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HomeMy WebLinkAboutPermit D96-0032 - SOUTHCENTER MALL - MAGNETISMCity of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: 262304 -9004 1012 SOUTHCENTER MALL ACOM DEVPERM II -N 001 North: N/A .0 South: .0 Sewer: N/A Slopes: N Contractor Licence No: AVALONI044DM Permit No: Status: Issued: Expires: D96 -0032 ISSUED 10/22/1996 04/20/1997 Occupancy: STORE UBC: 1994 Fire Protection: SPRINKLERS East: .0 West: .0 Streams: OCCUPANT MAGNETISM 1012 SOUTHCENTER MALL, TUKWILA WA 98188 OWNER SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD, CLEVELAND OH 44145 CONTACT DAVID MURPHY Phone: 448 -2690 1932 FIRST AV 41100, SEATTLE WA 98101 CONTRACTOR AVALON NW INC. Phone: 206 524 -6227 8315 LAKE CITY WAY NE 1185, SEATTLE, WA 98115 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** Permit Description: TENANT IMPROVEMENT CONSISTING OF ACOUSTICAL CEILING AND LIGHTING. k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 25,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 581.59 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: Date :1Q -a C( Y/ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development _perm177 Signature Date : 2.c�.„ Print,t me:.„lj 5_A1 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUK;WILA Address: 1012 SOUTHCENTEP MALL Permit No: D96 -0032 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 10/02/1996 Parcel #: 262304 -9004 Issued: 10/22/1996 *• k*• kk- k- k• k* kk*- k*- k**• k• k- k*** k: 1***- k• k****kk** k**• k• kk*• k• k-k- k- k* k• k- k•kk-kk*kk ** **k•k*- kk•k-kk-A-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. Electrical permits shall be obtained through the Washington State Division of.Labor and Industries and .'al -1 electrical work will be inspected by that agency (248 - 6630),. 3. All mechanical. work shal -l.be under separate permit issued by the City of Tukwila. 4. All permits, inspection records, and approved plans:shal1 be available at the job site prior to the start of any con- struction: These documents are:to be maintained and avail- able until final inspection approval is granted. • 5. Any new ceiling arid and Tight fixture installation is required to meet lateral bracing requirements for Sei-amic Zone 6. Any, new ceiling grid and light fixture installation is required to-meet lateral bracing requirements for Seismic Zone 3. 7. Partition walls. attached to.ceiling grid must be laterally braced ,,i.f, over eight. (8) feet in length... 8. All `const.r�uct.ion ,to be done, in conformance with approved,. plans and requirements of the . Un i torm `Building Code, (1994 Ed'i,tion) as amendedt'.Unitorm`Me,chanIcal Code (1994 Edition);_. and Washington State Energy Code.(1994- Editi.on). 9. Val:idity:of:Permit. The issuance of a permit or approval of plans. specifications, and computations•shall not be.con- strued to be a permit for, or an approval_•of,, any violation.. of any' :of the provisions of the -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 buiiding(s) until the final inspection has been completed by the Tukwila Building Inspector. 11. VENTILATION IS .REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCEWITH THE UNIFORM BUILDING CODE AND THE:WASHINt�TON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER. 51 •13 WAC. CITY OF ;''1KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name /Tenant: 44A04/6 76,/v1 7,g sir, Value of Construction: O ©O Site City 2 Site Address: - : Par er. 2b2- .3 -- �G �i Ohlt 0/1 Sa %tall Property Owner: A /ta 2 (J 13A2P 7HGXS Phone: If yes, extent of change: (Attach additional sheet if necessary) Street Address: 6 33 soa-7-1/66 A /7Ei City State/Zip: Fax #: Building Square Feet: - t existing Contact Person: wp `� (//'?,P1747' Phone: A ,_ 26 7 Street Address: �(/ / W 11 .�� Iwo, lr /6 # / /,.o 5 ��,,1 /igate7j - Fax #: Contractor: r 1 Phone: Street Address: City State /Zip: Fax #: Architect:m wo n / l y Phone: / 4/5 r 26 70 Street City p l P: 32 FOC Al /to � ` Fax #j2 � .9_16._ % Engineer: Phone: Street Address: City State/Zip: Fax #: 0¢ Description of wark-io MSIX L., be don »,NUTT CAI — ACT, C 7CJ t 576r) . 6/6/177/0b Existing use: detail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University K. ❑ Multi- family ❑ Warehouse El Hospital ❑ Motel /Hotel ❑ Office ❑ Other Proposed use: Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /Universityl ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Motel /Hotel ❑ Office CI Other it Will there be a change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes PI no Existing fire protection features: sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: - t existing Area of Construction: (sq. ft.) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Land Altering 0 Cut cubic yds. ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Exempt #: ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Street Use ❑ Water Main Extension Size(s): 0 Deduct Size(s): Size(s): Est. quantity: ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit Is Issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 18714Fgtgraia Building Code (current edition). No application shall be extended more than once. Date appllcatiQ' '�r lJ accented: t Date appllcat n expires: 0 C CTPERMIT.DOC 7/9/96 PERMIT CENTER Applicatio- k:;Vinitials) ALL COMMERCIAL/MULTI- FAIRY TENANT IMPROVEMENT /ALT:' ' DON PERMIT APPLICATIONS MUS i E SUBMITTED WITH THE FOLL ' ING: N/A .571/ 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 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). Five (5) sets of working drawings, 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 controlzone) 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. ❑ .2. ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ 71 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 Date shall be noted on the construction drawings. ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) 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 Certificate of Contractor ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: •�y • � Date: 1.'0 " 1 • 9G G. - Signature: 41.�7 �i writ Print name: V� /{- , //� /�% /(_ Pt4one: f.g ,. z69c Fax #:40-0q „63 5-5,17766 wf4 qS /v/ Address /q 32,.. / 77/ S Ave 7,, // 06) City /State /Zip CTPERMIT.DOC 7/9/96 ��. -y... .,- s�,.�: �y �,x, +�..Y {�w � n.yyl�n••rrt f..r ;n�1C :� rI`?�` * * * * * * *3 * * * * * * * * * * * * ** CITY OF TU9ILA. WA * * * * * * * * * * * * * * *3 * * * * ** TRANSMIT Number: R960 Payment Method: CHEC Permit Na: Parcel No: Site Address: �"t�. "{:awi .. 'r' .`•. &i` ?�ri�'� ii: YA11 `rr,124e N .n; 77," }7 Mrq;^z;' "r1 .7 1r 7f "'r1 ** ***** * *,l *3 * *31 * * *3l * * *31 * *** * * * *k *3 * 0500 Amount: 354 .25 10/22 K Notation: AVALON NW INC I D96 -0032 Type: DEVPERM DEVELOPMENT 262304 -9004 1012 SOUTHCENTER MALL Total Fees: 581.59 Total ALL Pmts: 581.59 Balance: .00 * * * * * * * * * * * * * *�i * *A *A * ** #k*• ** * * * * * * *�l * * ** A * * ** * * * ** A * * * ** * * * * * *J,* Account Code Description Amount 000/322.100 BUILDING - NOIRES 122.41 000/345.830 PLAN CHECK -- NONRES 227.34 000/386.904 STATE BUILDING SURCHARGE 4.50 *A*d••h*.34 -.F TRANSMIT' * *A * * * * ** /96 13:35 mit: SLB PERMIT This Payment 354.25 4241 10/22 9617 TOTAL 354.25 . ***********• 33*** A**************** A *3 * * * *3 * * * * *3 * * *3 * * * * * * * *3 * * *`- CITY OF TUKWILA, * * * * * * * * * * * *•A * * ** TRANSMIT Number: Payment Method: *A a TRANSMIT * * * **• ** * ** * i+ *F * * * * */rk *k * * *yk * *ili *k * ** 119600512 Amount: 42.00 11/22/96 13:10 CHECK Notation: AVALON NW INC. Init: SLB Permit No: Parcel No: Site Address: This Payment * * * * * * * * * * * * * * *** Account Code 000/322.800 D96 -0032 Type: DEVPERM DEVELOPMENT 262304 -9004 1012 SOUTHCENTER MALL Total Fees: 42.00 Total ALL Pmts: Balance: * ** .**** *** *•A * * * ** ** *** * * * * * * * * * * * * *• * Description BUILDING INVESTIGATION nsP- ac.�Eio n FeQ- PERMIT 623.59 623.59 .00 ** *•A * *3 ** Amount 42.00 Ciec K l aa-1 764 ii/22 9619 TOTAL. 42.00 +***+*A+***a+^***+***^*.A4-*A***+*+a*+Ah+*A++**++kA*+++**A+*+^*^*+ CITY OF TUKNILA, NA TRANSMIT *A****+*+Akk+A**+**+++*+A++A+^++*«+A++A*++A+h++A.+4*+*+++44+*+*-A+ TRANSMIT Number: M96O0488 Amount: 227.34 10/02/96 16:10 payment Method: CHECK Notation: MURPHY VAREY Init: SMC '-------'-----------------------------------'--------------'--- Permit. No: D96-0032 Type: DEV9EHM DEVELOPMENT PERMIT Parcel No: 2623O4-9004 Site Address: 1012 SOUTHCENTEU MALL Total Fees: 581.59 This Payment 227.34 Total ALL Pmts: 227.34 Balance: 354.25 *+^*+++a+*^*.A*a*A*'+*++a+*ia/%*k11*+^+.4*+****A«*++�3*1.*+**+++a+*aA* Account Code Description Amount 000/323.100 [WILDING - NONKES 227.34 3636 10/02 9617 TOTAL 227.34 John W. Rants, Mayor ru WILA FIR! DEPARTMENT FINAL APPROVAL FORM Project Name ii 6 A /e"7 /rj Address 10/2 -- V(' /'1 ?A / Thomas P. Keefe, Fire Chief Permit No. 1),q69,--- 06232—I Retain current inspection schedule Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: $ Fire Alarm: /,/ Hood & Duct: Halon: Monitor: Pre -Fire: 2/ Permits: Authorized Signature '9u 5/L D'47°r4-7 FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Plan (206) 5754404 • Fax (206) 57544139 INSPECTION NO. 1 INSPECTION RECORD Retain a copy with permit IW b - 0.2 PERMIT NO. 1 ` CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -3670 Projet`1}' NE -11 A A Type of inspec ' • ) Adcelss•, ^c, e, Date called: 1 I , 9c9 Special instructions: Date wanted: a.m. Requester:, AA Rs Phone No.: 52- 1` - (2-2-1 [■pproved per applicable codes. Corrections required prior to approval. COMMENTS: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Syite,100. Call to schedule reinspection. IReceipt No,: Date: INSPECl1ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a cdJ}vith permit PERMIT NO. (206) 431 -3670 Project Sh-- Type of inspection) . Date called: I 11W1 0 Address: 0 10 C n- mail Special instructions: Date wanted: `11 ci i_ f'.m_ Requester: /41 Phone No.: ``"i fo27-- -7 Approved per applicable codes. XCorrections required prior to approval. COMMENTS: 14-01X-7 PM-ON i ICI . ,IJ A5.1111s,i•C7 tm j S Otr. A 0,---r4t, P-i= . p`- a.3S 3 tt 14 6,E a t46 roc-') OIL- Sr—i4;!..kFU 71. 7(i Hr 11 Ti46 ei4)k--.:.: i C.61,11) (T, ArJGL- ) 612....- • ` . iS LE /Os— L �- ,i rt ivi j0ires r-i< TN- 106.4 6 LA--Yrs A I-9 ?Al A jL,--,J V c-TI 1 Per 64 -4 a.,G— c.A -u_i, \4 (A IL--- 1a,st rna.--.11 -- I iJ s P.'C—Ti.a 0 , 0 0 ,Jai— 114..c7w1 G77 c.i,JC7 77 L . Inspector: Date: / 1/7(i FX$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 50Lo Date: , iaaIgcA INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -co / PERMIT NO. (206) 431-3670 Pr# I. RP--"T. 16M Typegin* ctior, 1 0 I‘) 67 Address:-.- MD otiliTOeta?-2- icul- Date called: 11- 14- 9 LO / /1.- t -1—.i.r / Special instructions: Date wanted: I k — 1.--C1(0 • Requesterm ger. Phone No.:524 - 22-1 Approved\per applicable codes. ng.1 Corrections required prior to approval. COMMENTS: / /1.- t -1—.i.r / c 5 e'i /.? -1.-Ocr.- ogh.,‹ e...e/t)-7 _ - • ._ _4 .. ..• AL 7, d., 4 -41 AL -s-'4 . AIL ..4.9 ' 110-&-overr....,.., .... 40.41..... 42...,,,/-7, ,. ,,,,,..-D-, _ .r. At 6... ,' •■■ ' I-- 4..7,04 g.- ei-,_ $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: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 f (206) 431 -3670 Pr c : t Type o ctlo Z itillss ti �, �. p ma.... t -.. Date called: 1_43, 1 t Special instructions: v; • Date wanted: ii 1 9 5 6 a Q:).:.m. Requester: -T; A Ross Phone No.: 52-4 _162.27 Approved per applicable codes. ._Corrections required prior to approval. COMMENTS: )(Z,,, PAifL t'lG 1 — S1SrtrC.. Wit Lwrg q,J)2 / Pita- t •mz- wV rr�-�_ Z r'A -a A � L ►N D... �l i S 1,J1'7 ,S'_ l`7-1'c"Cm, (AL— t4 P t i tz VAL. 3 IN Inspector: G., DatEriiiti 51, $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: El INSPECTION RECORD Retain a copy with permit Ilikj -0032. INSPECTIO NO. ERMIT NO. CITY OF TUKWILA BUILDINGDIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) '431-3670 P i cA -T1SM Type. oispficlidai WU) F-ASTrAi )067 ►`►' �i�— aslirr.:G +�„„Tiln E`en Ai Date called: it_ 1Z_ 9 Special instructions: Date wanted' (_ 14 _Gb ,n,-.:— i •m. Requester:31 M Rs:6s Phone No.: 6214 _ I _ 22--7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ins S7,-on ,-- c�- pector: Date :,11 / y /G,6, $42.00 REINS,ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 06) 431 -3670 Pro ct: I►A NW -11SM Type of inspection .L.' 1 *aim* Ad la IDIU Cali? Fntr'e- Aka— Date Iled: It- g-% Special instructions: Date wanted:) I . 12.-940._ a.m. Requester, �A �7� .� 7Z /,1 2v, - Phone No.: t 1 >(J Approved per applicable codes. Corrections required prior to approval. COMMENTS: F/ 1 f A Pe /14A----- . E.A .vi1 Ec-i 7 LC "i cal -c_. ` Apee c-rtivl-L. - fA /rs G we ,pe-w,, Is, ,JC- wm-s 7 • jLEs no.i" / Aim-Spill . c Inspector: (17' tr /.R Date: t /r .5/7 / ri $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P RMIT NO. (206) 431 -3670 ;VANE' 161 ` Type of insperp I A l ssp u ax-N O_ MALL Date called: ' i ....,:g ..1-f a Special instructions: Date wanted:1 1 _'Z / Requester, /V !„ F� Phone No.: r 2-` - 622-1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: M Ar006. -sS CtJ -N-,.iPg-S7' SPP YA --z rr 0% A c uu' t F-1 IJ0.CTL3 MEW SPPGc� A4.2" Si rte" 6) SIP . ,...s, .4A r-i S acs.. ,a...:=1t '- d ,3%"\-- . v-TPILICEYQ APB -'E- U 0143.4AX*-- OF 114r NA'�v�r TF i16\S i ANT. = pi -rn P-r .c-0 1 CAr -L- `j : r,■ P-U1 Ar — ,1-0 % XI . I4.- r CPriARD a.Acg- . C v. A /tomw N Inspector: G 13), Date: /, Z/u $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. I Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Project: (/2a f// 5 Type ./' pami A di fib 30il ' ffi n n Date called: fi 7 470 i Special instructions: Date wanted: / /— g.. etet4D Requester: Jim pc,55 Phone No.: 5>ti— 6 ti1A 7 Approved per applicable codes. COMMENTS: Corrections required prior to approval. (...eee./..3 $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: City of Tukwila Fire Department Fire Department Review Control #D96 -0032 (510) John W. Rants, Mayor Re: Magnetism - 1010 Southcenter Mall Dear Sir: Thomas P. Keefe, Fire Chief October 11, 1996 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) 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) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 ;�tSir:ALi�'•:h�.�'W N+�l' ..... a+ wn rtni rn+y�t.�r_ City of Tukwila John W Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 2 or render the exit hazardous. (UFC 1203) 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. 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) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1003.5) When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 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) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 3 4. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) 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) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 7. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) 8. Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila • John W. Rants, Mayor Fire Department Page number 4 Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax (206) 5754439 r1YiaajM19b.' Mah1WL...�'.�;5�3,'Rf IC 101.. City of Tukwila %47.tNM± " f FILE COPY John W. Rants, Mayor Department of Community Development Steve Lancaster, Director October 7, 1996 Mr. David Murphy 1932 First Avenue, Suite #1100 Seattle, Washington 98101 Dear Mr. Murphy: SUBJECT: Development Permit Application Number D96 -0032 Magnetism 1012 Southcenter Mall This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 2, 1996, was reviewed at the October 3, 1996, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, `f'..e66c/r7 Kelcie J. Peterson Permit Coordinator File: D96 -0032 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 ".' • ` t S rr w.r a:?+.� t {tF ,l.[ i :;\-q •..Iva :5_137..R.{q) M i v:x<: yw.ae,ia '', l n)ff��'yS�y, .r"L •'Y. J v`13 p T gal } "4nWM 1.jc'L :SIGNATURE`' ... ... ■ ISSUE Y DEPARTMENT OF LABOR AND INDUSTRIES MURPHY 1 SPECIFICATIONS gF. )$$II 1 �"iIAW. kYI .p a' 9 / 9'�`M ,4 DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRt IL OC OR ATTACI TED TO C&NCRE IE 44TH 14" DIAMETER DRIVE PINS e 16" OC UNLESS INDICATED 09300 TILE. E GENERAL CONDITIONS OF THE CONINACi FOR CONSTRUCTION, NA DOCUMENT A201, CURRENT EDITION, R THESE DOCUMENTS AS IF FOUND HEREIN. PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF SLUMP, CONCRETE YIELD MD SUBSTANTIATING OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE WELDED TO EACH OTHER IN INSTALLATION OF TILE AS INDICATED USING THE REQUIREMENTS OF THEM "OR TYPE SIZE, 8 .GLOB C, TIRE SHALL FORM ,1 PART OF �.0 STRENGTH DATA IN ACCORDAICE WITH UK 2605 (D). ACCORDANCE WITH THE RANG. WHEN TO TH PLANS OT SHEAF WALL SCHEDULE FOR REO'D - AREAS _ IS MD STRAP BRACING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON MATERIALS AND GROUT. INSTALL ILE USING LATACREI E'-ATAPDXY 300 AS 4FAC OV D BY '.E SEC'R'.Y /.,.i? THIS LE CIF ICA HON IS N ABBREVIATED FORM. THE INTENT IS TO FURL HER DEFINE THOSE A GE WORK ANCHORAGE'. EXPANSION BOLTS INTO CONCRETE SHALL BE KWIK BOLT EMU THREADED EXPANSION INSERTS NOT CLEARLY DELINEATED ON THE DRAWINGS, THE CUALIIY OF WORKMANSHIP THROUGHOUT SHALL BE FIRST - INTERIOR SURFACES AND AND GYPSUM SHEATHING ON EXTERIOR SURFACES SCREWED TO ALL STUDS, SYSTEM. IURER. VERIFY ALL SETT NC AND GROUT MATERIALS WITH THE IAANUFA0 UR�4 O 1FE 0 R,'f INTO CONCRETE SHALL BF SI_FEVC ANCHORS AS MANUFACTURED BY HILTICORP- INSTALLCD IN STRICT SYSTEM FOR COMPP.TIBILITY PRIOR TO INSTALLATION. CLASS AND ALL MATERIALS SHALL MEET OR EXCEED THE NORMAL INDUSTRY STANDARDS APPLICABLE N EACH TOP AND BOTTOM TRACKS, AND BLOCKING WIfH SCREWS AT 12" OC- CASE HRSTITPNCE WITH ICBO REPORT RA T& INCLUDING MINIMUM EMBEDMENT E NEV w REQUIREMENTS. SUBSTITHTF0 PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR VFcW WITH ICBO REPORTS 09650 RESILIENT FLOORING ALL BEARING STUDS SHALL 8E LATERALLY SUPPORTED TO PREVENT NEPM AXIS DUCKLING BY ALL NANCE IS 10 BE PERFORMED N STRICT COMPLIANCE WITH LOCAL -,STAR AND FEDERAL CODES AND INC'C ERPA EONIV BOLT JD GREA T ER LOAD CAPACITIES. SPECIAL INSPECTION IS REQUIRED F 0 CONNECTING EACH FLANGE TO GYPSUM WALLBOARD PER 1991 UHC TABLE 476. PROVIDE SHEET VINYL FLOORING, COLOR AND PATTERN INDICATED ON THE PLANS. PREPARE F'E SU..FAGE_ TO ORDINANCES. A EXPANSION BOLT AND INSERT INSTALLATION' TRACK SECTIONS SHALL BE UNPUNCHED AND HAVE AT LEAST i" FLANGES. RECEIVE RESILENT FLOORING AND !NST AL I. FOLLOWING THE MANUFACTURERS PUBLISHED NT 1 HDC ILO!`_. CONTRA. i OR SHALL SUBMIT A MINIMUM OF THREE (3) EACH OF SAMPLES, MANUFACTURER'S LITERATURE, CUT WALLS WHICH HAVE SHEATHING CONNECTED ON ON SIDE ONLY SHALL HAVE UNSHEATHED FLANGES PROVIDE THE OWNER 'WITH CARL NSTRUCTIONS PER PROJECT CLOSEOUT. SHEETS, FINISH DETAILS, CABINETRY SHOP DRAWINGS, ETC., TO THE ARCHITECT/ DESIGNER EN REVIEW. DR. E PINS AND OTHER POWER- ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE (SERIES 1500, 0.14" ATERALLY SUPPORTED N ACCORDANCE WITH THE DETAILS. IHE ARCHITECT WILL RETAIN ONE (B COPY OF EACH SUBMIT 1At FOR THEIR RECORDS AND RETURN THE DIAMETER UNLESS OTHERWISE NOTED) AS MANUFACTURED 8" RAMSET/RED TAD OR AN APPROVED 09900 PAINT OTHERS WITH A STAMP OF APPROVAL IU THE CONTRACTOR. EQUIVALENT N SI RE NGTH AND EMBEDMENT. INSTALL N STRICT ACCORDANCE WITH IC BO REPORT NO.1639. 06100 ROUGH CARPENTRY N ACCORDANCE WITH THE PANT AND DECORATING CONTRACTORS OF AMERICA MAvUAL, PROV.DF MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1" uNI.FSS OTHERWISE NOTED. MANTAS AT LEAST 3" TO PROVIDE ROUGH LUMBER CONSTRUCTION FOR MISCELLANEOUS CPRPENTRY WORK AS INDICATED. FURNISH 01000 SUMMARY OF WORK NEAREST CONCRETE EDGE. ONLY "DRY" LUMBER. FIRE TREATED LIIMDER IS REQUIRED FOR THE APPLICATION. PROVIDE BACKING BASE /SEALER COAT NEC TWO FINISH COATS OF LATEX PAINT ON AIF 'WAI I SURFACES. FOR PANTED NNCOD THE PROJECT CONSISTS OF DEMOLITION AND TENANT IMPROVEMENTS OF A NEW 746 SOUARF FOOT RETAIL. FOR SUPPORT OF ITEMS PROVIDED BY OTHER TRADES. SURFACES. PROVIDE BASF /SCALER COAT AND TWO FINISH COATS OF ALKYD ENAME'_ PAINT, FINISH AS 05500 METAL FABRICATIONS INDICATED ON THE SCHEDULES. Si ORE LOCAL ET N SPACE •448 0 SOUTHCENTER MAIL, TUKWII A, WA STRUCTURAL STEEL: DESIGN, FABRICATION PNO ERECTION SHALL BE BATED ON THE LATEST EDITIONS 06200 FINISH CARPENTRY 10000 MISCELLANEOUS SPFCIALT =S OWNER - FURNISHED EQUIPMENT'. THE OWNER WILL SUPPLY SOME EQUIPMENT REQUIRED FOR THE PRDJFCT TO OF THE MSC SPECIFICATIONS AND CODES. INSTALLATION OF DOORS AND ASSOCIATED HARDWARE, ARCHITECTURAL MOLDINGS AND TRIMS, AND RETAIL GENERAL CONTRACTOR TO CONFIRM AND COORDINATE FI %IUPE DIMENSIONS, LOCATIONS .00 IHE CONIRACIOR FOR INSTALLATION. THE CONTRACTOR SIIAIL INFORM THE OWNER OF THE SCHEDULE AND FIXTURE SYSTEMS AND INDICATE0 ON THE DRAWINGS. INSTALL WOODWORK FOLLOWING ACCEPTED TRADE PROVIDE THE TIME WHICH THE EQUIPMENT WILT. BE REOUIRED AT THE JOBSITE. THE CONTRACTOR SHALL 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN. INSTALLATION METHODS. COORDINA.E LOCATIONS FOR ALL UTILITIES. PRACTICES USING iRANED CREW WITH A MINIMUM OF THREE YEARS EXPERIENCE ON SIMILAR YIORK_ PROVIDE THE FOLLOWING ACCESSCRIFS COMPONENTS REVIEW THE ITEMS SUPPLIED BY THE OWNER AND INFORM THE OWNER IMMEDIATELY 10 THE PRODUCTS ARE 2. CODE OF ST ANNA) PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DAMAGED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ITEMS FROM THE TIME OF RECEIPT UNTIL FINAL DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1- "THIS APPROVAL PROVIDE CASEWORK CABINETRY PER THE PROFILES AND CRITERIA INDICATED IN THE DRAWINGS. THE - HANDICAP ACCESSIBLE SIGNAGE. ACCEPTANCE BY THE OWNER. THE CONTRACTOR SHALL COORDINATE AND SUPPLY UTILITY CONNECTIONS, AND CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN CONTRACTOR SHALL SUDMIT FOR REVIEW BY THE DESIGNER SHOP DRAYIING INDICATING ALL DIMENSIONS, - TYPE 2A CLASS 108 FIRE EXTINGUISHER PER 3000 SF AND 75 FEET OF TRAVEL, STRUCTURAL SUPI'TN1 FON OWNER- FURNISHED EQUIPMENT. ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE PROPOSED CONSTRUCTION METHOD,& ACCESSORIES ALONG WITH A SUBMITTAL OF PROPOSED MATERIALS FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS." FOR APPROVAL BY THE ARCHITECT. 10425 SIGNAGE 01027 APPLICATION FOR PAYMENT 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM 0325 OR 0490 DOLTS. 0801 METAL FRAMES FABRICATE AND INSTALL EXTERIOR SIGNAGE AS INDICATED ON THE DRAWINGS. OBTAIN NECES WITH APPLICATION FOR PROGRESS PAYMENT, SUBMIT SCHEDULE OF VALUES, COMPLETED MA FORM G 702 16 GAUGE MINIMUM, WELDED CONSTRUCTION, MORTISED: GROUT ALL FRAMES SOLID AS REQUIRED FOR FIRE FROM THE LOCAL JURISDICTION. AND CONTINUATION SHEET G 703, WAIVERS OF MECHANICS LIEN FOR WORK COMPLETED, STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS. RATINGS. 15300 FIRE PROTECTION 01300 SHOP DRAWINGS. PRODUCT DATA, SCHEDULES TYPE OF MEMBER ASTM SPECIFICATION FY 08210 'HOOD DOORS A. PLATES. SHAPES, ANGLES, LAND RODS A36 36 KSI PROVIDE FLUSH PAINT GRADE DOORS TO RECEIVE A PANTED FINISH SET IN PANT GRADE WOOD FRAME- MODIFICATIONS TO THE EXISTING BRE PROTECTION SYSTEM SHALL BE 'DESIGNED AND ENGINEERED By THE TO BE SUBMITTED WITHIN TWO WEEKS OF AWARD OF BID PAID AS REQUESTED, 0 TRIPLICATE. B. STRUCTURAL TUDING (SQUARE OR REC TANCULAN A500 (GRADE B) 46 KSI CONFORM TO REQUIREMENTS OF Awl QUALITY STANDARDS. PREMIUM GRADE. LABELED AS REQUIRED FOR CONTRACTOR FOR COMPLIANCE WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITIES. COORDINATE WITH SUBMIT THE FOLLOWING C. ANCIITN BOLTS (EMBEDDED IN CONCRETE) 0307 FIRE RATING. MAXIMUM DIAGONAL DISTORTION 1/16 ", CORNER TO CORNER. THE MALL REGARDING SPECIFIC INSTALLATION AND DESIGN REQUIREMENTS. CONTRACTOR'S CONSTRUCTION SCHEDUIF D. CONNECTION BOLTS (.5/4 ROUND, UNLESS SHOWN A325 -N 08305 ACCESS DOORS 15400 PLUMBING WEEKLY CONSTRUCTION REPORTS OTHERWISE FLUSH PANEL DOORS FABRICATED FROM 14 -GAGE SHEET STEEL. WITH CONCEALED SPRING HINGES NA PROD' DRAWINGS PRODUCT DATA ALT. A -325 CONNECTION BOLTS SHALL BE APPROVED SELF LOAD INDICATING TYPES (SUCH AS CONCEALED CONTINUOUS PIPNO HINGE SET TO OPEN 1]5 DEGREES, SCREWDRIVER OPERATION, FINISH SAMPI FS BETHLEHEM LOAD INDICATOR BOLTS, LEJEUNE TENSION CONTROL BOLTS, ETC.) AND SHALL HE INSTALLED WITH MANUFACTURER'S FACTORY- APPLIED PRIME PAINT. 15880 NR DISTRIBUTION IN STRACT ACCORDANCE WITH THE MANUFACTURER'S PUDLISHED RECOMMENDATIONS. 08700 HARDWARE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, PERMITTING. AND INSTALLATION. 01500 TEMPORARY FACILITIES ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL DE PERFORMED BV PROVIDE SCHLAGE, CORBIN, OR PPPROVED HARDWARE GROUPS, LEVER STYLE TRIM,DHMA •626_ DRAWINGS INDICATING THE DESIGN SHALL O SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL AT CONTRACTOR WILL PROVIDE ALL TEMPORARY FACILITIES. PROVIDE MALL BARRICADE PER MALL STANDARDS, WABO TENTITIED WELDERS USING E70 XX ELECTRODES. ONLY PNEDUALIFIED WELDS (AS DEFINED BY 'AWS) TIME OF BID. SPECIFIC REQUIREMENTS SHALL BE AS FOLLOWS. 01600 MATERIALS AND EQUIPMENT SHALL BE USED 08800 GLASS AND GLAZING PROVIDE PRODUCTS THAT COMPLY WITH THE CONTRACT DOCUMENTS, THAT ARE UNDAMAGED, AND UNLESS COLD - FORMED STEEL FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON TIIE PLANS: PROVIDE GLASS AND GLAZING THAT HAS BEEN PRODUCED, FABRICATED, AND INSTALLED TO WITHSTAND - CONFIRM THE EXISTING SYSTEM IS N GOOD WORKING ORDER. OTHERWISE INDICATED, UNUSED AT THE TINE OF INSTALLATION. ALL PRODUCT SUBSTITUTIONS FROM NAMED A. COLD- FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE AND GAUGE SHOWN ON THE NORMAL THERMAL MOVEMENT. AND IMPACT LOADING. ALL TEMPERED GLAZING TO BEAR MANUFACTURER'S PROVIDE THE ARCHITECT WITH A BALANCING REPORT AT THE COMPLETION OF THE PRGJECI INDICATING THE PRODUCTS MUST BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. ALL PRODUCT SUBSTITUTION PLANS. NOTATIONS ON THE DRAWINGS. RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING PERMANENT LABELS INDICATING TYPE OF GLASS INSTALLED. ACTUAL AR VOL, NES MEASURED AT EACH DIFFUSER LOCATION. REQUEST MUST BE OF PRODUCTS IN KEEPING WITH THE CONTRACT DOCUMENTS. ITEMS, REFER TO CATALOG NUMBERS OF MEMBERS MANUFACTURED BY ANGELES METAL SYSTEMS. PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED FOR FRAMING SHOWN, PROVIDED THEY ARE 09100 LIGHT GAUGE FRAMING 16000 ELECTRICAL 01700 PRGJECI CLOSEOUT EQUIVALENT IN SHAPE, 512E, STIFFNESS, ANT STRENGTH. ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW CHANNEL TYPL METAL STUDS 3 -5/8" THICK UNLESS NOTED OTHERWISE OR AS REDID i0 ACCOMMODATE ELECTRICAL CONTRACTOR SHALL 3E RESPONSIBLE FOR THE DESIGN, PERMITTING, AND INSTALLATION. DRAWINGS INDICATING THE DESIGN SHALL BY SUBMITTED TO THE DESIGNER FOR REVIEW AND APPROVAL I'ROR TO AT THE COMPLETI(IN OF THE PROJECT, FINAL CLEANING SHALL BE PERFORMER BY EXPERIENCED WORKERS BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. ALL COLD-FORMED STEEL FRAMING THE CONDITION IN A GAUGE RECOMMENDED BY THE USG HANDBOOK, FURRING CHANNELS SHALL BE OR PROFESSIONAL CLEANERS. SUBMIT STANDARD MAUFACTURER'5 WARRANTIES,ALL INSPECTION REPORTS, ALL SHALL CONFORM TO THE AsHISPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL "HAT" SHAPED W/ HEMMED EDGES: WIRE SHALL BE SOFT - ANNEALED 8 GAUGE. PROVIDE SELF- DRILLING INS- ALLATION OPERATING AND MAINTENANCE MANUALS, AND COMPLETE ALL ITEMS ON PUNCHLIST. ALL WORK AND MEMBERS." SELF-TAPPING SCREWS, AND EXPANSION ANCHORS WHERE NECESSARY. PROVIDE SEISMIC BRACING AS EOUIPME NT SHALL HE WARRANTED FOR A MINIMUM OF ONE (1) YEAR FROM INSTALLATION. B. MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS REQ'D BY THE LOCAL JURISDICTION. REFER TO SPECIFICATION SECTION 05500 FOR ADDITIONAL CRITERIA. THE FOLLOWING SPECIFIC COMPONENTS WILL BE PROVIDED' FOLLOWS. - LIGHTING AS INDICATED ON THE DOCUMENTS AND SCHEDULET. 02050 DEMOLITION ASTM A446, GRADE D FY • 50 KSI 12,14, AND 16 GAUGE - CONNECTIONS TO EQUIPMENT ,JDICATED OR SPECIFIED. LIMITED DEMOLITION WORK IS REQUIRED FOR WORK. REVIEW TIIE REQUIREMENTS FOR NEW WORK AND ASTM A446, GRADE A FY - 33 1701 18 AND 20 GAUGE %, DRYWALL TYPICAL, TYPE "X" AT PARTITIONS INDICATED TO BE FINE- RATED. PROVIDE BEADEX OR - COMMUNICATION WIRING FOR T - -: LEPHONE SYSTEM CONNECTIONS FROM OUTLETS INDICATED TO PANEL PROVIDE COMPLETE REMOVAL OF GI. ITEMS WHICH WILL INTERFERE WITH THE INSTALLATION OF NEW WORK. C. WELDING OF COLD- FORMED METAL FRAMING SHALL CONFORM TO AWS 01.3 AND SHALL BE PERFORMED USG METAL TRIM PIECES: PROVIDE JOINT TYPE, JOINT COMPOUND, FINISH JOINT COMPOUND. AND PROVIDE BOARD. ALL MATERIALS ARE TO BE REMOVED AND DISPOSED OF IN A LAWFUL MANNER. BY WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. SMOOTH WALL FINISH ALL LOCATIONS. ALL CORNERS ARE TO RECEIVE METAL CORNER TRIM - PROVIDE EMERGENCY ILLUMINATION AT EACH EXITWAY AND STAR PER UDC. D. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 20 HDS 400 STUDS ACCESSORIES. ALL INTERIOR PARTITIONS ARE TO RECEIVE ACOUSTIC INSULATION AS REQUIRED - PROVIDE LIGHTING SWITCHING AT LOCATION INDICATED ON THE DRAWINGS. 3300 CONCRETE R 10 OC AT INTERIOR WALLS & 20 HDS 600 STUDS AT 16" OC AT EXTERIOR WALLS. TWO STUDS TO OBTAIN A MINIMUM WALL ASSEMBLY RATING OF STC 50. - PROVIDE CONNECTIONS TO MALL SMOKE ALARM SYSTEM. TE PERMIT CONCRETE SHALL BE MIXED, PROPORTIONED. CONVEYED AND PLACED IN ACCORDANCE WITH UBC SECTION MIN. SHALL BE PROVIDED AT THE END OE ALL WALLS & AT EACH SIDE OF ALL OPENINGS. TWO 20 HDS SEPARA FOR: 2605 AND AC1301. CONCRETE SHALT. ATTAIN A 28-DAY STRENGTH OF F'0 - 3,000 PSI AND MIX SHALL 600 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR REQUIRED CONTAIN NOT LESS THAN 5 -' /z SACKS OF CEMENT PER CUBIC YARD N SHALL BE PROPORTIONED TO MULTI -STUD OR STEEL COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. . f/1 MECMI�NICA� PRODUCE A SLUMP OF 5" OR LESS. THE MIN. AMOUN IS OF CEMENT & MAXIMUM AMOUNTS OF WATER MAY PROVIDE CONTINUOUS FULL WIDTH BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 0 IN HEIGHT. ALL YUECTRICAL• BE CHANGED IF A CONCRETE PERFORMANCE MIX I5 SUBMITTED TO THE STRUCTURAL ENGINEER T BUILDING STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW W/ •B SCREWS R 16" p1 UMRING V A R E Y e� 5s1` STERED 1'I `fr CT �LM�/ `\ � I /IT /� p `STATE OF WASHINGTON GENERAL NOTES PROJECT INFORMATION VICINITY M P ❑ GAS PIPING SYMBOL LEGEND ABBREVIATIONS TUK�'T11 PROJECT NAMES MAGNETISM PROJECT LOCATIONS SOUTHCENTER MALL 633 HCENTER T AL SEATTLE, WA 98188 -2888 PROPERTY MANAGER, JACOBS BROTHERS CO. 25425 CENTER RIDGE ROAD LEVELAND, OH 44145-4122 USE: RETAIL STORE OCCUPANCY: M CONSTRUCTION TYPE: �V -N"'� CODE UNIFORM BUILDING CODE 1994 EDITION PROJECT AREA 746 S.F. ARCHITECT, DAVID J. MURPHY MURPHY - VAREY 1932 FIRST AVENUE, STE 1100 SEATTLE, WA 98101 GI'i�' F DIVISION BUILDING DOOR TYPE ABBREVIATION TERM HOT HEIGHT N INCHES 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER SEE APIPRO STRUCTURAL, PLUMBING, MECHANICAL, AND CIVIL. 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN A. TO COLUMN CENTER LINE B. TO FINISH FACE OF CMU OR GWB. 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. S. FIELD VERIFY ALL EXISTING CONDITIONS. 6. ELEVATIONS AND LEVELS: A. ALL NUMERICAL NOTED TH ARE TO TOP OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR COLUMNS INDICATED. 8. ALL INTERIOR GYPSUM WALL BOARD IS" TYPE X CNN ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, ESILOS AS DIMENSIONED OF WA ON FLOOR PLANS. SEE NOTE 9 FOR LOCATION OF WATER RESISTANT GWB. 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILETS, JANITOR'S CLOSETS AND BEHIND INTERIOR BRICK WORK. N AND MAX MXIMUM INSULATION N AT M MAXIMUM ABV CLG ABOVE CEILING MECH MECHANICAL ACT ACOUSTICAL TILE ADJ ADJACENT OR ADJUSTABLE MANE MANUFACTURER MIN MINIMUM AFT ABOVE FINISHED FLOOR MISC MISCELLANEOUS PLUM ALUMINUM MO MANSONRY OPENING ARCH ARCHITECT, ARCHITECTURAL MTD MOUNTED AUTO AUTOMATIC MTL METAL BLDG BUILDING N/A NON APPLICABLE BLKG BLOCKING N NOT N CONTRACT CJ CONTROL OL JOINT NO NUMBER CLG CEILING NOM NOMINAL CMU CLEAR NCS NOT TO SCALE CMU CONCRETE MASONRY UNIT OC ON CENTER COL COLUMN OPNG OPENING CON. CONCRETE OPP OPPOSITE COST CONTINUOUS PL /LAM PLASTIC LAMINATE CORK CORRIDOR PLMG PLUMBING DF -' DRINKING FOUNTAIN PMR PROTECTED MEMBRANE ROOFING DIM DIMENSION PREFAB PREFABRICATED TN DOWN PSF POUNDS PER SQUARE FOOT DS DOCUMENT SET PSI POUNDS PER SQUARE NCH DWG DRAWING PVC PAPER TOWEL DISPENSER EA F EXHH PVC POLYVINYL CHLORIDE EF EXHAUST FAN PWD PLYWOOD EJ EXPANSION JOINT R RADIUS EL ELEVATION RCMP REINFORCED CONCRETE MASONRY ELEC ELECTRIC(AL) I UNIT (CONTRUCTION) ENG ENGINEER RD ROOF DRAIN EO EQUAL REINF REINFORCED, REINFORCEMENT EQUIP EQUIPMENT REED REQUIRED EXST EXISTING SD SOAP DISPENSER OR SMOKE DETECTOR E %T EXTERIOR SF SQUARE FOOT (FEET) FEC FIRE EXTI600NTR CABINET SIM SIMILAR FF FINISHED FACE 30 SQUARE FIN FINISH SS STAINLESS STEEL FIO FURNISHED AND INSTALLED BY OWNER FLASH FLTD NN STD STEEL FND FOUNDATION STRUC STRUCTURE OR STRUCTURAL FOIL FURNISHED BY OWNER. TPD TOILET PAPER DISPENSER INSTALLED BY CONTRACTOR TRT /WO TREATED WOOD (PRESERVATIVE) FS, FOS FACE OF STUD TYP TYPICAL FT FOOT, FEET UNO UNLESS NOTED OTHERWISE FTG FOOTING VERT VERTICAL GA DACE CALV GALVANIZED VIF VERIFY IN FIELD (EXISTING CONDITION) MB GYPSUM WALLBOARD VOL VOLUME GYP /SHT GYPSUM SHEATHING W/ WITH HW HARDWARE HDWD HARDWOOD W/O WOOD T HM HOLLOW METAL WN WATERPROOFING, WATERPROOF, HRR HORIZONTAL WEATHERPROOF HR HANDRAIL 002 B HARDWARE GROUP O SINK ELEVATION CALLOUS A -4 SEE SHT A -4 A TELEPHONE JACK • DATA PORT ELECTRICAL OUTLET A PARTITION CALLOUS V SEE SRI A -5 KEYNOTE CALLOUS 1 Lt ' I] • l� A PI ',A I.nr All TDI�1 1 DRAWN BY: GAK CHECKED BY: DJM DATE 9-20-96 ' 44 SPACE # 8 1 HR FIRE -RATED PARTITION REVISIONS' NEW WALL 6 D DESIGNATED UTILITY OUTLET Cp E EXISTING UTILITY OUTLET TO BE REUSED LIGHT FIXTURE .COLOUR (P-1 ) FINISH MATERIAL CALLOUT INDEX TO DRAWINGS 10. BEFORE PATCHING ANY FIRE -RATED C.M.U. PARTITION, FILL ANY EXPOSED CELLS SOLID WITH GROUT. 15. ALL VERTICAL PIPING AND COLUMNS, EXPOSED IN ROOMS N , ALL FINISH CEILING HEIGHTS SHALL BE AT B' -6" ABOVE FINISH SHALL BE FURRED WITH METAL STUDS AND DRY WALL AND FLOOR UNLESS NOTED OTHERWISE ON REFLECTED CEILING PLANS. FINISHED TO MATCH ADJACENT WALLS, UNLESS NOTED OTHERWISE. EXCEPTIONS. 12. PROVIDE FINISH WALL UNDER AND BEHIND ALL EQUIPMENT A ELECTRIC CLOSETS C. MECHANICAL RCOMS AND CASEWORK. 8. TELEPHONE CLOSc'TS D. STPJRS 13. LOCATIONS AND SIZE OF CEILING AND WALL ACCESS PANELS SHALL BE DETERMINED BY THE POSITION OF VALVES AND 16. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND OTHER MECHANICAL AND ELECTRICAL ITEMS WHICH REQUIRE PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE ACCESS. THE CONTRACTOR SHALL COORDINATE WITH ALL BRACED PAID FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED TRADES. THE ARCHITECT SHALL REVIEW AND APPROVE ALL WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE AND /OR FINAL LOCATION OF ACCESS PANELS PRIOR TO INSTALLATION., ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE FIRE STOP 14. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHONE, MATERIAL. OR OTHER OUTLETS. 17. ALL INTERIOR AND EXTERIOR WOOD BLOCKING SHALL BE TREATED. i>516.,,,ob3R A-1 COVER SHEEP AND INDEX A-2 FLOOR PLANS, AND REFLECTED CEILING PLANS, DEMO AND NEW A-3 STOREFRONT ELEVATION, SIGNAGE A.4 INTERIOR ELEVATIONS, CASEWORK A.5 SCHEDULES AND DETAILS SHEET TITLE: COVER SHEET ---- °'"- -- f FILE COPY star that lHC PIaII Check apprnv, IS arc Hslo e"o'�e ^(IOmisslons a ^�1 app'ova^l �oqf�F ,,, o a1'o" M•Cn"Y'b ElruEi �vllA io . 1� . " a1 , ,�uv (T of 01 2 9996 - �p {,y ,�I,II pl. veU 4'la '' ' L PERMIT CENTER fp � - -- — D(�orl'lr7- -Q ��j.��/ .. . 0 1JE'I 4'_— `- '- `' -_ -- SHEET NUMBER: GENERAL DEMOLITION NOTES' 1, ATTACHED FLOOR PLANS HAVE BEEN GENERATED BASED UPON INFORMATION AVAILABLE. THE GENERAL CONTRACTOR SHALL REVIEW THE SCOPE OF THE WORK AND NOTIFY THE ARCHITECT OF OISCREPENCIES BE1 WEEN THE DRAWINGS AND FIELD CONDITIONS. 2. PATCH AND REPAIR ALL AREAS WHERE DEMOLITION JOINS NEW WORK. 3. REMOVE ALL EXISTING RUBBER BASE. 4. REMOVE EXISTING FINISHES WHICH ARE INCOMPATIBLE W/ FINISHES SPECIFIED. PROVIDE PATCHING TO RECEIVE NEW FINISHES SPECIFIED. 5. DISPOSITION OF ALL SALVAGED MATERIALS WILL BE DETERMINED BY IHE LANDLORD. 6. REMOVE ALL ELECTRICAL OUTLETS, BOXES AND DEVICES WHICH HAVE BEEN ABANDONED AND CAP ALL ABANDONED PLUMBING BEHIND FINISHED SURFACE. DEMOLITION KEYNOTES, (PLAN) 1. REMOVE EXISTING CABANET. 2. REMOVE EXISTING WALL 3. REMOVE EXISTING SINK 4. REMOVE EXISTING PLUMBING INCLUDING EXISTING HOT WATER HEATER 5. REMOVE SURFACE MOUNTED ELEC. AND CAP PLUMBING BEHIND FINISHED SURFACE. 6 RETAIN EXISTING SECURITY GRILLE. 7. REMOVE FLOOR COVERING 8. REMOVE RECITE 9. REMOVE EXISTING LOOSE TILE THIS AREA. 10. CAP Pli 'MBI80 BELOW FINISHED SURFACE 11. ELM,' - THERMOSTAT SEE ELEVATIONS, REMOI. OUTLET AND PHONE JACK 12. REMOVE MERCHADISE WALL PANELS 13. REMOVE EXISTING BARACADE & CONSTRUCT NEW BARACADE PER MALL STANDARDS. 14. SEE SHT. A -3 FOR INFORAMTION REGARDING DEMOLITION OF STOREFRONT DEMOLITION PLAN SCALE: I/q' - 1' -0" KEYNOTES: (PLAN) 1. PREPARE ALL WALLS TO RECEIVE PAINTED SURFACE. 2. EXISTING GRILLE, REUSE. 3. FLOOR MOUNTED TELEPHONE AND POWER. DEDICATED & ISOCLATED 4. PROVIDE ZINC ACCENT STRIP BETWEEN MALL TILE AND STORE INTERIOR. 5. FREE STANDING FLOOR FIXTURES, OWNER FURNISHED & CONTRACTOR INSTALLED. 6. NOT USED. 7. CASHWRAP, OWNER FURNISHED CONTRACTOR INSTALLED. B. NEW GWB PARTITION, SEE DETAIL. 9. REPAIR FLOOR WHERE PARTITION HAS BEEN REMOVED. FLOOR PLAN GENERAL NOTES, 1. REFER TO SHT A -5 FOR WALL PARTITIONS DUALS. 2. PROVIDE ONE CLASS 'A' FIRE EXTINGUISHER, PER 3000 S.F. OR 70 FT OF TRAVEL DISTANCE. NEW FLOOR PLAN SCALE: I/" -1' -0" 17% oc43� DEMOLITION KEYNOTES, (CEILING) 1. NOT USED. 2. RETAIN EXISTING MECHANICAL DISTRIBUTION. 3. REMOVE EXISTING LIGHT FIXTURE AND RETAIN FOR REUSE. 4. EXISTING CEILING TO REMAIN. 0. REMOVE SOFFIT. 6. REMOVE EXISTING MECH. GRILLE FOR RELOCATION RCP DEMOLITION PLAN SCALE : /4 - KEYNOTES, (CEILING) 1. RELOCATED EXISTING LIGHT FIXTURE. 2. NEW LIGHT DAR, MOUNT RAIL 8 8' -0 ". SEE SILT .44-5. 3. NEW SIGNAGE. SEE SHT •A -3. 4. NOT USED. 5. EXISTING SUSPENDED CEILING SYSTEM. REPAIR AS REQUIRED. 6. EXISTING AIR DISTRIBUTION SYSTEM, REUSE. 7. EXISTING SPRINKLER DISTRIBUTION SYSTEM. REUSE. 8. PATCH CEILING WHERE SOFFITS HAVE BEEN REMOVED. 9. REUSE EXISTING SECURITY GRILLE. 10. NEW CWB SOFFIT, SEE DETAIL SHT. A -3. 11. RELOCATED AIR DIFFUSER. C.L. LIGHT BAR C.L. LIGHT BAR REFLECTED CEILING PLAN CITVROFEiuKwlLq 0 4 8 16 OCT 0 2$0,16 PERMIT CE ER MURPHY VAREY 1 il$ I5TERE0 `STA OF WASHINGTON l MAGNETISM SOUTHCENTER MALL DRAWN BY: GAK CHECKED BY: DJM DATE: 9 -25-96 REVISIONS. SHEET TITLE: FLOOR PLAN DEMOLITION AND NEW SHEET NUMBER, A - 2 .'44'4 T ■■ I I ■ 2I ■ _ IIC) l'■ ■ ° ■■ 1-1• LA ■■II "' ■ ■ ■ ■ ■■ 1 ■ ■� ■ ■ ■� f r ■■ I ° 1n■■WI o MOM ■ ■ ■■1I MOMMIMI - -J NO RCP DEMOLITION PLAN SCALE : /4 - KEYNOTES, (CEILING) 1. RELOCATED EXISTING LIGHT FIXTURE. 2. NEW LIGHT DAR, MOUNT RAIL 8 8' -0 ". SEE SILT .44-5. 3. NEW SIGNAGE. SEE SHT •A -3. 4. NOT USED. 5. EXISTING SUSPENDED CEILING SYSTEM. REPAIR AS REQUIRED. 6. EXISTING AIR DISTRIBUTION SYSTEM, REUSE. 7. EXISTING SPRINKLER DISTRIBUTION SYSTEM. REUSE. 8. PATCH CEILING WHERE SOFFITS HAVE BEEN REMOVED. 9. REUSE EXISTING SECURITY GRILLE. 10. NEW CWB SOFFIT, SEE DETAIL SHT. A -3. 11. RELOCATED AIR DIFFUSER. C.L. LIGHT BAR C.L. LIGHT BAR REFLECTED CEILING PLAN CITVROFEiuKwlLq 0 4 8 16 OCT 0 2$0,16 PERMIT CE ER MURPHY VAREY 1 il$ I5TERE0 `STA OF WASHINGTON l MAGNETISM SOUTHCENTER MALL DRAWN BY: GAK CHECKED BY: DJM DATE: 9 -25-96 REVISIONS. SHEET TITLE: FLOOR PLAN DEMOLITION AND NEW SHEET NUMBER, A - 2 I EXISTING —• MIRROR TO REMAIN \ i1 N RETAIN EXISTING ,, GRILLE I n�T MF�� „ jl llV t�����uVLI J� /�I i EXISTING GRILL TO REMAIN NEW /" TEMPERED GLASS iii" 1 1 1111. 111.-111I♦.11I STOREFRONT ELEVATION SCALE: yo" - 1' -D" _L NEW FLOOR FINISHES, SEE PLANS II II EXISTING MALL TILE, PATCH 6 REPAIR PROVIDE LEVEL TRANSITION TO NEW FLOOR SURFACE ODETAIL — PARTIAL FLOOR PLAN 7 D9b-003.2 EXISTING MALL CEILING REPAINT SURROUNDING MALL FINISHES PER MALL STANDARDS REPAINT SURROUNDING MALL FINISHES PER MALL STANDARDS INFILL FRAME VV/FORMED SHT 3TL ALL SIDES P -6 NEW 4x4 CROSS TUBE D EXISTING TUBE STL� EXISTING DISPLAY WINDOW TO REMAIN PAINT WINDOW FRAME EXISTING BASE REFINISH EXISTING C) STOREFRONT FRAMES REMOVE EXISTING SIGN & SOFFIT RETAIN EXISTING MIRRORS RETAIN EXISTING TUBE STRUCTURE DEMOLITION ELEVATION EXISTING WALL REMOVE EXISTING STOREFRONT GLAZING RETAIN EXISTING GLASS RETAIN EXISTING CURB BASE BLUE RASED ACRYLIC LETTERS BACK LIT WHITE RAISED ACRYLIC, BACK LIT RED RAISED ACRYLIC, BACK LIT FORMED SHT MTL %" GYAB 3 %" MTL FRAMING NEW GWB SOFFIT RECESSED DOWNLIGHT SEE PLAN FOR LOCATION EXISTING GLASS TO RERAN EXISTING MIL TUBE TO REMAIN _ MALL STRUCTURE EXISTING FACE OF MALL WALL, MODIFY SPRINKLER SYSTEM TO ACCOMMODATE NEW CONCEALED SPACE EL 72' -0 "' ILLUMINATED SIGNAGE FORMED MTL. PANLES n a_F EXISTING GRILLE EXISTING GRILLE TUBE TO REMAIN P -M1 EXISTING BASE OSECTIONG OSIGN DETAIL 1 SCALE' 1" - 1' -0" ELEVATION STOREFRONT SIGN NOTES, NOTE 1. STOREFRONT MUST BE SUPPORTED FROM THE FLOOR, HANGING FROM OVERHEAD STRUCTURE IS NOT PERMITTED. 2. GRIND ALL WELDS SMOOTH. — NEW MIL STOREFRONT CLADDING ED 6 ()METAL PANEL SCALE: 1" 1' -0" SECTION 1A SIGN DETAIL 1 SUBMIT FABRICATION DRAWINGS TO THE MALL FOR REVIEW PRIOR TO INSTALLATION. 2. FULL INSTALLATION TO BE UL RATED. 3. NO STICKER OR LABEL SHALL BE VISIBLE TO THE MALL. SCALE: 1" - SIGN BOX, PAINTED MTL LETTER CASEMENT, PAINT TO MATCH LETTERS ACRYLIC FACE NEON NEW MTL CLADDING SEE DETAIL 1/A -3 CITY 01 20KW,', n OP, T 0 2 1P PERMIT CENT-, MURPHY VAREY Af � ^ GISTERED i ; #0,. TECT 11 l/. t;:::.r In E OF WASHINGTON MAGNETISM SOUTHCENTER MALL DRAWN BY. GAK CHECKED BY: DJM DATE. 9-25-96 REVISIONS, SHEET TITLE STOREFRONT ELEVATION AND DETAIL SHEET NUMBER: A -3 _ N RETAIN EXISTING ,, GRILLE I RETAIN EXISTING TUBE STRUCTURE DEMOLITION ELEVATION EXISTING WALL REMOVE EXISTING STOREFRONT GLAZING RETAIN EXISTING GLASS RETAIN EXISTING CURB BASE BLUE RASED ACRYLIC LETTERS BACK LIT WHITE RAISED ACRYLIC, BACK LIT RED RAISED ACRYLIC, BACK LIT FORMED SHT MTL %" GYAB 3 %" MTL FRAMING NEW GWB SOFFIT RECESSED DOWNLIGHT SEE PLAN FOR LOCATION EXISTING GLASS TO RERAN EXISTING MIL TUBE TO REMAIN _ MALL STRUCTURE EXISTING FACE OF MALL WALL, MODIFY SPRINKLER SYSTEM TO ACCOMMODATE NEW CONCEALED SPACE EL 72' -0 "' ILLUMINATED SIGNAGE FORMED MTL. PANLES n a_F EXISTING GRILLE EXISTING GRILLE TUBE TO REMAIN P -M1 EXISTING BASE OSECTIONG OSIGN DETAIL 1 SCALE' 1" - 1' -0" ELEVATION STOREFRONT SIGN NOTES, NOTE 1. STOREFRONT MUST BE SUPPORTED FROM THE FLOOR, HANGING FROM OVERHEAD STRUCTURE IS NOT PERMITTED. 2. GRIND ALL WELDS SMOOTH. — NEW MIL STOREFRONT CLADDING ED 6 ()METAL PANEL SCALE: 1" 1' -0" SECTION 1A SIGN DETAIL 1 SUBMIT FABRICATION DRAWINGS TO THE MALL FOR REVIEW PRIOR TO INSTALLATION. 2. FULL INSTALLATION TO BE UL RATED. 3. NO STICKER OR LABEL SHALL BE VISIBLE TO THE MALL. SCALE: 1" - SIGN BOX, PAINTED MTL LETTER CASEMENT, PAINT TO MATCH LETTERS ACRYLIC FACE NEON NEW MTL CLADDING SEE DETAIL 1/A -3 CITY 01 20KW,', n OP, T 0 2 1P PERMIT CENT-, MURPHY VAREY Af � ^ GISTERED i ; #0,. TECT 11 l/. t;:::.r In E OF WASHINGTON MAGNETISM SOUTHCENTER MALL DRAWN BY. GAK CHECKED BY: DJM DATE. 9-25-96 REVISIONS, SHEET TITLE STOREFRONT ELEVATION AND DETAIL SHEET NUMBER: A -3 MURPHY CD TYP. GWB CD POP RIVET PANEL TO -WALL • PANEL FLR Rim, 'N 411' �i�, �� � T Y � iv t ; • �Y � I ♦ GRAPHICS A T a WALL MOUNI �O L' CHANNELS GLASS GLASS GRILLE II I II1 11 1 III 11 1 III 1 1I I II I III 1 I I BY OTHERS 1 SILVER POWDER T COAT 16 GA O ROLLED CEEL � VA AEY V W'L 1" RETURN ALL SIDES WELD CORNERS _, a nA ANGLE RILL /s" HOLES E- — 1 -10 y AI �, A EAST LEVATION III 1 II ssiv ,�- - �,�- -1 WALL TIC MAGNETIC DISPLAY SEE DETAIL 1/A -3 It SCORE LINE IN 1 ELEVATION C' WEST BASE MTL. METAL FACED SLOT WALL TL- FULL HT. P -1 TYP Rin Rg .y ^`} ✓'1 ,��} om, ,Q} Rin ^� G Rii. Ri, �i.. '. ,w. III �i, . �C I R �i -. . ° R �i.. . .,i: _ (QTR I I 11 II II 1 II 1 1 1 1 I I - T -I 1 1 I I I 1 II 1 1 11 I I �I I V - - - -.- - DOOR B DOOR SOUTH 1'-70" PROVIDE ANGLE TOP a� 6 BOTTOM, EA UNIT III III 111 III II - - I 1 1 I I I 1 1 i 1 r._ MAGNETISM SOUTHCENTER MALL ELEVATION PLAN SECTION WALL MOUNTED MAGNETIC DISPLAY 1 I — I- - - _ 1 1 I SCALE, FU • SIIE OWNER FURNISHED F D NORTH ELEVATION ELEVATION — GIP TYP CD INTERIOR ELEVATIONS CONTRACTOR INSTALL SCALE: /E - 1' -0" 16 GA FORMED MTL CASK REGISTER • SCREEN ® -\ CURVED 1� ACRYLIC PANEL V A ■1 I A = I o V I \ n ® 2 3 _ RECESSED BASE FRONT ELEVATION 2 "0" f O SCALE: i/5 • 1_0" BASE GROIAMET I ' ADJUSTABLE SHELVES ® L -2 BELOW /tASSMPOER ED G 4' -P / "R 1 OW I 43110 - - - -- --003 DETAIL - PLAN BACK ELEVATION PC1 SCALE %s" - 1._0" O SCALE: y2" - 1. -0" O DISPLAY FIXTURES CASHWRAP OWNER FURNISHED CONTRACTOR INSTALLED CASEWORK GENERAL NOTES: 1. COMPONENTS TO BE CONSTRUCTED OF 99' 5. ALL METAL TO BE CLEAR ANODIZED ALUMINUM, UNO. 454 DENSITY PARTICAL BOARD, UON. 6.G�ASS SHELVES AND CASE TOP TO BE 2. BLOCK ALL PANEL JOINTS. 6. CLEAR TEMPERED GLASS WITH POLISHED EDGE. 3. ALL EXPOSED SURFACES TO BE FINISHED. 7. REFER TO FINISH SCHEDULE FOR FINISH 4. PROVIDE LOW VOLTAGE, LOW PROFILE IDENTIFICATIONS. DISPLAY LIGHT IN DISPLAY CASE. 8. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. DRAWN BY GAK CHECKED BY: DJM DATE X25 -96 L 2 �1 32" H RECESSED H\ COUNTERTOP PL_1 ADJ N SSEDISPLAYASE . / ` 1\iMiiii=iihIZMIM--- REVISIONS: 4150 WA711111EMI ■ SHEET TITLE: INTERIOR ELEVATIONS & CASEWORK A LEFT ELEVATION RIGHT ELEVATION L -3 ECEN[p 1ry g EM ? C„ "" ELEVATIONS SECTION ISOMETRIC 1199A ()EXTERIOR �� ()INTERIOR SCALE: /z" • 1' -0" SCALE: I/¢" -1' -0" SCALE: NTS PERMIT CENTER CASHWRAP SHEET NUMBER: A - 4 FINISH LEGEND SYMBOL MATERIAL MANUFACTURER MODEL COLOR NOTES P -1 PAINT PARKER PAINTS 5155N LOW GLOSS - LATEX ENAMEL P-2 PAINT SHERWIN WILLIAMS PRO AR 200 SW 1960 EG -SHELL - ALKYD ENAMEL 0-3 PAINT SHERWIN WILLIAMS PROM AR 200 SW 1960 FLAT - LATEX P -4 PAINT SHERWIN WILLIAMS PROMAR 200 SW 1812 GLC SS - ALKYD ENAMEL P -5 PAINT SHERWIN WILLIAMS PROMAR 200 SW 1663 GL SS - ALKYD ENAMEL P -6 PAINT SHERWIN WILLIAMS SYSTEM 4000 •059511 GL(, . 0S - ALKYD ENAMEL P-7 PAINT PARKER PAINTS 5155N EGGSHELL - LATEX ENAMEL RB -1 RUBBER BASE ROPPE 00 BLACK 6" COVE VCT -1 VINYL TILE TARKETT KEYSTONES •44E0 BLUE SERENITY CPT -1 CARPET KARASTAN STONE HARBOR •58058 METALIC DIRECT GLUE, FILL TILE JOINTS ACT -1 EXISTING ACT 2 X 2 ACT -2 ACOUSTICAL MATCH EXISTING MATCH EXISTING MATCH EXISTING FINISH SCHEDULE ROOM • ROOM NAME BASE FLOOR NORTH EAST SOUTH WEST CEILING CLG 0 ENTRY NOTES RETAIL STORE RB -1 T -1 &T-2 P -1 P -1 P-1 P -1 ACT -1 P -3 STORAGE RB -1 VCT -1 P -2 P -2 P -2 P -2 ACT -1 DOOR SCHEDULE DOOR SIZE THICK STYLE FINISH FRAME FR. FIN. JAMB HEAD SILL RATING COMMENT 001 EXISTING N/A N/A P -7 N/A P -3 N/A N/A N/A ®92 EXISTING N/A N/A P -7 N/A P -3 N/A N/A N/A HARDWARE SCHEDULE GROUP BUTTS LATCHSET DEADBOLTS SEALS CLOSURE SILENCER KICK THRESHOLD COMMENT A 1%z PR EXISTING EXISTING REUSE EXISTING LIGHTING SCHEDULE TAG SYMBOL QTY FIXTURE LAMP WATT TOTAL NOTES A I.0--.1 6 EXISTING LIGHT FIXTURE, RELOCATED (3) 32W BRIGHT WHITE 109 654 MATCH EXIST. DIFF. TYPE B p fl LIGHTOLIER 8650WH, LAMP HOLDER LIGHTOLIER 8605WH POWER JACK ALR, 50W, GBK EXEMPT LIGHTING. (DISPLAY) C NOT USED D 0 0 EXISTING DOWN LIGHT, RELOCATED SOW, CAP PAR 20 NSP EXEMPT LIGHTING.(STOREFRONT) E - __- 16 LIGHTOLIER •7610 LAMP HOLDER LIGHTOLIER •7610 LAMP HOLDER 55W, CAP PAR 20 NSP EXEMPT LIGHTING, (DISPLAY) F a 1 EXISTING 292 FLOUR. FIXTURE TO REMAIN 81 81 LIGHTING CALCULATIONS STORE AREA CALCS: • 773 50.FT. • STORE LIGHTING METHOD "A" RETAIL. BASE WATTS 756 SO.FT. x 1 • 756 WATTS STORE TOTAL • 735 WATTS. t7c1 -OD3a SUSPENDED CEILING SUPPORT DATA: LATERAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES OF MIN 12 GA SPLAYED IN FOUR DIRECTIONS (4 90° APART & CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CLG. THE LATERAL SUPPORTS SHALL BE PLACED 0 12'0' 0.0. IN EA DIRECTION, WITH THE FIRST POINT WITHIN 4' -0" FORM EA WALL. VERTICAL SUPPORTS SHALL BE 8 GA WIRE TO SUPPORT A MAX 16 SO FT OF CLG AND SADDLE TIED AROUND MAIN RUNNERS, PER CHAPTER 47.1812 UBC. CROSS RUNNERS ATTACHED TO MAIN RUNNERS BY SADDLE -TYING WITH ONE STRAND 16 GA HE WIRE OR APPROVERD EQUIVALENT PER CHAPTER 47.1812 UBC. DISCONTINOUS ENDS OF CROSS- RUNNERS AND MAIN RUNNERS TO BE VERTICALLY SUPPORTED WI*HIN 8" OF SUCH DISCONTINUITIES AS MAY OCCURR WHERE THE CEG IS IN1000/ ED BY A WALL. •12 GA WIRES SECURED TO THE MAIN RUNNER WITHIN 2" OF CROSS RUNNER INTERSECTION & SPLAYED 90° FROM EA OTHER AT ANGLE 0 45° FROM THE PLANE OF THE CLG 0 10-0" 0.C. MAX CROSS RUNNER COMPRESSION BRACE Y" PIPE W/ "12 GA WIRES 0 12' EA WAY OR 144 SO FT "12 GA WIRE 0 4' -0" 0.0. MAX EA WAY, TYP AIN RUNNER °SUSPENDED CEILING SUPPORT DETAIL SCALE: NTS SUPPORT FROM BEAM CLIP OR 681000UT FROM STRUCTURE .ILACT TILE AIN 2" WTED ASHER, P I/ ALL THREAD INSIDE CONDUIT COVER, MAX SPACING I/< CONDUIT COVER, PANTED P -6 MECHANICAL CONNECTION 16 GA CHANNEL, PAINTED 12 MM YELLOW NEON TUBE W/ REMOTE TRANSFORMER LIGHTOLIER •8605WH SNAP ATTACHMENT °LIGHT BAR DETAIL SCALE, 3" - 1' -0" SPOT HTS CH SEE LIGLIGHTING , SCHEDULE YELLOW NEON TUBE, EA SIDE LIGHT BAR t;.-„,?; 0 t;.-„,?; \ OF LIGHT BAR PLAN NOTE: CETER LIGHT BAR OVER CENTER OF CASHWRAP. LIGHT BAR DETAIL SCALE: I/" - 6-0 %" GWB TYPE 'X' NEW 3 5 %" MTL STUD 24" 0.C. SEALANT EA SIDE, TOP & BOT BASE AS INDICATED ON FIN SCHED -. PARTITION TYPE B - OGWB ON ONE SIDE SCALE. 1%' - 1' -0" RECEIVE[ pry OF TUN , OCT 011996 PERMIT CENT, MURPHY VAREY 551 ,ISTERED 9 TECT 1,10908< Of 800410GTON1 MAGNETISM SOUTHCENTER MALL DRAWN BY GAK CHECKED BY: 03M DATE: 9 -25 -96 REVISIONS: SHEET TITLE: SCHEDULES AND DETAILS SHEET NUMBER: A - 5