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Home My WebLink AboutPermit B92-0274 - SOUTHCENTER MALL - SWEET FACTORY - TENANT IMPROVEMENT• '1 • 5\NI PET FkTOPf 1 6cl‘diN, 0Q14 CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILAWASKINBTON_ 98188 -.., • ..„ 1 ,-... .. ,,, -.f..4-3 ,, ,,-"...-• , -:h. V: il, VI . i -,, ,.. t -,, • ', • .Y 4) 0 , ;!f <4 " Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B92 -0274 Type: B -BUILD Category: ACOM Address: 977 SOUTHCENTER MALL Location: Parcel #: 262304 -9004 Zoning: Type Const: II -N Gas /Elec: Wetlands: Water: N/A Contractor License No.: HARDESI099DG Units: 000 Building 001 Fire Protection: SPRINKLERED UBC Edition: 1991 Signature: BUILDING PERMIT Front: Left: Date: Status: ISSUED Issued: 09/17/1992 Expires: 03/16/1993 Type of Occupancy: STORE Slopes: Sewer: N/A TENANT SWEET FACTORY 977 SOUTHCENTER MALL, TUKWILA,';WA.98188 OWNER SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER R, CLEVELAND OH 44145 CONTACT EXPRESS PERMITS (SARA OR RICH) :Phone: 310 328 -6300 1327 POST AVENUE, SUITE H, TORRANCE, CA 90501 CONTRACTOR HARDESTY & STONE. INC. Phone: 619 544 -1251 614 5TH AVENUE, SUITE E, SAN DIEGO, CA 92101 ******************************************** * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** Permit Description: RETAIL INTERIOR TENANT IMPROVEMENTS. SETBACKS. Back: Right:. Valuation: 11,250.00 Total Permit Fee: '. 227.25 * * * * * * * * *;* Permit Center Authorized Signature Date` I hereby 'certify that I have read and examined this permit and know: the same to be "t.rue ;and correct. All provisions, ,of .law, and ordinances. governing th;1 work will be complied with, whether `specified her.'ein or not. The granting.;df this.f;perniit does not presume to give authority to violate or cancel thepr.ovisions of any other state or local laws regulating construction o the performance of.work. I am` authorized to for and obtain this building permit. (206) 431 -3670 Print Name:_;ottt. eeg. 6� s Title __ 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. PERMIT NC. CONTACTED ...... -'- i\---' DATE READY DATE NOTIFIED cr q v� ��' �- ` l c BY; (init.) ` PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 1:3 n ' 5 o "� 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) 00:4; SQUARE OCC. FEET LOAD A SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. AA PAPIT BUILDING - initial review AFIRE O PLANNING O PUBLIC WORKS BUILDING - final review REVIEW COMPLETED PROJECT NAME BUILDING:' ERMIT APPLICATION TRACKING SITE ADDRESS 1- c 17 92 CONSULTANT: Date Sent - Date Approved (ROUTED f� /17/ aR ,s' I � i tZ FIRE PROTECTION: ( � ) Sprinklers Detectors ( N/A �j' FIRE DEPT. LETTER DATE�j 'got_ INSPECTOR: INIT: r--- ZONING: ' ff REFERENCE FILE NOS.: I . ?j Z .�MIIIMUM SETBACKS: N- S- b , /o �z UTILITY PERMITS REQUIRED? ( ') Yes PUBLIC WORKS LETTER DATED: INIT: 84,47c TYPE OF CONSTRUCTION: INIT: ite 24/ SUITE N O. TOTAL OCC. LOAD IBAR/LAND USE CONDITIONS? UYes ( No UBC EDITION (year): w- 08/17!18 S TE ADDRESS_ SUITE # uThICEN 2 M ck 2. VALUE OF CONSTRUCTION - $ 1 1 1 1 2,50 3 ocrrIAC +c�a C 5tSCo PROJECT NAME/TENANT - �:. �_ ASSESSOR ACCOUNT # 2.(k) - 2 gDDLI - __,_ TYPE OF LJ New Building LJ Addition X Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: RETi41 L, I N'rE.R1 c)V . - if t4 ANT 1MPQUvalEt..-rr T-tx Arzc\-1 'fin t cm 3 BUILDING USE (office, warehouse, etc.) E ria 1 1..._ 1` ALL- NATURE OF BUSINESS: bULAA. CAI 'Ov SAL.es WILL THERE BE A CHANGE IN USE? O No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: co -75 Area of Construction: Lp -yb -- WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE ] No 0 Yes IF YES, EXPLAIN: - Pnc, �'.Ack) Jt.-, (7) t/Ir. 2F.-1�'_',,, C�:nttr r►uk >7 (WOO Ii, r '1 , «,1f 1 4•1 t OR HAZARDOUS MATERIALS IN THE BUILDING? c :O5 €1. i att -1 z) - PROPERTY O WNER � AC31) �% X P R E !E: %RM1 13 IPHONE 310 .598 ,coact` ADDRESS ZIP 132 ,T R./� Ave AvE STE I-4 - ot -s.CE , CONTRACTOR k10- 415 -t-- U rk� -Inc PHONE �lc CA - sL1t-{- Ioa�j ZIP CW 10 \ ADDRESS (, '.- WA. ST. CONTRACTOR'S LICENSE # tANz be , -7� 0 ci ci �i t XP. DATE •1 ,Q.- q ARCHITECT PHONE ADDRESS ZIP CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 . (206) 431 -3670 O G` - 0 co PLAN CHECK NUMBER BUILDING OWNER OR AUTHORIZED AGENT :.I::HER.EBY';CERTIFY:;THAT 1:HAVE'READ AND EXAMINED THIS AP.P.LICATI.ON' B E :TRUE ANQ CORRECT;.AND 1 AM AUTHORIZED TO APPLY FOR THIS : PERK SIGNATURE sw E' r rACTOR. PRINT NAME ADDR ,, T S s 6�+v SEE N CONTACT PERSON 3 �(6 ; �1 c ( AY P— BUILDIh PERMIT APPLICATION DESCRIPTION BUILDING PERMIT FEE >:> PLAN .CHECK.FEE >_ BUILDING SURCHARGE .' OTHER: TOTAL AMOUNT RCPT # DATE DATE 07/3/9 PHONE 3/0 3 .40 3c30 'r I + . ♦ 4.../.. TIbbrrZ�IW'ICe CA 9 o515/ PHONE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED i DATE APPLICATION EXPIRES COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS •■•••••■••• Assessor '• ••••'• Two sots (2) of Specifications • StructUral.CalOulatione•.•stamP:edby:a:Washingten.State,liceneed.....:!..•... enginoor Soils report stampod by a Washington State Li T.. 01)9 •••••-•:. :EnergY calculations stampod by a Washlngbn State ..• englneer.or'arChitect ••••.•:.•; . • Legal description • „.• '..•-•.•• • • : ••••••••:::.„. ••. -:::::•••-••• • • --• :••••••••• .••••••• -":::••••••••• 1. Working drawings, stamped by a Waehington.•State. licensed architect, which lncludo: Site plan " •• :•:•••: • • : :••••• . . Structural drawings • . drawings ••.• • Elovations . ' • Landscape plan . •.: . „ • ..: Completed utility permit application (one for entire project) . . . . . . • Li Six (6) sets of civil drawings: • • :•:..::•:•:. - I • NOTE4See:utility:•pormitaPplica...n:and:Ohel.11ist:fo....specilic:•titiliV.:0:::::::: submittal : requiromants. FIACK STORAGE ••• ::::::::'••••••••:,.:••••••:,,:•••••••••••••-•••••:-.:::. • ••••■••■■••■■•• Completecl building permit application .1 Assessor Account Number :. Two (2) sot of jilaris;:,Which inclUdcf:: ....:::•::.• :"..•• :•.•••••••••:•••••: :': •••• ••: ••::•••••• ••• ' ••'''.• ____. ,.., ,.., :•,. ::,.....,.... „ ,...:,....,..„..,.,.,.,. ...„,.........„.......„ .........,..,„ .,.....,:: ,.. , ..„ . :. . ' : • Buildinjflocir...Plart•iehoWing: :•::".••...... .,,..,• . „ „. . . . . . • .- •. • .. -:: . ::.. . • ; •,. , : .: : ,....... •:::•:;•...,:::::::,:: .,.. ::-:::::::::•••: ..::::::::::: , ::: ::: ••.:::::„•••:::: Entire ° ir racksWillbefocated*::::. .• Exit • 7 Dimensions Of all'aislei .........::::::: :•:::::: -,::: .., .... ::::'.'.::.; •••••• ::: Completed building permit application (one for each structure) Tenant space 1 leer plan showing rack storage layout, aisles and NOTE Includa dimansjons raCkS•theijbt,10dtii and and exit ways on :•• •-• • ••• : •-•••:,:••••':',•••• • • : .„ :1 I calculations stampod by a y■ie0 State licensed engineer (rack storage RESIDENTIAL ---- . '''' . •.,.. . • • , • NEW SJNGLE•FAMILY DWELLINGS/ADDITIONS ••• •-• • • ' •••• •• .... E Completed building •permit " application (one for each . . .Legal description • " ••••:" •••• • pi Assessor Account Ntimber .:. • : . • Two sets (2) of working drawings, which include: pi a n •777-77r.,7r0 (On p,lan, ow closest iygran. locat • Foundation plan lucludo cus 10 bu!u':ig, showing. • Floor plan w!dth and ono,. at • Building lelevations (all view Structural framing:plans:: Washington State •ErieroY. Code:data COMPleted utility permit appllcatton SUBMITTAL CHECKLIST • • • • • • • • r - ] Six (6)sats'of:site•plansahowing:•uttltps,„„:„ NOTE::::•B lan and :;sit aril* permit appl.cationandchockliot.forspe. • Additional, topographical and soils'inforinaiion!naji . •• . • •-• • .. Exit • ldoors;' , egress p atterils, ConStrUCtion ,.......„.„ ......: . ,.•: . :: . : „ :: .'.. :...;? . :, ... „.„ i .: . : !!!: :: to .,...,,::.!::.::.:.. : d: :..,:.. e ...‘: . , • i, , .. „,:.:.. : .:.,, i .,, , ' ,. p..... :.: i , :. . : . :. :6 , ... : . 8: :;. .: ; .;: , - :. . , .': ; „: .. r , : :.. i. , : ... . ,:,::..:„:... ..:::..:..,..........„.:.,.,......:.:.::„.......,...:..::..:...,:.::,::::::.::::.....:.......... .thss.s..tio„...sho,,04*.r.coos,i4c,oi„,ndrtieti3O,.,, a , .. , -.. ,,,,, : , :::: , ::::,:.: , ,H , :::: , ...:....,‘::::::::,:..,......i:::::;::::,:::,:::::::::::::::,::::::::: , : , ::: . •• .'•.. ttachmentfor,floOTer10.cellin; ....,:::: Str uctural r. may . structural ...:, ....., . :•:Structur,ca y lc b uI a er09u ii.e d. if ons:Stamp e r!.1?tu.:. ashington:ptee ta d ngi .. ..:.... : : • .::: : :- . .;: : ...:....- . ! • d . d by a al work i be done .......,....,........ NOTF • '..atiiityiiiork is .td be-dope,•','St.brnit•seperate ..tllity ......... r ................... , •• .. . . . •„.• .. •,„..........,. ....• .. „ : .. . . . . . .. . . . .•:•,: „.„.„....:.•.:,:.„ ,:••• ... .., .:.% ...., ., .. ..................a FiEROOF . . • . , . • . • . : . . . ••••::,..:•:•:: : • •• • .. .. :.•:..• . ...... . .. .:.........,;„ . ., . ,.......... .. ,... . ..: .. .. . ."...........:". .... , Ceinpleted:bulOing:perinit•e0OliOatien: ,7F,i,.:::: .. ::' ••••• Narrative describing existirio being retnoyedi:anq:• ."•• •:. . •:•• ••• • • .. • •• • • •. •,.::..,....,..,..,„......„.....„......,...........,................„...........,:„,..•...................,...::.:.......,..:,....,... ..... .. ,.::„...„:.........„,:,„....„„...:..,.,:.•:•:„.......,....:..::::::::..... . .: . : • .........::•::::::::::::-::::::::::::::•••••••••••••••• ••.. . ...............: ::. ::. • •••••• •• . .::::::: .,:.tnatenPl•being installed. •„•••.... ......... NOTO; latter:ii•re.cidiredPriOr.idfinillinsP.aCtiOri•end:S190.•,•::::.,,. • • ........... ..„. „.............,......,,,,.„.„.... ....„.:: • :,...,••••••••• •:." • • ..— ..... . ....... ,„..„,.ANTeNti!.A..rRi•i. . .. .. .. . . Assessor Account Number Two (2) sets 01 plans, whlch Inolude: E Detalis anlonna'satattlte dish and method 0! ....................... ............. .................................................. .. ..• • RESIDENTIAL REMODELS Two (2) sots of working drawings, which ncludo . . REROOFS ...................... Assossor Ocpent ••••■■••■• ASseese r:'•AOCoUrit Nurnher.:••:::::: • : ::••:::::::::::::::::•••::::::::,••••.••:":•:-::•-•••••::::-:::::,,:.•::::::•:.: • - - .. LCi space • :-..::::::::::-••:::- - :: : • • : • • .,Exi and ;prop osed ..Parkirt:'::::::::::•::::---,:. •::::":::::::;::::::::::•7•LanddCarie.,p1 11 P .ci PliCable;,1:0;• • change hande•Ofiu(4):::::: OVerall'bu.ildingplan . :,-, ' ':::. <:•• :•:.-.' . '' ' .7. * :::: • < : ':''.: '• .: : .;.: : :.:i • -:.:::: : :. ...'. 1: ... " . 1 .' ,. !.... ; •.;. : !" . : ; :::::„...': . ..::....::.: ' ......." '. :'::::....'•:.:::: ;•: ''''..':..:-::•'::'. .:::::: . ..' . .......,.....•:•••:.,.. location •,.. . . .. ....,,,,...::•..;,:::,....- :„...:,:. :•:•••• . ,••••:'.,...,,,.:,!:::::.,..:••,::':::::::::••gi':::.,...::::::::!:::::'.!.:;";•k::::::::::!•,:::::.•,.••::::.':::.:.. •••••::::•.::::•,...::. .. Uee of adjacenti:(COMMon vially tenant ...,. !.: .. ................................................................................................................................................................................................ FloOr:plan • ::::::::•:••••.::::::::....::::•.••::::::::::::;::::‘..%.•:.•::---,:.:::•::•::::•......:.,::.•„::::::::::-..::::••••:,.-. . ,.... . • 'Tenant aPaceplaiiwith.,:uie:Of each room labelled. • :i.:::::;:•:1•1•::•:',1':::::::::•:•': .. ..... New i;vaile; exist watt, arid : t .:::::::.:::::',.':::::,,:-..;:.:::......::::',:..:::.:.::::.,...:;:,..,:.....:;.......:':::::::::.::..:::::--:.::--.• "-:,'::.:‘ *** * *firle*** **k * ***** *** ** irk****** A**kh ****7t ****•k*rty4 ****•k *7k&•k*** 11? OF TUKW LA, WA TRANSMIT ******* ***: 4************************* ****** * ****** ** ** * ****** ** TRANSMIT Number: : 92OOO816 Amount: 87.75 08/07/99/6#012 Permit No B92-0274 Type: B -BUILD BUILDING PERMIT Parcel NC/11 26 2304 -9023. Site Address: 9, 77.8OUTHCEHTER MALL Payment Method: CHECK Natation'« R K EXPRESS PERM Init« SLB * ** * **k•k ** *** M**: 4************ k*** * * * * *** *k * ** *** ** * * *kk * **** * ** Account. Code Descry i pt i on 000 /34i.B3O PLAN CHECK M NONRES Total. (This Payment); Total Fees« Total All Payments; Balance« 227.2 87.7 139.;0 Paid 87.7; 87.75 GENERA 87.75 TOTAL 87.75 CHECK 87.75 CHANGE 0.00 2240A000 13:31 Account Cade 000/322.100 Total.Fees: Total All Payments; Balance: 257.25 257.25 .00 •k*** *****************r*kk***** loth** ****** **•**•k* *********k** ***** ITN/ OF TUKWILA, WA TRANSMIT * * * * ***kk * ** ***k** *fit * * **k* * ** *** * * * *•* *k* *fi k ** ** * * *•k * * **k *** * ***• TRANSMIT. Number: 92001223 Amount: 30.00 10 /30 /Ti1 /11 9$ 2 41 Permit No: 092 -027.4 Type: B -BUILD BUILDING PER 1 Parcel No: 262304 -9023 Site Address: 977 SOUTHCENTER MALL Payment Method: CHECK Notation: THOMAS MORIARTY Init: SL13 r * * * * ** * * * * * * * * ** ' k**** k********* * * * ** * * ** ** * * * * ** * *** * * ** * *** ** Description Paid BUILDING -- NONRES 3.0.00 Total (This Payment): 30.00. GENERA 30.00 TOTAL 30.00 CHECK • 30.00 CHANGE 0.00 4808A000 16 :00 Total Fees: Total All Payments: Balance: Description BUILDING •NONRES STATE BUILDING SURCHARGE Total (This Payment): 227.25 227.25 .00 *k* *** ** ********•*kk **** h* ****** **kk**************,k**********A TTY OF TUK.WILA WA TRANSMIT k***** * *k*•* * k********* **k*** **** * ******** ****•** * **** TRANSMIT Number: 92000999 Amount: 139.50 09/17/92 11:20 Permit Nn: 892 -0274 Type: B -BUILD BUILDING PE'R7T17/9t Parcel Na: 262304 -9023 Site Address: 9.77 SOUTHCENTER MALL Payment Method: •CHECK Notation: • THOMAS MORIARTY In i t: SLB r** k******* k** k***** k************** •*• ** ** * ** *k ** * ** **• * ********** Account Cade 000/322.100 000/386.904" r a i d 135.00 4.50 139.50 GENERA 135.00 GENERA 4.50 TOTAL 139.50 CHECK. 139.50 CHANGE 0.00 3470A000 16 :11 } CITY OF TUKWILA Address: 977 SOUTHCENTER MALL Permit No: B92 -0274 Tenant: SWEET FACTORY Status: ISSUED Type: B -BUILD Applied: 08/07/1992 Parcel #: 262304 -9004 Issued: 09/17/1992 **************************************** k***** k * * * * * * *•k *** * * * * * *•k* * * * * * *•k ** Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obta.ined ; _through the Seattle -King County Department of Publ'ic „= ;Hea`lth ° • P1 umb ing will be inspected by that ag all” gas„ piping (296 - 4722). 3. Electrical pern':t=. shall:,. be obtained through the Washington State Division ' Labor :and4' Industries and ,all.: eieatrical work will be,.inspe.cted:: that agency''(2486657) 4. All mechanical work shall, be under separate permit through the City o f Tu k w 11, a 5. All permits, inspection records:,;.'a''nd,approved plans, shall mair,ta =i;ned available at the, sit "e:;prior to the start o any c,ofnstruction. ,;'` These. . to be maintained`' available `until final R • inspection ,approva l is granted 6. Parttiition attached to ceiling grid must be laterally braced if over~ height (8) feetiin length. 7. Any;,°`e xpos "ed 'insulat,ior s•back materia'l , shall have a Fiame Spread Rating of 25 or 'i ess, an;d =material shall bear i der t`i,- ficatlon showing fire performance rating: thereof 8. All ..,con'struct'or to be-,done ',In conformance with approved plati and the�.'Unifor.m`.Building Code (1991 Editibn)��as, amended by tile' Washington State' Building Code.,. Unif ?o,rm Mechanlcal Edition),;.`and 'Washington State Energy Code ;,(1991 Second Edition)'.', h -a 9. Thistenant space is required to'have' part Of the new "`M's,11" ;sm;okeyevacuation system. Th portion of this system •'Hunt: b'e tested and accepted by the Bui tding Division prior *.f inal inspection approval and/occupancy, Smoke controlones must be separated from the "Marli "•"'by a barrier ° �t'orn the . tenan't ceiling line and extending to the ' under s i de: " i 'of thie..<roof structure above. A' 10. All structural welding shall `"be 'done `b W.A.B.O. `c welder and `spec inspected (Sec. 306 (a) 5 UBC). 11. When special insp,ection is r,equlred. either the owner,, architect or en`g,ine•e,r.,, shall ,'nottfy the `Tukwila .•Building Division of appointrpent;:o.f the inspect'ion,agencies prior to the first building inspe ctian:;;,.v.Cop:.ies';of a.11 "special inspection reports shall be subm ttedN-to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 12. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspectors knowledge, in conformance with approved plans and specifications and the applicable work- manship provisions of the UBC. 13. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. Project: 3: 4. Type of Inspe ) �INM, Address: I77 S, c. Date Called: y —""' Special Instructions: Date Wanted: am p.m. Requester: Phone No.: PECTtON O. INSPECTION RECORD Q Retain a copy with �Y permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila, WA 98188 COMMENTS: ()A Approved per applicable codes. ❑ Corrections required prior to approval. nspector: Receipt No.: e 0 27 tf PERMIT NO., (206) 431-3670 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ro act J � -�^ f � �^ �- y .ek Ead J1 ype o nspectwn: � ' � Address: Cj.,.�.1 33UinC..- e►-iter) ail Date Called: 1 O _ 30 GQ 1 Special instructions: gk 1 t✓t; i on Ve.e.. po`.■ a, l� 30 -c13 --eg.� Date Wanted: t Q cD 11l f °� am, p.m. R uester: . orr\ i * ' , ' D4 U (Dc15L COMMENTS: PTw' [Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ffiD - 0611.1 PER7 NO 06)06) 431 -3670 :Y ❑ Corrections required prior to approval. , ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee ust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. Date: • ro ea a1 ' �� m il ype o nspection: J ress: " 7 i .. l . teCa e.; AO Special Instructions: Date Wanted: --- ' p.m. Requester: Phone No,: O INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 O Approved per applicable codes. COMMENTS: ecep o.: ct,,e/7 �- - , 2,-f( T� pl(L/ is 7274' PERMIT N0. (206) 431 -3670 Corrections required prior to approval. X30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 00 Southcenter Blvd., Suite 1100. Cali to schedule reinspection. I o -3o-ga Project: - �� - / Type of Ins pedi n� Address: 77 g� J C ,.� - �` 1. r `�(! to Called: /49 -243-99Z...... Special Instructions: Date Wanted: 4,.......2_924a. p.m. Requester: Phone No.: INSPECTION RECORD ( Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 O Approved per applicable codes. pi, Corrections required prior to approval. COMMENTS: $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. c c oiv-le, 72.; S (206) 431 -3670 Project: -4 !tom - Type oflnspection: / —'—' .• •ress9 77 50 cr � II .teCae•: /62... Special Instructions: Date Wanted: /o a...902 am p.m,,, Requester: Phone No.: INSPECTION RECORD Retain a copy with permit INSPE + 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 [ecet No.: 4271 - PERMIT N (206) 431-3670 ❑ Approved per applicable codes. r4 Corrections required prior to approval. COMMENTS: CC / y ❑ $30.00 REINSPECT! • N FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite ; 100. Callao schedule reinspection. Date: Project . . n i ii r jO• Type of Inspection: Address¢ ..-n s� 11 J f �' W.� Date Called: r b .- „) -. 0, I Special Instructions: Date Wanted: 1 b-2,/ r1 2., am. .m. Requester: Phone No.: ?1,/.4, -- to q 54- SP • '0. CITY OF TUKW11L41. BUILDING DIVISION 6300 Southcenter:Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 1 Inspector: INSPECTION RECORD Retain a copy with permit OZ1 PERMIT NO. (206) 431 -3670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. 1 Receipt No.: Dale: Project Type of Inspection `"'° Address; i ii ��'��,,,[[( Date Called: U _ r �, Special Instructions; ' ►/Via-(( Dale Walt 1 1 .) — am. �m. Requester 1 / L Phone No.: Q1.41.4... . ci Inspector: O INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NOI 20G) 43 - 3Q 0 Corrections required prior to approval. COMMENTS: Date: / 6 24 Q2, O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. I Receipt No.: Dale: 'ro ype o nspedion: , ect: Special Ins ructions: Date Wanted: `19 r 'rSls p.m. Requester: Co Phone No,: 'yy ? .NS,P RI,CORD Retain a copy with' permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 X Approved per applicable codes. ❑ Corrections required prior to approval. /, yirmoporirw ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Receipt No.: Date: *r0 — 44•"'141-s ►Lri 1QCA �"°'I \DateC. led: / el_ q 2 - Special Insstructt6ns: In "/ 77 50 /44 /f Date Wanted; (Q •- '/� efCR am. p.m. . Requester. Phone No.: a ±' f / y / ` r INSPECTION RE OM) .-" Retain a copy with permit NSPECTIO 0. CITY OF TUKWILA BUILDING DIVISION 6300 Sou center Blvd.,, Tukwila WA 98188 .❑ Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ro e • W c r. . ape o ns ion: f r ot IM t t 11 fr Address: ... 1 m ak Date Called: Special Instructions: Dale Wanted: Requester: �a Phone No.: 04 — !_ )` CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with pe Approved per applicable codes. Receipt No.: PER (206) 431 -3670 COMMENTS: 0 Corrections required prior to approval. O $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: c 4 67C "41/ Type of Inspection: C Ze Date Called: 9' Addres Special Instructions: Date Wanted: '7— -Z- l Z A .m. Requester: Phone No,: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. ,37 2 PERMIT N0. (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: u,e///s 0, r e L Inspector: Dale: ❑ $30.00 REINSPECTIO ` FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. o,: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name -°dsc $. Address I? ? a,,,(Ty Retain current inspection schedule v..i eeds shift inspection V pproved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: FINALAPP.FRM Suite # Gary L. VanDusen, Mayor I na t u re Dat T.F.D. Form F.P. 85 %Z U 7 � Control No . /y Permit No. City f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B92 -0274 (512) Re: Sweet Factory - 977 Southcenter Mall Dear Sir: August 18, 1992 John W. Rants, Mayor 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 10.505A) 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, City f Tukwila Page number 2 FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) 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 12.106(c)) 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 or render the exit hazardous. (UFC 12.104(a)) 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. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106 - 12.111) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department Me114e... 7M04 enMMAtIa1 Ac ,4N MM4AM 4`A 4Me.4.0i11014.4AM AM City if Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 3 modification. New sprinkler systems and all modifications to sprinkler systems involving more than 25 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 #1528) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) 4. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #1528. 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 #1528) (UFC 10.503) Local U.L. central station supervision is required. (City Ordinance #1528) Call the Tukwila Fire Department at 575 -4404 for approval of any system shut down. Have job site address, name, and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1528) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive 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 10.601) City ct Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4 John W. Rants, Mayor 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. Yours truly, The Tukwila Fire Prevention•Burreau cc: T.F.D. file ncd DATE 2 PROJECT NAME '( ADDRESS §20D Ei.Si; A, . [e%55zka 1 �►a R �i aaC- 'k`7Ca _._ CONTACT PERSON dp I�E9 y1 Y� ExPams1 ru'i 'HONE :�Ic • 3 14 d230;:a ARCHITECT OR ENGINMER PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER • 02_14 ._ TYPE OF REVISION: 1EzLcagL1 - a/►? aa.,ha s - Mt . A - T, SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: * * REVISION SUBMITTAL * CITY OF TUICWLLA 6300 SOUTHCENTER BOULEVARD TUICWILA, WA 98188 A 2ieuktyciz. +�� ,.� �G�G L �V %UUrce G 1 ^ � gez 1 , �U �'l'Q� , ��%fahce ER • MEMORANDUM TO: Sweet Factory File #B92 -0274 FROM: RSB DATE: 8/12/92 SUBJECT: Initial Plan review comments. ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Code: 1991 edition occupancy group B -2, retail bulk candy sales. occupant load: sales floor 490 sf = 16 back room 185 sf = 2 total 18 Sales floor open to mall on two sides > = 25' width of exiting Wall above opening to mall is also a smoke control zone boundry and a smoke control barrier is required. Detail on plan O.K. Type of construction (II -N) O.K. Barrier Free reqmts O.K., note separation and clearances at w.c. and lay. to plan prior to issue. Energy code regents. per Mall expansion Shell Permit. Final inspection and occupancy is subject to acceptance of the tenant smoke control system and it's proper operation with the Mall smoke control system. Smoke detector(s) are required in the tenant space. This is in addition to any that are require for any other reasons. VICINITY MAP TUKWILA, WASHINGTON KEY PLAN SOUTHCENTER MALL PROJECT LOCATION SOLMICENTER MALL STRANDER BLVD. SWEET FACTOR SPACE NO. `'C356 in/ NORTH SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY PACE NC). C356 TUKWILA, WASHINGTON 1. PROJECT NAME:. . SWEET FACTORY 2, PROJECT DESCRIPTION: . CANDY STONE (BULK CANDY SALES) 3. PROJECT LOCATION: SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY SPACE NC. C356 TUKWILA, WASHINGTON 98188-2888 4. TENANT:. .SWEET FACTORY 10343 ROSELLE STREET, SUITE A SAN DIEGO, CALIFORNIA 92121 (619) 558 -6771 CLINT KELLER 5. LANDLORD:. 6. TENANT'S ARCHITECT: ASSOCIATES IN ARCHITECTURE & DESIGN, LTD. 15425 NORTH GREENWAY - HAYDEN LOOP, SUITE #100 SCO T TSDALE, ARIZONA 85260 (602) 998 -4200 FAX: (602) 99F3-7223 7. GOVERNING CODES: PROJECT DATA JACOBS BROTHERS CO. 25425 CENTER RIDGE ROAD CLEVELAND, OHIO 44145-4122 (216) 871 -4800 CHRISTOPHER NOBLE ALL WORK SHALI. CONFORM TO APPLICABLE FEDERAL, STATE & LOCAL BUT NOT LIMITED TO, THE LA PEST EDITIONS OF THE FOLLOWING: BUILDING: 1991 U.B.0 MECHANICAL: 1988 U.M.C. PLUMBING: 1988 U.P.C. ELECTRICAL: 1990 N.E.0 8. GROSS LEASED PREMISES: . .675 SQ. FT. TOTAL -- 460 SQ. FT. SALES /PUBLIC 215 SQ. FT. BACKROOM 9. CONSTRUCTION TYPE .TYPE II, FULLY SPRINKLERED 10. OCCUPANCY: . GROUP B, DIVISION 2 it OCCUPANT LOAD: . TOTAL NUMBER OF OCCUPANTS: 16 PERSONS (SALES 460 S.F. 30 S.F. PER PERSON = 15) ( BACKROOM 215 S.F. 300 S.F. PER PERSON = 1) TOTAL NUMBER OF EMPLOYEES AT ONE TIME = 3. 12. EXIT REQUIREMENTS: ONE EXIT REQUIRED - ONE EXIT PROVIDED. 13. MUNICIPAL REVIEW: BUILDING: CITY OF TUKWILA BUILDING DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WASHINGTON 98188 (206) 431 -3670 14. MISCELLANEOUS NOTES: .TENANTS GENERAL CONTRACTOR SHALL VISIT THE PREMISES AND VERIFY ALL EXIST- ING CONDITIONS PRIOR TO START OF CONSTRUCTION AND SHALL REPORT ALL DIS- CREPANCIES TO TENANT'S ARCHITECT. TENANTS GENERAL CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS REGARD- ING CONSTRUCTION PROCEDURES, INSURANCE, ETC., AS SET FORTH BY THE LANDLORD. 15. FIRE SPRINKLER NOTE: AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXISTING WITHIN TITS SPACE. THE CONTRACTOR SHALL REWORK & MODIFY FOR NEW ROOM LAYOUT & CEILING HEIGHTS IN CONFORMANCE WITH N.F.P.A. 13 STANDARDS, LOCAL CODES & REGULATIONS. ALL WORK SHALL BE DONE BY A QUALIFIED SPRINKLER CONTRACTOR WHO SHALL DESIGN & PREPARE SHOP DRAWINGS & SUBMIT THEM TO THE LANDLORD & BLDG. DEPT. FOR APPROVAL PRIOR TO FABRICATION & INSTALLATION. SPRINKLER CONTRACTOR SHALL BE LANDLORD APPROVED. HEADS AT STOREFRONT & IN SALES AREA SHALL BE RECESSED TYPE W/ FLUSH CHROME COVERS. HEADS IN BACKROOM & iN TOILET SHALL BE SEMI -- RECESSED TYPE, (CENTER IN TILE'S).. FIRE: N.F.P.A. HANDICAP: 1991 A.D.A. HEALTH; SEATTLE -KING COUNTY CODES, INCLUDING HEALTH: SEATTLE -KING COUNTY DEPT. OF PUBUC HEALTH SMITH TOWER 506 2ND AVENUE, ROOM 201 SEATTLE, WASHINGTON 98104 (206) 296 -4787 °.,Z` r .. i'� •!k GLH G 4. 4igif i i s , :i : i �� I I ;I1I I1I I Iili J1J1ft i1111J11J 1j11t!1 11i1 r1 (ii1 1111111JJiTJ1t!J1l1J►Ii1 il fi11 11111!I1 i1'!1II 1J 1i rl�I it iI11;y1 li ;i1 6 lilil11!1ilil11''1�li1ilil1 11 wr 0 16nig 1 2 3 4 5 6 7 83 9 • N If the microfilmed document f.n less clear than this I notice, it is due to the quality of the prigi.nal document. OC 6Z 8e GZ 9Z GE hZ £Z Ze. LE O? 6L SL LL 9L 5L t.'L CL EL LL OL 6 8 L , 9 9 1 7 £ Z L ww O 11iiiliin111111111111i1iliinIrnlnIilni +Inii rnilffiilifii!►duilii it iblij 1111111,iiil111111IIIII ills . iill1111iln1111uilniIInn !ii iiiilii11 i 1111111IIIIIIIII 10 11 MADE IN GERMANY 12 0 (;!1" OF TIJK'f'2Ui APPROVED a OD to z O z Lu 0 0a. U 0 0 z 2 r IJ ---7:: -_ —_____ F=) i cic 1 understand that the Plan Mlhfect to errors and omissions .plan doer r?ct authori e adopted cute or ordinance=. 1 Ccpy Of VPrav plans acknar!Ied9ed r S i { i // ; / C - qk i 1 i SPY Check approvals and fhb violation Receipt l' a _ 0 .. I J. .,. f . i Y I ` ,IS!(1N \ __ approval of any crf co,Itr, ... - ..-� - _ _._.___l are 1 of cfar's J ) . By. ; .... ';'!".. . e&-;eeel2ro Date. - ./ L ..., Permit No ....... . _ :.1. INDEX OF DRAWINGS T TITLE SHEET SP1 SPECIFICATIONS SP2 SPECIFICATIONS - FINISHES SP3 N RESPONSIBILITY SCHEDULE & SOURCE LIST Al FLOOR PLAN & FIXTURE /FINISH PLAN A2 REFLECTED CEILING PLAN A3 STOREFRONT ELEVATIONS A4 STOREFRONT SECTIONS AS INTERIOR ELEVATIONS A6 SECTIONS & DETAILS A7 SECTIONS & DETAILS . MP1 ,MECHANICAL & PLUMBING PLANS, NOTES, SCHEMATICS & SPECS 4 El ELECTRICAL LIGHTING & POWER PLANS E2 ELECTRICAL DIAGRAMS, SCHEDULES & NOTES THE FOLLOWING SHEETS WERE PROVIDED RY THE LANDLORD AND ARE INCLUDED FOR INFORMATION PURPOSES ONLY. ELECTRICAL AND MECHANICAL DATA FORMS AND CALCS. WERE COMPLETED BY YASHAVANT KUL.KARNI P.E. TTE 1 MALL ELECTRICAL TTM2 • MALL MECHANICAL TTM3 MALL MECHANICAL iz: STRUCTURAL DETAILS ) ft • VICINITY MAP TUKWILA, WASHINGTON KEY PLAN SOUTHCENTER MALL PROJECT LOCATION SOLMICENTER MALL STRANDER BLVD. SWEET FACTOR SPACE NO. `'C356 in/ NORTH SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY PACE NC). C356 TUKWILA, WASHINGTON 1. PROJECT NAME:. . SWEET FACTORY 2, PROJECT DESCRIPTION: . CANDY STONE (BULK CANDY SALES) 3. PROJECT LOCATION: SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY SPACE NC. C356 TUKWILA, WASHINGTON 98188-2888 4. TENANT:. .SWEET FACTORY 10343 ROSELLE STREET, SUITE A SAN DIEGO, CALIFORNIA 92121 (619) 558 -6771 CLINT KELLER 5. LANDLORD:. 6. TENANT'S ARCHITECT: ASSOCIATES IN ARCHITECTURE & DESIGN, LTD. 15425 NORTH GREENWAY - HAYDEN LOOP, SUITE #100 SCO T TSDALE, ARIZONA 85260 (602) 998 -4200 FAX: (602) 99F3-7223 7. GOVERNING CODES: PROJECT DATA JACOBS BROTHERS CO. 25425 CENTER RIDGE ROAD CLEVELAND, OHIO 44145-4122 (216) 871 -4800 CHRISTOPHER NOBLE ALL WORK SHALI. CONFORM TO APPLICABLE FEDERAL, STATE & LOCAL BUT NOT LIMITED TO, THE LA PEST EDITIONS OF THE FOLLOWING: BUILDING: 1991 U.B.0 MECHANICAL: 1988 U.M.C. PLUMBING: 1988 U.P.C. ELECTRICAL: 1990 N.E.0 8. GROSS LEASED PREMISES: . .675 SQ. FT. TOTAL -- 460 SQ. FT. SALES /PUBLIC 215 SQ. FT. BACKROOM 9. CONSTRUCTION TYPE .TYPE II, FULLY SPRINKLERED 10. OCCUPANCY: . GROUP B, DIVISION 2 it OCCUPANT LOAD: . TOTAL NUMBER OF OCCUPANTS: 16 PERSONS (SALES 460 S.F. 30 S.F. PER PERSON = 15) ( BACKROOM 215 S.F. 300 S.F. PER PERSON = 1) TOTAL NUMBER OF EMPLOYEES AT ONE TIME = 3. 12. EXIT REQUIREMENTS: ONE EXIT REQUIRED - ONE EXIT PROVIDED. 13. MUNICIPAL REVIEW: BUILDING: CITY OF TUKWILA BUILDING DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WASHINGTON 98188 (206) 431 -3670 14. MISCELLANEOUS NOTES: .TENANTS GENERAL CONTRACTOR SHALL VISIT THE PREMISES AND VERIFY ALL EXIST- ING CONDITIONS PRIOR TO START OF CONSTRUCTION AND SHALL REPORT ALL DIS- CREPANCIES TO TENANT'S ARCHITECT. TENANTS GENERAL CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS REGARD- ING CONSTRUCTION PROCEDURES, INSURANCE, ETC., AS SET FORTH BY THE LANDLORD. 15. FIRE SPRINKLER NOTE: AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXISTING WITHIN TITS SPACE. THE CONTRACTOR SHALL REWORK & MODIFY FOR NEW ROOM LAYOUT & CEILING HEIGHTS IN CONFORMANCE WITH N.F.P.A. 13 STANDARDS, LOCAL CODES & REGULATIONS. ALL WORK SHALL BE DONE BY A QUALIFIED SPRINKLER CONTRACTOR WHO SHALL DESIGN & PREPARE SHOP DRAWINGS & SUBMIT THEM TO THE LANDLORD & BLDG. DEPT. FOR APPROVAL PRIOR TO FABRICATION & INSTALLATION. SPRINKLER CONTRACTOR SHALL BE LANDLORD APPROVED. HEADS AT STOREFRONT & IN SALES AREA SHALL BE RECESSED TYPE W/ FLUSH CHROME COVERS. HEADS IN BACKROOM & iN TOILET SHALL BE SEMI -- RECESSED TYPE, (CENTER IN TILE'S).. FIRE: N.F.P.A. HANDICAP: 1991 A.D.A. HEALTH; SEATTLE -KING COUNTY CODES, INCLUDING HEALTH: SEATTLE -KING COUNTY DEPT. OF PUBUC HEALTH SMITH TOWER 506 2ND AVENUE, ROOM 201 SEATTLE, WASHINGTON 98104 (206) 296 -4787 °.,Z` r .. i'� •!k GLH G 4. 4igif i i s , :i : i �� I I ;I1I I1I I Iili J1J1ft i1111J11J 1j11t!1 11i1 r1 (ii1 1111111JJiTJ1t!J1l1J►Ii1 il fi11 11111!I1 i1'!1II 1J 1i rl�I it iI11;y1 li ;i1 6 lilil11!1ilil11''1�li1ilil1 11 wr 0 16nig 1 2 3 4 5 6 7 83 9 • N If the microfilmed document f.n less clear than this I notice, it is due to the quality of the prigi.nal document. OC 6Z 8e GZ 9Z GE hZ £Z Ze. LE O? 6L SL LL 9L 5L t.'L CL EL LL OL 6 8 L , 9 9 1 7 £ Z L ww O 11iiiliin111111111111i1iliinIrnlnIilni +Inii rnilffiilifii!►duilii it iblij 1111111,iiil111111IIIII ills . iill1111iln1111uilniIInn !ii iiiilii11 i 1111111IIIIIIIII 10 11 MADE IN GERMANY 12 0 (;!1" OF TIJK'f'2Ui APPROVED a OD to z O z Lu 0 0a. U 0 0 z 2 r IJ 01YIi,iON -' GENERALS 1. THE WORK INCLUDES NEW TENANT IMPROVEMENTS IN AN EXISTING MALL SPACE, PER SQUARE FOOT CALCULATIONS AS NOTED ON THE TITLE SHEET. CONTRACT WILL INCLUDE CONSTRUC- TING 'WALLS AND CEILINGS PER "SWEET FACTORY" STANDARD FINISHES, DETAILS & SPECIFICATIONS. SECURE AND PAY FOR GOVERNMENT FEES, LICENSES, AND PERMITS. 2. CONTRACTORS SHALL VISIT THE PREMISES WHILE BIDDING AND SHALL FAMILIARIZE THEM- - SELVES WITH EXISTING CONDITIONS AND THE REQUIREMENTS OF THE PROJECT PRIOR TO DEVELOPING THEIR BID. MATERIAL QUANTITIES SHALL BE BASED ON ACTUAL FIELD CONDITIONS AND MEASUREMENTS. DO NOT RELY ON SCALING PLANS FOR ACCURATE DIMENSIONING. 3. PRIOR TO BEGINNING THE WORK, VERIFY ALL EXISTING DIMENSIONS AND SQUARE FOOTAGES. NOTIFY THE OWNER AND ARCHITECT OF COMPLIANCE OR DISCREPANCIES, COMPARING THOSE DISCREPACIES TO THE NUMBERS ON THE TITLE SHEET. 4. CONTRACTORS SHALL TAKE CARE TO PROTECT ADJACENT AREAS FROM DUST AND DAMAGE DURING THE CON`'TRUCTION PROCESS, AND SHALL CLEAN UP AFTER THEMSELVES AT THE END OF EACH WORKING DAY. 5. ALL RUBBISH • AND TRASH SHALL BE REMOVED FROM THE PREMISES AND PROPERLY DISPOSED OF EACH DAY. NO RUBBISH SHALL BE LEFT IN THE PREMISES AFTER WORK IS COMPLETED EACH DAY. 6. ALL DRAWINGS HEREIN CREATE AN ENTIRE PACKAGE. ALL TRADES SHALL BE RESPONSIBLE FOR REVIEWING THEIR RESPECTIVE REQUIREMENTS AND COORDINATING THEIR HIDDEN OR EX- POSED WORK WITH OTHER RELATED TRADES. 7. COORDINATE ALL WORK OF THE VARIOUS TRADES AND SUBCONTRACTORS TO ASSURE EFFI- CIENT AND ORDERLY INSTALLATION. PROVIDE ACCOMMODATION FOR ITEMS INSTALLED AT A LATER DATE. VERIFY THAT CHARACTERISTICS OF ELEMENTS OF INTERRELATED OPERATING EQUIPMENT ARE COMPATIBLE; COORDINATE WORK OF VARIOUS SECTIONS WHICH HAVE IN TERDE-- PENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN SERVICE, SUCH EQUIPMENT. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK AND FIRE SPRINKLER SYSTEM WHICH ARE INDICATED, DETAILED, OR IMPLIED DIAGRAMATICALLY ON DRAWINGS. 8. UNLESS SPECIFICALLY NOTED, PROVIDE. AND PAY FOR LABOR, MATERIALS AND EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY, AND OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK, INCLUDING PERMITS. UTILITIES SHALL BE PROVIDED BY OWNER. 9. GENERAL CONTRACTOR SHALL PURCHASE AND MAINTAIN INSURANCE COVERAGE IN ACCOR- DANCE WITH THE REQUIREMENTS OF THE LANDLORD AND THE TENANT. VERIFY AND COOR- DINATE WITH THE TENANT'S PROJECT MANAGER. ANY ADDITIONAL REQUIREMENTS. 10. FURNISH ALL REQUIRED TEMPORARY FACILITIES AND ALL TEMPORARY UTILITIES IMMEDIATELY AFTER RECEIPT OF NOTICE TO PROCEED FOR USE IN CONVENIENCE OF ALL THOSE ENGAGED IN THE PROJECT WORK. 11. ALL CONTRACTORS MUST STAY BEHIND THE BARRIERS AND MAINTAIN ACCESS TO SUCH AREAS CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS. FAILURE TO MAINTAIN CLEAN STOREFRONT WILL RESULT IN BUILDING MANAGEMENT HAVING SUCH MATERIALS AND DEBRIS REMOVED AND ALL CHARGES FOR MAINTENACE WILL BE BILLED TO GENERAL CONTRACTOR. 12. COORDINATE ALL CONSTRUCTION & SCHEDULING WITH THE BUILDING MANAGER REVIEWING ALL SCHEDULED ACTIVITIES AT OUTSET OF CONSTRUCTION: 13. ALLOWABLE TOLERANCES - UNLESS OTHERWISE NOTED OR INDICATED, THE FOLLOWING TOLER- ANCES SHALL APPLY TO ALL WORK: A. B. C. D. E. F. G. ALL VERTICAL SURFACES SHALL BE PLUMB OR CONSTRUCTED TO THE EXACT SLOPES OR ANGLES INDICATED. THE MAXIMUM DEVIATION FROM THE TRUE PLANE FOR VERTICAL AND HORIZONTAL SURFACES SHALL NOT BE GREATER THAN 1/8" IN 10' - -0" AS MEASURED BY A STRAIGHT EDGE PLACED ANYWHERE ON THE SURFACE. ALL HORIZONTAL SURFACES SHALL BE LEVEL OR CONSTRUCTED TO THE EXACT ANGLE INDICATED OR INTENDED WALL AND SOFFIT INTERSECTIONS SHALL BE 9O OR THE EXACT ANGLE INDICATED OR IN TENDED. ALL CORNERS AND EDGES SHALL BE STRAIGHT AND TRUE WITHOUT DENTS, WAVES OR BULGES OR OTHER BLEMISHES. ALL JOINTS SHALL BE TIGHT, STRAIGHT, EVEN AND SMOOTH. ALL OPERABLE ITEMS SHALL OPERATE SMOOTHLY WITHOUT STICKING OR BINDING AND WITHOUT EXCESSIVE "PLAY' OR LOOSENESS. 14. THE FOLLOWING MATERIALS SHALL BE LEFT AT JOBSITE. THEY SHALL BE TAKEN FROM THE SAME MATERIAL, LOT OR RUN USED TO CONSTRUCT AND FINISH THE PROJECT: A. 1 FULL QUART OF EACH PAINT COLOR IN A CLEAN, TIGHTLY CLOSED CAN & CLEARLY MARKED. B. SIX CERAMIC FLOOR TILES FREE FROM KNICKS, SCRATCHES OR CRACKS. C. ONE -HALF BAG OF TILE GROUT. D. FOUR FULL LENGTH STRIPS OF RUBBER BASE. MATERIALS SHALL BE LEFT IN ONE LOCATION UPON OWNER'S REPRESENTATIVE'S DIRECTION AND APPROVAL. 15. THE OWNER OR THE OWNER'S SUBCONTRACTORS MAY OCCUPY PORTIONS OF THE PROJECT DURING THE FINAL STAGE OF CONSTRUCTION. COORDINATE AND COOPERATE WITH THE OWNER TO MINIMIZE CONFLICT AND FACILITATE THE OWNER'S OPERATION. 16. ALL DIMENSIONS AND FINISHES SHALL BE VERIFIED AND COORDINATED WITH EXISTING CON- DITIONS PRIOR TO CONSTRUCTION, FABRICATION, OR PURCHASING. IN CASE OF CONFLICT BE- TWEEN THE PROJECT REQUIREMENTS AND /OR EXISTING CONDITIONS, THE ONE HAVING THE MOST STRINGENT REQUIREMENTS SHALL. GOVERN, AS APPROVED BY THE OWNER. 17. PERFORM ALL WORK IN ACCORDANCE WITH ACCEPTABLE TRADE PRACTICE TO INSURE THE HIGHEST QUALITY FINISHED PRODUCT EXPRESSED OR IMPLIED. PERFORM ALL WORK BY SKILLED MECHANICS IN ACCORDANCE WITH ESTABLISHED STANDARDS OF WORKMANSHIP IN EACH OF THE VARIOUS TRADES. 18. COORDIF ATE BLOCKING REQUIREMENTS WITH ADJACENT CR RELATED TRADES, ACCESSORIES, EQUIPMENT & FIXTURES, INSTALL REQUIRED BLOCKING AT NO ADDITIONAL COST TO THE CONTRACT. 19. REPAIR PROPERTY DAMAGE BY THE INSTALLERS TO A LIKE NEW CONDITION OR REPLACE DAMAGED SURFACES AND MATERIALS OF THE PREVIOUSLY INSTALLED WORK BY OTHER TRADES, INSTALLERS AND SUBCONTRACTORS. 20. WHERE REQUESTED BY THE OWNER TO CERTIFY CONFORMANCE TO TRADE STANDARDS OR THE PROJECT REQUIREMENTS, THE CONTRACTOR SHALL. ENLIST A TESTING LABORATORY AT THE OWNER'S COST. IF THE REQUESTED TEST SHOWS NON - CONFORMANCE TO GENERALLY ACCEPTED TRADE STANDARDS OR THE PROJECT REQUIREMENTS, THE CONTRACTOR SHALL CORRECT THE DE- FICIENCY AT NO ADDITIONAL COSTS TO THE OWNER AND REIMBURSE ALL THE COSTS OF THE TESTING TO THE OWNER, UNLESS THE CONTRACTOR HAS USED PRODUCTS INCORRECTLY LABELED BY THE MANUFACTURER OR HAS MADE PREVIOUSLY APPROVED CHANGES. 21. PROVIDE SECURITY OF THE WORK, INCLUDING TOOLS AND UNINSTALLED MATERIALS. PROTECT THE WORK, STORED PRODUCTS, CONSTRUCTION EQUIPMENT AND OWNER'S PROPERTY FROM THEFT AND VANDALISM AND THE PREMISES FROM ENTRY BY UNAUTHORIZED PERSONNEL UNTIL FINAL ACCEPTANCE BY OWNER. 22. MAINTAIN AN ACTIVE FIRE EX :NGUISHER AT THE PROJECT. 23. DO NOT USE MATERIAL OR EQUIPMENT FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY DESIGNED OR SPECIFIED. ALL MATERIALS AND EQUIPMENT THAT ARE SIMILAR SHALL BE THE SAME TYPE, MODEL, AND STYLE FOR THE SAME USE THROUGHOUT THE PRO- JECT OR THEY SHALL BE REJECTED. 24. WHEN THE PROJECT REQUIRES THE INSTALLATION OF WORK TO COMPLY WITH MANU'FACTURER'S INSTRUCTIONS, PERFORM THE WORK IN STRICT ACCORDANCE WITH THE MOST CURRENT WRITTEN MANUFACTURER'S INSTRUCTIONS. 25. ALL PRODUCTS AND EQUIPMENT SHALL BE DELIVERED IN UNDAMAGED CONDITION AND STORED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO AVOID DISRUPTION OF THE WORK OR DAMAGE TO THE ITEMS. REPLACE DAMAGED OR UNFIT MATERIALS, AT NO COST TO THE OWNER. 26. NOTIFY THE OWNER WHEN THE WORK IS SUBSTANTIALLY COMPLETE AND READY FOR FOR IN- SPECTION. UPON INSPECTION, PROVIDE WRITTEN OPERATION AND MAINTENANCE INSTRUCTIONS AND GUARANTEES FOR ALL EQUIPMENT AND MATERIALS INSTALLED. PROVIDE WRITTEN GUAR- ANTEES FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK. 27. PROVIDE FINAL CLEAN -UP AND DAMAGE REPAIR AT THE PROJECT CONCLUSION. LEAVE THE PREMISES NEAT, CLEAN AND CLEAR OF TOOLS, EQUIPMENT AND SURPLUS MATERIALS, UN- LESS REQUESTED BY THE OWNER. CLEAN - -UP SHALL INCLUDE AND NOT BE LIMITED TO: a. POWER VACUUMING THE ENTIRE SPACE. b. HAND DUSTING AND CLEANING OF ALL SHELVING, CABINETRY, CASEWORK, GLASS AND MIRRORS BOTH INSTALLED UNDER THIS CONTRACT OR EXISTING WALLS, CEILINGS, FIXTURES, ETC. c. REPAIR OR REPLACEMENT OF PROPERTY DAMAGED DURING FINAL COMPLETION OF THE PROJECT. 1 DIVISION 2 - DEMOLITION ! BULDING ALTERATIONS 1. THE WORK MAY INCLUDE DEMOLITION OF EXISTING CONSTRUCTION, REMOVAL OF VARIOUS ITEMS OF EQUIPMENT AND CONSTRUCTION, AND THE CUTTING OR ALTERATION OF EXISTING CONSTRUCTION AS SHOWN, NOTED OR IMPLIED ON THE DRAWINGS. CONTRACTOR SHALL DE- TERMINE AND INVENTORY ALL NECESSARY DEMOLITION AND ALTERATION OF ITEMS TO PRO- - VIDE FOR A COMPLETE INSTALLATION OF NEW WORK. ALL COSTS OF REMOVAL, REPAIR OR REPLACEMENT SHALL BE INCLUDED IN THE BID. ADDITIONAL COSTS FOR DEMOLITION OF ITEMS HIDDEN OR INACCESSIBLE DURING THE BIDDING PHASE, SHALL BE SUBMITTED FOR APPROVAL PRIOR TO BEGINNING THE WORK. 2. AT ALTERED CONSTRUCTION, REPAIR CUT EDGES, REPLACE CONSTRUCTION, AND FIT NEW TO EXISTING CONSTRUCTION TO MATCH EXISTING WORK. MAKE JOINTS OF NEW AND EXISTING PATCHES VERY SMOOTH, EVEN AND PRACTICALLY INVISIBLE. COORDINATE ALL REPLACEMENT AND REPAIR REQUIREMENTS WITH LANDLORD'S CONSTRUCTION CRITERIA AND TENANT'S CO- ORDINATOR. 3. SAW -CUT CONCRETE ON GRADE WITH DIAMOND SAW; JACKHAMMERING WILL NOT BE PERMITTED EXCEPT WITH THE EXPRESSED WRITTEN APPROVAL OF THE LANDLORD. CUT IN ACCURATELY LO- CATED STRAIGHT LINES, AND BREAK OUT SECTIONS. FLOOR MAY BE CORE DRILLED WHERE APPROPRI- ATE FOR INSTALLATION OF PIPES AND SIMILAR ITEMS, COORDINATE ALL CORE LOCATIONS AND SLAB MODIFICATIONS WITH LANDLORD'S STRUCTURAL ENGINEER. WHERE EXISTING PIPING AND OTHER SIMILAR ITEMS ARE UNDER EXISTING SLABS, EXERCISE CARE TO PROTECT FROM DAMAGE. EXERCISE CARE WHEN CUTTING ADJACENT TO EXISTING WALLS TO AVOID DAMAGE TO WALLS. IF DAMAGED, REPAIR AS REQUIRED TO ORIGINAL CONDITION. DO NOT CUT SUSPENDED SLAB EXCEPT AS NOTED ON SHEET Al. 4. DOORS & FRAMES: IF DOORS AND FRAMES ARE TO BE REUSED ON THE WORK, CAREFULLY REMOVE DOOR FROM FRAMES AND REMOVE FRAMES FROM OPENING, TAKING CARE TO AVOID DAMAGE. REMOVE HARDWARE, CLEAN, REFURBISH, AND STORE FOR REINSTALLATION WHERE INDICATED. FOR DOORS AND FRAMES TO BE SALVAGED, CAREFULLY REMOVE FROM OPENING AND DELIVER FOR STORAGE WHERE INDICATED. 5. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE. PROVIDE AND PLACE BRACING AND SHORING AND BE RESPONSIBLE: FOR SAFETY AND SUPPORT OF STRUCTURE, AS DETERMINED BY G.C. ENLISTED STRUCTURAL ENGINEER. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT DAMAGE OR INJURY. 6. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS AFFECTED BY DEMOLITION. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. LOCATE SPRINKLER SHUT -OFF VALVE AND SMOKE ALARM PRIOR TO COMMENCING WORK; COORDINATE REQUIRED MODIFICATION WITH LANDLORD. 7. CAREFULLY REMOVE MATERIALS AND EQUIPMENT WHICH ARE INTENDED TO BE REUSED. STORE IN A SECURE LOCATION. REMOVE DEBRIS, REFUSE AND MATERIALS BEING DEMOLISHED IM- MEDIATELY FROM THE SITE. ERECT AND MAINTAIN WEATHERPROOF AND DUSTPROOF CLOSURES AND PARTITIONS TO PRE- VENT WEATHER DAMAGE OR SPREAD OF DUST, FUMES AND SMOKE TO OTHER PARTS OF THE BUILDING, IN ACCORDANCE WITH MALL GUIDELINES AND STIPULATIONS. 9. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 10. REPAIR ALL DEMOLITION IN EXCESS OF THAT, REQUIRED AT NO COST TO THE OWNER. 11. REMOVE FROM SITE CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIALS ENCOUNTERED; DISPOSE OF BY SAFE MEANS TO PROTECT HEALTH OF WORKERS AND PUBLIC. DIVISION 3 . CONCRETE REPAIR & REPLACEMENT 1. WORK INCLUDES PATCHED, DEMOLISHED SLAB AND CERAMIC TILE, IF ANY; FILLING AND LEVELING JOINTS AND CRACKS: AND FILLING ABANDONED ELECTRICAL BOXES AND ANY HOLES GREATER THAN 1/2". 2. USE RAECO -LITH "R -35" AS UNDERLAYMENT FOR PATCHING OR APPROVED EQUAL. MIX SHALL BE TWO PARTS -- MORTAR MIX AND LATEX BINDER. MIX AND INSTALL PER MANU- FACTURER'S LATEST WRITTEN AND RECOMMENDED DIRECTIONS. DIVISION 4 - NOT USED DIVISION 5 - METAL FABRICATIONS 1. PROVIDE ALL MISCELLANEOUS METAL ITEMS INCLUDING MATERIALS, FABRICATIONS, FASTENERS, ADHESIVES AND ACCESSORIES REQUIRED FOR FINISHED INSTALLATION AS INDICATED AND SPEC- IFIED. 2. STEEL SHALL BE ASTM A366 AMERICAN OPEN HEARTH SHEET STEEL, FREE FROM SCALE AND PITTING AND OTHER DEFECTS AFFECTING APPEARANCE. 3. TUBING SHALL CONFORM TO REQUIREMENTS OF ASTM A500 OR A501 AS APPROVED. 4. WHERE METAL ITEMS ARE TO BE ERECTED AND IN CONTACT WITH DISSIMILAR MATERIALS, PROVIDE CONTACT SURFACES WITH COATING OF AN IMPROVED ZINC CHROMATE PRIMER IN MANNER TO OBTAIN NOT LESS THAN 1.0 MIL DRY FILM THICKNESS. 5. SHEET STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A606. 6. CARBON STEEL BARS SHALL CONFORM TO REQUIREMENTS OF ASTM A321. 7. ALUMINUM BREAK METAL SHALL CONFORM TO ASTM 62.21, HAVE A THICKNESS OF .090" AND BE POWDER COATED WITH "TIGER DRYLAC" SERIES #49, SWEET FACTORY BLUE #RAL5005. 8. FASTENERS SHALL BE AS REQUIRED FOR ASSEMBLY AND INSTALLATION OF FABRICATED ITEMS. 9, BOLTS SHALL BE LOW CARBON STEEL. EXTERNALLY AND INTERNALLY THREADED FASTENERS CONFORMING WITH REQUIREMENTS OF ASTM A307; INCLUDE NECESSARY NUTS AND PLAIN HARDENED WASHERS. FOR MEMBERS FOR SUPPORT OF STRUCTURAL MEMBERS OR CONNEC- TION THERETO, USE FASTENERS CONFORMING WITH ASTM A325. FOR STAINLESS STEEL AND NON-FERROUS ITEMS, USE TYPE 302 AND 304 STAINLESS STEEL FASTENERS. 10. MISCELLANEOUS MATERIALS: PROVIDE ALL INCIDENTAL ACCESSORY MATERIALS, TOOLS, METHODS, AND EQUIPMENT REQUIRED FOR FABRICATION AND INSTALLATION OF MISCELLANE- OUS METAL ITEMS AS INDICATED ON DRAWINGS. 11. VERIFY DIMENSIONS PRIOR TO FABRICATION OR CASTING. FORM METAL ITEMS TO ACCURATE SIZES AND CONFIGURATIONS AS INDICATED ON DRAWINGS AND OTHERWISE REQUIRED FOR PROPER INSTALLATION; FABRICATE WITH ALL LINES STRAIGHT AND ANGLES SHARP, CLEAN AND TRUE; DRILL, COUNTERSINK, TAP, AND OTHERWISE PREPARE ITEMS FOR CONNECTION WITH WORK OF OTHER TRADES. MAKE PERMANENT CONNECTIONS BY WELDING AND GRIND ALL EXPOSED WELDS SMOOTH TO MATCH ADJACENT SURFACES; ROUGH JOINT SUR- FACES NOT PERMITTED. AVOID USING BOLTS AND SCREWS UNLESS SPECIFICALLY INDICATED OR APPROVED; WHEN USED, DRAW UP TIGHT AND TIE THREADS TO PREVENT LOOSENING. 12. ALL FERROUS METAL ITEMS SHALL BE SHOP FINISHED. TOUCH - -UP OR REPAIR DAMAGED AREAS PRIOR TO INSTALLATION WITH SAME MATERIAL. 13. PROVIDE CONTACT SURFACES WITH CONCRETE MASONRY OR OTHER DISSIMILAR MATERIALS WITH A MINIMUM ONE POINT ZERO (1.0) MIL DRY THICKNESS OF AN APPROVED ZINC CHRO- MATE PRIMER. 14. PROVIDE ALL STEEL BLOCKING AND BRACING IN METAL STUD FRAMED PARTITIONS NECESSARY FOR A COMPLETE INSTALLATION. INCLUDE AS REQUIRED FOR SUPPORT OF ALL WALL - MOUNTED EQUIPMENT AND FABRICATIONS AS INDICATED ON DRAWINGS. PROVIDE SUPPORTS AT JAMBS OF DOORS AND ELSEWHERE, AS REQUIRED. 15. FABRICATE ALL MISCELLANEOUS FRAMING AND BRACING ITEMS TO DETAIL OF STRUCTURAL SHAPES, PLATES, AND BARS; WELD JOINTS WHERE PRACTICAL; PROVIDE BOLTS AND OTHER CONNECTION DEVICES REQUIRED. INCLUDE ANCHORAGES, CLIP ANGLES, SLEEVES, ANCHOR PLATE, AND SIMILAR DEVICES, WHETHER IMPLIED OR INDICATED. SET ACCURATELY IN POSITION AS REQUIRED AND ANCHOR SECURELY TO BUILDING CONSTRUCTION WITH FAS- TENERS APPROPRIATE TO HE INSTALLATION. DIVISION 6 - WOOD & PLASTICS 1. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MOISTURE CONTENT NOT MORE THAN 19 %. 2. PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES IN QUANTITIES REQUIRED BY LOCAL CODE OR APPROVED BY ARCHITECT. 3. USE FINISH OR CASING NAILS FOR EXPOSED WORK; USE TYPE "S" TRIM HEAD SCREWS FOR ATTACHMENT OR WOOD TRIM TO METAL STUDS, RUNNERS, OR FURRING. 4. RELIEVE BACKS OF WOOD TRIM; KERF BACKS OF MEMBERS MORE THAN 5" WIDE AND 1" NOMINAL THICKNESS; EASE ALL EXTERNAL CORNERS. 5 INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A SATISFACTORY CONDITION FOR INSTALLATION. 0 16 THS INCH 3 SPECIFICATIONS MISMOOOSPOTAIIMIONOVIMI DIVISION 7 - SEALANTS AND CAULKING DIVISION 9 - FINISHES METAL SUPPORT SYSTEM (WALL STUDS) • . Cyyj��.�. ., r, / .. li+ -4. -i ',t14•- - . Rr h- 'tY'�7�n�:S? l; CG.w'.'4rtE6: �'` .�fi7 `{ hai+'FT.1r _ y�r ?��.. r r..,' -!% y5 :'i. f, ..r `Y.'ai3CI&°FI]A'AF � ".� -4�' r IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 'i 91 (IIIIIIIIIIIII�IIIIIIIIiIIIIIII III!IIIIIijII'l i ill�l rritur illirl -li 4 5 _ 6 7 a 9 NOTE; if the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. 6. USE ADHESIVES RI COMMENDED BY THE MANLY ACTURER FOR THE PARTICULAR APPLICATION; INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOST CURRENT PRINTED APPLICATION IN- STRUCTIONS. 7. PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE INSTALLATION. RE- PLACE DAMAGED SURFACES. 8. REMOVE EXCESS ADHESIVE AND CLEAN SURFACES USING MANUFACTURER'S RECOMMENDED SOLVENT AND CLEANING PROCEDURES. 9. FILL IN ALL SEAMS WITH MANUFACTURER'S APPROPRIATE COLOR SEAM COMPOUND. 10. INSTALL WOODS AND PLASTICS IN CONFORMANCE WITH DETAILS, WITH THE FOLLOWING CON- SIDERATIONS AND REQUIREMENTS: A. INSTALL ALL MATERIAL WITH TIGHT" JOINTS. B. MITER CASINGS, MOULDING, BASE AND STOREFRONT LAMINATED OR PAINTED MDF PANELS C. ALL RUNNING TRIM ONE (1) PIECE UP TO 1O' -0 ". MATCH GRAIN AND COLOR PIECE - TO- PIECE, D. USE FINISH NAILS EXCEPT WHERE SCREWS ARE SPECIFICALLY CALLED FOR OR WHERE SCREWS DO NOT SHOW. E. SET FASTENERS FOR PUTTYING. F. WHERE SCREW ATTACHMENT REQUIRED, SPACE SCREWS AT EQUAL INTERVALS; SINK AND PUTTY IN FINISH WOOD SURFACES. G. ALL MEMBERS AND LINES LEVEL AND PLUMB. H. SELECT AND CUT MATERIAL TO EXCLUDE DAMAGED, MARKED, OR DEFECTIVE AREAS. L FINISH EXPOSED SURFACES SMOOTH, FREE FROM TOOL AND MACHINE MARKS. J. EASE ALL EXPOSED WOOD EDGES 1/8" MINIMUM RADIUS. K. INSTALL FIRE RATED DOORS IN ACCORDANCE WITH REQUIREMENTS OF NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) RECOMMENDATIONS. L. NON -COMB. FIRE TREATED WOOD BEARING FACTORY IMPREGNATED STAMP SHALL BE USED FOR ALL WOOD FRAMING MEMBERS UNLESS NOTED OTHERWISE, INCLUDING PLYWOOD. 1. PROVIDE NON -SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL SPECIFICATIONS TTS -1543 OR FS TT -S -230 TYPE "II ", CLASS "A ". PROVIDE ACOUSTICAL SEALANT WHICH SHALL BE NON - HARDENING, NON- DRYING SYNTHETIC RUBBER SEALING COMPOUND WITH MIN. - IMUM 90% SOLIDS. USE AT ALL INTERIOR JOINTS AT INTERSECTIONS BETWEEN PLANES. AROUND DOOR AND WINDOW FRAMES SEALANT SHALL BE INSTALLED AS RECOMMENDED BY SEALANT MANUFACTURER FOR THE SPECIFIC CONDITIONS AND SUBSTRATES. 2. PROVIDE BACKING MATERIAL BY DOW "ETHAFOAM" OR APPROVED EQUAL. APPLY SEALANT OVER BACKING TO UNIFORM THICKNESS IN CONTINUOUS BEADS FILLING ALL JOINTS AND VOIDS SOLID. SUPERFICIAL POINTING WITH THE SKIM BEAD WILL NOT BE ACCEPTED. 3. ALL SURFACES SHALL BE ADEQUATELY CLEANED AND PREPARED IN ACCORDANCE WTH MAN- UFACTURER'S WRITTEN INSTRUCTIONS PRIOR TO INSTALLATION. DIVISION �8�8 - WOOD & HOLLOW METAL DOORS ffi FRAMES 1. PROVIDE WELDED METAL DOOR FRAMES AT ALL G.C. PROVIDED DOORS, AS DETAILED FREE FROM SCALE AND PITTING AND OTHER SURFACE DEFECTS, UNLESS OTHERWISE NOTED. 2. PROVIDE HOLLOW METAL DOORS AS SHOWN ON PLANS CONSTRUCTED AS FOLLOWS: - MINIMUM 18 GA. FOR FACE SHEETS OF INTERIOR DOORS -- 16 GA. FOR EDGE CHANNELS. - MINIMUM 22 GA. FOR FACE STIFFENERS. - MINIMUM 16 GA. FOR INTERIOR FRAMES. 3. PROVIDE DOORS OF SIZES AND TYPES INDICATED ON DRAWINGS, FULLY WELDED SEAMLESS CONSTRUCTION W111-1 NO VISIBLE SEAMS OR JOINTS ON FACES OR VEr: TICAL EDGES; THICK- NESSES AS SCHEDULED ON DRAWINGS. 4. FACE STIFFENERS, EDGES AND HARDWARE REINFORCEMENT SHALL BE THE HIGHEST QUALITY WORKMANSHIP AND MATERIALS. PROVIDE IN ACCORDANCE WITH BEST TRADE PRACTICE AND MANUFACTURER'S WRITTEN RECOMMENDATIONS•FOR THE USE INTENDED. 5. PROVIDE CUSTOM MADE WELDED UNITS WITH INTEGRAL TRIM; SIZES AND SHAPES AS INDICATED ON DRAWINGS; FABRICATE UNITS SQUARE, TRUE AND FREE FROM DEFECTS. 6. HARDWARE REINFORCEMENT AND ANCHORS (ERECTION, FLOOR AND JAMB) SHALL BE AS RE- QUIRED FOR A SECURE INSTALLATION AND SHALL BE IN ACCORDANCE WITH TRADE REQUIRE- MENTS FOP. THE SPECIFIED HARDWARE AND INTENDED USE. 7. AFTER FABRICATION, DRESS, FILL AND SAND EXPOSED SURFACES, BODY -PUTTY HOLES AND IMPERFECTIONS. APPLY UNIFORM COAT OF MANUFACTURER'S STANDARD PRIME COAT TO ALL EXPOSED SURFACES. LEAVE READY 10 RECEIVE FINISH PAINTING. 8. INSTALL FRAMES IN ACCURATE LOCATIONS AS INDICATED ON DRAWINGS. INSTALL RIGID, PLUMB, LEVEL AND TRUE. ALIGN WITH ADJACENT CONSTRUCTION. SECURE FLOOR ANCHORS TO FLOOR CONSTRUCTION WITH APPROVED TYPE MECHANICAL FASTENINGS; ANCHOR TO ADJOINING WALLS WITH SPECIFIED ANCHORS. BRACE FRAMES TO RETAIN POSITION AND CONTINUOUSLY CHECK ALIGNMENT DURING CONSTRUCTION OF ADJACENT WALLS. ADJUST FRAME LOCATIONS AS NE- CESSARY USING SHIMS BEFORE FASTENING. LEAVE READY TO RECEIVE. SEALANT WHERE IN- DICATED ON DRAWINGS. 9. INSTALL WOOD DOORS, FRAMES, AND TRIM. SIZES AND THICKNESS AS SCHEDULED ON THE DRAWINGS. 10. PREPARE DOORS FOR FINISH HARDWARE. OBTAIN TEMPLATES FROM HARDWARE MANUFACTURER AND CONFIRM TYPE, LOCATION, AND SPECIAL REQUIREMENTS OF HARDWARE FOR EACH DOOR PRIOR TO CUTTING. 11. HANG DC JRS AS SCHEDULED ON DRAWINGS, IN ACCURATE LOCATIONS WITH 1/8" CLEARANCE AT TOPS AND 3/8" CLEARANCE AT BOTTOM, UNLESS SPECENCALLY NOTED FOR "UNDERCUTS" OR OTHER DEVIATIONS IN FIT. VERIFY CLEARANCES REQUIRED FOR TILE AND MAKE NO JOBSITE FIT IN CUTS UNLESS APPROVED. HANG PAIRS OF DOORS AS SPECIFIED WITH 3/32" CLEARANCE AT MEETING EDGES. DEMONSTRATE THAT DOORS OPEN FREELY WITHOUT BINDING, AND WHEN CLOSED, WILL LATCH PROPERLY. 12. ACCESS DOORS (PROVIDED BY GENERAL CONTRACTOR): PROVIDE ACCESS DOORS BY MILCOR OR EQUAL. USE STYLE DW AT WALLS AND CEILINGS, (OR AS REQUIRED FOR RATING). SIZE AS INDICATED. FRAME SHALL BE GALVANIZED STEEL DRYWALL BEAD FOR FRAME CONCEALMENT. PANEL SHALL BE 14GA. STEEL WITH SPRINT TYPE CONCEALED HINGES OPENING TO 175 DEGREES. LOCKS SHALL BE FLUSH, SCREWDRIVER OPERATED WITH METAL CAN. PRIME COAT SHALL BE FACTORY APPLIED. COORDINATE INSTALLATION WITH REQUIREMENTS OF OVERHEAD COILING DOOR MANUFACTURER. 1. PROVIDE CHANNEL - SHAPPED ROLL FORMED SHEET STEEL MEMBERS CONFORMING WITH ASTM C640, HOT DIPPED FINISH WHERE EXPOSED TO MOISTURE NOT LESS THAN 20 GAUGE. PROVIDE 16 GAUGE AT DOOR JAMBS. 2. PROVIDE COLD, ROLLED STEEL CHANNELS NOT LESS THAN 16 GAUGE. 3. PROVIDE ROLL HAT -- SHAPED CHANNELS MINIMUM 25 GAUGE, 7/8" DEEP WITH 1/2" HEMMED EDGES. HOT DIPPED FINISH WHERE NOTED. 4. FOR INTERIOR WALL CONNECTIONS TO EXIST. STRUCTURE ABOVE SEE STRUCTURAL. SHEETS. 5. PROVIDE GALVANIZED HANGERS OF STEEL WIRE IN ACCORDANCE WITH ASTM C754. 6. PROVIDE JACK STUDS BETWEEN BOTTOM TRACK AND WINDOW AND /OR RELIEF SILLS BETWEEN LINTELS AND HEADERS IN TOP TRACKS. 7. PROVIDE BLOCKING AND FRAMING FOR ALL WALL MOUNTED FINISH HARDWARE AND EQUIP- MENT, INCLUDING DOOR STOPS. 8. PROVIDE CEILING SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS INDICATED ON DRAWINGS. 9. PROVIDE: DOUBLE BEAD TO BUTYL SEALANT AT FLOOR TRACKS. APPLY DOUBLE BEAD TO CEILING TRACK AND TO STUDS ABUTTING OTHER CONSTRUCTION. _ I I I I I I {I I I� I I I I I I I I I I II ! ,IIIIIjII 10 11 ,MUE.6EPNANY 12 1 pc 6Z 8c LZ 9Z GL 4 7Z c ZZ Lz OZ fit 81. Lt 9L SL bL CL LL LL OL 6 8 L , 9 G ti C Z t Wv ! IIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIiIlIIlIIIIIIIIII! IIIIIIIIIIIIIIIIIIdIIUill�lll ;�L!JJJI�I�� i1ii II�IIIIIIUI�III! II! IIIlill�iilillJll�II lI! IIIIIIIIIIIIILIIIIIIIILI I�IIi�IIILILIII��( I�III)IIIIIh�I�.I�III!�II�I�Li1 If�II��III MIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIII • 10. PROVIDE CHANNEL SHAPED BLOCKING SUPPORT OR GALVANIZED STRIP SUPPORT OF WALL -HUNG CABINETS, EQUIPMENT, FIXTURES AND ACCESSORIES OF NOT LESS THAN 22 GA. MATERIAL. PRO- VIDE SUPPORT IN WALL OR PARTITION FRAMING SYSTEM WHEREVER WALL HUNG CABINETS AND EQUIPMENT ARE INDICATED ON DRAW1NCS. AND WHERE REQUIRED FOR MOUNTING OF MISCE- LANEOUS ITEMS REQUIRING BACKINC. 11. SET FLOOR TRACKS IN ACCURATE LOCATIONS AND SECURELY ANCHOR !N ACCORDANCE WITH ASTM STANDARDS. ERECT STUDS ON 16" OR 24" (AS INDICATED) CENTERS AND SECURE TO TRACK. INSTALL HEAD TRACK IN ACCORDANCE WITH DETAILS. INSTALL BLOCKING, BRACING, AND ANCHOR STRIPS; LEAVE READY TO RECEIVE FINISH MATERIALS. 12. ERECT ALL COMPONENTS FOR CEILING AND SOFFIT FRAMING IN ACCURATE LOCATIONS AS INDICATED, TRUE TO LINE, LEVEL AND PLUMB, AND IN ACCORDANCE WITH APPLICABLE ASTM STANDARDS AS REFERENCED ABOVE, USING A LASER LEVEL. ADJUST SUPPORTS, SPANS OR OTHERWISE FOR INSTALLATION WITHIN SPECIFIED TOLERANCES. 13. PROVIDE KICK F3RA.ING IN ACCORDANCE WITH INDUSTRY STANDARDS FOR WALL STUDS, CEIL- ING MEMBERS, DRAFT OR SMOKE STOPS AND CURTAIN WALLS. PAINTING 1. PROVIDE PAINT FINISHES FOR BUILDING AND OTHER SURFACES AS SCHEDULED ON DRAWINGS OR AS SPECIFIED HEREINAFTER INCLUDING SEALING OF CONCRETE FLOOR AT CORRIDOR AND STOCKROOM. NO PAINT FINISH IS REQUIRED ON ITEMS HAVING COMPLETE FACTORY FINISH, EXCEPT AS MAY BE SPECIFIED HEREINAFTER; PUTTY AND /OR SEALANT AT ALUMINUM WIN- DOWS; NON - FERROUS METAL UNLESS SPECIFICALLY MENTIONED IN THE PAINTING SCHEDULE; STAINLESS STEEL; INTERIOR OR EXTERIOR OF EXISTING BUILDING, EXCEPT WHERE ALTERATIONS OCCUR OR WHERE SCHEDULED. PAINT GRILLES AND DIFFUSERS. NO PAINTING IS REQUIRED FOR 'INSULATING PIPING, EXCEPT WHERE EXPOSED IN FINISH, NON - MECHANICAL ROOM SPACES. 2. PROTECT WORK OF OTHER TRADES FROM DAMAGE AND DEFACEMENT CAUSED BY THIS WORK. REPAIR ANY DAMAGE CAUSED BY THE WORK OF THIS SECTION. REMOVE ELECTRICAL OUTLET AND SWITCH PLATES, MECHANICAL DIFFUSERS, GRILLES, ESCUTCHEONS, REGISTERS, SURFACE HARDWARE, FITTINGS, AND FASTENINGS PRIOR TO COMMENCING THE WORK. STORE, CLEAN, AND REPLACE UPON COMPLETION. 3. PAINT CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IF ANY SURFACE TO BE PAINTED OR STAINED IS FOUND TO BE UNSUITABLE TO PRODUCE PROPER FINISH. APPLY NO FINISH MATERIAL UNTIL THE UNSUITABLE SURFACES HAVE BEEN MADE SATISFACTORY. 4. FINISH WORK SHALL BE UNIFORM, OF APPROVED COLOR, SMOOTH AND FREE FROM RUNS. MAKE ENDS OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN. WHERE HIGH GLOSS ENAMEL IS USED, LIGHTLY SAND UNDERCOAT TO OBTAIN A SMOOTH FINISH COAT. 5. PROVIDE ALL NEWLY PAINTED SURFACES WITH (1) COAT TINTED PRIMER AND (2) COATS FI- NAL COLOR COAT, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER'S SPECIFICATIONS. 6. DELIVER ALL PAINT TO JOBSITE IN UNOPENED CONTAINERS BEARING THE MANUFACTURER'S LABEL, AND SHOWING PAINT TYPE, SHEEN AND COLOR. 7. PAINT TYPES USED SHALL BE THOSE SPECIFICALLY RECOMMENDED BY THE MANUFACTURER FOR THE MATERIAL TO WHICH THEY WILL BE APPLIED. PAINTING CONTRACTOR SHALL FOL- LOW MANUFACTURER'S INSTRUCTIONS FOR PROPER APPLICATION OF THE PAINT. 8. ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED, AND PREPARED FOR PAINTING PRIOR TO APPLICATION OF PAINT. PROVIDE VENTILATORS AS REQUIRED TO PREVENT BUILD -UP OF FUMES. 9. SANDPAPER ALL NEW WOOD TO SMOOTH AND EVEN SURFACE AND DUST OFF. AFTER PRIM- ING COAT HAS BEEN APPLIED, THOROUGHLY FILL ALL NAIL HOLES AND OTHER SURFACE IM- PERFECTIONS WITH PUTTY TINTED WITH PRIMER OR STAIN TO MATCH WOOD COLOR. SAND ALL WOODWORK BETWEEN COATS TO A SMOOTH SURFACE. 10. BACK PRIME ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO INSTALLATION. THOR- OUGHLY CLEAN SURFACES AND APPLY NO FINISH UNLESS SURFACES ARE DRY AND READY FOR APPLICATION. SANDPAPER SURFACES OF TRIM SMOOTH AND WIPE CLEAN. AFTER STAIN COAT HAS BEEN APPLIED, FILL CRACKS AND HOLES WITH PLASTIC WOOD OR PUTTY. IF STAIN HAS BEEN USED, TINT CRACK FILLER TO MATCH; PRIME BACKS OF TRIM. PRIME BARE WOOD SCHEDULED TO RECEIVE PAINT FINISH; FINISH NAIL HOLES, CRACKS, AND OTHER IMPERFEC- TIONS WITH PUTTY AND SAND SMOOTH. 11. AT COMPLETION, TOUCH -UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL SUR- FACES IN GOOD AND CLEAN CONDITION. PROVIDE FOR MULTIPLE SITE VISITS AS REQUIRED FOR TOUCH -UP AND REFINISHING. 12. OTHER PAINT MANUFACTURER'S MAY NOT BE SUBSTITUTED WITHOUT APPROVAL OF ARCHITECT. GYPSUM WALL BOARD 1. PROVIDE GYPSUM WALL PANELS MANUFACTURED IN ACCORDANCE WITH REQUIREMENTS OF ASTM 336. 2. PROVIDE TYPE "X" FIRE RETARDANT GYPSUM WALL BOARD PANELS 5/8" THICK, TESTED AND QUALIFIED FOR 1 -HOUR RATING, TAPERED AND ROUNDED AT EDGES AS INDICATED ON DRAWINGS. 3. PROVIDE METAL EDGE AND CORNER BEADS AT ENDS, EDGES AND CORNERS. 4. WATER RESISTENT GYPSUM WALL BOARD SHALL BE 5/8" THICK, QUALIFIED FOR 1 -HOUR RATING, TAPERED AND ROUNDED EDGES AND BE INSTALLED IN ALL WET AREAS AS INDICAT- ED ON DRAWINGS. 5. FOR CONTROL JOINTS, PROVIDE U.S. GYPSUM #093 OR APPROVED EQUAL. INSTALL iN LOCATIONS AS RECOMMENDED BY INDUSTRY STANDARDS AND IN COMPLIANCE WITH U.S. GYPSUM STAN- DARDS. 6. PROVIDE FASTENERS IN ACCORDANCE WITH ASTM C646; UNLESS OTHERWISE NOTED OR IN- DICATED, PROVIDE TYPE 'S' BUGLE HEAD SCREWS FOR ATTACHMENT OF WALL BOARD TO METAL FRAMING, AND TYPE 'S' PAN HEAD SCREWS FOR ATTACHMENT OF FRAMING TO DOOR FRAMES. 7. PROVIDE ALL INCIDENTAL AND ACCESSORY MATERIALS, TOOLS, EQUIPMENT, AND METHODS REQUIRED FOR SATISFACTORY COMPLETION OF GYPSUM WALL BOARD CONSTRUCTION INCLUD- ING ACCESS DOORS AND PANELS. 8. APPLY CON11NUOUS BEAD OF SEALANT AT ALL JOINTS OF WALL BOARD ABUTTING ADJACENT CONSTRUCTION, INCLUDING AROUND FRAMED OPENINGS AND OTHER PROTRUSIONS THROUGH WALL BOARD. WHERE SEALANT IS EXPOSED, PROVIDE POLY - SULFIDE SEALANT; WHERE UN- EXPOSED, PROVIDE ACOUSTIC SEALANT. 9. APPLY PRE -FILL COMPOUND TO JOINTS IN ACCORDANCE WITH INDUSTRY STANDARDS. APPLY EMBEDDING COMPOUND REINFORCING TAPE CENTERED OVER JOINT; APPLY SKIM COAT. AFTER TAPING AND EMBEDDING COMPOUND IS DRY, APPLY SECOND COAT FILLING AND TAPER FLUSH WITH SURFACE; NO SECOND COAT REQUIRED AT INTERIOR ANGLES. FIRE TAPE PENETRATIONS AT DEMISING WALLS, CORRIDOR ENVELOPE AND OTHER RATED ASSEMBLIES. 10. PROVIDE FINAL FINISH THAT IS SMOOTH, WITHOUT DIVOTS, BUMPS, BOWS OR ANY OTHER SURFACE BLEMISH, READY TO RECEIVE PAINT. CITY Of TUKW'ILA APPROVED At; j• -1(113 r -1 LIE CTTY 0 AUG PER DIVISION 9 - (C01111 T>iLE 1. INSTALL TILE IN AREAS INDICATED FROM LEASE LINE TO TRANSITION. USE ADHESIVES AND APPLY ONLY AS RECOMMENDED BY MANUFACTURER AND IN ACCORDANCE WITH INDUSTRY STANDARDS. 2. INSTALLERS MUST BE SPECIALISTS WITH A MINIMUM OF TWO (2) YEARS EXPERIENCE. 3. ALL INSTALLATION SHALL CONFORM TO THE LATEST APPLICABLE TILE COUNCIL OF A'.:ERICA AND ANSI STANDARDS. 4. DO NOT COMMENCE INSTALLATION UNTIL SUBSTRATE HAS BEEN MADE SUITABLE FOR TILE INSTALLATION. 5. REVIEW ALL AREAS TO RECEIVE TILE FLOORING (PRIOR TO SUBMITTING ESTIMATE) TO DETER- MINE THE REQUIRED EXTENT OF SUBFLOOR PREPERATION. 6. SET AND GROUT TILE WHEN AMBIENT TEMPERATURE IS AT LEAST 50 AND RISING. ALIGN ALL JOINTS AND CORNERS. 7. CLEAN METAL AND WOOD SURFACES AND CONCRETE FLOORS, REMOVING ALL FOREIGN MATTER AND CONTAMINANTS SUCH AS GREASE, OIL, DUST, WATER, SURFACE DIRT, OLD SEALANTS OR GLAZING COMPOUNDS, AND PROTECTIVE COATINGS. METAL SHALL BE CLEANED BY MECHANI- CAL OR SOLVENT PROCEDURES. 8. INSTALL TILE TO CONCRETE SUBSTRATE PER TCA STANDARD F113 -89 WITH UNIFORM%LY SPACED JOINTS AS SPECIFIED, TO PATTERN INDICATED IN PLANS, OR AS SPECIFIED BY L.L.. VERIFY LAY- OUT AND CUTS WITH PROJECT MANAGER PRIOR TO COMMENCEMENT OF WORK. CUT TILE AT WALL INTERSECTIONS FOR CONCEALMENT BY BASE WHERE APPLICABLE. VARY MORTAR THICK- NESS, AS NECESSARY, TO ACCOMMODATE VARIATIONS IN THE TILE THICKNESS. 9. CLOSE AREAS IN WHICH TILE IS BEING PLACED TO TRAFFIC AND OTHER WORK. KEEP AREA CLOSED UNTIL TILE IS FIRMLY SET. PROTECT FLOORING FROM DAMAGE. REPLACE DAMAGED TILE AT NO ADDITIONAL COST TO OWNER. 10. INSTALL TILE TO WOOD SURFACES AND ALUMINUM GLAZING CHANNEL AND METAL BASE WITH DOW CORNING 795 SILICONE BUILDING SEALANT, BEADS AT 6" ON CENTER MAXIMUM. 11. GROUT FLUSH WITH TILE EDGES. WIPE TILES WITH CHEESE CLOTH INSTEAD CF SPONGE. 12. DAMP CURE PER MORTAR AND GOUT MANUFACTURER'S RECOMMENDATIONS. 13. SEAL TILE PER MANUFACTURER'S WRITTEN INSTRUCTIONS WITH SEALER RECOMMENDED FOR THE TILE INSTALLED. DOUBLE SEAL ALL JOIN TS. BASE 1. INSTALL PORCELAIN TILE BASE IN SALES AREA PER DETAIL AND SPECS. 2, INSTALL QUARRY TILE COVE BASE IN BACKROOM AND TOILET PER DETAILS, SPECS & HEALTH CODE. 3. PROVIDE PREMOLDED INSIDE AND OUTSIDE CORNERS FOR ALL CONDITIONS AT WHICH CORNERS ARE TO BE USED. JOB MITERING SHALL BE PERMITTED ONLY UPON OWNER'S APPROVAL. 4. USE ADHESIVES ONLY AS RECOMMENDED BY THE MANUFACTURER OF THE MATERIAL TO WHICH IT IS APPLIED. 5. CAREFULLY INSPECT ALL SURFACES TO RECEIVE BASE PRIOR TO INSTALLATION. REPAIR DAMAGED SURFACES PRIOR TO INSTALLATION. 6. UPON COMPLETION, IMMEDIATELY REMOVE ALL. SURPLUS ADHESIVE FROM ADJACENT SURFACS, IN ACCORDANCE WITH THE TIMING RECOMMENDED BY THE MANUFACTURER, USING MATERIALS RECOMMENDED FOR THAT PURPOSE BY THE MANUFACTURER. GLASS & GLAZING 1. PROVIDE TEMPERED GLASS, GRADE "B ", STYLE #1, TYPE "1", QUALITY 03, 1/2" THICK, UNLESS OTHERWISE NOTED. ALL GLASS TO BE CLEAR. 2. ALL GLASS EDGES SHALL BE GROUND SMOOTH & POLISHED. 3. GENERAL GLASS SHALL BE q3 IN ACCORDANCE WITH FEDERAL SPECIFICATIONS DD -G -451 AND FGMA GLAZING MANUAL. 4. STOREFRONT GLASS SHALL BE AS REQUIRED FOR THE SIZES AND CONDITIONS DETAILED. FRAME SECTION SHALL BE EXPOSED WHERE INDICATED. FRAME FINISH SHALL BE FACTORY POWDER COATED "TIGER DRYLAC" SERIES #=49, SWEET FACTORY BLUE #RAL5005 W/ SMOOTH GLOSSY FINISH. 5. PROVIDE RESILIENT NEOPRENE BLOCKS 70 TO 90 SHORE A DUROMETER HARDNESS AND RESILIENT ACCESSORIES DESIGNED FOR POSITIONING GLASS IN RABBETS. 6. PROVIDE CLIPS OF NON - CORROSIVE METAL WITH ROUNDED EDGES DESIGNED FOR CONTACT BLOCKS, NOT GLASS. 7. PROVIDE STANDARD PREFORMED GLAZING TAPE, STANLOCKE 400 TRIMCO 440, OR APPROVED. 8. PROVIDE NON- SHRINKING ELASTROMERIC TAPE WHERE REQUIRED. 9. USE SILICONE SEALANT DOW , OR GE SILPRUF, CLEAR, OR APPROVED EQUAL. USE ONLY IF REQUIRED BY LOCAL BUILDING CODES, OTHERWISE ALL STOREFRONT GLASS SHALL HAVE A 1/4" VERTICLE CLEAR SPACE BEWTWEEN GLASS PANELS. 10. ALL EDGES, DRILLED HOLES AND NOTCHES SHALL BE FACTORY CUT AND /OR FACTORY FORMED. TOUCH -UP "RAW" EDGES TO MATCH FRAME. 11. INSTALL IN ACCORDANCE WITH FGMA RECOMMENDATIONS UNLESS NOTED OTHERWISE. 12. VERIFY THAT FRAMES TO RECEIVE GLAZING ARE SQUARE AND TRUE, THAT PERIMETER CLEAR- ANCES ARE SUFFICIENT TO PREVENT "POINT LOADING ", AND THAT SURFACES ARE CLEAN, DRY AND READY TO RECEIVE GLAZING MATERIALS. REMOVE ALL PROTECTIVE COATINGS FROM FRAMING SURFACES. 13. CENTER GLASS IN RABBETS AND POSITION SO AS TO MAINTAIN CLEARANCES ON ALL SIDES, INDOORS AND OUT', IN ACCORDANCE WITH FGMA RECOMMENDATIONS. SHIM AS REQUIRED TO POSITION AGAINST FIXED STOPS AND FRAME BARS. 14. SET ALL EXTRUSIONS IN CORRECT LOCATIONS AS SHOWN IN THE DETAILS. THEY SHALL BE LEVEL, FLUSH, SQUARE, PLUMB AND IN ALIGNMENT WITH OTr-IER WORK. 15. UPON COMPLETION, REMOVE ALL EXCESS SEALANT AND MATERIALS FROM SURFACES; WASH AND CLEAN ALL GLASS FRAMING MEMBERS. SUSPENDED CEDING SYSTEM 1. SYSTEM COMPONENTS SHALL CONFORM TO ASTM C635 IN TERMEDIATE DUTY AND UBC STANDARD 47 -18 INTERMEDIATE DUTY. INSTALLATION OF SYSTEMS SHALL CONFORM TO ASTM C636, WITH A DEFLECTION OF NOT MORE THAN 1/360 OF THE SPAN. 2. FURNISH ALL LABOR AND MATERIALS REQUIRED FOR A COMPLETE SUSPENDED CEILING SYSTEM. REVIEW JOB SCHEDULE TO VERIFY INSTALLATION DATES AND MATERIAL AVAILABILITY. 3. COORDINATE CEILING SUSPENSION SYSTEM WORK WITH OTHER WORK, SUCH AS CEILING LIGHT FIXTURES AND AIR OUTLETS. PROTECT FINISHED WORK INSTALLED BEFORE INSTALLATION OF CEILING SUSPENSION SYSTEM. REPLACE WORK DAMAGED BY WORK UNDER THIS SECTION. 4. THE TENANT'S C.C. SHALL MAINTAIN FIRE AND SMOKE RATINGS AS REQUIRED BY CODES AND LANDLORD'S SPECIFICATIONS AND REGULATIONS. 5. ALL LOCKING CROSS 1EES SUPPORTING OTHER CROSS TEES SHALL CONFORM TO THE SAME CLASSIFICATION AS THE MAIN RUNNERS. MAIN RUNNERS AND CROSS TEES SHALL BE COLD ROLLED ELECTRO- GALVANIZED STEEL. 6. WALL ANGLE MOLDINGS SHALL BE COLD ROLLED ELECTRO- GALVANIZED STEEL. 7. CORNERS SHALL BE MANUFACTURER'S PREFABRICATED INSIDE AND OUTSIDE CORNER MOLDINGS. 8. FINISH SHALL BE BAKED ENAMEL IN SELECTED COLOR. 9. HANGER WIRE SHALL BE 12 GAUGE GALVANIZED STEEL WIRE CONFORMING TO FS QQ -W- 461, TYPE I, UNLESS NOTED OTHERWISE. 10. INSPECT LOCATIONS TO RECEIVE WORK AND CHECK THE EXISTING DIMENSIONS. ASCERTAIN BEFORE PROCEEDING WITH WORT: THAT ALL REQUIRED INSPECTIONS HAVE BEEN MADE. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF RESPONSIBILITY RELATED TO GUARANTEE REQUIREMENTS. 11. THE BUILDING SHALL BE EXAMINED BEFORE BEGINNING WORK TO DETERMINE THAT IT IS PROP- ERLY ENCLOSED AND THE STRUCTURE IS IN PROPER CONDITION TO RECEIVE ACOUSTICAL MA- TERIALS. SPECIFiCATIONS 12. THE AREA SHALL BE BROOM CLEANED AND UNINTERRUPTED FOR FREE MOVEMENT OF SCAFFOLD- ING. SCAFFOLDING SHALL BE OF A TYPE THAT WILL NOT SCAR OR MAR FLOOR SURFACES AND WILL NOT DAMAGE OTHER CONSTRUCTION. WORK NOT TO PROCEED UNTIL SATISFACTORY CON- - DITIONS DESCRIBED ABOVE PRESIDE. 13. ATTACH HANGER WIRE TO SOUND, SECURE STRUCTURAL MEMBERS CAPABLE OF CARRYING THE NEW LOAD WITHOUT DEFLECTION. WRAP, BOLT OR CLIP WIRE HANGERS TO STRUCTURAL STEEL MEMBERS, OR INSTALL DROP CLIPS ON STRUCTURAL STEEL MEMBERS AND TIE WIRE HANGERS TO DROP CLIPS. 14. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING WERE NECESSARY TO SUSPEND CEILING SYSTEM FIXTURES AND EQUIPMENT AND WHERE SPACING OF STRUCTURAL SUPPORTS EXCEEDS SPECIFIED HANGER SPACING. WHERE DIRECT SUSPENSION OF. SUPPLEMENTARY FRAMING FOR SUPPORT OF EQUIPMENT, FIXTURE OR DUCTWORK IS NOT POSSIBLE DUE TO OBSTRUCTIONS, SUPPLEMENTARY FRAMING MAY BE SUSPENDED BY "TRAPEZE" ARRANGEMENT OF HANGER WIRE. SUSPEND LIGHT FIXTURES FROM STRUCTURE BY ATTACHMENT OF ONE HANGER AT EACH CORNER OF THE FIXTURE. 15. FURNISH ADDITIONAL WIRES FOR LIGHTING FIXTURES AND MECHANICAL REGISTERS IN SUSPENDED CEILING. PROVIDE SEISMIC BRACING AS REQUIRED. 16. INSTALL CEILING SUSPENSION SYSTEM IN ACCORDANCE WITH ASTM C636. LOADING OF ANY COMPONENT MAY NOT CAUSE DEFLECTION OF MORE THAN 1/360 OF THE SPAN. USE LASER LIGHT FOR LAYOUT AND LEVELING. 17. INSTALL MAIN RUNNERS 48 INCHES O.C. TIE HANGER WIRES TO MAIN RUNNERS TIGHTLY WITH AT LEAST THREE FULL TURNS. INTERCONNECT MAIN RUNNERS BY LOCKING CROSS TEES 48 INCHES LONG TO FORM 24 INCH BY 48 INCH MODULES. WHEREVER SHOWN ON THE DESIGN PLANS, THESE MODULES SHALL BE DIVIDED BY CROSS TEES 24 INCHES LONG INSTALL PER- PENDICULAR TO THE OTHER CROSS TEES TO FORM 24 INCH BY 24 INCH SECTIONS. PROPER LENGTH LOCKING CROSS TEES SHALL ALSO BE INSTALLED ADJACENT TO ALL SIDES OF RECESSED LIGHT FIXTURES NOT SUPPORTED BY A MAIN RUNNER. 18. ALL SUSPENDED CEILINGS SHALL BE BRACED TO RESIST LATERAL AND HORIZONTAL MOVEMENT AS REQUIRED BY THE GOVERNING CODES. THE TENANT'S G.C. SHALL VERIFY ALL APPLICABLE CODES AND CONFORM. 19. CUT TILES TO MATCH FIELD PATTERN RECESS. ANY ACOUSTICAL CEILING PANELS LESS THAN FULL SIZE SHALL HAVE CUT EDGES TRIMMED TO MATCH FACTORY TEGULAR EDGES. SUSPENDED CEILING SHALL INTERSECT ALL VERTICAL WALLS AT 90 UNLESS OTHERWISE NOTED. PAINT ALL CUT EDGES TO MATCH CEILING COLOR. 20. UPON COMPLETION OF WORK FOLLOWING INSTALLATION OF SUSPENSION SYSTEMS, DIRTY OR DISCOLORED SURFACES OF SUSPENSION COMPONENTS SHALL BE CLEANED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LEFT FREE FROM DEFECTS. COMPONENTS THAT ARE DAMAGED OR IMPROPERLY INSTALLED BE REMOVED AND REPLACED WITHOUT ADDITIONAL COST TO THE OWNER. 21. LEAVE FOUR, FULL, UNDAMAGED TILES AT JOBSITE. DIVISION 10 - SPECIALTIES INSTAL.Lr9TSIOONI TOILET ACCESSORIES (O.F. /C.I.) 1. TENANT'S G.C. SHALL PROVIDE THE FOLLOWING, IF NOT EXISTING. A. TOILET PAPER DISPENSER B. PAPER TOWEL DISPENSER (AT TOILET ROOM & BACKROOM HAND SINKS). C. HANDICAP GRAB BARS (WHEN REQUIRED) D. SOAP DISPENSER (AT TOILET ROOM & BACKROOM HAND SINKS). E. SEAT COVER DISPENSER (WHEN REQUIRED) F. MIRROR 1. DELIVER INSERTS AND ROUGH -IN FRAMES TO JOBSITE AT APPROPRIATE TIME FOR BUILDING IN. 2. FASTENINGS: FURNISH TOILET ACCESSORIES, COMPLETE WITH ALL REQUIRED MOUNTING DEVICES, FASTENINGS, AND ACCESSORIES AS REQUIRED FOR A FINISHED INSTALLATION, PRO- PERLY PACKAGED AND TAGGED FOR READY IDENTIFICATION. FASTEN ALL ITEMS WITH SCREWS OR BOLTS EXTENDING AT LEAST 1" INTO SOLID BACKING IF NO OTHER FASTENING IS SPEC- IFIED. 3. INSTALLATION OF TOILET ACCESSORIES SHALL BE IN ACCORDANCE WITH THE DRAWINGS, RE- VIEWED SHOP DRAWINGS, AND THE MANUFACTURER'S INSTALLATIONS AND RECOMMENDATIONS. 4. TEN. G.C. SHALL SUPPLY & INSTALL ADEQUATE BACKING FOR SECURE INSTALLATION OF ALL ACCESSORIES. MOUNTING: 1. LOCATIONS AND HEIGHTS, SHALL BE AS SHOWN ON DRAWINGS AND IN CONFORMANCE WITH 'HANDICAP' ORDINANCES. FIRE EXTINGUISHERS (FURN. AND MIST. BY TEN. G.C.) 1. EXTINGUISHERS SHALL BE 10- -POUND CAPACITY, U.L. LABELS, ENAMEL, STEEL CONTAINER WITH PRESSURE INDICATING GAUGE FOR CLASS A, B, OR C FIRES. 2. IF REQUIRED TO MOUNT FIRE EXTINGUISHER IN SALES AREA INSTALL FIRE EXTINGUISHER CABINET RECESSED IN WALL (LOCATION TO BE DETERMINED BY ARCHITECT) CABINET TO BE "LARSEN'S MANUFACTURING" 2409 -R RECESSED CABINET 1- 800 - 527 -7367 FINISH TO BE POLISHED STAINLESS STEEL. 3. SUPPLY AT LEAST ONE (1) 2A 10BC FIRE EXTINGUISHER. HARDWARE 1. ALL FINISH HARDWARE FOR COMPLETE WORK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. QUANTITIES LISTED IN ANY INSTANCE ARE FOR THE CONTRACTORS CONVENIENCE ONLY AND ARE NOT GUARANTEED. ITEMS NOT SPECIFICALLY MENTIONED BUT NECESSARY TO COMPLETE THE WORK SHALL BE FURNISHED, MATCHING IN QUALITY AND FINISH, THE ITEMS SPECIFIED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER OPERATION AND FITTING OF HARD- WARE IN LOCATIONS SPECIFIED. THE CONTRACTOR MUST SUPPLY A ROOM UNDER LOCK AND KEY TO STORE ALL FINISH HARDWARE UNTIL INSTALLATION IS MADE. THE HARDWARE SUP- PLIER MUST MARK EACH ITEM OF HARDWARE AS TO DESCRIPTION AND LOCATION OF INSTAL- LATION IN ACCORDANCE WITH APPROVED HARDWARE SCHEDULE. EXPOSED SURFACES OF HARDWARE SHALL BE COVERED AND WELL PROTECTED DURING INSTALLATION, SO AS TO AVOID DAMAGE TO FINISHES. 3. PROVIDE HARDWARE FOR FIRE- -RATED OPENINGS IN COMPLIANCE WITH REQUIREMENTS OF NAPA 80. THIS REQUIREMENT TAKES PRECEDENCE OVER OTHER REQUIREMENTS FOR SUCH HARDWARE. 4. HARDWARE FINISH SHALL BE °RITE BRASS OR BRUSHED ALUMINUM AS NOTED IN DOOR SCHEDULE 5. HARDWARE SUPPLIER WILL PROVIDE APPROVED SCHEDULED AND PAPER TEMPLATES TO VAR- IOUS OTHER SUPPLIERS FOR DOOR AND FRAME PREPERA11ON FOR HARDWARE. 6. FURNISH AND INSTALL FINISH HARDWARE, CYLINDERS, AND KEYS: "BEST" SEVEN PIN ROD. 7. EACH ITEM OF HARDWARE SHALL BE PACKAGED SEPARATELY WITH ALL NECESSARY SCREWS, BOLTS, TAMPINS, KEYS AND INSTALLATION TEMPLATES. DELIVER PACKAGES, CLEARLY IDENTI- FIED, WITH HEADING NUMBER AS APPROVED ON HARDWARE SCHEDULE. 8. INSTALL EACH HARDWARE ITEM IN ACCORDANCE WI TH THE MANUFACTURER'S WRITTEN IN- STRUCTIONS AND RECOMMENDATIONS AND LOCATE MI ACCORDANCE WITH RECOMMENDED LOCATIONS. SET ITEMS LEVEL, PLUMB. AN Q TRNE TO LINE AND LOCATION. ADJUST AND RE- INFORCE THE ATTACHMENT SUBSTRATE, AS r ' _CESSARY, FOR A SECURE INSTALLATION. SPACE FASTENERS AND ANCHORAGES AS INDICATE OR IN ACCORDANCE WITH INDUSTRY STANDARDS. 9. MAKE FINAL ADJUSTMENT AND CHECK OF HARDWARE DURING THE WEEK IMMEDIATELY PRIOR TO ACCEPTANCE. CLEAN AND RELUBRICATE OPERATING ITEMS, AS NECESSARY, TO RESTORE PROPER FUNCTIONING AND FINISH OF HARDWARE AND DOORS. MAKE FINAL ADJUSTMENT OF LOCKSETS AND THE CLOSERS TO COMPENSATE FOR OPERATION OF HEATING AND VENTILAT- ING SYSTEMS UNDER THE SUPERVISION OF MANUFACTURER'S REPRESENTATIVE. 10. LUBRICATE ALL MOVING PA!ZTS WITH GRAPHITE -TYPE LUBRICANT, UNLESS OTHERWISE RE- COMMENDED BY MANUFACTURER. REPLACE ALL HARDWARE WHICH CANNOT BE LUBRICATED AND ADJUSTED TO OPERATE FREELY AND SMOOTHLY. IfTiY .K��4�irY1�8.Uf:- "3�fA�f�1'47 f' i'I' i' 1 'j'►'i'I'� ' I'I'('j'I'i'I'j'I'�' i' 0 16THS INCH 1 Illjill; !II1III1IIITr r IlIIf III!'I 11�I IIIJIII 4 5 NOTE: If the m PAINT NOTES: TILE: F -1 BASE: B -1 2. PAINT CONTRACTOR SHALL NOTIFY THE. GENERAL CONTRACTOR IF ANY SURFACE TO BE PAINTED OR STAINED IS FOUND TO BE UNSUITABLE TO PRODUCE A PROPER FINISH. APPLY NO FINISH MATERIAL UNTIL THE UNSUITABLE SURFACES HAVE BEEN MADE SATISFACTORY. 3. AT COMPLETION, TOUCH -UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL SURFACES IN GOOD AND CLEAN CONDITION. 4. PROVIDE ALL PAINT SURFACES WITH ONE (1) COAT TINTED PRIMER AND TWO (2) COATS FINAL COLOR. 5. SANDPAPER ALL WOOD TO SMOOTH AND EVEN SURFACE AND DUST OFF. AFTER PRIMING OR STAIN COAT HAS BEEN APPLIED, THOROUGHLY FILL ALL NAIL HOLES AND OTHER SURFACE IMPERFECTIONS WITH PUTTY TINTED WITH PRIMER OR STAIN TO MATCH WOOD COLOR. SAND ALL WOODWORK BETWEEN COATS TO A SMOOTH SURFACE. 6. GENERAL CONTRACTOR SHALL SUBMIT SAMPLES OF EACH COLOR AND FINISH FOR ARCHITECTS APPROVAL. COLORS: P -1 P- 2 P- 3 P- 4 P -5 P -6 POWDER COAT: P- 7 NOTES: 1. FRP -1 NOTES: 1. F- 2 GROUT: FINISHES IN PLANS SHALL BE DENOTED AS FOLLOWS: SUFFIX INDICATES PAINT FINISH. F = FLAT S = SEMI -GLOSS E = EGGSHELL G = GLOSS EXAMPLE: P -1G (PAINT COLOR = P -1, G = GLOSS FINISH) MANUFACTURER: COLOR: NO: MANUFACTURER: COLOR: NO: (NOT USED). MANUFACTURER: COLOR: NO: MANUFACTURER: COLOR: NO: MANUFACTURER: NO: MANUFACTURER: NO: COLOR: FINISH: MANUFACTURER: COLOR: NO: FLOOR TILE & BASE MANUFACTURER: SERIES: GROUT: MANUFACTURER: SERIES: GROUT: MANUFACTURER: COLOR: GROUT: FIELD CUTS: B -2 MANUFACTURER: STYLE ZOLATONE #43 -23904 notice, it is due to the quality of the original document. DUNN- EDWARDS GREEN VAPOR #010 -36P DUNN- EDWARDS VANILLA BEAN #Q7- 36P DUNN - EDWARDS BLUE BRILLIANCE #014 -67U DUNN - EDWARDS SWISS COFFEE WHITE #08- 36P TIGER DRYLAC SERIES #49 #RAL5005 SWEET FACTORY BLUE SMOOTH GLOSSY FIBERGLASS REINFORCED PANELS MARL{ iE WAINSCOT WHITE #P -100 9. COVE RADIUS TO BE A MINIMUM OF 3/8" TYPICAL. THE MATERIALS, PREPARATION AND INSTALLATION SHALL CONFORM TO THE AMERICAN NATIONAL STANDARD INSTITUTE AND TILE COUNCIL OF AMERICA AND THE DETAILED INSTRUCTIONS OF THE MATERIAL'S MANUFACTURER. 2. CONTRACTOR TO INSPECT SURFACES TO RECEIVE TILE BEFORE STARTING INSTALLATION. NOTIFY GENERAL CONTRACTOR OF ANY DEFECTS OR CONDITIONS THAT WILL PREVENT SATISFACTORY TILE INSTALLATION. DAL TILE DAL - PORCELANA #P -55, 12' x 12" CLOUDY BLUE WITH 1/8" GROUT JOINT MAPEI - KERAPDXY #19 PEARL GRAY DAL TILE - (FIELD CUT AS NOTED BELOW). DAL- PORCELANA #P -55, 12' x 12" CLOUDY BLUE WITH 1/8" GROUT JOINT " MAPEI" KERAPDXY 419 PEARL GRAY CIJT IN HALF, TO 6" x 12" 0 SALES AREA. CUT IN QUARTERS, TO 6" x 6" ' • STOREFRONT. FINISHES NOTE: SURFACE TO RECEIVE THIS FINISH SHALL BE LIGHTLY TEXTURED. NOTE: POWDER COATED, BAKED ON ENAMEL FINISH SHALL BE APPLIED PER MFR'S. INSTRUCTIONS, BY A QUALIFIED APPLICATOR. !Ns TALL IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS USING FACTORY MOLDINGS AND TRIM NFCESSARY FOR A NEAT, PROFESSIONAL INSTALLATION. PROVIDE ALL NECESSARY FACTORY TRIM PIECES. 3. CLOSE AREAS IN WHICH TILE IS BEING LAID TO TRAFFIC AND OTHER WORK. KEEP AREA CLOSED UNTIL TILE IS FIRMLY SET. 4. PROTECT TILE FROM DAMAGE. •REPLACE ANY DAMAGED TILE CAUSED BY WORKMEN WITHOUT ADDITIONAL COST TO OWNER. 5. LAY OUT FLOORING SO THAT NO LESS THAN ONE -HALF (1/2) SIZE OCCURS. ALIGN ALL JOINTS IN BOTH DIRECTIONS. 6. CLEAN ALL TILE AFTER GROUTING. 7. ALL TILE TO BE THINSET IN ACCORDANCE WITH TILE COUNCIL OF AMERICA METHODS, F- 113 -86. 8. NO TILE EDGE OR CORNER WILL BE ALLOWED TO BE. HIGHER OR LOWER THAN THE ADJACENT TILE EDGE OR CORNER. DAL- TILE STERLING QUARRY TILE #DK -1482, 8" X 8" X 3/8" THICK WITH 1/4" GROUT JOINT MAPEI - KERAPDXY #19 PEARL GRAY DAL - TILE STERLING QUARRY TILE #DK -1482, 6 "H X 8 "W X 3/8" THICK COVE BASE WITH 1/4" GROUT JOINT MAPEI - KERAPDXY #19 PEARL GRAY f.., Y x. • t j �.: >'d• - ...'t:fZiG -. e.ci tII'I'i Ij' I'tI! I!,!II�II!IIIII1j i t r ' j i t III+ I�I. IIIIjIIIjIjIIIjIjIjIIIJ Iii�IIIjIIIjIIIjIIIjII 6 7 3 document is less clear than this 06 6Z se LZ 9Z 5Z +77 CZ Z IZ OC 6L OL LL 91 Sl bl El Zl II Q!, 6 9 L 9 5 17 C Z I rivi u III IIIIIiTI !II!IlIIIIIIIIIIIII�IIIIIiiI !IIII ;IIIIIJtIIiIIIIIIIIIIIt i Ii! l !iiIIIL!!la,IlIII!116I(IIIIIII! IIII IIII! III!! IIl i!!! I! Il IIIIUI1111IIIIIIIIIIII !IIIIIIIIIIIIlIIIII iIIII !I!!I�IIiii!IiIIIIttiIIII!iil ill! IIIIIIIIIiIIIIII !itiIIIIIIIIIIIIIiiIIIII1II!I IIII! II! Ifll! IIIIII ;IIIIIIIIIIIfiiilllllllIIII i PLASTIC LAMINATE NOTES: COLORS: FN4ISIES CONTINUED 1. INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A SATISFACTORY CONDITION FOR INSTALLATION. 2. USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THE PARTICULAR APPLICATION. INSALL IN ACCORDANCE WITH MANUFACTURER'S MOST CURRENT PRINTED APPLICATION INSTRUCTIONS. 3. PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE. INSTALLATION. REPLACE DAMAGED SURFACES WITHOUT EXTRA COSTS TO THE TENANT. MIRROR MT -1 M F-1 CEILING TILE REMOVE EXCESS ADHESIVES AND CLEAN SURFACES USING MANUFACTURER'S RECOMMENDED SOLVENT AND CLEANING PROCEDURES. FILL IN ALL SEAMS WITH MANUFACTURER'S APPROPRIATE COLOR SEAM COMPOUND. 6. INSTALL PLASTIC LAMINATE IN ACCORDANCE WITH DIVISION 6, AS LISTED AS PART OF {HESE DRAWINGS ON SHEET SP1. PL -1 MANUFACTURER: COLOR: NO: PL -2 MANUFACTURER: COLOR: NO: METAL TRIM & FINISH STYLM ARK #110200 - #410443 - #310204 - CLG -1 MANUFACTURER: STYLE: SIZE: WILSON ART CELADON (GLOSS) D371 -6 WILSONART LIGHT BEIGE (GLOSS) 1531 -1 M• -1 1/4" CLEAR FLOAT GLASS MIRROR. GRIND AND POLISH ALL EXPOSED EDGES. REFER TO PLANS AND ELEVATIONS FOR CUT -OUTS THROUGH MIRROR. - COLUMN BUMPERS W/ POLISHED ALUMINUM FINISH. 1 1/2" DIA. HALF ROUND TRIM MAKER TRIM BASE END CAPS NEVAMAR - PURE METALS #PM -6 -1, POLISHED CHROME. (NOTE: EACH BUMPER CONSISTS OF (1) TRIM MAKER, (1) BASE & (2) END CAPS, TYPICAL). ARMSTRONG #882 MYLAR CLAD FIRE GUARD (WASHABLE SURFACE) 24" X 48" LAY -IN CEILING PANELS 4 CITY or iTfiI;e,;V I.A APPROVED ruG NOTE: ALL FINISHES, INCLUDING WALL AND CEILING FINISHES, SHALL COMPLY WITH TABLE NO. 42 -B AND SECTION 4203, OF THE U.B.C. (CURRENT EDITION). ! ` !VISION nEc Cart OI AUG PEP. utwl 1 199•x. CENT EE REGISTERED RCHtT tii CI O A. t1OKO113 STATE OF WASHINGTi O;v GLASS & FRAMES • * • . :• . BASE & CHANNELS TO HAVE POWDER COATED FINISH ENTRANCE DOORS ;• VERIFY ON PLANS ROLL -UP GRILL(S) 'ii , _ .011111111110111 SLIDING GATE(S) NEUTRAL STRIP • • • . 1111111 REFER TO TENANT CRITERIA FOR L.L. GUIDELINES SIGNAGE , m uu u 1 III ., COORDINATE INSTALLATION W/ SIGNAGE CONTR. METAL S.F. PANELS :in `D REVEALS I REFER TO DETAILS FOR FINISH _ COLUMN BUMPERS MALL FLOORING & BASE - . • ® '• • -- __._- .� SEE FINISH SCHEDULE FOR SPECIFICATIONS - REFER TO TENANT CRITERIA FOR L.L. GUIDELINES PAINT III - 1111111 III 1111111113 12111111 a ail __o . - ZOLATONE ..-- CANDY BINS a uo • 111110: 111111 m11111 ` IN ' - .... QUARRY TILE QUARRY COVE BASE WALL FRAMES WALL PANELS CASH WRAP UNIT GIFT UNITS :aa all 13111111-1111111110 o111u; DINE • •` I:.. . 1111111 I ■1111 1111111: 11111113 1111111111 .... u 1 III - . • III ----- G (P. BD. SOFFIT(S) III M ` ________ • rimarolit DOORS & HARDWARE .. -- __._- .� GRAPHICS PANELS SLAT WALL FRENCH CLEATS SPACEMEN FLOOR TILE TILE BASE III - 1111111 III 1111111113 PROVIDE SWEET FACTORY W/ TAKE OFF QUANTITY .r__.�.�— PROVIDE SWEET FACTORY W/ TAKE OFF QUANTITY .....__...._.._ _ _._�.... - -- . DEMISING WALLS GYP. BD. WALLS a uo • 111110: 111111 SEE WALL LEGEND SHEET At. __.. _..._ - .__._ ____r._.� --- - QUARRY TILE QUARRY COVE BASE PARTITIONS SUSP. CEILING SYSTEM 111111 .111 1111 PROVIDE SWEET FACTORY W/ TAKE OFF QUANTITY . GYP. BD. CEILING • ;U.O' _.____- ----- G (P. BD. SOFFIT(S) III M ` ________ • rimarolit DOORS & HARDWARE PLATFORM ABOVE TOILET PAINT ainwo. ASSEMBLY & INSTALLATION BY CONTR. TOWEL DISP. FLOOR TILE TILE BASE III - 1111111 III 1111111113 PROVIDE SWEET FACTORY W/ TAKE OFF QUANTITY SOAP DI SP. PROVIDE SWEET FACTORY W/ TAKE OFF QUANTITY MOP RACK MIRRORS m _ . .� PAINT ' 1111111:1 11113, `: NEON LIGHTING SINGLE TUBE . - ----._ __ _ '111111111 a. : 1111 1111111111111- immi: m : 1 . HAND SINK • J ...._ ..,.� COMPARTMENT SINK MOP SINK CHEMICAL SHELVES 1 tell Mi '. rit .__._ ____r._.� --- - QUARRY TILE QUARRY COVE BASE lip killi ■ WALL SHELVES Ellin 1 1111 PROVIDE SWEET FACTORY W/ TAKE OFF QUANTITY . _ EMPLOYEE LOCKERS PAINT ----- •m • STORAGE SHELVING 'CI • rimarolit IIIII PLATFORM ABOVE TOILET PAINT c11111111 ASSEMBLY & INSTALLATION BY CONTR. TOWEL DISP. • O ® Ill III - 1111111 REFER TO PLANS FOR DETAILS r. SOAP DI SP. MOP RACK IIIs•• a. DESK TOP • 11101 ` • 1 111111111131 *u 11113, `: SAFE WALL SHELVES (0 DESK) _,..._ 1111 1111111111111- immi: m : off m LAMINATED DESK TOP - 111111:111111113 Ill 0 in SU SP. CEILING SYSTEM 0 . QUARRY TILE QUARRY COVE BASE lip killi ■ :, a .•`, Ellin 1 PROVIDE SWEET FACTORY W/ TAKE OFF QUANTITY PROVIDE SWEET FACTORY W/ TAKE OFF QUANTITY . WATER HEATER F.R.P. BOARD ----- ...........- - PAINT ----- •m • A • rimarolit QUARRY TILE 1131111111 131111111 '° PROVIDE SWEET FACTORY W/ TAKE OFF QUAN11TY ¢' • DE SWEET FACTORY W/ TAKE OFF QUANTITY QUARRY COVE BASE WAINSCOT ; C ....LA. '.'11111f PLUMBING FIXTURES t.. n ..' • A ACCESSORIES _— PLATFORM ABOVE TOILET PAINT c11111111 r 1111 III - 1111111 REFER TO PLANS FOR DETAILS r. DOWN LIGHTS` .NNE NI .., . TRACK LIGrIT FIXTURES ALL OTHER FIXTURES ; C ....LA. '.'11111f SMOKE DETECTOR FIRE EXTINGUISHERS .NNE NI .., • 0 16 TNS INCH 1 VadroMoOMM FOR ANY TENANT FURNISHED ITEMS THE GENERAL CONTRAC1O SHALL SCHEDULE NO LESS THAN THREE (3) WEEKS FOR DELIVERY FROM SWEET FACTORY. GENERAL CONTRACTOR SHALL NOTIFY SWEET FACTORY OF SCHEDULE, ITEM STORE FIXTURES BACKROOM FIXTURES URES SIGNAGE SIGN TECH 6618 FEDERAL BLVD., LEMON GROVE, CA. 91945 ACRYLIC CLASS CONCEPTS 1255 ZEPHYR AVENUE., HEYWARD, CA, 94544• CASH WRAP & MILLWORK PANELS: KELMAN INDUSTRIES INC. 947 HEN SLY STREET, RICHMOND, CA. 94801 LIGHTING ESD LIGHTING 89160 KEARNY VILLA CT., SAN DIEGO, CA. 92123 METAL TRIM STYLMARK INC. 6536 MAIN STREET N.E., MINNEAPOLIS, MN. 55432 DISPLAY FIXTURES D & M INDUSTRIES 2805 SEMINOLE DRIVE, FAIRFIELD, CA 94533 ROLL - UP GRILLE ALUMATEK INC. 508 WEST 400 NORTH, SALT LAKE CITY, UTAH 84116 2 3 4 5 G '7 3 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. SOURCE LIST 02':i`av7 r ti�tfiiints°J M1 EFL�k ' ia - AMU- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1W1.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1ili p{ifif9 ,►��{�� +!�In1i�{��f!�i�!1� { I�IiI11�I� {�I�I�i�!t��I�I Cr {�I�I RESPONSIBILITV SCHEDULE ATTENTION: CORKY SCHAUER (619) 286 -7446 (415) 429 -8390 FAX: (415) 429-8393 ATTENTION: LAURA THOMAS (510) 233 -1742 FAX: (510) 233-0371 ATTENTION: JAY LECLAIR (619) 278 -6161 (800) 328-2495 FAX: (612) 574 -1415 ATTENTION: DON MOHRWEISS (707) 422-4912 (801) 363-7040 111111111{111! 111{ 1111111111111IIiII1 1111111111Iii 1 9 i 10 11 Ntk"OeR.W Y 12 0 OC 6Z 8G LZ 9Z GZ 1 7Z Z CZ ZZ LZ OZ 6t el 41 91 GI 1 7t t Cl Zl LL 01, 6 3 9 S ti C Z L YYW Q I11111141111111I1111111rI1111 !1U1l111i1l111l1,1111dllIJ111ULU11111I1i.1 1 ,1111I111i11111I1111I111111111I iJ d1l 1J11 111I141 1111111 !1114I111111111Iin► 111, 11 ,111111111111f!In11 1111111111111111 11I11111111111111IIII 11111,1111►I1111IIIIII FOR ANY TENANT FURNISHED ITEMS TIE GENERAL CONTRACTOR SHALL SCHEDULE NO LESS THAN TIDE (3) WEDS FOR DELIVERY FROM SWEET FACTORY. GENERAL CONTRACTOR SHALL NOTUFY SWEET FACTORY OF SCHEDULE. ITEM ._. FLIRTS INSTALLED : REMARKS STOREFRONT SALES AREA BACKROOM TOILET ELECTRICAL HVAC GENERAL NOTES 1. G.C, TO PROVIDE J - BOX & CONDUIT FOR SIGN. G.C. SHALL WIRE TO J -BOX, SIGN CONTRACTOR TO MAKE FINAL CONNECTION. G.C. SHALL FIELD VERIFY EXACT LOCATION OF J--BOX AND COORDINATE INSTALLATION WITH SIGN CONTRACTOR. 2. G.C. TO PROVIDE EMPTY CONDUIT & J -BOXES TO CASI•I WRAP FOR OUTLETS AND FUTURE COMPUTER LINK, FINAL HOOK UP AND WIRING OF SYSTEM SHALL BE COMPLETED BY G.C. CITY OF T UKW► L• Y P R 1 1 , j F ( , mi l 3. t': f;ECEI CITY OF T AUG 3 PERMIT 0 W Z 0 !d8 Z U1 CL 1 stn iren ::1 ::1 li CO au 0 1 CO CO CC _7, OR AWN BY PROJECT No B!NOING ORDER Q 01.06 t 4.4 34 OR DATE 7-27-92 S A NONE OAVJO A. tJOXOW STATE OFWAStfiN(3TUN 92107 4 EGISTEF E0 RCHITECI 14 Si7EET SP3 • .-..: it\ 0 • N0H -1 • • w Moo *INK IA/ WACIVg iirR. -- *581 •WALL Htlt PI t'kqa exririaLlif.;05R 2.4tOo RAMO. 11.1.1./ txt W,N ----------- a4I 1,1644T. / MEW e'4)COMPARTMeN1 ro1NK. Cr0M1:40'iNc0 PARnricr4 LULL P1 *Jr101,444,t6 A Wavy VAQ-4ev uNgi gy'r5.14oet7 P'OM TVP&Ove e$00 T2 I- v.( FULL 444T HHr. • 1 - - I - , -/ I \ .1 k :FLOoR PLAN DACX.ROOM \ - ‘).,\ tOC4 n PANEL '04'. 41-11/d.fi 4OUNT1N6 1-1e164-IT. 1.* WALL 1•40..ve 4 TV Lokeg oL0 To UPPER of-ieLl PAINT ALL Oreel<ROONI WALI Pteog __ CVIk` ONICOni eiNlimeo diPriPao. • &Lt 4r TuU-: e.tot)gr 5.2z mil-up • ?)1 0 11 21"p" co )/ ,•'11.1. 5XITN W/ emega, u6I40. r g. 4 rykoNp*up-ur, zNee VIVI". 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'1.1, 01,, 6 8 L , 9 S 4 7 C Z I r+vo 0 Illidilli YvPa ' WACOOL, DESMPTION OratNCII egMISIINO PARTIVOM OM. 6° METAL STUDS AT 24 yo• TYP•wx GYP: ) ici.-1-0ARP 1,1„.,1"eNANI` 66NEXA L (*TA'S iPeW41 4tigri1e A4 RECEIve NNW IFINItt4ES . •AS IND1CATED ON reiTERIOR etzworioNs. town G.C. TO EXTEND 610 TWO le GYP. WI, TWIT TO UNDERSIDE OF DECK ABM% ,TAPE ALL JOINTS & SAND TO A SMOOTH' Li4 PSitat 1-7 FURRID 40T Oficlalk e PAKIVTIOM 7, a x GA. mti'At. MVO. e FUARING AT . 0,0. TO 12'0 M F W 8(W Titpg le cop. ep. • - , 4 ISAND TP A WOO:0i rimtirr OA. Pztv itfrotioa Piumpoiti: .ottlase 3 AO 2/I GA. METAL STUDS AT w0.0. Iri`.TYPE 'X OD, 80114 StrIES TO 6" "%OWE CfUN UNE, TAPE JONTS & 6A141) TO A SMOOTH Fitie DETAIL ".SHEET • Fpn • f , A , ....;••••e • , AP esiviefiq pmmio GA. :mark_ mos* ' : y+11:yr ._:1)es. egg cisTAtt, sOgr.t1PW*FPF.tms): DOOR SCHEDULE 'MARK I I „ 12%ei W x e'-6B 'fitLisimiVIEW MANUALLY OPERATED OVERHEAD A ROLL-UP STOREFRONT ealu.e. WI HOUSING SET AT +10%0 A.F.F.. GRILLE TO HAVE CLEAR At.100IZED.p STRAIGHT PATTERN CURTAIN W/ SLUE POWDER COAT FINISH ON BOTTOM BAR AND iiEFMCAL GUIDES. • „ ir.tr w x te.fr 'ALUMATEK' MANUALLY OPERATED OVERHEAD A ROLL-UP STOREFRONT GRILLE W/ HOUSING SET AT +1' AF 1 ORTIZ TO I4AVE CLEAR $114AIGHT PATTERN CURTAIN OLLIE POWDER GOAT FRIISH ON SOTTOM BAR AND VERTICAL DESCI4IPT914 HVIVEAIROUP, 3'41 x 64ex 1-314* SOLID GORE WOOD ODOR W/ 'TIMELY' HOLLOW METAL FRAME. BOTH spoEs OF DOOR TO HAVE PIASTIC LAMINATE FINMH, Pt.1 & A iv' HIGH rzioustiso amomfE loot( ttAE. PAINT DOOR EDGES & DOOR FRAME . -• • , a'-a$ x 6 x 1-314* SOLID COPE -.7-- :Avo 4 ce , RZY METAL FRAME. P-6,G• ' • RARDWARE GROUPS '• 47..1 A , (2) TESTI`, Or...INDERS W/ DrIUMSTURNS ON INSIDE. CONTRACTOR TO •. COORDINATE EXCHANGE OF CONSTRUCTION CORES AT TIME OF: STORE TURNOVER. • PROVIDE ALL EMERGENCY RELEASE MECHANISMS AS 'REQUIRED SY CODE. • 1 12 PAIR,'STAMEr KM BUTT HiNGESi *AUILDERS BRASS' #2916 poop PULL HANDLES (1) PAIR (BACK TO BAqg W/ #628 CLEAR ALUM, MOH; -sNOFfrONi BARRER FREE ADJUSTATIE CHROME DOOR CLOSER & (16N RECIID) CHROME WALL MOUNTED DOME DOOR STOP. ' - • ' C :1 1/2 PAIR 'STANLEY' H.D. Burr tiNGES; DESEMES, POLItHED CHROME, LEVER TYPE, LATCH egT WI PR egroNi: 0.09ER Mg' ADJUSTABLE CHROME DOOR CLOSER & ,,CHROIE,WALLMOUNTED 00fAIE'opoll MO. STORE F4)01114E5. NOT•AU,,FIXTURES pECIFIED. STORE FMTURES )RE DENOTED' wrai CW1. OASH COUNTER '1,ARGE) ,.',,:••• • CW1 . . col CANDY SIN C132, CANDY BIN 1ISLAND) aui pirr. Mir(' 01.12 GIFT uwrz • . . GU,3 GIFT UNIT 'W 0U4 GIFt.UNIT *-••••,• • . ,•, . 'sus GIFT - • , , GUIS oft-7 6' . Re1 ROBOT FREESTANDING GP1 GRAptitc• PAM. .ppl CARTOON PANEL , STORE FOCTURE NO FOLLOW'E'D SY A Wi _ N t/r 4 • CATEt BACKR FIXTURES' - „ " • NOT AU.. FIXTURES MAY BE SPECIFIED. ,BACgRoOM FIXTURES ARE DE.NOTED.OTH A . • . • „ 1 • HAND SINK (WALL M NM , ItiFrAto MAthEkr 09:18AA 0 W/ 1 prool STOPP MOUNTING spA(it(gT & GOOSENECK - FAUCET. • 7 • • • • 2. 11 compot:Norr RMETAL - •IvIASTERS 6 #40-10418 FAU .0itt a DRAIN • , ASSEMSLIES..; .10'.DRAINBOAF,iDS in,*".4);•1/21).,BOWLS),-,. & ' MOP SINK (FLOOR hiNTD.) wtotio • - BREAKER & INTEGRAL VMS) gi 43 PRArusTRARVII .4. mop RAC( Rueeelif*64 • • • CI-1E00AL SHELVES-o- 1 2) 'MEOL 40 403; ••••• e. , WALL wiEj..,vo -14.14E0,4 MASTER* #WS 12?2-464. 7.. EMPLOYEE LOCIO •-• 2 TIER 1Z"W. f4 , • • _;. SHELVING -.(1.01) °METRO'i..SUPER•EFtECTA 0,4I0ii4E, (SIZE PER : PLe t 4.14- 9. ' SOAP & TOWEL DISENSE-F1.- 13OSRIPIO 1411 a *OM, • ' '•• • vrfa. ittA0 ctex.K. mg 4.44ei.-P. • ." • , • • • ,„ . , • , • • „ ‘st . •. : v!,44. /.11114134, . 4,g,Ast)my 40Asta OANOY otgAR: Wan° PkrOGI: .1 k 0 i 1 Un s ait , V 44-1$4 ; 02. t 4 °0 4/ 9KNOill . 7 , I • v wA14;e 4i. :A cory T,sii: 1 6 00.* RAi t t io ', 97 .14 ;t4fixpto ,"43,01111„;_t: !I.!. -V , , THE AltI*** 6 114tOktviiPirt.04 1 4"0/$4 OF AN APRON k SNP N Th AUTY $44iaE00066vvi0Or - Aseritsimovilik cAuu< ML tra eaorre0 r0 „ a .. . .; 7. '•.'"•/.. WALL LEGW I 'TIMELY* . BOTH 010E8 OF 009R FIXTURE SCHEDUL • ‘. , • • , _ • ' • • s • • ' . • . • .4.■•••■■•••••■awasayrovmar..........smatrara• 0 • 615),N• CO RECE,I\ :0 OF-T 11111_,;\ AUG 3 194 PERMIT :NTE11 ftri.10.4.61• UN c; 1,4Arolz kim.011 FLATA9F4/1 e)6 cett...N6 Per IC/AG *Oi niPe tx gA.2. C I. 1Na at4 -`7 142 FgAMt I L1UMIN4rE) 5m5F45 1 AIR coNT. (-25e p iiko. MINT (Lol e tN9T1-1 3 /.. I WI x izol Ac6e .‘;. FiANe... reg FIVES 1 ( LX lz I'l,AC.e Pi T CCX)R2 . eA WM IN j PI 112 W/ LICa'r41 PIXrUrzee eri: .1 ........ C.? / - _ea 1 2Ler 240 ea. Velt nre. 90,9yr c EL o iiL* r CHANNe't.O. e :A 2 4. fY‘ACI4 'FON 01.011ac .A.(e,e • Nt7e17 rfeal 2.4 Me:ALI-MR yorem at-a: w2 ;41 tylYIAR tAAV LAY-IN 6511-1N6,..._. NE`c. '1 \,4 • ,.\./ • go° REFLECTED CEILING KAN • , 4,__ ! / 71 - '1 -1 . , 1 ...._...r i - ' ) / i 1 i .'/ / I' 1 "!' -' li ! " i I H i , , I i , giolls.(F75 'X ot,FIT (P4-6U I; t 4.ee'rk1Pei.norir*.64Naer, *40,,t41-t Pitgli-1 PAINT moo AB , .• i 1 A II Or er1 WALL t pi i (1'1?). . . , I . .7: . 4)- \ e1 5 —4 %.7 s : • riP5 e 441'4 APIs! AMC' OANPeP. _emoom, PIN teH. MINT' (tyncAL 4. cvir.hzetlizoti T dal=r-rf. apV.IINO ga.L.Uro 0 16 THS INCH • . 1 40 1.421; • I I e /2 i 1 1 1 "0 11 I I -4t- E/Alfr..a.X . 1-- — A - 7g . V11.11-011 1111( ' , 4,6&, , Lif - in:f4 . i . 1%,:i • nZy...,..eloa.4.A.{4.0,,,,k„,y. _OtteW4,4,1k ''g " I 11 4 6 7 8 9 ; 10 11 RAGE IN GERMANY 12 NOTE: if the microfilMed docuMent is less cl than this notice, it is due to the quality of the original document, 0€ 63 8G 43 9e ga v ea az ta 0? 61 91 LL 91 GI, 4 71 el 31 11 pi, 6 9 L 9 G i £ a I 44. Q 1 1 1111 hd 11 1 111 1 111 1 1 1 1 1111 11 1111hililW11 1 11111iIIIIIIIIIIIIIiiiildilidnll.billiiidllItillii11111111111111111Mbillbillihdh1161111111111111IIIIII1111111111111111i111111111111111111161HIJIIIII11111.111;16111116111ffi iiiihIliIIIII -1.Luktitlorep VIT/ L.164-1T; Ivi12. ON G5ILINe,Aecv5 PPi T.) F lorg: coNrRAcrogf *HALL 6:45f MOTE FRAmIN64 S4/L.10- PIYTUFZe VON ......, - .6 ;7 0) '-‘,....._.- ii.LuMNA T2 l!t-iiiit FieicrogY f6N FIEZNII liNOTALLEV - ---- - - 5. - t3sfiteN CON r1zAcTcg.*4. V .--- Mmve .1- a( 1 1.4Li., , 41111) .,, :. iqiNo Z J- Ca . vele p? exAcT "1 ; Iv - lag r0 e;4217IN• PIRIOFC 1r - CI\ [ E*17.2IN rt-i5 Lice ;4..7:4 .1 . ' - fr( 0.61i coNTRAcrog . :•:.,a ..- ---',-- - --... aP 1 t CI &DR Wt L 4.1 P 4 ! L i • ;E • LINE oF izacEte:I="ofe eumpipz-vtia;ti Nor ! P.C 2I.-7' Mr? : r tliCCTri - A NICA A i F? r-Ftugg 1..64471,0Niej ft f- 0 S S- • LIGIIT FIXTURE SYMBOLS LIST SS S riaattaib tlikifoesotar TWER, ad= Pet LIMO FMNIRE actieom. ava WONG Ma( kV/ TRACK MAD rIKIVACE. MOMS) DOWNLIONT. $ ILLUMNATV0 MT SOY. WHIM& EMEROVCIV WADS Tat fiXfIAUfre IAN gilvotami. Immo STI MAMMAL DAW/EMOS root TIVeNNI*M. INFORMATION ON LIGHT FIXTURES AND armor:ma CITY OF TilllatiLA A.PPROVED'.. AUG t 1TZ 1 7 ./ , .4z Alb • ni !, n.NC; DIVISION tr.cctv:10. art oP Tu;:wit.;\ Au; 3 1 199:e. CENI1ZR 6913. 1".0 • _ . . ALI I (.61/4 1 aigeAK. merAL Gi.AcviNi(; W/ PE c.0Arec, 4E7 04 PIN OVER 1 W: veil )C&'( ;2. 4)*ANCTXA*ra li7kr FAc rOgyi L064% oN Ac• op ,. FROM &tAZ!No. 1•461-1 Me:T.41. ‘91.4ZI46 eA67's 1•4/ coAr 0/4 4UN.6-LAZIN6 RANNEL PI.FIN*W. MiNTSI9 merAL 16t4 r:466. 4 W/ colciz eowiza Awe 10 INA Arai P1 NI*H ' II ' 41,3.4.(0 TH!cii< oRE.AK METAL • ctAf2t7iN6) 1,4/ ft2kitng C‘Aefra E3/4142 CIS Pir-41014 0+./iz TYF' . ,,rAINTE9 METAL *I6N FA*ciA W/ 07P. cotog *T141(S`*. cant Age O MA•ai PiNi4-',1-156 A* INC7iCAMP. 4WM ri-Hot4 E.REAK• mErAL "cLArvIN 14/ PeMpe* Caire9 1541412 pit414 01/5g WI Tyre , x 1 OLAcie. e-HA)41 ReveAt„,oy eta. — Vit &LEAF! TsmpeRep oroRePfeetqr ex-AzIN6i 6.urr JoINT, ORIN° t 1%LI*F4 «Ii oex.•Ar5r) 11 *(.41 - 0401 . 0.1? - f LQ• ON P1460 N-3 LiN5 oP E3e,4i7 1 STOREFRONT ELEVATION 3.0••■•4 14.1.70 1 (LT) / P•2 40 tvISTAL 6.1AZIN604* i19.4PgR ecAr STOREFRONT ELEVATION x 1NfltR4W(t LLuMINArtiv ?). Fit • tHreu LarraR otot4, 016 g NOMA ft CLEAR Avol2E0 oziLL E eu TAN oLUS 119W059 c.okrap fmg vOgricAL 6L4;c75*(e; tVog IN rag NA LL'( ILLU hAINArec, PLEY Lerreg cae5 fe5r4/05, NOT T1-1501:-. M 615zAR ANQZ iL.L euRrAIN,1 WI MO 021405g COMM? 0orro1 OAR VeAtictilt. SUlt, 6,055 009g *cOULg! """". 1747 r o reg6 LINE e)1:35Nr) • e riLe t(411 Pi161-1 ALUM. ft1 PIN, IA F - rgl..ieggav *rOgErzoNT 6LAVNe,O.Uir JOINT.00ZNO 5W0E7W 6126,6,<5. 0 ° qfr45 . ...Or rA 1.460 ON PAce if;a*Lete. In - LANOLORO iti1,14HeAP l‘kgROR L. F.114. ALUM. (•6 Niel< islzeAK METAL c/LAr.aollq& 14 ft:214MR ccArEP _ eiAKE2 OM FiNt*H oveg 1 4, 4 rea Ix , ilre2t2. • title-LEAR TgrAps-REv toTOR5FIraNT estAZ1N6, t3 JoiNf. &RIM? t Fri.te2H )(F12 5(24.:15S. f0 i4fic:OLAr'EV •15C-7 *Acrorzyll LO4=47 CN FACE asi5i.A 6LAZIh16 4HANNEG • r .1.4 isaistolk&AiZo I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 I I 111 1111111111111111111111111111r11111111111111111111111111111ilittlillir111111ii11111111111111111111111111111111111111111111r44i:p:' .1*-• 0 le THS INCH 1 2 4 5 6 7 8 9 14 11 1.44DE IN GERMANY 12 NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0€ 6Z ee LZ 93 GZ fiZ CZ ZZ LZ OZ 61. 81 LI. 91, GI. 4 7L CL Zt R QL 6 0 L , 9 G i C v 414 0 11111111111111111111111111111111111111111111111111 !IIIINIIIIIIIIIIIIifibillinfl111111111111111111 N ACI P TORY RNATIoNA .,. /tAieET Low OA NDMAelet? ON PA OP SIGNAGE NOTES owe, 44 1 1 : W111-OH — MALL . e4.11.141-45,A2 14/ NI I ig*WK TYR mero. Fox:1A M4NeL. T 4 ciO4 ft2 MAZI-T *1401 1;* iNate-sA rEV Wti4 • • &cum. Colo) rHicK sdiErAL. aApolt•46 W.4•471:::•.g cairec mget7 !Nt*i-4, Oveg . ftl:11 1 FIE !xia.yfz.' tc;2. W4 9. Mr cN4NNL IEE j oy ! ORAL 6-1 ROME: REv5AL AgfauNE7 FEX ---- IMETL5R I CI 6 r5t7 P. 1 ---- "An•LexE. rO. 6TP EX"_ OEALANT lyNe (d riL6 • I • %3 10/15 HIGH tNtmvpuAL 3/4e. THICK CLEAR PLEX LETTERS Y;// aki 3830-167 TRANSLUCEKT BRIGHT BLUE VINYL PACES.. DOTS a i.1YPHEN TO BE 3/4' CLEAR WI TRANOLUCENT VINYL - OVERLAYS. (LEFT TO GSP, SCOTOHCAL'230-44 ORAVGE. 230-26 GREEN, 230.413 VIVID ROSE, 23044 ORANGE (HYPHEN). 23644' REb.(p EPT), Z10-78 'VIVID RPSE,. Al.„L VINYL OVERLAYS TO BE INSET vas FROM OGE OF LEtTER ALL LETTERS, pars & HYPHENS TO BE PUSHED THROUGH sOuTE6 pAtittlEi FAts. , •. 1. H. x 13a-0* L SIGN FASCIA MOUNTED TO Ciw DEEP METALrBOX 05AM, 2)-6 W. BETWEEN COLUMNS. SIGN FA3CIA TO B8'tr DEEP AT EACH alb a 01 ow IN THE MIDDLE W/ A SMOOTH. CURVE BETWEEN THESE: 'POINTS, 3 bEept. SHEET METAL - UGHT TRAY TO aE INTERNALLY tuumINATED w/ FOUR (4) 'ROWS „Of HIGH OUTPUT.; LAMPS, ,.0A8INE1 FACE, SIDES 41.FIEtURNS TO RE #uux BLACK PLEK, $101,4iTEp,1 our FOR COPY, pRimEt, & PAINTED W/ AUTOMOTIVE ACRYLIC ENAMEL TO mfr■roti OW • LEANORO COLOR sPep #521 (LT., GREEN/BLUE) W/ THREE (sts0CALotkt #24 c*kilEA •VINYL STRIPES. UGHTTiaArTO 6E BOLTE) BOX BEAM, BOX, tiEAm TO BE ATTAci4Ep • TO C.IOLUMNS AT EACH END. TYPiPAL. PANT sApitpok oF.#0?(.EWAM PLAT BLACK; ELpormpAt. CONTRACTOR TO SUPPLY A ,14:10X CENTERED IN SOFFIT W/ ONE 20 AMP, 120V SINGLE PHASE DEWATED SIGN CIRCUIT 'CONNECTED TaAN INTERMEDIATE- • ' 101 liMESWITCH (OR EQUIVALENT) AT PANEL, 1 .41.11,...0,011.00•7111,0 CITY OF TUKWILA. APPROVED - 1-;0(1 4111 .41•:4 L SION RECEIVED CITY OF 'WWI' AUG 3 1 199'4 PERMIT CENT - .1 4V.451.: - ••• inGisteREp FictirrecT .C3 titMOW STATE OF WASHINGTON 3 A ST 1 1 �1 ?. met r R� di ceL !N� tzeFI 1:� et.7 (;L&. .N . ' TYPE t x 1 tr cief4 METAL *NO I RAMitztr . r ' HRoi -i ra5. AL. l i / /// , j TIN/ANT Er.C:. CtJ farY0 00e Wt" 1"1 P. W. MO$'E vAgRlEir 9E W N TENANT REFRONT SECTION LANi2LOgr' 'JI KHAr�. PA;NTEc, uEr'AL Fi 4 I X t vYf'• 09. o 0 MErAL *ItJ , R'AMINe• Pie.10G'.G. .AriACM 52 Tee ¶ Z))G14 !zeveAL (rYP.) AROUNL7 PEgI A iER oP 1346k PA tNtrEV 6 - --- MAL t4 /0 ' .1 Mt7Lt2 ire 2 TO ? QHc4I f: TO i�J3.. , l,�'a l L : k;I1.+ia�;.?,I, � kV Meade t!' Hag' & TOP o1.le,o1469' IN .rt+r'.. , • It�� ROLINC� PCL! '� ra'o UNA v5 ic,AL I rt?IM MOL iviNc� . __ ALUM. (.c1a ; ;SA [4 tiTN . _ M1451 PONPE' r c' F1 N tk'i -t O F2 (2) t.,4v s R E, ,;,iYve- . s _... 0" 16F1 pf.2 GELA N TILE 6 • V'2.iu1 -{�;, t _ - . 1 1! TY' 'xIG(e: U x'26, iw ! 'EFL5.c MP c. f .AN. 1NGAMp. crwi4 L N ANT A-116k pma.. N ?;L STOREFRONrSECTION �1/ I„ANr71,0X9 LKh� 1p. 6 6ei_icr-Vgr 64 r 07, t . ---- -. I cKE P g'o N T 6u.A21 N. MA' ! AWM.CG ari -11c i� SEA* m5 :"A iM 1 PANEL i l/P€714t2Ea rOA u►M MEFAI. 6LAZir6; WI rv;„li lz �-- �--_` cOA ret7 Fi N 1 -}. � - __ L>✓A MO�lds O4P F ie P�> 'i EE1J TENANT MA; , ro 05 4Aer. �;. 1l�il / 1Yt 'X'€YP. ov a �! �', . rnt: r �arli t AMINE -� ' OP O�" A T t4 2 rc! n"X "c•'" i, ." 4.1e0, • (• 1 1Y.PE `�I 079rENMV 61.6, 9cse RL tecr cu; s9.AN t, 11 tY e 'x'61'r. ove 00 10 • ML r4L 'ariP ilRAmis6 e • f2d�', 0 (i• vs rE� t� eit4 Ltd- #T ce:NrEgE' l tM . ALUM. (.0 rHiCx O CIE MF"A _ Tg,M Ni5L Ft7iJc 2 CrA 7Ba I J N I H Ov 5P r (P `)( 6YI? _ .. z -.. a .. .,. �. -N' • !_ " T -t . �33ik:.. .Z4 &...::,06 *s` ei3}z'x,.Yti µ � . ; ,....c•,. , ... �..._ �Mk,�'..�..i �.�:�`"" . :._.. �.,. r; �a�.. z, srt_ k .ti:.tiS�ISS.,i�:3:w3 &�.i::r �.:.��F:xvyr`S�i�h, . ...�€ m��,. r. �.`'�r"e'r'.�s&�a?i.;+Z�rS{�`� �x� p Iii! iIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIi li iili lililpillllillj !Il�lililil�lilll�I�III,li iii( III�i '1II�I�I�II1�l�I�!Il�l1l�il(! Jij! c! �ICr�I= I�1�! ��! Iill�i�lli�IlI;III�I�I�II!�I�I1 164'-. !1!` 4 5 6 7 8 9 10 11 w,sEt G RMANY 12 NOTE: if the microfil document is .less clear than this notice, it is due to th. quality of the 'original document, 0E 6F. 8G L2 9e SZ fie £L zz ye O7 61. 91. 1,1 9i St bl Cl Zl tl ()l. 6 8 L , 9 S 4 C Z i WW 0 I� �i i IIIIII!Ilil!IliIl!I!III!I1I! III !I!II!IIIIIIII1IIIIIIII(1IIII I!I! 11111111 !1!Il.i�lLll11!II1111!,ll! III! �IlIIIII !I1i11111111(lllt1l!l11llll 1 !I!!�IIIi 1 I{i1 +1111 1 111II1lIl ! liilIllll 1 I!IlIllli 1 l! IiIl!{ I�III! 1Illi�li , I1Illlillll1llll1llll�!!i! 1 L!II1IiII l I!Illllll l Illi IIII l iill1lil) l Illl1llli IIII1IiII1 STOREFRONT SEeTioN Sica e t01 NOTE .4LL .OroRelz rdN COWt uorioN o ot,F rJU 1 oa'! P P; o14 P OR . 31Z,a 46 To enzt rl. 1 ire lei P'roo . , I4_ A"iTkeiH'" 1‘ Pe42 1.N4r,k R G E-Th 1L r !' 41-trAi . one 0.21, F? JW/lr I 1 : C J 'L * f/1e reair r— At4iu& periki " "aN .64 - ; . Fo rrdvl Vorpg• c7, t eMr>cieR r.04651 rgtiANT 4 MALL., 10 rO AN, - ,1 TYM 'x i eir?. etc). OVER 0'' x � • aA. MerAL'TUD t- iZ,pMit�6 ?. i 1 e2c.. rz telmo fee .ma c. r or. rte` earoxe r T 0 ,1$ , ,r' EF•Txo 1 r eLevArie '��. ___ NOVA 0 •` CJ Yi.. rJ E ouPeartr IN 6a/ONO, / rxT"6 `5 ow OrAsioggEo T 4E '1°O e t'Rtirt'. _ ce•Mr'FFILIN5 ROLL-UPC ILi,.R. '! Rri ;.AL 6g:.L5 halm* wFtoaPe,g' ccAre✓ PiN*4-4. L A' LThJ . MY Or u��I�a APPROVED i . 19q7. r+` II' DING. DIVISION RRCEI` 9 , CITY QFT (1111A AUG 3 1 199 PERMIT CENTER :408 1 G18ii1rR C� OA�V'.E? A.I(W - :; ; 0 YfA51 :19,�tSTf3Ni • -- _ . k �r ' ! ' / • I - I�U / f , 1 1 _ I 1 I 11 i Adi I I I I 1I I I II ;. I ,- , ,' '1 i I I f 1 1 0 i CP 1 . i i 1411 - 6'i.3A a - /r Kli ',l l 3 I 0 )4 .1d211 1 4 1 ' SEAg' M!RRG'fz ANN;~ . 14/ p 1 • </r0RePRoNi .AZ Ne.--- ( *ANO eits *'E) t•ciEer .._ --- --- �tA=�• 0 Nit i'AL.. &IAziN6 IN EFtiOR ELEVATION IIFUKPL.E PUMP Re.co y 2N -- S TRIP IN CU/W,(4 - 9Ei /A0). cANt7Y ---_ uNte c'• META . MGtJNT'IN ) eRAM t75';. WA&. e1`1 {' ?. 00PEI'( t' EPRe9Nr PULL UP GRILLE CURTAIN,G tR't1.t. CAND', PANEL • --____ L iNrw 14L2 !NI cYrorzE sT. urtitzpLa PiJMPl -e9 N504 OrR 1 N cr. , ( tom?. 1440). geNC?� —��— • I� 1 ALUM.( a.0) THkk BREAK t.4e AL G1Att ca.. . CE Nrt RL;NE RQ.L -11 f." C9K11.1.5 '/ RfCL;L OiZ;LLO FAc 1vRY l i s• (4z &LM : UNE 0P. MlIzioazCLA9 Ca• 'N !� .OU NQ• GE 4rER LINE Ci>!t OLL -UP! IZILLe ALI ALUM .6010) 0.f <i rAL CLAP !.'L.. VERflcAL iL.E 6u1t7 • • xv.zi i 7"rcpiA,N 1'iL R 1� INT. ELEVATION i! ; eel Mi;Rg:C'R. LI t3I= G'F M T'A . MOO N T''Ne F:R AMO ,E Lr'. I ''A1 x d f I FVFZCE LA!N r,Lta ev NOTE: if the microfilmed document is .Less clear than this notice, it is due to the quality of the original document. • LINE al' eeN2 IN ',rog6PRGNT &.AZiMc�. - -�-- -- L!Ne C MIRROR GLAD COL IN fl7R _ '..rr PUtv!P Nei r I N <, , i . of rAa + & B LEAR M i f OIZ • -- L;` lh: METAL NTINE� - 0 1 1 X 12 Pt AIN tiLI; 6T494; F c 'M t2 :2R t zA [vt 0G PAINMQ P.i. oc 6Z Be LZ 9Z se hZ E:Z ZZ lZ OZ 6l B! L 9S SL hl el Zl 11 01, 6 9 L I 9 S *� E' 1 ! Q 111111f111llllllll!II11!1111i1 !I III II ,1I1I11111111111III!;111111If� 1111!!IlIIMIIM1 11111 1 11 1I11 I 11tIIli! JIIUI! IItII11111 jTI IIni I111111111iII!!Iln1li111 I [1111111IiU11111IIIIlI1 11111 11 II I1I I1 111101 11111 a � A .. ✓. V f4Y i _ ;�;.., tsJ._rc43 r�e''oriu�4+ f3�,;3r,.,Y.�ar:ea l.. � >,.�f�9.*.�.t� k�, ��. larc�:i"�-.s:.++�+.'�..ai.�Y.�h" .µ ..., ..i .. 1'11III1J111II{1J1j111{11 1II,I;I111I11 111I11111I1l III 1IIrrf ! 1111111111111111111iI1111i11111 1 {II! III III III III IIlll11 t'1l�i 1' I II1�1I11 111111111 11111111 {IIIII�IIIII {IIIItlt 0 ,G TH5 INCH 1 2 3 4 5 6 7 8 9 10 11 MAOE!N6iRMMY 12 GYP' .. Pt T p 70REFRONT. ROLL-UP (7RILL6 CU t'X1OR 6I IIPJRPLE Pt»4 i tlNEx% I �✓T iP IN Co• (€ie5 ow 0 ,1444) LINE CAF* 6eND IN *roRgP' lT'. ei %'. _ ` 1 INt ELEV, -- roREPRoNi Ei:AZ■N6 &' OANpIS -M s2 - FACTORY" , L G;1 rc%E oP -Ax, tYr . T1-t tk a • �` ~--- 01 5vEzostilni >1LB 006t:. - ' ffuRPLE PIMP NWN 6 :Ave iN catO ALUM. (.moo THICK) 0 MET ;44 U q CLeA4 Mif 'l }r'� FXTENC) f3+rHlNr PANEL, 1VP f - I3A� r 1 .4 r1 T_ CITY (I': TUIONO A P P R O V E D . fECEN/E') CITY CF TUKWIL /\ AUG 3 1 199: PERMIT CE TtR tAVO 1b, WNW STATE OF WA.StilfC3TON tE SO l • Ne9 r1 4L FIER . AW4•�.A Lr'A�.. LINE ALLt 1t ,(.0c10 ? i iC/K IS +this met* WI frii4ritte C/041 cii4.6401 00675 IX' a , ---- .,.- -; 1 �� G!_.�r> P � Cat ILLe 6UIC3' IEXrEN 7 c 4 r2IW6 INTV Ca4T- Wit" A • (t . SUSP. &EP. BD. CLe5. (IA HERE OC LEFT NEUTRAL PIER & S.F. COLUMN (CORNER) STEREO SHELF DETAIL Zit i.V.:s. 'iNEL a coftm .R• ( /10 .MerWiFI'AMIT • e 101!(6. FvIt4:0 T'ti' IXIAYP ) -.11,106 *utormr 1 fit. -vi? &RILLE '2'.i Ie,6t • tvMEr. *I1A7 FIZAMINO. E epN9:l)R2' raEt'A11 2I /A7 ► -- 5(25z z ArrAr; 1vENT''o r2"?'RUai•A6e. 9 vF. INTERIOR PARTITION @ CEILING 3 5/6" x 25 OA. METAL silos AT 16" O.C. (TYP) TYPE: "X" 6YP. BD. W/ TAP= „,......---5/6" JOINTS, SANDED SMOOTI4 (TYP) DUPLEX OUT'LE'T' L50x, (AND OU T L.ET Box FOR SPEAKER WIRE WE•BERE REQUIRED BY LOCAL code.) 5 5M" MET. STUD DIA6. BRACE 0 46" O.C. STA6- Pti DIRECTION. ATTACH TO STRUCTURE ABOVE.. SIJSP. GL6• (WHERE OCCURS). • 5/5" METAL STUDS G 16" O.G. ie " TYPE ':X" GYP. E3D. TO 4.6" ABOVE GL6. / CUreAR Tempereart &tA5s 1t4 e Hirei4 ALUM- MULLION MOM. C4MThQ LINE OF ROLIAIP EMI U.A. -1/2" THK x 12" HIGH x 24" WIDE NON-COMB., FIRE TREAT>*D PLYWOOD BACKING - PAINT 1'O MATCH A-ALL. tit 6 f 1 Pen4t7eg C.. 4" Arri7 VERrta4L Gft►L.t. froupg. !�d'LIN es� ALL UP A CP.JR'rA;l N • V,NCGeAR efts IN fee Hiew ALUM. Iv91Jt1,TON i h 5u2RT ? 'Lt - U ^ e } U,.IA . NAM. (010 Nick) epic g Fc MwY --- - ----- W/ PVWr ! Ca% r'5a FINV& - O/Ec1 ,r T1? IX ele 0't? xreNr7 INTO c * ;' *Or IN 'RI Lt^ cytJEC ; , 3 5/6" x 25 OA, METAL STUDS AT lb" O.C. (TYP) 3 5/8" x 25 OA. CONT METAL TRACK - RAMSET TO EXIST GONG. SLAB AT 24" O.C. (TYE) T 'INTERIOR PARTITION @ FLOOR I I/2" Xy{II 1/2" METAL E�LA a ORNEIR 1 STOCK ROOM S.F. COLUMN @ GRILLE & GLAZING 6 z 1 TOILET' PIN. FLOOR SECTION AT TOILET ROOM - 5/4" FIRE- TREATED NON-t (PLYWOOD DBCKINEi ON 5/6" TYPE "X" 6.YP'. BD. ON b" X 16 OA. METAL STUDS AT 12" O.C. 5+/6" TYPE "X" MOISTURE - RESISTANT 6YP. 130., ('RREN BOARD),-ON ALL INTERIOR WALLS AND CEILINca IN TOILET ROOM. RAMSET RUNNER TRACK TO --- CONC. SLAB AT 24" O.C. 0 BACKROOM PARTITIONS. SCALE: 1 1/2" = I' -O" 5/6" TYPE "X" 6YP. BD., BOTH 617,7E5, TAPED JOINT'S SANDED SMOOTH. SCALE: 3" ti EXI5TINI9 CONCRETE SLAB O SCALE: N.r.s, 6644reP tKI5 I t.L•UP' IVA R CICA rEC V R 'CAL ILLS 6U . LEA LINO 02. . METAI.' FRANK Itd6 PROVIDE SEISMIC ST1RAP5 AROUND W.H. A5 EREQ'D. aY CODE: M.R. 6Y'P. BD. IN/ Pist..P". PANELS ® ALL SURFACES IN ALCOVE, - ROUTE PRFLIE.r LINE THIRD DEGEK TO MOP SIN'S. GONT. SEALANT 0 TOP" h BOTTOM 1 AT PENETRATIONS METAL CLEAT ANCHORED 'r0 BLOCKINt - ALL si Ea, TYPICAL. 15b9GKINe, TYP. A? , 'LATfORM 3 4 5 _. 6. ' .. 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. • S.F. COLUMN @ WALL & GLAZING 1 STOREFRONT COLUMN @ BASE 0 r - 1 r ,+ .' .�." : = �drret ;#t5tlu;•zu,3�K.i:".k,�:e' ,' > .: .�ifa� 2��tc'nr'z ^Yi !S�S%jy iSd6,{�i+ . ,: %�:« .�. %i1m��m' �` • Illfr011lfttql irb ` ,$«..,3 1111�1�1�01+ 1, III�III�III�ill�lll; Ill�Ii1�1�1�1Il�I�i�lli�l�l�rlif l rfrii��l�11I�i�ili1i�I�ill� � 1Ir I !it'll 0 18 1M INCH 1 --- 15RrAK METAL PANEL WITH POWDER COATED PAINT FINISH, APPLIED TO &YP. BD. COL. ENCLOSURE A/STRUCTURAL ADHESIVE. -5/6" TYPE 'X' 6YP. BD. OVER 5-5/6" X 16 eA METAL, STUDS 0 16" O.G. W/ TAPED - JOINTS, SANDED SMOOTH. - - b" HIEH FORCcLA }N rI LS a tr• ALuM.(.0W) - e! * �..L� tH lc,� P�RcAk r.' I�.A_ 1 ( 14/F.W : arI p 1- ►rai�H iNro cpmr. otor iN 011 '6A ri C '-- TILE PLOOR1NO TYP., NO CUT WOE TO MOOR W/ EASED FACTORY EDGE UP. !,1 WATER HATER PLATFORM @ MOP SINK 4 fir L n fJ I LL• UL-} . Metro L STUi I� C?G• . SCALE: I I/2" = I' -O" SCALE: N.T.S. PROVIDE* OALV. IRON WATER HEATER DFQ.AIN PAN PER LANDLORD'S REOU I RE MEW'S. WA'F'ER HEATER (Slots PLUML3IN6 PLANS). NON-COMBUSTIBLE 3/4" PLYWOOD DECK !^V U.L. :E PACT ©PRY MUTUAL LADELIN6, !FAINT (SLOSS ENAME=L, (WHITE). P.R.P. COTRNEr. MOLD, TYP. ALL CORNERS M.R. OYP. BD. I.R.P. PANELS * ALL S.URPACES IN ALCOVE!. I1III111I1II1IIIIIIII1111111I1IIlIIIIIII 10 11 WADE IN GERMANY O dz se Lz 9Z 57, hz Ez Zz tz OZ 61. 81. /,L 91 51 bl EL zl Il 01, 6 E3 9 S V C Z 1 W 4 0 I . II 1111111! IIIIII111111 1111 11�1111I111! 1!I11111111111I111I111[111�1111 11111 )1!11111111Mh11111111I111111 1111M!111111IIIIII! 1111111 11) IIIIIIIIIIIIIIIIII ! II! I! IIIIIIIIIIIIIIIIIl )IIj�I IIIIIII I I II11I1111I!I! III' 1111111I1111IIIIIIIIIIIIIIII !IIIIIIlII • 0 tn 12 0 Q ,•f DAVID ?, ikYK�'1a STATE OF WASOL w ` m 0 EXI r I'ARrlrt2+. 11 r(t 1}t 1 %(Y' o t? ' /' Mr s rreAmima e ton ac. A ) 1/2" CLEAR TEMP. ELASS. TENANT STOREFRONT COLUNCN TYP.. BEYOND, CLEAR 51LIGONL° wEAL.ANT BOTH SIDES OP &LASS. 6" HI&H CONT. ALUMINUM MULLION BASE kV/ POYY.DER COATED !FINISH (r71 TENANT'S PL.00RIN6. -� CONT. NEON L16HT TUBE, CONT. 3/4" G.R. CHANNEL. 4" x 25 c5A. METAL. STUDS AT 16" O.C. W/ 5/&" TYNE 11 X" e',YP. BD, W/ TAPED .JOINTS SANDED SMOOTH. • _r- SOFFIT DETAIL J 7 1/2" RIGHT NEUTRAL PIER @ S.F. WALL 2 1/2" STOREFRONT BASE @ GLAZING SUcv!'O. SYP. BD. CESILINO 'XXl Nigu rraL FlEI , 15Y t J... \ '14 ALUM. f?EVEAL 51` eta . -__-� 21111f i.M 'TAL''rUt" F A'4•. IN'. Leiviq LANE, �---- LEASE LINE / i / / / / / / LANDLORD'S rLOORIN6. P X55 'ANr710R2' ' UGtr4u. 2i /Al R'Pg ) yI -- A T HMG!�rr ro grA►or, A} o . J NOTE: LIGHT HOU51N65 ARE THERMAL PROTECTED PROVIDE FOR MAX. AIR SP'AGE AROUND HOUSING. 3 5/6" x 25 OA. MTL. STUDS AT 16" O.C. W/ 5/6" reps "X" 6YP. A/ TAPED JOINTS SANDED :SMOOTH, FINISH, PAINT. NOTE: STAc*GER STUDS SETSAIEEN LIGHT FIXTURES R!CE5SED LIGHT FIXTURE arid xrRM. FLAT SLACK PAINT BOTH SIDES.- / / / rex - reNW' MIRROR FLUSH W/ SOFFIT, TYP=ICAL 2" CONT. AIR OAP REFER TO REFLECTED GEILINO PLAN - -r--- - 1 --r--- --t - -F. I } ! • 1 SC-ALE: thew 4 SCALE:1 1/2" = 1 '--O" 0 C11 1 OF IIi('i'ff« AUG 3 1 1T9i DRAWN CAD FROACT WANG OVER 1 O 0 6 8 Z1 Lu 0 crc tI 14 . 'smog aillanas rj (1) WALL MOUNTED' - —� SUPPORT FRAME OR FRENCH CLEAT. LI 1/2" L_ — SLATWALL, CANDY BIN PANELS AND /OR 6RtAPHICS PANELS ATTACHED TO WALL. PANELS @ MIRRORED WALLS • S /6" TYPE 'X' 6YP. B®. OVER 3-5/8" METAL STUDS 6 16" A.G. M/ TAPED .JOINTS, SANDED SMOOTH. tee.•......,.. -.... _....' :_"T 1/4" THK. :: ; Z eLA35 MiRFLOR ADHERED " C' :.SYP. BD. !N/ ST'RUt- -, ,.. ; • - AnesiVe. EXTEN+.' ;�fIN BE` •!INP PANELS. SCALE: 3" 5/6" TYPE 'X' GYP. BD. W/ T.APesp JOINTS SANDER SMOOTH. 16 6A. METAL STUD m POOR .,LAMB (TYP) 2X CONT. NON -GO■p. WOOD BLOGKIN a (TYP.) SOLID CORE WOOD DOOR, KITH PLASTIC LAMINATE FINISH, SIDE` SCHEDULE FOR SIZE. "TIMELY" METAL DOOR FRAME, PAINT P -I,6, TYPICAL. 1/4" THK. CLEAR 6LA5S MIRROR APPLIZO TO GYP. BD. W/ STRUCTURAL ADHESIVE, LEAve "TIMELY" CASINO OFF OP FRAM AT SALES sloe, FOR MIRROR TO OVERLAP, BEVEL AND POLISH EASES, TYPICAL. irr DOOR JAMB @ BACKROOM DOOR SCALE: 5" = I' -G" 1 BASE @ MIRROR - SALES BACKROOM SIDE POLISHED BRASS MTL. TILE STOP NOTE: STOP TO BE NO HIONER THAN MALL OR TENANTS TILDE FLOORING PROVIDE SMOOTH EVEN TRANSITION. 6" x 6" QUARRY TILE PL.GORINO TYPICAL BACKPROOM AND TOILET ROOM. (FURNISHED AND INSTALLED BY TENANT 6.G.) INTERIOR TILE TRANSITION 0 16 THY INCH 1 —.- I/4" T ;K. CL.EPNR tSLASS MIRROR AcoeF9247 ro L5YP. Br1. W/ STRUCTURAL Ac'# 4 5I VE. - 55 /6 " M256A. METAL STUDS 8 16" o.C. (TYP) —5/6" TYPE 'X' OYP. BD. OVER 3 -5/6" METAL STUDS 0 16" O.G. IN/ TAPED JOINTS, SANDED SMOOTH. _ - - -- POLISHED .J-MOULDING -- 6" HIGH TILE 'FLOORING SAW. -- TILE FLOORING WE PLANS TYPE 3 5/6" X 25 6A. CONT. METAL TRACK RAMSET TO EXISTJNO COONC,. SLAB LP) 24" O.C. SALES AREA SIDE i ---- -- DASHED LINE INDICATES BACKROOM POOR 12" x 12" PORCELAIN TILE MOORING., (PURNIsfer, AND INSTALLED PAY TENANT 6.G.) EXISTINE CONCRETE SLAB SCALE: 5" = I' -D" 4 N SCALE: N.T.S. 1- o Q1 r '1?' . x31 , cix.'v^`1sY •�tSG'3 e BASE @ GRAPHIC PANELS & SLATWALL A SALES TNANT SIDsem— SALES ARA SIDE • POLIHED SILVER MTL. TILT' STOP' NOT: STOPS TO BE NO HIHER THAN ALL OR TENANTS TILE FLOON PRVIE SMOOTH EVEN TANSITION. — O APHIDS PANLS i SLATNAL PANEL MOUNTED TO ; = .ALL ON P °R°NCH CLAT 3 5/6" X 25 .OA. MAL STUS 6" O (TYP) /a" TYPE 'X' GYP. 15D. OV ./8" METAL STUDS 0 16" C?.G. / TAPED JONTS, SAND SMOOTH. 6" HH TILE FLOORIN TLI° PLOON, SEE PLANS /6" X 25 OA. C.oNT. MTAL TRAK AMST T O EXISTING GONG. SLAB 6 24" O.G. TNANTS 12" x 12" POLAN TILE FLOOING, P'URN. ANIS INTALLED SY TN. G.. ` �_ ,-/` __•_\ ,, rEN.6 R JIiaGP i7 INFILL LN %'IJNC.. 4VF l UIRr. TENANT TILE TO MALL FLOORING TRANSITION ALE: ._. jIII�IIf�III�I�i�fli�l�l�l�l�l +i�l�l {!�� }�j'I'II �Ijlli�l�iji�ijl�► jl' I�IIIJi��i�lil�i�l 'IIIjIIi�III�IIijllljt�l�lllti" � 4f :'I 5 : �I� 3 4 5 6 7 8 NOTE: If the microfiliaed document is less clear than this notice, it is due tc the quality of the original document. 01✓ 6Z eC GU 9 SZ 9Z CZ c.Z Ve 03 6L Sl Li 91 GL hl Cl et 11 0t. 6 9 L , 9 ,- 111111IIIII!IIIII!1!l!I!II1111 1111111IIIIII111111111111llll If'IA1idlI.III I11111IIfIIIl 111! IIII !IIIIIIIIIIIIIIIIIIIII1JIl1U11! IIIIII 1!! il1l4! I1111IIII! IIIIIIIIIIIiii! IIIIIIIII! IIIIIIIIIIIIIIII ii! II!! 11! 1! !l!IIlI!IIIIII!!'lilllli1111:1l MALL Sloe. _ c.Et.ireR.1045 op ROLL -UP EXISTING MALL FLOORING, / TO LEASE LINE. veRIF'( coN 2- trION IN Pi vL. J: TEN. e.;6. WILL Fill M MAL R9R !GN OF ..ANC2ttORV FL ORiNG e , '(O Ac GoMoP74t i1I eiragelzo eXISTIN6 CONCRETE SLAB 9 , 1 0 11 MaDEINGERMANY 1 • c z WW 0 iili!l llflliliIilfillili !iil!I!iii�l!Il 1 SCALE: 3 " = l ' -0 " 1 0 at1 CANDY BIN PANELS ATTACHED To SUPPORT FRAME 3'5/6" X 25 OA. METAL STUD 16" O.G. (TYP) 5/6" TYPE 'X' GYP. BD. OVER 5.5/6" meTAL snipe ®i8" a7.G. TAPED JOINTS, SANDED SMOOTH. WALL mousirep SUPPORT FRAME - E+' MOH TILE FLOORING, SAW. — TILE P LOORIN6, SEE PLANS FOR TYPE. 3 5/6" X 25 6A. CONT. METAL, 1TRAOK PRAMSET TO EXISTINGS CONC. SLAB 24" O,C. EXISTING CONCRETE SLAB BASE @ CANDY PANELS - SALES 5/6" TYPE 'X' GYP. BD. AT BOTH sloes W/ TAPED JOINTS SANDED SMOOTH _-__ 5 5/6" x 25 A. METAL STUDS AT 16" 0.C. (TYP) 6" HIGH QUARRY TILE W/ MIN. 3/6" RADIUS GOViwA EASE LI BASE @ FRPP - BACKROOM & TOILET 3 , - g'+OTT& AMY ATTACH TO L.C.'S $TUCKS AIILOVia K'T BO tIY. CLAMPP$0. wig OR WOLDING . TO TOP OR BOTTOM CHORD JOIST, OR TO ANGLO RON , SPAMED Tr RS ISTWEllitt • $E DaTAL, FLOW P ANY ATTACHMENT TO i POW GREATMR 'I14At! 6 FROM A PANOL PONT. MO OTHeR P tita UTHOb OP ATTACHMO T eil;i t...l .. PURMITTRO w/OU T PRIM Witt/1104 APPROVAL PROM I.. L'$ T.C. ? VAREW owispworim molar. 11 061 .: 1 PROV011 A L. otzeI, TO JOIST. : IRS `C A"1 ZD 1..0A0 POtit TO P$Id I R $T T OR 80'TTC (" cWOR1) PAM POrrr. slTi. LAND W €TRUGTURE "WOVE (Ttt cH M NT • - ---- -- SEE INTERIOR ELEVATIONS P'oR FINISH. CONT. ,J -MOLD IN/ CONT. SEALANT BEAD WJ^PERe P'RP PANEL AND SAW MEET ONLY 6" x +5" QUARRY tY TILE FLOORING TYPICAL OF STOCKROOM AND AND TOILET ROOM. (FURNISHED AND INSTALLED BY TENANT u'F'.G) SCALE: 3" = P-0" n an fig 0501110 C ' OF 11 .1 U 3 1•.199 REVIS.1015 /z .€5 I R 1 .44Ni2.. 9Rct TUBE STEEL SUPPORT AT TOP SECTION THRUSOFFIT 'PT EXISTING STEEL ROOF JOIST. 2. STEEL ANGLE 3" X 3" X 1/4" 'AROUND STEEL COLUMNS W/ 5/8" 0 DOLTS. 3. 4'. NOTE: MORE THAN ONE COLUMN MAY OCCUR BETWEEN JOIST. NO SCALE MU_ t T.S. • COLUMN SEE PLAN. 2, PLATE 4 1/2". X 4 1/2" X 3/8" W/ 2" 0 HOLE IN CENTER TO FIT OR BOLT. 3, PLATE 5" X 5" X 3/8" 1 - 5/8" to EXPANSION 801.T W/ 2 3/4" EMBEDMENT. 4. EXISTING CONCRETE. SLAB 5. TYPICAL EACH 9DE 6. 14 GAGE CONT. STEEL TRACK WITH 1 1/4. RAMSET 0 24" O.C. 7. SCREW CONNECTION PER G.S.N. NO SCALE KM& 1. EXISTING LANDLORD BULKHEAD 2. TUBE STEEL FRAME 3. STEEL STUDS. 4. FURR OUT. NOTE: FOR ADDITIONAL INFORMATION SEE DETAIL 4. 4 - C .2- DIAGONAL BRACE ....._ f DIACONAL BRACE 7 (3 ) SEC110N THRU S9FFIT 0 18 THS INCH 1 1. EXISTING STEEL JOIST. 2. ANGLE - 3" X 3" X 1/4" FROM. JOIST TO JOIST W/ 1/2" $ BOLT AT EACH END v1/ 2" X 2" X PLATE WASHER. 3. DIAGONAL BRACE ANGLE - 3" X 3" X1/4". 4. T.S. 3" X 3" X'1/4 5. 6" MAXIMUM. 6. CEILING LINE. 1. EXISTING STEEL JOIST AND FRAMING. 2. DIAGONAL BRACE ANGt.E 3" X 3" X 1/4". 3. T,S. 3" X 3" X 1/4, 4. 6" MAXIMUM. 5. CEILING LINE. NOTES: NO SCALE NO SCALE I, EXISTING LANDLORD BULKHEAD. 2, T.s. :it' X 3" X 1/4. .3. STEEL STUDS 3 5/8" X 20 GAGE 0 24" O.C. - TYPICAL. 4, CONT. STEEL TRACK - SEE G.S.N. .5. 2 -• C 3 5/8" X 14 GAGE STUDS - PROVIDE DOUBLE STUD BEARING AT ENDS. 6 FURR OUT AS REQUIRED PER ARCH SECTIONS, USE 6" X 20 GAGE STUDS AS OPTION. NOTE; SEE GS.N. FOR GYP. BD. AND STEEL STUD CONNECTIONS -- MIN, 2 SCREWS PER CONNCETION. al !LONG , X , DE: TUBE STEEL SUPPORT AS NOTED NO ?..)CALF 9.'8 EDITION Cc THE UNIFORM )DE TRUC TURA( cow FoRmEo STEEL FRAM; NI.3: • NQ)7 1 rs ,3" v 3" X 1,4" l'YP. D.1.4.QINAL.TUBE ( IA 3. COLUMN AT 1 , 4. OMIT ROOF BRACE AT .? 1.A ONLY . ALL C:OLD--FORMEE: STEI:t. FRAMIN SHA.LL. S EA BRIC 4 .7 . 1 AND ER'r2(:TEC.1 A:T:CO.F.T.Lek NCE WITH MANUFACTURER'S RI'. ()MIEN DA AND :N A NC.,..!RDAN W1 THE, If. ST 11... TV.3N 'SPECIFICATIONS FOR TNE.. DE OF F Of; MIL'. C SIE.E.!_ r...; NjR toE.mr.tr [3 y - 7,}N . IRON A fUTC ,r0IST STUDS, TRAN.:K, ETC. `::FIALI. HAVE IHE MMNM PROPER DES. C.4YPSUM BOARD: SH.OP DRAWN■2,c,:.: F ; AGE PAINTE,0 CI(SI VERIFY ALL DIMENSIONS WITH ARCHITEC.J. S xx ( 11 3) sTuOS •- ArN 0 -TRACKS .504 tlRIDC=ING - • -- 16 - PAIN E - 7:3 - - - - SCREWED COLO FOR M ED C OLD - F ORM D C;ON NE (. II ON 3 Sit A. LI_ DIAMETER INDENTED HE X WASHER Hr.:.AD AND NANI( LENCTN 3/4" SCREWED COLO -F ORMEU.' TO "(UP.I.F SECTION ALL f DONE WITH #14.) I IS' X HEX WASHER HEAD TEK GENERAL STRUCTURAL NOTES AU.. SMUG T L. A' IM ALL. '1,L 't. AR STEEL Sf-.• e.E. A o ( " 46 1:Ni ALI . L N NTI-IERW'..": . t_ LC S 'fft LI 'i()N PER I. A TIN;T AiSC. AL,. EXP t.NS ' r.is f3. R A TINC .F.' MATERIAL TALLA ON AcE. L 6N.N, AN Ur P 801.TS, ETC.. SINALL. BE N if Ai./. .•VELDING (*A-1AL,, 1 BY WELDERS HOLDING 'VALID . CER'Illif..A1E7.. AND ,"."IARENT IN THE IYf WELD SilOWN ('g THE. VRAVV:N(./::: N()TF17 A1%1 ACCEPTED TES MC, AGENC,:r. L FiY 'F. LOW Vt.)R0r.:4:hi 1..DIt`i Pi L A F E;*1 AMERICAt 7,0CIE A.. ON tar,;'.:. ARE . ..3HOWN :: WELC, MAY FILL `NEC c;ISCRCTiON1 STEEL. FOR 14 AND it; (.;A.JF-• STUDS AND „10i;:-..r.S. AND Z, 00.G0NAL TENSION STRAFIS ThAft HAVE A MINIMUM YIEI..D TRFN fl--■ '.7i0 KS: TEEL FOR ALL '18 AND .J.C: NAGE STUDS AND JO;STS, ',ANC FLNR GA '.: 1.1 TRACK A.C(7..ENSSORIEN ANC ERIDC;ING •:HALL HAVE. A MiNikrILIM YIELD STRENG7H OF 3.3 KSI BE JAL ','AN:ZI•71.) AT J.r WCATHEK AHD WHENEVER NOTLO ON THE DRAW1N;. ALL STUDS SI-1.'4j. 6E SECRELY SE A. TEL: VOR L., END BriARNG ON P. TOP AND BOTTOM RACK UNLFSS NO HE TED OTRWISE. EPOVI,/,E Al CORNEPS, TE TIONS, BEAM DEAR/NCS AND ARINC,S E-3FIN17N SI.1 INSTALLED PEP M ANOt AC TUREP•S RECOMMENDATION V../ TI-r THE: FOLL OW;NG !.0NIML.AA, Rt • FOR WALLS • WITH NO AXI/1 LOAD, PROV.:)E, 13RIDGill;.; A T -NEIGH . FOR WALL S THAN OR EQUAL. TO 10N- 0" AND 5 C' 0 MAXIMUM F OR WALLS GR.EATER THAN 1 PIGH FOR AXIAL LOAD BEARINr..-: WALL: 9NriVIL ET ekli,,v1;;N1C, L A'r MAXIMUM. IN AC:Di TiON, DRIDCONG F.14 ALL PRO V;DFCI AT R LINES AND E.I.C.W1-1E,P1:. AS NOTED ON THE DRAWN Ett. ()CKIN(..; BE INSTALLED IN !NEL. f)F BRIDGING WHERE NOTED ON THE DR A.W1N'.? SE DONE WI r A ATTACHMENT '..Vrt; STL,./C).1 ANr) DCNE kAoH A 5/1 Ft_ ARM HEAL: SCREW WITH A #6 SHANK AT 7" LENGTI-f SHOP DRAWINGS 'SHALL 6E SUBMITTED r OR STRuCTURAL. ITEMS IN ADDITION To ITEMS REQUIRED Fre ARCHITECTURAL PECIFLOAT!ONS. THE 'CONTRACTOR SHALL REVIEW AIL SHOP DRAWINGS PRIOR TO .SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DR AWING!.-; SHALL GE FL.At.:4ED UPC.1N REvWw ' .4 • . . . _ 17. , , .■ ,.....8 . ••••••■•••* .,•••••r ''..14 -11‘ 4,k•Ariif..i:• IrtobliehMi 3 5 • ---..1.611:154 . ozAtr, .'fr --'-.. q'414W01 ' • 'fl'i6' i4: . Ial t i .* ' " ' .."''''';'":" ''''§-.)''''' ''' ::- ' ' . " :"'.' : ' ::*- ' :''''' -. **•.ildi'Vivik ' '''''' ' ' - ' - ' '1'''''#°'' '''' ''''' 4ieit-X/4.4iiiWj''' - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 il 1 1 IiiiiiiiiiilimpiliiiiiiiiiiiviillptiliiiiiiilliipfliwitiftwilirriplitimitiiiIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiii 2 3 4 5 6 7 8 9 10 11 /4AD€ IN GERMANY 12 .__.. __. _.. ... NOTE: If the microfilmed docuident is less clear than this notice, it is due to the quality of the original docuaent. 0€ 6e se Le 9E G 4 7 , Z ce. Ze le o 6L et Li. 91 91 hi Cl Z1 11 01, 6 9 1 , 9 9 9 C 3 l PNI 0 111111111111111111 I 1111111111111111 h 1111111111111 1 11111111111111 h11111111i111.11111thIIIIIMIIIIIIII11hillh1111;111 1 11111111L1111111111111111111111111111111111111111111111611111111i1h1nlmildunlidimilmimilimhilihm1i1!!IH1!1►1! 111! 16111 hmlidmilm11 • SOFFIT FRAMING PLAN - - r r•Ivr3?,ON AN'y CHANCES, SUBSTITLITIGNS. OR DEVIATIONS FROM ORIGINAL CONTRACT DRAWiNG. SHALL 6E CLOUDED aY MANUFACTURER OR FABRICATOR ANY OF THE AFOREMENTIONED WHICH ARE NOT CI. ()VDU OR FLAGGED BY SUBMI TTING F=ARTIES, SHALL NOT BE CONSIDERED APPROVED AF TER EN6INEFR R DAM, UNI.U; NOTED ACCORDINGLY THE: ENCNL'EP. HAS THF.: RI'H r T() APPR■DVE. OR DISAPPROVE DR A JVINGS Ar ANYI'IME BEFORE OP AV TER SHOP DRAWING REVIEW_ RE VIF:WING /S '1\1 TENDED ONLY G AN AID TO THE CONTRACTOR IN OBTAINING CORRECT •SHO.P DRAWINGS. RESPONSIBILITY roR CORRECTNEc_s6 SFIALL. REST WITH HE CONTRACTOR. • CON:`7R;JC PON MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOA) SHALL NOT EXCEED THE DE:i10IN LIVE LOAD PER SQUARE FOOT. W1-tE REFERENCE IS MADE: TO vARKkIS `..; STANDARDS FOR MATERIALS, SUCH fHE LA TEST EDITION AND/OR ADDENDA lxx F.STABLISh AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL (in4) PLUMBING AND ELECTRICAL W121-i APPROPRIATE TRADES, DRAWINGS AND SUBC PRIOR TO CONSTRUCTTON. `1.-41/%•,,,,, STANDARDS WHERE DISCREPANCIES OCCUR B:'TINE" PLANS, DETAILS.' GENERAL STR%,JCTURAL. NOTES AND .• SF'ECIFK;A1ONS, THE GREATER RE.DUIRF.ME.NTS SH.ALL GOVERN. ANY ENGINEERING DESIGN, PROVIV_D BY 'OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OE AN E:NGINF_ER REGISTERED q■I "TFIE: :,'..-JATE OF WASHINGTON. „ 4 ; t • • ,e .' • ....IV • • ,1••••••• • II. -...••• 'Sy "KV. ANY CHANCES TO ORIGINAL THE SHOP DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN iN(.. ORREC TLY AND ARE NCI FLAGGED it; THE STRUCTURAL ENGINEER OR ARCHITECT ARE NO TO BE. CONSIDEREI) CHANGES TO ORIGINAL CONTRACT DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE SORE ITEMS ARE CONSTRUCTED TO 0RCNAL DRAWINGS THE. ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED GY THE OTHERS RESTS 'MTH YHE. DESIGNING OR SUBMITTING AUTHORITY. _, MECHANICAL, ONTRACTORS CON IRACTOR SHALL RE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRRJ TO STAR T OF CONSTRUCTION. RESOLVE . ANY DISCREPANCY WITH 11-IF ARCHITECT. i;ENERAL.• CON TRACT STRUCTURAL DRAWINGS 'ND SPECIFICATIONS REPRESENT THE: FINI.SHED TRW; TI... THEY 00 N:)T INDICATE: THE METHOD OF CONSTRUCTION. THE r CONTRACTOR. SHALL PROVIDE ALL MEASURES. NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRucT!ON SUCH MEASURES SHALL INCLUDE. BUT NOT BE LIMITED TO BRACING, SHORNG I OR LOADS DUE TO CONSTRuCTION EQUIPMENT, ETC: 08`...''.ERVAT:ON VV.31TS 'TO THE siTE 8Y THE STRUC ENGINEER SHALL t r INCLUDE ;NSPECTION OF THE. ABOVE ITEMS NOR WILL THE • STRUC:TURAL ENGINEER BE RESPONSIBLE FOP THE CONTRACTOR'S MEANS, METHODS TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE 'SAFETY 'PRECAUlIONS ANL? THE PROGRAMS. INC'IDE.NT THERETO. • OPTIONS ARE FOR CONTRACTORS CONVENIENCE. IF HE CHOOSES AN OPT.10N,. CONTRACTOR SHALL BE: RESPON.SIBLE FOR ALL NF.CESSARY CHANGES ND SHALL COORDINATE ALL DE TAIL.S. NOTES ANC DETAILS ON DRAWINGS SHALL. TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AN{' TYPICAL DETAI S WriERE NO DETAILS ARE SHOWN, CONS SHAL!. CONFORM rf.) SIMILAR WORK ON THE PROJECT • TYPICAL DETAILS MAY NOT NECESSARILY GE CUT ON PLANS, BUT APPLY UNLESS NOTED () TH Wi COVED FTUK\MI 3 1.19q2,' tovfee'KeR, S .31 8-25-92 ..t :2 I • cr, ujQ - Z tai Z 0 X IL/ o 4:X fa.. CD 40 fn 4 , .s•L , 0:0N0•46 • r 1 . ............. CARUSO TURLEY SCOTT IN C. cortsultins el:Kb:teen 2500 North 24th St lot Suite 300 Phoenix. iatttsno 35003 602-275-3999 • 602- 302-094404 . PROJECT NUMBER 92-508 . PROJECT MANAGER RDt • , PROJECT ENGINEER CA • C Atil PRI CT D i* BI- . TUBE STEEL SUPPORT AT TOP SECTION THRUSOFFIT 'PT EXISTING STEEL ROOF JOIST. 2. STEEL ANGLE 3" X 3" X 1/4" 'AROUND STEEL COLUMNS W/ 5/8" 0 DOLTS. 3. 4'. NOTE: MORE THAN ONE COLUMN MAY OCCUR BETWEEN JOIST. NO SCALE MU_ t T.S. • COLUMN SEE PLAN. 2, PLATE 4 1/2". X 4 1/2" X 3/8" W/ 2" 0 HOLE IN CENTER TO FIT OR BOLT. 3, PLATE 5" X 5" X 3/8" 1 - 5/8" to EXPANSION 801.T W/ 2 3/4" EMBEDMENT. 4. EXISTING CONCRETE. SLAB 5. TYPICAL EACH 9DE 6. 14 GAGE CONT. STEEL TRACK WITH 1 1/4. RAMSET 0 24" O.C. 7. SCREW CONNECTION PER G.S.N. NO SCALE KM& 1. EXISTING LANDLORD BULKHEAD 2. TUBE STEEL FRAME 3. STEEL STUDS. 4. FURR OUT. NOTE: FOR ADDITIONAL INFORMATION SEE DETAIL 4. 4 - C .2- DIAGONAL BRACE ....._ f DIACONAL BRACE 7 (3 ) SEC110N THRU S9FFIT 0 18 THS INCH 1 1. EXISTING STEEL JOIST. 2. ANGLE - 3" X 3" X 1/4" FROM. JOIST TO JOIST W/ 1/2" $ BOLT AT EACH END v1/ 2" X 2" X PLATE WASHER. 3. DIAGONAL BRACE ANGLE - 3" X 3" X1/4". 4. T.S. 3" X 3" X'1/4 5. 6" MAXIMUM. 6. CEILING LINE. 1. EXISTING STEEL JOIST AND FRAMING. 2. DIAGONAL BRACE ANGt.E 3" X 3" X 1/4". 3. T,S. 3" X 3" X 1/4, 4. 6" MAXIMUM. 5. CEILING LINE. NOTES: NO SCALE NO SCALE I, EXISTING LANDLORD BULKHEAD. 2, T.s. :it' X 3" X 1/4. .3. STEEL STUDS 3 5/8" X 20 GAGE 0 24" O.C. - TYPICAL. 4, CONT. STEEL TRACK - SEE G.S.N. .5. 2 -• C 3 5/8" X 14 GAGE STUDS - PROVIDE DOUBLE STUD BEARING AT ENDS. 6 FURR OUT AS REQUIRED PER ARCH SECTIONS, USE 6" X 20 GAGE STUDS AS OPTION. NOTE; SEE GS.N. FOR GYP. BD. AND STEEL STUD CONNECTIONS -- MIN, 2 SCREWS PER CONNCETION. al !LONG , X , DE: TUBE STEEL SUPPORT AS NOTED NO ?..)CALF 9.'8 EDITION Cc THE UNIFORM )DE TRUC TURA( cow FoRmEo STEEL FRAM; NI.3: • NQ)7 1 rs ,3" v 3" X 1,4" l'YP. D.1.4.QINAL.TUBE ( IA 3. COLUMN AT 1 , 4. OMIT ROOF BRACE AT .? 1.A ONLY . ALL C:OLD--FORMEE: STEI:t. FRAMIN SHA.LL. S EA BRIC 4 .7 . 1 AND ER'r2(:TEC.1 A:T:CO.F.T.Lek NCE WITH MANUFACTURER'S RI'. ()MIEN DA AND :N A NC.,..!RDAN W1 THE, If. ST 11... TV.3N 'SPECIFICATIONS FOR TNE.. DE OF F Of; MIL'. C SIE.E.!_ r...; NjR toE.mr.tr [3 y - 7,}N . IRON A fUTC ,r0IST STUDS, TRAN.:K, ETC. `::FIALI. HAVE IHE MMNM PROPER DES. C.4YPSUM BOARD: SH.OP DRAWN■2,c,:.: F ; AGE PAINTE,0 CI(SI VERIFY ALL DIMENSIONS WITH ARCHITEC.J. S xx ( 11 3) sTuOS •- ArN 0 -TRACKS .504 tlRIDC=ING - • -- 16 - PAIN E - 7:3 - - - - SCREWED COLO FOR M ED C OLD - F ORM D C;ON NE (. II ON 3 Sit A. LI_ DIAMETER INDENTED HE X WASHER Hr.:.AD AND NANI( LENCTN 3/4" SCREWED COLO -F ORMEU.' TO "(UP.I.F SECTION ALL f DONE WITH #14.) I IS' X HEX WASHER HEAD TEK GENERAL STRUCTURAL NOTES AU.. SMUG T L. A' IM ALL. '1,L 't. AR STEEL Sf-.• e.E. A o ( " 46 1:Ni ALI . L N NTI-IERW'..": . t_ LC S 'fft LI 'i()N PER I. A TIN;T AiSC. AL,. EXP t.NS ' r.is f3. R A TINC .F.' MATERIAL TALLA ON AcE. L 6N.N, AN Ur P 801.TS, ETC.. SINALL. BE N if Ai./. .•VELDING (*A-1AL,, 1 BY WELDERS HOLDING 'VALID . CER'Illif..A1E7.. AND ,"."IARENT IN THE IYf WELD SilOWN ('g THE. VRAVV:N(./::: N()TF17 A1%1 ACCEPTED TES MC, AGENC,:r. L FiY 'F. LOW Vt.)R0r.:4:hi 1..DIt`i Pi L A F E;*1 AMERICAt 7,0CIE A.. ON tar,;'.:. ARE . ..3HOWN :: WELC, MAY FILL `NEC c;ISCRCTiON1 STEEL. FOR 14 AND it; (.;A.JF-• STUDS AND „10i;:-..r.S. AND Z, 00.G0NAL TENSION STRAFIS ThAft HAVE A MINIMUM YIEI..D TRFN fl--■ '.7i0 KS: TEEL FOR ALL '18 AND .J.C: NAGE STUDS AND JO;STS, ',ANC FLNR GA '.: 1.1 TRACK A.C(7..ENSSORIEN ANC ERIDC;ING •:HALL HAVE. A MiNikrILIM YIELD STRENG7H OF 3.3 KSI BE JAL ','AN:ZI•71.) AT J.r WCATHEK AHD WHENEVER NOTLO ON THE DRAW1N;. ALL STUDS SI-1.'4j. 6E SECRELY SE A. TEL: VOR L., END BriARNG ON P. TOP AND BOTTOM RACK UNLFSS NO HE TED OTRWISE. EPOVI,/,E Al CORNEPS, TE TIONS, BEAM DEAR/NCS AND ARINC,S E-3FIN17N SI.1 INSTALLED PEP M ANOt AC TUREP•S RECOMMENDATION V../ TI-r THE: FOLL OW;NG !.0NIML.AA, Rt • FOR WALLS • WITH NO AXI/1 LOAD, PROV.:)E, 13RIDGill;.; A T -NEIGH . FOR WALL S THAN OR EQUAL. TO 10N- 0" AND 5 C' 0 MAXIMUM F OR WALLS GR.EATER THAN 1 PIGH FOR AXIAL LOAD BEARINr..-: WALL: 9NriVIL ET ekli,,v1;;N1C, L A'r MAXIMUM. IN AC:Di TiON, DRIDCONG F.14 ALL PRO V;DFCI AT R LINES AND E.I.C.W1-1E,P1:. AS NOTED ON THE DRAWN Ett. ()CKIN(..; BE INSTALLED IN !NEL. f)F BRIDGING WHERE NOTED ON THE DR A.W1N'.? SE DONE WI r A ATTACHMENT '..Vrt; STL,./C).1 ANr) DCNE kAoH A 5/1 Ft_ ARM HEAL: SCREW WITH A #6 SHANK AT 7" LENGTI-f SHOP DRAWINGS 'SHALL 6E SUBMITTED r OR STRuCTURAL. ITEMS IN ADDITION To ITEMS REQUIRED Fre ARCHITECTURAL PECIFLOAT!ONS. THE 'CONTRACTOR SHALL REVIEW AIL SHOP DRAWINGS PRIOR TO .SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DR AWING!.-; SHALL GE FL.At.:4ED UPC.1N REvWw ' .4 • . . . _ 17. , , .■ ,.....8 . ••••••■•••* .,•••••r ''..14 -11‘ 4,k•Ariif..i:• IrtobliehMi 3 5 • ---..1.611:154 . ozAtr, .'fr --'-.. q'414W01 ' • 'fl'i6' i4: . Ial t i .* ' " ' .."''''';'":" ''''§-.)''''' ''' ::- ' ' . " :"'.' : ' ::*- ' :''''' -. **•.ildi'Vivik ' '''''' ' ' - ' - ' '1'''''#°'' '''' ''''' 4ieit-X/4.4iiiWj''' - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 il 1 1 IiiiiiiiiiilimpiliiiiiiiiiiiviillptiliiiiiiilliipfliwitiftwilirriplitimitiiiIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiii 2 3 4 5 6 7 8 9 10 11 /4AD€ IN GERMANY 12 .__.. __. _.. ... NOTE: If the microfilmed docuident is less clear than this notice, it is due to the quality of the original docuaent. 0€ 6e se Le 9E G 4 7 , Z ce. Ze le o 6L et Li. 91 91 hi Cl Z1 11 01, 6 9 1 , 9 9 9 C 3 l PNI 0 111111111111111111 I 1111111111111111 h 1111111111111 1 11111111111111 h11111111i111.11111thIIIIIMIIIIIIII11hillh1111;111 1 11111111L1111111111111111111111111111111111111111111111611111111i1h1nlmildunlidimilmimilimhilihm1i1!!IH1!1►1! 111! 16111 hmlidmilm11 • SOFFIT FRAMING PLAN - - r r•Ivr3?,ON AN'y CHANCES, SUBSTITLITIGNS. OR DEVIATIONS FROM ORIGINAL CONTRACT DRAWiNG. SHALL 6E CLOUDED aY MANUFACTURER OR FABRICATOR ANY OF THE AFOREMENTIONED WHICH ARE NOT CI. ()VDU OR FLAGGED BY SUBMI TTING F=ARTIES, SHALL NOT BE CONSIDERED APPROVED AF TER EN6INEFR R DAM, UNI.U; NOTED ACCORDINGLY THE: ENCNL'EP. HAS THF.: RI'H r T() APPR■DVE. OR DISAPPROVE DR A JVINGS Ar ANYI'IME BEFORE OP AV TER SHOP DRAWING REVIEW_ RE VIF:WING /S '1\1 TENDED ONLY G AN AID TO THE CONTRACTOR IN OBTAINING CORRECT •SHO.P DRAWINGS. RESPONSIBILITY roR CORRECTNEc_s6 SFIALL. REST WITH HE CONTRACTOR. • CON:`7R;JC PON MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOA) SHALL NOT EXCEED THE DE:i10IN LIVE LOAD PER SQUARE FOOT. W1-tE REFERENCE IS MADE: TO vARKkIS `..; STANDARDS FOR MATERIALS, SUCH fHE LA TEST EDITION AND/OR ADDENDA lxx F.STABLISh AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL (in4) PLUMBING AND ELECTRICAL W121-i APPROPRIATE TRADES, DRAWINGS AND SUBC PRIOR TO CONSTRUCTTON. `1.-41/%•,,,,, STANDARDS WHERE DISCREPANCIES OCCUR B:'TINE" PLANS, DETAILS.' GENERAL STR%,JCTURAL. NOTES AND .• SF'ECIFK;A1ONS, THE GREATER RE.DUIRF.ME.NTS SH.ALL GOVERN. ANY ENGINEERING DESIGN, PROVIV_D BY 'OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OE AN E:NGINF_ER REGISTERED q■I "TFIE: :,'..-JATE OF WASHINGTON. „ 4 ; t • • ,e .' • ....IV • • ,1••••••• • II. -...••• 'Sy "KV. ANY CHANCES TO ORIGINAL THE SHOP DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN iN(.. ORREC TLY AND ARE NCI FLAGGED it; THE STRUCTURAL ENGINEER OR ARCHITECT ARE NO TO BE. CONSIDEREI) CHANGES TO ORIGINAL CONTRACT DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE SORE ITEMS ARE CONSTRUCTED TO 0RCNAL DRAWINGS THE. ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED GY THE OTHERS RESTS 'MTH YHE. DESIGNING OR SUBMITTING AUTHORITY. _, MECHANICAL, ONTRACTORS CON IRACTOR SHALL RE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRRJ TO STAR T OF CONSTRUCTION. RESOLVE . ANY DISCREPANCY WITH 11-IF ARCHITECT. i;ENERAL.• CON TRACT STRUCTURAL DRAWINGS 'ND SPECIFICATIONS REPRESENT THE: FINI.SHED TRW; TI... THEY 00 N:)T INDICATE: THE METHOD OF CONSTRUCTION. THE r CONTRACTOR. SHALL PROVIDE ALL MEASURES. NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRucT!ON SUCH MEASURES SHALL INCLUDE. BUT NOT BE LIMITED TO BRACING, SHORNG I OR LOADS DUE TO CONSTRuCTION EQUIPMENT, ETC: 08`...''.ERVAT:ON VV.31TS 'TO THE siTE 8Y THE STRUC ENGINEER SHALL t r INCLUDE ;NSPECTION OF THE. ABOVE ITEMS NOR WILL THE • STRUC:TURAL ENGINEER BE RESPONSIBLE FOP THE CONTRACTOR'S MEANS, METHODS TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE 'SAFETY 'PRECAUlIONS ANL? THE PROGRAMS. INC'IDE.NT THERETO. • OPTIONS ARE FOR CONTRACTORS CONVENIENCE. IF HE CHOOSES AN OPT.10N,. CONTRACTOR SHALL BE: RESPON.SIBLE FOR ALL NF.CESSARY CHANGES ND SHALL COORDINATE ALL DE TAIL.S. NOTES ANC DETAILS ON DRAWINGS SHALL. TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AN{' TYPICAL DETAI S WriERE NO DETAILS ARE SHOWN, CONS SHAL!. CONFORM rf.) SIMILAR WORK ON THE PROJECT • TYPICAL DETAILS MAY NOT NECESSARILY GE CUT ON PLANS, BUT APPLY UNLESS NOTED () TH Wi COVED FTUK\MI 3 1.19q2,' tovfee'KeR, S .31 8-25-92 ..t :2 I • cr, ujQ - Z tai Z 0 X IL/ o 4:X fa.. CD 40 fn 4 , .s•L , 0:0N0•46 • r VICINITY MAP [-- fl ■•• NORDSTROM KEY PLAN FREDERICK NELSON SOUTHCENTER MALL TUKWILA, WASHINGTON PROJECT LOCATION SOUTHCENTER MALL N STR.ANDER BLVD. SWEET FACTORY SPACE NO. C356 MERVYN'S Q 11 O 1111 R 111 T1 • SOUTHCENTER MALL 633 SOUTHCE DER P = RKWAY SPACE N0. C356 ii TUKWILA, WASHINGTON 0 18 7145 INCH 1 2 3 1. PROJECT NAME:. SWEET FACTORY 2. PROJECT DESCRIPTION:. . CANDY STORE (BULK CANDY SALES) 3. PROJECT LOCATION SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY SPACE NO. C356 TUKWILA, WASHINGTON 98188 -2888 4. TENANT:. . SWEET FACTORY 10343 ROSELLE STREET, SUITE A SAN DIEGO, CALIFORNIA 92121 (619) 558 -6771 CLINT KELLER 5. LANDLORD:. . JACOBS BROTHERS CO. 25425 CENTER RIDGE ROAD CLEVELAND, OHIO 44145-4122 (216) 871 -4800 CHRISTOPHER NOBLE 8. TENANT'S ARCHITECT: ASSOCIATES IN ARCHITECTURE & DESIGN, LTD. 15425 NORTH GREENWAY--- HAYDEN LOOP, SUITE #100 SCOTTSDALE, ARIZONA 85260 (602) 998 -4200 FAX: (602) 998 -7223 8. GROSS LEASED PREMISES: .875 SQ. FT. TOTAL - 480 SQ. FT. SALES /PUBLIC 215 SQ. FT. BACKROOM 9. CONSTRUCTION TYPE:. . TYPE II, FULLY SPRINKLERED 10. OCCUPANCY: . GROUP B, DIVISION 2 11. OCCUPANT LOAD: 12. EXIT REQUIREMENTS: ONE EXIT REQUIRED - ONE EXIT PROVIDED. 13. MUNICIPAL REVIEW: BUILDING: CITY OF TUKWILA BUILDING DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WASHINGTON 98138 (206) 431 -3670 PROJECT DATA . TOTAL NUMBER OF OCCUPANTS: 16 PERSONS (SALES 460 S.F. -:- 30 S.F. PER PERSON = 15) ( BACKROOM 215 S.F. 300 S.F. PER PERSON = 1) TOTAL NUMBER OF EMPLOYEES AT ONE TIME = 3. 7. GOVERNING CODES:. . ALL WORK SHALL CONFORM TO APPLICABLE FEDERAL, STATE & LOCAL CODES, INCLUDING BUT NOT LIMITED TO, THE LATEST EDITIONS OF THE FOLLOWING: BUILDING: 1991 U.B.0 FIRE: N.F.f -.A. MECHANICAL: 1988 U.M.C. HANDICAP: 1991 A.D.A. PLUMBING: 1988 U.P.C. HEALTH: SEATTLE -KING COUNTY ELECTRICAL: 1990 N.E.0 SEPARATE PERMIT AND APPROVAL HEALTH: SEATTLE - -KING COUNTY DEPT. OF PUBLIC HEALTH SMITH TOWER 506 2ND AVENUE, ROOM 201 SEATTLE, WASHINGTON 98104 (206) 296-4787 4 5 NOTE : If the nicrofil:aed docurent is less clear than this notice, it is due to the quality of the original document. 6 7 8 14. MISCELLANEOUS NOTES:. . TENANT'S GENERAL CONTRACTOR SHALL VISIT THE PREMISES AND VERIFY ALL EXIST- ING CONDITIONS PRIOR TO START OF CONSTRUCTION AND SHALL REPORT ALL DIS- CREPANCIES TO TENANT'S ARCHITECT. TENANT'S GENERAL CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS REGARD- ING CONSTRUCTION PROCEDURES, INSURANCE. ETC., AS SET FORTH BY THE LANDLORD. 15. FIRE SPRINKLER NOTE: AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXISTING WITHIN THIS SPACE. THE CONTRACTOR SHALL REWORK & MODIFY FOR NEW ROOM LAYOUT & CEILING HEIGHTS IN CONFORMANCE WITH N.F.P.A. 13 STANDARDS, LOCAL CODES Sc REGULATIONS. ALL WORK SHALL BE DONE BY A QUALIFIED SPRINKLER CONTRACTOR WHO SHALL DESIGN & PREPARE SHOP DRAWINGS & SUBMIT THEM ' THE LANDLORD & BLDG. DEPT. FOR APPROVAL PRIOR TO FABRICATION & INSTALLA1 1ON. SPRINKLER CONTRACTOR SHALL BE LANDLORD APPROVED. HEADS AT STOREFRONT & IN SALES AREA SHALL BE RECESSED TYPE W/ FLUSH CHROME COVERS. HEADS IN BACKROOM & IN TOILET SHALL BE SEMI -- RECESSED TYPE, (CENTER IN 'TILES).. 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Iil111111iilJ1llll�liil11111111111111111i 11111111111IIIII111111llll TITLE SHEET SPECIFICATIONS SPECIFICATIONS ' FINISHES REFLECTED CEILING PLAN STOREFRONT ELEVATIONS STOREFRONT SECTIONS INTERIOR ELEVATIONS SECTIONS & DETAILS SECTIONS & DETAILS El ELECTRICAL LIGHTING & POWER PLANS TTE a MALL ELECTRICAL TTM2 M2 MALL MECHANICAL TTM3 MALL MECHANICAL By cI (Y OF TL'•'><il/'J41_:A AP PROVED •ILE, CO 'Y • j ^c? �r.t:)(i(1 that the P :an Check aporc;vals, are I • il,i_?(t to errors and omissions and approval of ' dos.:5 not authoriza 1h violation of any �• _.;r,�, cooe or ordinance. R rreifat of contractor's rl.;y of approved plates ac;kr`,owkv.iged. Date Permit Na .. l ck �✓ �� j* • z-d‘YROVED SUBJECT TO ORDINANCE AUG :; 1992 EA17 E -KiNG CO. UBUC HEALTH . . INDEX OF DRAWINGS RESPONSIBILITY SCHEDULE & SOURCE LIST FLOOR PLAN & FIXTURE /FINISH PLAN MECHANICAL & PLUMBING PLANS, NOTES, SCHEMATICS & SPECS E2 ELECTRICAL DIAGRAMS, SCHEDULES & NOTES THE FOLLOWING SHEETS WERE PROVIDED BY THE LANDLORD AND ARE INCLUDED FOR INFORMATION PURPOSES ONLY. ELECTRICAL AND MECHANICAL DMA FORMS AND CALCS. WERE COMPLETED BY YASNAVANT KULKARNI P,E. R �� ECEI D CITY I / OF TUKWILA ILA AUG ; ;. cc u t� 6 z 1msw ti) O a CO CI