/P7 H&c peptp,,i ea- ieee...A„ye APPROVED APPROVED W/ CONDITIONS NOT APPROVED (attach comments) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL CiROUTE-F APPROVED W/ CONDITIONS NOT COMPLETE 4,77 tr-r el. $ 7,7 i . 4 V •;•^L' - `1 , 17k ..,c...f.'''' \7' N, :7'4 ;: k es' ." = • 4, s' 4: • ' . DATE ca-i DATE g/ 21 / •■•••101M4. DATE • DUE DATE anYn NOT APPLICABLE 4 4 • '..ft t; s'zfliv NO FURTHER REVIEW REQUIRED E DUE DATE NOT APPROVED (attach comments) E (Certification of occupancy required. Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and /or shower 4 2 Dental units or lavatory 1 1 Dishwasher 4 2 Drinking fountain (each head) 1 1 Hose bibb or sill cock 5 3 Laundry tub or clotheswasher 4 2 l `t Sink, bar or lavatory 2 1 ( iA Sink, clinic, flushing 10 10 Sink, kitchen 4 2 1 Sink, other 4 _ 2 cl, `1 Sink wash, circle spray 4 4 T . Urinal, flush tank 3 3 Urinal, pedestal 10 10 Urinal, wall or stall 5 5 1 S Water closet tank 5 3 Water closet, flush valve 10 6 7 '7p K INC COUNTY Total No. of Fixture Units 1050 (Rev. 11100) 20 ., ....m. w ,+.*... e ... a . v ..,, w. su:»..., awxw........»..,.. wk. ar:.:..<.. s+»« w�« rw. a+n ew nuw< v.. wwaenwxrovnv n Non - Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No, 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities alter February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount, Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684 -1740. (Please print or type) C, Owner's Name �- Fu'r + (Last, First, Middle Initial) Property Legal Address: t i, Subdivision Name Ikwtov>?{ {r,�;�v ��'� -Lot # Subdiv. # Block # Property Street AL r `' SA1ra'" d Address 'ID f i ,{ City, State, Zip �A�a% �ti Arti ! a Owner's Phone Number Utel_1�-5_12_: 0 2 2-1- Owner's Mailing Address: (if different rem a eve) A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture or Property Contact Phone # ( ) City or Sewer District Date of Connection 4f4DS‘ Side Sewer Permit # Total Fixture Units /03 1 Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE s, / For. King; County uses e ccount ° Monthly Rate ' Sk Month' Due White - King County ( cSrY) 14-1 Estimated Wastewater Discharge: Gallons /day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) _ 187 Property Tax ID # U Z.13 16 - 06 � U Building Name (if applicable) Party to be Billed (if different from owner) Party's Mailing Address: (if different from property address) V 02 (05 B. Other Waster water Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: RCE C. Total Residential Customer Equivalents: (add A & B) A B' I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. _ I Gentze t`ctaN e Signature of Owner/ Representative Print Name of Ow e Represen tive � 6,k bate g J�447 Yellow - Local Sewer Agency Pink - Sewer Customer RCE taxation (floor /room no.) Occupancy Description Allowed Watts per ft Area In ft Allowed x Area ivra ✓ t•41L Al 1 1 32 34(0 2 Open Parking qtiZ ct,5 Z 1 lo 3,2 *o 0.2 W/ft Bldg. (by facade) 0.25 W /ft Bldg. (by perim) - 7.5 MI " From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts 3 34( Location • (floor/room no.) Fixture Description Number of Fixtures Watts/ • Fixture Watts Proposed . 45 - itziqrcc•1 t,1,4aR, Sp Sp ---.) Oro Open Parking qtiZ ct,5 Z 1 lo 3,2 *o 0.2 W/ft Bldg. (by facade) 0.25 W /ft Bldg. (by perim) - 7.5 MI Note: for budding exterior, choose Dither the facade area or the perimeter method, but no both) Total Allowed Watts • Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts ,rL,�5o Location Description Allowed Watts per tt or per If Area In ft (or If for perimeter) Allowed Watts x tt (or x If) Covered Parking 0.2 W/ft Open Parking 0.2 W/ft Outdoor Areas 0.2 W/ft Bldg. (by facade) 0.25 W /ft Bldg. (by perim) - 7.5 MI Note: for budding exterior, choose Dither the facade area or the perimeter method, but no both) Total Allowed Watts Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Extenor Total Proposed Watts 1 132 gton Stan Nonn)uMantal Energy Cods Compliance Forms . .f I ' I :FS D E 1994 Washington State Nonresidential Energy Code Compliance Form Project Address � OL � Irk Applicant Name: plicant Address: Applicant Phone: ❑ New Building ❑ Addition Maximum Allowed Lighting Wattage (Interior) Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Maximum Allowed Li _ g g htin Watta (Exterior) "iteration Date Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Extenor) 8 For Building Department Use RECEIVED CITY OF TUKWILA SEP 0'+1997 PERMIT CENTER July, 1994 Compliance Option ❑ Prescriptive T7 Ughting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased ... ..- .,.........,... Use' LPA' (W/ft Use' LPA (W/ft Painting, welding, carpentry, machine shops 2.3 Police and fire stations' 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel ban. et/conference/exhibition hall''` 2 Assemb s.: ces auditoriums •n nasia theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars 1 Cafeterias, fast food establishments' 1.5 Retail A' 1 Factories, workshops, handli • areas 1.5 Retail B' Retail bankin • 1.5 Gas stations, auto repair shops' 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses" storage areas 0.5 Li raries 1.5 Aircraft storage hangars 0.4 Nursi • hares 1.5 Parkin. • • • • :- s« Scorn ,ski Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Are Only' Schools bulidi •s, school classrooms, • : care centers 1.35 Gammon area, corridors, lobbies e `•: • mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/administrative areas In facilities of outer use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)' 1.2 Lighting Summary (ba ) LTG -SUM 1994 Washington Stater Nonrasrd•miul Energy Coda Compliant.* Forms July, 1994 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers ❑ Other Qualification Checklist Note: II occupancy type is 'Other and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. II not qualified. do LPA Calculations. Ughting Fixtures: Check here it at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, T -6, T -8 or PL, and 3. Lamps are 5.50 Watts, and 4. Ballasts are electronic ballasts 1994 W ington State Nonresidential Energy Code Co `ance Form Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 15-1 1. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby arca and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free-standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminarics are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. I I. Provided that a floor plan. indicating rack locauun and height, is submitted. the square footage for a warehouse may be defined, for compuung the interior Unit Lighting Power Allowance. as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. , Coolin5 Equipment Schedule Equip. ID Brand Name' Model No.' Capaaty Total CFM OSA CFM Econo SEER or EER IPLV Lotion 'ie ` ,{r, ° • Applicant Name: Applicant Address: Applicant Phone: Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Total CFM OSA cfm Econo Input Btuh Output Btuh Efficiency' 'ie ` ,{r, ° • Applicant Name: Applicant Address: Applicant Phone: • s; V,. *A v-. �,. -1 Ot �'� I , • • f o�.tt i 33632. � ., ' / N 1 1' \ - ' ,, ,.� ,. �.'If3 ,; • ' • 1 � Project Address CFM Date , / rL,G� - 7 S. HP/BHP V.441 I Lott For Building Dept. Use 'ie ` ,{r, ° • Applicant Name: Applicant Address: Applicant Phone: Fan Equipment Schedule Equip, ID Brand Name' Model No.' CFM SP' HP/BHP Flow Control Location of Service 1994 Washington State Nonresidential Energy Code Compliance Form Mechpriical Summary Cp'ori9,alr N ' • noal Energy Cods Compliance Forms MECH -SUM Briefly describe mechanical system type and features. Compliance Option ❑ Simple System ❑ Complex System ❑ Systems Analysis (See Decision Flowchart (over) for qualifications) July, 1994 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. '11 avatlablo. 2 As tester] according to Table 14 - 14.2 or 14-3. ' 11 required ' COP, HSPF, Combustion Efficiency, or AFUE, as applicable. Flow control types. VAV. constant volume, or vanable spool. Best Products Co., Inc., P.O. Box 26303, Richmond, VA 23260 -6303 804/261 -2000 December 1, 1997 City of Tukwila Attn: Wendy Bull Community Development 6200 Southcenter Blvd. Tukwila, WA 98188 -2599 Ms: Bull The landlord for this property is: Thanks, aoINN Tammy Barne Property Administration RE: Former Best Products Loc #314 Located at 240 Andover Park West D DEC F51997 ,. *.. 7 11 F LOP IV l. i' S 4 As you requested, I am returning the Certficate of Occupancy we were sent in error. Effective May 1997, Best Products was no longer associated with this property and all responsibilities were returned to the landlord. The Seattle Fur Exchange, Inc. Attn: James E. Sweeney P.O. Box 88159 Seattle, WA 98138 Phone: 206 - 246 -7611 If you have any questions, please feel free to contact me at (804) 261 -2000 Ext. 2640. BEST DATE: Bldg. OffK'F Planning CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUMMARY: IRMA 01)5 SHEET NUMBER(S) "Cloud" or highlight all areas of revl • ns a • date revisions. Fire : s. 4; ,t`..e } ".•'•r.Y ?" paint >.��r-,r.•c.. ,r�yrk,..r, :>.s *:.uvXgcr:sss rzverr744 trafr?:�ecrreA 1A1, i�tM7..1*14lV;•"'R3 ii'!fL3r,C * >1 . 6, ad�. iYr.?. it�.; tiP.,.+ .:�i�G. ?.:•di ^'....;3"�i.�`.' =" ..... 4. ,.,�. � , . >Rt . �-. .'+�t2". , � 1i'�;`.�^.y.'l?�.�< .SYi`;';. REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER: b'i E6 PROJECT NAME: C10( PROJECT ADDRESS: aim findoter Pk W CONTACT PERSON: PHONE: D cl • S EP t1 4 1997 PERMIT CENTER SUBMITTED TO: CITY USE ONLY Public Works 3/19/96 TO: FROM: DATE: SUBJECT: City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION Permit Center Public Works Engineering August 21, 1997 Golfsmith International, Inc. 240 Andover Park West Permit No.: D97 -0265 Contact Person: RJ Runnels Phone: (281) 955 -6502 TOTAL: $20.00 John. W. Rants, Mayor Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON AUGUST 21,1997: PERMIT FEE Sanitary Sewer (Grease Interceptor) $20.00 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS /sal CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 AUG -20 -97 06:31 PM AMERI /TECH.CONST.CO.INC. 281 894 6270 AMERI-TE CONSTRUCTION CO 12327 N. $110.120W1AKE O ME CYRUS, TNIAI< 77429 0131 9664502 TO FROM: /1? i NUMBER OF PACES TO RECEIVE INCLUDING THIS PAGE: MESSAGE: TRANSMISSION SHEET • WITH: /l- -vc-14 G G�°sP•�i3�/ INC. DATE: V.6 - 2 7-1Z-e 0PV,0e-qe . 7 1 Z- 4 6.•°' C 1" Le 7 4 /?_.-e•RS t cr• Fax Numbers; Houston- 281 894 -6270 . • PLEASE CALL IF YOU DO NOT RECEIVE PAGES. RECEIVED AUG 2 0 1997 TUKWILA PUBLIC WORKS s „,,„ Dc17 P.01 RECEIVE, CITY OF 'TUKWILA AUG 2 11997 PERMIT CENTER AUG -20 -97 06:31 PM AMERI'TECH+CONST.CO.INC. 281 894 6270 h.. WED 12:41 PM JQML.J INCUSTRIN aftwis BIG DIPPED units are specialty designed so they can be installed at the "source' of the grease and oils. The stainless steel construction makes them well suited for installation next to sinks in the kitchen area. Installing the units next to sinks provides the beet pro - toation for the entire plumbing drairiage system. The grease and oils are removed from the drain water early in the flow path therefore reducing or eliminating any grease accumulation In trio drain lines. When planning a multiple fixture discharge into a single BIG DIPPER , establish the size unit required by following the method outlined In the sizing section of this manual. A flow control is built into the inlet coupling. Koop the outlet piping as straight and direct as possible to expedite !tow out of the unit, Because all BIG DIPPER units are equipped with an Internal "gas trap ", no "P" trap Is needed on the outlet piping from the unit. 3 COMPARTMENT SINK NOTE: This application drawing should Us used as a revel• e nce only. Actual installations must conform to any and all l ocal, state, and national codes that are in effect for your area. r. FAX la 2 H4.:1081 . APPLICATIONS: THREE COMPARTMENT SINK VENTED WAVE LINE KEEP OIJTLE'P. PIPL=. STRAIGHT WITH AT LEAST 1/4" PER FOOT SLOPE MO DIPPER VNIT GREASE CQLLECTION CONTAINER . E V.EID AUG 2 0 1g91 � fl ■Immw• q. .'AY P, ® 1996 lbermaco, inc, • All rlyhis reserved • Petalled/Patents rending • Gpeciticatro .. rp,lypjoct,to,chando w.thoul notice L 11/86 f Thermaco, Inc. 1646 Greensboro St. • At:tieboro, N. 0, 27204.25 • shone i4io)`829. P.02 RECEIVE CITY OF TUK ILA AUG 2 1 1 97 PERMIT CEN ER AUG-20 -97 06:32 PM AMERI /TECH -'CONST.CO.INC. 281 894 6270 A5-13-97 u'SD 12 :45 PM JDHL.; INDUSTRIES FAX 11'O, 20F'l . ,181 6 " henie,..%z d ig.Zpani y 5'I 1 MINIMIAA 11" — rysTANCE ArOU•ACt) TO ecwlcs HEATING al ELEMENT 1 � INSTALLATION INFORMATION INTERNAL simumsa AccEGs NMA 24.5 I:r r,5ooas GLINe OWLET OUTLET u „ OACA6GOae Cry1Er)TIto. CONTAINER C II optional AP•1 Alarm Probe or heater le Installed, this dmonslon must be a minimum of 16" to allow room for sgrvtccng. PLAN VIEW 810 DIPPER unit osor..•o Typal Installation for Three Compartment Sink MIN R' AUTOMATIC GREASE RECOVERY SYSTEM Model: W- 200-IS DO... READ instruction manual In- duded wlth system before doing anything. Ir�rtell unit allowing for the mini. mum clearances shown. Make sure the height above the Internet Strainer Amos* Cover is enough to remove strainer. Use optional PO.10 group/011s pump ?or vault Inatatletiorra. M eke piping connections wltn rub. ber "No Hub' connectors. Keep outlet piping a etttalght se possible. Use only 'sweep` oon. net tione. Install vent on outlet piping. Fill the lank with water before energizing the power to the motor and heater. Set Programmabfe Time Control• kr for proper operating limes. DONT . , • Install "P• trap on outlet connec- tion of tank, (Note: the unit al- ready has an Internal pas trap) Reduce pipe size on outlet OP' !rig. Nola Inetallatk ns mustcom- ply with all applicable tonal, state, and national cedes for your area, P. 03 P, 2 t 1G05 Thormaco, Inc. • meowed • Patented/Patents Pendin • 6 ecificatIens W Ct 10 than s wItho ' • . E' I LA 2,/ys Thormaco, Inc.. • Bat Qreensboto St, • Asheboro, N. C., 2720425 • P1%0601910): 4551 le AUG 2 1 1997 PERMIT CENTEFI W theo AUG -20 -97 06:33 PM AMERI - TECH- .CONST.CO.INC. 281 894 6270 P:04 AUG-13-37 WED 12:41 FM Ihl ?TJSTRIES FAX NO, 206'1.,x(061 s eMeh otorno . NTEANAL IIOLIGO ETPMNECI J ?. �0 f INLET 105 i 16' I 6 " 9' USTMICE TO FEMOVE STFIAl►iA CAPACITY ItRGNT VIEW �---- 12 " - ---,1f 14— 6 "—M- 5 " 1 vrre NN►ET /QVT ET INLET END COW VDT COLLECTION 1 1 • Q• S 1 �"I TAINI`l•. MObWL GC.1. i.10UAAT AUTOMATIC GREASE RECOVERY SYSTEM Model: W- 200 -IS W11.10 Y►•1yMK Y1l" LOCAL ON BACK VIEW FEATURES Fully automatic self - cleaning cycle. Removes oollected grease /olls from tank without any operator assistance. Reversible design allows easier W- 84800110 Constructed 01 corrosion reSIalant matcrio10 Cuttablo for Installation In virtually any location. Come,: complete with Grease Collec- tion Container anal 24 ?IOW' 1010 Con trol. TECI INICAL DATA Materials: 18 Gauge, 904 Stainless Steel. Bright Finish Electrical 110 VAC CO I lz 1500 Watts (13 amps) Maximum Inlet F$ow Rate; 20 GPM Number of Skimming Wheels 1 Skimming Rate: 30 Pounds Per Hour Grease Retention Capacity: 59.4 Pounds intorno! Solids 6trolncr Caput:My:, ..._. 1,16 GaIlone °. 4 1.5" 1.5' 4 M' — 24,5" - -- •-- • -• -•M► I I , , I I l 1 1 INLET ,PI ILINAL IOU I UV LOCATION OPnQ'IICAIE1400 AANN PRONE I LCCAna1 1997 Thermaen, Inc. • Al rights reserved • PatentedIPatenta Pencing • Specifications eublecl to change withoul notice 4197 Thermaco, Inc. • 646 Greensboro St. • Asheboro, N. C., 27204.2548 • Phone (910) O29- 4651ECEIVtn1� 1 CITY OF TUK ILA AUG 2 1 1997 PERMIT CENTEt' AIJG -20 -97 06:33 PM AMERI CO. INC. AUG WtiD 12 :40 PM JOLA INDUSUIES FAX 11M', 2CE.;1081 Agemennaco. DAPADO)palr SIG DIPPER systems have two modes of operation. The separation process, which separates free - floating grease and oils from the drainwater flow, occurs when drain water passes through the Spitern. The bolt- otoan- ing process is controlled automatically by a timer. This time controller operates the system's electric heater and metur at ra preset time to assure the most efficient operation. The Separation Process As drainwater. containing free- floating groaso and oils. enters the DIG DIPPER , the lighter fiats and oils immedi- ately separate, rise to the top and remain trapped In the retention area of the tank. The heavier clean water portion of the flow Is allowed to exit under the outlet baffle and is discharged Into the drain lines. Tho intornal solids strainer basket collects food solids and other debris that may be included in the drainwater. The top lid has a special hinged section over the Infernal strainer basket that allows easy access for emp- tying the strainer. HOW A ifiaMtsiiIKIS SYSTEM OPERATES Skimming Wheel Internal Solids Strainer .niet Separa'ed Gre.FAR /Oils (AVWr Wiper Blade Clear Water Discharge Cleaned uu!!et flow The $e!f- Cleaning Process At a preset time of day, determined by the timer settings, the solf-cicaning process is started. When the timer reaches an "on" position, the electric heating element is activated and heats the system to 115 -130 "F. This ensures that all fats and oils are lique- fied before they are automati- cally removed from the reten- tion area of the tank. At the same time, the motor which rotates the skimming whool is activated. This wheel Is made of a special type of material which causes grease and oils to adhere to it. A wiper blade assembly, which fits over 281 894 6270 tho wheel, rcmovosthogrease and oils from the wheel and transfers them to the outlet sump pipe. The skimmed grease And oils flow through this pipe to the outside of the system and is collected in the cullection container supplied with the system. As an alter- native to the sump pipe, an optional pump maybe installed to pump the skimmed grease and oils to a remotely located collection container such as a grease rendering barrel sup. plied by a rendering company. 199a Thutmaco, Inc. Al ' rights reserved • Patented/Patents Pene'ng • Spodlletationa subject to mango wit wee Tnermaco, Inc. • 04S G•oansboro St. • Asheboro, N. C. 27204.254e. Phone (9 62974651 P. P. 05 RECEIVE CITY OF TUK ILA AUG 2 1 1 97 Eli rk .447,1A :10' DATE: PROJECT NAME: APPLICATION NO. : PLAN REVIEWER: Ken Nelsen, Plans Examiner (206) 431-3670 Please provide additional information, clarification or corrections on revised plans for the following Building Division comments. • 1. The approximate 23,000 square foot plus retail floor area calculates an occupant • load over 770 persons. Three separate exits are required per U.B.C. Section 1003. Provide a revised plan showing an appropriate access to a third separate exit. 2. The existing mezzanine is proposed to be enclosed with new walls as shown on sheet number A-2. The mezzanine area must remain a storage occupancy or a similar low occupancy use. Please label the mezzanine on the plans for the intended use. Any increase occupancy such as "office" will trigger the construction of a second exit stair from the mezzanine level. 3. The proposed scope of work will result in alterations to the previous tenant's storage area, office area and suspended ceilings. The subsequent alteration to the existing lighting system requires that a new lighting budget and matching plan details be submitted showing compliance with W.S.E.C, Chapter 15. No additional comments at this time. BUILDING DIVISION COMMENTS Aug. 19, 1997 Golfsmith tenant improvement permit application D97-0265 City of Tukwila Fire Department Ru9() f ► 5 1997 Fire Department Review . Control # (1 -L, 716 Re: T.I. at Coo /f m,th Dear Sir: iO‚ � Pk ( )U 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 "A11 Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) 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) 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 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) .57$4439 City of Tukwila Fire Department Page number 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 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) 3. 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) 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. 4. 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 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 la1.7A%. re b;zx City of Tukwila Fire Department Page number , annawr �� ++t �,a �v+z se " u9tfFlkr ..,. required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) 5. 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, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 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- 4.1.3.2.1) 7. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. 8. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1742) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 Page number ttiv¢o- ms nznn[T+ Yx SratxAc tar.... ymwM ,. ,WeWxttt' haM IiIKATIY is 7 t ixYf2nl hh `EYy'}+cy}� '� z6}Lj ti x 1 City of Tukwila Fire Department 9. 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) 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) 10. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.3.4) 11. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 12. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 13. Required .fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 55.4404 • Fax (206) 5754439 . 104141 0...W.Alau ava&loci City of Tukwila Fire Department Page number 5 requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) 14. 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) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 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 Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Yours':: truly, TFD file ncd The Tukwila Fire Prevention Bureau City of Tukwila •. John W Rants, Mayor . Fire Departrnent Thomas P. Keefe; Fig Chtef Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 f,- DETACH TO DISPLAY CERTIFIOATE..1 OWNER GOLFSMITH INTERNATIONAL, INC; 11000 NORTH IH -35 AUSTIN, TEXAS 78753 PH. (512) 837 -8810 FAX. (512) 837 -9347 CONTACT: GARY HARNIST L ALL WORK TO CONFORM WITH LOCAL, STATE AND NATIONAL CODES AS WELL AS ADA AND OTHER APPLICABLE REGULATIONS CF GOVERNING BODIES. 2. ALL MATERIALS SHALL BE NEW AND G FIRST QUALITY. ALL WORKMANSHIP SHALL BE PERFORMED BY SKILLED CRAFTSMEN. ALL MATERIALS AND LABOR SHALL MEET THE HIGHEST STANDARDS G THE INDUSTRY. 3. EACH PRIME CONTRACTOR SHALL REPLACE AND /OR RESTORE ALL MATERIALS STORED OR INSTALLED ON THE SITE SUBJECT TO DAMAGE OR THEFT. 4 - CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. IF A DISCREPANCY OCCURS, IMMEDIATELY CONTACT THE ARCHITECT. 5. NOTICE TO ALL SUBCONTRACTORS: IT IS YOUR RESPONSIBILITY TO BID YOUR SCOPE G WORK USING THE COMPLETE SET OF PLANS AND SPECIFICATIONS. THE FACT THAT SOMETHING WAS NOT INDICATED ON YOUR PORTION G THE DRAWINGS WILL NOT I3E ACCEPTABLE AS A REASON FOR AN EXTRA, F IT CAN BE FOUND ELSEWHERE IN THE DRAWINGS OR SPECIFICATIONS. 6. COOPERATE WITH APPLICABLE CITY OR OTHER GOVERNMENT OFFICIALS AND INSPECTORS AT ALL TIMES. IF SUCH OFFICIALS OR INSPECTOR DEEMS SPECIAL INSPECTION NECESSARY. PROVIDE ALL ASSISTANCE AND FACILITIES THAT WILL EXPEDITE HIS INSPECTION. T. INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT N STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDED SPECIFICATION, EXCEPT THAT THE SFECIFICATICNS HEREIN, WHERE MORE STINGENT, SHALL BE COMPLIED WITH a THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDNG HIS OUN FAX MACHINE, TELEPHONE, TOILET, WATER AND ELECTRICITY FOR ALL PROJECT FUNCTIONS, OFFICE STORAGE, ETC. S. THE CONTRACTOR SHALL LIMIT THE INGRESS AND EG G MEN AND EcalIf"ENT TO THE CONSTRUCTION SITE TO AUTHORIZED PERSONS ONLY DAMAGE TO ANY EXISTING INTERIOR OR EXTERIOR CONSTRUCTION SHALL BE REPAIRED TO 'LIKE NEW' CONDITION UNDER THIS CONTRACT. CGTFNE PARKING, STORAGE AND TRAILERS TO AREA ALLOWED BY LANDLORD AND/OR LEASE. l0- EXCEPT WHERE OTHERWISE SPECIFIED THE CONTRACTOR SHALL AT ALL TIMES FROVIDE PROTECTION AGAINST U.EATHER TO MAINTAIN ALL WORE MATERIALS, APPARATUS AND FIXTURES FROM NJURY OR DAMAGES. AT THE END G THE DAY'S WORK, ALL NEW WORK LIKELY TO BE DAMAGED SHALL BE COYER.'ED OR OTHERWISE 't 'OTECTED AS REQUIRED. IL THE CCNTR .4CTOR SHALL MAINTAIN AT ALL TIMES ADEQUATE SAFETY BARRICADES AND CLEAR ACCESS N AND OUT G THE WORK SITE SO AS TO FACILITATE DAILY TRAFFIC MOVEMENT, DELIVERIES AND SAFETY. O. FLOOR PLANE, INDICATE CRITICAL WALL LOCATIONS, DIMENSIONS FOR OTHER ITEMS MAY NEED TO BE DETERMINED BY EXISTING CONDITIONS OR AVAILABLE REMANNG SPACE DIMENSIONS ARE TYPICAL TO FACE G STUDS OR FACE G MASONRY. LAYOUT ALL WALLS ON FLOOR -WITH CHALK, MARKING IDENTIFYING LOCATIONS AND THICKNESS G WALLS. REVIEW N FIELD WITH OWNERS REPRESENTATIVE PRIOR TO CONTINUING THE WORK MAKE MINOR RELOCATIONS OR ADJUSTMENTS AS DIRECTED. 13. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY FR SUBSTRATE AS REQUIRED TO RECEIVE THE SCHEDULED FINISH MATERIAL, REGARDLESS G WHETHER THE REQUIRED PREPARATION I8 EXPLICITLY NOTED ON THE DRAWING AND /OR N THE SPECIFICATIONS 19. TUKWILA, WASHJNGT�\ STRUCTURAL ENGINEER METRO STRUCTURAL CONSULTANTS 305 N.E. LOOP 820 SUITE 507 HURST, TEXAS 76053 (817) 284 -8833 CONTACT: JAMES BURCKHARD 'B' 08/08/97 REVISED PER OWNER'S COMMENTS & ISSUED FOR BID 14. PROVIDE WOOD BLOCKING N WALL AS REQUIRED TO SUPPORT ELECTRIC WATER COOLER LAVATORIES, TOILET ACCESSORIES, GRAB BARS, ETC 15. GENERAL CONTRACTOR IS NOT TO SEPARATE THE SET G CONSTRUCTION DOCUMENTS. THE SETS ARE TO REMAIN NTACT AT ALL TIMES. THERE SHALL BE AT LEAST ONE • SET G COMPLETE DOCUMENTS (ALL DRAWINGS AND SPECIFICATIONS) ON THE PROJECT AT ALL TIMER. 16. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS < SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. ANY DIFFERENCES BETWEEN THE ACTUAL DIMENSIONS ON THE SITE 4 THOSE INDICATED CN THE DW S. SHALL BE SUBMITTED TO THE 'GOLFSMITH' CONSTRUCTION MANAGER FOR INSTRUCTIONS < CONSIDERATIONS BEFORE PROCEEDING W/ ANY WORK 18. • THE CONTRACTOR SHALL FURNISH t INSTALL PORTABLE FIR- EXTINGUISHERS AS REQ'D. BY LOCAL, STATE 4 FEDERAL CODES t REGULATIONS. REF, TO KEY NOTES ON DWG. A2 FOR 'GOLFSM;THS' MN. REQUIREMENTS IT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL TAPS, EXTENSIONS, VALVES, OR OTHER DEVICES NECESSARY TO RUN POWER TOOLS • EQUIPMENT. SUCH MODIFICATIONS TO EXIST'G. UTILITIES MUST BE REMOVED AT COMPLETION G PROJECT. • AT THE END G CONSTRUCTION, CONTRACTOR SHALL PROVIDE 'GOLFSMITH' W/ ONE 'REDLINED' SET AS BUILT SET OF DOCUMENTS SHOWING ANY MODIFICATIONS IN CONSTRUCTION WHICH DEVIATE FROM THE CONSTRUCTION DOCUMENTS 4 ANY UNCOVERED EXISTING. CONDITIONS. 1A1-065 J N SOUTHCENTER BLVD. SITE TO 99 i MECHANICAL ENGINEER DON PENN, CONSULTING ENGINEER 1600 AIRPORT FREEWAY SUITE 508 BEDFORD, TX. 76022 (817) 267 -2858 CONTACT: DON PENN CODE DD E EVIEM I. APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS G THE SPECIFICATIONS 4 DRAWINGS AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS G ALL GOVERNING BODIES NVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE G THE OWNER, SUBJECT TO THE RECEIPT OF AN AFFIDAVITT OR LETTER FROM THE GOVERNING BODY AND OU.PER'S PRIOR APPROVAL G ANY ADDITIONAL COST TO BE INQJ D. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION G THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: L BUILDING 4 STRUCTURAL: 2. PLUMBING: 3. MECHANICAL: 4. ELECTRICAL: 2. BUILDING DEPARTMENT: 3. BUILDING DATA: I. CLASSIFICATION: A) OCCUPANCY GROUP - 8) TYPE G CONSTRUCTION - 2. AREA: 3. SPRINKLER SYSTEM: 19e4 - UBC 1991 -UPC 1994 -MC 1994 - NEC CITY G TUKWILA BLDG. DEPT. 630@ S. CENTER BLVD. SUITE 100 TUKWILA, WA 98188 B2 III N SPRINKLERED 32.346 SF. YES TRAND x w GRADY WAY INTERSTATE 405 5W 43 RD. STREET GOLFSMITH RETAIL STORE 240 ANDOVER WEST TUKWILA WASHINGTON IDEM TO DRAWINGS SHEET NUMBER COYER 80 -1 DI FI AI A2 A3 A4 AS A6 !ELEVATION DESCRIPTION PROJECT INFORMATION SITE PLAN DEMOLITION PLAN FIXTURE PLAN FLOOR PLAN 4 NOTES BYARGIE hE7S. FLAN, WALL TYPES 4 KEYNOTES REFLECTED CEILING PLAT NTEROR ELEVATIONS DOOR BCHED. DOOR 1 IJ,PW. TYPES RT1. PIN, SCNED. ENLG. SNACK PLAN 4 OILS. DETAIL rueell scam ttrost eWT 4 11 DETA1. MAIM 80f/.:n eL✓�T TIMlMe RAIL SECTION DETAIL MINN PO.AN OVIABOLS GRID MK PETAL DETAILS) 4 T pgeat7T1R1 r YrE TOP OP PARTITION TYPE (ELEV. MO REV. B B 5 B B SHEET NUMBER DESCRIPTION CM OF C.71 I, 1997 PERMIT CEN761 El LIGHTING PLAN 52 POWER PLAN E3 ENLEL POWER PLANS MECHANICAL PLAN 'PARTIAL KIM. PLAN G — DDOe ransom POOR N®. 0-40004 NOON WII40O1$ Nos NOG. . REY NOTE B e I understand that the Plan Check all} "tI""'v:. art,1 subject to errors and om'SR'0 s and apt - plans does not authorize the so;Jh r ' • adopted coda or ordinance. tractor'scopY• approvedplansakknew..:J, a BY r•)A 1s ARCHITECT NNIS T. MITCHELL AT OF WASHINGTON ._.. SEP 0 31997' A.I.G. INC. 1521 N. COOPER STREET" SUITE 600 ARLINGTON, TX. 76011 (817) 265 -2415 CONTACT: DAN LYONS 262' -2' 36' -@' DJACENT T f . . APPROVE 05444 SUBJECT TO ORDINANCE AUG 1 2 1997 -KING CO. • old. 1EpAi 7b11A VFW ARCHITECT 'G( WC; IC37. DENNIS T MITCHELL gt STATE OF WASH tIGTOT4 SCALE: 9/93•. F. <- — ADJACENT TENANT 4- 10-0A6 , 3 a CLrpa�T t 15 -3Z 8 STMDARDS • 8S-68' -15' LAF CAPE BUFFER LIE E 4N Hill ' , _ /______ •___Illlill'___■___* r_______0.■ � •C - ❑ .1 77 0 COMPACTS • 8-80' 16' 8' I 9 COMPACTS • 8-72' X4S9 ir4NC`ll.P1J.14 COMPACTS • 8' -80' 111111111111 1 COMPACTS d !)' -a!' i:. S quvryvry x 100 7. CCAPACiT3 ..a 282 ,TOTAL STALLS 3. RE011«D PA 8 R 148 RED. O 2S_[ _1100 SP 25 1 TOTAL ,REDUFiEQ 73 . 517EWMK AW UTl1CY. " - STRAtteR 4140`AMDOVEER PARIS 1MEST ARE Fff REVISIONS a QIEKEIRAL b ©1 FOR &ITE INFORM4 oNLY ..,' _ ; OF cnY OF TUK S l4A SFP 0 4 1997 PERMIT CENTER — r=tc.DND SETBACK & LANDSCAPE OF BULD1 P 4L VS' • pe®. 0— 0 01 DEMO P1-AN o- i 4 0 • e 0 AIG INC. ARCHITECTS INTERIORS PLANNERS ■ REFERENCE SWEET A2 , 0 FOR KEYED DEMOLITION NOTES O 0 EDEIVED 6ITY R ¢F TUKWILk SEP 0 4 9997 PERMIT CENTER COMMON RECEIvNNG AREA COMPONENT SACKSTOCK 1 µ I Pellet racks 4k8' 1Yri14=M1111■11111 36. x 4` table if f' Weds IS clasp I, Gip redo 96' , 29' `36'x 4. table Pro -Line Clubs ADJACENT TENANT Components Area Putting Area Cash Register Video Wall 6V -2' Clothing Loading Dock SCALE: 3/32' + r -0' II FIXTURE 'L141∎1 RECEIVING AREA Pellet racks 4'x8' ADJACENT TENANT o- o- iDR1-ba 262' -0' 0 NOTE: TFIIS PLAN IS FOR FIXTURE rNFOIRIATION ONLY. REF. Al FOR PARTITION LAYOUT CITY OF Tuxw, SEP 0 '° 1 997 PERMIT CENTER AIG ARCHITECTS INTERIORS PLANNERS il Erf RinitTEC pnH $T. MITC`'{E Q0. OF YVSINNGSCLL `i'k • I I M !4ECEIvIING AREA 3ID' -10' ADJACENT TENANT Ib' -0' RECEIVING AREA I COMPONENT BACKSTOCK I I. 12' -6' 262' -0° 3b' -0• 48 - 36. -2. 30,- 63' -2 12' -2' EXISTING SHELL WALLS EXISTING. WALLA NEW GYP. ®0AI® 'mantic* 01 FLOOR P1-4■ 0 ADJACENT TENANT FOR KEY NOTES REF. SNT ,42 ECEIVED CITY R OF TUKWILA SEP @ 4 1937 Pew, cevieR MG INC. ARCHITECTS INTERIM PLANNERS CLG. AS 5C14E O INTERIOR CORR WALL DISPLAY WALL AS SC44ED. . SHOE WALL AT 4' -0' AFF. Ce 3 5/5 MTL. STUD SRAGING 41 W1ND011 MULLION FOR 55SFORCING- 2 X BLK'G. AS REQ'D. TEMPE55D CsLAS AS SCHED. 2 X BLK'G. AS REQ'D. O GLU8 55PAIR WALL TO CLCs. A5 SCHED: �1 UJ�4LLTYPES ScS E3/4' . UENNIS T. MRCHELL SLATE OF WASSSUT01. A+IG INC: ARCHITECTS INTERIORS PLANNERS �19EZZ DECK 4O "DOUBLE 2X PLATES FLOOR 'I � I � 504450. ONE(U LAYER OF 5/8' TYPE )< GYP. SD ON 3 5/8• (20 G-A.) MTL. STUDS - • 16 OC. 2X HARDWOOD CAP F SO l ED SY GOLFSMITH MILLWORK ONE(I) LAYER Of As' GYP. BD ON 6' (25 SA) M7L. 5TUD5 a I6` OC. SECURE A STEEL 4NGLE 70 SLAB 4 TO 6' (20 GA) MTL. 511JD5 AT PARTITION ENDS FLOOR 45 5CHED. BASE 45 5c-1ED. METAL CORNER BEAD ONE(l) LAYER OF 5/5' SYP. BD ON 3 515• (20 GAJ MTL. STUDS e 15• OC. CORNER BEAD (TYP) - DISPLAY WALL 45 SCHED. FLOOR A5 5CHED. 5455 45 5CHED �MEZZ DECI6 ABOVE JJ DOUBLE 2X PL4T£5 4 _F. 45 5C44ED. ON£(!) LAYER OF 5/5` GYP. BD ON 3 5/S• (20 GA) MTL. STUDS ® 16' O C. FLOOR 45 5CHED 845E 45 5c-5D. 545£ AS SCI-£D: FLOOR 45 5C4 ED. O 5TERiOR WALL TO (t) LAYER OF GYP. SD ON 3 5/8' (20 GA) MTL. 57505 . 16• QC. CORRIDOR WALL 70 DECK INTERIOR WALL TO DECK � �I � V ULSLL TO 501 OF MEZZ. SNACK 54R V CORRIDOR WALL 10 DECK ROT. OF ROOF DECK CEIL5 48 SCHED. - DISPLAY 11141 I ON 8AL£S 44 SIDE AS SCH£D. % SHOES WALL a4 E7 ON WALLS 45 5CI -4ED. DISPLAY WALL C4E(1) LAYER OF 45 5C14ED. 5/5' TYPE X GYP. SD ON 6' (20 514) MTL. STUDS e 5' OC. FLOOR 45 5CHED. 545E 45 5CHED. CARPET ON WALL 45 5CHED. 807. OF RODS DECK ARPET ON WALL 45 5CHED. CNE(1) LAYER OF 5 6' GYP. SD ON 6' (20 SA) t-TL STUDS • 15 OC. FLOOR 45 5CHED. BASE 46 SCHED. CEIL55 \ 9 5CHED. S D!5PL4Y WALL 45 SCHED. ONE(U LAYER OF 5/8' I fl-5 'X' GYP. SD ON 6' (20 GA.) MTL. 571!05 16` O.C. FLOOR - A5 5CNED. 548E 45 SC44ED. O 5PORTEK WALL AT 4' -0' AFF. E 'r SOT. c' ROOF DECK FLOOR 45 5CHED. 545E 45 SCI -ED. II NTERIOR W4LL TO DECK eoT, of ROOF DECK y 55E A5 SCHED. ONE(1) LAYER OF SYP. BD ON 6' (20 &A) MTL. STUDS ® 16' OC. DISPLAY WALL 45 5CFIED. Q4£(t) LAYER OF 4 6' GYP. SD CI 6' (20 GA) MTL. STUDS . 16' OC. FLOOR A5 SCI-EP. 2X HARDWOOD CAP M PROVI�DE C D SY GOLFE1 TH ONE(I) LAYER C 4 6 • G(P. SD CN 6' (25 5.4) MTL. STUDS . 16' O.C. SEGURE A 6'X3')U/4' STEEL ANGLE 70 5L.48 4 TO 3 5/8' (20 GA) � TrL. STUDS AT PARTITION END5 FLOOR 45 5C1-EP. 545E 45 SCSEp. 5755105 WALL TO DECK 5L E45 • I' 3 5/8• MTL STUDJ BRACING AT WINDOW MULLION fOR REIt�ORCINCa O2 MEZZ. Pi SOT. OF ROOF DECK DISPLAY '55 t 45 SCI-EP. ONE(I) LAYER CF 3 fe' GYP. SD ON 6' (20 GA) MTL STUDS s 15 PC. FLOOR 45 SCHED. 5455 45 SCHED. Jfr ® CLUS REPA R W4LL TO 12' -0' £XIST'S. STAIRS TO REMAIN 555. KEYED FLOOR PLAN NOTES METAL CORNER BEAD a-IEW LAYER C 5/8' GYP. SD ON 3 5/5' (20 GA) MTL STUDS • T5' PC. E CARPET ON WALL 6 AS SCHED. W FLOOR 45 5CFIED. 5455 45 5CHSD. 3 5/5' MTL. STUDS EXI5T'5. 2X4 ATTACHED SE71LEEN .- RUf•W.ERS RllNNERS AT 24' PC. .UU.NNG PROVIDED AND INSTALLED 5Y GOLf5ITHT 1 LL_ - ONE(I) LAYER OF 5/8' GYP. SD Ohl 3 5/8• (20 SA) MTL. STUDS e 16' OC. 5544,5, 3/4' . L EXTENT OF GO1 FIS-iRi4 LEASE SPACE 2. NO WOFK TO SE 0055 51 THIS ARE& 3. LANDLORD TO 0571/04,1544 14415 PORTION OF GYP. BD. PARTITION ONLY - HELD VERIFY EXACT EXTENTS OF LANDLORDS DEMOLITION. 4. LANDLORD TO 551`1055 EXISTS DOOR AND FRAME. S. SC. TO ta�fi OYE EXIST'G. LOAD SEARING WALL BRACE t SNORE A5 Q'D. 6. GC. TO REMOVE IXIST4. GYP? 50. PARTITIONS 45 F2£Q'D. TO FACILITATE NEW CONSTRUCTION. 1. EXISTS 510- r5 TO RJ71A5 - CLEAN 52(1575. 5NI514E5 4 FIXTUR£5 45 - 5. LANDLORD TO RE71OVE EXI515. CEILING TILE. N 11415 AREA ONLY. 9. EXI5T4. CEILING TILE 5 144I5 AREA TO REMAIN. 10 GC. TO REM INC 11-415 OVE EXIST5 CEILs GRID 4 CEILNS TILE IN AIWA REF. TO MEP. 01555. fOR DEMOLITION OF HVAC. 4 DUCTWORK ETC. 11 SC. TO REMOVE EXIS75. DOOR 4 19Z44E 45 REQ'D. 12. EXI5T'5 DOOR TO SE RELOCATED - REF. 54475. AI 4 DOOR SCHEDULE. 13. EXIET'S. GYP 50. PARTITION TO REMAIN - VERIFY W/ 5341. 41 FOR EXTENT OF REM455- GYP. BD. PARTITION. 14. EXISTS. CART RAIL 10 SE RET1OVED BY 3C. 15. E2(1515 4LAR11 PANEL TO REMAIN - CONTRACTOR 70 VERIFY THAT AL459 PANEL I5 54 50005015(51500-4011104 16. £2(I515 5T0 ONT 00055 TO REMAIN. 17. £2<1514. EGRESS 00055 TO R£I'1AIN. 18. E2i5T5. SPRSSLER RISER TO MIAN. 13 EXI515 STAIR AND HANDRAILS TO .t-IAN 20. E)16T'G ACCESSIBLE RAMPS TO REMAIN. 21 REMOVE EXISTS. VC. TILE AND /OR C4R7=ETN5 45 REQ'D. N T4I5 AREA PREPARE FLOOR 45 55•D. TO RECEIVE NEW FLOOR 554151 -I. 22. EXI5TYs. FLOOR TILE TO 5511454 N 11-4I5 AREA ONLY - CLEAN 455550. 23. REMOVE ALL CCNDUIT5, PIPING, ETC. THAT PROJECT 11-45552<4515. FLOOR FILL 4 PATCH ANY VOID IN E2<451'5 FLOOR 24 . 52(I515 DOOR TO 551-1451, REF. At 4 DOOR SCHEDULE 5015 NEW HASPWA15. 25. EXISTS. SPRINKLER SYSTEM TO REMAIN. £2<1515. SPRINKLER DR0P5 4 1.I1-4E5 TO BE REWORKED 45 5550. TO FACILITATE NEW C0-45T520TI 0-J. 26. E2<I515 ELECTRICAL EQUIPMENT TO BE RELOCATED BY LANDLORD 2T. 5MOVE E2<I57'5 MEZZASUNE IN T44I5 AREA ONLY 45 5550.10 FACILITATE 5551 005575501105. 25. RE190vE E2<I5T'5 WOOD TRIM AT COLUMNS (TYP) 17g1 -02b5 //( ! 3 5/8' (2244) 711.. / STUD KICKER A7 / / 24' PC. BRACE / 44 555.0. / 44 0 // // // // // // / CEILNS 45 50550. 5X4575 5'- PURLN EXI5T5 GLUE LAM 55441 SGT f ON O3 U�? ? a ©OLUN J4T SN4CK 1. PROVIDE 4 INSTALL 5455 EXTNSUISI-1E55 AS REQ'p. SY LOCAL CODER. MIN- 70 5E - I -TYPE Z4-10BC (5 LS) PER 75' 05 :TRAYEL OR 1 PER 3,000' 55.51. 05 EUILDING- AREA. .. _ -- 2. CARPETINS 5 SALES AREA, SHOE 4554 OFFICE 4 0555853 ROOM PROVIDED BY GOLFSMITH INSTALLED SY GC. - 3. CARPETING AT PUTTING 4554 4 55051155 54I111-15 NET. PROVIDED SY SOLFSMITI -I INSTALLED SY G.C. VERIFY W/ SOLFS15744 PROJECT MANAGER 5 2<75578 PUTTING 4554 CARPETING- - 4. 'l. 8. PUTr515 454 PROVIDED 4 INST4 1 50 SY GOLFSMITH. 5. WATER 554755. PROVIDE 4 INSTALLED BY 504,5571415. 6 - PROVIDE 4 545744,4, 8'2<5' CERA191C TILE. CERAMIC TILE TO BE THIN 557 SY 'AMERICAN 04,544' PH. 5215533 -2898 5 THIS 454 ONLY. REF. DTL. 04/46 £2<1574. FIRE RISER TO 55rA5 -t 5555 057 E2<I575. 55055550 P44-ELE W/ 5/8' GYP. SD. ON 3 5/8' (25 GA) MTL. 57505 AT 16• PC. GYP. SD. 70 S£ FLUSH 5)1 EXIST'L: 0050557E PIL46TER 4, 5URR -O57 E2<I51'5. PILASTER W/ 544' GYP. BD. GN 3/4' HAT 014ANNEL5. 10. 52<5475. 4.455'1 54454, TO 151945. II. 555-01)1 AROUND E)IST'G. GRILLE HEAD W/ 5 /5' GYP. EP. ON 3 5/5' IITL 87505 BRACED TO £2<4515. ST5C1U5E ABOVE. PAST GYP. BD. P -I REF. 01/45 12, 55 -01 EETUSEN 51L451555 W/ 5/5' GYP. SD. ON 3/4' 4447 CHANNELS 70 COVER EXPOSED CONDUIT FOR E2<I515 ALA151 SYSTEM. 00451154015555-057 50 74447 E2<I515 44,4159 PANEL I5 ACCESSIBLE. 13. 504,555475 MILLWORK 0057540705 TO PROVIDE 4 NSTALL DISPLAY WALL 515151 IN SALE5 45E4 REF. 5517. 44 FOR LIMITS. 0454450 LINE INDICATES DISPLAY WALL. 14. ALL CASEWORK CABINETRY, 4 SHELVING BY 'SOLFSMITH'. MILLWORK 005754074 15. NSTALL CARPETING AT SPORTEK 14I7155 NET WALLS TO 6' -0' AFF. AT HIGH 544,4,8 4 PULL 551557 AT 4,05 WAIL. CARPET PROVIDED SY '504,55191714'. I6. PROVIDE 4 INSTALL FRP AT SNACK SAR A554 45 INDICATED. 47. 52<157515 5545555 IN 5557505 70 51-4445. CLEAN 45555.0. 14, OVERHEAD 4554155 PROVIDED SY '504,55I9115' 4 15574L410 SY G.C. 5. 3 5/5' STEEL 57505 47 7071 OF WALL, ALIGN 57505 W/ 570555505755.4715 555. 01/42 W4LL1115E5 (TYP) 20. EXPOSED CEILING IN 74-445 AREA ONLY. 21. ENCLOSE EXIST'G. STAIR W/ 5/8' GYP. 50. ON 6' (20 5.4) MTL. 57505 EXTEND TO ROOF DECK 4 SEAL 22. ALIGN NEW GYP. BD. 545717105 5/52<1575.575.50.545717104 23. PROVIDE 4 NSTALL NEW Y;T TILE 70 MATCH E2<IST5 N 744I5 4554 ONLY. 24. PROVIDE 4 54574LL GYP. 50. 5555-00(45 47 9' -0' AFF. REF. 03/42 25. LINE OF MEZZANINE ABOVE. 26. 52<1575 RELOCATED DOOR RHS, DOOR 5014E0, FOR NEW 14555. 27. EXISTS. EXTERIOR STAIR 70 REMAIN. 25. NO UJOR( TO SE DONE IN THIS 4554 3 35. 39. 40. 25. PROVIDE 4 NSTALL CEILING GRID 5YSTEI`t AND 40005571044, 0514,1551 TILE N 71-4I5 AREA ONLY 30. PROVIDE 4 INSTALL CEILING 55I0 5757E41 4 FRP CEILI1-15 TILES fr-4 744464554054,1'. 31 CLEAN 44517058 CLOSET 5555501. 32. PROVIDE 4 NSTALL CONCRETE PLOOR SEALER 477141545540-44,7. 33. DEMISING WALL SY LANDLORD 34. ROLL -UP DOOR PROVIDED 4 545741.4,E0 SY LANDLORD. 35. G.C. 70 PROVIDE NEW ELECTRICAL 54554,5 AS 55`D. REF. ELEC. DWG&. 36. EXIST'5 5705555057 00055 TO 551445, CONTRACTOR 70 VERIFY THAT 00056 455 5 3000 505515510050111014 E2<I5T'5 DOOR 10 5519415, REP. DOOR SCI4EDISLE 505 NEW HARDWARE. E2<I57'5 ACCESSSLE 5,44-15705571454 PATCH 4 555445 COLUMNS 145555 DEMOLITION 0005550.555.051-1054,454. PANT 52<1575 004,1558 PAINT TYPE 03 5 544,55 AREA ONLY. 41. PROVIDE 1052<105' 05E55. 501704 OF 05555. 70 57457 47 II' -0' 45.4 VESPY W/ GOLFBMITH PROJECT MANAGER PRIOR TO INSTALLATION OF VIDEO WALL REF. 03/56 42. LINE OF SEALED 0050. 4 CADET 755481714 VERIFY W/ 5055554744 PROJECT MANAGER 4 512<7555 FLAN 505 52<407 LOCATION REF. DTL. 05/46 43. 44. 45. 46. 47. PROVIDE 14415115)1 SUPPORT 505 5575 IN 8505755 AREA 0005054 15 W/ G0-LF81-11T44 55)501 71.45443£5, PROVIDE 4 NSTALL 4' -0' X 4' -0' PLYWOOD 5401444451 FOR PHONE 50450 COORDINATE W/ MEP 0445. 545/'7 TYPE 03 PROVIDE (2) 4' -15 -3A 57508 a 55410. C.C. 70 PROVIDE 4 1/4' 044 0055 5470 CONCRETE FLOOR AT 5 LOC4TI0-48 5 T14I5 AREA ONLY. LOCATIONS 70 5E DETERMINED 51' 5104,5871175 PROJECT MANAGER EXTENT OF I0' -0' WALL. 45. EXTENT OF 4' -0' WALL. 45. 5YP. 50. P45171058 TO 555544,745(4,05570555554,55516556465088454,5. FIELD VERIFY 6555544,5554655011151-46104 50. PROVIDE 4 5744,4, CIILING GRID SYSTEM 51/ 55.(5475 0514,515 TILE 841515 454 ONLY RECEIVED CITY OF TUKWILA ' srp a 14 1997 F';;WIT CENTER SHEET HUMBER SEP 0 3 199 0 COMMON RECEIVING AREA SCALE: 3/32 • ,1■17.7"1 0- 0 RECEIVING AREA ADJACENT TEN4NT 0 Ran.marer, 0 Ab5 COMPONENT 15ACKSTOCK 1 fl4 J ADJACENT TENANT 0 SPORTEK wirriNNET 0 ffiang=ifix,_=.01104 - 0ftniftitt _ --7--.4411-Z millioranimmillom =my Ismommslomr■—■ 0 A 11111,11111112111, KUM= 0 p ' Nir 111 V A •■ 1 m 1 0 Litthit 0 KIEV' NOTES NO CEILING N THIS AREA 2. 2x4 CEILING GRID SYSTEM AHD LAY-N ACOUSTICAL TILE. CEILING AT S'-0 AF REP 02/A6 3. 2x4 CEILING GRID SYSTEM AND LAY-IN ACOUSTICAL TILE. CEILING AT S APP REP. 02/46 4. EXISTING CEILING TO REMAIN 2x4 CEILING GRID SYSTEM AND LAY-N ACOUSTICAL YNYL CLAD CEILI/4 TILE AT S APP. REP 02/46 6. AUNING PROVIDED BY GOLFSMITH INSTALLED BY C. 2X4 CEILING GRID SYSTEM LAY-N EGG CRATE TILE-CEILING AT 1-10 APP. O. EXISTING LAY-IN CEILING AND GRID SYSTEM TO REMAN. REPLACE ALL DAMAGED CEILING TILE AS RECD. S. EXISTING LIGHTS TO RE I RIRF. REP FOR LEGEND I Alf01 APPROVL stip 4 1997 --- ctry SFP 0 4 1997 PERMIT CENTER 01 INTERIOR EJ EVATION vnl F VS' . I'�• 02 INTERIOR ELEVATION ecALE: IB• • P_0' 03 INTERIOR ELEV14TION N'AI F VEV 04 INTERIOR ELEVATION ec4 : 1)q IS KEY NOT : 'O L GOLFSMITH MILLWORGCONTRACTORS TO PROVIDE 4 INSTALL DISPLAY WALL AT SALES AREA RE. ROOM FINISH SCHEDULE 2. WOOD CAP AT LOW WALL PROVIDED 4 INSTALLED BY BY GOLFSMITH M.C. 3. PAINT WALLS ABOVE SLATWALL PAINT TYPE 01 4. GOLFSMITH M.C. TO PROVIDE 4 INSTALL TRIM PIECES FOR DISPLAY WALL REF. FINISH SCHEDULE. 5. PAINT WINDOW AND /OR DOOR FRAME PAINT TYPE 02 6. CARpET AT SF'ORTEK HITTING AREA TO S' -0' ARP. PROVIDED BY CsOLFSMITH INSTALLED BY G.C. T. EXTENT OF MEZZANINE ABOVE. S. PROVIDE 4 INSTALL 4' VINYL BASE 5. PROVIDE 105' X 105' OPEN'G. BOTTOM OF OPEN'G. TO START AT 11' -0' ARP. VERIFY W/ GOLFSMITH PROJECT MANAGER PRIOR TO INSTALLATION OF VIDEO WALL REF. 03/A6 10. PROVIDE 4 INSTALL FRP TO 10' -0' ARR. REF. ROOM FINISH SCHEDULE. 11. AWNING PROVIDED BY GOLFSMITH INSTALLED BY G.C. 12. EXIST'G. ALARM PANEL TO REMAIN. 13. EXIST'G. SPRINKLER RISER BEYOND. SHEET REFIERENICE AS FOR PANT TYPES APPROVE SEP 4 1449 CITY OF SEP 0 4 la .S7 PERMIT CENStE4 0 0- AIG INC. ARCHITECTS INTERIORS PLANNERS )100111 COOM MUMToM: 1Cw °e4o42 xu SCHEDULE i MUM 1 a DOOR SIZE 3 41a19 Ola10313 31CICIV9 MATERIAL i 4 ' .We 8 FRAME 1 W1 g T ' War . . a_ I11 , - t o 1 • NM NENIENIENEME 3 NEI C EWEN • MINCE MEMO 3'-0' 1 MENIENNINNENEME ME =,. TING WONG ENTRY 000R NOTE 1 ,, - ,11 - ..., ."1211MEN11111111■111 Nam 4 4 1 INE 1 MENNEN RIME • NEE I 3 EA 4 4 A • • • 3 5'-0' Pt(4' 11111111 • • 1 • 3 NOTE 4 4 1 S A 0 5 3 5 1.4' • ' i • 3 NOTE 4 4 1 3 "P P4 ' 1 • - SToREFRONT MIT - Ss - DUTCH DOOR NOTE 4 , • 3' T P4' • 2 2 , DaBLE ACTING, NoTE E. , * * * 4 *Exult. DOOR NOTE 441 * * * * 4 *EXIST. POOR NoTE 441 IV c • 3' "I' P4' • 5 NOTE 3,4 4 1 11 * * * * 5 ExIST DocR NOTE 4 4 1 t2 c • 3 1 P4' 3 MoTE 1 1 . 5 * * * * * EXISTING POCR NOTE 1 14 * * * * * * EXISTING DOOR NOTE 1 wit . Iri,primworipmrsing team rmusim....m...11 rornanginansimaikagab .... _ . _=;„ lal * Extant. DOOR N,oTE 1 , ,. „ „ ,, MOTO& L PROVIDE SIGNAGE OVER EXIT DOOR AS REQD FER LOCAL ' . C-ARLS°N. D°°Re .5 UMEN °RPERS:' A NOT CODE STATING THAT 'DOOR TO REMAIN UNLOCKED DURING FURNISHED. 12/ DOORS FRAMES. THE CONTRACTOR MUST ORDER BUSINESS HOURS'. me FRAME SEPARATELY. POOR FRAME T O SE TYPE 2 AS SCHEDULED. 2. PANT EXTERIOR SIDE OF DOOR TO MATCH EXTERIOR FINISH. - 1. HARDWARE AS SELECTED SY OU,PER ALL HARDWARE, I4CLUDIN6 . PROVIDE ALARM DEVICE AT ANY EXTERIOR EXIT DOOR ANY RE OR EXIST HARDWARE SHALL COMPLY LW ADA. REQUIREMENTS. ALL EXIT DOoRS SHALL SE °MENAI:3LE FROM INSIDE WIT14oUT THE USE OF A KEY OR SPECIAL KNCtULEDGE OR EFFORT. A PAINT ALL DOORS AND FRAMES W/ TYpE >0( PAINT. REFER T0 ROOM FINISH SCHEDULE. . PROVIDE ALARM SYSTEM FOR THIS DOOR CONTACT CoLFSMITH PROJECT MANA.CFR HARDWARE SCHEDULE I4ARDWARE MUM a39WnN l39 139Ha14'1 138)001 3 I4ttS+W aoocl 3>41a19 3 41a19 Ola10313 31CICIV9 6213ON3118 do1.9 2:1o0"1 d THRESHOLD (LOW RISE) WEATHERSTRIPPING blVel J.11an 1 • • • • 2 • • INTEGRAL HINGES 3 0 • • • • • 4 • • • • • 5 • • • e 0 • • PANIC !REF. TO HARDWARE NOTE 2, IPOO•Elit I USE 14,6ND CAPPED APPROVED LEVER TYPE HARDWARE ON ALL DOORS THAT DO NOT REQUIRE PANIC HARDUJARE. 2. CONTRACTOR TO INSTALL PANIC HARDWARE FOR EXIT ONLY. (OMIT DOOR LEVER LOCKSET AND CYLINDER AT EXTERIOR) 3. HARDWARE AS SELECTED BY OWNER 0 LLSOOD LOUVER 01 DOOR TYPES FINISH FLOOR 0 SCALE= 1/4 I I2'-5' EQUAL EQUAL EQUAL 5c,4LE 3 . 62 L1J11■11DOLIJ 74t-pse 0 03 FRAME TYPE DUTCH r::OOR C) HOLLOW METAL TEMPERF-D GLASS DUTCH BOY WELDED METAL FRAME METAL 11-IRESHOLD EXIST coNT. 2X4 TOP PL. 0 HOLLOW METAL TJI JOIST TO ME CUT OFF AS REGXIIRED 04 ETA SCALE: I' . VIEW PANEL 30-5" GENERAL MOTES PRODUCT SCHEDULE: A DooRS 3,10, 4 12 SHALL BE: 3 HOLLOW METAL DOOR LAST WITH SOLOED METAL FRAME INSTALL LOW RISE METAL THRESHOLD, TOP AND SIDE ILEATILERSTRIPPING DOOR GASKETS 4 BOTTOM SLEEP, ALL BY SAME MANLFACTURER AS DOOR INITS. INSTALL SECURITY BAR • SO-CI-0036 AS MANUFACTURED BY EXIT SECURITY BARS, FORT WORT14, TEXAS: NO SUBSTITUTION CR SECURITY OAR (P14 1-800-446-6115) B. DOOR 1 SHALL ea 'CARSON TYPE 1 - GUDETAIL DOUBLE DOOR. STANDARD FINISH WITH .063 GP.. TYPE G.L DOOR EDGE AND Es la• 11 i• viva( PANEL. PROvIDE u ci-uweL DOOR BUMPERS AT EACH SIDE OF DOoR. 20 STAINLESS STEEL ICCKPLATE 42' 15534 AT MOTH SIDES CF DOOR AND 3 ISOMER HINGES PER DOOR CARSON DOOR MANUFACTURED BY CARLSON FIRODUCTS - WICHITAKS. 1-500-234-1065 - No SLABSTITIMONS.- VERIFY 1,11/ GOLFSMITH MANAGER a Doc* 6 SHALL ee: DUTCH DOOR 3 11 1 woos: sour, cow BIRCH • VENEER (PAINT GRADE) 44r54 WELDED METAL FRAt PROVIDE DOOR UNITS WITH V4' TEMPERED GLASS 51 DOORS LINEFIE SPECIFIED TO RECEIVE viELUIPANIEL D. DOOR • 4 4 5 TO BE 3 LLD. LOUVERED DoOR - VERIF( GOLFSMITH PROJECT MANAGER. 4 ,E• CONTRACTOR TO PROVIDE 4 544TALL TIE, BLOCKER PLATE CL4 ALL EXTERIoR DOORS. NOTE: CONTRACTOR TO NSTALL PANIC HARDWARE ON IDc11 DOORS. FOR Exti (Oltr ALL LOME., LooKSET AND CYLINDER AT EXTERIOR oF DOORS DOOR HARDWARE: AS SELECTED BY OUHER 0LL-t4 DoOR AS MAN.FACTUREED BY TIE OVERNEAD DOOR COMPANY, MODIFL NO. 625, INSULATED AND CHAIN OPERATED. CURTAIN 54444.1. 55 54TERL050 ROLL-FOWLED SLATS-FLAT FILE TYPE, F-2651 FABRICATED 24 GA- GAIMANUCED STEEL. SLAT CAviTY TO 55 44(4.55 55144 CFC-FREE FOAMED IN-PLAM pOLYLIRETHeNE INSULATION. FRO,DE vINT, ooTTCM SEAL UITH 5)0554054 5555 AND 4-100D SEAL_ SLAT AND 1400D SMALL HAVE GALvANIZED STEEL FINISH 54 ACCORDANCE WITH AS, 4525. MROvIDE INTERIOR BOTTOM BAR SLIDE BOLT LOcK, LUI11-1 PAD LcO: AND c144114 KEEPER. O.C. USE EXISTING TA JOIST AS 51LOCKI1 PANELS IU/ 160 NAILS • 5 0.0. EXISTNG 1/2' DIA, EXISTING STUD WALL L TA JOIS TO BE CUT • OFF AS REQUIRED 0041. 22(4 TOP PL. \ 1 4 3-0 10D • 6' OC. DET41.1L USE EXISTING TA JOIST AS ELOCKJNG PANELS LW 165 NAILS • 5' O.C. I/2" DIA snip soLT 16 O.C. ILISX10 065 ONE-WAY GLASS WINDOW 1 r 3 ONE-WAY r, 4445 WINDOW Ce 1:?ETA IL SCALE, I' • 6' EXISTM PRECAST L-3 I/2 X 3 u2 1/4 X 0 W/ 2-5/5' DIA. EEL MIN. EMEED. 3' 3 6/0 MTL. STUDS ATTACHED ISETILEEN RUNNERS AT 24 0.C. EXISVG. 6' PURLIN °NEW LAYER. OF S/S• GYP, 50 ON 3 5/5• (20 GA) MTL. STUDS • 16 QC. Imm EXIST'G. 2X4 t!IINNIMANIIII / / / ewe: (2 Mi451(1 2 13 4 1U . D R o.a AT / AS IqEdVD. //// UrM00 / / ak APPROVED / r __ _, / / / : : ,--EXIST.G. / 1 e - --. , 1 iz mcworr SEP 4 TN / ! ( s, CALLE 1 ■ ....., I SECTION 07 SECUR frit" GRILLE SOX.E= 3/4" • 1 crry SEP 0 1997 PERMIT CENTER , , / ,' ' / / /' ' /// , / 0 LLSOOD LOUVER 01 DOOR TYPES FINISH FLOOR 0 SCALE= 1/4 I I2'-5' EQUAL EQUAL EQUAL 5c,4LE 3 . 62 L1J11■11DOLIJ 74t-pse 0 03 FRAME TYPE DUTCH r::OOR C) HOLLOW METAL TEMPERF-D GLASS DUTCH BOY WELDED METAL FRAME METAL 11-IRESHOLD EXIST coNT. 2X4 TOP PL. 0 HOLLOW METAL TJI JOIST TO ME CUT OFF AS REGXIIRED 04 ETA SCALE: I' . VIEW PANEL 30-5" GENERAL MOTES PRODUCT SCHEDULE: A DooRS 3,10, 4 12 SHALL BE: 3 HOLLOW METAL DOOR LAST WITH SOLOED METAL FRAME INSTALL LOW RISE METAL THRESHOLD, TOP AND SIDE ILEATILERSTRIPPING DOOR GASKETS 4 BOTTOM SLEEP, ALL BY SAME MANLFACTURER AS DOOR INITS. INSTALL SECURITY BAR • SO-CI-0036 AS MANUFACTURED BY EXIT SECURITY BARS, FORT WORT14, TEXAS: NO SUBSTITUTION CR SECURITY OAR (P14 1-800-446-6115) B. DOOR 1 SHALL ea 'CARSON TYPE 1 - GUDETAIL DOUBLE DOOR. STANDARD FINISH WITH .063 GP.. TYPE G.L DOOR EDGE AND Es la• 11 i• viva( PANEL. PROvIDE u ci-uweL DOOR BUMPERS AT EACH SIDE OF DOoR. 20 STAINLESS STEEL ICCKPLATE 42' 15534 AT MOTH SIDES CF DOOR AND 3 ISOMER HINGES PER DOOR CARSON DOOR MANUFACTURED BY CARLSON FIRODUCTS - WICHITAKS. 1-500-234-1065 - No SLABSTITIMONS.- VERIFY 1,11/ GOLFSMITH MANAGER a Doc* 6 SHALL ee: DUTCH DOOR 3 11 1 woos: sour, cow BIRCH • VENEER (PAINT GRADE) 44r54 WELDED METAL FRAt PROVIDE DOOR UNITS WITH V4' TEMPERED GLASS 51 DOORS LINEFIE SPECIFIED TO RECEIVE viELUIPANIEL D. DOOR • 4 4 5 TO BE 3 LLD. LOUVERED DoOR - VERIF( GOLFSMITH PROJECT MANAGER. 4 ,E• CONTRACTOR TO PROVIDE 4 544TALL TIE, BLOCKER PLATE CL4 ALL EXTERIoR DOORS. NOTE: CONTRACTOR TO NSTALL PANIC HARDWARE ON IDc11 DOORS. FOR Exti (Oltr ALL LOME., LooKSET AND CYLINDER AT EXTERIOR oF DOORS DOOR HARDWARE: AS SELECTED BY OUHER 0LL-t4 DoOR AS MAN.FACTUREED BY TIE OVERNEAD DOOR COMPANY, MODIFL NO. 625, INSULATED AND CHAIN OPERATED. CURTAIN 54444.1. 55 54TERL050 ROLL-FOWLED SLATS-FLAT FILE TYPE, F-2651 FABRICATED 24 GA- GAIMANUCED STEEL. SLAT CAviTY TO 55 44(4.55 55144 CFC-FREE FOAMED IN-PLAM pOLYLIRETHeNE INSULATION. FRO,DE vINT, ooTTCM SEAL UITH 5)0554054 5555 AND 4-100D SEAL_ SLAT AND 1400D SMALL HAVE GALvANIZED STEEL FINISH 54 ACCORDANCE WITH AS, 4525. MROvIDE INTERIOR BOTTOM BAR SLIDE BOLT LOcK, LUI11-1 PAD LcO: AND c144114 KEEPER. O.C. USE EXISTING TA JOIST AS 51LOCKI1 PANELS IU/ 160 NAILS • 5 0.0. EXISTNG 1/2' DIA, EXISTING STUD WALL L TA JOIS TO BE CUT • OFF AS REQUIRED 0041. 22(4 TOP PL. \ 1 4 3-0 10D • 6' OC. DET41.1L USE EXISTING TA JOIST AS ELOCKJNG PANELS LW 165 NAILS • 5' O.C. I/2" DIA snip soLT 16 O.C. ILISX10 065 ONE-WAY GLASS WINDOW 1 r 3 ONE-WAY r, 4445 WINDOW Ce 1:?ETA IL SCALE, I' • 6' EXISTM PRECAST L-3 I/2 X 3 u2 1/4 X 0 W/ 2-5/5' DIA. EEL MIN. EMEED. 3' 3 6/0 MTL. STUDS ATTACHED ISETILEEN RUNNERS AT 24 0.C. EXISVG. 6' PURLIN °NEW LAYER. OF S/S• GYP, 50 ON 3 5/5• (20 GA) MTL. STUDS • 16 QC. Imm EXIST'G. 2X4 t!IINNIMANIIII / / / ewe: (2 Mi451(1 2 13 4 1U . D R o.a AT / AS IqEdVD. //// UrM00 / / ak APPROVED / r __ _, / / / : : ,--EXIST.G. / 1 e - --. , 1 iz mcworr SEP 4 TN / ! ( s, CALLE 1 ■ ....., I SECTION 07 SECUR frit" GRILLE SOX.E= 3/4" • 1 crry SEP 0 1997 PERMIT CENTER , w U • 1 Im3 DRESSING- ROoMS ml 108 106 101 408 ROOM ROOM NAME FLOOR SALES AREA OFFICE • • WOMEN'S I JANITOR II SPORTEK HIT. NET CLUE REPAIR CORRIDOR Cv1=1P. EACKSTOCK MEZZANINE SPRINK. REGEIYING I3 112 201 16 1w R1. FONOSH SC a w • 2 • • • • • • • • • • • H:E D 'L w LE 0 • • • • • • • • • • LOLLS • REF NOTE 1 4 2 9'-0 RI$ NOTE 1 WYE REF. NOTE 1 mon.• REF. NOTE 4 5 03•TY. REF NOTE ,G 9 X w • • CEI LING • • • • • • m • NOEL REF. NOTE 1 Na4E Rte. NOTE 9 REAR T-i®' REF. NOTE 1 MONT NLTE REF. NOTE 1, 3, 4 LEFT DBJQIE@ CORREBPQIDNG FN1814 TO GCRRESPOIDIYs WALL N ROOM NOTED 153.Tta IRE_ NOTE .S Nt7 E NAM NENE NE NE R.. NOTES 41 RI.. NOTE • REF. NOT • REF. NOTE 1 ROOGO RASH SCHEDULE 1 O U ESt 2 DOORS AND DOOR FRAMES TO BE PANTED WTI-1 TYPE 02 PANT. COL. • SALES AREA TO BE PANTED WITH TYPE 03 PANT. ALL DUCTWORK • SALES AREA TO BE PANTED WITH TYPE 04 PANT_ 2. 254 ACOUSTICAL CEILING TILE SHALL 43E VINYL FACED 2 . START SLAT -WALL FROM FIN. FLOOR TO e' -0' AFF. • REF. MOOR PLAN AND INTERIOR ELEV. FOR LOCATION OF SLATWALL IN SALES AREA E WOOD CAP AT LOW WALLS SUPPLIED BY GOLFSMITH b- EXIST G. FINISHES TO REMAIN- CLEAN AS REQ'D. t PROVIDE UNIBTRUT SUPPORT FOR NETS IN &FORTH( AREA COORDINATE W/ ONDER ECHEIDAILE RE©DIREEEMMT MOTE: THE GENERAL CONBTRACTOR IS TO ALLOW 6 -8 WEEKS IN 1-1I8 CONT1a1CTION SCHEDULE FOR THE DELIVERY OF RESILIENT FLOOR TILE, TOILET PARTITIONS, AND 'CARLSOI' ALUMINUM DOORS FROM TIME OF PLACING 1415 ORDER WITH VENDORS, VERIFY DELIVERY TIME WITH RESPECTIVE VENDORS. IT 15 THE GENERAL CONTRACTOR'S FGSPON&I3ILITY TO PROPERLY SCHEDULE ALL DELIVERY OF GOOD& AND TO RULLY COMPLE � E TI-E WORK WITHN THE TIME SCHEDULE ESTABLIBIED BY OII.NER Sw C SAR PAN KEY NOTES Q O ALL CASEWORK 4 DELI EQUIPMENT PROVIDED BY GOLF5MIT145 MC. 4 INSTALLED BY OTHEF. @ LINE of RURR -NOUN ABOVE. O AWNING ABOVE PROVIDED BY GOLFSMITH INSTALLED BY GC. ® SINKS REF. MEP. DU-GS. ® ELEC. WATER HEATER REF. MEP. DWG,S. ® EXTENT OF F.RP- TO 10' -0' ARE REF. FINISH SCHED. O LINE GP MEZZANINE ABOVE. STORAGE ROOM SNAG SAR v.iic'ril T52T MOM GORE ST, Am MI1011. TEAS 14044 -. SHEET' NUMBER 4 01 SNACIC $.4R PLAN. SCALE: V4' I' -0 B MAX - REF. NOTE 3 A CROSS TEE SEE MAX HEIGHT SG -1ED. 12 GA. HANGER WIRE TYP. CROSS TEE 2' -0' OC. CMC. • MAIN RUNNER OC. CMC9 - WALL ANGLE DRILL 5/32' HOLE t INSTALL 1/8 BOLT 4 LOCKINGNUT. 1/8' iaOP RIVETS ow MO WALLS ADJACENT INSTALL BOLT TO SECURE ONE TUBE TO THE OTHER TUBES SHALL LAP ONE ANOTHER AT LEAST 4' IN FULLY EXTENDED pO51TION. 12 GA HANGER WIRE TERMNAL ® ENDS. ) 1 CF ALL COMPONENTS SPACER BAR REF. NOTE 2 ACOUSTICAL BD. NO. 12 GA. PERT. WIRE HANGER TURN CLG. GRID PRIOR TO SETTING TUBE. SLOT END OF TUBE TO FIT OVER CEILING RAWER WALL ANGLE TUb OPP. ADJACENT WALLS, PROVIDE VI' SPACE 040 POP RIVETS UNDER SIDE/FLR OR STRUTT. ABOVE EMT8LEEVE VERTICAL POST PER LBC 41:18 1988, NOTE 4 12 GA. BRACE WIRES - NOTE 5 02 SEISMIC DETA IL ' MA. GRID SCALE : 3° NOTE I WALL EI IT (ELECTRICAL METALLIC TUBING) SIZE (DIA) L(MAX HEIGHT) y = . 3 4 ' v_6• 8' -10' 12' -0' PERIMETER NOTES: 1 THE UNATTACHED PERIMETER SHALL NAVE A MINIMUM OF 1R' CLEARANCE AT ENDS of COMPONENT. 2. CONTINUOUS SPACER SAR TO BE LOCKED TO COMPONENTS ON THE UNATTA,FD WALL 3. PERIMETER TERMINAL COMPONENT ENDS MUST BE SUPPORTED BY A 12 GA. WIRE ON ALL WALLS. BRACING NOTES: 4. STRUTS OVER 12 FEET MAY REQUIRE ENGINEERING CALCULATIONS. LONG 4 HEAVY STRUTS PRESENT ADDITIONAL SEISMIC HAZARDS. THEREFORE, THE APPLICANT MAY BE REQUIRED TO PROVIDE CALCULATIONS 5440(04G THE ADDITIONAL LOADS CAN BE SUPPORTED VERTICALLY 4 LATERALLY BY THE SUSFENSION SYSTEM ELEMENTS SUCH AS MAIN RI8NER8, VERTICAL AND SPLAYED WIRED ETC. 5. E RACING WIRES TO BE ATTACHED AT A MAXIMUM OF 45 TO THE PLANE OF THE CEILING AND FARM 1 EL TO COMPONENTS NTi=RSECT4Ns AT THE BRACE 1_004110N. BRACE WIRES TO BE TAUT AND TED BOTH ENDS W171-1 A MINIMUM THREE TIGHT WRAPS. GENERAL NOTES: 6. 12 GA YER1. HANGING WIRES ARE TO 8E INSTALLED A MAXIMUM OF 4' ac. ALONG MAIN RUNNERS AND NOT MORE THAN ONE IN SIX OUT OF PLUMB AND CANNOT BEND AROIA4D OTHER ITEMS IN THE PLENUM. IF THE WIRE EXCEEDS ONE N SIX, A COUNTER WIRE MUST BE INSTALLED. 1. IT IS VERY IMPORTANT THAT HANGER WIRE BE BENT DIRECTLY ACR055 THE BULB of THE MAN RUNNER AND TIGHT AGAINST THE CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION, THEN THREE TIGHT WRAF5 AT EACH CONNECTION. 8. ALL TERMINAL ENDS OF MAIN :RUNNERS AND CROSS TEES-MUST HAVE A VERTICAL HANGER WIRE WITHIN 8° OF EACH WALL. OR CEILING DISCONTINUITY. 9. LAG SCREWS OR FASTENERS FOR DIAGONAL BRACE WINS SHOULD BE EMBEDDED INT0 THE STRUCTURE AT LEAST 1 10. WIRES INSTALLED AT RECESS LIGHT - FIXTURES WEIGHING BETWEEN 20 AND 52 PONDS: A P 7448 GRID SYSTEM 15 'HEAVY-DUTY', ONLY TWO VERTICAL 12 GA HANGER WIRES, WHI044 'CAN BE SLACK, TO THE FIXTURE HOUSING AT DIAGONAL CORNERS 15 REQUIRED. 8. IF THE GRID SYSTEM 1S 'INTERMEDIATE DUTY'. VERTICAL HANGER WIRES MUST BE ATTACHED To 744E MAN RUNNER WITHIN 3' CF EAC4-1 - OoR4ER OF THE LIGHT FIXTURE, PLUS THE 2 SLACK WIRES MENTIONED IN A ABOVE. II. UHRE5 TO PENDANT MOUNTED FIXTURES MIST BE 9 GA AND 744E FIXTURES MUST BE INDEPENDENTLY SUPPORTED TO STRUCTURE ABOVE CEILING. G BALES vq1-o 52418,8 • I' -0' MEZZ. FLOOR WOMENS RESTROOM SECTION - 03 AT VIDEO: SCREEN FLOORING CARPET TYPE 1 CARPET TYPE 2 CERAMIC TILE TYPE SEALED CONCRETE SUSPENDED CEILING VINYL BASE WAINSCOTT COUNTER TOPS GYPSUM BOARD SYSTEM NOTE: F O N O S H SELECTIONS SPDOo NS AT COMPLETION OF CONSTRUCTION, PROVIDE OU.NER WITH FOUR BOXES OF VINYL TILE SELECTIONS. CARPET FOR BALES AREA, SHOE AMA, CORM, SPORTHC HITTING AMA 4 DURESS.. RMS. PROVIDED .BY .. GOLFBMITH 4 INSTALLED BY GC, CARPET FOR PUTTING AREA PROVIDED BY GOLFSMITH 4 INSTALLED BT. FLOOR TILE FOR SALES 444EA 4 SNACK BAR - ®'X8'. CERAMIC GLAZED TILE BY At'ER1CAN OLEAN . TRIAD TRIO MARATHON GRAY. INSTALLATIDN THIN BET. SEALED - CONCRETE FOR COI'FiONAHT BACK 6TC,CK IEPA1R CENTER ...: -. PROVIDE GOLFBMITI4 CEILING TILE SAMPLE FOR APPROVAL. CEILING TILE SHALL BE 24'X48, 5/8' 114I0C MINERAL COMPOSITION Sal ARE EDGE, UNITE PERFORATED DIREBTION41 FISSURES. NRO 80 TO 30 SRC 35 39 (W/ VINYL CLAD FACE AT DE1. ACCEPTABLE MA141FAC1l 5 515PET1810N 578TEK A 80,44 CORD 5. NATIONAL ROLLING MILLS C. AM/STIgRi.. ACCEPTABLE MAMFACT 4RE8 CEILING TILE A. LLSCs INTERIORS B. ARMSTRONG VERIFY BABE W/ GOLFSMITH 8813)8CT MANAGER LASCO RREFLEX WHITE AS SELECTED BY GOLFB41115 PROJECT MANAGER ALL 84588L ., SIMI - 4 545L1 - TAG BY 58(48148. PERFORM GYPBU1 BOARD SYSTEM IN ACCORDANCE W/ RECOM-END4TIQ46 OF A81,1 0194 4 5A 216. GYP 5D. I11. RATED 6M THICK MAX PERMISSIBLE LENGTH. END 014, TAPERED EDGES, MCLUDNG ALL 08558 BEADS 4 EDGE IRK MTL STUDS 16 ON CENTER IV MAX DEFLECTION OF 1/360 SEA 10 PER LATERAL LOAD APPLIED AT ANY PONT. 8884# SUBSTRATE TO. WALL 4 08 P.w 8U•8-A011 W/ DIEGIA .1 SCREWS AT 42' ow CENTER. FINI814 1EXIURE TO BE LIGHT ROLLED AS APPROVED BY GOLFSMITH. ANCHOR TO STRUCTURE ABOVE VIDEO SCREEN TO - HUNG AT A 15' ANGLE BLKYT. AS REQ'D. PADN'O' COLOR SCHEDULE PANT TYPE 01 A ALL INTERIOR WALLS ONE COAT: PITTSBURG PAINT APPROVED PRIMER THREE COATS: PITTSBURG PANT • 2151 'FLINTSTONE' FLAT ACRYLIC LATEX ENAMEL. PAINT TYPE 02 A ALL DOORS (EXCEPT • 01) ONE COAT: PITTSBURG PAINT APPROVED PRIMER THREE COATS: PITTSBURG PAINT • 3152 AGATE GRAY OIL BASED ENAMEL FOR METALS 8. ALL DOOR MANES (EXCEPT DOOR • 01) ONE COAT, PITTSBURG PANT APPROMD PRIMER 14488E COATS: PITTSBURG PAINT • 3152 AGATE 8RAY OIL BASED ENAMEL FOR METALS PAINT TYPE 03 A ALL COLUM45 AT SALES AREA ONE COAT: ICI PAINTS APPROVED PRIMER THREE COATS: 101 PAINTS BASE: 1516 -0400 ALKYD SEMI GLOSS ENAMEL GALLON FORMULA: BLK - I88 YOX -32 0XR -48 MAG -12 PAINT TYPE 04 A. ALL EXPOSED DUCTWORK IN SALES AREA ONE COAT: ICI PANTS APPROVED PRIMER THREE COATS: ICI PANTS BASE: 1518 -0400 ALKTO SEMI GLOSS EN.°- LINER. GALLON FORMULA: YOX - 3P20 TBL - 1P24 GRIN -53 ALL PAINTED SURFACES TO HAVE I (ONE) 0047 PRIMER AND 3 (THREE) COATS OF FINISH COLOR. REFER TO FINISH SCHEDULE ,AND FINISH NOTES FOR PAINT TYPES AND LOCATIONS. CARPET - A8 SPEC'D CARPET VINYL REDUCER STRIP 4 SEALED CONCRETE say CARPET TO SLID. C ONCRETE RLJ. BC41.E PROVIDE TRIM A8 RECIV. i --- CERAMIC TILE ► iiiiii.ii. CONCRETE FLOOR SLA66I§ECEIYEa OF Ti1K4Yl TO LEVEL CARPET SEP 0 4 199 WITH ADJACENT FINISH PERMIT CENTS sa4 CARPET TO CERAMIC TILE MT3. J \_ HI n O H AIG INC.