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HomeMy WebLinkAboutPermit D01-114 - SOUTHCENTER MALL - BUCKLE - IMPROVEMENTS001-114 BUCKLE 846 SOUTHCENTER MALL • Lu2 O 0 W Nu.. W ° LLj to �O W zO 859- o f WW z U u, O � City of Tukwila Parcel No: 262304 -9004 Address: 846 SOUTHCENTER MALL Suite No: Location: Category: ARET Type: DEVPERM Zoning: _____••••• Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukv.1la, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Const Type: Occupancy: STORE Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERS Setbacks: North: .0 South: .0 East: .0 West: .0 Water: N/A Sewer: N/A Wetlands: Slopes: N Streams: Contractor License No: RETAICS061M7 OCCUPANT THE BUCKLE Phone: 846 SOUTHCENTER MALL, TUKWILA WA 98188 OWNER SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD, CLEVELAND OH 44145 CONTACT REBECCA WHITAKER Phone: 819 -633 -4200 3100 E RANDON MILL RD, ARLINGTON TX 76011 CONTRACTOR RETAIL CONSTRUCTION SERVICES INC Phone: 612 - 738 -7947 11343 39 ST N, LAKE ELMO MN 55042 ****** k******************* k***** k** k*k**** k***** kkk kk *kkk****kk** **k** *&k * ** *k * *kkkk Permit Description: TENANT IMPROVEMENT - INTERIOR FINISH -OUT FOR RETAIL CLOTHING STORE. ************************ k******* k*k** kk***** k****k k** k* * ** * * * *k** **kk * * * * * *k * * * * * *kk Construction Valuation: $ 108,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Priv e: N Public: N ****************************** k*********k*****•***k** *kk*k *k * ** *kk * * * * *k * * *k** * ** *k* TOTAL DEVELOPMENT PERMIT FEES: $ 1,71 11 * * * * ** * **k ** * * * * * * * * ****k*** * *** * * * * * *k **** *' k*** k** * * ***k *k *Ak**k ** **k ** * ** *** Permit Center Authorized Signature. Signature: Print Name: �� �I L J (206) 431 -3670 Permit No: D01 -114 Status: ISSUED Issued: 05/14/2001 Expires: 11/10/2001 Date : I hereby certify that I have re •d -nd examined this permits and know the same to be true and correct. All pr visions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. 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. Address: i346 SOIJTHCENTEP MALI Suite: tt renant: Type: DEVPEPM Parcel # 26:2304-9004 Issue 4444444.44 444 444 4 444444,4 44444444 444 44 444 4 444-4 4 4444.*.4k*S 4 4 4 4 4 4 4 14 44 kk A k 44 41 4 PerMit COnditiOn2,. 1. No ohan.ges will t't' made to the ulehs urle:i En9ineer and tne Tuw l tildinq 2. Any new ceiTio9 Qrid and lioht reduired to meet laterel reopirer Zone 3. 3. Partition wailS attached to ..7eilino rAo:t Le late.,a;: braced if over ei teet in 4, All construction to be doi in ..onfor af..qed L) lans and roduirements of the Edition) as amended. Unifoi'm Nechanicl and Washin9ton State Eneyzy S. Plumbing permits shall be obtained thlohoh County Department %7!t H1 Inspected by that ageny. a:l 6. Validity of Perm0.7. The rs •.*.f SPecificatios. and compotatiois ihAil mot be cr- strued to be 6 permit for. 66 0.C of any of the provision: ot the ot other ordinance of the No 91 ve authority to violate or ,:art.:e! ,4 code shall be valid. Electrical permits shall be .1k ti ,ou9n ' ',43shin State Division of Labor and Sndhst an..1 al> e;ectrical work will he inspected bv ti a 8. All mechanical worl onoe the City of Tukwila, 9. All Permits, insbection records. and ao0co...ed :hal! he available at the J site 01 ior to the sta an%, struction. These do ace to L'(.' niirt. rd sihd able until final inspection appcoval is 9..1ot 10. 4 ''FIRE DEPARTMEUT CONDITIONSk 11. The attaohed set of plans been reviewed L Thtl Prevention Eiureau and :Ace a with the concerns: 12. The total •uoter c. t i='e evtinouishecs reciulced for ,o0. establishment 1: oalcu!ated ar one e..t:riQuil 3000 so ft. of area. rne IF•houTO Pt .2 th? "All Purpose ohemical tyPe_ 7*.:!ej distance to ,.:tnv fw.fst less. (NFPA 10. 3-1.1i 13. Portable fire e,..tin shall ioe ) the hahtler the bractet supt lied. olaced • or wall recesses. rhe 11,3thQer and proper ;v anchored to the ;trok.:11ttn with the manuiatore shall be installed $o that the too of th,2! not more than 5 feet .. the flobi and r!.1..? .. between the bottom of the etiniluisher and th0 , ha:l not be le.s.s than 4 inohes. 14. Extinguishers shall be located so be ih v7t (if at all bossible, or $f not in ['Hain be identified with a sigr statin. E with an arrow pointin.) to the unit NFF.1 16, ic.6.2, Standard 10-1) 15. Clear access to fire e is re‘AuireJ ar a:! times. They may nor be hidden or oPstruoted iNFPA 10. 1-6.5) 16. Fire extincluishers reduire wnthiN, and vearly They must have a ta.) label se'.*u:ely attahod that indicates the month and ytlii that tho wa: performed And :hall idehtily the comoanv pe performing the servi:e. r4FI'A 10, 43. 4-4 4-4 Every 0,.y chemical and in tvp ,i extinguishers shall be embtied and the applicable recnew.ae procedoce;:, INFPA 10. 4 1 fef the required month lk. and yearlv inspections of the re extinguishertsi are not aocomoli'i.hel the t.a9 1Z not complete, a reputable fire etinouisher company will be required to conduct the'le re.wireJ iNFPA 10, 4-3, 4-4) 17. Maintain fire extinguisher covera9e throwanout. 16. No point in an 0wzprini‘leced tti i J i ma mc(e roan feet from an exit. measured alon the path af traeo! 1004.2.5.2.1) 19. No point in a sprinklered bUildth9 W.y 'Aace thar feet from an measured along the oath of travt 1004 c ."; 20. Exit doors shall swino in the direction . es.it J.:hen servinc) any hazardous area oc when zerv:n...li an o,:' load of 50 or more. 0.16C 1003.3.1.5) •1. Exit doors .shal! be ooenapie from the ',Jithour roe use of a i:.ey or any special 1.nowledge or e doors 'Mai! that be loci.ed, , :haine,i. bolted, latched or otherwise rendered 0nu.sah!e. I shal be of an approved type_ itiFC 1 22. Dead bolts are not al on ati=.1iiary e)it the dead It automatfta1 1Ni the d.. handle is enaaged from inside the tenat 1207.3 23. When two or more e).its from e stor are .Fhall be in:talled at the reo;. otherwise neces.racy 21eary indicte r; !.. 1003 oRVAltigne J4 When two or more e from a st4: two or more e..:its..44,:om a room .2q an at at :equIsed signs shall be i l Ainated. !UPI: 25. Internally illuminated exit 'r,taw.F. .3.h have tp...th bult,z working at all times. tbiEd: 1003.2.e.4i Exits shall te illuminated an time the buildng is occupied with light hai.ing an inten of not le:7- th,is foilt candle at floor level. Fittsr ti illumination shall be supplied power for Group I. Division 1.1 And I.? occunancie; fo all other occupancies where the e.s.iting .7eret?: occupant load of 100 or 100; 27. The Power supply for ot normally be provided by the premises' electrial In the event of it's failure. illumination shall L)e automatiially provided from an emergencv system for 6iotio I. Divisions 1.1. and 1,2 occupancies and for all occupancies where the mean: of e .1,cstem .. occupant load of 100 or more. .7.uch emergency :hall be installed in accordance with the electrical code 1003.9.2) 28. All ev,it signs shall be iliuminated :t all time:. To ensure continued illumination for a durati: OT 00t le than 1 li2 hours in case of primary power the eyit signs shall also Pe connected ro an e'oter9enc system provided f srora9e batteries. unit equipment an on site 9enerator .z.et. and the system shall oe in accordance with the electrioal code. UE Maintian sprinkler coverage Lle..r Additionirelocation of walls. clos,ecs or t require relocating and•o1 adding soriie: need, 30. Sprinkler protection shall b,;.1 etend.-.0 a,iees v:he(e required. including all encl Pelow ol.astru and under overhangs .1reoti tc,3c feet wi kNFP4 All new sprinkler ' and all Alodifications co eHstinq sprinkler systems shall have fire depactme:it ceview approval of Orawinqs Prior to Installation cq New sprinkler systems and all modi7 to systems involvinQ more than 50 head shell iiave the wcitte:. approval of the W.S.P.lF. Faccor: n.:tual. Indust: iai insurers. v.emper o any „:,t)e- and:•r re9nized the M submittal to the 1- 14wila Fire Frevertion sorinkler wort sh, ...ommence witnout app! irw (City Ordinance #1901) 32. All sprinkler systeT plans. calcwlations :Ihd the contractor': Material:, and Test CeitHfi...ates si.101.i!:re6 tc the Ttawila Fice Pre Bureau most be . stard wt the aPpropr;ate leJel of :omretency sea. 33. Maintain automatic fire detector Addition/reiocaticn of walls. 06r tt*;, : . n3 require relocatin.3 and/or addin9 automato 34. Maintain square foot covera of manufacturer•s specification-, in all :ncludirq: closets. elevator shafts. too ot stairwel!..:. fl4FPL 72. 5-1.4.2) 35. All new fire alarm systems or modificatic.n systems shall have the written aoncoval of the Totwila Prevention Bureau No wort shall comPie!Ice until a department permit has been obtaiod. #1900) (UFC 1001.3! 36, All electrical work and eluipment shal1 the standards of Th National Eletrt 4iFP=: 7 0 , 37. An aisle to and wort inQ sha 1) for electrical panel. An aisle wi nt .1!ar 24 shall provide t ',ice panel and 3f: space shall be provided direrly In fror.t the pank.-1 (NEC 110-16(a). NEC 38. Each CfrcUit bre,AVklr shalt be le9(hkv purpose. iNEI: 39. Pequieed fire restive oonstrucrion. !nctudin separations. area .,.,epa;*ati walls. e. ',al:: due location on propect:. fire cesistive reuuira.l.ec:t.s type of construction. draft stop pach: dovering shall be maIntalned s '3.1)0C1f1E'd Code and Fire Code 300 shall be prope:v ced. or replaced when dama9ed. altered. bri, rttd removed c• improperly installed. ILIFC 1111.1' 40. The ma..jmum flame spread clas.:, of finish mate; used o.1 interior walls and ceilio shall 1 eceed fi.7 in Table No. 3-6 of the Unifrm •.:BC 41, Niour street address giust be conspi potel and fl 3! !. .;t1 •0.6 :e,.).1e 1. street, Numbers shal contra.zt u•itA their UFC 901.4,4 42. In order to pro s,ii ..ou with the fastest poi 1 protection under emer conditions. please L-2st you: suite. room or apartment number in a conz the main entry door. fliFC 43. Fire Penartment loc; bo..es 'shall be pro aces.': to al; fire alarm panels and sprinkler , The appropriate keys, for e. shall P in the lockboY.. Lockbo/ ordez forms must te obtained frm the Tukwila Fire Department. t Ordinance #19. 44. Contact the Tuwila Fire Prevention Bureau to w ali reoulred in and tests. (UPC 10.502, Ordinance #1900 and 41961) 45. This review limited soeculative tenant so.3ce w=i, - special fire pemits may be necessary depend in on detailed • descriotion of intended use. 46. Any overlooked hazardow,,, , :ondition ,And/oi the adopted F or euildinu C•AtIT. such conditi or violation. 47. The Plans were rev bv _o53 If ■iou Aft cuections, please call the Tukwila c=ire i'revention at (206)575-4407. I hereby certify that I have ead these with them as outlined, Al 1 orovi 1,401 _t lc this wor i will be comolied with, wht7,p ti ht n;lt. The qrantin9 of thiz permit does not pi violate or cancel the orovistons of any t WOr re9ulatin9 construction or the performa of wo)A.. 1 iAA • Project Name/Tenant: Existing use: rl_! Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ chool /College/University Value of Con s P Site Address (Intl de suite num er) i1t- r L r ?/ AZ, City State/Zip: Tax Parcel Number: AM"— GIs' Property Owner: ✓G ceeweifivrex. 4rv. Will there be rack storage? Ill yes ❑ no Pho 21 4'23 Street Address: '� `e t „ � Q•+f •• J Cit I� Fax It: Contractor: Phone: Street Address: City State/Zip: Fax #: Architect: Phone: Street Address: City State/Zip: Fax It: Engineer: Phone: Street Address: City State/Zip: Fax #: Contact Person: � !,d IA�IM�'a�ICP� Phone: U 1— V33- Street Address: i oa c, . , rta. 1� � ., c ( City State/Zip: >`u .0 ltro1 Fax #: Description of work to be done (please be specific): /N72544a1 flrAefff aetr tux- ,0267Aft. a 4 V6 sovac Existing use: rl_! Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ chool /College/University ❑ Multi - family ❑ Warehouse ❑ Hospital ❑ Motel /Hotel ❑ Office CI Other ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Motel /Hotel ❑ Office ❑ Other Proposed use: R etail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College/University Building Square Feet: existing No. of Stories: ! Area of construction (sq ft): 5 Will there be a change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? Ill yes ❑ no Existing fire protection features: sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) i Will there be storage of flammable/combustible hazardous material in the building? to n yes IKJ no Attach list of materials and storage location on separate 8 1/2 X I I paper indicating quantities S Material Safety Data Sheets 11/30/00 crperuur.doe CITY OF TUR "ILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Date application accepted: Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Number: Permit Number: APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews ma be determined b the Public Works De • artment) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ t.and Altering 0 cubic yds. t1 Fill cubic yds. ❑ lards,,; :c Irrigation ❑ Sanitary Side Sewer It: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter/Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Date application expires: in Flood Control Zone ❑ Hauling Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 1 he building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. A jJ rt Z ion taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM • BUILDING OVV ER OR AUT RIZED GENT: Signature: Date: t a s Print name: /140,er a�/Q66+ F Fax It :2(d Ales.- f577 Address BG�44 City /State /Zip APPLICATIONS MUST'BE SUBMITTED WITH THE FOLLOWING : ).•'' ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN S' BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N / SUBMITTED Jcsl Cl Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC I8.45.0 -I0), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use Z only) Z Z 11. Location and gross floor area of existing structure with dimensions and setback W CC 2 12. Lowest finished floor elevation (if in flood control zone) 6 D 13. See Public Works Checklist for detailed civil /site plan information required for Public NiVurks Review (Form 1 -1 -9). U O ❑ 110 Floor plan: show location of tenant space with proposed use of each room labeled w W = ❑ J . Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of ~ any hazardous materials; dimensions of proposed tenant space. w 0 ❑ 126 Vicinity Map showing location of site 5 a.Q ❑ 01 Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack to d layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of H w rack. Structural calculations are required for rack storage eight feet and over. z H CI a/ / ►1-.. O Indicate proposed construction of tenant space or addition and walls being demolished W w ❑ 0 2 Construction details U O N ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water O p t— supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed = U Lu sprinkler system design criteria as identified by the Fire Department. I In gJ F u Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. Ili Z ❑ ❑ UN SEPA Checklist • if intensification of use (check with Planning Department for thresholds). o ° 0 ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other Z �( land use or SEPA decisions. ,t3.J ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle WA or call (706) 2% - 1787. (term II 5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's license. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued O suTimit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 11/30/00 crpermitdoc ,1 *. 4 • • A at Account Codti 000/n2.100 000/306.' ." . , ..I.P.Z.r.21:tkIV4UV:gi.;0:4516111- 1 ° 44444144444 * 444 A** 44 4 4 N4 44 4144444411A4144441414114411Th1/441 441 1:11Y OF 1UVHILO. ‘41 11;4,t;r N . . % 4 ** 4 4 4 '1 Of 4 e \ 4 t k .1 44 .4 :4 k .4 1 A 1, 4 1 A A 4 4 A 1kAMS4111 hvmberr. E‘, FtCrit, ;.04:!,.5 Y. 14,01 Pavient Method.. OiliCK Nor _ • _ • - - • + - • _ • - - • _ _ _ • i N: I))1-tA 1 :ir.t)iiLt)POENt !)1:itoIr E, t,230 '7)004 : .;01)THCENri:1( ofl 1 ti J . . t, 1 o t AAAAA4 11 * # it it A 14. A A # 4 A- * .F A 1,0 A • A 4 # # * A * 4. II. * * 4 * 0' 4 . 4 A A # ,4q14 t3ORCHAR6F. 4."-JO Project: - } - � \ -e.....- ,e of Inspection: `..__ 0,c( Address: Date cal ed: Special instructions: ///,,, r wft. if e k '`r ; err, /1) Slr r . tC ts�. Date w ted: l -- Vi ti; /ti a.m. m Req� e r: t )c L �J Phone: �� _� G ( _ Lk,— (/,(. , INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA f1.8 X Approved per applicable codes. COMMENTS: n vN A , ���- of eel?) e d PERMIT NO. 06)431 -3670 ,,,•r' Corrections required prior to approval. InspectorTh- n ~M Date: - 16 0 $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , f 1 kAAA . Aii . A 4.. 8 . 8AW. i rrnkAkA..k.}kAktt.ift‘kNk . ATA T A.1,4,41 t i c kA‘ Ai,A%AmA%ikk ;C.11Y Of TUKOILfq. : k 4,41kh*NI A 4 N 4 AAAAAitt 4 t 4 A'r* 4 A't4 44k4A TkAW.IMI1 1;01o4fA t. o4 •0 P-ivrtr4ot Met0Qd: [NC Porlit 61 ri()1.-4.14 rAi.IPEIto 1.)E'ELO0i1E4f 1 L6n0.1-4004 te '300t14CI:ur::A 0OLL lot! -A***A-A A***At t ic*Ar k Aktiki. 4 : , ! .4 2*Oi* ,,, A.Mki.4:4-*#.41,±> , »il l k0,tr '; Ai CHECC Thib PitymEnt c ()it n 116. • ._____-"V' 7 -I - ThTA Project /? � - /- , Typep( lnspec'tioo f Address: � 3 A ����� Date callerd' ___e; Special instructions: / 7..._ Date wanted/ C7 Requester: Phone: 7/1 INSPECTION NO. INSPECTION RECORD Retain a ropy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. orrections required prior to approval. COMMENTS: 4,11 (" c/-rn i" Inspector; n $47 1 EINSPECTION at 6300 Southcenter BIv ; Jh, ,, Date: / (206)431 -3670 REQUIRED. Prior to inspection, fee must be paid Suite 100. Call to schedule reinspection. Receipt No: 4 Date: Pjoject: 1 ht: 1 »J Je- A. et 11 Type of Inspect' n: . `A) :4-`{'; fined ate ailed: ` ('�� 7 /r I c. 1 I►' Add s: 1L/ ��,., Special instructions: Date ant // (r s r' a.m. Requester: Phone: 7r;1r - t- 1 L I (r oi.i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 fJ Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -36 Corrections required prior to approval. jspec Date: n $47. . REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: ., ' k .. 7 1'1( />! -t � e. Type of Inspection: f r f 1.(1 k t (( I I t'"} :)rf Y Address: , . , / ( 3'-I(� _� C ,n1 ( Date led: Lf1/5 I n ( ,. ----_. Special instructions: Date yv nte4 / ( Requester: ?A,k . .L2 , '. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a ropy with permit PERMIT NO. (206)431 -367 COMMENTS: Inspector: Dater __ 1 (_ o Corrections required prior to approval. /' $47.1 R IIINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,Project: iil I&L'( lr ie pe of Inspecti r(& t `Z i 1( D ( a 7 ed l j Special i Date w nted: (r �-yr0) a.m. Requ stbr Phone: ., 2 L/ _ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ^ t 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Inspecto Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. I Date: / ' ' C"- �- ) -c- $47.00 REINSPECTION - E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: f IS �.z I / Type of Inspection: --i 4 r Addre . // Date call : Special instructions: Date want i„..1 3 :.m Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. Corrections required prior to approval. COMMENTS: p l f � c 4 e (206)431 -3670 Inspector: $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Date: 1 1 1Z )C- .–.) --- Type of Inspection: - 4 - )-1-. t Lk( I I ;ti r' r Addrass: (v(t i 1 Date c41Ied: (fli ) iti 1 atelanted: D a.m. Special rnstructions: R u ter: Jo O ) Phone: - 7;7- c — 3 1.-) k ---- LI I, b - "::''.;' 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-36 Inspector: Date:6 Ill $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: i pproved per applicable codes. Corrections required prior to approval. co ui u . —0 uj 3 g tu 2 D n 0 ul 0 Cu . z u) 0 F33cKle..._ Type.of Inspection: r Address: ( 1..-tj) 5C- . MOt Dote c#He: / t /01 Special instructions: Date nted , a.m. Cr cr /C 1 p.m: ReuiI ester: .._--- - Co ( Phone: () CIO ' 2 L ill — - 2O INSPECT, N NO. COMMENTS: INSPECTION RECORD Retain a copy with permit C e-zi ki_ 1 , 31 0.1 / 1 ( "S -- s 'I) PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431-367 I V I Approved per applicable codes. 0 Corrections required prior to approval. Date: $47.00 REINSPECT N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector Receipt No: Date: Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: t fi t ( 7 K 1 ,t Pre -Fire: Permits: Authorized Signature FINALAPP.FRM City of Tukwila Fire Department TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Approved with correction notice issued U Permit No. - U �'` r ( `t Project Name /SC , t Address t (e* < : p �' Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Are Chief Da e Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 3 5/8" 20 GA. MTL STUDS 16" O.C. 3 5/8" STIFFBACK STUD & TRACK SCREWED TO STUDS 1 3 5/8" 20 GA. TRACK Hat Soffit Details NTS 3 5/8' JOIST 19 WIRE WRAP 20 GA. 3 5/8' UTL STUD 18 WAFER HEAD. SELF DRILLING SCREWS 6. -0' BAR JOIST j9 WIRE WRAP 24" O.C. 3 5/8" STUD & TRACK SCREWED TO JOIST DEMISING WALL RECEIVED JUN I BUILDiNc; DEPARTMENT NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 120/- DENNIS MITCHELL CONSULTING ARCHITECT, ALA 1521 NORTH COOPER SUITE 600 ARLINGTON. TX 76011 (817) 265 -2415 DENNIS T. MITCHELL STATE OF WASHINGTON Southcenter Mall Store No. 296 Space No. E552 Tukwila, WA 06/08/01 3 5/8" 20 GA. MTL STUDS 16" O.C. 3 5/8" STIFFBACK STUD & TRACK SCREWED TO JOIST NTS 4 EXISTING STURCTURAL JOIST g9 WIRE WRAP 24" O.C. Hat Soffit Section Detail 3 5/8" MTL STUDS DEMISING WALL FURR -OUT RECEIVE JUN 1 BUILDIN DEPART C NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. DENNIS MITCHELL CONSULTING ARCHITECT, AlA 1521 NORTH COOPER SUITE 600 ARLINGTON, TX 76011 (817) 265 -2415 06/08/01 ARCHITECT • 2001 OENMS T. MITCHELL STATE OF WASHINGTON Loud& Southcenter Mall Store No. 296 Space No. E552 Tukwila, WA Project Info Project Address Illt 9U2(LE (STORE 4296, SPACE 4E552) Date 7/12/95 SCC;SCENTER t9.LL, 846 SOUTBCENTER BLVD For Building Department Use TUKWILA, WASHINGTON Applicant Name: TSE avc2a.E (STORE 4296) Applicant Address: Applicant Phone: Location Fixture Description Number of Fixtures ' Watts/ Fixture W_attsii CEtI Proposed Covered Parking RETAIL A 1.00 5044.0 5044.0 Open Parking G i 8 - SURFACE STRIP FLUORESCENT 20 58.0 1160.0 Outdoor Areas C 4 Cl - RECESSED 2x2 FLUOR. 7 58.0 406.0 Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and i nstalled lighting wattage is not bein9 Location (floor /room no.) I • Occupancy Description Allowed Watts per ft — Area in ft Allowed x Area Covered Parking RETAIL A 1.00 5044.0 5044.0 Open Parking G i 8 - SURFACE STRIP FLUORESCENT 20 58.0 1160.0 Outdoor Areas C 4 Cl - RECESSED 2x2 FLUOR. 7 58.0 406.0 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 5044.0 Location (floor/room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking A - RECESSED CM 33 94.0 3102.0 Open Parking G i 8 - SURFACE STRIP FLUORESCENT 20 58.0 1160.0 Outdoor Areas C 4 Cl - RECESSED 2x2 FLUOR. 7 58.0 406.0 Bldg. (by facade) F - SALES PENDANT 5 50.0 250.0 Bldg. (by perim) N- TOILET RM LIMITS Total Proposed Watts may not exceed Total Allowed Watts for Intenor 2 Total 60.0 Proposed Watts 120.0 5038.0 Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Location Description Allowed Watts per ft or per If Area in ft2 (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking 0.2 W /ft Open Parking 0.2 W /ft Outdoor Areas 0.2 W/ft Bldg. (by facade) 0.25 W /ft Bldg. (by perim) 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts ;: ` ` u'; 1994 VAssrtirgton State Nonresidential Energy Code Comooance Forms 1994 Washington tate Nonr idential Ener Code Com.liance Form Lighting Summary rik LTG -SUM Project Description es New Building ❑ Addition Alteration Compliance Option O Prescriptive Q Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Lighting Wattage (Interior) I FILE COP Provosed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Maximum Allowed Lighting Wattage (Exterior June. 1995 Proposed Lighting Wattage (Exterior') (May not exceed Total Allowed Watts for Exterior) Doi - 114 APR 1 6 2.001 E R Use' LPA' (W /ft Use' LPA t Lighting Fixtures: Painting, welding, carpentry. machine shoos 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel ban. uetkanfeencelextt bition hall' 4 2 Assembl spaces auditoriums. • nasia . theaters 1 Laboratories 2 Process plants r 1 Aircraft repair ham . ars 1.5 Restaurants/bars 3 1 Cafeterias, fast food establishments 1.5 Retail A ' 1 Factories, workshops, handing areas 1.5 Retail 8 ', Retail bariking 1.5 Gas stations, aub repair shops 1.5 Locker and /or shower facilities 0.8 Institutions 1.5 Warehouses . store. a areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursi • homes 1.5 Parking garages • faun " Wholesale stores (pallet rack shelving) 1.5 Map concourses 1.4 Plans Submitted for Common Areas Only' , Schools buildings, schod dassroc ns, day care centers 1.35 Common area. corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) 1.2 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers Q Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: • Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T - 5, T T - 8 or PL, and 3. Lamps are 5 Watts, and 4. Ballasts are electronic ballasts 1994 Washinaton State Nonr s'de ial Ene Code Corn •lianc Form Lighting Summary (• k) LTG -SUM Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 15 -1 1. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall to based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and common areas, use the Umt Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Albwance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free- standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illurninaries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts pa square foot. including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racy. Lighting Permit Plans ' ecklist • LTG -CHK 1994 Washington State Energy Code Commence Forms June, 1995 Project Address Tat svcu,E (STORE 4296, SPA= tE552) _ 'Date 7/12/95 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section . Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Y 1513.1 Local controuaccess Schedule with type, indicate locations 61 V 1513.2 Area controls Maximum limit per switch 1 1513.3 Daylight zone control Schedule with type and features, indicate locations _ vertical glazing .--- Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans 1513.4 Display /exhib /special Indicate separate controls 6 1 j4 , 'l 1513.5 Exterior shut -off Schedule with type and features, indicate location (a) timer w/backup Indicate location (b) photocell. Indicate location t/ 1513.6 Inter. auto shut -off Indicate location r , / 1513.6.1 (a) =up. sensors Schedule with type and locations ( &I 1513.6.2 (b) auto. switches Schedule with type and features (back-up, override capability); Indicate size of zone on plans I Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture e ! N 4- Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency If "no" is circled for any question, provide explanation: 4 Washington State Nonresidential Enerav Code Comnliance Farm ••4 L. 1 In•t - Let - •-s . Lighting Permit Plans ecklist 1994 Washington State Energy Code Compliance Forms LTG -CHK June, 1995 Lighting - General Requirements' 1513 Lighting Controls 1513.1 Local Control and Accessibility: Each space, enclosed bywais a ceiling - height partitions, shat be provided with lighting controls located within that space. The lighting cortrds, whether ore a more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the print of entry/edt, to personnel occupying or using the space. Exceptions: The fdbwing Ogtting cortrds maybe centralized in remote locations: 1. Lighting cantds for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requirirg trained operatas. 4. Controls for safety hazards and security. 15132 Area Controls: The maximum lighting paver that may be controlled from a single switch err automatic control shal net e:seed that which is prodded by a twenty anpere trait loaded b not more than eighty peroenL A master cortrd may be installed provided the individual swithes retain their capabifrty b furtction independently. Circuit breakers may not be used as the sde means of switching. Exceptions: 1. Industrial or manufacturing process areas, as may be required fa production. 2. Areas less than five percent d the bolding fodpmt for footprints over 100,000 ft 1513.3 Daylight Zone Control:All dayighted zones, as defned in Chapter 12. both under overhead glazing and adjacent to vertical glazing, shad be pro with individual contrds, a daylight- a occupant- sensing automatic contds, which cortrd the fights independent of general area fghing. 1513.4 Display, Exhibition, and Speciaty Ughting Controls: All display, ektibitan, or specialty lighting shall be caitroied independently of general area fighting. 1513.5 Automatic Shut -off Controls, Exterior, Exterior lightng not intended for 24 -hour continuos use shall be automaicaty switched by I ••- •u• - IC' •us timer, photocell, or a combination of timer and photocell. AutornaUc time switches shal also have program back -up capabiiities, which prevent the loss of program and time settings for at east 10 hours, if parer is inerrupted. 1513.6 Automatic Shut Off Controls, Interior: Office buildntgs greater than 25,000 ft and all school ciassroorrs shal be equpped with separate automatic controls to shut off he lighting during unoccupied hours. Automatic controls may be an occupancy sensor, time switch, or otter device capable of automatically shutting off lighting. Exceptions: 1. Areas that must be cantinuousty iitmnated, a illuminated in a manner requiring manual operation of the fghing. 2. Emergency lighting systems. 1 Switching for industnai a marufadunng process facilities as maybe required fa production. 1513.6.1 Occupancy Sensors: Occupancy sensors shal be capable of automatically turning ca at the lights in an area, no mere than 30 minutes after the area has been vacated. 1513.62 Automatic Time Swtches: Automatic time switches shall have a minimum 7 day dodo and be capable of bang set for 7 different day types per week and ncorpaate an automate hoiday "shut -off festtre, which turns off al loads fa at least 24 horns and that resumes normally scheduled operations. Automatic time switches shall also have program badaupcapabiilties, which prevent he loss of program aid time settings fa at least 10 hours, it paver is interrupted. Automatic lime switches shall incorporate an over-ode switching device which: a is readily accessible; b. is located so that a person using the device can see the lights a the areas cotttroled by the switch, a so that the area being illuminated is annutciated; c. is manually operated; d. allows the righting to remain on for no mere than two hours when an over -ride is initiated: and e. controls an area not exceeding 5,000 ft or 5 percent of foctpmt fcr footprints over 100,000 ft whichever is greater. Mechanical Per ..4 A- � - A.s - .-s a-p. ..- •u. -sr. .m Permit PI Checklist MECH -CHK 1994 Washington State Energy Code Compliance Forms Mechanical- General Requirements 1412 Controls 1412.1 Temperature Controls: Each system shat be provided with a least one temperature control device. Ewan zone shall be cattrcfled by indwdual thermostatic =trots responding to temperaure within the zone At a mnimum each Aar d a budding shat be considered as a separate zone. 1412.2 Deedband Controls: When used to control bath canton heatirg and coding zone thermostatic controls stall be capable d a deadband of at least 5 degrees F Whin which the soapy d heating and coding energy to the zone is shutoff or reduced to a minimum Exceptions: 1. Speaa ocwpatcy, special usage, or code requrements where descbar d contras are nct appropriate 2. Bi 4ldings oompying with Section 1141.4, if in the praoosed buildrtg energyanaysis, heating and mdirg thermostat setpoints a e set b the same temperature between 70 degrees F and 75 degrees F Inclusive, and assumed to be constant throughout the year. 3. Ttlermostas that regUre mama changeover between heetirg and cooing modes. 14123 Humidity Controls: If a system is equpped with a means fcr aiding moisture. a htrnidistat shah be provided. 1412.4 Setback and Shut•Oft HVAC systems shall be equipped with attomatic contrds capable of mcarplishing a redudbn of energy use through arttrd setback or equipment shutdown during periods d non -use or alternate use of the spaces served by the system. The artonatic contras shall have a minimum seven -day clock and be capable d being set fa seven different day types per tee Exceptions: 1. Systems serving areas which requre contnuws operation at the sane tenperature setpd rt 2. Equipment with full bad demands of 2 kW (6.825 Btu/h) a Is main bewnttolied by ready accessible manual df- hour controls. 1412.4.1 Dampers Outside air intakes, exhaust outlets and relief cutlets serving (=Whored spaces shad be equipped with dampers which dose aubmattcaly when the system is df a upon power failure. Star shaft aril ale eta shaft senate reief openings shall be eq.ipped with normally open dampers. The dampers shad remain closed in roan& operation until activated by the fee alam system a other approved smdke detection system Exceptions 1. Systems sentng as which require mrttnucus operatics. 2. Canbtsticn arintakes. 1412.5 Haat Pump Controls Unitary air meted heat pumps shall irlctude nnicroprocessorcontrds that mrimze suppementa heat usage dun rg startup. set -up, and deftestccnditians. These corrects shall anticipate nevi fa beet and use compression heating as the first stage of heat. Controls stall indicate when supplemental rneaing is being used through visual means (erg.. LED indcaors). 1412.6 Combustion Heating Equipment Controls Canbusticn heetirg equipment with a capacity aver 225,000 Btu/h stall have modulating cr staged combustion control. Exceptions: 1. Defiers. 2. Radant Heaters. 1412.7 Balancing: Each at supply cutlet cr ar a water termiral device shat I have a mears fa deleting, includng but not limited to, dampers, temperature aid pressure test mnnediors and batandrg eaves. 1413 Air Economizers 1413.1 Operation: Air eamanizers shad be of eutanaticaly mcdutatirg cutside anal return ar dampers to prance 100 percent d the design steady ar as outside air to reduce or eliminate the need fa mechanical mdirg. 1413.2 Control: Air ecalanizers shall be ccntroled by a coned system capable of determining if onside air can meet pat or al d the building's cndi rg'owls. Jute, 1995 1413.3 integrated Operation: Building Heating Energy: Air economizers shall be capable d provid ng patial cooling wen when addtiona mechanical cooling is required to meet the remand& of the cooling Iced. Ccntrd s shall nct preclude the econanizer operatic', when mechanical coding is required simultenecusly. Exception: Ecoromizers on indMdua, direct eipansion, coding system with capacities nct greaer than 75,000 Btulh may include cartes that limit simuttaieous operation of the eccncmizer and mechanics cooling fa the purpose of preverting ice formation on cooling cals. 1414 Ducting Systems 1414.1 Sealing: Dud work which is designed to operate at pressures move 1/2 inch water al arm stoic pressure shill to sealed in accordance with Standard RS-18. Extent d sealing required is as idioms: 1. Static pressure: 12 inch to 2 naves; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal al transtersejonts and tatgitudral seams. 3. Static pressure: above 3 inches; seal a l trdrsversejdnts, lcn ted'ner seems aid dud wad penetrations. 1414.2 Insulation: Duns and plenums that are constructed as pat of the budding envelope shad mere tits requirements of Chapter 13. Otter ducts and plenums shat be th&maly insulate! per Table 14-5. Exceptions: 1. Within the HVAC epUpmert. 2. Eihaust air ducts rot subject to condensation. 3. Exposed dudwak within a some the serves trot space any. 1415 Piping Systems 1415.1 Insulation: Piping shat be therthafy insulated in accordance with Table 14-6. Exception: Piping instated withn unita'y HVAC enqupmed. Water pipes cutside the card baled space shal be insuatel in aecadance with Washington State Plumbing Code (WAC 51 -26) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) 1421 System Type: To qualify as a simple system systems shad be one o the fdlo irg: a Air coded, constant volume packaged equpment, which provide heating, coding a both, and requre any external comedian to duct work and energy services. b. Air cooled, constant voume spit systems, which provide heating, cod irig or both, with cooling capacity d 54,000 Btuh a less. c. Fleeing only systems whist have a capacity d less han 5,000 dm awhidi have aminimum cutside ar suppyof less than 70 percent el the trial ar emulation. Al other systems shat mmpywith Sedans 1430 hrwgh 1438. 1422 Controls: In addition to the control requirements in Section 1412, wnere separate heating and coding equipment serve the same terperature zone, thermcstas shad be interlocked to prevent simultaneous hentrg am coding. 1423 Economizers Economizers meeting the requrements of Section 1413 shall be installed cn packaged rod top fan-coding units having a supply capacity of gaiter ban 1,900 dm a teal coding capedty grew& than 54.000 Btuhn. The teal capacity et all units witrout economizers snail not ecceej 240,000 Btu/h per buiidrtg. 1424 Separate Air Distribution Systems: Zones with special process temperature requirements and/or humidity requirements stall be served by sroaae air distribution systems from those saving zones requnng only canton cerditicns. Project Info ProjectAddresst TEE BUCItI.E (STORE #296, SPACE •E552) Dat 7/12/95 CFM SOUTBCENTER MALL 846 SOUTBC ENTER BLVD For Building Dept. Use Flow Control TUxWILA, WASHINGTON Applicant Name: TgE BUCKLE (STORE #296) Applicant Address: 6000 Applicant Phone: 3.00 Fan Equipment Schedule Equip, ID Brand Name' Model No. CFM SPA HP/BHP Flow Control Location of Service As7-1 TRAM TWE180 6000 0.7 ESP 3.00 ECONO ABV CEILING 22 ROOF Cooling Equipment Schedule Equip. ID Brand Name Model No. Capacity` Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV Location C17-1 TRANE TTA180 148600 6000 ECONO 9.3 EER 22 ROOF Heating Equipment Schedule w Equip. ID Brand Name' Model No. Capacity' Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency` TRAM 22.3 KW 6000 ECONO 22 22 1.000 Mechanical Summary MECH -SUM 1994 Washington State NorresidentiaiEnergy Code Compliance Fortes Project Description Briefly describe mechanical system type and features. Compliance Option Equipment Schedules 'If available. applicable. s 1 Washinntcsn Sta e Nonre idential Ener Code Com.IiancP_Form 15 TON SPLIT SYTEM WITH ELEC. HEAT Simple System 0 Complex System O Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 2 As tested according to Table 14-1, 14 -2 or 14 -3. 3 1f equired. ` COP, HSPF, Combustion Efficiency, or AFUE, as June, 1995 Mechanical Permit Pla ''Checklist MECH -CHK 1994 wesnm¢on State Energy Cade Compliance Forms June, 1 Project Address Date Date 7/12/95 . (STORE #296, SPA= 1E552) The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance 1411.4 Pkg. elec. htg.& dg. List heat pumps on schedule M5-1 Y 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M -( 1412 HVAC controls Y 1412.1 Temperature zones Indicate locations on plans MS , Y 1412.2 Deadband control Indicate 5 degree deadband minimum M5- ( Iv /A- 1412.3 Humidity control Indicate humidistat N/q Y 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types S 1 Y 1412.4.1 Dampers Indicate damper location and automatic controls V At5 V 1412.5 Heat pump control Indicate microprocessor on thermostat schedule l J i W / ' 1412.6 Combustion htg. Indicate modulating or staged control Y 1412.7 Balancing Indicate balancing features on plans l V 1422 Thermostat interlock Indicate thermostat interlock on plans MS Y 1423 Economizers Equipment schedule /14. ( 1413 Air economizers Y 1413.1 Operation Indicate 100% capability on schedule VS ` Y 1413.2 Control Indicate controls able to evaluate outside air 1413.3 Integrated operation Indicate capability for partial cooling 1414 Ducting systems 1414.1 Duct sealing Indicate sealing necessary M6( 1414.2 Duct insulation Indicate R -value of insulation on duct no I 1415.1 Piping insulation Indicate R -value of insulation on piping �� e/1G I l A /A— 1 1424 Separate air sys. Indicate separate systems on plans y Mech. Sum. Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economize I SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) /V't 1440 Service water htg. #/h- 1441 Elec. water heater Indicate R -10 insulation under tank A V * 1442 Shut -off controls Indicate automatic shut -off q 1450 Heated pools 11 /� 1452 Pool water heaters Indicate not electric resistance W A- 1453 Pool heater controls Indicate switch and 65 degree control p. / 1454 Pool covers Indicate vapor retardant cover P IA ' 1454 Pools 90+ degrees Indicate R -12 pool cover If "no" 1s circled any question. p rovide explanation: 1994 Washin(71 n State Nonresidential Enerav Code Comoliancp Form ir e 00 O 0 N LL W D u N W } Z . z � W D O 8 P- O I_- W W U. ll! Z 2 ACTIVITY NUMBER: D01 -114 PROJECT NAME: BUCKLE SITE ADDRESS: 846 SOUTHCENTER MALL XX Original Plan Submittal Response to Correction Letter DATE: 4 -16 -01 SUITE NO: Response to Incomplete Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Buil '' Division lic Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Approved 'rnROUrt.ixx Lori PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: CORRECTION DETERMINATION: Fire r re L m Prevention ICJ Structural Incomplete I I Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: Approved with Conditions Fl REVIEWER'S INITIALS: Planning Division • ,t f 1 "J Permit Coordinator DUE DATE: 4 -1 7-2001 Not Applicable E No further Review Required F5,0 n DATE: DUE DATE 5- 15-2001 Not Approved (attach comments) LI DATE: DUE DATE Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Works Complete *IMAM DOC Yr, PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -114 DATE: 4 -16 -01 PROJECT NAME: BUCKLE SITE ADDRESS: 846 SOUTHCENTER MALL SUITE NO: XX Original Plan Submittal Response to Correction Letter # C Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INI IALS: *tow APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved I I Approved with Conditions I I Response to Incomplete Letter # Revision # AFTER Permit Is Issued C DUE DATE: 4 -17 -2001 Not Applicable El No further Review ' equir DATE: Approved ri Approved with Conditions !, Not Approved (attac corn ents) REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator DUE DATE 5- 15-2001 C n DUE DATE_ Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ptn. •!HIP/ , trel: !!••! •1.. *NI1110 • .. 1. .. :u1. 11 Y1 . r ..7r •.:.11:1 ' PERMIT NO.: DDI 114 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre-construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 !'re -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation /Indoor AQC ❑ 00070 NLEA Inspection /Modular Struct ❑ 00071 Mobile I tome Tic Down Imp ❑ 00072 Marriage Lines ❑ 00090 Rested ❑ 00095 Footing Drains ❑ 00100 Foundation Footings 0 00200 Foundation Walls ❑ 00250 Foundation insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing [] 00450 Plywood Wall Sheathing ❑ 005011 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney 061(1 Chimney Installation /Alt Types 00700 Framing 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 0081)2 Exterior Roof Insulation 0803 Glazing Inspection 00815 Lighting and Controls 0090(1 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre-Move Inspection ❑ 01115 Motor Inspection (] 01120 Pre-Demo ❑ 01141) Pre- reruof se ad ❑ 01400 Final -Fite 17(10 Final - Building 01900 Final-Retool 0 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- Mom /Resist Conc Frame ❑ 04003 Special -Rcinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special -I ligh- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Rcinf Gypsum Concrete ❑ 04008 Special- Insulating Cone Fill ❑ 04009 Special -Spray Fireproofing 0 04010 Special- Piling, Piers, Caissons ❑ 040I Special- Shotcrete ❑ 04012 Special- Grading, Excav /Fill [] 04013 Special - Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME: CONDITIONS 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required. notify' Bldg Div ❑ 001 I Special inspector shall submit final signed report 0012 New ceiling grid & light fixture shall meet lateral , bracing 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation hacking material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire 1):1( retardant class of roof 0019 All construction to be done in conformance ‘v/approved plaits ❑___/// "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall he obtained through King Co 0020 Structural observation shall he provided For this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 AU spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ , 0026 All structural masonry shall he special inspected p027 Validity of Permit 1)028 Rack storage requires separate permit T0003 Electrical permits obtained through 1. & 1 / 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations. flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will he required for this permit p [ 0 •;] )039 Final approval for all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces 0 005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WAl30 certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co l lealth Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Rcroof' Plan Reviewer: Permit Tech: Acle 1 5. Date: Date: -1 -0 DEPARTMENTS: Building Division Public Works \MOVIE INK NM PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -114 PROJECT NAME: BUCKLE SITE ADDRESS: 846 SOUTHCENTER MALL SUITE NO: XX Original Plan Submittal Response to Correction Letter Complete Fl Incomplete n APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROUTING: Please Route LI Structural Review Required Approved ri Approved wi h Conditions r\1 \I REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions l l C LJ REVIEWER'S INITIALS: DATE: 4 -16 -01 Response to Incomplete Letter it Revision t AFTER Permit Is Issued Planning Division Permit Coordinator C n DUE DATE: 4 -17 -2001 Not Applicable l l Comments: No further Review Required REVIEWER'S INITIALS: DATE: 1•1111111111116, "111•1•11111111111111111111111illi DUE DATE 5 -15 -2001 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) U DATE: 0 z I re w O 0 . O cow co U- w 0 2 u. cog w • 0 O • N C]F- • w U IL. tll O ACTIVITY NUMBER: D01 -114 DATE: 4 -16 -01 PROJECT NAME: BUCKLE SITE ADDRESS: 846 SOUTHCENTER MALL SUITE NO: XX Original Plan Submittal Response to Incomplete Letter it Response to Correction Letter it Revision it AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: Please Route C C TUES {THURS ROUTING: REVIEWER'S INITIALS: CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP Fl Fire Prevention ri Planning Division Structural • Permit Coordinator El DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri Structural Review Required n DUE DATE: 4 -17 -2001 Not Applicable LI No further Review Required DATE: 1 -k— - c DUE DATE 5 -15 -2001 Approved ri Approved with Conditions Not Approved (attach comments) ri REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) DATE: DUE DATE Approved I I Approved with Conditions I I Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -114 DATE: 4 -16 -01 PROJECT NAME: BUCKLE SITE ADDRESS: 846 SOUTHCENTER MALL SUITE NO: XX Original Plan Submittal Response to Incomplete Letter # ^_ DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP Response to Correction Letter it _ 10 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [— Comments: Incomplete C TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: 0 '�.' fi• °I DUE DATE 5-15-2001 Approved ri Approved with Conditions n Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Fire Prevention n n Revision If_ AFTER Permit Is Issued .. Planning Division Permit Coordinator C Fl DUE DATE: 4-17 -2001 Not Applicable El u LICENSE DETAIL INFORM/ON Form Page 1 of 1 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504-4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License RETAICS061 M7 Name RETAIL CONSTRUCTION SRVCS INC Address 11343 39TH ST N Address City LAKE ELMO State MN Zip 55042 Phone Number 6127387974 Effective Date 7/27/94 Expiration Date 12/31/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 601099303 * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &1 Construction Compliance Home Page http: / /www.lni.wa.gov/ contractors /TF2Form.asp ?License = RETAIC S06 I M7 5/14/01 REVISIONS 1 A. wm ®® I T ■ SD T WASH6 E1 r ®• �- ®� Rrn nuAhcanileF Uukw: a, Hi+ REVISIONS NO CHANGES SHALL BE MNITIE TO T'c ET.CPE CF i< WITHOUT PO fl LA BUILDING DIVI'•' I understand that the Plan Check approvals are subject to errors and omissions and approval of Flans does not authorize the violation of any adopted code or ordinance. Receipt of con - tra ttor's copy of approved plans acknowledged. By Date Perml'. No SEPARATE PERMIT REQUIRED FOR NP.AECHANICAL ELECTRICAL PLUMBING ,,, l�f GAS PIPING CITY OF TUKWILA BUILDING DIVISION APR 1 6 2001 buck1e 296 Southcenter'', Mall Tukwila, WA AREA SUMMARY TOTAL AREA �4d__SO FT TOTAL AREA SQ FT _5949,9FL PER PLANS PER LEASE SALES AREA 3790.5 SQ FT CLG HGT 5' A.F.F. T -0" STOCKROOM 1075 SQ FT. GRILLE WIDTH 13' CLEAR WORK AREA :52.5 SQ FT. POP -OUT 24" OFFICE 60.8 SQ.FT. FIRE CORRIDOR .179.5 SQ FT. STOREFRONT WIDTH 36' -0 3/4 SENSORMATIC SECURITY SYSTEM SENSORM500 FLOORMAX III tgl MICROWAVE k MESH. ❑ GENERAL CONDITIONS 1. "THE GENERAL CONDIITONS OF THE CONTRACT FOR CONSTRUCTION," DOCUMENT A -201, ISSUED BY THE AMERICAN INSTITUTE OF ARCHITECTS, EDITION 1987, RELATES TO THE WORK OF THIS PROJECT AND IS HEREBY MADE A PART OF THESE DRAWINGS AS THOUGH FULLY CONTAINED IN THESE DRAWINGS. 2. THE TENANT'S GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY NUMBER OF COPIES OF DOCUMENT A -201 TO ACQUAINT HIMSELF WITH THE ARTICLES CONTAINED THEREIN AND TO NOTIFY AND APPRISE ALL SUBCONTRACTORS, SUPPLIERS AND ANY OTHER PARTIES TO E CONTRACT TO INDIVIDUALS OR AGENCIES ENGAGED IN THE WORK AS TO ITS CONTENTS. 3. NO CONTRACTUAL ADJUSTMENT SHALL EE DUE OR BECOME EXIGENT AS A RESULT OF FAILURE ON THE PART OF THE CONTRACTOR TO FULLY ACQUAINT HIMSELF AND ALL OTHER PARTIES TO THE CONTRACT WITH THE CONDITIONS OF DOCUMENT A -201. 4. APPUCABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF THE TENANT, SUBJECT TO THE RECEIPT OF AN AFFIDAVIT OR APPROVAL OF ANY ADDITIONAL COST TO BE INCURRED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: GOVERNING CODES: A. UNIFORM BUILDING CODE, 1997 EDITION W /STATE AMENDMENTS B. UNIFORM MECHANICAL CODE, 1997 EDITION C. UNIFORM PLUMBING CODE, 1997 EDITION D. NATIONAL ELECTRICAL CODE 1996 ed. E. N.F.P.A. #13 INSTALLATION OF SPRINKLER SYSTEMS F. N.F.P.A #101 LIFE SAFETY CODE G. UNIFORM FIRE CODE, 1927 EDITION H. APPLICABLE CITY/STATE /LOCAL CODES 5. GENERAL CONTRACT BIDDERS AND THEIR SUBCONTRACTORS SHALL REPORT ANY DISCREPANCIES IN TENANT'S WORKING DRAWINGS TO THE TENANT'S REPRESENTATIVE AND ARCHITECT. 6. THE TENANT'S GENERAL CONTRACTOR SHALL LAY OUT WORK IN CONFORMITY WITH REQUIREMENTS OF DRAWINGS AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING ANY WORK, TENANT'S GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT SITE. ANY DISCREPANCIES, ERRORS OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGi :T TO THE ATTENTION OF THE TENANT'S REPRESENTATIVE AND ARCHITECT BEFORE 'AROCEEDING WITH RELATED WORK; OTHERWISE, THE CORRECTIONS OF SUCH ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL USE DIMENSIONS ONLY, DO NOT USE SCALE PLANS. FIGURES TAKE PRECEDENCE OVER SCALE MEASURE- MENTS. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE IN REGARD TO DIMENSIONS WHEN IN CONFLICT WITH MECHANICAL, ELECTRICAL AND STRUCTURE) DRAWINGS EXCEPT FOR THE SIZE OF THE STRUCTURAL MEMBERS. MILL- WORK SHOP DRAWINGS AND LAYOUTS TAKE PRECEDENCE OVER ARCHITECT - TURAL DRAWINGS IN REGARDS TO MILLWORK. 7. THE TENANT'S REPRESENTATIVE FOR THIS PROJECT WILL BE THE CONSTRUCTION. PROJECT COORDINATOR AT: THE BUCKLE, INC. THE BUCKLE, INC. CORPORATE HEADQUARTERS STORE PLANNING 2407 WEST 24TH 12915 JONES MALTSBERGER, SUITE 304 KEAR- Y, NE 68845 SAN ANTONIO, TX 78247 ATTN: LORI KOEPPE ATTN: ALBERT GARCIA TELE: (308) 236 -8491 TELE: (210) 545 -1907 FAX: 308) 238 -2415 FAX: (210) 545 -9517 8. ALL INQUIRIES AND CONCERNS DURING BIDDING, CONSTRUCTION AND COMPLETION STAGES SHALL BE ADDRESSED TO THE TENANT REPRESENTA- TIVE OR TO THE BUCKLE CONSTRUCTION DEPARTMENT. ANY FURTHER INFORMATION OBTAINED FROM TENANT'S ARCHITECTS, LANDLORDS, OR PERSONNEL OUTSIDE THE CONSTRUCTION DEPARTMENT IS STRICTLY AN OPINION AND MAY BE REVERSED BY THE CONSTRUCTION DEPARTMENT. 9. ALL WORK IS TO BE ACCOMPLISHED IN COMPUANCE WITH THESE PLANS AND SPECIFICATIONS. ALL CHANGES MUST BE APPROVED IN WRITING BY PDMS. ALL COSTS INCURRED BY PDMS AS A RESULT OF UNAUTHORIZED CHANGES ARE THE RESPONSIBILITY OF THE INDIVIDUAL(S) MAKING THE CHANGE. 10. ITEMS PROVIDED BY TENANT: THE TENANT'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIPT AND SUBSEQUENT PROTECTION OF ALL ITEMS WHICH ARE TO BE FURNISHED BY TENANT AND ARE TO BE INSTALLED BY TENANT'S GENERAL CONTRACTOR. ITEMS PROVIDED BY TENANT WILL BE INDICATED ON THE RESPONSIBIUN SCHEDULE SHEET AND THE MECHANICAL AND ELECTRICAL SCHEDULE SHEET. ALL TENANT MATERIAL ARRIVING AT THE PROJECT SITE AT ANYTIME DURING THE SCHEDULED CONSTRUCTION PERIOD SHALL BE ACCEPTED BY THE TENANT'S GENERAL CONTRACTOR. FAILURE TO DO SO SHALL RESULT IN BACKCHARGE OF STORAGE AND ADDITIONAL DEUVERY COST TO THE TENANT'S GENERAL CONTRACTOR. IF THE TENANT'S GENERAL CONTRACTOR WISHES TO REVISE THE TENANT DELIVERY SCHEDULE, HE MAY DO SO AT THE TIME PROJECT IS AWARDED. 11. PROCEDURES FOR RECEIVING FREIGHT AND FILING FREIGHT CLAIMS. STEP 1 UPON DEUVERY OF FREIGHT, GENERAL CONTRACTOR SHALL PULL ALL PACKING SLIPS AND VERIFY THAT THE NUMBER OF CARTONS RECEIVED MATCHES THE NUMBER OF CARTONS SHIPPED, PER FREIGHT BILL. A. IF THE QUANTITIES MATCH, GENERAL CONTRACTOR SHALL NOTE ANY VISIBLE DAMAGE, OR SUSPECTED HIDDEN DAMAGE TO CARTONS OR PACKAGING BILL TRUCK DRIVER SHALL CO -SIGN NOTATIONS AND DESIGNATE LOCAL PHONE NUMBER FOR DEUVERING TERMINAL AND NAME OF CONTACT FOR FILING A FREIGHT CLAIM. B. IF THERE IS A SHORTACF ON THE DEUVERY, TRUCK DRIVER SHALL CO -SIGN NOTED SHORTAGES ON THE FREIGHT BILL AND DESIGNATE LOCAL PHONE NUMBER FOR THE DELIVERING TERMINAL AND NAME OF CONTACT AT TERMINAL. STEP 2 UPON DETERMINING MISSING OR DAMAGED ITEMS, CONTACT SOURCE AND RELAY THE FOLLOWING: FREIGHT BILL NUMBER, UST OF DAMAGED OR SHORTED ITEMS, FREIGHT LINE PHONE NUMBER AND CONTACT TO THE THE TEMPORARY WAREHOUSE AND THE TENANT'S PROJECT MANAGER. THE BUCKLE #296 LILE RELOCATION SERVICES 20427 87TH AVE. S KENT, WA 98031 PHONE: 800.283.5453 FAX: 253.872.8540 CONTACT: KIRK MANAHAN STEP 3 A. KEEP ALL DAMAGED ITEMS IN THEIR ORIGINAL PACKAGING. MOST FREIGHT LINES WILL EITHER REQUIRE INSPECTION OF DAMAGED ITEMS AND /OR WILL PICK UP DAMAGED ITEMS FOR SALVAGE. CONTRACTOR SHALL COORDINATE ALL SUCH INSPECTIONS AND /OR SALVAGE PICK -UP. B. RETURN NOTED FREIGHT BILLS TO APPROPRIATE SOURCE. THESE DOCUMENTS ARE ESSENTIAL TO THE CLAIMS PROCESS. MISCELLANEOUS NOTE: HIDDEN CA., GE IS DIFFICULT TO PROVE REGARDING FREIGHT CLAIMS. A. THEREFORE, IF A SHIPMENT IS DELIVERED INTACT AND WITH NO VISIBLE DAMAGE, CARTONS OR PACKAGING SHOULD BE OPENED (AT LEAST PARTIALLY) AND CONTENTS INSPECTED THOR000ILY. FAILURE TO INSPECT FREIGHT AT DELIVERY CONSTITUTES NEGUGENCE AND ASSUMPTION OF LIABILITY FOR DAMAGED FREIGHT BY CONTRACTOR. B. SHOULD CONTRACTOR OPT TO INSPECT FREIGHT AFTER DELIVERY AND HIDDEN DAMAGE IS DISCOVERED. CONTRACTOR SHALL CONTACT LOCAL FREIGHT TERMINAL AND REQUEST INSPECTION OF DAMAGED SHIPMENT. THIS REQUEST MUST BE MADE IN A TIMELY MANNER. FREIGHT LINES USUALLY HONOR A CLAIM OF THIS NATURE IF IT IS MADE WITHIN 10 TO 15 DAYS OF DELIVERY DATE. C. CONTRACTOR SHALL MAINTAIN (ON JOBSITE) A FREIGHT "LOGBOOK" FOR THE PURPOSE OF RECORDING DELIVERY AND RECEIPT OF ALL OWNER FURNISHED ITEMS; MOREOVER. CONTRACTOR SHALL KEEP ACCURATE AND COMPLETE RECORDS OF FREIGHT LOSS, DAMAGE AND /OR SHORTAGE. IF THESE AFOREMENTIONED PROCEDURES ARE NOT EFFECTED, THE BUCKLE SHALL BACKCHARGE CONTRACTOR FOR ITEMS THAT ARE REPLACED AND /OR RESHIPPED. 12. THE TENANT'S GENERAL CONTRACTOR SHALL MAINTAIN THE PREMISES IN A CLEAN AND ORDERLY FASHION DURING THE ENTIRE CONSTRUCTION PERIOD, REMOVING ALL TRASH AND RUBBISH FROM THE JOB SITE DAILY. ALL CONSTRUCTION DEBRIS SHALL BE CONTAINED WITHIN TENANT'S SPACE. THE TENANT'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DUMPSTER SERVICE OR REIMBURSING THE MALL FOR SAME. 13. TEMPORARY CONSTRUCTION THE CONTRACTOR SHALL PROVIDE THE FOLLOWING SPECIFIC ITEMS RELATIVE TO TEMPORARY CONSTRUCTION: A. REMODELING WORK SHALL BE SCHEDULED TO PERMIT OPERATION OF STORE DURING ENTIRE REMODEL B. FLOOR FINISHES AND CEILING WORK SHALL BE SCHEDULED AFTER STORE HOURS. THIS COST SHALL BE INCLUDED IN THE BASE BID. C. TEMPORARY BARRICADES: THE CONTRACTOR SHALL ERECT TEMPORARY ENCLOSURES OVER OPENINGS WHEN SUCH ACTION IS NECESSARY FOR PROPER PROTECTION OF STORE PERSONNEL DURING ANY PORTION OF THE WORK. COSTS FOR SUCH BARRICADES SHALL BE PAID FOR BY THE GENERAL CONTRACTOR. REGARDING REMODELS: THE TENANT'S GENERAL CONTRACTOR SHALL PROVIDE "DUST PROHIBITIVE ", OPAQUE PROTECTIVE BARRICADES BETWEEN CONSTRUCTION AREAS AND ALL STORE OPERATIONS. THIS BARRICADE SHALL BE DUST TIGHT AGAINST CEILING (OR STRUCTURAL DECK) AND FINISHED FLOOR. D. TEMPORARY TRASH STORAGE AND REMOVAL: THE CONTRACTOR SHALL MAKE PROVISIONS OR COORDINATE WITH TENANT'S LANDLORD TO PROVIDE FOR THE STORAGE AND REMOVAL OF CONSTRUCTION DEBRIS AND SHALL PAY ALL COSTS AS ARISE FOR SUCH. E. TEMPORARY FIRE PROTECTION: THE CONTRACTOR SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS AND OTHER EQUIPMENT AS NECESSARY FOR PROPER FIRE PROTECTION DURING CONSTRUCTION. F. PROTECTION OF WORK IN PLACE: WORK IN PLACE THAT POSES A HAZARD TO OPERATIONS PERSONNEL ADJACENT THERETO SHALL BE COVERED, BOARDED UP, OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION. ALL FORMS OF PROTECTION SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO INSURE FINAL DELIVERY TO OWNER, COMPLETE AND UNBLEMISHED. 14. MATERIAL SUBSTITUTIONS: MANUFACTURER'S NAMES ARE LISTED HEREIN TO ESTABLISH A STANDARD. THE PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE ONLY IF, IN THE OPINION OF TENANT'S REPRESENTATIVE, THE SUBSTITUTE MATERIAL IS OF A QUAUTY AS GOOD OR BETTER THAN THE MATERIAL SPECIFIED AND WILL SERVE WITH EQUAL EFFICIENCY AND DEPEND- ABILITY THE PURPOSE FOR WHICH THE ITEMS SPECIFIED WERE INTENDED. ANY MATERIAL INSTALLED AS SUBSTITUTE WITHOUT FIRST RECEIVING PRIOR WRITTEN APPROVAL FROM TENANT'S REPRESENTATIVE SHALL BE REMOVED AND REPLACED (AT GENERAL CONTRACTOR'S EXPENSE) IF DISAPPROVED BY TENANT'S REPRESENTATIVE. 15. IF, IN THE OPINION OF THE LANDLORD, THE TENANT WILL BE UNABLE TO COMPLETE CONSTRUCTION PRIOR TO THE GRAND OPENING OF THE SHOPPING CENTER, TENANT'S GENERAL CONTRACTOR SHALL ERECT AND IN RETURN DISASSEMBLE A FULL HEIGHT TEMPORARY BARRICADE AT THE STOREFRONT 3' -0 OUT FROM LEASE LINE (MAXIMUM). GENERAL CONTRACTOR SHALL COORDINATE WITH THE LANDLORD'S REPRESENTATIVE CONCERNING THE PROPER ASSEMBLY OF THE BARRICADE AND SHALL PAY ALL FEES ASSOCIATED WITH IT. 16. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURERS, AND UNLESS OTHERWISE SPECIFIED, SHALL BE NEW AND FREE FROM ANY DEFECTS. ALL MATERIALS USED SHALL BE OF THE SAME MANUFACTURE AND QUALIFY UNLESS OTHERWISE SPECIFIED. 17. STORAGE: TENANT SUPPLIED MATERIAL MAY BE AT TENANT SUPPLIED WAREHOUSE. CONTACT TENANT'S REPRESENTATIVE FOR LOCATION AND CONTACT. REF. ITEM 11, STEP 2 -A. 18. WORKMANSHIP: ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT WORKMEN SKILLED IN THE TRADE THEY ARE PERFORMING AND EXECUTED IN AN ORDERLY, NEAT AND WORKMANUKE MANNER. 19. GUARANTEE: ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF ACCEPTANCE. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY TENANT SHALL BE A CONDITION OF THIS CONTRACT. 20. SHOP DRAWINGS: SHOP DRAWINGS AND CATALOG DATA ON ALL MAJOR ITEMS OF EQUIPMENT, SYSTEMS, AND OTHER SUCH ILLUSTRATIVE MATERIAL AS MAY BE CONSIDERED NECESSARY BY THE TENANT WILL BE SUBMITTED BY THE CONTRACTOR IN ADEQUATE TIME TO PREVENT DELAY AND CHANGES DURING CONSTRUCTION. 21. ALL WOOD FRAMING, BLOCKING, DECKING, ETC., SHALL BE FIRE RETARDANT. NO WOOD OR COMBUSTIBLE MATERIALS OF ANY KIND SHALL BE USED ABOVE THE CEILING. 22. UPON COMPLETION OF THE WORK, TENANT'S GENERAL CONTRACTOR IS TO OBTAIN A CERTIFICATE OF COMPLETION AND ALL NECESSARY APPROVALS FROM LOCAL BUILDING DEPARTMENTS, OR OTHER AUTHORITIES HAVING JURISDICTION, AND SUBMIT SAME TO TENANTS REPRESENTATIVE AND LANDLORD. DEMOLITION 1. TENANT'S GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DEMO- LITION REQUIRED TO ACCOMMODATE TENANT'S DESIGN. A DEMOLITION PLAN MAY OR MAY NOT BE INCLUDED IN THE CONSTRUCTION DOCUMENTS. TENANT'S GENERAL CONTRACTOR OR HIS DEMOLITION SUBCONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOUTON PRIOR TO FORMULATING BASE BID. 2. DEMOLITION TO INCLUDE: REMOVAL OF ENTIRE EXISTING STOREFRONT (WITHIN LEASE UNE, TO STRUCTURE ABOVE); EXISTING MALL FLOORING (STORESIDE), ALL EXISTING SALES AREA CEIUNGS, PARTITIONS, CURTAIN WALLS, LIGHTING, FLOORING AND FIXTURES, ALL EXISTING STOCKROOM CEILINGS, PARTITIONS, AND SHELVING. REFER TO PLANS FOR SHELVING AND DETAILS REGARDING ITEMS TO BE SAVED IN PLACE OR REUSED. 3. IF THE EXISTING ELECTRIC DISTRIBUTION SYSTEM IS TO REMAIN AND TO BE REUSED (INCLUDING BUT NOT LIMITED TO: TRANSFORMER, DISTRIBUTION PANEL BOARD(S), AND DISCONNECT SWITCH). SEE ELECTRICAL DRAWINGS FOR DETAILS. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING AT POWER SOURCE, ALL UGHTING RECEPTACLES, AND EQUIPMENT TO BE REMOVED PRIOR TO DEMOUTION 4. IF THE EXISTING HVAC UNIT IS TO BE REMOVED. HVAC CONTRACTOR SHALL BE RESPONSIBLE TO DETACH AND DISABLE ALL SHEET METAL PLENUMS, FROM LINES, GAS SERVICE, CONDENSATE LINES, ETC... 5. IF THE EXISTING SPRINKLER SYSTEM IS TO REMAIN AND BE REUSED, GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE AS SPRINKLER SYSTEM SHUT DOWN WITH THE LANDLORD'S REPRESENTATIVE PRIOR TO DEMOLITION AND PAY FOR ALL COSTS ASSOCIATED WITH THE SHUT DOWN. CONCRETE TENANT'S GENERAL CONTRACTOR IS RESPONSIBLE TO FLASH PATCH, SCRAPE, OR GRIND THE NEW CONCRETE SLAB (PROVIDED BY LANDLORD) AND TO PROVIDE A SMOOTH SURFACE, FREE FROM HOLES, BUMPS, OR CRACKS PRIOR TO THE APPLICATION OF ANY FINISH FLOORING. CONTRACTORS REQUIRED TO TRENCH OR CHIP CONCRETE FLOOR SLABS FOR THEIR PORTION OF THE WORK SHALL BE RESPONSIBLE TO BACKFILL AND PATCH AS REQUIRED TO RETURN THE SLAB TO ITS ORIGINAL CONDITION. METALS 1. ALL STOREFRONTS SHALL BE ASSUMED TO BE SELF SUPPORTING AND ERECTED IN THIS MANNER UNLESS SPECIFICALLY APPROVED BY LANDLORD. 2. STRUCTURAL METALS: THE DESIGN, FABRICATION, AND INSTALLATION OF ALL MISCELLANEOUS METAL UNTELS, SUPPORTS, AND FRAMING REQUIRED FOR ALL STOREFRONT WORK SHALL BE THE SOLE RESPONSIBIUTY OF THE TENANT'S GENERAL CONTRACTOR. SHOP DRAWINGS OF SUCH MISCELLANE- OUS METAL WORK SHALL BE SUPPUED TO THE LANDLORD FOR APPROVAL. 3. METAL STUD SYSTEM: ALL INTERIOR PARTITIONS SHALL BE CONSTRUCTED AS FOLLOWS: FOR PARTR)ONS UP. TO AND INCLUDING 12' -0' IN HEIGHT, USE 3 5/8" 25 GA. STUDS AT 16' O.C.; FOR PARTMONS ABOVE 16' -0" IN HEIGHT, USE 5 1/2' -18 GA. STUDS AT 16' O.C. ALL PARTITIONS TO. HAVE 5/8' FIRE CODED GYPSUM BOARD. FRAMING ON ALL PARTITIONS DESIGNATED ON PLANS AS "PARTRTON TO DECK ABOVE" SHALL EXTEND TO THE BOTTOM OF THE DECK ABOVE AND SHALL BE SEALED AIR TIGHT. WITH NON - COMBUSTIBLE MATERIALS. STOREFRONT SHALL BE 20 GA METAL STUDS AT 16' O.C. REFERENCE DRAWINGS FOR EXACT CONFIGURATION. 4. ALL WELDING TO THE LANDLORD'S STRUCTURE MUST BE APPROVED IN WRITING BY THE LANDLORD'S REPRESENTATIVE. MILLWORK AND FIXTURE SYSTEM GENERAL IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO RECEIVE, UNLOAD, STORE AND ERECT THE DESIGNATED MILLWORK AND /OR MILLWORK FIXTURES AS DELINEATED WITHIN THESE CONSTRUCTOR DOCUMENTS OF WHICH THE DESIGNATED MILLWORK FABRICATOR'S SHOP DRAWINGS ARE PART. A. CORRELATION /COORDINATION: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DATA (DETAILS, NOTES, SPECIFICATIONS, SHOP DRAWINGS, ETC...) AS BEING CONSISTENT, COMPATIBLE, AND ERROR FREE. SHOULD THE CONTRACTOR DISCOVER ANY ERRORS, OMISSIONS, OR INCONSISTENCIES, IT IS THE CONTRACTOR'S RESPONSI- BILITY TO CONTACT THE BUCKLE PROJECT MANAGER BEFORE HE PROCEEDS WITH ANY WORK THAT IS IN QUESTION. FURTHERMORE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PHYSICALLY VERIFY RECEIPT OF ALL MILLWORK SYSTEM COMPONENTS. ANY DAMAGED OR MISSING COMPONENTS SHALL BE NOTED ON THE FABRICATOR'S SHIPPING UST AND SIGNED OFF BY DELIVERY AGENT. IN ADDITION, CONTRACTOR SHALL NOTIFY THE BUCKLE PROJECT MANAGER FABRICATOR WITHIN 36 HOURS CONCERNING ANY DAMAGED, MISSING, OR INCORRECT COMPONENTS. 8. INSTALLATION STANDARDS: ALL COMPONENTS (WALL PANEL SYSTEM, ETC...) AND THEIR ACCESSORIES AS WELL AS THE SURFACES SAID COMPONENTS ARE ATTACHED TO (FURR DOWNS, PARTITIONS, ETC....) SHALL BE LEVEL, SQUARE, AND PLUMB TO WITHIN 1/8" IN 10 LF. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE PROPER INSTALLATION OF ALL FASTENERS, EXTRUSIONS, TRIM, ETC.. NOT SPECIFICALLY CALLED OUT ON FABRICATOR'S SHOP DRAWINGS. DAMAGE TO MILLWORK DUE TO CONTRACTOR NEGUGENCE WILL BE CHARGED BACK AGAINST CONTRACTOR BY DEBIT CHANGE ORDER. CHIPS, DINGS, SCRATCHES, ETC.. ASSOCIATED WITH AND INCIDENTAL TO NORMAL CONSTRUCTION PROCESSES WILL BE REWORKED OR TOUCHED UP TO THE BUCKLE'S SATISFACTION. ADDITIONALLY, ALL MILLWORK SYSTEM SURFACES SHALL BE THOROUGHLY CLEANED BEFORE TURN OVER OF STORE. C. LAYOUT: CONTRACTOR SHALL VERIFY ACTUAL LEASE DIMENSIONS AGAINST ARCHITECTURAL AND SHOP DRAWINGS, AND NOTIFY THE BUCKLE PROJECT MANAGER OF ANY DISCREPANCIES. ONCE THE ACTUAL LENGTH OF THE LEASE SPACE HAS BEEN DETERMINED, CONTRACTOR SHALL COMPUTE EACH RUN (TOTAL LENGTH) OF RESPEC- TIVE DEMISING PARTITIONS, ETC.. SCHEDULED TO RECEIVE WALL PANELS INCLUDING ALL FIXTURE COMPONENTS (CASH WRAP, METAL BULLNOSE, . ETC...) AND VERIFY AGAINST PLAN DRAWINGS. DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO, AND RESOLVED WITH, THE BUCKLE PROJECT MANAGER. GLASS AND GLAZING 1. STOREFRONT AND /OR SHOW WINDOW GLAZING SHALL BE TEMPERED AND CONFORM TO ANSI Z97.1 -1975 AS WELL AS FEDERAL STANDARD 16 CFR 1201, CATEGORIES I & II. 2. WARPAGE VERTICAL BOW OR WARP OF GLASS PANELS SHALL NOT EXCEED 1/4" IN 120 AS MEASURED FROM GLAZING HEAD TO SILL WITH STRAIGHT EDGE PARALLEL TO GLASS. 3. EDGEWORK AND EDGE QUAUTY THE FOLLOWING TOLERANCES ARE USED TO ASSURE HIGH QUALITY SURFACE APPEARANCES AND CONSISTENCY IN EDGEWORK. 4. SEAMED EDGES THE MINIMUM EDGEWORK FOR TEMPERED GLASS IS THE REMOVAL OF THE SHARPNESS OF A CLEAN CUT EDGE BY APPROXIMATELY 1/32' (G.RAM) TO 1/16" (1.6MM) BY SEAMING THE EDGE. CHIPS ARE NOT PERMISSIBLE ON SEAMED EDGES. 5. FLAT GROUND EDGE GRINDING THE EDGE PRODUCES A DULL MATTE FINISH. THE GLASS EDGE IS CAREFULLY MACHINED FLAT WITH A GROUND FINISH, THEN A GROUND SEAMED EDGE IS APPLIED TO THE GLASS TO COMPLETE THE PROCESS. A FLAT GROUND EDGE IS AVAILABLE FOR ALL GLASS THICKNESS 1/4" (6MM) AND GREATER. 6. POLISHED EDGE A POUSHED EDGE, ALSO REFERRED TO AS A "GROUND AND POLISHED EDGE," IS AVAILABLE FOR ALL THICKNESS 1/4" (6MM) AND GREATER. THE EDGES ARE FLAT GROUND. SEAMED, THEN POLISHED TO PRODUCE A GLASS SURFACE CONDITION SIMILAR TO THE SURFACE OF THE GLASS. THE HIGH QUALITY APPEARANCE OF THE POLISHED EDGE IS CAREFULLY INSPECTED. POUSHED EDGES ARE COMMONLY FOUND ON GLASS FURNI- TURE TOPS, DOORS, OP FREE - STANDING PARTITIONS WHERE QUALITY EDGEWORK OR EXPOSED SURFACES IS DESIRED. 7. INSTALLATION ALL INSTALLATIONS SHALL BE FIRST- CLASS, PLUMB, LEVEL AND SQUARE TO OPENING. ALL OPEN AIR JOINTS SHALL BE AS SPECIFIED ON ARCHI- TECTURAL DRAWINGS AND DETAILS. ALL GLASS PANELS SHALL BE "MATCHED" (PRIOR TO INSTALLATION) AND INSTALLED ADJACENT TO PANELS WITH SIMILAR (ACCEPTABLE) BOW; Le... A CONVEXLY BOWED PANEL SHALL NOT BE PLACED ADJACENT TO A PANEL WITH A CONCAVE BOW NEITHER IN HORIZONTAL RUN OR AT ANY MITER OR CORNER. 8. CAULKING NO GLASS PANELS SHALL BE GROUTED IN PLACE. ALL GLASS PANELS SHALL BE CAULKED IN PLACE. CAULK SHALL BE MATCHED TO RESPEC- SVE HEAD, SILL, OR JAMB CONDITION. ALL CAULK SHALL BE SIUCONE AND SHALL BE INSTALLED IN STRAIGHT AND SMOOTH LINES IN A 1/2" FLAT BEAD. 9. SCRATCHES SCRATCHES ARE NOT ALLOWED. IF SCRATCHES ARE EVIDENT, A REPLACEMENT PANEL WILL BE INSTALLED INCLUDING LABOR AND ALL ASSOCIATED EXPENSES AT SOLE COST TO GLASS INSTALLER. WOOD AND PLASTIC LAMINATE 1. PLYWOOD IN THE STOCKROOM (TO SUPPORT WALL STANDARDS) SHALL BE A -C GRADE. PLYWOOD ON THE EXTERIOR OF THE STORE, EXPOSED TO THE ELEMENTS, SHALL BE EXTERIOR GRADE A -D OR C -D DEPENDING ON VENEER APPLICATION. ALL EXPOSED EDGES SHALL HAVE 1/4° THICK HARDWOOD EDGEBAND. PLYWOOD SHALL BE FIRE RETARDANT AS REQUIRED BY CODE. 2. MEDIUM DENSITY FIBERBOARD: ALL MDF BOARD SHALL BE MEDIUM DENSITY INDUSTRIAL GRADE. ALL EXPOSED EDGES IN CABINETRY SHALL HAVE A 1/4" THICK HARDWOOD EDGEBAND. 3. PLASTIC LAMINATE: ALL PLASTIC LAMINATE SHALL BE 1/16' THICK, HIGH PRESSURE LAMINATE. REFER TO MATERIAL SCHEDULE. 4. TOILET(S), OFFICE, ALTERATIONS OFFICE AND /OR FIRE CORRIDOR CEILINGS SHALL RECEIVE JW 6 x 18 GA. METAL JOISTS AT 12" O.C. COVERED WITH 3/4" PLYWOOD AND 5/8 FIRE CODE GYPSUM BOARD. PLYWOOD SHALL BE FRE RETARDANT. 5. WOOD BLOCKING AND WOOD STUDS TO BE MILL STAMPED FIRE RETARDANT DOORS 1. SOLJO CORE WOOD DOORS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST NATIONAL MANUFACTURER'S ASSOCIATION INDUSTRY STANDARDS. WOOD DOORS SHALL BE PAINT GRADE BIRCH UNLESS NOTED OTHERWISE ON DOOR SCHEDULE. 2. HOLLOW METAL DOORS SHALL CONSIST OF TWO (2) FLUSH FACES OF 16 GA, LEVEL, ONE PIECE, QUALITY ROLLED SHEET STEEL WITH ONE PIECE - SOUND INSULATED CORE BONDED TO BOTH FACES, TOP AND BOTTOM CHANNELS 16 GA. STEEL, AND INTEGRAL STOPS WITH MITERED, WELDED, AND GROUND CORNER JOINTS. PROVIDE THREE WALL ANCHORS PER JAMB AND ADJUSTABLE FLOOR CLIP ANCHORS. ALL EXTERIOR DOORS SHALL BE 3. OVERHEAD GRILLE: THE ROLL UP OVERHEAD ENTRY GRILLE WILL BE FURNISHED AND INSTALLED BY THE TENANT AND SHALL BE AS MANU- FACTURED BY METRO,:DYNAFLAIR, OR CORNELL COLOR SHALL BE ANODIZED . BLACK RAIL BOTTOM AND DOOR GUIDES WITH MILL FINISH CURTAIN. GRILLE SHALL BE SUPPORTED INDEPENDENTLY FROM LAND- LORD'S STRUCTURE EXCEPT LATERAL BRACING. REFER TO ELECTRICAL PLANS FOR SWITCH LOCATION ON MOTORIZED DOORS. TENANT'S GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION. ALL SWITCH LOCATIONS SHALL BE NO ,.HIGHER THAN 12" A.F.F. 4. ALL EXTERIOR DOOR HINGES WHETHER NEW OR EXISTING SHALL BE PROVIDED WITH NON-REMOVABLE -HINGE PINS. THIS SPECIFICATION SUPERSEDES. ALL OTHER HINGE SPECIFICATIONS AND SCHEDULES. 5. HARDWARE FINISH SHALL BE BRUSHED ALUMINUM OR CHROME. HARDWARE SUPPLIERS SHALL BE CORBIN, YALE, SCHLAGE, O? EQUAL FINISHES 1. GYPSUM WALLBOARD: ALL GYPSUM BOARD SHALL BE 5/8" THICK TYPE X FRE CODE. ALL GYPSUM BOARD AT OUTSIDE CORNERS SHALL RECEIVE 'USG" DURA -BEAD #101. USE 'USG" pooe METAL TRIM WHERE ENDS ARE EXPOSED. ALL JOINTS SHALL HAVE USG" PERFA -TAPE WITH DURABOND JOINT COMPOUND. GYPSUM BOARD SHALL EXTEND TO THE UNDERSIDE OF THE DECK AND WILL BE AIR TIGHT TO THE DECK UNLESS SPECIFIED OTHERWISE. 2. SUSPENDED ACOUSTICAL TILE CEILING GRID SHALL BE "ARMSTRONG' SUPRAFINE 15/16" SUSPENSION GRID. FRAMING SHALL COMPLY WITH ASTM C 635 -87 WITH A DEFLECTION OF 1/360'. EXPOSED SURFACES SHALL BE HIGH -BAKED ENAMEL TO MATCH CEILING TILE. FRAMING TO BE USED IN FIRE RESISTIVE ASSEMBUES TO CONFORM TO U.L REQUIREMENTS. SIZE PER REFLECTED CEILING PLAN. 3. ACOUSTICAL CEIUNGS ARE AS SPECIFIED ON DRAWINGS. USE RATED CEIUNGS IF REQUIRED BY LOCAL AUTHORITIES. ALL ACOUSTICAL CEILINGS SHALL BE ARMSTRONG. 4, SUSPENDED GYPSUM BOARD CEILING SHALL BE U.S.G. OR EQUAL PRODUCTS AND MATERIALS. USE 8" GA. HANGER WIRES AT 48' O.C. ALONG CARRYING CHANNELS AND WITHIN 6" OF ENDS OF CARRYING CHANNELS AT 48' O.C. PROVIDE 1 CLEARANCE BETWEEN RUNNERS WHICH ABUT WALLS AND PARTITIONS. ERECT METAL FURRING CHANNELS AT RIGHT ANGLES TO CARRYING CHANNELS. SPACE FURRING AT 24" O.C. 5. RESIDENT TILE FLOORING: VINYL TILE FLOORING SHALL BE 1/8" X 12" X 12 ". ALL EXPOSED EDGES SHALL HAVE SURFACE APPLIED VINYL PLASTIC EDGE STRIPS WHERE NO OTHER EDGE CONSTRUCTION IS INDICATED ON DRAWINGS. INSTALL GRAY VINYL TRANSITION STRIP BETWEEN VET AND CARPET OF SALES AREA (UNDER STOCKROOM DOOR). STRIP TO BE ROPPE', "FLEXCO ", OR EQUAL 3/8" HIGH WITH 1/4" BUTTING GAUGE, UNDERCUT, LONG FLANGE, SMOOTH TAPES, DARK GRAY. 6. CARPETING: CARPET PROVIDED BY TENANT SHALL BE GLUED. DIRECTLY TO CONCRETE FLOOR. ALL SEAMS BONDED WITH SEAM SEALER. ALL CARPET SHALL BE RUN WIDTH WISE. CARPET TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 7. TERRAZZO STRIP: TO BE MANHATTAN AMERICAN THIN SET ZINC ANGLE STRIPS WITH 3/8" HEAVY TOP TO BE FURNISHED BY TENANT. 8. PAINTED GYPSUM BOARD SHALL HAVE A MEDIUM ORANGE PEEL TEXTURE. FINISH APPLIED WITH 3/8 NAP ROLLER AND SHALL RECEIVE TWO (2) COATS OF MATTE FINISH, LATEX ENAMEL PAINT UNLESS OTHERWISE NOTED ON DRAWINGS. 9. VINYL WALLCOVERING: PRIME AND SEAL ALL SURFACES. APPLY PANELS IN EXACT ORDER AS CUT FROM ROLL, USING ROLLS IN CONSECUTIVE ORDER. USE STIFF BRISTLE BRUSH OR FLEXIBLE BROAD KNIFE TO ELIMINATE AIR POCKETS. WRAP COVERING 6 IN. BEYOND OUTSIDE CORNERS AND 3 IN. AT INSIDE CORNERS. 10. MILLWORK PACKAGE IS SUPPUED BY TENANT AND INSTALLED BY TENANT'S GENERAL CONTRACTOR. SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, DRAWINGS, AND DETAILS. ENTIRE SYSTEM IS A CLASS 1 FINISH. REFER TO MILLWORK SECTION. 11. SANDSTONE TILE: A. SANDSTONE TILE TO BE SUPPUED BY TENANT. B. LAYOUT OF SANDSTONE TILE SHALL PROVIDE THAT PERPENDICULAR INTERSECTIONS IN THE SALES AREA YIELD AN UNINTERRUPTED GRID PATTERN. C. GROUT: NO GROUT IS REQUIRED. D. TILE SHALL NOT BE SECTIONED TO LESS THAT 50% OF ITS ORIGINAL LENGTH OR SIZE. TWO INCH (2") PIECES OF TILE ARE NOT ACCEPTABLE. E. SEALER: SEAL ALL SURFACES WITH THE SEALER PROVIDED. 12. EXPOSED CONCRETE: ALL AREAS OF EXPOSED CONCRETE SHALL RECEIVE TWO (2) COATS OF HUNTINGTON CONCRETE SEAL (HUNTINGTON LABORATO- RIES, INC.) OR EQUAL. APPLY PER MANUFACTURER'S RECOMMENDATIONS. SPECIALTIES 1. TOILET ACCESSORIES: THE GENERAL'S PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL THE FOLLOWING TOILET ACCESSORIES: ACCESSORIES SHALL BE ONE (1) EACH PER TOILET ROOM AS MANUFACTURED BY THE FOLLOWING (OR APPROVED EQUAL): BOBRICK B -685 SURFACE MOUNTED CHROME TOILET PAPER HOLDER BOBRICK B -972 SURFACE MOUNTED CHROME SOAP DISH CONTRACTOR CHOICE SURFACE MOUNTED CHROME PAPER TOWEL HOLDER MIRROR 2' -0 X 3' -0" HIGH WITH CHROME "J" MOLDING ON ALL EDGES - MOUNT ABOVE SINK 2. HANDICAP TOILET ROOM ACCESSORIES: THE TENANT'S GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE FOLLOWING TOILET ACCESSORIES WHEN A TOILET ROOM IS TO BE HANDICAP ACCESSIBLE. PROVIDE ACCESSORIES LISTED ABOVE FOR STANDARD TOILET ROOM AND ADD THE FOLLOWING (OR APPROVED EQUAL): BOBRICK B -490 X 36 CHROME GRAB BAR BOBRICK B -490 X 48' CHROME GRAB BAR 3. METAL ACCESS DOORS SHALL BE MILCGR OR EQUAL. ACCESS DOOR FOR DRYWALL PARTITIONS AND CEILINGS SHALL BE 22" X 22' 18 GA. STEEL DOOR PANEL WITH 16 GA. STEEL FRAME. HINGE TO BE CONTINUOUS TYPE - STEEL WITH STAINLESS STEEL PIN. PAINT PANEL TO MATCH SURROUNDING MATERIALS OR FINISHES. 4. FIRE -RATED ACCESS DOOR FOR WALLS AND CEILING SHALL BE 1 1/2 HOUR RATED "8" LABEL 24" X 24 ", 20 GA. DOOR PANELS WITH 16 GA. STEEL FRAME. HINGE TO BE CONTINUOUS TYPE -STEEL WITH STAINLESS STEEL PIN. PAINT PANEL TO MATCH SURROUNDING MATERIALS OR FINISHES. SOUTHCENIER MALL STORE NO. 298 SPACE N0. E552 SINGLE LEVEL (COORDINATE WITH TENANTS. REPRESENTATIVE) Glean • NATIONAL ACCOUNT THRU NEVAMAR 1 -B00 -638 -4380 MISSY EVANS VTENANT NO RESPONSIBILITIES 'Teo-Town GBrEFOL-CONTRACTOR GSO ERALS SUBCONIRAC.TOR GYP. BD. (REPLACE OR REPAIR) AND /OR LUAUS -REF. TO PLANS) STOCKROOM SHELVES (IB" X 48 FlRERATED PARTICLE BOARD SHELVES WITH ROUNDED EDGES) DOORS, ACCESSORIES, AND SIGNS TGC CSC GSC TGC TGC TGC 100. TGC T TH APR S 6 2001 INDEX OF DRAWINGS NO. A -i. A -2 ARCNRECPURAL 9PECIFlC511BNS & FLOOR'. $: SCHEDLiLES A-3 A-4 -b MISCELLANEOUS seams ANDS. mats PAYCOUNIER AND MISCELLANEOUS DETAILS D TViaN- ' . A -5 A -8 D -1 MS -1 M -1 DESCRIPTION STOREFRONT AND INTERIOR ELEVATIONS OIVW P,OVEO. STOREFROMT. k SECTIONS MISCELLANEOUS SECTIONS AND DETAILS MFV °92 DEMOLITION PLAN AND NOTES MECHANICAL SPECIFICATIONS MECHMIICAL,PLAN. ES - DECTRICBL SPECIFlOM1TONS Bu 6, OY 29 846 South*** SpAc. No.p Tukwlkt, WA, 981 H: @oLAb� IT.YALW4 ;:I LANDLORD SHEETS INDEX 71G-01 TYPICAL TENANT. GUIDELINES' TIM -, MECHANICAL cams AND SPECIFICATIONS MA -2 MECHNIICAL DETAILS AND SPECIFICATIONS 7T1A-3 MECHANICAL DETNLS AND SPECIFICATIONS T1M -4 MECHANICAL DETAILS AND SPECIFICATIONS. 171.1-5 :MECHANICAL DETAILS AND SPECIFICATIONS TTM -8 : MECHANICAL. DETAILS AND SPECIFICATIONS'. GENERAL CONDITIONS 1. "THE GENERAL CONDIITONS OF THE CONTRACT FOR CONSTRUCTION," DOCUMENT A -201, ISSUED BY THE AMERICAN INSTITUTE OF ARCHITECTS, EDITION 1987, RELATES TO THE WORK OF THIS PROJECT AND IS HEREBY MADE A PART OF THESE DRAWINGS AS THOUGH FULLY CONTAINED IN THESE DRAWINGS. 2. THE TENANT'S GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY NUMBER OF COPIES OF DOCUMENT A -201 TO ACQUAINT HIMSELF WITH THE ARTICLES CONTAINED THEREIN AND TO NOTIFY AND APPRISE ALL SUBCONTRACTORS, SUPPLIERS AND ANY OTHER PARTIES TO E CONTRACT TO INDIVIDUALS OR AGENCIES ENGAGED IN THE WORK AS TO ITS CONTENTS. 3. NO CONTRACTUAL ADJUSTMENT SHALL EE DUE OR BECOME EXIGENT AS A RESULT OF FAILURE ON THE PART OF THE CONTRACTOR TO FULLY ACQUAINT HIMSELF AND ALL OTHER PARTIES TO THE CONTRACT WITH THE CONDITIONS OF DOCUMENT A -201. 4. APPUCABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF THE TENANT, SUBJECT TO THE RECEIPT OF AN AFFIDAVIT OR APPROVAL OF ANY ADDITIONAL COST TO BE INCURRED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: GOVERNING CODES: A. UNIFORM BUILDING CODE, 1997 EDITION W /STATE AMENDMENTS B. UNIFORM MECHANICAL CODE, 1997 EDITION C. UNIFORM PLUMBING CODE, 1997 EDITION D. NATIONAL ELECTRICAL CODE 1996 ed. E. N.F.P.A. #13 INSTALLATION OF SPRINKLER SYSTEMS F. N.F.P.A #101 LIFE SAFETY CODE G. UNIFORM FIRE CODE, 1927 EDITION H. APPLICABLE CITY/STATE /LOCAL CODES 5. GENERAL CONTRACT BIDDERS AND THEIR SUBCONTRACTORS SHALL REPORT ANY DISCREPANCIES IN TENANT'S WORKING DRAWINGS TO THE TENANT'S REPRESENTATIVE AND ARCHITECT. 6. THE TENANT'S GENERAL CONTRACTOR SHALL LAY OUT WORK IN CONFORMITY WITH REQUIREMENTS OF DRAWINGS AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING ANY WORK, TENANT'S GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT SITE. ANY DISCREPANCIES, ERRORS OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGi :T TO THE ATTENTION OF THE TENANT'S REPRESENTATIVE AND ARCHITECT BEFORE 'AROCEEDING WITH RELATED WORK; OTHERWISE, THE CORRECTIONS OF SUCH ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL USE DIMENSIONS ONLY, DO NOT USE SCALE PLANS. FIGURES TAKE PRECEDENCE OVER SCALE MEASURE- MENTS. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE IN REGARD TO DIMENSIONS WHEN IN CONFLICT WITH MECHANICAL, ELECTRICAL AND STRUCTURE) DRAWINGS EXCEPT FOR THE SIZE OF THE STRUCTURAL MEMBERS. MILL- WORK SHOP DRAWINGS AND LAYOUTS TAKE PRECEDENCE OVER ARCHITECT - TURAL DRAWINGS IN REGARDS TO MILLWORK. 7. THE TENANT'S REPRESENTATIVE FOR THIS PROJECT WILL BE THE CONSTRUCTION. PROJECT COORDINATOR AT: THE BUCKLE, INC. THE BUCKLE, INC. CORPORATE HEADQUARTERS STORE PLANNING 2407 WEST 24TH 12915 JONES MALTSBERGER, SUITE 304 KEAR- Y, NE 68845 SAN ANTONIO, TX 78247 ATTN: LORI KOEPPE ATTN: ALBERT GARCIA TELE: (308) 236 -8491 TELE: (210) 545 -1907 FAX: 308) 238 -2415 FAX: (210) 545 -9517 8. ALL INQUIRIES AND CONCERNS DURING BIDDING, CONSTRUCTION AND COMPLETION STAGES SHALL BE ADDRESSED TO THE TENANT REPRESENTA- TIVE OR TO THE BUCKLE CONSTRUCTION DEPARTMENT. ANY FURTHER INFORMATION OBTAINED FROM TENANT'S ARCHITECTS, LANDLORDS, OR PERSONNEL OUTSIDE THE CONSTRUCTION DEPARTMENT IS STRICTLY AN OPINION AND MAY BE REVERSED BY THE CONSTRUCTION DEPARTMENT. 9. ALL WORK IS TO BE ACCOMPLISHED IN COMPUANCE WITH THESE PLANS AND SPECIFICATIONS. ALL CHANGES MUST BE APPROVED IN WRITING BY PDMS. ALL COSTS INCURRED BY PDMS AS A RESULT OF UNAUTHORIZED CHANGES ARE THE RESPONSIBILITY OF THE INDIVIDUAL(S) MAKING THE CHANGE. 10. ITEMS PROVIDED BY TENANT: THE TENANT'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIPT AND SUBSEQUENT PROTECTION OF ALL ITEMS WHICH ARE TO BE FURNISHED BY TENANT AND ARE TO BE INSTALLED BY TENANT'S GENERAL CONTRACTOR. ITEMS PROVIDED BY TENANT WILL BE INDICATED ON THE RESPONSIBIUN SCHEDULE SHEET AND THE MECHANICAL AND ELECTRICAL SCHEDULE SHEET. ALL TENANT MATERIAL ARRIVING AT THE PROJECT SITE AT ANYTIME DURING THE SCHEDULED CONSTRUCTION PERIOD SHALL BE ACCEPTED BY THE TENANT'S GENERAL CONTRACTOR. FAILURE TO DO SO SHALL RESULT IN BACKCHARGE OF STORAGE AND ADDITIONAL DEUVERY COST TO THE TENANT'S GENERAL CONTRACTOR. IF THE TENANT'S GENERAL CONTRACTOR WISHES TO REVISE THE TENANT DELIVERY SCHEDULE, HE MAY DO SO AT THE TIME PROJECT IS AWARDED. 11. PROCEDURES FOR RECEIVING FREIGHT AND FILING FREIGHT CLAIMS. STEP 1 UPON DEUVERY OF FREIGHT, GENERAL CONTRACTOR SHALL PULL ALL PACKING SLIPS AND VERIFY THAT THE NUMBER OF CARTONS RECEIVED MATCHES THE NUMBER OF CARTONS SHIPPED, PER FREIGHT BILL. A. IF THE QUANTITIES MATCH, GENERAL CONTRACTOR SHALL NOTE ANY VISIBLE DAMAGE, OR SUSPECTED HIDDEN DAMAGE TO CARTONS OR PACKAGING BILL TRUCK DRIVER SHALL CO -SIGN NOTATIONS AND DESIGNATE LOCAL PHONE NUMBER FOR DEUVERING TERMINAL AND NAME OF CONTACT FOR FILING A FREIGHT CLAIM. B. IF THERE IS A SHORTACF ON THE DEUVERY, TRUCK DRIVER SHALL CO -SIGN NOTED SHORTAGES ON THE FREIGHT BILL AND DESIGNATE LOCAL PHONE NUMBER FOR THE DELIVERING TERMINAL AND NAME OF CONTACT AT TERMINAL. STEP 2 UPON DETERMINING MISSING OR DAMAGED ITEMS, CONTACT SOURCE AND RELAY THE FOLLOWING: FREIGHT BILL NUMBER, UST OF DAMAGED OR SHORTED ITEMS, FREIGHT LINE PHONE NUMBER AND CONTACT TO THE THE TEMPORARY WAREHOUSE AND THE TENANT'S PROJECT MANAGER. THE BUCKLE #296 LILE RELOCATION SERVICES 20427 87TH AVE. S KENT, WA 98031 PHONE: 800.283.5453 FAX: 253.872.8540 CONTACT: KIRK MANAHAN STEP 3 A. KEEP ALL DAMAGED ITEMS IN THEIR ORIGINAL PACKAGING. MOST FREIGHT LINES WILL EITHER REQUIRE INSPECTION OF DAMAGED ITEMS AND /OR WILL PICK UP DAMAGED ITEMS FOR SALVAGE. CONTRACTOR SHALL COORDINATE ALL SUCH INSPECTIONS AND /OR SALVAGE PICK -UP. B. RETURN NOTED FREIGHT BILLS TO APPROPRIATE SOURCE. THESE DOCUMENTS ARE ESSENTIAL TO THE CLAIMS PROCESS. MISCELLANEOUS NOTE: HIDDEN CA., GE IS DIFFICULT TO PROVE REGARDING FREIGHT CLAIMS. A. THEREFORE, IF A SHIPMENT IS DELIVERED INTACT AND WITH NO VISIBLE DAMAGE, CARTONS OR PACKAGING SHOULD BE OPENED (AT LEAST PARTIALLY) AND CONTENTS INSPECTED THOR000ILY. FAILURE TO INSPECT FREIGHT AT DELIVERY CONSTITUTES NEGUGENCE AND ASSUMPTION OF LIABILITY FOR DAMAGED FREIGHT BY CONTRACTOR. B. SHOULD CONTRACTOR OPT TO INSPECT FREIGHT AFTER DELIVERY AND HIDDEN DAMAGE IS DISCOVERED. CONTRACTOR SHALL CONTACT LOCAL FREIGHT TERMINAL AND REQUEST INSPECTION OF DAMAGED SHIPMENT. THIS REQUEST MUST BE MADE IN A TIMELY MANNER. FREIGHT LINES USUALLY HONOR A CLAIM OF THIS NATURE IF IT IS MADE WITHIN 10 TO 15 DAYS OF DELIVERY DATE. C. CONTRACTOR SHALL MAINTAIN (ON JOBSITE) A FREIGHT "LOGBOOK" FOR THE PURPOSE OF RECORDING DELIVERY AND RECEIPT OF ALL OWNER FURNISHED ITEMS; MOREOVER. CONTRACTOR SHALL KEEP ACCURATE AND COMPLETE RECORDS OF FREIGHT LOSS, DAMAGE AND /OR SHORTAGE. IF THESE AFOREMENTIONED PROCEDURES ARE NOT EFFECTED, THE BUCKLE SHALL BACKCHARGE CONTRACTOR FOR ITEMS THAT ARE REPLACED AND /OR RESHIPPED. 12. THE TENANT'S GENERAL CONTRACTOR SHALL MAINTAIN THE PREMISES IN A CLEAN AND ORDERLY FASHION DURING THE ENTIRE CONSTRUCTION PERIOD, REMOVING ALL TRASH AND RUBBISH FROM THE JOB SITE DAILY. ALL CONSTRUCTION DEBRIS SHALL BE CONTAINED WITHIN TENANT'S SPACE. THE TENANT'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DUMPSTER SERVICE OR REIMBURSING THE MALL FOR SAME. 13. TEMPORARY CONSTRUCTION THE CONTRACTOR SHALL PROVIDE THE FOLLOWING SPECIFIC ITEMS RELATIVE TO TEMPORARY CONSTRUCTION: A. REMODELING WORK SHALL BE SCHEDULED TO PERMIT OPERATION OF STORE DURING ENTIRE REMODEL B. FLOOR FINISHES AND CEILING WORK SHALL BE SCHEDULED AFTER STORE HOURS. THIS COST SHALL BE INCLUDED IN THE BASE BID. C. TEMPORARY BARRICADES: THE CONTRACTOR SHALL ERECT TEMPORARY ENCLOSURES OVER OPENINGS WHEN SUCH ACTION IS NECESSARY FOR PROPER PROTECTION OF STORE PERSONNEL DURING ANY PORTION OF THE WORK. COSTS FOR SUCH BARRICADES SHALL BE PAID FOR BY THE GENERAL CONTRACTOR. REGARDING REMODELS: THE TENANT'S GENERAL CONTRACTOR SHALL PROVIDE "DUST PROHIBITIVE ", OPAQUE PROTECTIVE BARRICADES BETWEEN CONSTRUCTION AREAS AND ALL STORE OPERATIONS. THIS BARRICADE SHALL BE DUST TIGHT AGAINST CEILING (OR STRUCTURAL DECK) AND FINISHED FLOOR. D. TEMPORARY TRASH STORAGE AND REMOVAL: THE CONTRACTOR SHALL MAKE PROVISIONS OR COORDINATE WITH TENANT'S LANDLORD TO PROVIDE FOR THE STORAGE AND REMOVAL OF CONSTRUCTION DEBRIS AND SHALL PAY ALL COSTS AS ARISE FOR SUCH. E. TEMPORARY FIRE PROTECTION: THE CONTRACTOR SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS AND OTHER EQUIPMENT AS NECESSARY FOR PROPER FIRE PROTECTION DURING CONSTRUCTION. F. PROTECTION OF WORK IN PLACE: WORK IN PLACE THAT POSES A HAZARD TO OPERATIONS PERSONNEL ADJACENT THERETO SHALL BE COVERED, BOARDED UP, OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION. ALL FORMS OF PROTECTION SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO INSURE FINAL DELIVERY TO OWNER, COMPLETE AND UNBLEMISHED. 14. MATERIAL SUBSTITUTIONS: MANUFACTURER'S NAMES ARE LISTED HEREIN TO ESTABLISH A STANDARD. THE PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE ONLY IF, IN THE OPINION OF TENANT'S REPRESENTATIVE, THE SUBSTITUTE MATERIAL IS OF A QUAUTY AS GOOD OR BETTER THAN THE MATERIAL SPECIFIED AND WILL SERVE WITH EQUAL EFFICIENCY AND DEPEND- ABILITY THE PURPOSE FOR WHICH THE ITEMS SPECIFIED WERE INTENDED. ANY MATERIAL INSTALLED AS SUBSTITUTE WITHOUT FIRST RECEIVING PRIOR WRITTEN APPROVAL FROM TENANT'S REPRESENTATIVE SHALL BE REMOVED AND REPLACED (AT GENERAL CONTRACTOR'S EXPENSE) IF DISAPPROVED BY TENANT'S REPRESENTATIVE. 15. IF, IN THE OPINION OF THE LANDLORD, THE TENANT WILL BE UNABLE TO COMPLETE CONSTRUCTION PRIOR TO THE GRAND OPENING OF THE SHOPPING CENTER, TENANT'S GENERAL CONTRACTOR SHALL ERECT AND IN RETURN DISASSEMBLE A FULL HEIGHT TEMPORARY BARRICADE AT THE STOREFRONT 3' -0 OUT FROM LEASE LINE (MAXIMUM). GENERAL CONTRACTOR SHALL COORDINATE WITH THE LANDLORD'S REPRESENTATIVE CONCERNING THE PROPER ASSEMBLY OF THE BARRICADE AND SHALL PAY ALL FEES ASSOCIATED WITH IT. 16. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURERS, AND UNLESS OTHERWISE SPECIFIED, SHALL BE NEW AND FREE FROM ANY DEFECTS. ALL MATERIALS USED SHALL BE OF THE SAME MANUFACTURE AND QUALIFY UNLESS OTHERWISE SPECIFIED. 17. STORAGE: TENANT SUPPLIED MATERIAL MAY BE AT TENANT SUPPLIED WAREHOUSE. CONTACT TENANT'S REPRESENTATIVE FOR LOCATION AND CONTACT. REF. ITEM 11, STEP 2 -A. 18. WORKMANSHIP: ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT WORKMEN SKILLED IN THE TRADE THEY ARE PERFORMING AND EXECUTED IN AN ORDERLY, NEAT AND WORKMANUKE MANNER. 19. GUARANTEE: ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF ACCEPTANCE. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY TENANT SHALL BE A CONDITION OF THIS CONTRACT. 20. SHOP DRAWINGS: SHOP DRAWINGS AND CATALOG DATA ON ALL MAJOR ITEMS OF EQUIPMENT, SYSTEMS, AND OTHER SUCH ILLUSTRATIVE MATERIAL AS MAY BE CONSIDERED NECESSARY BY THE TENANT WILL BE SUBMITTED BY THE CONTRACTOR IN ADEQUATE TIME TO PREVENT DELAY AND CHANGES DURING CONSTRUCTION. 21. ALL WOOD FRAMING, BLOCKING, DECKING, ETC., SHALL BE FIRE RETARDANT. NO WOOD OR COMBUSTIBLE MATERIALS OF ANY KIND SHALL BE USED ABOVE THE CEILING. 22. UPON COMPLETION OF THE WORK, TENANT'S GENERAL CONTRACTOR IS TO OBTAIN A CERTIFICATE OF COMPLETION AND ALL NECESSARY APPROVALS FROM LOCAL BUILDING DEPARTMENTS, OR OTHER AUTHORITIES HAVING JURISDICTION, AND SUBMIT SAME TO TENANTS REPRESENTATIVE AND LANDLORD. DEMOLITION 1. TENANT'S GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DEMO- LITION REQUIRED TO ACCOMMODATE TENANT'S DESIGN. A DEMOLITION PLAN MAY OR MAY NOT BE INCLUDED IN THE CONSTRUCTION DOCUMENTS. TENANT'S GENERAL CONTRACTOR OR HIS DEMOLITION SUBCONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOUTON PRIOR TO FORMULATING BASE BID. 2. DEMOLITION TO INCLUDE: REMOVAL OF ENTIRE EXISTING STOREFRONT (WITHIN LEASE UNE, TO STRUCTURE ABOVE); EXISTING MALL FLOORING (STORESIDE), ALL EXISTING SALES AREA CEIUNGS, PARTITIONS, CURTAIN WALLS, LIGHTING, FLOORING AND FIXTURES, ALL EXISTING STOCKROOM CEILINGS, PARTITIONS, AND SHELVING. REFER TO PLANS FOR SHELVING AND DETAILS REGARDING ITEMS TO BE SAVED IN PLACE OR REUSED. 3. IF THE EXISTING ELECTRIC DISTRIBUTION SYSTEM IS TO REMAIN AND TO BE REUSED (INCLUDING BUT NOT LIMITED TO: TRANSFORMER, DISTRIBUTION PANEL BOARD(S), AND DISCONNECT SWITCH). SEE ELECTRICAL DRAWINGS FOR DETAILS. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING AT POWER SOURCE, ALL UGHTING RECEPTACLES, AND EQUIPMENT TO BE REMOVED PRIOR TO DEMOUTION 4. IF THE EXISTING HVAC UNIT IS TO BE REMOVED. HVAC CONTRACTOR SHALL BE RESPONSIBLE TO DETACH AND DISABLE ALL SHEET METAL PLENUMS, FROM LINES, GAS SERVICE, CONDENSATE LINES, ETC... 5. IF THE EXISTING SPRINKLER SYSTEM IS TO REMAIN AND BE REUSED, GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE AS SPRINKLER SYSTEM SHUT DOWN WITH THE LANDLORD'S REPRESENTATIVE PRIOR TO DEMOLITION AND PAY FOR ALL COSTS ASSOCIATED WITH THE SHUT DOWN. CONCRETE TENANT'S GENERAL CONTRACTOR IS RESPONSIBLE TO FLASH PATCH, SCRAPE, OR GRIND THE NEW CONCRETE SLAB (PROVIDED BY LANDLORD) AND TO PROVIDE A SMOOTH SURFACE, FREE FROM HOLES, BUMPS, OR CRACKS PRIOR TO THE APPLICATION OF ANY FINISH FLOORING. CONTRACTORS REQUIRED TO TRENCH OR CHIP CONCRETE FLOOR SLABS FOR THEIR PORTION OF THE WORK SHALL BE RESPONSIBLE TO BACKFILL AND PATCH AS REQUIRED TO RETURN THE SLAB TO ITS ORIGINAL CONDITION. METALS 1. ALL STOREFRONTS SHALL BE ASSUMED TO BE SELF SUPPORTING AND ERECTED IN THIS MANNER UNLESS SPECIFICALLY APPROVED BY LANDLORD. 2. STRUCTURAL METALS: THE DESIGN, FABRICATION, AND INSTALLATION OF ALL MISCELLANEOUS METAL UNTELS, SUPPORTS, AND FRAMING REQUIRED FOR ALL STOREFRONT WORK SHALL BE THE SOLE RESPONSIBIUTY OF THE TENANT'S GENERAL CONTRACTOR. SHOP DRAWINGS OF SUCH MISCELLANE- OUS METAL WORK SHALL BE SUPPUED TO THE LANDLORD FOR APPROVAL. 3. METAL STUD SYSTEM: ALL INTERIOR PARTITIONS SHALL BE CONSTRUCTED AS FOLLOWS: FOR PARTR)ONS UP. TO AND INCLUDING 12' -0' IN HEIGHT, USE 3 5/8" 25 GA. STUDS AT 16' O.C.; FOR PARTMONS ABOVE 16' -0" IN HEIGHT, USE 5 1/2' -18 GA. STUDS AT 16' O.C. ALL PARTITIONS TO. HAVE 5/8' FIRE CODED GYPSUM BOARD. FRAMING ON ALL PARTITIONS DESIGNATED ON PLANS AS "PARTRTON TO DECK ABOVE" SHALL EXTEND TO THE BOTTOM OF THE DECK ABOVE AND SHALL BE SEALED AIR TIGHT. WITH NON - COMBUSTIBLE MATERIALS. STOREFRONT SHALL BE 20 GA METAL STUDS AT 16' O.C. REFERENCE DRAWINGS FOR EXACT CONFIGURATION. 4. ALL WELDING TO THE LANDLORD'S STRUCTURE MUST BE APPROVED IN WRITING BY THE LANDLORD'S REPRESENTATIVE. MILLWORK AND FIXTURE SYSTEM GENERAL IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO RECEIVE, UNLOAD, STORE AND ERECT THE DESIGNATED MILLWORK AND /OR MILLWORK FIXTURES AS DELINEATED WITHIN THESE CONSTRUCTOR DOCUMENTS OF WHICH THE DESIGNATED MILLWORK FABRICATOR'S SHOP DRAWINGS ARE PART. A. CORRELATION /COORDINATION: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DATA (DETAILS, NOTES, SPECIFICATIONS, SHOP DRAWINGS, ETC...) AS BEING CONSISTENT, COMPATIBLE, AND ERROR FREE. SHOULD THE CONTRACTOR DISCOVER ANY ERRORS, OMISSIONS, OR INCONSISTENCIES, IT IS THE CONTRACTOR'S RESPONSI- BILITY TO CONTACT THE BUCKLE PROJECT MANAGER BEFORE HE PROCEEDS WITH ANY WORK THAT IS IN QUESTION. FURTHERMORE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PHYSICALLY VERIFY RECEIPT OF ALL MILLWORK SYSTEM COMPONENTS. ANY DAMAGED OR MISSING COMPONENTS SHALL BE NOTED ON THE FABRICATOR'S SHIPPING UST AND SIGNED OFF BY DELIVERY AGENT. IN ADDITION, CONTRACTOR SHALL NOTIFY THE BUCKLE PROJECT MANAGER FABRICATOR WITHIN 36 HOURS CONCERNING ANY DAMAGED, MISSING, OR INCORRECT COMPONENTS. 8. INSTALLATION STANDARDS: ALL COMPONENTS (WALL PANEL SYSTEM, ETC...) AND THEIR ACCESSORIES AS WELL AS THE SURFACES SAID COMPONENTS ARE ATTACHED TO (FURR DOWNS, PARTITIONS, ETC....) SHALL BE LEVEL, SQUARE, AND PLUMB TO WITHIN 1/8" IN 10 LF. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE PROPER INSTALLATION OF ALL FASTENERS, EXTRUSIONS, TRIM, ETC.. NOT SPECIFICALLY CALLED OUT ON FABRICATOR'S SHOP DRAWINGS. DAMAGE TO MILLWORK DUE TO CONTRACTOR NEGUGENCE WILL BE CHARGED BACK AGAINST CONTRACTOR BY DEBIT CHANGE ORDER. CHIPS, DINGS, SCRATCHES, ETC.. ASSOCIATED WITH AND INCIDENTAL TO NORMAL CONSTRUCTION PROCESSES WILL BE REWORKED OR TOUCHED UP TO THE BUCKLE'S SATISFACTION. ADDITIONALLY, ALL MILLWORK SYSTEM SURFACES SHALL BE THOROUGHLY CLEANED BEFORE TURN OVER OF STORE. C. LAYOUT: CONTRACTOR SHALL VERIFY ACTUAL LEASE DIMENSIONS AGAINST ARCHITECTURAL AND SHOP DRAWINGS, AND NOTIFY THE BUCKLE PROJECT MANAGER OF ANY DISCREPANCIES. ONCE THE ACTUAL LENGTH OF THE LEASE SPACE HAS BEEN DETERMINED, CONTRACTOR SHALL COMPUTE EACH RUN (TOTAL LENGTH) OF RESPEC- TIVE DEMISING PARTITIONS, ETC.. SCHEDULED TO RECEIVE WALL PANELS INCLUDING ALL FIXTURE COMPONENTS (CASH WRAP, METAL BULLNOSE, . ETC...) AND VERIFY AGAINST PLAN DRAWINGS. DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO, AND RESOLVED WITH, THE BUCKLE PROJECT MANAGER. GLASS AND GLAZING 1. STOREFRONT AND /OR SHOW WINDOW GLAZING SHALL BE TEMPERED AND CONFORM TO ANSI Z97.1 -1975 AS WELL AS FEDERAL STANDARD 16 CFR 1201, CATEGORIES I & II. 2. WARPAGE VERTICAL BOW OR WARP OF GLASS PANELS SHALL NOT EXCEED 1/4" IN 120 AS MEASURED FROM GLAZING HEAD TO SILL WITH STRAIGHT EDGE PARALLEL TO GLASS. 3. EDGEWORK AND EDGE QUAUTY THE FOLLOWING TOLERANCES ARE USED TO ASSURE HIGH QUALITY SURFACE APPEARANCES AND CONSISTENCY IN EDGEWORK. 4. SEAMED EDGES THE MINIMUM EDGEWORK FOR TEMPERED GLASS IS THE REMOVAL OF THE SHARPNESS OF A CLEAN CUT EDGE BY APPROXIMATELY 1/32' (G.RAM) TO 1/16" (1.6MM) BY SEAMING THE EDGE. CHIPS ARE NOT PERMISSIBLE ON SEAMED EDGES. 5. FLAT GROUND EDGE GRINDING THE EDGE PRODUCES A DULL MATTE FINISH. THE GLASS EDGE IS CAREFULLY MACHINED FLAT WITH A GROUND FINISH, THEN A GROUND SEAMED EDGE IS APPLIED TO THE GLASS TO COMPLETE THE PROCESS. A FLAT GROUND EDGE IS AVAILABLE FOR ALL GLASS THICKNESS 1/4" (6MM) AND GREATER. 6. POLISHED EDGE A POUSHED EDGE, ALSO REFERRED TO AS A "GROUND AND POLISHED EDGE," IS AVAILABLE FOR ALL THICKNESS 1/4" (6MM) AND GREATER. THE EDGES ARE FLAT GROUND. SEAMED, THEN POLISHED TO PRODUCE A GLASS SURFACE CONDITION SIMILAR TO THE SURFACE OF THE GLASS. THE HIGH QUALITY APPEARANCE OF THE POLISHED EDGE IS CAREFULLY INSPECTED. POUSHED EDGES ARE COMMONLY FOUND ON GLASS FURNI- TURE TOPS, DOORS, OP FREE - STANDING PARTITIONS WHERE QUALITY EDGEWORK OR EXPOSED SURFACES IS DESIRED. 7. INSTALLATION ALL INSTALLATIONS SHALL BE FIRST- CLASS, PLUMB, LEVEL AND SQUARE TO OPENING. ALL OPEN AIR JOINTS SHALL BE AS SPECIFIED ON ARCHI- TECTURAL DRAWINGS AND DETAILS. ALL GLASS PANELS SHALL BE "MATCHED" (PRIOR TO INSTALLATION) AND INSTALLED ADJACENT TO PANELS WITH SIMILAR (ACCEPTABLE) BOW; Le... A CONVEXLY BOWED PANEL SHALL NOT BE PLACED ADJACENT TO A PANEL WITH A CONCAVE BOW NEITHER IN HORIZONTAL RUN OR AT ANY MITER OR CORNER. 8. CAULKING NO GLASS PANELS SHALL BE GROUTED IN PLACE. ALL GLASS PANELS SHALL BE CAULKED IN PLACE. CAULK SHALL BE MATCHED TO RESPEC- SVE HEAD, SILL, OR JAMB CONDITION. ALL CAULK SHALL BE SIUCONE AND SHALL BE INSTALLED IN STRAIGHT AND SMOOTH LINES IN A 1/2" FLAT BEAD. 9. SCRATCHES SCRATCHES ARE NOT ALLOWED. IF SCRATCHES ARE EVIDENT, A REPLACEMENT PANEL WILL BE INSTALLED INCLUDING LABOR AND ALL ASSOCIATED EXPENSES AT SOLE COST TO GLASS INSTALLER. WOOD AND PLASTIC LAMINATE 1. PLYWOOD IN THE STOCKROOM (TO SUPPORT WALL STANDARDS) SHALL BE A -C GRADE. PLYWOOD ON THE EXTERIOR OF THE STORE, EXPOSED TO THE ELEMENTS, SHALL BE EXTERIOR GRADE A -D OR C -D DEPENDING ON VENEER APPLICATION. ALL EXPOSED EDGES SHALL HAVE 1/4° THICK HARDWOOD EDGEBAND. PLYWOOD SHALL BE FIRE RETARDANT AS REQUIRED BY CODE. 2. MEDIUM DENSITY FIBERBOARD: ALL MDF BOARD SHALL BE MEDIUM DENSITY INDUSTRIAL GRADE. ALL EXPOSED EDGES IN CABINETRY SHALL HAVE A 1/4" THICK HARDWOOD EDGEBAND. 3. PLASTIC LAMINATE: ALL PLASTIC LAMINATE SHALL BE 1/16' THICK, HIGH PRESSURE LAMINATE. REFER TO MATERIAL SCHEDULE. 4. TOILET(S), OFFICE, ALTERATIONS OFFICE AND /OR FIRE CORRIDOR CEILINGS SHALL RECEIVE JW 6 x 18 GA. METAL JOISTS AT 12" O.C. COVERED WITH 3/4" PLYWOOD AND 5/8 FIRE CODE GYPSUM BOARD. PLYWOOD SHALL BE FRE RETARDANT. 5. WOOD BLOCKING AND WOOD STUDS TO BE MILL STAMPED FIRE RETARDANT DOORS 1. SOLJO CORE WOOD DOORS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST NATIONAL MANUFACTURER'S ASSOCIATION INDUSTRY STANDARDS. WOOD DOORS SHALL BE PAINT GRADE BIRCH UNLESS NOTED OTHERWISE ON DOOR SCHEDULE. 2. HOLLOW METAL DOORS SHALL CONSIST OF TWO (2) FLUSH FACES OF 16 GA, LEVEL, ONE PIECE, QUALITY ROLLED SHEET STEEL WITH ONE PIECE - SOUND INSULATED CORE BONDED TO BOTH FACES, TOP AND BOTTOM CHANNELS 16 GA. STEEL, AND INTEGRAL STOPS WITH MITERED, WELDED, AND GROUND CORNER JOINTS. PROVIDE THREE WALL ANCHORS PER JAMB AND ADJUSTABLE FLOOR CLIP ANCHORS. ALL EXTERIOR DOORS SHALL BE 3. OVERHEAD GRILLE: THE ROLL UP OVERHEAD ENTRY GRILLE WILL BE FURNISHED AND INSTALLED BY THE TENANT AND SHALL BE AS MANU- FACTURED BY METRO,:DYNAFLAIR, OR CORNELL COLOR SHALL BE ANODIZED . BLACK RAIL BOTTOM AND DOOR GUIDES WITH MILL FINISH CURTAIN. GRILLE SHALL BE SUPPORTED INDEPENDENTLY FROM LAND- LORD'S STRUCTURE EXCEPT LATERAL BRACING. REFER TO ELECTRICAL PLANS FOR SWITCH LOCATION ON MOTORIZED DOORS. TENANT'S GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION. ALL SWITCH LOCATIONS SHALL BE NO ,.HIGHER THAN 12" A.F.F. 4. ALL EXTERIOR DOOR HINGES WHETHER NEW OR EXISTING SHALL BE PROVIDED WITH NON-REMOVABLE -HINGE PINS. THIS SPECIFICATION SUPERSEDES. ALL OTHER HINGE SPECIFICATIONS AND SCHEDULES. 5. HARDWARE FINISH SHALL BE BRUSHED ALUMINUM OR CHROME. HARDWARE SUPPLIERS SHALL BE CORBIN, YALE, SCHLAGE, O? EQUAL FINISHES 1. GYPSUM WALLBOARD: ALL GYPSUM BOARD SHALL BE 5/8" THICK TYPE X FRE CODE. ALL GYPSUM BOARD AT OUTSIDE CORNERS SHALL RECEIVE 'USG" DURA -BEAD #101. USE 'USG" pooe METAL TRIM WHERE ENDS ARE EXPOSED. ALL JOINTS SHALL HAVE USG" PERFA -TAPE WITH DURABOND JOINT COMPOUND. GYPSUM BOARD SHALL EXTEND TO THE UNDERSIDE OF THE DECK AND WILL BE AIR TIGHT TO THE DECK UNLESS SPECIFIED OTHERWISE. 2. SUSPENDED ACOUSTICAL TILE CEILING GRID SHALL BE "ARMSTRONG' SUPRAFINE 15/16" SUSPENSION GRID. FRAMING SHALL COMPLY WITH ASTM C 635 -87 WITH A DEFLECTION OF 1/360'. EXPOSED SURFACES SHALL BE HIGH -BAKED ENAMEL TO MATCH CEILING TILE. FRAMING TO BE USED IN FIRE RESISTIVE ASSEMBUES TO CONFORM TO U.L REQUIREMENTS. SIZE PER REFLECTED CEILING PLAN. 3. ACOUSTICAL CEIUNGS ARE AS SPECIFIED ON DRAWINGS. USE RATED CEIUNGS IF REQUIRED BY LOCAL AUTHORITIES. ALL ACOUSTICAL CEILINGS SHALL BE ARMSTRONG. 4, SUSPENDED GYPSUM BOARD CEILING SHALL BE U.S.G. OR EQUAL PRODUCTS AND MATERIALS. USE 8" GA. HANGER WIRES AT 48' O.C. ALONG CARRYING CHANNELS AND WITHIN 6" OF ENDS OF CARRYING CHANNELS AT 48' O.C. PROVIDE 1 CLEARANCE BETWEEN RUNNERS WHICH ABUT WALLS AND PARTITIONS. ERECT METAL FURRING CHANNELS AT RIGHT ANGLES TO CARRYING CHANNELS. SPACE FURRING AT 24" O.C. 5. RESIDENT TILE FLOORING: VINYL TILE FLOORING SHALL BE 1/8" X 12" X 12 ". ALL EXPOSED EDGES SHALL HAVE SURFACE APPLIED VINYL PLASTIC EDGE STRIPS WHERE NO OTHER EDGE CONSTRUCTION IS INDICATED ON DRAWINGS. INSTALL GRAY VINYL TRANSITION STRIP BETWEEN VET AND CARPET OF SALES AREA (UNDER STOCKROOM DOOR). STRIP TO BE ROPPE', "FLEXCO ", OR EQUAL 3/8" HIGH WITH 1/4" BUTTING GAUGE, UNDERCUT, LONG FLANGE, SMOOTH TAPES, DARK GRAY. 6. CARPETING: CARPET PROVIDED BY TENANT SHALL BE GLUED. DIRECTLY TO CONCRETE FLOOR. ALL SEAMS BONDED WITH SEAM SEALER. ALL CARPET SHALL BE RUN WIDTH WISE. CARPET TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 7. TERRAZZO STRIP: TO BE MANHATTAN AMERICAN THIN SET ZINC ANGLE STRIPS WITH 3/8" HEAVY TOP TO BE FURNISHED BY TENANT. 8. PAINTED GYPSUM BOARD SHALL HAVE A MEDIUM ORANGE PEEL TEXTURE. FINISH APPLIED WITH 3/8 NAP ROLLER AND SHALL RECEIVE TWO (2) COATS OF MATTE FINISH, LATEX ENAMEL PAINT UNLESS OTHERWISE NOTED ON DRAWINGS. 9. VINYL WALLCOVERING: PRIME AND SEAL ALL SURFACES. APPLY PANELS IN EXACT ORDER AS CUT FROM ROLL, USING ROLLS IN CONSECUTIVE ORDER. USE STIFF BRISTLE BRUSH OR FLEXIBLE BROAD KNIFE TO ELIMINATE AIR POCKETS. WRAP COVERING 6 IN. BEYOND OUTSIDE CORNERS AND 3 IN. AT INSIDE CORNERS. 10. MILLWORK PACKAGE IS SUPPUED BY TENANT AND INSTALLED BY TENANT'S GENERAL CONTRACTOR. SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, DRAWINGS, AND DETAILS. ENTIRE SYSTEM IS A CLASS 1 FINISH. REFER TO MILLWORK SECTION. 11. SANDSTONE TILE: A. SANDSTONE TILE TO BE SUPPUED BY TENANT. B. LAYOUT OF SANDSTONE TILE SHALL PROVIDE THAT PERPENDICULAR INTERSECTIONS IN THE SALES AREA YIELD AN UNINTERRUPTED GRID PATTERN. C. GROUT: NO GROUT IS REQUIRED. D. TILE SHALL NOT BE SECTIONED TO LESS THAT 50% OF ITS ORIGINAL LENGTH OR SIZE. TWO INCH (2") PIECES OF TILE ARE NOT ACCEPTABLE. E. SEALER: SEAL ALL SURFACES WITH THE SEALER PROVIDED. 12. EXPOSED CONCRETE: ALL AREAS OF EXPOSED CONCRETE SHALL RECEIVE TWO (2) COATS OF HUNTINGTON CONCRETE SEAL (HUNTINGTON LABORATO- RIES, INC.) OR EQUAL. APPLY PER MANUFACTURER'S RECOMMENDATIONS. SPECIALTIES 1. TOILET ACCESSORIES: THE GENERAL'S PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL THE FOLLOWING TOILET ACCESSORIES: ACCESSORIES SHALL BE ONE (1) EACH PER TOILET ROOM AS MANUFACTURED BY THE FOLLOWING (OR APPROVED EQUAL): BOBRICK B -685 SURFACE MOUNTED CHROME TOILET PAPER HOLDER BOBRICK B -972 SURFACE MOUNTED CHROME SOAP DISH CONTRACTOR CHOICE SURFACE MOUNTED CHROME PAPER TOWEL HOLDER MIRROR 2' -0 X 3' -0" HIGH WITH CHROME "J" MOLDING ON ALL EDGES - MOUNT ABOVE SINK 2. HANDICAP TOILET ROOM ACCESSORIES: THE TENANT'S GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE FOLLOWING TOILET ACCESSORIES WHEN A TOILET ROOM IS TO BE HANDICAP ACCESSIBLE. PROVIDE ACCESSORIES LISTED ABOVE FOR STANDARD TOILET ROOM AND ADD THE FOLLOWING (OR APPROVED EQUAL): BOBRICK B -490 X 36 CHROME GRAB BAR BOBRICK B -490 X 48' CHROME GRAB BAR 3. METAL ACCESS DOORS SHALL BE MILCGR OR EQUAL. ACCESS DOOR FOR DRYWALL PARTITIONS AND CEILINGS SHALL BE 22" X 22' 18 GA. STEEL DOOR PANEL WITH 16 GA. STEEL FRAME. HINGE TO BE CONTINUOUS TYPE - STEEL WITH STAINLESS STEEL PIN. PAINT PANEL TO MATCH SURROUNDING MATERIALS OR FINISHES. 4. FIRE -RATED ACCESS DOOR FOR WALLS AND CEILING SHALL BE 1 1/2 HOUR RATED "8" LABEL 24" X 24 ", 20 GA. DOOR PANELS WITH 16 GA. STEEL FRAME. HINGE TO BE CONTINUOUS TYPE -STEEL WITH STAINLESS STEEL PIN. PAINT PANEL TO MATCH SURROUNDING MATERIALS OR FINISHES. SOUTHCENIER MALL STORE NO. 298 SPACE N0. E552 SINGLE LEVEL (COORDINATE WITH TENANTS. REPRESENTATIVE) Glean • NATIONAL ACCOUNT THRU NEVAMAR 1 -B00 -638 -4380 MISSY EVANS VTENANT NO RESPONSIBILITIES 'Teo-Town GBrEFOL-CONTRACTOR GSO ERALS SUBCONIRAC.TOR GYP. BD. (REPLACE OR REPAIR) AND /OR LUAUS -REF. TO PLANS) STOCKROOM SHELVES (IB" X 48 FlRERATED PARTICLE BOARD SHELVES WITH ROUNDED EDGES) DOORS, ACCESSORIES, AND SIGNS TGC CSC GSC TGC TGC TGC 100. TGC T TH APR S 6 2001 INDEX OF DRAWINGS NO. A -i. A -2 ARCNRECPURAL 9PECIFlC511BNS & FLOOR'. $: SCHEDLiLES A-3 A-4 -b MISCELLANEOUS seams ANDS. mats PAYCOUNIER AND MISCELLANEOUS DETAILS D TViaN- ' . A -5 A -8 D -1 MS -1 M -1 DESCRIPTION STOREFRONT AND INTERIOR ELEVATIONS OIVW P,OVEO. STOREFROMT. k SECTIONS MISCELLANEOUS SECTIONS AND DETAILS MFV °92 DEMOLITION PLAN AND NOTES MECHANICAL SPECIFICATIONS MECHMIICAL,PLAN. ES - DECTRICBL SPECIFlOM1TONS Bu 6, OY 29 846 South*** SpAc. No.p Tukwlkt, WA, 981 H: @oLAb� IT.YALW4 ;:I 7 1/4' WAi.L STANDARDS 24 O.C. - 5' / STANDARDS C. WALL MOUNTED, 6 PIECES AT 12' SLOT TO SLOT VET HANG ROD STORAGE BOX BY T.DO REY: 5/. MIRK . DSIPo&RIO1 EQUIPMENT LOCATION 16' SHELVING ALIGN 16' SHELVING 1 9 Si•[ sl M■fiNIUME IR■fiiil■!■�T�I+ 1©mi"M�lav E M � II■ II■ II ■II�III1IIII•II ■II■I�'�I�®II■MT MITEMII■II■EM �7MOIBG i BC�O H OLDING AREA III ■III,II ■ IIIIIIII.IIIII�I♦ m mom i .�'7■ - -- ---- - - - - -- �� 31'-1 7/8 LOCKERS PROVIDED BY OWNEN 2 GIFT WRAP RA'KS 32 z 36 4 WALL STNDARDS A ' 24' O.C. P 5 ON 32 x 38 36 HIGH x 30' DEEP COUNTER TOP ST .00 COMPUTER 5 -7 1/8' RANGER STORAGE RAKL BY TEN. NSTAL. BY T.G.C.-� 8 C11JNG AT 7 -8' AFF CEILING AT ]' -6' 1FF LPL -21 HOLDING AREA SECON AREA I PL-1{ SECONDARY AREA 3/8' 4' -7 1/4' 4' -4 3/8• CONDARY AREA SECONDARY AREA I HOLDING. AREA �s IPL -2I HOLDING AREA .11N BRING EXST4D DEMISBNC FNDDON AFTER T.G.C. TO MID REPLACE OR Rf WALL OELOUTIDN AND REPLAE 1 HOUR RATED DINGED TIT ICI CAL FOR A R i HOUR PARTITION. SIDE O TYPICAL R ALL WNL£MR SIT ONLY. (MADMAN UL 11155). LEGEND SECONDARY AREA HOLDING AREA w - 10 2 0 7/ HOLDING AREA FOF. N r RE L 5 . - I PL -1 1 4' -2 7/8 F. f� )YPV'u PLR/Ywr enewoR ROM n la WW272Om IILME ® EB NOG ROAD BM O 04R Nation sows 77[0 Non Lam CO 7 IOLMAN YEMN. ON N TIT. FMIEm.CP3] P 4 1, a 02 s Demo SIR !m n ANA WATT 14/444 A14 SYS. PLATE ON 112" wow IBM OUR. 2o D NEE NO"8 , 9 1.°‘ PPR 18 2R0 v N01E9 ,rcerw, HARDWARE F/ARBWAE HAND ACTIVATED DLC.P. ^'EALING HARDWARE IS REQUIRED TO BE CENTERED BETWEEN 30 AND N INCHES HI.. LATCHING AND LOCK- ING DOORS THAT ARE WIND ACTIVATED AND MOH ARE IN A PATH OF TRAVEL HAVE TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH -PULL .10 /ATNG BARS, OR OTHER HARDWARE DESIGNED M PROVIDE PASSAGE WITHOUT REQUIRING T11E ABILITY TO GRASP THE OPEN- ING HARDWARE LOCKED EXIT DOORS ARE REQUIRED TO OPERATE AT DESCRIBED ABOVE IN THE DIRECTION OF EGRESS. G ABEEIR 14E MAXIMUM EFFORT M OPERATE DOORS CANNOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. REWIRED FIVE DOORS MAY REQUIRED UP M 15 POUNDS PRESSURE THE PRESSUn b' M BE MEASURED AT RIGHT ANGLES TO HINGED DOORS AID AT THE CENTER PLANE OF SUITING OR FOUDNG DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UT,2ED TO MEET THE REQUIREMENTS. DOORS BMs= All PRIMARY ENTRANCES M BUILDINGS AND FACILITIES ARE REQUIRED TO BCE E T FATUITY U ACCESSIBLE A PRIMARY $UB ENIRrWSTA4CE IS FLOW OEWRNOT ZEST- ANY ENTRAN CCTION O A 1M VI DOORS CAN NOT TO ANY SPECI FIC USED D . FU UI NCTION OF THE CE FOR THE HA HANDICAPPED. NNC D DOOR AT E D TO B E A N CHOR F RECESSED DOORMATS ARE REWIRED TO RE ANCHORED TO PREVENT INTERFERENCE NCE WITH WHEELCHAIR TRAFFIC. DOOR WODMB AID 16OT8 REWIRED co- E DOORWAYS ARE REQUIRED TO HAVE A CLEAR OPENING NOT LESS THAN 32 INCHES WIDE. FOR HINGED DOORS, THE OPENING IS MEASURED WITH THE DOOR AT A 90 DEGREE ANGLE FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAR OF DOORS, INCLUDING AUTOMATIC DOORS, HAS TO PROVIDE THE 32 INCH CLEAR OPENING. DOOR HEIGHTS ARE REQUIRED TO BE A MINIMUM OF 80 INCHES. O 2 Door /Hardware Detail NO SCALE 4' -7 I/2• Floor Plan Scab: 1/4".• 1'-Q" 30' MN CFPM ELEVATION PLAN Drinking Fountain Elevation SCALE 3/8" 6 1'-0" 19' -11 1/2' 0-LO .C. STANDARDS 24 LPL -SOON 30 EP O W O.0 HIGH z 30' D COUNTER TOP 8' STANDAR DS 24 11D8 THRESHOLDS ARE REQUIRED TO BE NO MORE THAN 1/2 INCH MOH. BEVEL OR SLOPE THE EXPOSED EDGE AT AN ANGLE NOT EXCEEDING ANGE 45 DEGREES SO THAT NO SINGLE VERTICAL CH OF ELEVATION EXCEEDS 1/4' INCH. 1. EXIT DOORS, TOILET ROOM AND CHANGING ROOM DOOR TO BE OPEWBLE FROM INSIDE WITHOUT SPECIAL KNOWLEDGE. FORCE OR EY NEED OF K. MR 2. SEE SPECIFICATION SHEET R RESPONSIBILITIES. 3, ALL HARDWARE TO BE LEVER TYPE 9R:WCE MR& NL WEAN. ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY HANDICAPPED PERSONS SHALL BE NDENPRED W. AT LEAST ONE STANDARD SIGN AND 'OATH ADDMONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN PEDESTR WAYS. DOOR CLOBBI6 SHALL BE ADJUSTED SO THAT THE OPENING EFFORT DOES NOT %TO, 5 Tba1. 5 Ib FUR a. FOR R INTERIOR EOUIREU FI ODORS, 8 RE DOORS. .5 iba. FOR EXTERIOR DOORS, AND DRINKING FOUNTAIN NOTES: LEVER 2' -6' TO I. THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4' HIGH SO AS TO ALLOW THE INSERTION OF A CUP OR GLASS UNDER THE FLOW OF WATER. 2. CONTROLS St._ B MOUNTED OR SIDE MOUNTED NEAR THE FROM EDGE. SPOUTS SHALL BE NO HIGHER THAN 36• MEASURED FROM THE FLOOR OR GROUND SURFACES TO THE SPOUT OUTLET. 3. WALL AND POST MOUNTED CANTILEVERED RED SHALL HAVE A CLEAR KNEE SPACE BETWEEN THE BOTTOM OF THE APRON AND THE I OR GROUND AT LEAST 27' HIGH, W ;0' 'AIDE, DE, AND 17 -19' DEEP. SUCH UNITS EDNLL HAVE A MINIMUM CLEAR FLOOR SPACE 30'X48' TO ALLOW A PERSON IN A WHEEL AR CH TO APPROACH THE UNIT FACING FORWARD. Y -2 1/8• 2' -9 ROOM FINISH SCHEDULE ENTRY CISI 13:=I R' � EEO 1, 13S:13 1, 13S:13 COO WALLS C1� GENERAL NOTES 1. ALL DIYEH9ONS N FLOOR PLAN ARE FINISH 441/0410.3. NI 0N3. T TO E FACE GYP. R0. 2. TD.c. TO VERIFY DYENSg16 of SPACE, Alp REPORT DNIENS01a m M BRU COORDINATOR AT STAN W JOB. DISCREPANCIES SHOULD BE MOWED IMMEDIATELY. AM CHUMS OR REWORK W UN E TO REPORTED O HALL ALL BE AT T.D.C.1 EXPENSE. L T.G.C. TO DEMISE WIDTH Of COMP WALL PRIOR TO START OF CONSTRUCTION. G NE 4. TAAL TO VERIFY EAR WT OF SPICE KEW TO STSTART CO OF NSRA:RN m VERIFY LOCATOR O ANY OVERHEAD 0641MCT ON,. ASRROR 11. MIRRORS N M F ROOM DOORS m BE SUPPLIED IT MATURE NNUFACTW RL 06TALLE0 BY GALL. L MIRRORS LOCATED ROD M E WING 0.00 TO BE HE T SAE CAEbIM M THE E MIRRORS N OI ORS THE EITFA TALE O' FIRING ROOM LOURS RAMMED AND INSTALLED W GSA) 3. ALL OTHER MIRRORS L BE MOUNTED AT Tiff MM LAME ROOM AS TIE MING ROOM DOOR FRAM. 01/WNN A ED D INSTALLED Br 0.3.G) WAN 3. -N CEYBNS TIE IN SAES AREA IS GROOVED, ME yarrow SHOULD RUN FROM SE TO S S S. ALL m L OTT FIXTURES IN DRYWALL CEILINGS NAVE HADO1 BRAND FRAM KTS. P., FRAME ALTS TO MATCH N IO MATMdNO 7. ALL DIFFUSERS N DRYWALL ALL CERI WW1 BE PALMED TO MATCH SURROUNDING GYP. BO. TNSI DNMOa N SIAM N NOBLE SEVNG SYSTEM CARRIAGE, ME APPROMMAR T.QC TO CUT WOOD SNEMIN° ATER CA9MGES ARE CONSTRICTED. A. APPLY CLEAR SLIONE NTIN SEALANT COUOUS AROUND PERIMETER Of MIRROR OR OK 9. MIRRORS WSW MMON NOS SHALL BE 30' A 45• • 20• APT w/ R' RADIUS CORNERS • COR TOTAL UNEM FEET REWIRED FOR TERRAII0 STRIP (ROUNDED TO NEAREST FOOT) a 9B' -0' FT. I 0 -10 1/8' MPH, A TOP ANO BOTTOM VERI WIDTH x 6'-4 1/Y O 4 AF.F. 24' -0' C CM ELMI 12'-0 140-8 1 /4' Rom BE ALKYD BIM, TEMPORARY SERVICES E TIN 1. TELEPRO-E TENWT WILL NOSY TIE LOCAL TFIFN101E COMPANY CO TO NSTNL JOB SITE TOE SEANCE NO ALL MMO DURNO OfMOLITIOl NO RUNT OEIEML ONINAC O R CF JOE W TE J SITE PHONE NF£A. 2. WATER - w TT1 STMC£ D N THE PERMMMME W N THE THE COMPACT WILL BE SET UP E NAME TIE CKL PROM 112 THE T BUCKLE E RAT OF 1 E JOB WATER USED FN MAMA IS MA CONRIADN SHALL WMOW TO BEOAWLITOS OF TIE STAR MO M'K L AlMO0E5 FOR PoIARLE WATER 3. ELECTRUM- ELECTRICAL • REWIRED N THE T PERAJANE OF THE COMITAW WALL BE SET W IN TIE tow N TM NAME PRIOR To TIE STAN OF THE JOB. TM COMMACTCR SMWL WIRRISH. 06WL MO RATTAN ALL T]IPORMY OEREAD CONSIRDCIVW. HEMS. A PO ED M � O REWI fWORK. WINGS �1 11011r AO BEFORE NW Po NI ACCEF CE TEMPORARY ELECTING. ELECTING. SEm1 MUM UM R6fNLfD BY 1 E CONTRACTOR SHALL BE REMOVED. NO THE SENICE 0.WNEMb CI SERVED N N ACCEPTABLE MASER TEIPORMIN HEAT- ADEN RLOARD FOR PROPER B6TMITN OR M OECIION OF IM' POTION OF TIE WORT A MS CONTRACTOR SL RU N ICS RAL H D INSTALL TEMPOPARY HERIIG URNS AS APPROVED] BY TH E LANDLORD OR LOCK MJINOMY, 5. OUST N NO LLOPD IK,. UMW SEAMS- P 1HE TENANTS MI ER. CONTACTOR ELEMS TO USE LMIMAIp PNO,CED TEMPORARY URT HE Y SERVICES, T CN RIV IRACION SHALL E PROVISOS OR CCO R I MR WIM IWEAPOS GENERAL CONTRACTOR TO MY ME CONSTRUCTOR COST OF SNIT M O., ARO LRAM MINCES TGC TO REMOVE THE STOREFRONT BARRICADE AT THE TIME OF CONSTRUCTION COMPLETION BEFORE THE FINAL INSPECTION BY THE TENANT'S AND LANDLORD'S REPRESENTATIVES. INTERVIEWS R STORE EMPLOYEES AND ■ ACCEPTANCE OF STORE FIXTURES SHALL COMMENCE IMMEDIATELY FOLLOWING INSIDE THELFASE PREMES IS. hOOX DEO C1:33 C1:33 C 131131 MOO Cam CE337 C® IMMO C® CISCI OEM EITEI OLOO C7� DEM Cf® CMPET SEARED MCKIE CMINLATMOR SANDSTONE RE VNFL TILE vMt VINYL E CARPET BASE PLASTIC ME4OE INMATE NATE PUMC UMMTE PLASTIC LMwWE M9COR PAM FANFL PANT PAINT PA PARR PARR WALLOWER MG WALWYERPIC MIRROR HILL MAW M IENR ACOUSTICAL IRE E ACOUSTICAL TM RUCEED N METAL RUSTED METAL WANES STEEL YNelwarm CONAIROAL CiMPET, .CUSTOM mow WINDIION COMMERCIAL CAPET- STRAIN - ANDES DA oc: -CYflEA NECK BY tax. tax. ,W® NINON* SEALED BY 5119-0MTRACtOR. MT, N 970E MOCK CODRM CODS STIES "1 CLAW WIPIE - x' 12 ATOCK - 101.1DS PS-240 9O RED-12 = 12 P.BIACK COVE ON '.. MA ROGI CO idimma wpm Wsrou Ore mum 4• TALL PONTE /ARIL -S U WE. 00M42DER PEER PONIE $A101-8,.,'SUEDE. OATMEAL FINN AV721 -4 MEDE THE FIBER F ERAGA. 1310 -88. I S. PAID.. MATE MESH M OE.OR AJACNO -.ALSO ART LIMIT MEnL CUSIOMCOLOR BERM. MOORE / 500: GREEN N MATNC® MMIN BEL MOORS 1 070. BEIGE (sans N SHIES AREA) NN BER MOORE PFAEI -M:,. SRL CMCLOTH (SMONOW) MOWN MOORE - BACA (META. DOORS AND TRH) OS O N MOORE /1000 (SHOW' WOW CERR10) A RENMN MOV MI E - lRNE4 ME (ORWA L CQAtlN) BEN2M OW PARED MOOIE - 4823 O PARR) mum - ro maw Q>, - E OU TR MHO = L DESERT PETAL OI 1 /4' CLEMt POLKAED MIRROR WITH WNW EDGES BY T.O.C. PAZ WALL SISTWA REF, ELEVATE. M PMN FOR FN1415. S15PtNOm R wG - U 5H2. 5 w T N8 NX:OIISMK ttN0. TEOIIIIR LYY-FL W/ 13/1e' GRO 4• X RYA s/e COMECA 12 CA PIAR STEEL WM1 BLACKENED SAN APPLIED TO MW METAL WRN CIFM COAT 1 11E ( WEFT ) SIN MILORD MEDIUM RUSTED ORANGE TAM CLEW COAT ON MILD PEATE STEM. _ 1. SORT IBQ.T.10IES: 11E TOWISTALLATIOR BUTT T LEE TEGERIEH. -NO CODE... 5'1 L TINT m PAM N TR T O ROOD Y AND ODORS ENAMEL EBBST�sEle-0l, 3. SPRAY EYd THIN COATS OF SHADED MOAN MOAN ON THE STEEL UNTIL 1lTAL MET.. 4. ANTALL CLEAR 40007E SEALINT UOUS MONO EDGE L AN D SLOE 119 MA ME ST. SEAMS. 'M W101 N CMCD NY BROWN 206'441 -8017 6. USE FL400 ORE FN FAALm SARNI E6TNIAINL EXISTING PARTITION PARTITION PARIR10N4 m BE 3 9 TYPE METAL W ST EK 1Y ec wMF 7 O ST 4, E THE LTIC RO O RU N MAWUOIA ro e ABOVE TIE CE PMT BE J S �pe. METAL STUD BAND ON AT iC MN • R CC I" me'-O AFT. ATP. N BOTH . A TE RUN UN CON 101161 ALFA m B M CONDOM -0' OFF. N TE EDT CONDOM MATERIALS SCHEDULE 0 NUMBER MB MATE%LL nwsK COMBER (R6: FlNEH 60..0 EORPI ❑ WNr tameav rrun METER 0 MISKN .11301 (REF: WARN BLUCN) ETEVA SHEET LL _ _LANDLORD MC MUM T.G.C.- - musts DERMAL COMPACTOR ALP. LE _ _ MRSN FLOOR MARC O S- 0'z4' -!' 1 Ma O `J O Y -0'x -8 x 13/4 O - O'xB -Cx 13/i• NOT USED 3 • A'-Tr = 1 3/4 ENDING OROU.P F ] ICU dIWY mAP ALL SAPPIRD LLEDFr 01 2' -0 3 e' s i wB 7 1 I �,I -N1pID r- CEILING AT 10' -6' TOP ABOROM VERI DTH x O 4 F.- 2L • NOIro RFDROaIFD' ll.w/ OII H`OVROl1 tamp ,.. NO NIbO- "B,W1EeDTNw NR AIO "IOFS. EMDOV1Of. PAOC RELEASE - ';.a'. HOLLOW CORE MOOD DOOR m BE NAN, w/1 • 18"AFF N RIELY JI. W/.' 1/{: -CLEAR 09100. ON SALES BEE NIUDNR SCE ,., ,. Yr LOLLOP CORE Ig00 DOOM TO BE FARO W . BOTTOM 1C ul NINNY 4161 ' w/ j CLEAR •10141 ON sNN; wx l OM. A.A ® • .. - RDA D OOR S CHEbUL . OSILBOL 0890.715 A9WmID ion MA AG®rry A FACTORY 11161 MOW 01..9. F f17.4“ A WARD PAIIIIN 5 Masts FOR AL HAMWME Alma K WM. MAMMA METAL (1DORCf;YE15 5024 it0.® I1 Doc IN 815 -FRAM PAD. ®. ... METH. DOOR I: ERNIE PTDa.r waif 0197 AREA SUMMARY O 0-0 1/2" HARDWARE SCHEDULE TOTAL AREA 5045 SO FT. TOTAL AREA Q49.9f ' SO fT PER PLANS PER LEASE , SALES AREA 3790.5 SQ FT CLG HGT 11' -0" A.E.F. 1075 SQ FT GRILLE WIDTH 13' CLEAR WORK AREA 852.5 _SQ,FT. POP -OUT 24 OFFICE EC.B SQ.FT. FIRE CORRIDOR 179.5. SQ FT. STOREFRONT WIDTH 38' -'0 3/4" OOSTRD DEMISING PARTITION - T.G.C.' TO VERIFY COND.. OF WALL AFTER DEMODUIDN AND REPLACE OR REPAIR DAVAGE ..OYP.OD....' TO BRING TO A 1 HOUR. RATED PARMION.... TYPDLL FOR ALL WALLS, TENMI. SIDE ONLY... (MNNTAINUL 0485) LU ,�TATlB? ST e46 SOkilbeit No . Tukwflo, WA „.a 98188 •58D88 Q7Ij'a LEASE rag O Storefront Elevation SCALE 117 = 1'-O 12. DIAMOND PL BASE OVND PULE O 2 Interior Elevation SCALE 1/4' = 1'dY COS MO MALL BULKHEAD 1/2" TEMP. CLASS 12 GLAZNG BASE DA DDMDUD PLATE O 4 Interior Elevation SCALE 1/4' — 1'-O N OM ENDGM � IMI -11 C) Interior Elevation SCALE 1/4' 1'-0 T -1 P -71 12" METAL BASE sMOOnI sIm LAM Isom" •••••• , • ■■■ •••• ' •••1• •••••1111 ■.■■■. •••••• ■11■■■■ MIME == 174r 145.7 0141 onion ■■14141414 ■■�■. ■■■■ ■■■■■■iii■■■■ ■■ ■■■■■■■■ =iiii. ■ iiii MERE ••• U■UU■■ 101$11••••••• ••••••••••• ••11111. •••••• fi MINE ■ ■r ■■.I MUM ■■141 111 MICEI I WC - 1 J s --- WC -11 r 6" METAL ENDOW t741 T OBLIQUE BUQU GLAZING 6" METAL ENDCAP — 6 METAL ENDCAP 1•11211 ■ ■_ i■■ ■1 ...■■iii NNE mmum ■ ■ ■fiifi '-a ...1 .■ ■-iiii Imo ■.■I ■■ ■iiii— -. .. ■1 : i:. MU •111••••••1111 MIN �IIMII r74r ® r- - OBUQUE PL -2 I LINE z ENDCAP IN FOREGROUND 1 2" TEIAP. 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GLASS BASE 12" GLAZING B. DIAMOND PUTS OPTION B ON 1 I Li CONELTIO ,. 1521 NORTH 0 SUITE 60 ARLINGTON ( u J M SisetTlit STOftEFRONT -1414 '10 . . NOTE: SIGN ACCFSS TO BE SEALED TIGH. TO _ A 1414 II II ( =TING MALL ( EX6IRIC MALL BUUKAD ) MM.) > \ O ^ , SE/JA 1 -6 / ` I ( — ( — ( _ I I II II t° I I 1/2 TEMP. .- CLL£S f3 } tl .•....... • I 0717 NO— : t T , r r r 1] r ( tliGik r � °Qa,Mc I NEUTRAL F. LEASE LAME 1 2' TEMPERED NEUTRAL STRIP MOUND a IRE \.. PIER T L f - —SEAM PL -61 L61L SIGN FACE suit, LETTETtS cur FROM MEPL PANEL W/ MHffE I PUSH -THRU PLEJI IETfQ6. SEAM ) . - i PI 6 1 1 O 13' -0" MPERED 1 3" PANT TO CH T.G.C. LL PALM NEUTRAL O PIER ER ( ( C7 I I MI 11 12' GLAZING BASE 12"9 A ➢ LNC BASE 1 ' ML -11 LEASE rag O Storefront Elevation SCALE 117 = 1'-O 12. DIAMOND PL BASE OVND PULE O 2 Interior Elevation SCALE 1/4' = 1'dY COS MO MALL BULKHEAD 1/2" TEMP. CLASS 12 GLAZNG BASE DA DDMDUD PLATE O 4 Interior Elevation SCALE 1/4' — 1'-O N OM ENDGM � IMI -11 C) Interior Elevation SCALE 1/4' 1'-0 T -1 P -71 12" METAL BASE sMOOnI sIm LAM Isom" •••••• , • ■■■ •••• ' •••1• •••••1111 ■.■■■. •••••• ■11■■■■ MIME == 174r 145.7 0141 onion ■■14141414 ■■�■. ■■■■ ■■■■■■iii■■■■ ■■ ■■■■■■■■ =iiii. ■ iiii MERE ••• U■UU■■ 101$11••••••• ••••••••••• ••11111. •••••• fi MINE ■ ■r ■■.I MUM ■■141 111 MICEI I WC - 1 J s --- WC -11 r 6" METAL ENDOW t741 T OBLIQUE BUQU GLAZING 6" METAL ENDCAP — 6 METAL ENDCAP 1•11211 ■ ■_ i■■ ■1 ...■■iii NNE mmum ■ ■ ■fiifi '-a ...1 .■ ■-iiii Imo ■.■I ■■ ■iiii— -. .. ■1 : i:. MU •111••••••1111 MIN �IIMII r74r ® r- - OBUQUE PL -2 I LINE z ENDCAP IN FOREGROUND 1 2" TEIAP. IMI 1 P EASE D 1Y O 4ND PLATE 6' 6' METAL ENDCAP ML -11 6" METAL ENDCAP OI ML -1 r41 - -- WC- I MIRE NMI PANEL x 3 MD FRAME \ ^i IIl 14iiii■■■■■■■■■■■■iiii14 111111■ ■■■■■■ 14141414■■ ■■■ 111111••••••••••••11111 14.11,■■■ •■■■■■ ■■ ■111111 1111•••••••••••1011111 1414141414■■■ ■■■■■■ ■ ■■14 111 1414141414 ••■ •1I•••••••141414 1414141414 ••••••••••••1414141414 141414614■ •■ ••••6'111111111011 1414 ■1414■ •■ •■ ••11 ••••141.141414 14111414 ••••••••••••/1141414 P man OBLIQUE OBLIQUE O Interior Elevation 3 SCALE 1/4 1'-a PL_ I WC -1 / I 6 "ML -1METAL 1 ENOfIP 6" METAL ENCCAP �\ I M - EMI META ENDCM .151 OMR L PL - 2I EscE1 CI3- 6" METAL ENDCMIML 11 {TARE YEW PANE ix3 I �� X II • I r o i MESH PANEL MD FRAME 6' MEfA1 ENDCAP 6" METAL ENDCAP rL41 NOTE NLPADVALVEVICAL STANDA. MAIL IE MCP AND CIREWA i PAN: SEW! BE 11 SHALL BE 41• TO MON THE. SIR 6 METAL QICCM 6 O Fittin Room Door Elevation s� j � = 1 .- c . 11' 6" Slatwall Elevations SCALE 1/P OPTION A MAu 14-14 BULNIMFAD 1/2" TEMP. GLASS BASE 12" GLAZING B. DIAMOND PUTS OPTION B ON 1 I Li CONELTIO ,. 1521 NORTH 0 SUITE 60 ARLINGTON ( u J M SisetTlit STOftEFRONT J V , 1 ' I II II ` LINE or ENOCAP IN FOREGROU I I 11 I:. • 1414 \ O ^ , SE/JA 1 -6 ) I ( — ( — ( _ I I II II t° I I 1/2 TEMP. .- CLL£S ) — ) _ .•....... • LEASE rag O Storefront Elevation SCALE 117 = 1'-O 12. DIAMOND PL BASE OVND PULE O 2 Interior Elevation SCALE 1/4' = 1'dY COS MO MALL BULKHEAD 1/2" TEMP. CLASS 12 GLAZNG BASE DA DDMDUD PLATE O 4 Interior Elevation SCALE 1/4' — 1'-O N OM ENDGM � IMI -11 C) Interior Elevation SCALE 1/4' 1'-0 T -1 P -71 12" METAL BASE sMOOnI sIm LAM Isom" •••••• , • ■■■ •••• ' •••1• •••••1111 ■.■■■. •••••• ■11■■■■ MIME == 174r 145.7 0141 onion ■■14141414 ■■�■. ■■■■ ■■■■■■iii■■■■ ■■ ■■■■■■■■ =iiii. ■ iiii MERE ••• U■UU■■ 101$11••••••• ••••••••••• ••11111. •••••• fi MINE ■ ■r ■■.I MUM ■■141 111 MICEI I WC - 1 J s --- WC -11 r 6" METAL ENDOW t741 T OBLIQUE BUQU GLAZING 6" METAL ENDCAP — 6 METAL ENDCAP 1•11211 ■ ■_ i■■ ■1 ...■■iii NNE mmum ■ ■ ■fiifi '-a ...1 .■ ■-iiii Imo ■.■I ■■ ■iiii— -. .. ■1 : i:. MU •111••••••1111 MIN �IIMII r74r ® r- - OBUQUE PL -2 I LINE z ENDCAP IN FOREGROUND 1 2" TEIAP. IMI 1 P EASE D 1Y O 4ND PLATE 6' 6' METAL ENDCAP ML -11 6" METAL ENDCAP OI ML -1 r41 - -- WC- I MIRE NMI PANEL x 3 MD FRAME \ ^i IIl 14iiii■■■■■■■■■■■■iiii14 111111■ ■■■■■■ 14141414■■ ■■■ 111111••••••••••••11111 14.11,■■■ •■■■■■ ■■ ■111111 1111•••••••••••1011111 1414141414■■■ ■■■■■■ ■ ■■14 111 1414141414 ••■ •1I•••••••141414 1414141414 ••••••••••••1414141414 141414614■ •■ ••••6'111111111011 1414 ■1414■ •■ •■ ••11 ••••141.141414 14111414 ••••••••••••/1141414 P man OBLIQUE OBLIQUE O Interior Elevation 3 SCALE 1/4 1'-a PL_ I WC -1 / I 6 "ML -1METAL 1 ENOfIP 6" METAL ENCCAP �\ I M - EMI META ENDCM .151 OMR L PL - 2I EscE1 CI3- 6" METAL ENDCMIML 11 {TARE YEW PANE ix3 I �� X II • I r o i MESH PANEL MD FRAME 6' MEfA1 ENDCAP 6" METAL ENDCAP rL41 NOTE NLPADVALVEVICAL STANDA. MAIL IE MCP AND CIREWA i PAN: SEW! BE 11 SHALL BE 41• TO MON THE. SIR 6 METAL QICCM 6 O Fittin Room Door Elevation s� j � = 1 .- c . 11' 6" Slatwall Elevations SCALE 1/P OPTION A MAu 14-14 BULNIMFAD 1/2" TEMP. GLASS BASE 12" GLAZING B. DIAMOND PUTS OPTION B ON 1 I Li CONELTIO ,. 1521 NORTH 0 SUITE 60 ARLINGTON ( u J M SisetTlit STOftEFRONT IS WIRE - 2 STRANDS 0 4' O.C. ATTACH TO LL STEEL JOISTS 0 BOTTOM CHORDS ONLY 1 i/2' COLD ROLIID C- CANNEL O 24' O.C. 3 5/8' MIL 50(0 BRACING TUBE COL FOR GRILLE SUPPORT GIRLIE TUBE COLUMN TO BE UTERALY BRACED YAM STEEL ANGLES TO STRUCTURE ALONE. O.H. GRILLE HOUSING 4 , 11' -B' IP -1 LP 1 I 5/8 GYP BD. 12 KIDBCSE SY00M STEEL Show Window Section SCALE 3/4° a 1 O 4 Show Window Section SCALE 3/4' vAr FASTING MALL BULgfAD 3/8• RACK MEAL REVEAL 3 NLEM, STRIP AROUND SRM6RONT BY T.G.C. PAMT TO MATCN LL NEUTRAL P19L GYP. B0. B 1 WHTIE (RIIEFOOR) OE:E1 SIGN FACE ALUMINUM ANGLE SIGN ACCESS SIGN LETTERS CUT OUT OF METAL FACE NM PUSH-11.111U WHNE FLEX LETTERS EEDI CAP IN SOFFIT FOR O.H. GRILLE PASSAGE PNM BLACK FLWR. FIXIUPES MID. i0 GYP. BO. BY T.G.. SUPPUEO DY T91111T. HET 6 /A4 LEASE UNE LL STEEL JOISTS O BOTTOM CHORDS ONLY 1 1/2' COLD ROLLED C- CHANNEL O 24' O.C. 3 5/8' NR SAID BRILING ADJUSTABLE HANDRAIL SYS.. REF: 15 /A4o OLT3D L0 Nag o 8 S r (2) LAYER 5/8' TYPE X' GYP. BD. I ML -4 I 5/8• F/R PLYWOOD 3 5/8' FLOOR FRAMING 6' METAL STUDS 12' IM-1 IBOSE SMOOTH STEEL O 3 Show Window Section SCALE 3/4• NOTE SIGN FACE MANUFACTURER TO SUPPLY BACK WEATHERS FOR INSTPllATN1N MOUND SIGNFACE OPENING TO WALE UGFRBOX UGHT TIGHT CD Bulkhead Detail NOT TO SCALE NOT TO SCALE 2' -0' A Li _ ht Fixture Elevation for Sign COSTING W11 BULKHEAD PROTECT DURING CONS, 3/ BLACK METAL MEAL. 3' NEUT. SRBA MOUND STORMONT BY T.G.C. PAM TO MAiCN LL NEUTRAL PFR IJR STUD FACE OF GYP. B0. Lk — ADJUSTABLE 15/AS SYSTEM. REF: 15 /. /2' 1EMP. GASS LEASE UNE NR. BASE MALL FLOORING TO GLAZING BASE TO EASING DEMISTING NEUTRON - T.G.C. TO N10TFY CONDITION OF WM1 AFTER DEMOLRKM AND REPLACE OR REP. DAMAGED GYRBO. TO BRIG TO A 1 HOUR RATED PARBBOM. TYPICAL FOR Ali WALLS. TENANT SIDE ONLY. (LAWMAN UL 0465) UNE OF SOFFIT MOVE 5/8' 'JOE TM. AU. SIDES LEASE UNE 1 J2 19(31. GLASS ADP_ISTAP E WNGRAIL 05411 INSTALL ON SOITIT. REF: 15/04A MALL ELAORDIC TO CLOSURE UNE BY TGC B COP IN SOFFIT FOR O.H. GRILLE PASSAGE LINE OF RECESSED SIGN ILWYINATION BOX ABOVE 3 5/e' MIL FRAMING 5 B' GIP. BD. . Ai SIOLS 01Q7 TY, ALL SIDES /8'NOf M. NI SILKS ADJUSTABLE RANG.. SYSTEM. INSTALL ON SOFFIT. REF: 15/A4A 1/2 TEMPERED GLASS BASE BELOW 5/8 NT, MAW. 5/8 GYP. BD. ESP. ALL SIDES TO EXTEND TO ME NEUTRAL STRIP 3/8 BUCK NR. REVEAL 6' YTL DIE/CAP R E7� UNE Of SOFTR ABOVE EDGE OF IT HIP4 RASED PLATFORM EDGE OF 12 HIGH RAISED PLATFORM UNE OF SOME ABM 6' NIL 'mewl= TEL C -1 O Storefront Plan SCALE 1/7 a 1 1 -0 1 —COSTING NEUTRAL TIER 3/8 BLACK MIT. REVEAL J NEUTRAL PIER EIOSRNG DEMISING PARTITION - T.G.C, TO VERIFY COMMON OF WALL AFTER.OEMOLMON AM REFUGE OR REPAIR DAMAGED GYM. TO BRING TO A 1 HOUR WED PARTITION, TYPICAL FOR AL. WALLS, TENANT DOE %LY. (Warta IL U4B5) 1) MAN -9 PS HMO , ; Dh�8K 3 N.. 9L1R- APR 1 6 2o6) DBMS" comsuutio 152 No .: SUITE.." 8084410x+ TTY,; 8IUd Budd. 846 �• ►� Tukwila, 98188 rTIITIII��� �� OU11dU1 SECTION I C 11 WAN.. STRIP TRIG F1MSH we - 1I SR. SIRUCT. 1/4" LETAL TOP CAP F Column Detail 1 SCALE „/2' — 1'-0• METAL rfARAllo 7RAMROI SIPoP BONDING COMING NEW 1/2" CON°. NNGH we LIED ABOVE T,OP Darr GONG GONG Br ra \ c. O Conc./ Tile Trans. SCOTLE G 44 'NV --CARPET EDGE CarpetNCT Trans. SCALE 3' �1 5/8' METAL FURRING STUDS COLUMN SURROUND DEMISING WALL \ 5/8' TYPE 'X' GYP. BD. / LEASE UNE O Furr -Out Detail 5 SCALE 3/4' = O 6 Head Detail SCALE 3' = ,.x. ON 5/8' TYPE 'X" GYP. BD. MTL. FURRING CTvWNEL AS REOD. FUJk k CLOSURE UNE I yr - 11 n T O C ROOFING TO CLOSURE CANE F T.G.C. PURCHASE TILE FROM vNaoRo I c -Y I NEW I//2' . vE r- -- AAB (PRIED CON° EXIST. CONC. BYY T.G.C. EMT CONC. SUB 1/8" ROUND OVER 5/8' GYP. BO00 r scALE 3 1'd)' TYP. 0 OUTSIDE CORERS O Platform Detail SCALE 3' = 1'-0' O 9 Head Detail SCALE 3• - ,'-0• C Plan Detail SCALE 3. =,10, O Plan Detail SCALE 3 ._ ,,x. Sro1F DO PAINT AREA POLISH EDGES TO A 90. 1/8' Cp s Vitricor Corner Detail 0 Seam Detail - i P -1 I NOT TO SCALE TYP. a ML EZE:1 sEAMs EL SIGMGE SELL COFOFM WAIN ADA ACCESSIBRAY GUIDELINES: LETERS AND NUMBERS MUST BE WISED 1/7x' PROM SIGN SURFACE CH/RAI.TEA HEIGHT MUST BE AT LEAST 5/8' BUT NOT EXCEED 2'. 3. TYPE STYLE FOR LERERS AND NUMBERS SOU_ BE SANS SETS OR SIMPLE SERF. W. WORDS AND NUMBERS MUST BE COMrEB1E0 INTO GRADE 2 BRNUE, AND 8E APPLIED TO SIGN. 5. PICTOGRAMS SWEL: BE ACCOMPNI, BY ME EOUNMENT VERBAL OESCDRON PUCED DIRECTLY BELOW PICTOGRAM. !DZ 01NOi DE MOM TaaN1t8 LIE MO R MO C OMO MT 61WFUN 901110E AMMO= MOW ME I W W MONO B IS N /� pW�I1IpI1t 6 HOODS .NC R.v 01000 MOS . TOM PaHW TO PACNN A OAS 311070E O O1N SOW W OE "MX Cr TIE Me TIE MOM COM /!PORN 6 NE POUND OE E MAW 106W6 POMO MS A TOM MO 01 ME- CULT MOW OMB MOOG OBE ONMR MAW OA MOO WWII IS DORM 7 I/4' L� • 'n MEN TYROL COPIER • t WOMEN 1 OE 7 - n I °ONO I. BUTT 1/2 TEND. CUSS E PER DLTNL 1 /314 FOR wa1 canTRUCnoN O Glass Joint Details 14 FULL SCALE 7 1/C ACCESSIBILTY SIGN ANSI APPRO. ES. PLASTIC NE/M RATED SELF EDINGUISHWG ADHESNE MOUNTED O 17 Toilet Room Signage SCALE rNr -O I I CONDI ON O Enl arged Toilet Rm. Plan SCALE NOTE REF: 18/Ma PIX2 GRAB r OETNLB. AND TODET RDOM NOTES NOTE RED 8 /A6 FOR TYPICAL TOILET RM. ELEVATIONS. FOR M.O. ONLY) D RINKI NG 8FF: 3 N REF: 3 /312 TRACK O 15 Hang Rail Detail N.T.S. ( hr/ 'l�� ANCHOR PLATES ARE 12 CAWCE STEEL MO 3' WEE (CENSOR VANES). FURNISHED MO STEMLESS STEEL MNSIINE SCREWS TD S ESCURE WALL R BY TO 1 1 /2' THICO. ANCHOR PLATE G SCR TO SNOS BY WENDING, WPoNG OR SELF THREADING SCREWS. O Toilet Room Notes 18 NO SCALE 5/8 " GYP. , WATER ceRr.. ME EIGHT 6 REQUIRED M BE A ORM or 17 NOES AND A OVUM OFIB. NOES MEASURE TO TE TOP OF TE '.. SEAT. Mel COMOROS NE TO BE OPERABLE BY N REWIND HINDU WON.A WWEN CROCE FORCE OF 3 RE. OR BY A 810E LOW VOLTAGE BUTTON. TIE WOE OR BUNION 6 TO BE UGTED SO 16 OPINE. M OUT REDWING DRESSER BOOT EINGENR.• TIE RBO7ENDF6. FOR IOIET CO PAROE7N13 DEPEND Oh ME SITE OF TIE WATER CIDSiT; BO 16 MOTO. M KNOW NW THE 0/E 6 LINO WEN DESIGN. OE MI LEY RTE. ROE 319E NEWS TIFFS AVNVRE ND °LIFETIME DOOM WY OUSE LITER OUTAE3_ IN THE WATER CURET LEM TIE FDUDWWB TABLE 6 A ODNfkWOON OF THE MEAL NES PINWALE N OE COMOLT USED TYPES CF SUER CID4TlL E THERE 6 MAY DOUIE DESIGN FOR THE MOST ro:s THAT MGR BE USED. UVAIOY.. PRNIWC A WARY. OF AT 1WT Ti NCNB FEW THE FLOOR TO THE BOTTOM OF TIE APRON IRON PEE 0/ENYEZ UNDER THE FEINT LP EXIODW A WON OF 30 NOES NOE NO 8 MO MNADF DEPU AT RE TOP. NOCE TOE OENRWRE AT LEAN 30 NOS ICE. ro 0 NOES /BOYF THE FLOOR ND 17 NOES DEEP FAD ME FENT OE LEANNE FOOD( A OEM FLOOR SP. 30 NOES Br 48 Dee N FONT OF TIE uvAso Y. RE MDR SPICE WY OEM NIO NEE NO ME SP. U CEREATH TIE OVATOM. -. FEMME OR DOER HOT WEER NO ORAN N ES.MO O '. . uWTan� NO SWAP oR mums SURress NE MIMED DEER I LAVROES. rsoxr CONTWLS AND OPOLE. NOM= RAE REEVED roBEDOUBLE HMI OEFEW.MDGONorROW. MOPING PROM OR TESTED OF 11E -DDT. DE FORCE RAPED TO /CRATE CONIROS 6 NOT TO COXED DE. Ma-OPERATED, PUSH-TEE. MD EIFCBONCNLY COMM YEOMEN NE DIMPLES OF AMEPPBE DESIGNS. SELF- CLOSE NOES NE AMONTO4F TIE MICR FOL. OEN FOR R LEAST 10 SEIXINOS A CESSOFM WERE TOWL, BlxmRr N.PIOR AND mom RECEPEOES IND SOAR COSPENSNO . DISPOSAL FIXTURE OCH TAPE LOCO OPO19E 'ROMEO CCM a: SLOTS, NOFNI 40 NOES FAOY TIE FLOOR mown IRIN016 WI THE BOIBM EDGE ND IRE TWA 48 NOTES FROM TIE FLOOR. LDGVE Taw T68E a7N1GE6 ax TE'E Wn.l ,1 . NOES OF THE ME EDGE OF OE TOAEE SNY : GWB BN6 Locus Ow ago ON EACH SEE' OR ONE SIDE NO:71E AALIT. OF THE MATER asst ss pOES NNE AND warAi T. TO TIE FLOOR. CRAB EJA. AT 11E SIDE ARE SO DER LEAST 41 ITCHES LONG IWN RE FRONT END P06O0/m 24 NOHES.N MONFOF.RE WATER CLOSET..GRAI MEE R TIE BALL IWI NOT BE L T°N. sWNpES lDN0. 18 11e MOSS. SWPE FIOLWE R OWPPBD N/4 SWE P WILL BARS 0E IRE 12. A ADJILYM'A A A F WILL, TE TRIG( BEIWETN THE WEL AID 1Y[ GRAS BAR roWE 11/2 NOES. ORE DNS SIWL NOT ROTATE. FAIR BARS AND NR SUGACE' ADJILEM TO TNON OF NOT HALE OR( C C OR NWL£+E EIEYOIIS TONES ,IPE 113 KAYE A 1NININ NOUS OF IA ROL. T.,41,1\ 1A SIC 1 6 1051 •;i1t ..4;LIIII U MIllii , 1' Eg Il..4� LLr PiLLLLLL /`r► :4iraiii gkriffrAIMMI NNW SECTION I C 11 WAN.. STRIP TRIG F1MSH we - 1I SR. SIRUCT. 1/4" LETAL TOP CAP F Column Detail 1 SCALE „/2' — 1'-0• METAL rfARAllo 7RAMROI SIPoP BONDING COMING NEW 1/2" CON°. NNGH we LIED ABOVE T,OP Darr GONG GONG Br ra \ c. O Conc./ Tile Trans. SCOTLE G 44 'NV --CARPET EDGE CarpetNCT Trans. SCALE 3' �1 5/8' METAL FURRING STUDS COLUMN SURROUND DEMISING WALL \ 5/8' TYPE 'X' GYP. BD. / LEASE UNE O Furr -Out Detail 5 SCALE 3/4' = O 6 Head Detail SCALE 3' = ,.x. ON 5/8' TYPE 'X" GYP. BD. MTL. FURRING CTvWNEL AS REOD. FUJk k CLOSURE UNE I yr - 11 n T O C ROOFING TO CLOSURE CANE F T.G.C. PURCHASE TILE FROM vNaoRo I c -Y I NEW I//2' . vE r- -- AAB (PRIED CON° EXIST. CONC. BYY T.G.C. EMT CONC. SUB 1/8" ROUND OVER 5/8' GYP. BO00 r scALE 3 1'd)' TYP. 0 OUTSIDE CORERS O Platform Detail SCALE 3' = 1'-0' O 9 Head Detail SCALE 3• - ,'-0• C Plan Detail SCALE 3. =,10, O Plan Detail SCALE 3 ._ ,,x. Sro1F DO PAINT AREA POLISH EDGES TO A 90. 1/8' Cp s Vitricor Corner Detail 0 Seam Detail - i P -1 I NOT TO SCALE TYP. a ML EZE:1 sEAMs EL SIGMGE SELL COFOFM WAIN ADA ACCESSIBRAY GUIDELINES: LETERS AND NUMBERS MUST BE WISED 1/7x' PROM SIGN SURFACE CH/RAI.TEA HEIGHT MUST BE AT LEAST 5/8' BUT NOT EXCEED 2'. 3. TYPE STYLE FOR LERERS AND NUMBERS SOU_ BE SANS SETS OR SIMPLE SERF. W. WORDS AND NUMBERS MUST BE COMrEB1E0 INTO GRADE 2 BRNUE, AND 8E APPLIED TO SIGN. 5. PICTOGRAMS SWEL: BE ACCOMPNI, BY ME EOUNMENT VERBAL OESCDRON PUCED DIRECTLY BELOW PICTOGRAM. !DZ 01NOi DE MOM TaaN1t8 LIE MO R MO C OMO MT 61WFUN 901110E AMMO= MOW ME I W W MONO B IS N /� pW�I1IpI1t 6 HOODS .NC R.v 01000 MOS . TOM PaHW TO PACNN A OAS 311070E O O1N SOW W OE "MX Cr TIE Me TIE MOM COM /!PORN 6 NE POUND OE E MAW 106W6 POMO MS A TOM MO 01 ME- CULT MOW OMB MOOG OBE ONMR MAW OA MOO WWII IS DORM 7 I/4' L� • 'n MEN TYROL COPIER • t WOMEN 1 OE 7 - n I °ONO I. BUTT 1/2 TEND. CUSS E PER DLTNL 1 /314 FOR wa1 canTRUCnoN O Glass Joint Details 14 FULL SCALE 7 1/C ACCESSIBILTY SIGN ANSI APPRO. ES. PLASTIC NE/M RATED SELF EDINGUISHWG ADHESNE MOUNTED O 17 Toilet Room Signage SCALE rNr -O I I CONDI ON O Enl arged Toilet Rm. Plan SCALE NOTE REF: 18/Ma PIX2 GRAB r OETNLB. AND TODET RDOM NOTES NOTE RED 8 /A6 FOR TYPICAL TOILET RM. ELEVATIONS. FOR M.O. ONLY) D RINKI NG 8FF: 3 N REF: 3 /312 TRACK O 15 Hang Rail Detail N.T.S. ( hr/ 'l�� ANCHOR PLATES ARE 12 CAWCE STEEL MO 3' WEE (CENSOR VANES). FURNISHED MO STEMLESS STEEL MNSIINE SCREWS TD S ESCURE WALL R BY TO 1 1 /2' THICO. ANCHOR PLATE G SCR TO SNOS BY WENDING, WPoNG OR SELF THREADING SCREWS. O Toilet Room Notes 18 NO SCALE 5/8 " GYP. , WATER ceRr.. ME EIGHT 6 REQUIRED M BE A ORM or 17 NOES AND A OVUM OFIB. NOES MEASURE TO TE TOP OF TE '.. SEAT. Mel COMOROS NE TO BE OPERABLE BY N REWIND HINDU WON.A WWEN CROCE FORCE OF 3 RE. OR BY A 810E LOW VOLTAGE BUTTON. TIE WOE OR BUNION 6 TO BE UGTED SO 16 OPINE. M OUT REDWING DRESSER BOOT EINGENR.• TIE RBO7ENDF6. FOR IOIET CO PAROE7N13 DEPEND Oh ME SITE OF TIE WATER CIDSiT; BO 16 MOTO. M KNOW NW THE 0/E 6 LINO WEN DESIGN. OE MI LEY RTE. ROE 319E NEWS TIFFS AVNVRE ND °LIFETIME DOOM WY OUSE LITER OUTAE3_ IN THE WATER CURET LEM TIE FDUDWWB TABLE 6 A ODNfkWOON OF THE MEAL NES PINWALE N OE COMOLT USED TYPES CF SUER CID4TlL E THERE 6 MAY DOUIE DESIGN FOR THE MOST ro:s THAT MGR BE USED. UVAIOY.. PRNIWC A WARY. OF AT 1WT Ti NCNB FEW THE FLOOR TO THE BOTTOM OF TIE APRON IRON PEE 0/ENYEZ UNDER THE FEINT LP EXIODW A WON OF 30 NOES NOE NO 8 MO MNADF DEPU AT RE TOP. NOCE TOE OENRWRE AT LEAN 30 NOS ICE. ro 0 NOES /BOYF THE FLOOR ND 17 NOES DEEP FAD ME FENT OE LEANNE FOOD( A OEM FLOOR SP. 30 NOES Br 48 Dee N FONT OF TIE uvAso Y. RE MDR SPICE WY OEM NIO NEE NO ME SP. U CEREATH TIE OVATOM. -. FEMME OR DOER HOT WEER NO ORAN N ES.MO O '. . uWTan� NO SWAP oR mums SURress NE MIMED DEER I LAVROES. rsoxr CONTWLS AND OPOLE. NOM= RAE REEVED roBEDOUBLE HMI OEFEW.MDGONorROW. MOPING PROM OR TESTED OF 11E -DDT. DE FORCE RAPED TO /CRATE CONIROS 6 NOT TO COXED DE. Ma-OPERATED, PUSH-TEE. MD EIFCBONCNLY COMM YEOMEN NE DIMPLES OF AMEPPBE DESIGNS. SELF- CLOSE NOES NE AMONTO4F TIE MICR FOL. OEN FOR R LEAST 10 SEIXINOS A CESSOFM WERE TOWL, BlxmRr N.PIOR AND mom RECEPEOES IND SOAR COSPENSNO . DISPOSAL FIXTURE OCH TAPE LOCO OPO19E 'ROMEO CCM a: SLOTS, NOFNI 40 NOES FAOY TIE FLOOR mown IRIN016 WI THE BOIBM EDGE ND IRE TWA 48 NOTES FROM TIE FLOOR. LDGVE Taw T68E a7N1GE6 ax TE'E Wn.l ,1 . NOES OF THE ME EDGE OF OE TOAEE SNY : GWB BN6 Locus Ow ago ON EACH SEE' OR ONE SIDE NO:71E AALIT. OF THE MATER asst ss pOES NNE AND warAi T. TO TIE FLOOR. CRAB EJA. AT 11E SIDE ARE SO DER LEAST 41 ITCHES LONG IWN RE FRONT END P06O0/m 24 NOHES.N MONFOF.RE WATER CLOSET..GRAI MEE R TIE BALL IWI NOT BE L T°N. sWNpES lDN0. 18 11e MOSS. SWPE FIOLWE R OWPPBD N/4 SWE P WILL BARS 0E IRE 12. A ADJILYM'A A A F WILL, TE TRIG( BEIWETN THE WEL AID 1Y[ GRAS BAR roWE 11/2 NOES. ORE DNS SIWL NOT ROTATE. FAIR BARS AND NR SUGACE' ADJILEM TO TNON OF NOT HALE OR( C C OR NWL£+E EIEYOIIS TONES ,IPE 113 KAYE A 1NININ NOUS OF IA ROL. T.,41,1\ 1A SIC 1 6 1051 NOTE HOOK 0 4 -0' PFF IN RMINCAP DRESSING ROOMS ONLY NOOKS O 5 -0' AF.F. CENTER ON WALL 2 x_ FAT WOOD OLOCI FOR HOOK INSTALL. JO' x 48', 1/4' MIRROR 110lINEED O 20' AFF. ON giEr OU F WHERE E SHOWN ON PIONS 5/8' F/R PLIXVOD MRER CUT BASE 8' 5/ ct8suu oN METAL sn SE01 ro oEa SCALE 3/4• - 1'-0' ® Wingwoll Detail SCALE I 1/7 1,7 Wingwall Detail SCALE I 1/7 I R - 2 I • Fittin • Roorn Section O H.C. Bench Detail ' SCALE 1 1/7 - 1'-0 E57;7417 0'x16' /4' MIRROR ON 17 OF F/R DOOR par. 14 SE12410E SIGN 4E8Rf11 0 64• TO TOP Di NLWE C ME1N. ENDCNH ML-1 3 3, METAL BRME O 48' O.C. 3 5 /8' 20 0 16 0.0. ga. METAL STUD SUPPORTED LATERALLY ro STRUCTURE 0804E SHOFLIFTING slow (3' K 4• Comer Detail SCALE 3/4 1,7 O Furr Down Detail 5001E 1 1�t- P-0' O Corner Detail SCALE 1 1/2- 1.-0x 4' 18 ga. METAL STUD JOIST O 16' 5/8. 018506 80080 ON METAL 51005. SEAL TO DECK 0804E 6' M ETAL ENDCOPa= O Secondary Area Section SCALE 304• - 1'47 1 -6' (11) Holding Area Section SCALE 3/4• - 1'47 DEMISNG WALL 0 NOT USED 1 10 Corner cr Paycounter SCALE 1 , /2 . . 1'4 • 5/8' 0886088 80880 ON METAL SEWS. SBYL ro DECK ABP�E. 6' METAL ENOCIPf ® Wall Section SCALE 1 1/7 Fitting Room Section SCALE 3/4• - 1'47 14 _ Corner @ Feature Wall SCALE 3/4.. 1 0 sou 1 8P2 - 1 K3 WD. FRAME CWAINUODS MOUND WIRE MESH WIRE MESH FURMS ED BY LEN. INSTALLED 0Y TGC. ATTACH TO REM WAIL 45° CONDMON 5Ea1ON Wire Mesh Assembly Detail 0 rIgt - e aoas . -.Rx /8140, pY Fesature APR 16100 60.11++8.0 Buddb 296: 846 S W 98188 . woor 0411 M FYI 1 L •313. It I . 14111 E.•, a1 AROUND WI FIE MEW IL ME Aso FURNISHED 8Y TEN. INSTALLED BY MC -. ARICH 70 PFIR WALL n REF: 18/75!. ",:rs1g1 CYP90. - 5/8• PL TW O OD( MI MS J 5/8' 1ETAL SEIPDS • xu..-'.."446111111 I Y 1 11112.11 11112.11 .Z.151 1510. GYPSUM BOMD 111 ON S 5/8 OC. . C� 1e oc. T LOW WAIL REF: 13/A5 C. __. PREFABRICATED DOOR FAME 5/8 CiP ' STUD ). MING ROOM ON M E. ABOVE SEAL TO HMG ROOM DOOR NOTE HOOK 0 4 -0' PFF IN RMINCAP DRESSING ROOMS ONLY NOOKS O 5 -0' AF.F. CENTER ON WALL 2 x_ FAT WOOD OLOCI FOR HOOK INSTALL. JO' x 48', 1/4' MIRROR 110lINEED O 20' AFF. ON giEr OU F WHERE E SHOWN ON PIONS 5/8' F/R PLIXVOD MRER CUT BASE 8' 5/ ct8suu oN METAL sn SE01 ro oEa SCALE 3/4• - 1'-0' ® Wingwoll Detail SCALE I 1/7 1,7 Wingwall Detail SCALE I 1/7 I R - 2 I • Fittin • Roorn Section O H.C. Bench Detail ' SCALE 1 1/7 - 1'-0 E57;7417 0'x16' /4' MIRROR ON 17 OF F/R DOOR par. 14 SE12410E SIGN 4E8Rf11 0 64• TO TOP Di NLWE C ME1N. ENDCNH ML-1 3 3, METAL BRME O 48' O.C. 3 5 /8' 20 0 16 0.0. ga. METAL STUD SUPPORTED LATERALLY ro STRUCTURE 0804E SHOFLIFTING slow (3' K 4• Comer Detail SCALE 3/4 1,7 O Furr Down Detail 5001E 1 1�t- P-0' O Corner Detail SCALE 1 1/2- 1.-0x 4' 18 ga. METAL STUD JOIST O 16' 5/8. 018506 80080 ON METAL 51005. SEAL TO DECK 0804E 6' M ETAL ENDCOPa= O Secondary Area Section SCALE 304• - 1'47 1 -6' (11) Holding Area Section SCALE 3/4• - 1'47 DEMISNG WALL 0 NOT USED 1 10 Corner cr Paycounter SCALE 1 , /2 . . 1'4 • 5/8' 0886088 80880 ON METAL SEWS. SBYL ro DECK ABP�E. 6' METAL ENOCIPf ® Wall Section SCALE 1 1/7 Fitting Room Section SCALE 3/4• - 1'47 14 _ Corner @ Feature Wall SCALE 3/4.. 1 0 sou 1 8P2 - 1 K3 WD. FRAME CWAINUODS MOUND WIRE MESH WIRE MESH FURMS ED BY LEN. INSTALLED 0Y TGC. ATTACH TO REM WAIL 45° CONDMON 5Ea1ON Wire Mesh Assembly Detail 0 rIgt - e aoas . -.Rx /8140, pY Fesature APR 16100 60.11++8.0 Buddb 296: 846 S W 98188 . woor 0411 M FYI 1 o Paycounter Plan 1 SCALE P = r-0' I I / I I O Paycounter Elevation 2 SCALE f = r-0' FlNAL E SRION OF EQUIPM BY' SENSORMAPC TECHNICIAN (SALES AREA j 5' VTFIFY R COORDINATE WITH SENSORMAPC REP. THE ONLY ADHESNE OR FlLLER AI = BE USED OVER TO THE WKRECLOTH IS HIGH STRENGTH MORTAR CAVITY SIZE: 3 DEPTH, 48' WIDE BY LENGTH OF EXIT. A. 3/4' GONDUR, INTERCONNECPNG BETWEEN CDUNG AND ANTENNA CAVTY. EAtiY ACCESS MUST BE PRONGED WHEN INSTAWNG IN THE CEILING. G. DISPLAY PANEL - LOCATE ON REAR OF BULKHEAD ON OPPOSITE SIDE FROM CASHWRAr'. B. DUPLEX OUTLET RECEPTACLE LOCATED WRHIN ONE FOOT OF POWER P.K. ELECTRICAL REQUIREMENTS ARE 110 VAC, THREE WIRE, 24 HOUR CIRCUR WON LESS THAN .5 VAC BETWEEN NEUTRAL AND GROUND. C. PCKUR P.44 TRANSFORMER no :E ALARM. MUST BE CONCEALED AND INS -1 " 3° FEET OF POWER PACK TRICALLY INSTALLED AT STORE TALLED E(IT. E ANTENNA CAVITY, RLT n". TO SENSORMATIC REQUIREMENTS. F. ELECTRONICS ENCLOSURE FLOORMAX III SECURITY SYSTEM NICS ENCLOSURE OR ADJACENT O STAJNED CONCRETE MALL EASTNG MALL SLAB TRANSFORMER EEC. OUTLET ALARM UNIT NOTE: JOB FOREMAN TO CONTACT THE BUCKLE COR'PC,ITE HEADQUARTERS TO VERIFY WHICH SYSTEM TO INSTALL ROUNDED CORNERS IML -1I PL Al () Security System Information NOT TO SCALE NOTE FOR REFERENCE ONLY SEE FLOOR PLAN FOR EXACT CONFIGURATION 1 7H. GLASS SHBF W /POUSHm EDGES POLISHED SUPPORT ROD ATT.HED TO CASHWWY FRONT FIDE BLACKENED METAL ALL EXPOSED SURFACES LINE OF �llP -UP CWNRR 038' AFF. WHERE REQUIRED N -1 I NOTE: PAINT SUflFACALL FS I P I � Backwrap Detail SCALE 3/4' =1-0' A. CLOSET NOTE INSULATE ALL E1D'09E0 HOT WATER AND GRAN UN6 O Storage Box SCALE 3' = Y-0' 4' WALL STMIDAR° 16 O Toilet Room Elevations $ SCALE 3/8' O Rolling Stock Table Section TOWS ® 1 BBB .9. SINK. N WITH. 24' HOSE FLUSH ACINATOE ON WIDE SDE OF wATER 01168 NO HXikA THAN K AF.F.. G8T WRAP WT.DER O 6 Plan - Rolling Stock Table SCALE 3/4'=1-0' 3/4' PLYWOOD 2X WOOD FRNANG 2„ MOOD ERR' ." 3/4• PLYWOOD D. CASTERS NOTE: THESE ELEVATIONS AREA TYPICAL. REFERENCE FLOOR PLAN FOR EXACT' CONFIGURATION. SURFACE MOUFRED STANDARDS 4'x 5'-6•z 1/2• AON AC T PLYM700 PANT= SKIN COAT / PRIOR COMPOUND R SAM( SMOOTH PRKIR T TO PARING RPM 048' AF.F. 2 4 CLEAT CONTINUOUS ALONG COIATTFRIOP, PROVIDE BLOODNC IN WALL FOR ATTACHMENT NOTE: TENANTS CONTRACTOR TO USE .GB.O. RAIDD METAL STUDS, SUCH AS LAS.G. WITTI A TIER -211, 9/86, RATING.- 3/4 F.R. PLYWOOD DECKING 1X4 WOOD TqN •I we GTE A GYP. BD. 20 GL MEAL STUDS 0 18' O.C. DOSING CONCRETE SOH FLOOR O Wall Section SCALE 3/4' - DUPLEX O 15' A.F.F. UNE OF FLOOR 1 Wall Elevation SCALD 1? - 147 SCALE 1? - 1'-0' 8' SURFACE MOUNTED STANDARDS APR 16 2001 el REMOVE ALL MONO WAILS AS SHOWN 10 , RE / E RMOVE f "ILE FL I RMO. OS FLOORING I REMOVE ALL EXISTING WALLS AS SHOWN REMOVE COSTING DROWNS FOUNTAIN AND CAP PLUMBING BELOW SLAB REMOVE EXISTING EIECIRICA'. EGMIPMM ROON WS AND B. COP H SUB. D BELOW Demolition Plan Scala: 1/4' REMOVE M.. TILE FLOORING REMOVE EGSTOG IRE ROOF. REMOVE ALL IXISRNG WADS AS SHOWN - REMOVE All EXISTING WALLS AS SHOWN r$J LJ - -REMOVE EXISTING OLUMN SURROUNDS. TGC C TO REBUILD AS PGHT I POSSIBLE (TYP FOR ALL COLS. IN SALES AREA) APR 1 6. 2001 <$>- DEMOLITION NOTES: REMOVE ALL DRYWALL PARTITIONS AS SHOWN. REMOVE ALL DRYWALL CEILINGS AND FURR DOWNS. REMOVE ALL ABANDONED LIGHT FIXTURES AND ELECTRICAL LINES PER CODE. REMOVE All. ABANDONED PLUMBING Fl n AND REMOVE AND CAP WATER AND SEWER ONES PER CODE. REMOVE HVAC EQUIPMENT INCLUDING THE MAIN TRUNK LINE. COORDINATE WITH MECHANICAL DRAWINGS. REMOVE IL INTERIOR FI MILLWORK AND FlXNRE TACHMENT ASSEMBLI REMOVE EXISTING STOREF ROM, Usr SYST-cM5 AND ROLLING OTHERWISE OR DESCRIBED CUSS DOOR ASSEMBLIES UNLESS OTHERWISE DESCRIBED IN THIS PLAN OR ARCHITECTURAL DRAWINGS. REMOVE ALL STOCKROOM M ALs. SHELNNG. STANDARDS OR COUNTERTOPS. COORDINATE ANY SPRINKLER SHUT GOWN WITH THE MALL MANAGEMENT AND /OR FlRF. DEPARTMENT. COORDNATE ANY LGUD OR 05RUPHVE WORK WTM THE MN1 MANAGEMENT. REMOVE EXISTING SLIDING GWLU: RD/dE EXISTING TILE FLOORING REMOVE EXISTING COLUMN SURROUNDS. TGC TO REBUILD AS TIGHT AS POSSIBLE (TYP. FOR ALL CO.. IN SALES AREA) 0 r' cameo NEUTRAL HER M REMAIN. REMOVE OWING STOREFRONT, RAWORM. AND REIM SYSTEM. LOOZ - sante C ,i T L00MMCPOR i ' '1*S' ,. 6 rffiT .7U600NIWK10R MS AlOI,lIA07NIRACIOI ' T . new R `,RIG ..0 NIMCTOR ' ' A MECHANICAL .. rearm Ni1RWe4T comm. - M HYACSYSIFM -. WBM166' ' t AR 1WD1.lFG TNT (.44) T. A6 a CONDENSING UET.: - a MS EECTRC DUCE HEATER:. T : Et.. NIT HEATER P -2 5 amen a 974AMON R S UP RTS; LAY, WCOJ ABA SI O ONS. 20'x18 OYFRAL DIMENSIONS. PROVIDE GOOSENECK 17830-002 MCET W 312_ µ1D6, W���'Vg 1X�VA• ASSBLLLT 4. MI. M.) 1-1/1' Y SUP a WADE . SHILL ( DNNa W_�� 00 �T1K ear ANSI AU. F TAAP. ONE I ow c s4l AB. 61 64. .E 0 44M1 ERODE M HEAVY R CARRIERS) N WALL A5 AVM/BLE FROM MFR. 7 11EA/OSTAT - LIIFSTAT { 8 EIP. tr OLALRN CAST ION FLOOR DRAIN 9 CONOOCA O4 ORA 4 is IB 10 j 11 ME 13 ME 13 NM 14 TRM PRIMER 13 ■■ B EXHAUST SYSTEM 7,10 B-1 TOILET 001AUST yQI. PR061DE WBFI DUCT HEATER (88H1Y370a), SINGLE POT CONNECTION 1' LOW VELOCITY THROW -AWAY FILTERS OYENi1DW PAN MD LOW LEMW1E SEAS ON 0A DAMPERS 1 MOUSE FNS T 2 DUCT A6 ALS 3 OPER. THROUGH HOOF AK au. 1 (IBS) I REAMS VOLTS : E MCA 4,,,,, RUSE B RBJff iu. MAW 712 ! PROVDE MOTH REftiGBtnNr ONES (NEAP, .. WM I INR WNUF.URR). 1 E001. FINIS C C 2 DU1CTAORK C C 3 OPENING THROMN ROOF C C C PLUMBING 7.10 G1 WATRCWSETS MARK RATER CLOSETS PS PS 2 TINDERS. ROUOI -N HS PS 5 FINAL MEECROS a .TS PS PS 2 C IAYATO'M RE1/ARIfS 1 LWAT0186 R R 2 UDER.9 ROUGH-IN PS F5 5 3 MK WNFECIOFS a VF.S PS PS 2 CB SERVICE SINK HONflSfl& /TIROL 8 1 SEANCE BIN - - 2 UDET . ROUGH -UAL 3 FINAL CONSENT. a VANS • • C fOORDIMS 1 FUROR DR. es 2 UIDERS AB TOUGH -01 R PS 5 3 FRY CCW... a .TS PS PS 2 CB MAHOUTS VOLTAGE 1 CFANIUTS PS PIS 2 ULCER.. BOUGH -01 PS PS 5 FWL COKEcnores a VERBS PS Per 2 C-6 ELECT= WATER COMA 120 ars= WA TER COOLER TB PS ® moms. aouGH - W PS 3 ROL CONNECTORS Es VEINS . ?} R C-7 INSTANTANEOUS WATER FEATS 208 0 G7NlT0 DUS WATER ILAER PS PS 2 ULCERS. ROUGH -IN PS R 3 FOUL CONNECTIONS It VENTS EIS PS 2 CB MISCDUNEOIS WATER METER oEPOST CRY C C ® A. MEIER C C 3 HOT RATER SUPPLY a RETURN PIES a ISU. C C CONTROLS - ..LED a HOT WATER APING C C 5 ALL TM FEES (F REQUITED) C C T -BHA REQUITED BY C.9 MINCER SYSTEM j ADO.. SUPFMES O ENDIIEFANG C C 8 © Eolw7FHr C C 6 570 MUTES (PIFERTO RESPONSBILTY NOTE f 10) RETURN 1 SL1187t UM TO MM. NC P.0 2 WATER UNE TO PREM. ESC PAC 4 KRUEGER SERIES 880V C SUPPLY AS INDICATED MMAEACI'UBtaM006 NUM R,v1 AMOK ILIA PILE rearm Ni1RWe4T comm. - ACCESS.. WBM166' ' .RICAN STSTANDARD CAI. EL 2168.18 MA (OR EOUN. KO K -3544 0R ELLER 091 -7045) HBEN P -1 YTS WATER CLOSET; 1.8 G. S.. JET SEAT a COVER , YALPAS a. aI U RPI. TC COiixi I FlIRN I APO t SA:. EF: MST/VAPOR OATH INCA AMERGANI STANDARD 1G 56 -0IS TJJCFANC P -2 YES R S UP RTS; LAY, WCOJ ABA SI O ONS. 20'x18 OYFRAL DIMENSIONS. PROVIDE GOOSENECK 17830-002 MCET W 312_ µ1D6, W���'Vg 1X�VA• ASSBLLLT 4. MI. M.) 1-1/1' Y SUP a WADE . SHILL ( DNNa W_�� 00 �T1K ear ANSI AU. F TAAP. ONE I ow c s4l AB. 61 64. .E 0 44M1 ERODE M HEAVY R CARRIERS) N WALL A5 AVM/BLE FROM MFR. J0sC 046ES 705q -A WITH CLEAN -0UIT P -3 N/A CAST ION FLOOR DRAIN NINE -SOME ADJUSTABLE STRAINER, FURNISH WITH NNE GUM OWLET a CLAWING DEVICE, WITH TRAP PIER 208 JO. %TES 58710 YAM ACCESS CO. P -4 N/A M. 5111E CLEAN-OUT STAINLESS STEEL WIflt PLOVDE LEM SEAL. P.P.P. INC. iP -2 TRAP PPoMER N/A TRM PRIMER aal00DMIIE MODEL 1S -YI_ MN N/A INSTANTANEOUS WATER HEATER 1201; 1-PHASE 3000 WA715 yQI. PR061DE WBFI DUCT HEATER (88H1Y370a), SINGLE POT CONNECTION 1' LOW VELOCITY THROW -AWAY FILTERS OYENi1DW PAN MD LOW LEMW1E SEAS ON 0A DAMPERS ELKAY MODEL .SA-8 EWC N/0 E.EC.0 WATER COOLER HO GP._.: 120V, 4.8 RA 1/5 H.P. COMPRESSOR. ELECTRIC& DATA au. 1 (IBS) I REAMS VOLTS : E MCA 4,,,,, RUSE FUSE 80 712 ! PROVDE MOTH REftiGBtnNr ONES (NEAP, .. WM I INR WNUF.URR). CU-1 TRINE 1(WAIAB3 148.6 124.5 9.4 208 3 I 61.8 ! Air Handling Units / Heater YIJRI( MODEL NUBER TONS TYPE Y IN. 054 CFM ESP. H.P. ! EXEC. HEAT (NI'Q VM 75 EIECTI.L PHASE OATH INCA MAK FUSE W' O11 (US) THERMOSTAT NU -1 ERNE #.118. HORIAL DX F M 1400 6000 0.7 4 3 223 208 3 90 110 750 =SEAT /EYE- lc5 -2RB yQI. PR061DE WBFI DUCT HEATER (88H1Y370a), SINGLE POT CONNECTION 1' LOW VELOCITY THROW -AWAY FILTERS OYENi1DW PAN MD LOW LEMW1E SEAS ON 0A DAMPERS Air Cooled Condensing Units (Heat Pump) MAAK MANUFACTURER WIDE NUMBER Mb ORATORY TOTAL (MBH)i 1EHS (116 0) ESTER ELECTRIC& DATA au. 1 (IBS) I REAMS VOLTS : E MCA 4,,,,, RUSE FUSE 80 712 ! PROVDE MOTH REftiGBtnNr ONES (NEAP, .. WM I INR WNUF.URR). CU-1 TRINE 1(WAIAB3 148.6 124.5 9.4 208 3 I 61.8 ! Electric Unit Heater MARK MODE. NUMBER SZE KILOWATTS VOLT. PHASE ST.S THERMOSTAT RE1/ARIfS UH -1 BERKO 1100 -348 -S4 14' a 12 8• 3.3 2ae 3 SINGLE HONflSfl& /TIROL 8 Edwust Fan QUAL MARK ' N CFM VOLTAGE PH. IL ORES NDINtl(5 2 EF -t BROAN 15120E (UTE/FAN COM6HAT13N) 100 120 1/ BACKDRAT DAMPER 1 �-2 COOS ICE -8 1245076 6000 D 0.25' GP. 208 1A AUTOMAT. LOUVER .PROVINM E N PRE -TAB.. ROOF. CURB, 1 HP. 0100. MG. 245 IBS NOTE NTE.CK RELIEF AR FAN (EF-2) CO.. NM AR HANDLER FN MOTOR FOR ECONOMIZER OP1.710N Grilles & Registers WHIPACTURER YODEL NUMBER MODULE sae FR. TYPE RE DOWERS VOLIM/E MOOS REIIAFNS KRU.R .ES 1100 A SUPPLY 12412/24024 T -BHA REQUITED BY YES j ADO.. SUPFMES R 2 3 MO Y; r . PlE7PAd N/A S KRUE(FR .ES 1190 /1'i9RETURN B RETURN 12x12/24024 T -8W HORZONEN. SEE WALL SLNWI.Y YES KRUEGER SERIES 880V C SUPPLY AS INDICATED SURFACE NOTE` I. USE NNLDR FRAME IN WA ( FURNISHED BY TENANT) FOR AU. DROYALL INSTALLATIONS. PANT FRO. KITS TO MATCH: SURROUNDING 0PBGWD PANT N.H. 2 COORDINATE DIFFUSER PLENA T AND DUMMY WM woo P.R. 3. REH3tENCE MEC... FLOOR PUN TDR DFFUSER .K SIZE AND PROVIDE .ND NEC( REDMaR AS REQUIRED. C '' O VED tIk MAV -e zuaf 1( 0 C) I ...........- 1 DQH 1 r''" APR 1 6 200) WARS THE GENERAL COMMONS OF THE GENERAL SPEOFI ATRMS, ADNG YAM All. APPAL/$& INSTRUCTIONS TO BIDDERS, SHALL FORMA PMT OF THIS SECTOR OF THE SPELL 94.e. REFERENCE IS MADE TO REWI9TE5 FOR BIDDERS AND CONTRACTORS UNDER NCR SECTIONS OF THESE SPECIFICATIONS, WHICH SHALL BE CONSIDERED BINDING, UNLESS OMERM. NOTED, UNDER DIE SECTION. SOOT, EA. CONTRACTOR SHALL TDROUO4Y ALOUAN41 HIMSELF WITH THE LXINSTRUC110N DETAILS BEFORE SUBIDRDD NS BD M NO M1DWANCES LOU. BE MINE BECAUSE OF THE CONTRACTOR'S UFA...MY MOTH THESE DETALS. ALL P.O.. OF CONSTRIETOH VAL1 BE O REQUIRED BY SHE P. OF RE GENERAL CONSTRUCTION. N9ECTIMOORR ALL PROPOSALS SHALL ASSUME THAT CONTRACTOR IS FA/R.INi WITH JOBSITE COMMONS AND UOLIIY LOCATIONS AND TE LICK OF SPECIFIC INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE THE ...OR OF ANY RESPONSIBILITY. ALL PERM. MD SENSES NECESSARY FOR THE PROPER EXECUTOR f r THE WORK S AU. BE SECURED AN PAD FOR BY THE SUBCONTROTOR R4qVED WHERE APPLICABLE ALL WORK UN. THE CONTRACT SHALL COMPLY PATH THE PROMOS OF ME SPECIFICATIONS. DRAWINGS OR AS DIRECTED BY THE OWNER, AND SR, SATISFY Al APPLICABLE CODES. OQUIWNCES. OR ER E OU IE D. OF T GOVERNING BODIES, WHETHER SO SHOWN OR NOT, AND Al MOOFICATIOS REQUITED BY SUCH AUTHOR.. SHALL BE MADE BY THE WMRACFOR WTHOIUT ...OWL COST TO THE OWNER AW86YS.11003.94 1. ALL MANUFACTURED ARMIES, MA.IA., AND EQUIPMENT SHALL BE APFUED A RECOMMENDED BY THE MWUFACTURRS AND UNLESS 0../ISE SPECIFIED SHALL BE NEW, AND FREE FROM NY DEFECTS ALL LAKE MATEMIALS USED SHALL BE O THE S. WNUFAL'IURE AD ..TTY UNLESS OTHERWISE SPECFED. 2 ML WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT .10. AND C ECUIED IN A NEAT AND WORDAMILI E LWIIER. WORK SHALL RE PROPERLY PROTECTED DURING CONSTRUCT. AND ON WLPLEDON. ' INSTALLATION SHALL BE THOROUGHLY CLEANED AND ALL DEBRIS ERIS. As A RESULT OF THIS ...CT STALL BE REMOVED FROM TE PREMISES. C86MOR01NN0F6 EACH SUBCOORACTOR S 11 COMPLY WITH AL LAWS. ODNANCES, RULES MD REGULATORS BEARING OR THE CONCOCT O DE WORK AS DRAWN OR SPECIFIED. F A SUBWNTR1.3R OBSERVES DRAT THE DRAWINGS MD ...TONS ARE AT A/ IMCE HE SEAL PROP. NOTIFY TIE GC ER/L.CONDUCTOR AND THE TENANT N MMHG F ANY SUMPO JCFOR PERFORMS ANY WORK KNOWING R TO BE CONTRARY TO LAWS. OROMWC6, RULES AND REGULATIONS AMO WIMOUT GANG SUCH NOTCE, DE SUBCONTRACTOR SHAL BEAR ALL COSTS WING TEM.. FIDBCIION ce MOOR AND Pld®Y 1. EACH SU...ACTOR SHWl CONTINUOUSLY CNN. ADEQUATE PROTEC OF All 16 WORK FROM DOSAGE AD SF PROW' PRO THE MW IERS PROPERTY FROM WARY OR LEIS MEN FROM HE WORK HE SHALL MANE GOOD ANY SINN DAM.. MEAL .LOSS, E... SUCH AS MAY BE DIRECTLY DUE TO CAUSES BEYOND HIS CONTROL AND NOT TO HIS FAULT OR NEGUCENCE HE SU. ADONI RELY PROTECT ADJACENT PROPERTY AS WELL 2. EACH SUBCONTRACTOR SHALL THE All NECESSARY PRECNUTTONS FOR ME SAFETY OF77EIR EMPLOYEES ON DE JOB AND . COMPLY PM M ALL EMMOS OF FEDERAL, STATE LOCAL BUILDING CODES AND SAFETY LAWS TO PREVENT ACCIDENTS OR INJURY TO PERSONS ON OR .AGENT TO THE PREMISES WHERE THE WORK e BEING PERFORMED. EMI SUBCONTRACTOR SWL MNNTMN ALL N.M. REQUIRED TO PROTECT FH.LF, OWNER ANTI TENANT FOR THE DURA710N OF THE WORK .n1 PROP., L.. AND PUBLIC IL9lITY. COLDaNBEWOR THE TENANT. WTROUT W.A. . THE CONDUCT, MAY ORDER BOOM WORK OR MOTE MONIES BY ALTER . AMC ' OR DEDUCING FROM SHE WM, THE comma BIN BEING mecum aXDFONOY. ALL WORK UNDER TES& SPECIFICATIONS SHALL BE ACCOMPLISHED IN CO AINCIIOH WM OTHER CONTRACTORS AND TF DES ON TINS PROJECT IN A WISNR MI CH HALL AEON EACH CONTRAMOR MD TRADE ADEQUATE HE AT THE PROPER STALE OF CONSTR.'. TO FULFILL HIS CONTRACTS. REFERENCE SHALL BE NAME TO ME OWNER FOR INSTRUCTIONS SHOULD ANY sumac ARSE BETWEEN TRADES AS TO TE PLACING OF U. DUCTS, COOIN., FIXTURES OR ECM... OR SHOULD R APPEAR DESIRABLE M MOVE MY GENERAL CONSTRUCTION WHEN WOULD AFFECT THE APPEARANCE OF STRENGTH OF THE STRUCTURE a6TMOONORAWDMWS MANUFACTURERS WOES ARE LISTED HEREIN HEREIN TO ES ALOE A SINWRD. TI. PRODU175 CI4 O OTER MANUFACTURERS HALL BE ACCEPTABLE F IN THE OPINION OF THE MAK THE SUBSNE MATERIAL IS OF A OUATIY AS GOOD OR BETTE, SINN THE MAIERML SPECIFIED, AND Mel SEAVE WITH EQUAL EFFICIENCY AID DEPETDWIUIY. THE PURPOSE FOR WHICH ME rem MELO. WERE MEN.. SHOP DRAWN. MO CATALOGUE DATA ON ALL iMOR ITEMS OF EQUIP.. AND SYS96, AND SUCH OTHER BLU"IRATNE MATERIAL AS MAY BE CONSIDERED NECESSARY BY TEE TENPM. SHALL BE SUBMITTED BY 1195 CONTRACTOR N AOEQAAE TAE TO PREVENT DELAY. LUNGES OUR. CONSTRUCTION. OWMg3MASROYA1IONa 1. THE DRAWINGS SHOW CLYIT...ALLY THE LOCATIONS OF ME VARIOUS UM DUCTS, CONDUITS, FIXTURES. AND EQIPYEM AND THE MOW OF CONNECTING ND CO TRO EG MCI. R E NOT INTENDED M SHIM EVERY CONNECTION IN DETAIL ARO AL RM. REWIRED FCR A COMPLLIE SYSTEM. 2 SHOULD ANY CHNGES BE DEFIED NECESSARY BY THE CONTRACTOR IN RDAS SHOWN ON CONTRACT ORM., TIE SHOP DRAWINGS, DESCRIPTIONS, AND THE REASON EDIT DE PROPOSED C . SEMI BE SUBMITTED TO ME OWNER FOR APPROVAL LRY THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE SATISFACTORY MD COMPETE DEWTOR Of ALL WOK INCLUDED IN HIS CONTRACT. HE SEAL PRODUCE COMPLETE FINISHED OPERATING SYSTEMS AND PROVIDE All INCOENTAL TIDE REQUIRED AS PMT O H. WORM REGARDLESS OF WHETHER SUCH ITEM IS PARTNEWLY SPECIFIED OR INDICATED. H.V.A.C. GROWL 1. ALL HEATING, VENTURING AND AN WNDRXINNG MEALS MUST BE DESIGNED MD INSTALLED IN CONFOR/INCE MOTH THE STATE AND LOCAL BUILDING CODE ROOM. FIE ND DEPARTNFM E ST REGULATGNS. AND ME ! NEST FD'lION OF SMICNA ASII 2. DUCTWORK AND ALL OTHER HVAC OOSTRUCTON MUST 8E DESIGNED TO CLEAR NY INTERIOR ROOF L&DERS, BWSPOUIS, CAS UNE5 OR OTHER cosmic CONSTRICTOR THAT OCCURS IN TENANTS LEASED SPACE. 3. EXHAUST DUCT, PLUMBING VENTS AND RUES SOLI NOT BE LOCATED WRHN 10' -0' OF ANY EXTERIOR WALL WHEREVER MSSBIE. EXHAUSTS L. BE A !AMUR O 20' -0' FROM ANY FRESH AR MTNES FOR H.VAC. EQUIPMENT: NOTE THAT THIS OR .0 APR. TO NSW. BETWEEN WNW MOWS ROOF WORK I D THAT .. TAORDROPON MUST BE GONE THROUGH THE LVDLORDS REPRESENT... 4. ALL ROOF NM SHALL BE COORDINATED WITH SHE LANDLORD. FIELD REPI10 PO THE HVAC. L .TRACTOR S REUSE TTI USE LANDLORDS ROOFING CONTRACTOR FOR ALL ROOF W'OM. THE HVAC. CONTRACTOR M. INCLUDE THE COST OF SOLE N HIS BID. HVAC. CONTRACTOR HALL PROVIDE PERMANENT IDENIFICATON OF ME STORE NNE ON ROOF TOP EQUINE. FOR THE CONVENIENCE O MAINTENANCE AND REPAIR WORK. AL NEW ROOFTOP EQUIPMENT SHALL BE PLANTED AS PER LANDLORD PEQUIREMEMS. 6. H.VAC. comma. SHALL PAY ALL FEES, OBMN ALL PERMITS AND INSPECTIONS AS REQUIRED FOR MIS PORTION CF THE WHAM. 7. H.V.A.C. CONTRACT. SHA L MR THE SIRE TO DETERMINE THE FULL WENT O HE WORK. MY MSCAEPNCIES MOTH PUNS SHALL BE REPORTED IC TENANTS RE7ME.TATIYE. a Nl NEW MATERIALS, EQUIPMENT .WD WORN MAIL BE G.RANDEED FORA PERIOD OF OE YEAR FOLLOMVY. DATE OF NEEFTANE BY TENANT, IXCPT WHILE A .GET ".::AMNOY PERIOD IS MOOED BY ME WJDFALTRERS O Emmert OR COM...S. 9. PRIOR TO DE STMT UP OF HVAC SYSTEM, THE H.VAC. CONTRACTOR SOLE CLEAN ALL DUCTWORK AND EQUWNEM TO .ONE AHY OM, RUBBISH OR DEBRIS. 10. ME COMPLETE H. VAC. SISTER SHALL BE TES. MD .OICE0 8A THE HVAC. CONTACTOR TO INSURE PROPER AIR. POW TO ALL AREAS SHE .ERA CONTRACTOR .011 CONTRACT NM AN 1NOFQDENT .11.4G ASSOC.. M .0Y ALL AR ROW. A COPY SHALL BE .NISHE0 TO THE MUIR. FINAL CN AFTER PAR BALANCE SHALL BE WiHN 10S OF RESIGN AIRFLOWS. I1. AU ROOF MP EDIPYDIT SHV& BE CONVEYED VIA A RUNWAY OF 3/4' PLYWOOD SHEETS 2 X Ur RHNERS AND A RUBBER TIRED COMEYANI VEHKIE NO //OR AS APPROVED BY LANDLORD. TIE H.VAC. CONTRACTOR IS RESPOND. M COPY APPRO. METHOD MD I N C L U D E THIS IN HE BID. 12 SPLASH PALS OR BLOCKS ARE REQUIRED ON THE ROOF AT Ml ROOF TOP UIT CONDENSATES, OR AS DIRECTED BY LANDLORD. 13. FOR .MORAL H.VAC. INFORMATION REFER TO MECHANICAL DETASS All None. ball AT Lira allebb ACC C.11 NAT RP ablt FURNISH ALL MA.LVS, ENDREM. AND LABOR NECESSARY FOR A COMPLETE FULLY OPERATIVE HEATING, VENTRAMG, AND AR CONDMOKNG OSTEN EXCEPT AS SPECIFICALLY EM.U. BY TE DRAWINGS, NO/OR TFUUNTS DIRECTIONS. RA9WD 1. AR COMMON. UNITS - UNITS SHALL BE FACTORY € 01 NM PRE -TESTED INCLUDING FANS, MOTORS, COLS, 74.1 OLT., WSW. PITCH ORA., ETC. ALL DM SHALL BE MUFFED WITH AN ECONOMIZER P.. AND RELIEF DAMPER UNITS W. HAVE NET CAP.Y RATINGS DETERRED AT DE SPEWED DE ON .DMON5. THESE NET CAP.Y RATINGS SHALL BE DEDOWE D BY DEDUCING FOR MOTOR HEAT. THE MR CO LED 671101 ONO 0915 SUPPLED SHALL HOE A TOTAL SSTEM ENERGY RATIO (MO OF NOT LESS THAT 10.0. THIS EER SHALL BE DETERINED BY MENG THE NET CAP.', AS REFINED ABOVE BY THE TORN. INPUT WATTAGE THE TOTAL INPUT WATT. D 10 INCLUDE THE WATTAGE OF AL FAN MOTORS ANAL ASSOCIATED EQUIPMENT. CONTRACTOR WLL FURNISH MORMON ISOLATION AS REQUIRED MD RECOMMENDED BY EOIAPYENT MANUFACTURER 3. AIN COOLED CONDENSING UNITS - UNITS SHAL BE FACTORY 0.4EM9ID AND PRE- TESTED, AND WILL 661 HEAVY CALVMN® STEEL HOUSING MISLED MIDI. BAKED ENAMEL, NR COOLED CONDENSERS WITH COPPER RUBES AND ALUMINUM FRS, CONTROL PANEL, COPR.50R HIGH AND LOW PRESSURE CUTOUTS, MUFFLERS, CRANKCASE HEATERS, LIQUO RECEN'ER, ETC. COMPRESSORS SHALL BE OF THE HERNETMAllY SEALED OR .1- FERLIETICAUY ..03 TYPE (LOW NOM CONTROL SRO.) CENTRAL STATION AR HANDING NG EQUPMEM - (IF SCHEDU. OH M AWNGS) STOLL BE LOW TO MECUM PRESSURE SINCE ZONE 0.14-111RU UNITS BE COAPLETE'MTH MO. WOAD TRINE OR MING CONS AND SHAL ACCESSORIES AS SPEW. ON DE PEWS. REEF AR FANS: FOR GRAVITY RELIEF, POWER RELIEF, MANE -0P NR AND MOM DM. FMS REFER TO LECLWIGY PLAN AND MECHANIC& EQUIPMENT SCHEDULE 4. ELECTRIC SERV HEATER - EACH STRIP HEATER SHALL BE CONSTRUCTED TO SLAM INTO THE DUCT THROUGH A RECTANGULAR OPENING IN THE SIDE EACH STRIP HEATER.. BE NPNEHED COMPfETE WM BULT -N .NETIC CONTACTORS. MR ROW SWITCH, AND FACTORY PREYI. TO TERMINAL STRIPS FOR UNE AND CONTROL CONNECTORS IN THE FIELD. A THERMAL CUTOUT SHALL BE FURNISHED EMIT EACH SAP HEATER TO PROTECT THE HEATER /ERNST AIR FALURE 1. COME. warm EMIT .41 BE USED BY UNOEROTER'S LABORATORIES INC. CORES SHALL BE ARRANGED FOR MNWIUM DO-STAGE CONTROL AT 10KW AND MOVE. 5. FILERS - FEM. SHALL BE OF ME THROW AWAY TAPE MERL. POSSIBLE F FILTERS ARE OF NECESSITY SHE PERMANENT TYPE, TEN 11EY MAST BE OF TEE CLEAVABLE HIGH *wary TYPE AND SHALL BE AMERICAN AN FILTERS, MR MAYS, EV., OR APPROVED EQUAL TENTS .11 BE OF 111E ORIAMUM THEO E55 AD DESIGN FACE VEIDOIY 901E NOT CC. =FEU INSTAL.T N OF TE MR CDNOMONING UNIT S1W1. BE 5 ACCES SO As 1 NOT IMPEDE S TO ME FILERS. 6' THE FILT 011 ERS ARE IN FRAME HOLDERS, TEN WL. HOLDERS S4N1 BE PROVIDED WITH A UP HANDLE. 6. D.J. FMS - A SOW WIDOWS - EQUAL. TO COOK GM -1 SORES. NOTE THAT IN AVY CA E NO RASTC PARIS PALL BE NEETTABLE. B. TOUT EXHAUST - EQUAL TO ROAN 51201 RIME. BACK DRIFT 0.W"ER. 7. ALL DX PACKAGEDOPUT UNITS WILL BE EQUIPPED WM DYNELCO LATE -STAY 7ME- LCS -2R5 THERMOSTAT SUPPLED BY TENNT AND N5TAL. BY YEOMAN. COO . CONTACT O/NF1L0 AT 1- 800 -292 -2444. STANDARD COND.. 05 F FOR R LIE -star DPFRATON ARE AS FC1DW5 COWING 70 F OCCUPIED COOING .TPORM 85 F - 85F RANGE. 85 F COOING NIGHT .113/. TEMPERATURE MIND 88 F OCCUPIED HFATMG SETPOIM 60 F HEATING NEM SETBACK TEMPERATURE A, CONTROL VIX.G SOLE BE IN CONDUIT. CONDOR INSTATE! BY EC. ALL comma WRING SHALL BE 118. SHIELDED STRANDED WIRE TKRMOSTAN5 AND CONTROLS FOR CHILLED WATER, VAV OR GWDLORD Aft SYSIE76 SILL BE JOHNSON CONE. HONEYYEL, BARBER -COLE. OR AS REQURED BY VNIXDRD. VERIFY WTR .10.0 F ANY OR ALL CONTROL COAPONMS AE BY LANDLORD. 8. THE HVAC SUS- CONTRACTOR OWL OEMEY ALL ROOF MOUMED HVAC EMINENT AND APPARATUS WM 2" HIGH MIMED STENCILED SHOE NOSE ON ALL SDE9 OF EQUPMFM. 1. SQUIRE AND RECTANGULM DUCTWORK .ALL BE CONSTRUCTED OF NEW GALVMMED PRIME GRATE SHEET STEEL C THE FOLLOWING GAUGES: DJIZSIZE 12IES5 13" TO 30' 31 TO 54' 55 TO 84' 8.5' AND O. DUCT 512E (DVLEIEA) 8'AD LESS 9' TO 18" 19' TO 30' NVD9SA D9EPCD5 DUCTS 24 22 20 N0. 26 US. GAUGE N0. 24 U.S. GAGE N0. 22 US GAUGE N0. 20 U.S... N0. 18 US. GA10E 2. SQUARE AND RECTANGULAR DUCTWORK SOLI. BE COOTRUCTED AB FOLLOWS: SIZE BM 17 Et .5 ' AND CLEATS 18 TO 30' 5 'L' STANDING SEMIS . 3' -0' CENTERS 31' TO 54" I -1/4' STANDINGS SEWS ON 3' -0" CENTERS ROUND mamma SOLE BE CONSTRUCTED OF NEW GALVANIZED PRIME GRADE SHEET STUB.. OF THE FOLLOWING GAUGES Firms AL1 90 *770 O NE - CEGNEE &LBO. FOR ROUND WCTWOR( SHALL BE FIVE 5 %E LLL S. JOON. SOU BE SWAGGED WiTN WS SNAL BB BI FV1F INN (7/2') OVERLAP. 1 ALL DUCTWORK S011 BE MADE AR TIGHT WIM MASTIC AND PRESSURE SENS VE TAPE 4. AL SUPPLY, RETURN AND OUTSIDE AAR oucnDRIR U3 ATED DAMN THE BUILDING SILL BE INSULATED W 1 ONE AND ONE- HALE INCH (1 -1/2 THICK FOIL --FACED REDMAN 5 INSULATION. 5. ALL SUPPLY ND RENRN NR .IS LOCATED OUTSIDE O THE BUILDING OR EXPOSED TO THE REAMER S H ONE AND ONE -HALF INCH (1 -1/21 RIGID INSULATION ON 0 ON AVE THE INTERIOR OF ME DUCT. 6. CONTRACTOR W. INST. INSECT SORTERS ON ALL DUCT OPENINGS WHICH LEAD TO OR IRE OUTDOORS. INSECT SCREENS SHALL BE 10 GAUGE, ONE -WARIER INCH We) MESH IN REMOVABLE GUAM. STEEL FRNES. 7. Al emu DUENSO. SHOWN ON DRAWING ARE CLEAR INSIDE DIMENSIONS 1. ILL HOPoZOMAL OIMTS FNONO A DNEN . OF w INCHES AND LAS SHALL BE SUPPORTED BY MEN$ O BIND RON HANDERS OF N0. 18 US. GAGE ATTACHED TO TIE DUCT BY MEANS OF NETS, SCREWS, OR CAMPS. AND FASTENED TO STRUCTURE ABOVE BY TOGGLE TAUS OR OTHER MEANS. EACH SECTION OF DUMP. SHALL HAVE AT LEAST ON PAR OF SUPPORTS. VBMWL DUCE SHAM BE SUPPORFD S 1 -1/4 X 1 -1/4 WERE X 1 -1/4" ANGLES TREY PASS THROUGH ME FLOOR U.. 2, Au IIORIIOMAL DUCTS TAMING A DINDSION of b INCHES ARD MORE SHALL BE SUPPORTED BY MEWS O ANGLE RON TRAPEZE HANCAS. EACH SECBN OF DUCIMDRK SQUALL HAVE AT LEAST ON PAR O SUPPORTS. 3. DUCTWORK SHALL BE SUPPORTED AT ALL TURNS AND TRASMONS SUPPORT STRADM DUCT EVERY 8' UP TO 35'. EVERY 6' FOR DL'^T FP 38' TO 59', AND MERY 4' FOR DUCT 60' AND OVER. 4. HEAER DES. SHALL BE AB DESCRIBED IN THE LATEST EDRION O THE MAC." MANUAL REINFORCE.. MEMBERS MAV BE USED TO SUPPORT THE DUCT MST. PROVIDED DERIVES OUTLINED IN ME ARIREIENIDNEO DOCUMENTS ARE ADHERED TO. 9MOACOBN 1. ALL DUCTS REDLINE RFIKO SOL KILEM E BE RENEWED 165111 10 11€ ACCORD. TO THE LATEST EDITOR OF S AMR. NAG. 2 MATERIALS FOR RDKOHCEIM MEMBEFS SFOL BE GALVANIZED STEEL ALL SCREW'S MD LASERS SHALL BE PLATED OR GALVANIZED. I. CONTACTOR WILL PROVIDE WATER TIGHT 24 GA. SHEET METAL .SLANGS AT ALL EXTERIOR WALLS ARD ROOF PENETRATIONS. 2. AL CUTT8G OF ROOF OPENINGS, SUPPORTS FOR ROOF OPEN.. PITCH PINS, ROOF CURBS, FIASIINTS. COUNTER FLA4RNGS REPAIR TO ROOF, ETC. A48RTED WITH HVAC SUB - CONTRACTOR SHALL BE THE RESPOIWBERY AND PART O RE CONTRACT OF THE MC SUB - CONTRACTOR. FE SILL EMPLOY THE LANDLORD'S ROOFERS FOR THIS WORK SO AS TO MAINTAIN THE ROOF BOND. .15911WN6E DOOMS 3 . 4. 5 . lNNi AN7BEV5 VANES PLUMBING NANO. AND SMOKES ALL NMBNL DAMPERS, FRE DOWERS, MOM VANES, REGISTER CONNECTIONS, ACCESS DOORS OR OMER ASSOCIATED MXA40615 ISRAEL BE I STAllEO ICCOPpNG M THE LATEST PUBL... OF swLNA• MNDAL- 1. SPUTTER DOWERS SEAL BE FABRICATED OF SHEET STEEL NOT LESS MAN ND. 16 US GAUGE PM ..DING EDGE HEMMED. EACH GASPER SHALL DE LARGE ENOUGH TO COVER THE SMALLER OF TIE TWO OPE/Me R CONTROLS. owes SHALL BE CONTROLLED AB FOLLOWS: EXPOSED OR ...BE DUCTWORK - LLILIDMO .DRAMS EQUAL M YOUNG REGULATOR NO. 1 WIM WIPER ROD END BERMS ON OPPOSE ETD. CONCEALED DUCTWORK - LOCKING QUADRANT EQUAL TO TU NG REGULATOR N). 315 (CHROMIUM PLATED PM DAMPER ROD END WAN GS ON BOTH ENDS). VOl11NE DAMPERS SHALL BE OF THE OPPO.D NTE LOCING TYPE AS WM /FACTURE° BY 1&65501 FOUNDRY . FURNACES CO. (AFPCO) OR EQUAL BLADES SN 06 AIL BE OF N0. 16 GAUGE STET METAL AND SOLL NOT E%CEED 48' IN REM. OR IN WIDTH. BLADES SO. BE ON ONE -HALF TECH (1/27 6) DIMIEIR RUSTPROOF AXLE BEARINGS SHALL BE OF THE SEIF- LUBRICATING FERRULE TYPE JOB FABRIWTED DRNN6 VANES .1 BE ACCEPT.. IN SQUARE ELBOWS. FRONDE AND INST. BALDER -03.4 ARTURIS OR EQUAL TUNING VALES WU BE OF TE 544E GAUGE METAL M THE DUCT IN WHICH THEY PRE INSTALLID. RADIUS ELBOWS -1/2 L LHES THEC01101 1N S OF ONE AND PING AND FITTINGS SHALL BE OF THE WEIGHTS AND TYPE$ SHOWN ON THE DRAWINGS. SIDES SOWN ON THE DRAWS ARE NORMAL PIPE BIZ'S. 2 ALL PPNG SHAT BE NSTAllID PMUIIEL TO, OR AT RIGHT ANGLES TO ME BODING WALLS AND PMTNO45 AND STMT. BE INSTALLED WITH THE PRO. ARCH. ALL NM SILL BE UPENDED AND POUNDED TO REMOVE ANY FOREIGN MATTER PR6IXR ANDS ALL BE SWABBED NELES... REFRIGERANT %PINO SHALL BE TYPE 'L' COPPER W111 WROUGHT COPPER R.N.. JOINS STALL BE MADE USING SU. OR 95-5 SOLDER. WITH ONE NCH ( 1') 0 SUCTION LANES LULL BE PO.. CH (17 MILK N9NA.N. PROVIDE A CONTINUO. VAPOR SEAL OBBAL 1. 1ENNNTS PLUMBING SHALL NOT BE CHASED OR CU INTO OR THROU. THE DEI4 G COALS (SEPARATING TCMWTS LEASE SPACE FROM ADJOINING .N. SPACES, ETC.) OR EXTERIOR WALLS. 2. VENTS .LL NOT BE .ATED DAMN 10' -0' OF N E.F. COAL ROOF RASH. SLEEVES MUST BE INSTALLED AS PER LANDLORD REOUIREMEWS. 3. .DLORD FURNISHED SAW. CURET BELOW STAB: GENERA LOCATION SOWN ON MECWN . SHEET. GENERAL COMIC. MUST FEND VERIFY. 4. LANDLORD IRSTALED COLD WATER UNE GENERAL LOCATION SHOP. ON MEMS.M SHEET. GENERAL CONTRACT. MUST FlELD VERIFY. 5. PLUMBING CONTRACTOR IS RESPONSIBLE TO VERFY Al COSTING COMMONS N THE FIELD AND REPORT Al DECREPNCI. TO TIRE TENANTS REPRESENTATIVE 6. AL TOILET AREAS ARE TO HAVE A HOT -WATER SOURCE FRONDED BY THE CONTRACTOR. REF. TO SCHEDULE 167 MORE NFORMMION. 7. HOT /COLD RATER PIPING AND WASTE LNE BELOW LAVATORY Sic. BE INSU,AED AS RE QUITED / LOCH AM CODE 8. All PIPE NSULATON SEW. BE NONCO/BU5118.£ MATERIAL es REQUIRED BY LOCAL CODE 9. WATER METER IF REQUIRED .ALL HAYS SNIT -OFF VALVE ON BOTH SIDES OF METER. 10. CAS NES MD REFRIGERATOR LANES ON ROOF SHALL BE SUPPPONED BY TREATED .00 BLOCKS ON ROOF PODS BY LANDLORD. ROUTING OF LANES SHALL BE COORDINATED MATH LANDLORDS PRIVET NXt. 11. FOR ADOTDNA PIUMBNG INFORMATON, REFER TO SPECIRMONS AND DETAILS ON MECHAIIGL DRAWINGS 1. SALT. SEWER - CAST IRON OR COPPER PIPING MAY BE USED EXCEPT THAT ALL- PIPING BELOW GRADE SHALL BE CAST RON. YEAS TWO INCHES (21 IN SIZE NO SMALLER MAY BE MI ER SCHEDULED 40 GALVIN.] .EL OR COPPER PIPING. 2. D 1710 1 WATER N ING D HOT WATER PIP SHALL BE COPPER TYPE INSULATED WTR MORE OR EWrvALDO MUTATING TO A MICRNESS OF I, 3. GAB PIPING STULL BE BUCK STEEL SCHEDULED 40 WITH SCREWED M.S. 4. CHILLED WATER SUPPLY AND ..URN %%NG SHALL BE GV.VANRED STEEL PIPE (STANDARD DEL) OR THE 'L' HID COPPER MUG. ALL PIPING SHALL BE INSULATED WM 1" THAN OWENS CORNING FIBERGLASS 25 ASJ/SSL OR EQUAL 1. SCREWED PIPE SHALL BE MADE UP WITH PIPE COMPOUND APPLIED TO THE NNE THREAB NM NOT MORE MAN TWO MINDS LEFT ExPOSED. PPE SHALL BE RIMED TRIER THREMING. 2. BELOW GRADE SWRARY PIPING SHALL BE CAST IRON PIPE AND .LL BE OF ME HUB ND SPKXT OR NO -HUB TYPE. INSTALLATION MUST MEET AIL PROWSONS O APPLICABLE CODE ABOVE GRADE GENERAL CONTRACTOR SHALL HAVE OPTION O USING PVC AS COLE PERMITS. 3. COPPER JOINTS SHAL BE MME UP MOTH 95 -5 SOLDER. HORIZONTAL PIPING SHALL BE SUPPORTED AT INTERVALS NO TO DECEED 10' -0 WITH SWIVEL SPLIT PIPE HANCQS EQUAL TO CRANE N0. 199E OR OtINNELL N0. 10<. VERTINL PIPING SHALL BE SUPPORTED BY MEANS O WROUGHT IRON CLAMPS SUSPOIDED FROM ME UNDERSIDE OF STRUCTURE PM HAMOER ROOS. AL VALVES SHALL BE BRASS MD MANUFACTURED BY CURE H., MOCK:. LUNO.NHENER. NORDSNd/, GRINNELL OR EQUAL. ACINOF4 5 FOR SECOND LEVER. STORES, THE TENANT$ GENERAL CONTRACTOR SHALL RUN ALL INES REWIRED FOR PURRING IOU. -INS TORT AGAINST THE UNDERSIDE OF THE SECO. FIDOR LEVEL THE SECOND FLOOR STRUCNRA BIM SHALL BE CORED AS REQUIRED TO INST. MESE LIENS AT THE .ANIONS SHORN ON THE PLANS. T,STNGMDADJ STING CAS %%NG SHALL WTDISTND AR PRESSURE MIN: PER LOCAL PLUMBING CODE 1. SHOP DRAWINGS, seams 919 /TIME me MEROAD2 .01 -.316 SOLI BE SBH1Tm D TIE 9UICIE ANC, LMDLOD i 9HBVICE MERMEN Re APPLICABLE AUTHOR. FOR APP.. PROM TO START OF PORK ALL APPROVALS AE PRFLJIMIARI' PDCWG FERAL FED INSPECTED A W W of TIE APPROVAL LETTER %OM THE - TIRING BUR. SF. RE FORWARDED TO DE .ANTS LAMDIDRD NO i0: LORI K.PPE DE BUCKLE 2107 W. 2481 ST: KEARNEY, TIE 68845 2 WRNKIFR HEM - 9106 WIDOWS ML my. CBUA.S - TREY mum TYPE WITH A WIVE LIP. seas, OFFICE m3ERRIO6 AID FIRE CORRIDOR Of REINED) SHALL BB SENI-R.SSED WHIE YAM A WOE ESCUTCHEON PLATE SI..011 - ER. PDLIWT TYPE S ALL SPORTIER HEADS N SES AREA IRE TO BE CENTERED N 272 MVO .ES. FOR 2. SECOM) WOK SIYUTATED) CENER HEADS IN M WOK C1UNG (2X2 NEW SPRINKLER LAYOUT TO RE BASED ON LATEST TEPA STMOMDS. LOCAL BULIEME CODES, AI AUTIDRIES 1 WING JIW60.. MD SNAIL COMO. TO NE .OLOPD'S INSURANCE UDERAMTEBS REQMEIENIS. FF 6FY LOCATORS OF LANDLORD PRODDED 71 NK. MAN WHIN PRf1NSES PALING SHALL BE SCHEDULE 40 BIM( SLEET. 5. SPRN.PS ALE TO BE INSTALED OYER MID UNC. MY TAO -Letel CONSTRUCTOR, AD UNDER SELY6 OR TABLES OVER 4' -0' WGE INSIDE MY SMALL E ese SP.5 (LE FANG ROOMS), OR N CONCEALED F.R OR .11G SPM.E WIPE COMBUSTIBLES SILL NOT BE INTRODUCED IN11L FULL SPRWQER PROTECTION IS N SERVICE SPRINTER REM 7FMPEPANRE RATINGS NE TO BE AS REQUIED BY LMC.oM'S SUBJ ECT O COOS ER ANAL I,E cOtS9FAFD PREUMINMO MD SUBJECT TO WOE APPl1CA10R 7. MMWT5 GENERAL CNN.Tq SHALL OFO0 LANDLORD TWENTY - fW fW HOURS PRIOR TO SHUT 00YR OF SPRINKLER SYSTEM FOR PU OF TANG INTO THE PR.. SYSTEM. AL SUCH COSTS SHAD. BE PAID BY CONTACTOR. 8. AFTER DE AUTOMATE SPRINT. VS. IS .STALLED R SHALL BE INSPECTED MD TESTED BY TE SIPRIMAOER CONDUCTOR. A WRITE. REPORT OF SU. INSPECTOR NO TESTING STOLL BE SLBMINED ON APPROPRIATE FORM PRESC819D BY, OR ICCEPTIBLE TO, THE STAB FIRE MARS., ONE COPY EACH OF SMO 9 SHALL BE MASHED TO THE UJDIDRD AND THE TUC.. 9. cm. CONIRICTOI E TO INSTAL FITE E TRIG ISNR AS SOWN ON .ET A2 AND AS DIRECTED BY TENNIS RFP11.1.1,".E. 10. SPRINGER HEMS MUST BE MINIMUM OF 10' FROM TRACK LG. F./RES. 11. GENERAL CONTRACTOR IS REWIRED TO 9CLUDE PLANS a SPE: ATTO6 INTO CLOSE -WT PACKAGE RESPONSIBILITY NOTES 1. ROOF OP.. FOR HVAC. EQWYEM AO TERMED LORI( SHALL BE THE 1 46(56 OF ME H.VAC. SUBCONTRACTOR. HE SW- 011 F.. THE LANDLORDS ROOFER FOR 11415 WAIN TO RAMAN4 THE ROOF BOND. 2 ROOF OPEMDMS FOR PLUMBING AND RELATED WORK SOLI. BE TEE RESPOSBUIY OF OE P19BING SBWNIR/CIOR N SHALL EMPLOY SHE WDLDRO'S ROOFER FOR TAMS WORK TO MORN DE ROOF BOND. 3. MM WING, REQUITED FOR HVAC. CONTROLS SISIEMS SHALL BE THE RES...UN OF ...CR.- CONTRACTOR. MEOHVICAL SIBCO.00IOR SIlAll. SUPPLY THE CONTROLS AND WANG MOMS AND INSTAL THERMOSTAT. 4. SANITARY SEWER MD DOMESTIC WATER STILTED INTO DE PREMISES BY THE LANDLORD. REFER TO SHEET 1.1-1 FOR .ANIONS FIELD VE NR LWATIO S. 5. THE 1014.0 716 OBIS IRE THE TEM.. R6PoNSDl01'. HOWEVER THE warm 5H., AT HIS OPTION, SORT TO THE TOONE FOR APPROVAL, A PRICE FOR THE ...ORD TO PRIEM TE FOLLOWING UNDER FIDOR U71.5 ROUGH-IN MD SM DEPRESS.. A .DERFLOOR PLULIBINO ROUGH -M. B. SLAB DEPRESSIONS FOR LOBBY .OR TWISTER. 6. THE SPRINKER CONTRACTOR SOLE SUBIC SDP DRAWINGS TO THE sawn LANDLORD AND TO DE APPROPRIATE RAT. BLARED FOR APPROVAL A COPY OF THE APPROVAL LETTER FRO/ TE RATING BUREAU SHALL BE FORWARDED TO THE TENANT ND IMDLDM AS USED W STET A -1. 7. THE emirs GENERAL CONTRACT. (15-11.) S1141... CONCURS ANAL PWBIN9 NES TEAT TO THE SECOND FEDOR STRUCTURE .. OR SLAB SHALL BE COALED AS REQUITED INS TO TA 56 L SERVICE secs, FLDOR BONS. ETC_ 8. DIE H.VAC..CONTRACTOR sac. miner NL ROOF MOUNTED H.VAC. EQUIPMENT MO APPARATUSES ANTRA T HMI PARED All THE 10. UsRY SUB CONE MIE TO LDCAE MMHG UMY EQIPS.T. WHICH IS TO REMAIN QNDLCD OR OTTER TENAIM ON AS -SALT PL N IN POSSESSOR OF SPERBOENIENT. MANY ACRE IOt TO F(RWARO NFORMAION TO DE BLlCNLE NCWyPORA ADDITIONAL CALCULATIONS, DETAILS & DIAGRAMS RAVE TRANSIION FROM FIN suer ()mei TO MAIN OAR TRUNK USING 06 VIBRATOR SEATON COLLARS. TRPNSIIIOH OMNI SHAWL F0111. THE roar ECONOMICAL .' MEMO. AS OESEMBED BY THE 1989'A 11 FUNDAMENT. NOP. 32, FIGURE 7 -11 61 THRU 7 -15, OR 1991 9AICUA TABLE 14-11, FIGURE T" DRU J'. DUCT WCT X/Y ' 2/Y WON AR OR.OUTDOOR 140 DUCT UP/DOSS SUPPLY MR WC1 UP /ROM ARRAN NOCATD THE DIRECTOR W AR ROW MOTORED WIPER N ROT. DUN. PLUMBING EQUIPMENT SCHEDULES mums ToBEe®L7akd. nt Eicwi efficE EFESIMATIM MECHANICAL EQUIPMENT SCHEDULES BRUCE ] HVAC LOAD CALCULATION DES. MINTING D.. IKON DIFFUIE. SAES TRY SID & 70 14 SLATER YET BM 68 60. 0 9 NMIDITY RATIO 77 Y t5 YMER DRS' ILLS 21 ro 49 SLIVER OS[(N NOAH .LLY SILO 911NG 18 3 WE 3/29/61 .OBI 1 1090 cog 9959E MOLTS SUJM.TER SP. .52 CITY L STAB MOIRA, WA ASHME CITY SEATTLE AIM. ATONE 449 LATITUDE 47.45 L A 5345 SC FT. C ITEM DIR. CI. LAT COTE K RAT OG1 n R U NSA BSU1 INN 0 Q(m NEAP QPR a&Ta YAL QII.TG KA 1977 R. FLAT 68 -la l5 86. BS 0. 8 501 2698 1977 8 It "Rr" 19 -IG IS 2].8 0. IS U It SHIM 35 -1415 438 0.IS C WALL EAST 37 15 T WALL S AL 28 -IQ 15 36.8 0. IS MASS ALL 11 -l0. IS 11.85 a 93 CIEO T TO TdDI ffIGIlE fIR PLF7NIN IETIA7 iM SMUT. 1753 19776 ITEM DIR. SC S. CIF AEA NRES GIASS N7RM 0. DD 45 1.03 0 0 GLASS .14 a R 30 coo 0 0 toss EATr a ee 9 1. q 0 a ¢MISS m D. as 198 1. q -D a TYPE VATTS X BTWWTT X FACTOR % X TO SPA& FUE ESCQRS 4318 a 41 1. 10 0.75 RECESS 12232 FUERE.NTS 1392 341 I. 10 I. 00 SURFACE 5821 1N71NNDESLTN TITS 5170 a 41 I.8 X.00 .F. 17630 1NN✓DESCHTS O 3 41 I.8 a 75 RECESS I. VAU.E X MULTI. CUM OR A4EME BTIN EMIIP. I . S SY/ SOS G 5 3 +1 TA 7602 WAD FN w 3 I 2545 TA we 7. Enl!PIFNT 3 a 25 a +l 0 PEOPLE 18 SOFT. PERS. 250 BTUMPER. 12613 0 PNFA % CN/ST % K % TE DIET X FACTOR A SOTS aBB a10 l4 I.OL 2113 0015 4 BB 1.8 19 L 8 73949 0.111. DUCT LIES, IKILNRATIOM YANK -LP ...IT WRDIN E T. 8358 L RON SENSIBLE FEAT .DULOSS z 91941 93725 T MD. AIR '392ON 1397 E PEOPLE 10391n. mew a 20D BIWPER54I 1890 N IKILTEATIOR 0 CW TERN ITEM KAT GIN : M I/BB p ITEM STY FACTOR FACT. VI COIECTED T LIARS IN PLFNAN 4783 341 0.25 4377 H OUT AIR LA.T 1392 U O.90 1.0 1 .30 3 R RIF E Rli➢Olt AIR LAIEM 1392 1S a 90 0. 67 1 DEI .D TO 8;;_ .944 IKILiRATIM p CFM T S4GIRE LOAD 121477 M131 L7L.IN 161D <NUD 1 18541 D LATENT .11 24068 O N I TOG REQUIRED 12 4 T SCGIB.E FEAT RATIO 0.84 KATIND (BIRD 93725 A ELECTRIC HEATING (KO 27.5 T COIL Idr, GD9M) X76 65 WARS THE GENERAL COMMONS OF THE GENERAL SPEOFI ATRMS, ADNG YAM All. APPAL/$& INSTRUCTIONS TO BIDDERS, SHALL FORMA PMT OF THIS SECTOR OF THE SPELL 94.e. REFERENCE IS MADE TO REWI9TE5 FOR BIDDERS AND CONTRACTORS UNDER NCR SECTIONS OF THESE SPECIFICATIONS, WHICH SHALL BE CONSIDERED BINDING, UNLESS OMERM. NOTED, UNDER DIE SECTION. SOOT, EA. CONTRACTOR SHALL TDROUO4Y ALOUAN41 HIMSELF WITH THE LXINSTRUC110N DETAILS BEFORE SUBIDRDD NS BD M NO M1DWANCES LOU. BE MINE BECAUSE OF THE CONTRACTOR'S UFA...MY MOTH THESE DETALS. ALL P.O.. OF CONSTRIETOH VAL1 BE O REQUIRED BY SHE P. OF RE GENERAL CONSTRUCTION. N9ECTIMOORR ALL PROPOSALS SHALL ASSUME THAT CONTRACTOR IS FA/R.INi WITH JOBSITE COMMONS AND UOLIIY LOCATIONS AND TE LICK OF SPECIFIC INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE THE ...OR OF ANY RESPONSIBILITY. ALL PERM. MD SENSES NECESSARY FOR THE PROPER EXECUTOR f r THE WORK S AU. BE SECURED AN PAD FOR BY THE SUBCONTROTOR R4qVED WHERE APPLICABLE ALL WORK UN. THE CONTRACT SHALL COMPLY PATH THE PROMOS OF ME SPECIFICATIONS. DRAWINGS OR AS DIRECTED BY THE OWNER, AND SR, SATISFY Al APPLICABLE CODES. OQUIWNCES. OR ER E OU IE D. OF T GOVERNING BODIES, WHETHER SO SHOWN OR NOT, AND Al MOOFICATIOS REQUITED BY SUCH AUTHOR.. SHALL BE MADE BY THE WMRACFOR WTHOIUT ...OWL COST TO THE OWNER AW86YS.11003.94 1. ALL MANUFACTURED ARMIES, MA.IA., AND EQUIPMENT SHALL BE APFUED A RECOMMENDED BY THE MWUFACTURRS AND UNLESS 0../ISE SPECIFIED SHALL BE NEW, AND FREE FROM NY DEFECTS ALL LAKE MATEMIALS USED SHALL BE O THE S. WNUFAL'IURE AD ..TTY UNLESS OTHERWISE SPECFED. 2 ML WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT .10. AND C ECUIED IN A NEAT AND WORDAMILI E LWIIER. WORK SHALL RE PROPERLY PROTECTED DURING CONSTRUCT. AND ON WLPLEDON. ' INSTALLATION SHALL BE THOROUGHLY CLEANED AND ALL DEBRIS ERIS. As A RESULT OF THIS ...CT STALL BE REMOVED FROM TE PREMISES. C86MOR01NN0F6 EACH SUBCOORACTOR S 11 COMPLY WITH AL LAWS. ODNANCES, RULES MD REGULATORS BEARING OR THE CONCOCT O DE WORK AS DRAWN OR SPECIFIED. F A SUBWNTR1.3R OBSERVES DRAT THE DRAWINGS MD ...TONS ARE AT A/ IMCE HE SEAL PROP. NOTIFY TIE GC ER/L.CONDUCTOR AND THE TENANT N MMHG F ANY SUMPO JCFOR PERFORMS ANY WORK KNOWING R TO BE CONTRARY TO LAWS. OROMWC6, RULES AND REGULATIONS AMO WIMOUT GANG SUCH NOTCE, DE SUBCONTRACTOR SHAL BEAR ALL COSTS WING TEM.. FIDBCIION ce MOOR AND Pld®Y 1. EACH SU...ACTOR SHWl CONTINUOUSLY CNN. ADEQUATE PROTEC OF All 16 WORK FROM DOSAGE AD SF PROW' PRO THE MW IERS PROPERTY FROM WARY OR LEIS MEN FROM HE WORK HE SHALL MANE GOOD ANY SINN DAM.. MEAL .LOSS, E... SUCH AS MAY BE DIRECTLY DUE TO CAUSES BEYOND HIS CONTROL AND NOT TO HIS FAULT OR NEGUCENCE HE SU. ADONI RELY PROTECT ADJACENT PROPERTY AS WELL 2. EACH SUBCONTRACTOR SHALL THE All NECESSARY PRECNUTTONS FOR ME SAFETY OF77EIR EMPLOYEES ON DE JOB AND . COMPLY PM M ALL EMMOS OF FEDERAL, STATE LOCAL BUILDING CODES AND SAFETY LAWS TO PREVENT ACCIDENTS OR INJURY TO PERSONS ON OR .AGENT TO THE PREMISES WHERE THE WORK e BEING PERFORMED. EMI SUBCONTRACTOR SWL MNNTMN ALL N.M. REQUIRED TO PROTECT FH.LF, OWNER ANTI TENANT FOR THE DURA710N OF THE WORK .n1 PROP., L.. AND PUBLIC IL9lITY. COLDaNBEWOR THE TENANT. WTROUT W.A. . THE CONDUCT, MAY ORDER BOOM WORK OR MOTE MONIES BY ALTER . AMC ' OR DEDUCING FROM SHE WM, THE comma BIN BEING mecum aXDFONOY. ALL WORK UNDER TES& SPECIFICATIONS SHALL BE ACCOMPLISHED IN CO AINCIIOH WM OTHER CONTRACTORS AND TF DES ON TINS PROJECT IN A WISNR MI CH HALL AEON EACH CONTRAMOR MD TRADE ADEQUATE HE AT THE PROPER STALE OF CONSTR.'. TO FULFILL HIS CONTRACTS. REFERENCE SHALL BE NAME TO ME OWNER FOR INSTRUCTIONS SHOULD ANY sumac ARSE BETWEEN TRADES AS TO TE PLACING OF U. DUCTS, COOIN., FIXTURES OR ECM... OR SHOULD R APPEAR DESIRABLE M MOVE MY GENERAL CONSTRUCTION WHEN WOULD AFFECT THE APPEARANCE OF STRENGTH OF THE STRUCTURE a6TMOONORAWDMWS MANUFACTURERS WOES ARE LISTED HEREIN HEREIN TO ES ALOE A SINWRD. TI. PRODU175 CI4 O OTER MANUFACTURERS HALL BE ACCEPTABLE F IN THE OPINION OF THE MAK THE SUBSNE MATERIAL IS OF A OUATIY AS GOOD OR BETTE, SINN THE MAIERML SPECIFIED, AND Mel SEAVE WITH EQUAL EFFICIENCY AID DEPETDWIUIY. THE PURPOSE FOR WHICH ME rem MELO. WERE MEN.. SHOP DRAWN. MO CATALOGUE DATA ON ALL iMOR ITEMS OF EQUIP.. AND SYS96, AND SUCH OTHER BLU"IRATNE MATERIAL AS MAY BE CONSIDERED NECESSARY BY TEE TENPM. SHALL BE SUBMITTED BY 1195 CONTRACTOR N AOEQAAE TAE TO PREVENT DELAY. LUNGES OUR. CONSTRUCTION. OWMg3MASROYA1IONa 1. THE DRAWINGS SHOW CLYIT...ALLY THE LOCATIONS OF ME VARIOUS UM DUCTS, CONDUITS, FIXTURES. AND EQIPYEM AND THE MOW OF CONNECTING ND CO TRO EG MCI. R E NOT INTENDED M SHIM EVERY CONNECTION IN DETAIL ARO AL RM. REWIRED FCR A COMPLLIE SYSTEM. 2 SHOULD ANY CHNGES BE DEFIED NECESSARY BY THE CONTRACTOR IN RDAS SHOWN ON CONTRACT ORM., TIE SHOP DRAWINGS, DESCRIPTIONS, AND THE REASON EDIT DE PROPOSED C . SEMI BE SUBMITTED TO ME OWNER FOR APPROVAL LRY THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE SATISFACTORY MD COMPETE DEWTOR Of ALL WOK INCLUDED IN HIS CONTRACT. HE SEAL PRODUCE COMPLETE FINISHED OPERATING SYSTEMS AND PROVIDE All INCOENTAL TIDE REQUIRED AS PMT O H. WORM REGARDLESS OF WHETHER SUCH ITEM IS PARTNEWLY SPECIFIED OR INDICATED. H.V.A.C. GROWL 1. ALL HEATING, VENTURING AND AN WNDRXINNG MEALS MUST BE DESIGNED MD INSTALLED IN CONFOR/INCE MOTH THE STATE AND LOCAL BUILDING CODE ROOM. FIE ND DEPARTNFM E ST REGULATGNS. AND ME ! NEST FD'lION OF SMICNA ASII 2. DUCTWORK AND ALL OTHER HVAC OOSTRUCTON MUST 8E DESIGNED TO CLEAR NY INTERIOR ROOF L&DERS, BWSPOUIS, CAS UNE5 OR OTHER cosmic CONSTRICTOR THAT OCCURS IN TENANTS LEASED SPACE. 3. EXHAUST DUCT, PLUMBING VENTS AND RUES SOLI NOT BE LOCATED WRHN 10' -0' OF ANY EXTERIOR WALL WHEREVER MSSBIE. EXHAUSTS L. BE A !AMUR O 20' -0' FROM ANY FRESH AR MTNES FOR H.VAC. EQUIPMENT: NOTE THAT THIS OR .0 APR. TO NSW. BETWEEN WNW MOWS ROOF WORK I D THAT .. TAORDROPON MUST BE GONE THROUGH THE LVDLORDS REPRESENT... 4. ALL ROOF NM SHALL BE COORDINATED WITH SHE LANDLORD. FIELD REPI10 PO THE HVAC. L .TRACTOR S REUSE TTI USE LANDLORDS ROOFING CONTRACTOR FOR ALL ROOF W'OM. THE HVAC. CONTRACTOR M. INCLUDE THE COST OF SOLE N HIS BID. HVAC. CONTRACTOR HALL PROVIDE PERMANENT IDENIFICATON OF ME STORE NNE ON ROOF TOP EQUINE. FOR THE CONVENIENCE O MAINTENANCE AND REPAIR WORK. AL NEW ROOFTOP EQUIPMENT SHALL BE PLANTED AS PER LANDLORD PEQUIREMEMS. 6. H.VAC. comma. SHALL PAY ALL FEES, OBMN ALL PERMITS AND INSPECTIONS AS REQUIRED FOR MIS PORTION CF THE WHAM. 7. H.V.A.C. CONTRACT. SHA L MR THE SIRE TO DETERMINE THE FULL WENT O HE WORK. MY MSCAEPNCIES MOTH PUNS SHALL BE REPORTED IC TENANTS RE7ME.TATIYE. a Nl NEW MATERIALS, EQUIPMENT .WD WORN MAIL BE G.RANDEED FORA PERIOD OF OE YEAR FOLLOMVY. DATE OF NEEFTANE BY TENANT, IXCPT WHILE A .GET ".::AMNOY PERIOD IS MOOED BY ME WJDFALTRERS O Emmert OR COM...S. 9. PRIOR TO DE STMT UP OF HVAC SYSTEM, THE H.VAC. CONTRACTOR SOLE CLEAN ALL DUCTWORK AND EQUWNEM TO .ONE AHY OM, RUBBISH OR DEBRIS. 10. ME COMPLETE H. VAC. SISTER SHALL BE TES. MD .OICE0 8A THE HVAC. CONTACTOR TO INSURE PROPER AIR. POW TO ALL AREAS SHE .ERA CONTRACTOR .011 CONTRACT NM AN 1NOFQDENT .11.4G ASSOC.. M .0Y ALL AR ROW. A COPY SHALL BE .NISHE0 TO THE MUIR. FINAL CN AFTER PAR BALANCE SHALL BE WiHN 10S OF RESIGN AIRFLOWS. I1. AU ROOF MP EDIPYDIT SHV& BE CONVEYED VIA A RUNWAY OF 3/4' PLYWOOD SHEETS 2 X Ur RHNERS AND A RUBBER TIRED COMEYANI VEHKIE NO //OR AS APPROVED BY LANDLORD. TIE H.VAC. CONTRACTOR IS RESPOND. M COPY APPRO. METHOD MD I N C L U D E THIS IN HE BID. 12 SPLASH PALS OR BLOCKS ARE REQUIRED ON THE ROOF AT Ml ROOF TOP UIT CONDENSATES, OR AS DIRECTED BY LANDLORD. 13. FOR .MORAL H.VAC. INFORMATION REFER TO MECHANICAL DETASS All None. ball AT Lira allebb ACC C.11 NAT RP ablt FURNISH ALL MA.LVS, ENDREM. AND LABOR NECESSARY FOR A COMPLETE FULLY OPERATIVE HEATING, VENTRAMG, AND AR CONDMOKNG OSTEN EXCEPT AS SPECIFICALLY EM.U. BY TE DRAWINGS, NO/OR TFUUNTS DIRECTIONS. RA9WD 1. AR COMMON. UNITS - UNITS SHALL BE FACTORY € 01 NM PRE -TESTED INCLUDING FANS, MOTORS, COLS, 74.1 OLT., WSW. PITCH ORA., ETC. ALL DM SHALL BE MUFFED WITH AN ECONOMIZER P.. AND RELIEF DAMPER UNITS W. HAVE NET CAP.Y RATINGS DETERRED AT DE SPEWED DE ON .DMON5. THESE NET CAP.Y RATINGS SHALL BE DEDOWE D BY DEDUCING FOR MOTOR HEAT. THE MR CO LED 671101 ONO 0915 SUPPLED SHALL HOE A TOTAL SSTEM ENERGY RATIO (MO OF NOT LESS THAT 10.0. THIS EER SHALL BE DETERINED BY MENG THE NET CAP.', AS REFINED ABOVE BY THE TORN. INPUT WATTAGE THE TOTAL INPUT WATT. D 10 INCLUDE THE WATTAGE OF AL FAN MOTORS ANAL ASSOCIATED EQUIPMENT. CONTRACTOR WLL FURNISH MORMON ISOLATION AS REQUIRED MD RECOMMENDED BY EOIAPYENT MANUFACTURER 3. AIN COOLED CONDENSING UNITS - UNITS SHAL BE FACTORY 0.4EM9ID AND PRE- TESTED, AND WILL 661 HEAVY CALVMN® STEEL HOUSING MISLED MIDI. BAKED ENAMEL, NR COOLED CONDENSERS WITH COPPER RUBES AND ALUMINUM FRS, CONTROL PANEL, COPR.50R HIGH AND LOW PRESSURE CUTOUTS, MUFFLERS, CRANKCASE HEATERS, LIQUO RECEN'ER, ETC. COMPRESSORS SHALL BE OF THE HERNETMAllY SEALED OR .1- FERLIETICAUY ..03 TYPE (LOW NOM CONTROL SRO.) CENTRAL STATION AR HANDING NG EQUPMEM - (IF SCHEDU. OH M AWNGS) STOLL BE LOW TO MECUM PRESSURE SINCE ZONE 0.14-111RU UNITS BE COAPLETE'MTH MO. WOAD TRINE OR MING CONS AND SHAL ACCESSORIES AS SPEW. ON DE PEWS. REEF AR FANS: FOR GRAVITY RELIEF, POWER RELIEF, MANE -0P NR AND MOM DM. FMS REFER TO LECLWIGY PLAN AND MECHANIC& EQUIPMENT SCHEDULE 4. ELECTRIC SERV HEATER - EACH STRIP HEATER SHALL BE CONSTRUCTED TO SLAM INTO THE DUCT THROUGH A RECTANGULAR OPENING IN THE SIDE EACH STRIP HEATER.. BE NPNEHED COMPfETE WM BULT -N .NETIC CONTACTORS. MR ROW SWITCH, AND FACTORY PREYI. TO TERMINAL STRIPS FOR UNE AND CONTROL CONNECTORS IN THE FIELD. A THERMAL CUTOUT SHALL BE FURNISHED EMIT EACH SAP HEATER TO PROTECT THE HEATER /ERNST AIR FALURE 1. COME. warm EMIT .41 BE USED BY UNOEROTER'S LABORATORIES INC. CORES SHALL BE ARRANGED FOR MNWIUM DO-STAGE CONTROL AT 10KW AND MOVE. 5. FILERS - FEM. SHALL BE OF ME THROW AWAY TAPE MERL. POSSIBLE F FILTERS ARE OF NECESSITY SHE PERMANENT TYPE, TEN 11EY MAST BE OF TEE CLEAVABLE HIGH *wary TYPE AND SHALL BE AMERICAN AN FILTERS, MR MAYS, EV., OR APPROVED EQUAL TENTS .11 BE OF 111E ORIAMUM THEO E55 AD DESIGN FACE VEIDOIY 901E NOT CC. =FEU INSTAL.T N OF TE MR CDNOMONING UNIT S1W1. BE 5 ACCES SO As 1 NOT IMPEDE S TO ME FILERS. 6' THE FILT 011 ERS ARE IN FRAME HOLDERS, TEN WL. HOLDERS S4N1 BE PROVIDED WITH A UP HANDLE. 6. D.J. FMS - A SOW WIDOWS - EQUAL. TO COOK GM -1 SORES. NOTE THAT IN AVY CA E NO RASTC PARIS PALL BE NEETTABLE. B. TOUT EXHAUST - EQUAL TO ROAN 51201 RIME. BACK DRIFT 0.W"ER. 7. ALL DX PACKAGEDOPUT UNITS WILL BE EQUIPPED WM DYNELCO LATE -STAY 7ME- LCS -2R5 THERMOSTAT SUPPLED BY TENNT AND N5TAL. BY YEOMAN. COO . CONTACT O/NF1L0 AT 1- 800 -292 -2444. STANDARD COND.. 05 F FOR R LIE -star DPFRATON ARE AS FC1DW5 COWING 70 F OCCUPIED COOING .TPORM 85 F - 85F RANGE. 85 F COOING NIGHT .113/. TEMPERATURE MIND 88 F OCCUPIED HFATMG SETPOIM 60 F HEATING NEM SETBACK TEMPERATURE A, CONTROL VIX.G SOLE BE IN CONDUIT. CONDOR INSTATE! BY EC. ALL comma WRING SHALL BE 118. SHIELDED STRANDED WIRE TKRMOSTAN5 AND CONTROLS FOR CHILLED WATER, VAV OR GWDLORD Aft SYSIE76 SILL BE JOHNSON CONE. HONEYYEL, BARBER -COLE. OR AS REQURED BY VNIXDRD. VERIFY WTR .10.0 F ANY OR ALL CONTROL COAPONMS AE BY LANDLORD. 8. THE HVAC SUS- CONTRACTOR OWL OEMEY ALL ROOF MOUMED HVAC EMINENT AND APPARATUS WM 2" HIGH MIMED STENCILED SHOE NOSE ON ALL SDE9 OF EQUPMFM. 1. SQUIRE AND RECTANGULM DUCTWORK .ALL BE CONSTRUCTED OF NEW GALVMMED PRIME GRATE SHEET STEEL C THE FOLLOWING GAUGES: DJIZSIZE 12IES5 13" TO 30' 31 TO 54' 55 TO 84' 8.5' AND O. DUCT 512E (DVLEIEA) 8'AD LESS 9' TO 18" 19' TO 30' NVD9SA D9EPCD5 DUCTS 24 22 20 N0. 26 US. GAUGE N0. 24 U.S. GAGE N0. 22 US GAUGE N0. 20 U.S... N0. 18 US. GA10E 2. SQUARE AND RECTANGULAR DUCTWORK SOLI. BE COOTRUCTED AB FOLLOWS: SIZE BM 17 Et .5 ' AND CLEATS 18 TO 30' 5 'L' STANDING SEMIS . 3' -0' CENTERS 31' TO 54" I -1/4' STANDINGS SEWS ON 3' -0" CENTERS ROUND mamma SOLE BE CONSTRUCTED OF NEW GALVANIZED PRIME GRADE SHEET STUB.. OF THE FOLLOWING GAUGES Firms AL1 90 *770 O NE - CEGNEE &LBO. FOR ROUND WCTWOR( SHALL BE FIVE 5 %E LLL S. JOON. SOU BE SWAGGED WiTN WS SNAL BB BI FV1F INN (7/2') OVERLAP. 1 ALL DUCTWORK S011 BE MADE AR TIGHT WIM MASTIC AND PRESSURE SENS VE TAPE 4. AL SUPPLY, RETURN AND OUTSIDE AAR oucnDRIR U3 ATED DAMN THE BUILDING SILL BE INSULATED W 1 ONE AND ONE- HALE INCH (1 -1/2 THICK FOIL --FACED REDMAN 5 INSULATION. 5. ALL SUPPLY ND RENRN NR .IS LOCATED OUTSIDE O THE BUILDING OR EXPOSED TO THE REAMER S H ONE AND ONE -HALF INCH (1 -1/21 RIGID INSULATION ON 0 ON AVE THE INTERIOR OF ME DUCT. 6. CONTRACTOR W. INST. INSECT SORTERS ON ALL DUCT OPENINGS WHICH LEAD TO OR IRE OUTDOORS. INSECT SCREENS SHALL BE 10 GAUGE, ONE -WARIER INCH We) MESH IN REMOVABLE GUAM. STEEL FRNES. 7. Al emu DUENSO. SHOWN ON DRAWING ARE CLEAR INSIDE DIMENSIONS 1. ILL HOPoZOMAL OIMTS FNONO A DNEN . OF w INCHES AND LAS SHALL BE SUPPORTED BY MEN$ O BIND RON HANDERS OF N0. 18 US. GAGE ATTACHED TO TIE DUCT BY MEANS OF NETS, SCREWS, OR CAMPS. AND FASTENED TO STRUCTURE ABOVE BY TOGGLE TAUS OR OTHER MEANS. EACH SECTION OF DUMP. SHALL HAVE AT LEAST ON PAR OF SUPPORTS. VBMWL DUCE SHAM BE SUPPORFD S 1 -1/4 X 1 -1/4 WERE X 1 -1/4" ANGLES TREY PASS THROUGH ME FLOOR U.. 2, Au IIORIIOMAL DUCTS TAMING A DINDSION of b INCHES ARD MORE SHALL BE SUPPORTED BY MEWS O ANGLE RON TRAPEZE HANCAS. EACH SECBN OF DUCIMDRK SQUALL HAVE AT LEAST ON PAR O SUPPORTS. 3. DUCTWORK SHALL BE SUPPORTED AT ALL TURNS AND TRASMONS SUPPORT STRADM DUCT EVERY 8' UP TO 35'. EVERY 6' FOR DL'^T FP 38' TO 59', AND MERY 4' FOR DUCT 60' AND OVER. 4. HEAER DES. SHALL BE AB DESCRIBED IN THE LATEST EDRION O THE MAC." MANUAL REINFORCE.. MEMBERS MAV BE USED TO SUPPORT THE DUCT MST. PROVIDED DERIVES OUTLINED IN ME ARIREIENIDNEO DOCUMENTS ARE ADHERED TO. 9MOACOBN 1. ALL DUCTS REDLINE RFIKO SOL KILEM E BE RENEWED 165111 10 11€ ACCORD. TO THE LATEST EDITOR OF S AMR. NAG. 2 MATERIALS FOR RDKOHCEIM MEMBEFS SFOL BE GALVANIZED STEEL ALL SCREW'S MD LASERS SHALL BE PLATED OR GALVANIZED. I. CONTACTOR WILL PROVIDE WATER TIGHT 24 GA. SHEET METAL .SLANGS AT ALL EXTERIOR WALLS ARD ROOF PENETRATIONS. 2. AL CUTT8G OF ROOF OPENINGS, SUPPORTS FOR ROOF OPEN.. PITCH PINS, ROOF CURBS, FIASIINTS. COUNTER FLA4RNGS REPAIR TO ROOF, ETC. A48RTED WITH HVAC SUB - CONTRACTOR SHALL BE THE RESPOIWBERY AND PART O RE CONTRACT OF THE MC SUB - CONTRACTOR. FE SILL EMPLOY THE LANDLORD'S ROOFERS FOR THIS WORK SO AS TO MAINTAIN THE ROOF BOND. .15911WN6E DOOMS 3 . 4. 5 . lNNi AN7BEV5 VANES PLUMBING NANO. AND SMOKES ALL NMBNL DAMPERS, FRE DOWERS, MOM VANES, REGISTER CONNECTIONS, ACCESS DOORS OR OMER ASSOCIATED MXA40615 ISRAEL BE I STAllEO ICCOPpNG M THE LATEST PUBL... OF swLNA• MNDAL- 1. SPUTTER DOWERS SEAL BE FABRICATED OF SHEET STEEL NOT LESS MAN ND. 16 US GAUGE PM ..DING EDGE HEMMED. EACH GASPER SHALL DE LARGE ENOUGH TO COVER THE SMALLER OF TIE TWO OPE/Me R CONTROLS. owes SHALL BE CONTROLLED AB FOLLOWS: EXPOSED OR ...BE DUCTWORK - LLILIDMO .DRAMS EQUAL M YOUNG REGULATOR NO. 1 WIM WIPER ROD END BERMS ON OPPOSE ETD. CONCEALED DUCTWORK - LOCKING QUADRANT EQUAL TO TU NG REGULATOR N). 315 (CHROMIUM PLATED PM DAMPER ROD END WAN GS ON BOTH ENDS). VOl11NE DAMPERS SHALL BE OF THE OPPO.D NTE LOCING TYPE AS WM /FACTURE° BY 1&65501 FOUNDRY . FURNACES CO. (AFPCO) OR EQUAL BLADES SN 06 AIL BE OF N0. 16 GAUGE STET METAL AND SOLL NOT E%CEED 48' IN REM. OR IN WIDTH. BLADES SO. BE ON ONE -HALF TECH (1/27 6) DIMIEIR RUSTPROOF AXLE BEARINGS SHALL BE OF THE SEIF- LUBRICATING FERRULE TYPE JOB FABRIWTED DRNN6 VANES .1 BE ACCEPT.. IN SQUARE ELBOWS. FRONDE AND INST. BALDER -03.4 ARTURIS OR EQUAL TUNING VALES WU BE OF TE 544E GAUGE METAL M THE DUCT IN WHICH THEY PRE INSTALLID. RADIUS ELBOWS -1/2 L LHES THEC01101 1N S OF ONE AND PING AND FITTINGS SHALL BE OF THE WEIGHTS AND TYPE$ SHOWN ON THE DRAWINGS. SIDES SOWN ON THE DRAWS ARE NORMAL PIPE BIZ'S. 2 ALL PPNG SHAT BE NSTAllID PMUIIEL TO, OR AT RIGHT ANGLES TO ME BODING WALLS AND PMTNO45 AND STMT. BE INSTALLED WITH THE PRO. ARCH. ALL NM SILL BE UPENDED AND POUNDED TO REMOVE ANY FOREIGN MATTER PR6IXR ANDS ALL BE SWABBED NELES... REFRIGERANT %PINO SHALL BE TYPE 'L' COPPER W111 WROUGHT COPPER R.N.. JOINS STALL BE MADE USING SU. OR 95-5 SOLDER. WITH ONE NCH ( 1') 0 SUCTION LANES LULL BE PO.. CH (17 MILK N9NA.N. PROVIDE A CONTINUO. VAPOR SEAL OBBAL 1. 1ENNNTS PLUMBING SHALL NOT BE CHASED OR CU INTO OR THROU. THE DEI4 G COALS (SEPARATING TCMWTS LEASE SPACE FROM ADJOINING .N. SPACES, ETC.) OR EXTERIOR WALLS. 2. VENTS .LL NOT BE .ATED DAMN 10' -0' OF N E.F. COAL ROOF RASH. SLEEVES MUST BE INSTALLED AS PER LANDLORD REOUIREMEWS. 3. .DLORD FURNISHED SAW. CURET BELOW STAB: GENERA LOCATION SOWN ON MECWN . SHEET. GENERAL COMIC. MUST FEND VERIFY. 4. LANDLORD IRSTALED COLD WATER UNE GENERAL LOCATION SHOP. ON MEMS.M SHEET. GENERAL CONTRACT. MUST FlELD VERIFY. 5. PLUMBING CONTRACTOR IS RESPONSIBLE TO VERFY Al COSTING COMMONS N THE FIELD AND REPORT Al DECREPNCI. TO TIRE TENANTS REPRESENTATIVE 6. AL TOILET AREAS ARE TO HAVE A HOT -WATER SOURCE FRONDED BY THE CONTRACTOR. REF. TO SCHEDULE 167 MORE NFORMMION. 7. HOT /COLD RATER PIPING AND WASTE LNE BELOW LAVATORY Sic. BE INSU,AED AS RE QUITED / LOCH AM CODE 8. All PIPE NSULATON SEW. BE NONCO/BU5118.£ MATERIAL es REQUIRED BY LOCAL CODE 9. WATER METER IF REQUIRED .ALL HAYS SNIT -OFF VALVE ON BOTH SIDES OF METER. 10. CAS NES MD REFRIGERATOR LANES ON ROOF SHALL BE SUPPPONED BY TREATED .00 BLOCKS ON ROOF PODS BY LANDLORD. ROUTING OF LANES SHALL BE COORDINATED MATH LANDLORDS PRIVET NXt. 11. FOR ADOTDNA PIUMBNG INFORMATON, REFER TO SPECIRMONS AND DETAILS ON MECHAIIGL DRAWINGS 1. SALT. SEWER - CAST IRON OR COPPER PIPING MAY BE USED EXCEPT THAT ALL- PIPING BELOW GRADE SHALL BE CAST RON. YEAS TWO INCHES (21 IN SIZE NO SMALLER MAY BE MI ER SCHEDULED 40 GALVIN.] .EL OR COPPER PIPING. 2. D 1710 1 WATER N ING D HOT WATER PIP SHALL BE COPPER TYPE INSULATED WTR MORE OR EWrvALDO MUTATING TO A MICRNESS OF I, 3. GAB PIPING STULL BE BUCK STEEL SCHEDULED 40 WITH SCREWED M.S. 4. CHILLED WATER SUPPLY AND ..URN %%NG SHALL BE GV.VANRED STEEL PIPE (STANDARD DEL) OR THE 'L' HID COPPER MUG. ALL PIPING SHALL BE INSULATED WM 1" THAN OWENS CORNING FIBERGLASS 25 ASJ/SSL OR EQUAL 1. SCREWED PIPE SHALL BE MADE UP WITH PIPE COMPOUND APPLIED TO THE NNE THREAB NM NOT MORE MAN TWO MINDS LEFT ExPOSED. PPE SHALL BE RIMED TRIER THREMING. 2. BELOW GRADE SWRARY PIPING SHALL BE CAST IRON PIPE AND .LL BE OF ME HUB ND SPKXT OR NO -HUB TYPE. INSTALLATION MUST MEET AIL PROWSONS O APPLICABLE CODE ABOVE GRADE GENERAL CONTRACTOR SHALL HAVE OPTION O USING PVC AS COLE PERMITS. 3. COPPER JOINTS SHAL BE MME UP MOTH 95 -5 SOLDER. HORIZONTAL PIPING SHALL BE SUPPORTED AT INTERVALS NO TO DECEED 10' -0 WITH SWIVEL SPLIT PIPE HANCQS EQUAL TO CRANE N0. 199E OR OtINNELL N0. 10<. VERTINL PIPING SHALL BE SUPPORTED BY MEANS O WROUGHT IRON CLAMPS SUSPOIDED FROM ME UNDERSIDE OF STRUCTURE PM HAMOER ROOS. AL VALVES SHALL BE BRASS MD MANUFACTURED BY CURE H., MOCK:. LUNO.NHENER. NORDSNd/, GRINNELL OR EQUAL. ACINOF4 5 FOR SECOND LEVER. STORES, THE TENANT$ GENERAL CONTRACTOR SHALL RUN ALL INES REWIRED FOR PURRING IOU. -INS TORT AGAINST THE UNDERSIDE OF THE SECO. FIDOR LEVEL THE SECOND FLOOR STRUCNRA BIM SHALL BE CORED AS REQUIRED TO INST. MESE LIENS AT THE .ANIONS SHORN ON THE PLANS. T,STNGMDADJ STING CAS %%NG SHALL WTDISTND AR PRESSURE MIN: PER LOCAL PLUMBING CODE 1. SHOP DRAWINGS, seams 919 /TIME me MEROAD2 .01 -.316 SOLI BE SBH1Tm D TIE 9UICIE ANC, LMDLOD i 9HBVICE MERMEN Re APPLICABLE AUTHOR. FOR APP.. PROM TO START OF PORK ALL APPROVALS AE PRFLJIMIARI' PDCWG FERAL FED INSPECTED A W W of TIE APPROVAL LETTER %OM THE - TIRING BUR. SF. RE FORWARDED TO DE .ANTS LAMDIDRD NO i0: LORI K.PPE DE BUCKLE 2107 W. 2481 ST: KEARNEY, TIE 68845 2 WRNKIFR HEM - 9106 WIDOWS ML my. CBUA.S - TREY mum TYPE WITH A WIVE LIP. seas, OFFICE m3ERRIO6 AID FIRE CORRIDOR Of REINED) SHALL BB SENI-R.SSED WHIE YAM A WOE ESCUTCHEON PLATE SI..011 - ER. PDLIWT TYPE S ALL SPORTIER HEADS N SES AREA IRE TO BE CENTERED N 272 MVO .ES. FOR 2. SECOM) WOK SIYUTATED) CENER HEADS IN M WOK C1UNG (2X2 NEW SPRINKLER LAYOUT TO RE BASED ON LATEST TEPA STMOMDS. LOCAL BULIEME CODES, AI AUTIDRIES 1 WING JIW60.. MD SNAIL COMO. TO NE .OLOPD'S INSURANCE UDERAMTEBS REQMEIENIS. FF 6FY LOCATORS OF LANDLORD PRODDED 71 NK. MAN WHIN PRf1NSES PALING SHALL BE SCHEDULE 40 BIM( SLEET. 5. SPRN.PS ALE TO BE INSTALED OYER MID UNC. MY TAO -Letel CONSTRUCTOR, AD UNDER SELY6 OR TABLES OVER 4' -0' WGE INSIDE MY SMALL E ese SP.5 (LE FANG ROOMS), OR N CONCEALED F.R OR .11G SPM.E WIPE COMBUSTIBLES SILL NOT BE INTRODUCED IN11L FULL SPRWQER PROTECTION IS N SERVICE SPRINTER REM 7FMPEPANRE RATINGS NE TO BE AS REQUIED BY LMC.oM'S SUBJ ECT O COOS ER ANAL I,E cOtS9FAFD PREUMINMO MD SUBJECT TO WOE APPl1CA10R 7. MMWT5 GENERAL CNN.Tq SHALL OFO0 LANDLORD TWENTY - fW fW HOURS PRIOR TO SHUT 00YR OF SPRINKLER SYSTEM FOR PU OF TANG INTO THE PR.. SYSTEM. AL SUCH COSTS SHAD. BE PAID BY CONTACTOR. 8. AFTER DE AUTOMATE SPRINT. VS. IS .STALLED R SHALL BE INSPECTED MD TESTED BY TE SIPRIMAOER CONDUCTOR. A WRITE. REPORT OF SU. INSPECTOR NO TESTING STOLL BE SLBMINED ON APPROPRIATE FORM PRESC819D BY, OR ICCEPTIBLE TO, THE STAB FIRE MARS., ONE COPY EACH OF SMO 9 SHALL BE MASHED TO THE UJDIDRD AND THE TUC.. 9. cm. CONIRICTOI E TO INSTAL FITE E TRIG ISNR AS SOWN ON .ET A2 AND AS DIRECTED BY TENNIS RFP11.1.1,".E. 10. SPRINGER HEMS MUST BE MINIMUM OF 10' FROM TRACK LG. F./RES. 11. GENERAL CONTRACTOR IS REWIRED TO 9CLUDE PLANS a SPE: ATTO6 INTO CLOSE -WT PACKAGE RESPONSIBILITY NOTES 1. ROOF OP.. FOR HVAC. EQWYEM AO TERMED LORI( SHALL BE THE 1 46(56 OF ME H.VAC. SUBCONTRACTOR. HE SW- 011 F.. THE LANDLORDS ROOFER FOR 11415 WAIN TO RAMAN4 THE ROOF BOND. 2 ROOF OPEMDMS FOR PLUMBING AND RELATED WORK SOLI. BE TEE RESPOSBUIY OF OE P19BING SBWNIR/CIOR N SHALL EMPLOY SHE WDLDRO'S ROOFER FOR TAMS WORK TO MORN DE ROOF BOND. 3. MM WING, REQUITED FOR HVAC. CONTROLS SISIEMS SHALL BE THE RES...UN OF ...CR.- CONTRACTOR. MEOHVICAL SIBCO.00IOR SIlAll. SUPPLY THE CONTROLS AND WANG MOMS AND INSTAL THERMOSTAT. 4. SANITARY SEWER MD DOMESTIC WATER STILTED INTO DE PREMISES BY THE LANDLORD. REFER TO SHEET 1.1-1 FOR .ANIONS FIELD VE NR LWATIO S. 5. THE 1014.0 716 OBIS IRE THE TEM.. R6PoNSDl01'. HOWEVER THE warm 5H., AT HIS OPTION, SORT TO THE TOONE FOR APPROVAL, A PRICE FOR THE ...ORD TO PRIEM TE FOLLOWING UNDER FIDOR U71.5 ROUGH-IN MD SM DEPRESS.. A .DERFLOOR PLULIBINO ROUGH -M. B. SLAB DEPRESSIONS FOR LOBBY .OR TWISTER. 6. THE SPRINKER CONTRACTOR SOLE SUBIC SDP DRAWINGS TO THE sawn LANDLORD AND TO DE APPROPRIATE RAT. BLARED FOR APPROVAL A COPY OF THE APPROVAL LETTER FRO/ TE RATING BUREAU SHALL BE FORWARDED TO THE TENANT ND IMDLDM AS USED W STET A -1. 7. THE emirs GENERAL CONTRACT. (15-11.) S1141... CONCURS ANAL PWBIN9 NES TEAT TO THE SECOND FEDOR STRUCTURE .. OR SLAB SHALL BE COALED AS REQUITED INS TO TA 56 L SERVICE secs, FLDOR BONS. ETC_ 8. DIE H.VAC..CONTRACTOR sac. miner NL ROOF MOUNTED H.VAC. EQUIPMENT MO APPARATUSES ANTRA T HMI PARED All THE 10. UsRY SUB CONE MIE TO LDCAE MMHG UMY EQIPS.T. WHICH IS TO REMAIN QNDLCD OR OTTER TENAIM ON AS -SALT PL N IN POSSESSOR OF SPERBOENIENT. MANY ACRE IOt TO F(RWARO NFORMAION TO DE BLlCNLE NCWyPORA ADDITIONAL CALCULATIONS, DETAILS & DIAGRAMS RAVE TRANSIION FROM FIN suer ()mei TO MAIN OAR TRUNK USING 06 VIBRATOR SEATON COLLARS. TRPNSIIIOH OMNI SHAWL F0111. THE roar ECONOMICAL .' MEMO. AS OESEMBED BY THE 1989'A 11 FUNDAMENT. NOP. 32, FIGURE 7 -11 61 THRU 7 -15, OR 1991 9AICUA TABLE 14-11, FIGURE T" DRU J'. DUCT WCT X/Y ' 2/Y WON AR OR.OUTDOOR 140 DUCT UP/DOSS SUPPLY MR WC1 UP /ROM ARRAN NOCATD THE DIRECTOR W AR ROW MOTORED WIPER N ROT. DUN. PLUMBING EQUIPMENT SCHEDULES mums ToBEe®L7akd. nt Eicwi efficE EFESIMATIM MECHANICAL EQUIPMENT SCHEDULES BRUCE ] O Plumbing Plan 2 SCALE: ye- 1'-0' RINOTE TEST NNW SNITCH FOR SHONE DETECTOR 10 I HEAT PUMP CONDENSER (HP -1) ON ROOF SEQUENCE 0 OPERATION: 1. T-STAT DETECTS DEMAND FOR COOLING: A. MOTORIZED CAMPER IS FULLY OPEN (NORMAL CONDITION) B. UNIT HEATF_R IS 'OFF 2. T-STAT STAGE 1 DETECTS REMAND FOR HEAT: A. MOTORIZED DAMPER CLOSES TO 20% MINIMUM POSMON. B. UNR HEATER IS 'OFF' 3. T -STAT STAGE 2 DETECTS DEMAND FOR HEAT: MOTORIZED DAMPER REMAINS AT MINIMUM PORTION. B. UNR NEATER IS 'ON' 0 3 208v Unit Heater Controls SCALE: NONE UNR HEATER SHALL BE AS DESCRIBED ON MS1, (OR EQUAL) THERMOSTAT SHALL ''BE HONEYWELL TRADEUNE; F87401018 W /SUBBASE /067407 048. S LOF00 PIPING TO BE SLOPED A MIN. OF i/4' PER FT. RELIES AIR FM ON ROOF. INTERLOCK O RROS SO FM OPERATES ONLY WHEW SYSTEM IS IN ECONOIA201 MODE PROVIDE SCRE.4NED RBJEF DUCT INTO R/A PLENUM WRH BACKDROP" DAMPER LEGEND SANRARY PIPE VENT PIPE Sanitary Sewer Riser 4 SCALE: NONE O Mechanical Plan SCALE 1/4' THE CONTRACTOR IS RBPONSINE FOR ANY DAMAGE TO THE BUILDING STMaUPE OR UMW PENETRATIONS. CAUSED WA/WSW RAIS THHE TO ANY MB MOOR BE PEWTRATpNS. LEGEND H07 WATER H'W HW CID WATER CW CW ALL PIPING RELATED O THE DOMESTIC WATER SYSTEM SHALL BE WRAPPED WA. FACED FIBERGLASS 1 MIN. THICKNESS OR GREATER AS REQUIRED BY LOCAL CODE OR EQUNAIANT TO I ARMAFLEX. ALL WATER PIPING SHALL BE COPPER AS SPECIFIED AT SHEET MS1.. O 5 Domestic Water Riser SCALE NONE Mechanical Plan Notes, O R PM' T.DH U u .t vi' EI a IPIENf LOCAKNLS wRI TAPE' HAtA1LORD. RffOHAFACA, CONTRACTOR TO $ET OMf TO Oa. 6000 CF11. O 0/A CR81.E TYPE 'E. O 3 PISMO 3/4 DOMESTIC WATER SNB-N. 498FY ENACT E000ION AND Milt O NEW RMET'ROO1 Al COSTING PURISM MIC H IS NOT O BE REUSED SHALL BE DISCONNECTED AND REMOVED FPOY THE ® W N ROUTE 4 TO TOW ` ROOD/. (Al COSTING SANITARY SEWER LOCATIONS FOR THE LEASE WIZ THAT ARE NOT HONG REUSED SHAM BE REMOVED O BELOW THE SLAB SURFACE, CAPPED MO ABANDONED IN ACCORDANCE WITH LOCAL CODES 1110 °ROMANCES) MOUNTED AT 48. KEE O DRAM/ MOM. TRE-LCS-2RS MECHANICAL UTESTAT STOLL FURNISH A A 1. ALL OONTROL WIRING REQUIRED FOR °MARRO THE HVAC SYSIFTI. THRU • TRAPDON FROM THE OR ro E L'S TOILET A EXHAUSf 561131 IF RPR0.7 DUCT WI(E PENETRATION (OR CONNECTION) AS MOORED BY ML'S REPRESENTATNE THE ROOF CONUST OUTLET SHAT BE P.M, AT LEAST TEN FEET MAY FROM ANY NITRIDE NR INTAKE O THRMOSTAT FOR UNR HEATER AT 46 A.F.F. REFER 0 3//MM MECWHCAL CONTRACTOR SHALL FURNISH AND MST.. OATMOI. WPi•IC- .REQUIRED FOR OPERATING THE UNR HEATER. COMPACTOR O SET HEATER COMMIS 0 ENO.. AT 6F ROOM TEMPERATURE ® I000000MFDUS WATER HEATER MOUNTED BELOW LAVATORY. O R MOUMED °N /A M WIN A 0 F N R A S C / A A UE PROBE 10 SMOKE DETECTOR LOCATED M S/A STREW. NEOHTE INTO THE MOTOR THERMOSTAT HEATER) SO WH -ENE OEACTIVATED, ND REPORT M N ALL LASTED CORRAL STATION MONITOR. PROVO FEMME TEST -AVRM -RESET SWITCH /LIGHTS AT REAR DOOR FDR SAME DETECTOR O LID N SALES AM CBUNG 0 NOTIFY MGR WHEN SMOKE DETECTOR IS 'CARTED. 11 BRAN51 DUCTS SHOWN ARE INSULATED SHEET META AS DESCRIBED AT MS1. FIEDBLE META DUCT MAY BE USED AT THE FVLFL. DROP TO THE DIFFUSER, BUT ANY NOT TNCFFD A I RNGTH OF 5' -0 F THE NFU. IS LESS THAN THAT S -0 FROM THE ENO OF THE RUN-OUT, FLEX DUCT CM BE USED TO FORM THE Ell O THE SAME DNENMON A PRO.° THAT THE MOE RADIUS IS IWETER OF DUCT (R/4 • l.5 HEW • RUN WNW OF 3/4 CONSEFSATE OWN UNE O HUB LOCATED M TOR ROOM. 13 M.S. SHALL REFER 0 MESTAT AND THERMOSTAT HANDBOOK A MOUBLEENOOTNG BOOQET IN T.G.C. POSSESSION PRIOR 0 INSTALLATION. 14 NR FLOW SHALL NOT FAL BELLOW IOW OF DMA OM OFFER AR WINCE g 3.3 00 lMR HEATER N 50(X( ROOM' AT f' DOWN FROM CALNG fEF�QICE 3/0 It ROJEF AR FM BY 'CDC. NECK AND RUNOUT SUE (SUPPLY TMMNSMON AS REQUIRED O CONNECT BRANCH DUCT AS SHOWN) CUBIC FRET PER MINUTE : • SIZE QTY C A • —. OPPUSQt/GRLIE ULE) (Rt`�OR YQ SCHEDULE) DIFFUSER/GRILLE TAG 0 OUESIION.S REGARDING THE MOPPING we DUMMY OF THE AIR CONDMOHBNG EQUIPMENT 5.11 BE DIRECTED O LORI KOEPPE AT THE BM. INC. • HVAC UNITS SHALL BE FURNISHED BY TENANT AND WILL BE SNIPPED O THE NEON/CAL SUBCONTRACTOR. • THE THERMOSTAT INTERFACE DEVICE 6. THERMOSTAT . .. IRE SHIPPED DIRECTLY 0 THE JOB SITE: • SUBCONTRACTOR 1 UHOR..FOR ONE YEAR uKYnu JED MAY 20U1 - AS rro(En.', 61NG 0 `,gT P.0.C.SHALL REFER T0. SHOE' ET F'OH T ENCT CRD LOCMON fF CElkNG FSIAIED EQWMENT. REFER TO SHEET MS1TFOR AR CONDITIONING SYSiFll DUCT ALL DIE11S10T5 SHOWN AT IlO1N01B< IS (NEAR ASIDE TLS WQL,BE CLEAR WHETHER DUCT IS NIENIMi.Y MIRED OR ENTANALY SLP ,981 /. ■ it t., MOTORIZED [� ECONOMIZER FOR (NI. NTRI REFRIGERANT ONES ' 40/18 SCREENED R/A DUCT OPEN TO RANDIER - O ABOVE SALES AREA CEILING. Ara � ' ■■ 1 �_ 2 AA Y I ii hiiI 2 O A.■■ ■ ■ IN ■ ■i © I IEE iI&1 L6 UP 7, t i� , I ■■ Sf *t_ ■ ■ III .. ■ ■ �i ® a ■ 1�I® ®I� ■� ■ ■■ ■■ ■ ■■ ■■ ■ ■WIE9E1 ■ ra ■ ■ ■ spat ■I ■■ ■■ ® 111 I� /1® _ , O A. ] �� �■ ELI= OVER .w � ,o.m � T EN= MIEN 11�.11�T® � FT je \ 411 MI= ■■._il� ©� P ®� ii r � _ ■■ OVER PAN .W �. . 16. .) Mit ■ ME ■ Mr ■ ■ ®■ 11.. ' .I :'.' ; I � I L y 11 1 50/16 � � _ ._ � = '�7 =M i•.711.�i• ,v ■ ■ ■ ■ i•i•i•i• � ®;7�i•i•i•�i• �_ + EM ■ ■ ■ �®., ■ ■ ■1� - + � ■ ■■ ■i ii [ ti0�ii�■ .y ro F :.. II.:.I I_ ■ � N u ' m till I O - ivi• �fir. ; i•i• ■■ 1 i• ■ 7 :4 .. I II • E €i I � - S 7 ■■ �' 1• � �� / ' ■ REIJEF J � I S 1102 M�� �I ©� P I °M■■■ ®I ■ S�■�S' �i F F " C FM � A� ■■L�■® J �I ® � IF 7 - -- I PP n N TER S �' ' L \ - 0 - A• , I ■ i ■ BE AR - ■ M imi � i ® r te ■_ reH1111. ■ ■ ■ ■ ■■ - . IIIIIIIIIIII. ® _ _. ■ i�■� ■■ i ■■ ■�■� ■ � ■■■ ■ ■■,® C Al -�- --- .. ��a, O Plumbing Plan 2 SCALE: ye- 1'-0' RINOTE TEST NNW SNITCH FOR SHONE DETECTOR 10 I HEAT PUMP CONDENSER (HP -1) ON ROOF SEQUENCE 0 OPERATION: 1. T-STAT DETECTS DEMAND FOR COOLING: A. MOTORIZED CAMPER IS FULLY OPEN (NORMAL CONDITION) B. UNIT HEATF_R IS 'OFF 2. T-STAT STAGE 1 DETECTS REMAND FOR HEAT: A. MOTORIZED DAMPER CLOSES TO 20% MINIMUM POSMON. B. UNR HEATER IS 'OFF' 3. T -STAT STAGE 2 DETECTS DEMAND FOR HEAT: MOTORIZED DAMPER REMAINS AT MINIMUM PORTION. B. UNR NEATER IS 'ON' 0 3 208v Unit Heater Controls SCALE: NONE UNR HEATER SHALL BE AS DESCRIBED ON MS1, (OR EQUAL) THERMOSTAT SHALL ''BE HONEYWELL TRADEUNE; F87401018 W /SUBBASE /067407 048. S LOF00 PIPING TO BE SLOPED A MIN. OF i/4' PER FT. RELIES AIR FM ON ROOF. INTERLOCK O RROS SO FM OPERATES ONLY WHEW SYSTEM IS IN ECONOIA201 MODE PROVIDE SCRE.4NED RBJEF DUCT INTO R/A PLENUM WRH BACKDROP" DAMPER LEGEND SANRARY PIPE VENT PIPE Sanitary Sewer Riser 4 SCALE: NONE O Mechanical Plan SCALE 1/4' THE CONTRACTOR IS RBPONSINE FOR ANY DAMAGE TO THE BUILDING STMaUPE OR UMW PENETRATIONS. CAUSED WA/WSW RAIS THHE TO ANY MB MOOR BE PEWTRATpNS. LEGEND H07 WATER H'W HW CID WATER CW CW ALL PIPING RELATED O THE DOMESTIC WATER SYSTEM SHALL BE WRAPPED WA. FACED FIBERGLASS 1 MIN. THICKNESS OR GREATER AS REQUIRED BY LOCAL CODE OR EQUNAIANT TO I ARMAFLEX. ALL WATER PIPING SHALL BE COPPER AS SPECIFIED AT SHEET MS1.. O 5 Domestic Water Riser SCALE NONE Mechanical Plan Notes, O R PM' T.DH U u .t vi' EI a IPIENf LOCAKNLS wRI TAPE' HAtA1LORD. RffOHAFACA, CONTRACTOR TO $ET OMf TO Oa. 6000 CF11. O 0/A CR81.E TYPE 'E. O 3 PISMO 3/4 DOMESTIC WATER SNB-N. 498FY ENACT E000ION AND Milt O NEW RMET'ROO1 Al COSTING PURISM MIC H IS NOT O BE REUSED SHALL BE DISCONNECTED AND REMOVED FPOY THE ® W N ROUTE 4 TO TOW ` ROOD/. (Al COSTING SANITARY SEWER LOCATIONS FOR THE LEASE WIZ THAT ARE NOT HONG REUSED SHAM BE REMOVED O BELOW THE SLAB SURFACE, CAPPED MO ABANDONED IN ACCORDANCE WITH LOCAL CODES 1110 °ROMANCES) MOUNTED AT 48. KEE O DRAM/ MOM. TRE-LCS-2RS MECHANICAL UTESTAT STOLL FURNISH A A 1. ALL OONTROL WIRING REQUIRED FOR °MARRO THE HVAC SYSIFTI. THRU • TRAPDON FROM THE OR ro E L'S TOILET A EXHAUSf 561131 IF RPR0.7 DUCT WI(E PENETRATION (OR CONNECTION) AS MOORED BY ML'S REPRESENTATNE THE ROOF CONUST OUTLET SHAT BE P.M, AT LEAST TEN FEET MAY FROM ANY NITRIDE NR INTAKE O THRMOSTAT FOR UNR HEATER AT 46 A.F.F. REFER 0 3//MM MECWHCAL CONTRACTOR SHALL FURNISH AND MST.. OATMOI. WPi•IC- .REQUIRED FOR OPERATING THE UNR HEATER. COMPACTOR O SET HEATER COMMIS 0 ENO.. AT 6F ROOM TEMPERATURE ® I000000MFDUS WATER HEATER MOUNTED BELOW LAVATORY. O R MOUMED °N /A M WIN A 0 F N R A S C / A A UE PROBE 10 SMOKE DETECTOR LOCATED M S/A STREW. NEOHTE INTO THE MOTOR THERMOSTAT HEATER) SO WH -ENE OEACTIVATED, ND REPORT M N ALL LASTED CORRAL STATION MONITOR. PROVO FEMME TEST -AVRM -RESET SWITCH /LIGHTS AT REAR DOOR FDR SAME DETECTOR O LID N SALES AM CBUNG 0 NOTIFY MGR WHEN SMOKE DETECTOR IS 'CARTED. 11 BRAN51 DUCTS SHOWN ARE INSULATED SHEET META AS DESCRIBED AT MS1. FIEDBLE META DUCT MAY BE USED AT THE FVLFL. DROP TO THE DIFFUSER, BUT ANY NOT TNCFFD A I RNGTH OF 5' -0 F THE NFU. IS LESS THAN THAT S -0 FROM THE ENO OF THE RUN-OUT, FLEX DUCT CM BE USED TO FORM THE Ell O THE SAME DNENMON A PRO.° THAT THE MOE RADIUS IS IWETER OF DUCT (R/4 • l.5 HEW • RUN WNW OF 3/4 CONSEFSATE OWN UNE O HUB LOCATED M TOR ROOM. 13 M.S. SHALL REFER 0 MESTAT AND THERMOSTAT HANDBOOK A MOUBLEENOOTNG BOOQET IN T.G.C. POSSESSION PRIOR 0 INSTALLATION. 14 NR FLOW SHALL NOT FAL BELLOW IOW OF DMA OM OFFER AR WINCE g 3.3 00 lMR HEATER N 50(X( ROOM' AT f' DOWN FROM CALNG fEF�QICE 3/0 It ROJEF AR FM BY 'CDC. NECK AND RUNOUT SUE (SUPPLY TMMNSMON AS REQUIRED O CONNECT BRANCH DUCT AS SHOWN) CUBIC FRET PER MINUTE : • SIZE QTY C A • —. OPPUSQt/GRLIE ULE) (Rt`�OR YQ SCHEDULE) DIFFUSER/GRILLE TAG 0 OUESIION.S REGARDING THE MOPPING we DUMMY OF THE AIR CONDMOHBNG EQUIPMENT 5.11 BE DIRECTED O LORI KOEPPE AT THE BM. INC. • HVAC UNITS SHALL BE FURNISHED BY TENANT AND WILL BE SNIPPED O THE NEON/CAL SUBCONTRACTOR. • THE THERMOSTAT INTERFACE DEVICE 6. THERMOSTAT . .. IRE SHIPPED DIRECTLY 0 THE JOB SITE: • SUBCONTRACTOR 1 UHOR..FOR ONE YEAR uKYnu JED MAY 20U1 - AS rro(En.', 61NG 0 `,gT P.0.C.SHALL REFER T0. SHOE' ET F'OH T ENCT CRD LOCMON fF CElkNG FSIAIED EQWMENT. REFER TO SHEET MS1TFOR AR CONDITIONING SYSiFll DUCT ALL DIE11S10T5 SHOWN AT IlO1N01B< IS (NEAR ASIDE TLS WQL,BE CLEAR WHETHER DUCT IS NIENIMi.Y MIRED OR ENTANALY SLP ,981 VCIVCRAL SCOE EACH CONTRACTOR SHALL nMROUCW Y ACOU+MT HIMSELF WITH THE CONSTRUCTION DETMS BEFORE S1IBPD ;VS BD AS NO ALLOUACES WILL BE CODE BECAUSE OF THE CONTIVOORS UNFAMILIARITY WH THESE DETRE. AML PERFORMANCE OF CONSTRUCTOR SNAIL BE AS REQUIRED BY THE PACE OF THE GENERA. CONSTRUCTION. INBEETONOFIIE ALL PROPOSALS SHALL ASSUME THAT CONDUCTOR S FAMRAR WTI JOe- SITE CONDRONS AND UT. LOCATIONS AND TIE LACY( OF SPECIFIC INROAD. ON THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPMNSIBIIDY. MITE COOS R,BNIS MATEMBNONLINANS. LOOBANOBO LAAlONS PROTECTOR OF WCW A20 Md9EY CNWG6 NTENOC THE MAN, WITHOUT INVAIGnNG THE CONTRACT MAY ORDER EXTRA WOW WOB OR MALE CHANGES BY AD O OR rEINNG FROM TWORK, TIDE COHIRIM,T SUM REING ALTERNG, DING ADJI.ISTED ICCOROINGL ALL WORK UNDER THESE SPECIFICATIONS SHALL BE .0IAPlS1ED M CONJUNCTION WM OMER CONTACTORS MD TRADES OM MIS PROJECT IN A AMM ER WHICH WILL ALLOW' EACH CO 1WCTOR NO TRADE AUEQGE TIME AT THE PROPER STALE OF CONSTRUCTION O FULFILL HIS COMM REFERENCE SHALL BE CODE TO THE OMER FOR INSTRUCTIONS SHOULD ANY QUESTIONS MDSE BEIWVEEN TRADES AS O HE RACING OF LINES„ DUCE, CONDUITS, MARS, OR EQUIPMENT, OR SHOULD IT APPEAR DESIRABLE TO REMOVE ANY GENERAL CONSTRICTOR WHICH WOULD AFFECT ME APPEARANCE OF STRENGTH OF THE STROME. SUISTRITCMORMARWLS 1LWUFACRAER'S AYES ARE LESIED HEREIN TO ESTABISH A STANDARD. THE PRODUCTS OF OMER YANUFACURES WILL BE ACCEPTABLE, F N THE OPINION OF THE TENNR, THE SUBS MITE NATE. 5 OF A CEA. AS GOOD OR BETTER THAN THE WTERIAL SPECIFIED. MD WLL SERVE WITH EQUAL EM MY !JIB DEPENDABUTY, THE PURPOSE FOR WHICH THE DENS SPECIFIED WERE INTENDED. YOPDWMVNRS SHOP DIUMNGS AND CATALOGUE DATA ON ALL WOES TELLS O EQUIPMENT MD SYSTEMS, MD SUCH OMER ILLUSTRATIVE ARTERIAL AS MAY BE CONSIDERED NECESSARY BY THE MONT, SELL BE SUMMED BY THIS CONTRACTOR M IDEWAE TIME O PREYED DELAY AND CHANGES DURING CONSTRUCTION. DIANINGRA O6TBW WIOM TIE DRAWINGS SHOW CHEDOC TMALLY ME LOCATORS OF THE VARIOUS IES, US L ROTH U COO. FIXTURES, AND EQUIPMENT MD THE LETIOD OF CONNECTING AND CONTROWNG THEM. R S NOT INTENDED TO SHOW EVERY CONNECTION N DONE AND ILL MD. REQUIRED FORA COMPLETE SYSTEM. 41O LD MY CHANGES BE DEEMED NECESSARY BY THE CONTRACTOR ITEMS SHOWN ON CONTRACT CRANES. THE SHOP DRAWINGS, DESCRIPTIONS, AND ME REASON OR TIE PROPOSED C.NC S SILL BE SUBMITTED O THE OWNER FOR APPROVAL TIE COMRLICOR WLL BE HELD RESPONSIBLE FOR ME SATSFACORY AND COYRETE DEMON O ALL WORK INCLUDED M HS CONTRACT. HE SHALL PRODUCE COMPLETE FINISHED OPERATING SYSTEMS MD PROVIDE ILL INCIDENTAL GEE REQUIRED AS PMT OF HIS WOO( REGMDlE S OF MEIER SUCH nu S PNNCULARLY SPECIFIED OR INDICATED. ELECTRICAL THE IEIVER/1 commas OF TIE WHEAL SPECIFICATIONS, NAND W. ALL APPUGBIE INSTRUCTIONS TO S :I, SELL MIA PANT OF TITS SECTION OF THE SP.RCFDGT10N5. REFERENCE IS CODE TO REUSES RN BIDDERS AND CONTRACTORS UNDER OTHER SWIGS DF THESE SPECIFICATIONS. WB04 SHALL BE CONSIDERED ELMS, UNLESS OTHERWISE NOTED. UNDER THUS SECTION. AL WORK TO BE ...MD N COMPLIANCE NTH 11ESE TANS AO SPECIFlG710NS ALL CHANGES MUST BE MPROVED IN BREW BY PONS ALL COSTS INCUR. BY POLE C A RESULT OF E DAM THE ED CHANCES THE RESPONSE,. ARRESPONSE,. OF TIE MDMDUNS(S) WRING THE CHANGE ALL EMS AND LICENSES NECESSARY FORME PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PND FOR BY HE SISCONIRDCTOR INVOLVED. THERE APPLICABLE Nl WORK UNDER THS CONTRACT SIIAU. COMPLY WARD THE PROVISIONS OF THE SPECIFICATIONS, DRAW. OR AR DIRECTED BY THE OWNER, AND SHALL SATISFY ALL ARPUCABLE CODES, ORDINANCES, OR REGULATORS OF TIE GOVERNING BODES, MEDER SO SHOWN OR NOT, RIND ML Lamm*. REARED BY SUCH AUTHORRES SHALL BE MALE BY THE CONTRACTOR WRHOUT ANY ADOMOAL COST TO THE ONE. A AL WNUFACN. ; TCLES, MATERDLS AND MIRA. SHALL BE APPLIED M RECOMNFNMO BY THE NUF.UE NU RS, AND USS OH SE SPEG SHALL RE NEW FREE F ANY MANUFACTURE BARE MAERA15 USED SHALL OF TIE SANE MMNUFPCIURE RE M WNJT C Y UNLESS OTHERWISE SPECIFIED. B ALL WORK UNDER THIS CONDUCT SHALL L BE PERFORMED EN COMPETENT WORKMEN AND EXECUTED W A NEAT AND WOAOVNU. MANNER. WORK SHALL RE PROPERLY PROTECTED DURING CONSTRUCTION. AND ON COMPLETIOK THE INSTALLATION SHALL BE TEIOROICHLY CLEANED AO NL DEBRIS PRESENT AS A RESULT OF MS COMINACf SHALL BE REIIOVID FROM THE PREN56 EACH 9U8WNR/CTOR SHALL COMPLY WITH ALL LAMS, ORDINANCES, RULES AND REGULATIONS BEARING ON TIE CONDUCT OF THE WORK AS DRAM OR SPECIFIED. IF A SUBCONTRACTOR EWES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT A VMMNCE HE SHALL PROMPTLY NOTIFY THE GENERAL CONTRACTOR AND HE TENET W WRITING. F ANY SUBCONIPN,TOR PERFORMS ANY WO KNOWING TT O BE CONTRARY O LAWS, ORONANOS, RULES AND REGULAW E& AND WITHOUT GONG SUCH NOTICE THE SUBDDNTRACTOR XVI FEAR ALL COSTS ARISING REREFROI. A EACH MOOM TOR SHALL CONTINUOUSLY MAINTAIN IDEWAE PROTECION OF ALL HIS WORK FROM WAAGE END SHALL PROTECT THE ORER, PROPERTY FROM NJURY OR LOSS U FROM 5 H WORK HE SHALL MALE GOOD ANY SUCH DAMAGE BBJ INJURY, OR LOSS, EXCEPT SUCH AS MAY BE DIRECTLY DIE TO CASES BEYOND HIS CONTROL AND NOT O HIS FART OR NEGLIGENCE HE SHALL ADEQUATELY PROTECT ...ENT PROPERTY AS WELL EACH SUBCONTRACTOR SHALL TAE AL NECESSARY PRECAUTIONS B. FOR THE SAFETY OF THEW EMPLOY. ON D.._ 48 VINO SHALL COMPLY .1 NL F'FOMSIONS W FEDERA STATE AND LOLL BUILDING CODES AND WET( LAWS O PPEV7NT ACODEHIS OR INJURY O PERSONS ON DR ADJACENT TD THE PRELIMS WHERE THE YORK S BEND PE PE.. 418CONTWCIDR SILL MOM ALL DEMME REQUIRED O PRO. HWSEIF OWNER AND TENANT FDR THE DURATION OF DE WON POET PROPERTY DANCE At0 PUBC LABUTY. cLW:\. E nla,x tWITuIIHUBBBB 11. EIEC DO U CONDUCTOR SHALL FURNISH MD INSTAL All. FUTURES, LAPS OR REPLACEMENTS THAT ARE NOT MGT. ON DRAWINGS AS F Ni91ED BY TENET. TENANT TYPIGRLY SOME ALL TT ADIG FUTURES, EDT SITS NO REFER ITB FER O EIECGL DRAWINGS VINO SC EDUCES. ALL SUCH WSTALAIONS AVID HOOK -IRS ARE BY ELECTRICAL CONRUCTOR. 12 EIEC FSGL CONTRACTOR XALL BE RESPONSIBLE TO WE. OR REMOVE AK) REPLACE AS ALL DAMAGED LIGHT FIXTURES LENSES, LOUVERS, BAFFLES. HOUSING, ETC., RECEIVED ON JOB N WAXED OR DEFECTIVE CONDITION, WM REP.EMENT LINTS. 13. THE EIECTDOOL, CGTORACIDRS CONTRACT, ALONG WITH THE PREVIOUS DSTED TINS, SHALL INCUCHE BUT NOT BE UMRED TO THE FOW7MING: ERNE, PANEL BOXES, RTERS: SWITCHES, DUPLEX RECEPTA%ES, SIN TNT. CLOCK, JUNCTION TION BA BOXES AND LIBOR. 14. ELECTRICAL CONDUCTOR IS RESPONSIBLE O PROVIDE ANY AND ALL REARS NECESSARY TO COMPLETE THE PROJECT AS DRAWN. 15. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTAL NL ELECTRICAL EQUIPMENT AND WIRING M ACCORDANCE .1 LANDLORD'S DESIGN CRITERIA. IF EECTFJCAL COME. TO INSTALL TENANT PROVIDED 'LOCK -ON' CUPS ON THE FOLLOWING mews: - NIM/EI.GENCY LCMNG CIRCUIT - BVOOOOJ UNIT HEATER - N.VAC. EQUIPMENT - TR.FONFER - STOREFRONT 5GH ON ITER - STOREFRONT EGOS ON TRIER - PA RECEPTNLES - COMPUTER':�!E SERVER - SESORMADC SECURITY SYSTEM - Ni CONVENIENCE DUPIDES - WATER HEATER - PHONE - OVERHEAD GRILLE (AS AFPLIGBLL) 17. DEWY Al EQUIPMENT AND ARBUTUS WITH ENGRAVED B.. HAMEHAE OR IMPRESSED PVSTC STRIP. 18. ELECTRICAL CONTR.TOR SHALL BALANCE THE LOADS ACROSS ALL PHASES AND SHALL PROVIDE A CIRCUIT DIRECTORY WITH TYPED ORLxR DESIGNATION CND UNDER RAM COVER ON THE INSIDE OF EACH PANEL DOOR ELECRGL CONTWCOR SHALL .0 FURNISH AND INSTILL MERATE ON NL DISCONNECT SWITCHES AND PANELS. All NEW EECDMIL MATERIALS, PRODUCTS AND EQUIPMENT' DELUGE NI COMPONENTS THEREOF) SHALL BEAR THE UNDERWRITER'S UBOWTOPoES LABEL AND MEET THE APPROPRIATE ASP, NEC AND NEW STANDARDS. 19. ONLY LLL APPROVED CUT -OUTS WILL BE ACAL C D M DEVISING AND OTHER FARE HATED P.MONS FOR ELECTRICAL CI RCUITS /SWITCHES, AND FOR Al UTILITY PENER AIDS. 20. THE ELECTRICAL CONDUCTOR 5 RESPONSIBLE TO PROVIDE A ' OWRY FIGHTING AND POWER SYSTFR FDR THE WORK OF P11 TRADES WRING CONSTRUCTION, AND SHALL REMOVE TH.: SANE PRIOR O COMPLETION O THE PROJECT. 21. WNW'S CONTRACTOR SHALL BE MOWED O PROVIDE TERORARY POET WITH GROUND FAULT PROTECTION FOR ALL POWER M R E. USED IN THE PREMISES. AL TEMPORARY SEMCES VINE O BE REMOVED UPON COMPLETION O TIE WOK AND PRIOR O OPENING. 22 ELECTRICAL WODX (RECESSED DUPLEX. OUTLETS, ETC ) S ALLOWED M TIE DNIDING PM410IS BETWEEN DUOS WHERE 1) NO WORK COEtICIS WITH COR GLLAGES WOR( L D BUILDING Y ...ED BY AN .CHIDING EMT. AND (2) CODE, AND BUILDING DEPARTMENT W NOT RENEE PROPOSED WORK. 23. THE ELECT... CONRNCTOR S RESPONERE To PROVIDE ANY AND AL BLOM. CWINS HANGERS, ETC., AS NECESSARY O SUPPORT IICHT. SISTERS. 24. DETERS /CHWES /PUSH BUTTONS A BUZZERS DAMES ANO PUSH BUTTONS SHALL BE EQUAL O TTILSE MUNFACTURED BY EDWARDS AND SHALL OPERATE FRG A 24 VOLT TRANSFORMER ON THE =GROOM RECFPTNXE OR. 111. BUZZER SHALL BE EOWAS 343A SEINES WITH A 820 PUSHBUTTON AND 147 -1 PUSH BUTTON Ft. B. WHEN USED N M CATERER CONDRON, THE PUSH BUTTON SHALL NET NSEMA STANDARDS FOR E%IERKR OPERATOR. C. OWES RIND WU. SHALL BE MOUNTED ON THE WALL, (BENEAM THE CAME) W THE SIOGROOM AND ABOVE THE PAYY M. IN THE SALES AREA SIGNAL COIOHTDflS WIRING FOR LNUNCIATO DEVICES AND OL D MULTIPLE DEVICES AND TRIER .71VATORS, SHALL BE ROWED AND SHRED ACCORDING O PREVNUNG ORDINANCES. E. ELECTBGL CONDUCTOR SHILL BE RESPONSIBLE FOR LSECTPMAL CONNECTIONS O DVIREAG GRILLE DELUDING. BUT NOT LIMITED O, MU MOTOR, A.U. LNG EDGES AND WRXLOCK SWRO10. 28. AL WRING SW. CONFORM O THE STAANOS O THE NM.. ELECTRICAL CODE END MEET ALL LOCAL REGULATIONS. 27. NECEP AGUE A CONYFNIFRCE OURETS/RECEPTICIFS SWILL BE NEMA 5 -15R RATED AT 125VAC/15A M AWMF.0 ED BY LEMON, PASS AND SEYMO UR OR EQUAL RECEPTALE FACE SWILL BE WHITE WITH A BRUSHED STORES COVER RITE B. GRon Ts z RECEPTACI.ES FDR DEDICATED CRDNTS WITH ISOATED SHALL BE 20 EQUAL) NEW 5-20R AS ARAM: AOURED BY PASS A (OR 4D SET. (OR EQUAL.) WHAM OUNCE MON RE(IPTIGE FACE AND WTCBNG ORANGE MEMO RASE WILL PULE VON THE WORDS 'ISOLATED GROUND' ENGRAVED HEREON.. C. AL COMMENCE DUPLEX RECEPTACLES AND OVERHEAD GRILLE .1T. PUNS SHALL BE LOCATED 15' A.F.F. UNLESS OMERIYLSE NOTED ON PUNS. (NOTE MANAGERS DSN(S A PARTMUWR EXCEPTION) D. GROUND FAULT INTERRUPTER RECEPTAOES EVIL BEM FOLLOWS: 1. FOR INTERIOR TONS: MSTNL GET RECEPTACLE ESIGNATED TO MD LB / TRIP AT 5 W IN 1/30. OF A SECOND RATED EL AT 115VAC/20A YAM WHALE FACE AND STAINLESS STEEL COVER PUTS AR MANUF.URED BY PASS AND SEYAMR OR EQUAL 2. FOR EDER. APPUCATONS, MST.. GI RECEPTACLE AR DESTINED FOR TRIP AND RATING ABOVE RECEPTAIXE SHLLL RE MOUNTED IN A BOX RATED NEW 9 AND SNAIL HAVE COVER PLATE AS WNUFACURED BY PASS AND SEYMOR OR EQUAL E. NO CONYEMEM:E DUPLEX RECEPT.ES S.U. BE LOCATED ON OXALIC TILE OR A MIRRORED SURFACE UNLESS SPECIFICALLY REQUIRED BY ON CODE 28. LIGHT SWITCH BO. - ENOASURE EX. O SERVE AS REEFER MEET SWE CRTIER AS FOR OUTIET ( AL L DO. SHALL (AS A MN STSTANDARD) BE RATED FOR ME VOLTAGE AND OF AMPERAGE OF THE dNMT BEND SWITCHED AND /OR MEET LOCAL CODS AND ORDINANCES. 29. UGNT Sat. A GENERL -USE SNAP EMOTES :S LI GTED ON PINS IRE AR SOOL MANUF.TURED BY LEMON, PASS AND SENSOR OR EQUAL AND SHALL BE RATED AT 20A,/125VAC. THE ETCH FACE SHALL BE MIRE AND THE COAX PATE SHALL BE BRUSHED S ABL SS .LESS NOTED OTHERWISE. B SNAP - SMIRCHES USED O CONTROL OURETS/RECEPTACIES SHAT BE O THE HEVY -DUTY TYPE RATED AT THE WLTIGE/NMPERAGE INDICATED ON PLANS AND DIAGRAMS AND SHALL BE FURTHER O I ITT D TO CONTROL MOOR LOADS UP O 2 H.P., UNLESS NOTED OTHERWISE, AS MANLF.TRFD BY PASS MD SENOR OR EOM- (WHITE BODY AND BRUSHED STAR/LEE COVER RUE) G. 277VAC/2G LIGHTING CIRCUITS WILL NOT BE CONTROLLED G G:TERA -LSE SNAP SNICKS. 277 /V Fl%WRS BE WELL CONTRA.. FROM TIE PRIORY PANEL A S 'iRES AT RISER DIAGRAMS. MESE 1 P2G CIRCUIT BREAKERS SHALL BE RA. FOR 'EATCUNG -DRY.' AIL LIGHT AND POWER PANES SHALL BE GENERAL RE NE, SQUARE 'D' OR I -T -E MMHG BOLTED BREAKERS WITH INIENGRN. INN BREMER. e1RDOA16TRA SICIAME STEP DOWN ALT MANEGIERS MALL BE EQUAL. O GENERA ELECIBG OR 600 SQL. b fiW VOLT CUSS 'DRY TYPE' SINGE OR M.TH.sE PER RUNS. CUSS Tr INSULATION WITH INURE TAPS MOVE AND BLOW RATED VOLT.. EONWT 1. AL, COMDUR SELL BE RUN CONCEALED IN WASHED AREAS. ALL CONDUIT DRDBO OR IN CONCRETE SLAB SHALL BE RIGID CONDOR. ALL OTHER CONDOR WY BE 'DIN ALL CURETS SAL. BE FLUSH MOUNTED. ALL CONDUITS SHALL BE RUN PARALLEL WM AND AT RIGHT ANGLES O THE BULGE CONSTRUCT. IND SNNL BE LEVEL. 2 CONTACTOR WILL PROVIDE NECSSARY CABLES, JUMPERS, ETC. O INSURE CONTTNuoUS GROUND M CONDUIT SYSTEM. 3. ECR(S) REQUIEM TRUE TREE SAE DEDICATED AC LINES. MIS USED S A 1RIE AS THE GRO = NE.. CONDUIT MUST NOT BE . ..NLY CRWNDNG MEATS 4. ALL WRING COND.% ETC, REQUIRED FOP THE PROPER CONTROL OF TEE EMC SEEMS SHALL BE THE RESPONSIBILITY OF THE ELECRMAL SUB-CONTRACTOR. THE MECWAICN SUB- CONTRACTOR SHALL SUPPLY THE COI ROES AND 1111.40 MGR. O THE ELECTRICAL SIB- OOMVACTOR. AIL LINOS SELL BE PROVIDED WITH NOM. DISCONNECTS AT EACH UNIT .ORDNVCE W RI WM. ELECTRIC CGGE ALL LINE VOLTAGE AND LOW MOLT. CONTROL WIRING SHALL ESE W CONDUIT PROVIDED AND ISMLED BY ME EC. eL LIKtAJI (t.0nnnuea) 5. ARMORED CABLE (TYPE AC) WY BE USED FDR THE MERCONNECIpN OF MULnRE En. IN .SE MOM TO JUNCTION DOES UNDER THE PROVISIONS OF ARM EE 333 OF THE NEC. (1990 EDMON). 8. WHEN STORE S ON AO' TENT. BUT GROUND LEVFi. DE MANES GENERAL CONTACTOR SNNL RN ALL CONDIIC FOR ELEVEN. FLOOR OUTLETS, TELEPHONE FLOOR CURETS, EWE AGAINST 7HE RISERS. OF THE SECOND FLOOR LEVEL TIE SECOND FLOOR STRUCTURAL SUB SHALL BE CORED AS REARED TO MSTNL .SE ME AT THE LOCATIONS SHOWN ON THE PINS. 7. ALL TELEPHONE 'WIRE SHALL BE INSTALLED N CONGER. NL NNE SWILL BE COPPER. e. GTEGDIRY 5 TEEPHONE NTRE BHNL BE LUCENT /BC-2IAWG -4PR- G73 PIENUEI RAlED OR EOLLAL FURNSFIED BY TEUdT COMIR70R 1. NO ..AHEM WIRINGS ACCEPTABLE 2 ND 10 AND SMALLER, SHAD CONDUCT., COPPER TYPES, 1W, TAW, THWH, R. RH, RA, WITH IDEAL WiNOAUIS, SCOTO OCK CONNECTORS. 3. NO. 8 AND LAGER, SRUAOED CONDUCTOR, COPPER TYPES, THAN, TON, RHIN, WITH SOLDE LESS BOLTED PRESSURE CONNECTORS. 4. FIXTURE WIRING, WRING IN CHANNELS OF FLUORESCENT FIXTURES SHALL BE EIDER R OR MERROPLASTIC "PPM. WIRE' - 10SC CAPPER (ESA TYPE IWO. 5. MIMMOM SIZE, SHALL BE NO. 12 AWG, TYPE TAM, IXCEPT FOR CONTROL CMGS. OUTUT.B5 OUTLET BOLES SILL BE PRESSED STEEL KNOCNWT TYPE CASE IRON WM DRILLED, TAPPED, AND PLUGGED HOLES OR PVC. CAST IRON BOXES SHALL BE HOT DIPPED GLVAINBED OR SHEWAI2ED. All BODES SHILL RE OF PROPER CODE SIZE FOP THE NUMBEFL T WITS OR CONWITS PASSIC MROUCFI OR IEOIWITNG HEREIN. STPNDN.7 SIZE SHALL RE 4' SQUAk EQIRENTELRMNCJOCAN I. IDENTIFY ALL EQUIPMENT AND APPARATUS .11 ENGRAVED BNEINE NAEPUTE OR IMPRESSED, RAS. NAME STRIP. 2. FURNISH A MERRITT. CIRCLER DIRECTORY CARD IN All. UGIOINC AND POWER PANELS. OARWAD000E ELECTRICAL CONDUCTOR SHALL BE RESPONSIBLE FOR ELECT... CONNECTORS TO OVERHEAD DOOR INCLUDING BUT NOT LAMED O DOOR MOTOR MD ALL LIMES SWITCHES. GINIMIEE N1 WIER. , EQUINE . AND WORNWWSHR SILL BE MR.. FOR A PERIOD OF ONE (1) YEA ACC AFTER GTE OF EPTACE THE COMPLETED SYSIEL SHALL BE L YEAR AND ACCEPTANCE BY TENANT SLL BE A MGM. OF THIS ...T. ALL WORK FOUND TO BE DEFECTIVE SHALL BE REPAIRED OR REV. BY HS SUB-CONTRACTOR WITHOUT ADO ORAL CHARGE O THE TENANT. SYMBOL DESCRIPTION 11 CONDUIT ( ELECTRICAL METALLIC. IIHNG- EM.T.) CONCEALED IN CEING WALLS OR ROUTED TIGER O THE LAT ON A L FLOOR STAB F I GROU SPACE S LOCATED ON A LEVEL /HOVE THE CRaND FLOOR. HONERUN TO PANEL (PANEL 10 8 COT ADDRESS AR SHOWN). CONDUCTORS CONTINUE IN EXT. TO OTHER EMME TON GO. IN CONDUrt (RAID META CONDUIT- R.M.T.)_ CONCEALED STA TELEPHONE SIYUL CONDUCTORS IN CONDUIT W/ GAO. PULL WIRE SI000L. CONDUCTORS FOR BUZZER(S) /CHIME(S) IN EM.T. RECESSED Fl1XIRESCE T FUTURE-TYPE AS INDICATED HO .NTG4RM , WDGTES A FIXTURE ON 24W. LOCK-ON OCT. SURFACE MANNED FLUORESCENT FIXTURE-TYPE DONATED. CROSSHATCHING MDIGTS A FIXTURE ON 2Mr. 'LOO( -W' C.. 0 INCANDESCENT F OUE - TYPE AS INDICATED. RECESSED LN M.G. IQ INCANDESCENT FIXTURE - TYPE AS INDICATED. WILL MOUNTED. FORMAN WJP UAEt - CERNG MOUNTED. PORCEAN VYPHOIDER /W PULLOWN. Q JUNCTION BOX - EQUIPMENT CONN. 8 ROC. NOTED. Q JUICIER BOX FOR STOREFRONT STEAM WALL ETCH, SPST., M SPEORED SNT MS1. I ;, : WALL SI. 3 -WAY, .•5 SPEWED SNT El. WALL SWITCH, 4 -WAY, AS SPECIFIED SHT MST. $ WALL SWITCH, KEY OPERATED, LOC. AS NOTED. f 0 MU.TPHE GANG' SWITCHES, QUANRES AO COTS AS HOED. $, COOT OWDH /SENSOR L T 0 RU • RU DISCONNECT SWITCH (DISC. SW.) USED /NON-FUSED. FRONN/WBE TIME CONTROL SWRCN. THERMOSTAT AS SPECTRE, SNT MS1. SINGLE RECEPTALE OUTLET (SIMPLE)(). DUPLEX RECEPTACLE OUTLET. MURPLDI /QUAOPLEA OUTLET. RECESSED FI00R SIMPLE( MAY APPEAR W/ DUPLEX /OLORI. SYMBOS SwRCCW DUPLEX. 'SW WY APPOR w/ OTHER SYMBOLS. 'GROUND FAULT INTERRUPT. 'SOT MAY APPEAR W/ ANY RECEPTACLE SMCOL WEATHER PROOF. 'WP' MAY APPEAR W/ OTHER SYMBOLS. TELEPHONE DIRCT. MOUNT AS HOED. TELEPHONE OUTLET RECESSED IN FLOOR. SERVICE BUZZER, HEIGHT AS NDICAFEO. CHIME MOUNT IS DONATED. PUSBUTTON, MOUNT AS PECKED. MOOR (LOGION /EAR. AS NOTED) SMO E DETECTOR IN RETURN NR STREW. SPENER, MOUNT AS NOTED. WT LIGHT. PULA IIJIWLL' 1 . ' 1Lt .uWIIvIVJ/111MOKANLN(UC1.'iILD PANEL PANEL CIRCUIT LOADING DIAGRAM Timer /Contactor Detail &aim None TIDING RUN LI.. 168 HERAT. Wan Um RASE IM RASE 11350 VA 109 ROSE owl.= LIRA MONTINI S LOOS DIRECT. ION TINS MIMEO MS MENTIMIO LINOS 00i61ED DN 11016 1134.' 5120 �J 66960 66960 CET OIROORE 91 VA IS 4IE SO MEL IS UM.. YA i ,0031 -) . LOO 1:7 116'u % 1 11630 3789 ANTIS AT DM Wm /3NMTE 1.1 OMIT SERVICE 6120/208 VOL (2 3 4 WIRE PANEL SHALL BE RATE) AT 225 AMPS WITH A 3 POLE 150 AMP MAIN BREAKER L • NEE VIM L. E IDES W • A NON SR RATED DOUR T • CIRCUIT CEDDIED N A TITER COMM 61 • HARM falLi INORPTIBE • • BEICATE OUTWIT VIM N T AM WAND cm. BALER PAYING 12E = 10,000 A1.0 ALL cBNiT WEARERS AZ RIYLA SYNEITG Y11TT MO.T-E, AEEA ORD OMAOSE ALL CIRMT ®FRIERS FD WK EWII REM 9LWL C' ILY7Y THE va x F,ICID --H 0 % L25 TEC.9 DIFEEPDQ 66960 66960 WITS AT PDT 6LL2 106 /POET 3000 VA SERVICE IS 120/208 VOLT; 3 PY,A.5.5, 4 W'(BD PANE. SHALL BE RATED AT 225 MAWS WITH A 3 POLE 200 AMP MAIN BREAKER L = BNLIR VIM LIDO E EYTE M • A ta. & TRIED REY. T • Gnu CEIIRIID M A TT. CORAGR 61 = RPDM FNAT 11.94 T14' Town CIRCUIT Wm AN IOATFD RAM TTL = TOTAL WEPT.. OYLfT NFAMR RAT06 120 = 10, COO AI.0 AL CIRCUIT M.. ATE IF.A SMOTE AID ELT-0N, UIE= WED OIEIWISE ALL CIRCUIT WEARS FIN WC Muff FIR SHALL I N. TYPE LIGHTING FIXTURE SCHEDULE •CATION. TYRE 33 A 31 IMMUFACTUPER PALO SITE -FOES SURE-. NAILOR FRAME IOT QUAMIIY TAKE -OFF 24'X 24 UWE(C1) =5 20 X 24' RETURN AN MLLE = 5 12' X 12' SUPPLY AR VILE =2 ELECTRICAL RISER DIAGRAM ELECTRICAL SUB - CONTRACTOR SHALL SUPPLY All FUSES REQUIRED IN DISCONNECT SWITCHES. PETER 8 MEEK BASE N EL'S DST. ROOM BY POWER COMPANY. (VERIFY IN REED). FUSED DISC. SW. IN EL'S DST. ROOM EN LL EC. SHALL PROVIDE FUSES (3) SW 'NP AS REWIRED E LL KCJrwromIY I I Ply I CO 146023T- 730- I0012P 117B54T- 730 -6870P 2EP3- GX- 2U6TBS331- 120V -EB81 2EP3- GX- EXTBS331- I20V -E181 TOP-S- HS240- SC -JCD B9 120EES POVERWASH BLAND LF 61105C TO232- 120V -081 IC232- 120V-EL4 -081 00301 SSE- 225- 120V -EBB1 LPX70RBK-LED ENTRY 8 PAYCOUEER EMPTY CONDUIT 8 EMT BOXES POINN -IN O UGNT FIXTURES ROL ANN. O LTCHT FTXRRES ME CONIC O MUT MBES FINAL CONIC. O MIN FINN. GOWN. O HYAC E MMET FINAL CON. TO EEC. WATER HEATER TEMP. CONTROL WW1 RODEO -IN TO 0/H DOOR FINAL CONN. TO 0M DOOR CONCUR FROM LL MAN SERVICE PIE. O SPACE 6 :a FLOOR BODES 8 EMPTY 3/4 CONDUT WALL BOXES 8.E1PTY 3/4' COME GT 3 FRG .1- IN MOO.. O PAWDLNIEW MEW SYSTEM 10 2 58 12 50 31 1 94 50 38 2' 58 8 2 58 1 80 12 9 30 AP N.G. DSC. SHAT, - AT RELff PAt FM GF1 017RE AWEAnEHPR00F ENCLOSURE EAN \-2 iFNW WITH GROUND 11 /2'. C. 2 /12 DE WITH GROUND M 1/2' C. NEW 18 OCT: PANE. 4 #3/0 TWIN M C C. F32D /SPX3D F3219/9N6O ILOWAHL IAAa� 94 CNN 20/0630/LED F321B/SPX3EN /e 94 OMH70/PNUB/830/NRL 120V 018. Jl0 VOLTA08 120 120 E7. QUP W/ ENERGY SAVING BAILSSS AND LAPS 2 LUMINARE S ON 24 -HOUR CIRCUIT (LOCKED -OM) 3. EQUIP W/ dE1GV. BATTERY -PACT( R.. UYP COLOR D R RSMTURE = (D 5I 5. EOUP W/NMOR FR. KR DM A M (2',21 RESPECTIVELY. PRIM TO MATCH SURROUNDING ROSH. CONTACTOR TO VERIFY THAT HE VOLTAGE DROP FROM THE UNOLO D, DISTRIBUTION CENTER O ME TENWFS SPLICE S LESS TTAN 9 CALCULATED PER DEC COD:. HE VOLT. DROP CALCULATION IS O BE CODE DURING TIE BD PROCESS. NOTIFY HE WM' MMEDRELY F VOLTAGE DROP EXCEEDS 34 50 THE TENANT CM WINE A DECISION ON NETHER O UP52E HE ELECTRICAL SERVICE FEEDER. 2 /12 HW WRH GROUND Al 1/2' C. /SEW O SD EY ES. 7 -DAY PROCAMM E num/COHTA.0 fOR FOR sroR A4, 5 A & /5 A2, N, ASE, AS 8A7 NEW 42 CCT. PANEL 4WA N/F OSC SWTCH 4 12/0 MW IN 2' C. ANY ALUMINUM WIRING THAT IS DISCOVERED DURING ELECTRICAL RECONFIGURATION SHALL BE REMOVED FROM THE PREMISES AND REPLACED WITH COPPER CONDUCTORS, SALES BEHIND 4GN EXITS 3 CAC t.I R It,f.U. RCJFIJIRJI E ENIPR C '- T RLAN(GRBE , _ - E - FAFOIIIIq ° RF. - BBc Bi 2 2 5' SIN OUTLETS 8 PUSHBUTTON le WEER 2 2 AWN BEC1ORcALSERVIC '' Y/N ELECRBGY.ISERIR£•CONDNT.fR01M WMOAOlm MAN =MOM: SEt of OONWCf0f6 FROM.U!RLOP6, ^ O APPROPRIATE LENZ. BECIPTCAL.EGUPMBII OECmPoCIL: S.AAO':,6REAERS CONECTORS.N TOE sum SIFP UNWTRWL CANOPY CONVDENCE OUTLETS 18 2 45 TENANT'S ELECTRICAL CONTRACTOR SHALL INSTALL ALL ELECTRICAL CIRCUITS PER THE NUMBER SHOWN AT THE PANEL LOADING DIAGRAM, NO DEVIATIONS' ARE ALLOWED EXCEPT WITH WRRTFN APPROVAL FROM TENANT'S HOME OFFICE REPRESENTATVE. - MCLWED Peorrmszt F25TBSP%30 YIP ®® DONE ' 83 is a lY hgdAddWl Buckh 496 :r Spzto NNo. TukwOoPW 98188 .' AWWDEY . A A O 2 Office/Toilet Light nq Plan SCALE 1/4' x C _ - SWITCHES FOR SALES ROOM GENERAL LIGHTING CIRCUITS All A1J, A15 t A17 Ol RECESSED FLUORESCENT FI%DRE -TYPE AS INDICATED. CROSSHATCHING RDCATES A FIXTURE ON 24 HOUR 'LOCX -ONY CO. FIXTURE LS EOUPPED wig BATTERY PAC( BALLAST FOR E/ERGEN.Y LIGHTING. SURFACE MOUNTED STRIP FLORESCENT FIXTURE -TYRE S INDICATED. CROSSHATCHING INDICATES A FIXTURE O 24 HOUR P 'LOCK -014' CCT. pR MO ROLFE IS MOPPED WITH BATTERY C( BN1/ST F EOERG4ILY URIFUIG. TENANTS ELECTPSCAL CONTRACTOR SHALL TNSTAIL ALL ELECTRICAL ORCURS PERTHE 1•AAGER SHOWN AT TIE PANEL LOADING DIAGRAM. NO DEVIATIONS AM ALLOWED oxErrvomimpitatensta FROM TENANTS HOME OFFICE REPRESENTATIVE. O C A Lighting Plan EOT LIGHT ON 24 HOUR 'LOCK -ON' CC7. FlXIIRE IS EQUIPPED .1 BATTERY BACK -IAN. REFER TO SHEET ES1 FOR OMER FIXTURE DESORN1101S D II Sprinkler Head Notes 1. T.G.D: -THE SPPoNKIfR SYSEM EN. AND NEEDS TO BE REWORKED. THE SPRINKLER CONDUCTOR SHALL REDESIGN AND WALL A COMPLETE SPRINKLER SYSTEM IN ACCORDANCE WITH THE LL S MSTRUCTIONS AND LOCAL ORDNANCE. PRKR TO FABRICATOR OF THE SYSTEM, THE DESIGN DRAWINGS SHALL BE SUBMITTED TO THE APPROPRIATE LOCAL AUTHOR. , THE LL @ - OR THE ML'S INSURANCE COMPANY FOR APPROVAL A COPY O THE DRAWINGS THAT ARE STAMPED . APPROVED . SHAD BE GNEN TO THE T.G.0 M BE MNNTNNED AT THE ,10897E UNTIL FINN. CERTIFICATE O OCCUPANCY IS ISSUED. UPON RECEIPT OF THE CEO3NATE O OCCUPANCY DE COPY SH AU. BE FORWARDED TO THE TEIAN7 AS LASTED ON SHEET Al. SPRINKLER PENDANT IN STOREFRONT CONSTRUCTOR SHALL BE CONCEALED TYPE WITH CAP. SPRINKLER PENDANT M SALES AREA SHALL BE SDP- RECESSED WHITE WITH A WHITE ESCMROx AL SPRINKLER HEMS IN SALES AREA ARE MBE CENTERED IN 2X2 CEILING TILES. SPRINKLER HEADS MUST BE A WORM 0 FROM TACK tY.YR FUN. 2. N0 .4 , 1 ,0E FlNISHm COMBUSTIBCEILINGS. LE MATERIALS ARE M BE INSTALLED ABOVE EXISTING SPRINKER IS IN A SNDARD GRI PATTERN. TENANT SHALL HAVE THEM RE IF REOURED, B IN ALL INSTANCES R SHALL MEET ALL OV ERNING ODES UT 4. PLANS APPRO MUST VAL_ BE SUBMITTED TO THE LOCAL FIRE MARSHAL FOR 5. ALL SPRINKLER WORK MUST BE PERFORMED BY A CERTIFIED SPRINKLER CONTRACTOR. General Noses 1. ILL SALES ROOM LIGHTING NOT O A TIMER ARE TO BE CONIROLIED BY SWRCNES IN THE ENCLOSED SPACE TRIP( MMHG SHALL BE CONTROLLED BY SWIMMABLE CIRCUIT BREAKERS. SPRROEN AT PESMEER k =FAA TRACK HEMS 12' OR LF55 SlWL BE O THE HICFI TEMPERATURE fULLY REC TYPE 3. SPRINKLER AT DRYWALL INSTALLATIONS IN SALES AEA SHALL BE THE CONCEALED TYPE WITH CAP. I L{ 48 STRIP FLUORESCENT FIXTURE INSIDE ENTRY SOFFIT. LOCATE SWITCH NEAR ACCESS. UGHf FIXTURE R' STACKED FOR HORR. REFER TO THE O P.RCHRECRRP! uaryS FOR E14 LOCATIO. LIGHT SWITCHES SWAN. BE YIATTSTOPPER WA -100' TYPE MOTION SENSOR, SUPPLED BY THE TENANT. NIACI S10SOROMUOII 1NG1 Miff AS,AS SAY A Win MOMS (TYPICAL O 4) ON AS A3 (MAUL OF 4) APR 1 6 2001 Budd. 296 Soim'ALiiAwT�'iw hut 846 SCIO111Cente Tukkwila W 98188 I I - — — - -- — z 1 � ± o - - - i _ F __ --- —� �� --..ammo 1 _IM I .O. ..i R A AIM I ®- ■I ■ ,_ ,l ON A {t G G H. r G � A .8 : A3 7 o f �. D. 2' -e' J' 0' 2' -e' E0. �= -,� _ -� ,.��■ ' j 1 �'' U I I 1111111/11M11 �. ` ■■ 0 ,. -milt m ■ _, -L�� W I l OSC�_ MI1111111111110111.11 .� MI Mill um - .trirgar.9.ak" wr, .MNtarg■■1 . immizominip.. ■■■�-��■■■�-e ;li�_ EI1 �S■■ � ■ - F H G 4 O \� / ' A N , N m� A39 �\ - O _ _ ©�4 O 111.• � :_ O G . W A i 1 ` A N / © II Al ...I Ai 1 I T� ■-]' -0- I' 0 0 A ! -. V !�..a, i O � M■.■� ,��.��m. Ell _ — G -_- # A4 Ka PANEL 'A ` � NEW .� O O� O I 0 O _ © ON Al ,�� � Q ■.■■■■ -- � ----- ©4� � o -c I _1 ■■ O OEM � � q O ME UI■ � . 1 Af � / -It l) T t _ NEW PANEL 'B' Aid G . G ©4 ■ G T- \ � � C ,_ _� ION iA, , L ` - , � _ -'- E �� - E -�� , O ' �_■_■� ----- E ■ I� - � • ���■NE -- RI_L_�_ -- -■ � ■. .■ � 1.- fll ■� . O Al J � ' A27 M, 1 IRAs lir 0 _ , f ----- AS O 2 Office/Toilet Light nq Plan SCALE 1/4' x C _ - SWITCHES FOR SALES ROOM GENERAL LIGHTING CIRCUITS All A1J, A15 t A17 Ol RECESSED FLUORESCENT FI%DRE -TYPE AS INDICATED. CROSSHATCHING RDCATES A FIXTURE ON 24 HOUR 'LOCX -ONY CO. FIXTURE LS EOUPPED wig BATTERY PAC( BALLAST FOR E/ERGEN.Y LIGHTING. SURFACE MOUNTED STRIP FLORESCENT FIXTURE -TYRE S INDICATED. CROSSHATCHING INDICATES A FIXTURE O 24 HOUR P 'LOCK -014' CCT. pR MO ROLFE IS MOPPED WITH BATTERY C( BN1/ST F EOERG4ILY URIFUIG. TENANTS ELECTPSCAL CONTRACTOR SHALL TNSTAIL ALL ELECTRICAL ORCURS PERTHE 1•AAGER SHOWN AT TIE PANEL LOADING DIAGRAM. NO DEVIATIONS AM ALLOWED oxErrvomimpitatensta FROM TENANTS HOME OFFICE REPRESENTATIVE. O C A Lighting Plan EOT LIGHT ON 24 HOUR 'LOCK -ON' CC7. FlXIIRE IS EQUIPPED .1 BATTERY BACK -IAN. REFER TO SHEET ES1 FOR OMER FIXTURE DESORN1101S D II Sprinkler Head Notes 1. T.G.D: -THE SPPoNKIfR SYSEM EN. AND NEEDS TO BE REWORKED. THE SPRINKLER CONDUCTOR SHALL REDESIGN AND WALL A COMPLETE SPRINKLER SYSTEM IN ACCORDANCE WITH THE LL S MSTRUCTIONS AND LOCAL ORDNANCE. PRKR TO FABRICATOR OF THE SYSTEM, THE DESIGN DRAWINGS SHALL BE SUBMITTED TO THE APPROPRIATE LOCAL AUTHOR. , THE LL @ - OR THE ML'S INSURANCE COMPANY FOR APPROVAL A COPY O THE DRAWINGS THAT ARE STAMPED . APPROVED . SHAD BE GNEN TO THE T.G.0 M BE MNNTNNED AT THE ,10897E UNTIL FINN. CERTIFICATE O OCCUPANCY IS ISSUED. UPON RECEIPT OF THE CEO3NATE O OCCUPANCY DE COPY SH AU. BE FORWARDED TO THE TEIAN7 AS LASTED ON SHEET Al. SPRINKLER PENDANT IN STOREFRONT CONSTRUCTOR SHALL BE CONCEALED TYPE WITH CAP. SPRINKLER PENDANT M SALES AREA SHALL BE SDP- RECESSED WHITE WITH A WHITE ESCMROx AL SPRINKLER HEMS IN SALES AREA ARE MBE CENTERED IN 2X2 CEILING TILES. SPRINKLER HEADS MUST BE A WORM 0 FROM TACK tY.YR FUN. 2. N0 .4 , 1 ,0E FlNISHm COMBUSTIBCEILINGS. LE MATERIALS ARE M BE INSTALLED ABOVE EXISTING SPRINKER IS IN A SNDARD GRI PATTERN. TENANT SHALL HAVE THEM RE IF REOURED, B IN ALL INSTANCES R SHALL MEET ALL OV ERNING ODES UT 4. PLANS APPRO MUST VAL_ BE SUBMITTED TO THE LOCAL FIRE MARSHAL FOR 5. ALL SPRINKLER WORK MUST BE PERFORMED BY A CERTIFIED SPRINKLER CONTRACTOR. General Noses 1. ILL SALES ROOM LIGHTING NOT O A TIMER ARE TO BE CONIROLIED BY SWRCNES IN THE ENCLOSED SPACE TRIP( MMHG SHALL BE CONTROLLED BY SWIMMABLE CIRCUIT BREAKERS. SPRROEN AT PESMEER k =FAA TRACK HEMS 12' OR LF55 SlWL BE O THE HICFI TEMPERATURE fULLY REC TYPE 3. SPRINKLER AT DRYWALL INSTALLATIONS IN SALES AEA SHALL BE THE CONCEALED TYPE WITH CAP. I L{ 48 STRIP FLUORESCENT FIXTURE INSIDE ENTRY SOFFIT. LOCATE SWITCH NEAR ACCESS. UGHf FIXTURE R' STACKED FOR HORR. REFER TO THE O P.RCHRECRRP! uaryS FOR E14 LOCATIO. LIGHT SWITCHES SWAN. BE YIATTSTOPPER WA -100' TYPE MOTION SENSOR, SUPPLED BY THE TENANT. NIACI S10SOROMUOII 1NG1 Miff AS,AS SAY A Win MOMS (TYPICAL O 4) ON AS A3 (MAUL OF 4) APR 1 6 2001 Budd. 296 Soim'ALiiAwT�'iw hut 846 SCIO111Cente Tukkwila W 98188 0 15' AF.f. 30 AMP HE. DISC. SCORCH! AT UNIT'. HEATER 200 ADP N.F. DSC. SWITCH AT AIU UNIT GFI MV REcEp2gXE LEN.. AT AR IINRDUNG UNIT 'C FROM THE PHONE TD DUNG JUST PROVE THE FOR DATA LANE FROM OM TH M E PA1'000NIER OURf NOUN1ED R ATFOAF.F. FO STER 30 NIP N.F. SSC. SCORCH ON ROOF FOR RELIEF AR FAN (ON CCT A14) TRENCH SVB FOR (3) - 3/4' AND (1) 2' CWOUMS. CO ONE NDUIT IS FOR FUTURE USE, TWO ARE FOR EC.R CIRCUITS.11E 2' CONDUIT IS FOR DWL CAT. 5 DATA CABLE'. W/PULL WIRE THAT IS ROUTED M COMPUTER IN STOCKROOM. RE 2" CONDUIT SHALL RUN FROM CISHWRAP M A JBOK AT THE PA.S01 L FROM THE JBOX THE CONDUIT SHALL BE ROUTED TO THE DEMISING WALL, UP TO A JBO% ABOVE THE CBUNG. MOUNT ALL RECEPTACLES AT 15' A.P.F. UNLESS OTHERWISE NOTED. SLOW IIDOW RECEP TACLE i.00AIID M SOFT O TMDA SENSOR/AMC DISPLAY PARES MOUNTED SOFFIT BACKSIDE OF SOFFIT OURET AT TOP OF SOFFT'. FOR SERSORIMTO. i, IIIESINNEEM Hf C.F.I O 48' AFF 1 W ALP N.F. DISC. SWRCN AT ROOFTOP WNOE7/SNG UNIT GFI MANTENAMCE RECEPTACLE IN A WFATHEAPRWF ENCLOSURE LOG1ED AT ROOFTOP CONDENSING UNIT — CONDENSING UNIT W ROOF (nap YEJ6FY LOCATION) Power Plan FUTURE DATA CASE (TATS) FURNISHED BY MOM' INSTALLED 8Y ES. LINE 1 k AB LINE 2 A. )fL eter me Notes- O INSTAL BU2ffit ABOVE'COMO AT PAYCOUNTE,ANO,IN STOCKROOM .. •. AND CONNECT TO PUS BUTIGV AT SERVICE. DOOR ® OUTLETS RI PAMOUNIER ARE PREWIVED. TBECTf8CI1 CONTRACTOR 9. ROUTE THE CONDUCTORS IN AIT DOATETTE :WAJ. FROM VIE J-BOX AND SNB -LAN THE O TY'OF'� THE:PAYC N191. PIGTM....:' SHOULD EMEND AT LEAST SOT FEET .(FTBK coma `TO FAC®RDE 01/NNECTIDN. TO THE REWIRED 4- PPUIDA OU1ILTS. O0 -80X FOR I/STAND/SOUS WATER HEATER MOUNTED BELOW 1AVATORT. ® TELEPHONE TED DESRYUTONS: UNE 1: 4 010E COIMUNICATONS UNE 2 CREDIT LONE LYE 8 DATA COMMUNICATIONS (P.O.S.) DYNELCO O A CONTRACWR SHALL F MRMSII THERMOSTAT NW CO T. F. MECHANIDL WIRING:.: REWIRED FOR OPERATING THE HVAC STSTEM. FUSIBURON AT 48' AF.F. FOR SEANCE' DOOM, CONNECT TO BUZZER AS MOOTED. VERIFY BEST LOGIEN WITH 11044TT..f RATIVE O THERMOSTAT MOUNTED AT 48' AEI. FOR UNIT HEATER MID.MOCAL CONTRACTOR SHALL FURNISH AD INSTAL. CONTROL WING FROM UNIT HEATER TO THE THERMOSTAT. ® THE PATCOUTE IS SIPPED TO TTE JOf STE PREMRED FOR A PIORAL . OI5. E.C. E J cEFY RE COPoTECT COMING DTH m' k POLARITY. CONTACT THE BUCKLE INC. F COPAfl:MOK NE REWIRED. ® MOUNT TcIfENONE CUTLLT 0 4' BELOW COUNTER TO' (77P-2) W TOP OF JA. TLTI MI OUTLETS TO BE *VIE OUTLET FACE WDM STAINLESS STEEL COVER PLXT �k) C(T( Of TUHWBA MAI - `? .204' r ', rs 'NOfLu : �rnaT AFT) 6 2001 Space Tukwila% 98188 BUILDING PERMIT INFORMATION In order to obtain a Building Permit from the City of Seattle, the following procedure will be required: Applications for building permits are submitted to the Department of Community Development. Upon receipt. plans are routed to the City's plan checker and If appropriate to the Fire Department, Planning Division, and Public Works Department. The following documents are required: 1. A completed building permit application form. 2. Two (2) copies of working drawings, to include, but not limited to, the following: a. Site plan b. Overall building plan c. Floor plan of TENANT space d. Construction details 3. Plan Review Fee to be paid at time of application. City of Tukwila Budding Division 6300 Southcenter Blvd. Tukwila, WA 98108, Tal: 206/431 -3670 FOOD & RESTAURANTS Food handling or restaurant type TENANTS shall submit two (2) sets of plans to: Seattle -King County Department of Public Health 201 Smith Tower Seattle, WA 98104, Tel: 206/296 -4787 Attn: Joe Makelerny Requirements of a food service are detailed in the Seattle or King County Food Code. For a copy of the Food Code contact your District Office. SPRINKLER DRWG. REQUIREMENT Prior to the fabrication of TENANT'S sprinkler system, TENANT's sprinkler contractor shall submit seven (7) blue line prints of shop drawings to the following for approval: Factory Mutual Insurance Great Lakes Operation- Cleveland 24950 Great Northern Corporate Center Suite 201 North Olmstead, OH 44070 -5319 Upon approval TENANT shall forward four (4) sets of 'lack line (preferably) or blue line prints of the approved design bearing FACTORY MUTUAL'S approval stamp to LANDLORD'S Tenant Coordinator for LANDLORD'S approval and records as required in Exhibit C. UTILITY COMPANIES & SERVICES Contact the following utility company representatives for information concerning local installation requirements. application for service, billing procedures. etc., ELECTRIC SERVICE Puget Sound Light & Power 600 116th NE Bellevue, WA Tel: 800/962 -9498 or 206/455-5120 GAS SERVICE Washington Natural Gas Company 815 Mercer Street Seattle, WA 98111 Service /Billing: Tel: 206/464-1999 Installation: Tel: 800/999 -4964 TELEPHONE SERVICE U.S. West Communication P.O. Box 12480 Seattle, WA 98191-0001, Tel: 20 WATER SERVICE City of Tukwila City Hall 6200 South Center Blvd. Tukwila, WA 98188, Tel: 206. :433 -1849 ROOF CONTRACTOR Any and all roof work most be completed by the LANDLORD'S approved roofing contractors: Cascade Roofing 6308 212th SW Lynnwood, WA 98036 Attn: Chris Smith, Tel: 206/464-0441 CONTACT INFORMATION TENANT er f ADDRESS _ STATE EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 98624, Tel: 206/577 -0565 STRUCTURAL FLOOR ENGINEER Andersen Bjornstad Kane Jacobs Inc. 800 Fifth Avenue Suite 3800 Seattle, WA 98104 -3103 Tel: 2061340 -2255 Fax: 206/340 -2266 SPRINKLER CONTRACTOR Crown Fire Protection (formerly Able Fire) 4932 Pioneer Road Bothell, WA 98012, Tel: 481.7669 PRECONSTRUCTION MEETING A minimum of five (5) days prior to starting construction. the CONTRACTOR shall contact the SHOPPING CENTER OFFICE to arrange a Preconstruction Meeting. Attendees should include at least the GENERAL CONTRACTOR, Superintendent and major Sub - contractors to be used in the construction. At the Preconstruction Meeting the GENERAL CONTRACTOR shall provide the following' Building Permit -A copy of each of the Local and State Building permits. Workers Compensation Certificate. Insurance Certificate -'The Certificate of Insurance should be in the minimum amount of $2,000,000 in the aggregate. 51,000,000 each occurrence and should reflect the following as 'Additional Insureds': The Richard E. Jacobs Group, Inc. Southcenter Joint Venture JG Shopping Center Mgmt. LLC • Performance, Labor and Material Bond as required. • Sub - contractors List - setting forth the name, address and telephone numbers of Tenant's General Contractor and Sub - contractors. CONSTRUCTION DEPOSIT The CONTRACTOR will be required to provide a $1,500 company check, certified check or money order payable to: Southcenter Joint Venture Please have your Federal I.D. number ready and available. The deposit or any portion thereof may be applied by the LANDLORD as a reimbursement for materials issued to or services performed directly for the CONTRACTOR, including LANDLORD'S correction of punch list items not corrected by the CONTRACTOR (see below). The DEPOSITOR agrees such deposit or any portion thereof, without prejudice to any other remedy which LANDLORD may have, may be applied as e reimbursement to the LANDLORD for materials issued to and/or for services pedomted directly for TENANT'S CONTRACTOR (which services may include the correction of punch list items and /or for the repair/ replacement of property damaged by TENANT'S CONTRACTOR). The deposit or any then remaining balance thereof (less a 15% administration fee) will be returned to the DEPOSITOR, without interest, within thirty (30) days after the completion of TENANT'S construction obligations as required in the LEASE. ON -SITE DOCUMENTATION The CONTRACTOR will keep the following documents on -site during construction: • Working drawings. The GENERAL CONTRACTOR will build from ONE set of drawings incorporating LANDLORD'S approval comments into the BUILDING DEPARTMENT STAMPED APPROVED SET. This set of drawings will be the primary working drawings and displayed at all times during construction. • A complete set of Typical Tenant Drawings and a set of working drawings bearing LANDLORD'S stamp of approval. • A copy of the Letter of Authorization for Access (issued by mall representative at Pre - construction Meeting.) • LANDLORD'S Construction Manual issued to CONTRACTOR at the Preconstruction Meeting. TENANT'S ARCHITECT ACT De ny„ N1i a Res' 1 Ti- - F E 6 0 0 vaoMe Fi -.2 O 7 r CONSTRUCTION REQUIREMENTS The following Rules govern construction on LANDLORD'S property. All references to "CONTRACTOR" shall mean the GENERAL CONTRACTOR or the TENANT if acting as its own contractor. All references to LANDLORD may equally mean the MALL REPRESENTATIVE at the shopping center, if appropriate. ASBESTOS MATERIALS In the event TENANT'S construction encounters any asbestos containing matenals (ACM), TENANT shall Immediately cease construction for that part of the Work which may disturb the ACM and contact LANDLORD'S Representative at the Shopping Center to resolve how to pr.., The installation of any matenals that contain asbestos is strictly prohibited. EXISTING CONDITIONS It shall be TENANT'S responsibility to verify all existing construction and equipment and subject to LANDLORD'S written approval to upgrade or replace same to comply with the more stringent of: 1) governing building codes. 2) the Federal Occupational Safety and Health Act (OSHA) and regulations promulgated thereunder, 3) all laws, ordinances and regulations of applicable State, City and Local health departments and utility companies, 4) the requirements of LANDLORD'S fire and casualty insurer, or 5) the provisions of the (ease. All costs shall beat TENANT'S expense. PROTECTION OF PROPERTY The CONTRACTOR shall be responsible for protecting the LANDLORD'S and any other party's properly from damage. Use of fuel operated engines inside the Mall and /or space will not be permitted. FIRE EXTINGUISHERS The CONTRACTOR shall provide adequate fire extinguishers within the premises, tagged for date of inspection, while under construction. SITE ACCESS & PARKING Specific areas will be designated by the LANDLORD for parking. The CONTRACTOR shall be responsible to ensure that all construction employees working in the premises use the designated parking areas. There will be no construction trailers allowed on the property. Parking will not be permitted in any of the driveways, fire lanes and truck docks except for temporary loading and unloading. as approved by the LANDLORD. DELIVERY OF MATERIALS The CONTRACTOR shall be responsible to coordinate all material deliveries to the premises, whether for construction, fixturing or merchandising. All deliveries shall be made through the rear door of the premises either via the adjacent service corridor or Wck dock area. Contact the LANDLORD prior to the delivery of materials and equipment which are too large to enter through the rear door of the Premises. Any such items aro to be delivered during NON - Shopping Center hours. Where there is no rear door to access space, all deliveries, trash removal, etc.. must be coordinated before or after Mall operating hours, according to LANDLORD'S direction. NO exceptions. WORK AREA & STORAGE The CONTRACTOR'S work area will be restricted to the Tenant's leased premises. Service and fire corridors and truck docks shall be kept clear of all materials, equipment, debris and trash at all times. SECURITY & AFTER HOURS WORK The CONTRACTOR must recd,ve the prior permission of the LANDLORD for work after normal working hours. LANDLORD INSPECTIONS The Tenant's construction work will be observed periodically by the LANDLORD to verity that the work is being constructed as set forth in the Tenant's Lease, Tenant Manual, Typical Tenant Drawings, Landlord approved Tenant Drawings and LANDLORD'S Construction Manual. SAFETY The CONTRACTOR shall be responsible to ensure that all work is pedormed in accordance with O.S.H A. standards. The LANDLORD may, without any liability therefore, stop work that is in violation of 0.S.H.A. standards or which may, in the Landlord's opinion, cause injury or harm to persons or property. CONTRACTOR must obtain a written permit from the Mall office prior to any "hot" work (ex: welding, solder- ing, torch -work, etc.). It shall be the duty and responsi- bility of the CONTRACTOR performing any cutting or TENANT'S ENGINEER FIRM (, 4 •o 2 775 I. . { CITY 5 ArvD 1i;AI RIE STATE - 7 5 welding to comply with the safety provisions of the National Fire Protection Association's National Fire Codes pertaining to such work and the CONTRAC- TOR shall be responsible for all damages resulting from a failure to so comply. TEMPORARY POWER Temporary electric power will be made accessible for those Tenants where permanent paver is not yet available. Where permanent power is available, it is the responsibility of the CONTRACTOR to provide the necessary equipment to supply the electrical power needed for construction. Permanent power should be ascertained as soon as possible. TEMPORARY WATER Contact the LANDLORD for coordination of temporary water service. UTILITY CHANGEOVER CONTRACTOR shall be responsible for changeover of utilities to CONTRACTOR andlor TENANT Account as soon as possible. TEMPORARY TOILET It will be the responsibility of the CONTRACTOR to provide adequate toilet facilities for all employees working within the premises. The shopping center toilet facilities coinl not be available for contractors use unless specifically auSonzed by the LANDLORD. The button fora temporary portable type toilet facility most be approved by the LANDLORD prior to its placement. TEMPORARY BARRICADE Prior to beginning any construction, the CONTRACTOR shall ensure. if required by the LANDLORD. that a temporary barricade is installed at the storefront (see Shopping Center Manager for oanicade drawings and details). Where a barricade has been erected by LANDLORD using pre formed panel=_. the LANDLORD shall extend the barricade past the lease line to accommodate the storefront work. The barricade shalt net be extended until storefront work actually begins, shall not unreasonably obstruct wall traffic. and shall not be more than four feet (4') past the storefront lease line. All barricades shall be extended or constructed during the non - operating hours of the shopping center. No barricades shall be removed or dismantled without express written consent of the LANDLORD. Any barricade remove, without prior consent will be reconstructed by the LANDLORD at the CONTRACTOR'S expense. CONSTRUCTION SIGNAGE The CONTRACTOR is not allowed to post any company name or sign on the temporary barricade. The CONTRACTOR shall post all signage as required by mall representaw, for public safety or general waning. BELOW GRADE CONSTRUCTION Prior to beg ming any below grade construction and under slab confined spaces the Contractor must: • Prior to Locating Floor Penetrations. Tenant's Contractor must secure LANDLORD'S structural floor engineer's approval, see address this sheet • Meet hazardous confined space requirements. • Inform LANDLORD of the work to be undertaken and receive approval of same. • Submit ALL construction materials proposed for under slab installation to LANDLORD'S representative for approval. Once the approvals have been received and under slab construction commences the CONTRACTOR must photograph the installation in detail, both in progress and once completed, and submit copies of all photographs to LANDLORD. Any Below Grade construction most be inspected by LANDLORD prior to backfilling. CONCRETE Concrete must he saw-cut or core - drilled (no jack- hammering or breaking of concrete is permitted). Secure structural floor engineer's approval prior to reforming all floor work. Prior approval must be obtained from LANDLORD prior to penetrating any structural or structurally reinforced concrete. SPRAY PAINTING Spraying of finishes or paint must only be done if Mall HVAC and adjacent Tenant HVAC systems are either shut down or protected to avoid contamination. MALL CONTACT NAME Southcenter Mall 633 Southcenter Seattle, WA 98188 -2888 Tel: 206/246 -0423 Fax: 2061244-8607 INTERRUPTION OF UTILITIES The CONTRACTOR must receive the LANDLORD'S approval at least three (3) days pear to any modification to utility services that may temporarily interrupt such service to otter tenants or the shopping center. NOISY CONSTRUCTION The LANDLORD has established working hours when the ccttractor may perform "noisy" construction (i.e. saw curing, core drilling, "Hilo" type fastener guns, etc.).;ontact the LANDLORD for restricted hours. LANDLORD reserves the sole right to request that CONTFACTOR reschedule any activities deerned disruptive teestricted hours. TRASH tEMOVAL & DUMPSTERS Trash Remval -All trash will be confined to the premises art removed at the end of each day by the CONTRACDR. Any trash found in the service corridors, adjacent tennt units. and /or other public areas will be removed bythe LANDLORD and deducted from the CONTRACOR'S deposit or billed to the TENANT. The locatiorof the CONTRACTOR'S dumpster will be determined ry the LANDLORD. LANDLORDS dumpsters and /or compactors are not to be used ty CONTRACTOR. SPRINKLER DRAIN -DOWN The CONTRACTOR shall seek the LANDLORD'S prior approvtl at least two (2) days in advance of needing to vain the shopping center sprinkler system. No shoppinc center sprinkler system will be left drained evenight. All systems sill be charged and operational when the CONTRACTOR leaves for the night. A $75 fee will be charged for each time the LANDLORD'S sprinkler system is drained or shut down to accommodate connection and testing requirements. ROOF &BUILDING MODIFICATIONS The CONTRACTOR will not be allowed to penetrate the roof or adjus or modify the LANDLORD'S sprinkler system, fixtures, utilities, structure, equipment or facilities without the LANDLORD'S express written consent and will be done ey the LANDLORD'S original contractor (or LANDLORD'S designee) at the CONTRACTOR'S expense. OPERATING WHILE REMODELING In addition to my prior stated requirements, the following rules apply to stores remaining open during remodeling. PRECONSTRUCTION MEETING For stores remaining open during construction, The Store Manatee must be present at the PreconsWction Meeting to oscuss plans for the remodel, time span of remodel anc related safety issues. BARRICADE SAFETY The CONTRACTOR will be required to schedule the construction n phases and provide a phasing barricade plan indicating where the barricade will be placed. SECURITY & AFTER HOURS WORK The CONTRACTOR must receive prior permission of the LANDLORD for work after normal working hours. In addition, the Store Manager and the CONTRACTOR must prepare for and indicate whether a Security Officer or other service is needed. The LANDLORD will not be responsible for the security of the CONTRACTOR'S or the TENANT'S property. In addition to the O.S.H.A. safely standards referenced previously, the Store Manager and CONTRACTOR must observe the following: • Provide a minimum of a four foot (4') barricade around all construction areas. • Apply plastic sheeting from the barricade up to the ceiling so as to minimize dust and related damage to merchandise, customers and the public mall areas. • Verify that all workman's tools, ladders, and loose construction supplies are out of the customers, and specifically, children's reach. • Verify that any overhead dangling light fixtures, conduits, etc. are well within the confines of the barricaded and plastic sheeted areas. • Verify that the store has down -sized its stock properly so as to remain open for business and still accommodate clear fire exits through both the rear and the front of the store. • If there is any storefront remodeling required, the CONTRACTOR will he required to erect a barricade per the above details. TENANT COORDINATOR Tel: 440/808- The Richard E. Jacobs Group, Inc. 25425 Center Ridge Road Cleveland, OH 44145-4122 Tel: 440/871 -4800 Fax: 440/800.6909 OPENING REQUIREMENTS • Certificate of Occupancy: The CONTRACTOR shall provide the LANDLORD with a copy of the Occupancy Permit. • Certified Tenant Air Balance Report • Punch List: Upon completion of construction and PRIOR TO opening. the CONTRACTOR shall request that the LANDLORD conduct a final observation and compile a punch list. The premises will be allowed to open for business only after the LANDLORD has received a copy of the Occupancy Permit and the punch list items have been satisfactorily completed. LIEN WAIVERS & AFFIDAVITS The CONTRACTOR will be required to submit the following items at the end of the construction (forms are available from the LANDLORD): • An original notarized "General Contractor's Affidavit and Final Waiver of Lien". • The original signed and notarized "Subcontractor's Affidavit and Waiver of Lien" for each contractor. .,�1t MpV IPS 1 B T001 SOUTHCENTER SEATTLE, WASHINGTON TYPICAL TENANT GUIDELINES TTG -A1 £552 UNIT NUMBER I L A T3 -�� (3UGKLk DBA THIS SHEET MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, LOCAL AUTHORITIES HAVING JURISDICTION AND BIDDING CONTRACTORS The Richard E. Jacobs Group NOVEMBER 1999 OR SY REVISED BY, ire REVISIONS JOB NUMBER: TTG ^�'I SOUTHCENTER MALL DRAWING SUBMISSION & REVIEW CHECKLIST TENANT'S SUBMISSION CHECKLIST TENANT'S drawing submission must include four (4) sets of black line (preferably) or blue line prints. PRELIMINARY CONCEPT: WORKING DRAWINGS: • Storefront Elevation (with sign) Working Drawings most be • Storefront Section(s) submitted in the following order: • Details at Neutral Pier(s) • LANDLORD'S TTG -01 Sheet • Details at LANDLORD'S Soffit • Architectural • Floor Plan • Electrical • Reflected Ceiling Plan • LANDLORD'S TTE Sheet(s) • Interior Elevations • Plumbing • Longitudinal Section • HVAC • Material Sample Board • LANDLORD'S TTM Sheet(s) • Photo of Similar Store • (other drawings) LANDLORD'S REVIEW CHECKLIST APPROVED APPROVED REVISE & DRAWING FOR CONSTRUCTION (INCLUDE WITH RESUBMIT RESUBMISSION) PRELIMINARY ARCHITECTURAL ELECTRICAL PLUMBING HVAC NOTES: RESUBMISSIONS: TENANT shall resubmit drawings within ten (10) days. All resubmissions shall be COMPLETE sets with four (4) sets of black line (preferably) or blue line prints. SIGN: This review does not include final approval of TENANT'S sign. Prior to fabrication & installation of TENANT'S sign, TENANT'S sign fabricator (sign company) shall submit three (3) sets of shop drawings to LANDLORD for approval. CHANGES: Once approved by LANDLORD, no changes shall be made in TENANT'S Drawings except upon the PRIOR written consent of the LANDLORD. AS- BUILTS: Within thirty (30) days after the opening of the Premises, TENANT shall submit a complete set of as -built drawings to LANDLORD. THIS AREA FOR LANDLORD USE ONLY-.. 1 ... NOTE: DRAWINGS WITH III IN THE LOWER RIGHT HAND CORNER ARE APPROVED BY LANDLORD LANDLORD'S approval of TENANTS Drawings is contingent upon TENANT'S compliance with LANDLORD'S _ comments and shall not be construed so as to hold LANDLORD liable for either the architectural and engi- neering design of the Premises or the accuracy of the information contained in TENANT'S Drawings. Should any conflict arise between any of TENANT'S Drawings and the Lease, the applicable portion(s) of the Lease shall be determinative. LANDLORD'S approval of TENANT'S Drawings will in no way alter, amend or waive the requirements or criteria of the Lease. BUILDING PERMIT INFORMATION In order to obtain a Building Permit from the City of Seattle, the following procedure will be required: Applications for building permits are submitted to the Department of Community Development. Upon receipt. plans are routed to the City's plan checker and If appropriate to the Fire Department, Planning Division, and Public Works Department. The following documents are required: 1. A completed building permit application form. 2. Two (2) copies of working drawings, to include, but not limited to, the following: a. Site plan b. Overall building plan c. Floor plan of TENANT space d. Construction details 3. Plan Review Fee to be paid at time of application. City of Tukwila Budding Division 6300 Southcenter Blvd. Tukwila, WA 98108, Tal: 206/431 -3670 FOOD & RESTAURANTS Food handling or restaurant type TENANTS shall submit two (2) sets of plans to: Seattle -King County Department of Public Health 201 Smith Tower Seattle, WA 98104, Tel: 206/296 -4787 Attn: Joe Makelerny Requirements of a food service are detailed in the Seattle or King County Food Code. For a copy of the Food Code contact your District Office. SPRINKLER DRWG. REQUIREMENT Prior to the fabrication of TENANT'S sprinkler system, TENANT's sprinkler contractor shall submit seven (7) blue line prints of shop drawings to the following for approval: Factory Mutual Insurance Great Lakes Operation- Cleveland 24950 Great Northern Corporate Center Suite 201 North Olmstead, OH 44070 -5319 Upon approval TENANT shall forward four (4) sets of 'lack line (preferably) or blue line prints of the approved design bearing FACTORY MUTUAL'S approval stamp to LANDLORD'S Tenant Coordinator for LANDLORD'S approval and records as required in Exhibit C. UTILITY COMPANIES & SERVICES Contact the following utility company representatives for information concerning local installation requirements. application for service, billing procedures. etc., ELECTRIC SERVICE Puget Sound Light & Power 600 116th NE Bellevue, WA Tel: 800/962 -9498 or 206/455-5120 GAS SERVICE Washington Natural Gas Company 815 Mercer Street Seattle, WA 98111 Service /Billing: Tel: 206/464-1999 Installation: Tel: 800/999 -4964 TELEPHONE SERVICE U.S. West Communication P.O. Box 12480 Seattle, WA 98191-0001, Tel: 20 WATER SERVICE City of Tukwila City Hall 6200 South Center Blvd. Tukwila, WA 98188, Tel: 206. :433 -1849 ROOF CONTRACTOR Any and all roof work most be completed by the LANDLORD'S approved roofing contractors: Cascade Roofing 6308 212th SW Lynnwood, WA 98036 Attn: Chris Smith, Tel: 206/464-0441 CONTACT INFORMATION TENANT er f ADDRESS _ STATE EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 98624, Tel: 206/577 -0565 STRUCTURAL FLOOR ENGINEER Andersen Bjornstad Kane Jacobs Inc. 800 Fifth Avenue Suite 3800 Seattle, WA 98104 -3103 Tel: 2061340 -2255 Fax: 206/340 -2266 SPRINKLER CONTRACTOR Crown Fire Protection (formerly Able Fire) 4932 Pioneer Road Bothell, WA 98012, Tel: 481.7669 PRECONSTRUCTION MEETING A minimum of five (5) days prior to starting construction. the CONTRACTOR shall contact the SHOPPING CENTER OFFICE to arrange a Preconstruction Meeting. Attendees should include at least the GENERAL CONTRACTOR, Superintendent and major Sub - contractors to be used in the construction. At the Preconstruction Meeting the GENERAL CONTRACTOR shall provide the following' Building Permit -A copy of each of the Local and State Building permits. Workers Compensation Certificate. Insurance Certificate -'The Certificate of Insurance should be in the minimum amount of $2,000,000 in the aggregate. 51,000,000 each occurrence and should reflect the following as 'Additional Insureds': The Richard E. Jacobs Group, Inc. Southcenter Joint Venture JG Shopping Center Mgmt. LLC • Performance, Labor and Material Bond as required. • Sub - contractors List - setting forth the name, address and telephone numbers of Tenant's General Contractor and Sub - contractors. CONSTRUCTION DEPOSIT The CONTRACTOR will be required to provide a $1,500 company check, certified check or money order payable to: Southcenter Joint Venture Please have your Federal I.D. number ready and available. The deposit or any portion thereof may be applied by the LANDLORD as a reimbursement for materials issued to or services performed directly for the CONTRACTOR, including LANDLORD'S correction of punch list items not corrected by the CONTRACTOR (see below). The DEPOSITOR agrees such deposit or any portion thereof, without prejudice to any other remedy which LANDLORD may have, may be applied as e reimbursement to the LANDLORD for materials issued to and/or for services pedomted directly for TENANT'S CONTRACTOR (which services may include the correction of punch list items and /or for the repair/ replacement of property damaged by TENANT'S CONTRACTOR). The deposit or any then remaining balance thereof (less a 15% administration fee) will be returned to the DEPOSITOR, without interest, within thirty (30) days after the completion of TENANT'S construction obligations as required in the LEASE. ON -SITE DOCUMENTATION The CONTRACTOR will keep the following documents on -site during construction: • Working drawings. The GENERAL CONTRACTOR will build from ONE set of drawings incorporating LANDLORD'S approval comments into the BUILDING DEPARTMENT STAMPED APPROVED SET. This set of drawings will be the primary working drawings and displayed at all times during construction. • A complete set of Typical Tenant Drawings and a set of working drawings bearing LANDLORD'S stamp of approval. • A copy of the Letter of Authorization for Access (issued by mall representative at Pre - construction Meeting.) • LANDLORD'S Construction Manual issued to CONTRACTOR at the Preconstruction Meeting. TENANT'S ARCHITECT ACT De ny„ N1i a Res' 1 Ti- - F E 6 0 0 vaoMe Fi -.2 O 7 r CONSTRUCTION REQUIREMENTS The following Rules govern construction on LANDLORD'S property. All references to "CONTRACTOR" shall mean the GENERAL CONTRACTOR or the TENANT if acting as its own contractor. All references to LANDLORD may equally mean the MALL REPRESENTATIVE at the shopping center, if appropriate. ASBESTOS MATERIALS In the event TENANT'S construction encounters any asbestos containing matenals (ACM), TENANT shall Immediately cease construction for that part of the Work which may disturb the ACM and contact LANDLORD'S Representative at the Shopping Center to resolve how to pr.., The installation of any matenals that contain asbestos is strictly prohibited. EXISTING CONDITIONS It shall be TENANT'S responsibility to verify all existing construction and equipment and subject to LANDLORD'S written approval to upgrade or replace same to comply with the more stringent of: 1) governing building codes. 2) the Federal Occupational Safety and Health Act (OSHA) and regulations promulgated thereunder, 3) all laws, ordinances and regulations of applicable State, City and Local health departments and utility companies, 4) the requirements of LANDLORD'S fire and casualty insurer, or 5) the provisions of the (ease. All costs shall beat TENANT'S expense. PROTECTION OF PROPERTY The CONTRACTOR shall be responsible for protecting the LANDLORD'S and any other party's properly from damage. Use of fuel operated engines inside the Mall and /or space will not be permitted. FIRE EXTINGUISHERS The CONTRACTOR shall provide adequate fire extinguishers within the premises, tagged for date of inspection, while under construction. SITE ACCESS & PARKING Specific areas will be designated by the LANDLORD for parking. The CONTRACTOR shall be responsible to ensure that all construction employees working in the premises use the designated parking areas. There will be no construction trailers allowed on the property. Parking will not be permitted in any of the driveways, fire lanes and truck docks except for temporary loading and unloading. as approved by the LANDLORD. DELIVERY OF MATERIALS The CONTRACTOR shall be responsible to coordinate all material deliveries to the premises, whether for construction, fixturing or merchandising. All deliveries shall be made through the rear door of the premises either via the adjacent service corridor or Wck dock area. Contact the LANDLORD prior to the delivery of materials and equipment which are too large to enter through the rear door of the Premises. Any such items aro to be delivered during NON - Shopping Center hours. Where there is no rear door to access space, all deliveries, trash removal, etc.. must be coordinated before or after Mall operating hours, according to LANDLORD'S direction. NO exceptions. WORK AREA & STORAGE The CONTRACTOR'S work area will be restricted to the Tenant's leased premises. Service and fire corridors and truck docks shall be kept clear of all materials, equipment, debris and trash at all times. SECURITY & AFTER HOURS WORK The CONTRACTOR must recd,ve the prior permission of the LANDLORD for work after normal working hours. LANDLORD INSPECTIONS The Tenant's construction work will be observed periodically by the LANDLORD to verity that the work is being constructed as set forth in the Tenant's Lease, Tenant Manual, Typical Tenant Drawings, Landlord approved Tenant Drawings and LANDLORD'S Construction Manual. SAFETY The CONTRACTOR shall be responsible to ensure that all work is pedormed in accordance with O.S.H A. standards. The LANDLORD may, without any liability therefore, stop work that is in violation of 0.S.H.A. standards or which may, in the Landlord's opinion, cause injury or harm to persons or property. CONTRACTOR must obtain a written permit from the Mall office prior to any "hot" work (ex: welding, solder- ing, torch -work, etc.). It shall be the duty and responsi- bility of the CONTRACTOR performing any cutting or TENANT'S ENGINEER FIRM (, 4 •o 2 775 I. . { CITY 5 ArvD 1i;AI RIE STATE - 7 5 welding to comply with the safety provisions of the National Fire Protection Association's National Fire Codes pertaining to such work and the CONTRAC- TOR shall be responsible for all damages resulting from a failure to so comply. TEMPORARY POWER Temporary electric power will be made accessible for those Tenants where permanent paver is not yet available. Where permanent power is available, it is the responsibility of the CONTRACTOR to provide the necessary equipment to supply the electrical power needed for construction. Permanent power should be ascertained as soon as possible. TEMPORARY WATER Contact the LANDLORD for coordination of temporary water service. UTILITY CHANGEOVER CONTRACTOR shall be responsible for changeover of utilities to CONTRACTOR andlor TENANT Account as soon as possible. TEMPORARY TOILET It will be the responsibility of the CONTRACTOR to provide adequate toilet facilities for all employees working within the premises. The shopping center toilet facilities coinl not be available for contractors use unless specifically auSonzed by the LANDLORD. The button fora temporary portable type toilet facility most be approved by the LANDLORD prior to its placement. TEMPORARY BARRICADE Prior to beginning any construction, the CONTRACTOR shall ensure. if required by the LANDLORD. that a temporary barricade is installed at the storefront (see Shopping Center Manager for oanicade drawings and details). Where a barricade has been erected by LANDLORD using pre formed panel=_. the LANDLORD shall extend the barricade past the lease line to accommodate the storefront work. The barricade shalt net be extended until storefront work actually begins, shall not unreasonably obstruct wall traffic. and shall not be more than four feet (4') past the storefront lease line. All barricades shall be extended or constructed during the non - operating hours of the shopping center. No barricades shall be removed or dismantled without express written consent of the LANDLORD. Any barricade remove, without prior consent will be reconstructed by the LANDLORD at the CONTRACTOR'S expense. CONSTRUCTION SIGNAGE The CONTRACTOR is not allowed to post any company name or sign on the temporary barricade. The CONTRACTOR shall post all signage as required by mall representaw, for public safety or general waning. BELOW GRADE CONSTRUCTION Prior to beg ming any below grade construction and under slab confined spaces the Contractor must: • Prior to Locating Floor Penetrations. Tenant's Contractor must secure LANDLORD'S structural floor engineer's approval, see address this sheet • Meet hazardous confined space requirements. • Inform LANDLORD of the work to be undertaken and receive approval of same. • Submit ALL construction materials proposed for under slab installation to LANDLORD'S representative for approval. Once the approvals have been received and under slab construction commences the CONTRACTOR must photograph the installation in detail, both in progress and once completed, and submit copies of all photographs to LANDLORD. Any Below Grade construction most be inspected by LANDLORD prior to backfilling. CONCRETE Concrete must he saw-cut or core - drilled (no jack- hammering or breaking of concrete is permitted). Secure structural floor engineer's approval prior to reforming all floor work. Prior approval must be obtained from LANDLORD prior to penetrating any structural or structurally reinforced concrete. SPRAY PAINTING Spraying of finishes or paint must only be done if Mall HVAC and adjacent Tenant HVAC systems are either shut down or protected to avoid contamination. MALL CONTACT NAME Southcenter Mall 633 Southcenter Seattle, WA 98188 -2888 Tel: 206/246 -0423 Fax: 2061244-8607 INTERRUPTION OF UTILITIES The CONTRACTOR must receive the LANDLORD'S approval at least three (3) days pear to any modification to utility services that may temporarily interrupt such service to otter tenants or the shopping center. NOISY CONSTRUCTION The LANDLORD has established working hours when the ccttractor may perform "noisy" construction (i.e. saw curing, core drilling, "Hilo" type fastener guns, etc.).;ontact the LANDLORD for restricted hours. LANDLORD reserves the sole right to request that CONTFACTOR reschedule any activities deerned disruptive teestricted hours. TRASH tEMOVAL & DUMPSTERS Trash Remval -All trash will be confined to the premises art removed at the end of each day by the CONTRACDR. Any trash found in the service corridors, adjacent tennt units. and /or other public areas will be removed bythe LANDLORD and deducted from the CONTRACOR'S deposit or billed to the TENANT. The locatiorof the CONTRACTOR'S dumpster will be determined ry the LANDLORD. LANDLORDS dumpsters and /or compactors are not to be used ty CONTRACTOR. SPRINKLER DRAIN -DOWN The CONTRACTOR shall seek the LANDLORD'S prior approvtl at least two (2) days in advance of needing to vain the shopping center sprinkler system. No shoppinc center sprinkler system will be left drained evenight. All systems sill be charged and operational when the CONTRACTOR leaves for the night. A $75 fee will be charged for each time the LANDLORD'S sprinkler system is drained or shut down to accommodate connection and testing requirements. ROOF &BUILDING MODIFICATIONS The CONTRACTOR will not be allowed to penetrate the roof or adjus or modify the LANDLORD'S sprinkler system, fixtures, utilities, structure, equipment or facilities without the LANDLORD'S express written consent and will be done ey the LANDLORD'S original contractor (or LANDLORD'S designee) at the CONTRACTOR'S expense. OPERATING WHILE REMODELING In addition to my prior stated requirements, the following rules apply to stores remaining open during remodeling. PRECONSTRUCTION MEETING For stores remaining open during construction, The Store Manatee must be present at the PreconsWction Meeting to oscuss plans for the remodel, time span of remodel anc related safety issues. BARRICADE SAFETY The CONTRACTOR will be required to schedule the construction n phases and provide a phasing barricade plan indicating where the barricade will be placed. SECURITY & AFTER HOURS WORK The CONTRACTOR must receive prior permission of the LANDLORD for work after normal working hours. In addition, the Store Manager and the CONTRACTOR must prepare for and indicate whether a Security Officer or other service is needed. The LANDLORD will not be responsible for the security of the CONTRACTOR'S or the TENANT'S property. In addition to the O.S.H.A. safely standards referenced previously, the Store Manager and CONTRACTOR must observe the following: • Provide a minimum of a four foot (4') barricade around all construction areas. • Apply plastic sheeting from the barricade up to the ceiling so as to minimize dust and related damage to merchandise, customers and the public mall areas. • Verify that all workman's tools, ladders, and loose construction supplies are out of the customers, and specifically, children's reach. • Verify that any overhead dangling light fixtures, conduits, etc. are well within the confines of the barricaded and plastic sheeted areas. • Verify that the store has down -sized its stock properly so as to remain open for business and still accommodate clear fire exits through both the rear and the front of the store. • If there is any storefront remodeling required, the CONTRACTOR will he required to erect a barricade per the above details. TENANT COORDINATOR Tel: 440/808- The Richard E. Jacobs Group, Inc. 25425 Center Ridge Road Cleveland, OH 44145-4122 Tel: 440/871 -4800 Fax: 440/800.6909 OPENING REQUIREMENTS • Certificate of Occupancy: The CONTRACTOR shall provide the LANDLORD with a copy of the Occupancy Permit. • Certified Tenant Air Balance Report • Punch List: Upon completion of construction and PRIOR TO opening. the CONTRACTOR shall request that the LANDLORD conduct a final observation and compile a punch list. The premises will be allowed to open for business only after the LANDLORD has received a copy of the Occupancy Permit and the punch list items have been satisfactorily completed. LIEN WAIVERS & AFFIDAVITS The CONTRACTOR will be required to submit the following items at the end of the construction (forms are available from the LANDLORD): • An original notarized "General Contractor's Affidavit and Final Waiver of Lien". • The original signed and notarized "Subcontractor's Affidavit and Waiver of Lien" for each contractor. .,�1t MpV IPS 1 B T001 SOUTHCENTER SEATTLE, WASHINGTON TYPICAL TENANT GUIDELINES TTG -A1 £552 UNIT NUMBER I L A T3 -�� (3UGKLk DBA THIS SHEET MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, LOCAL AUTHORITIES HAVING JURISDICTION AND BIDDING CONTRACTORS The Richard E. Jacobs Group NOVEMBER 1999 OR SY REVISED BY, ire REVISIONS JOB NUMBER: TTG ^�'I SOUTHCENTER MALL SO Li THCENTIEK, SEATTLE, WASHINGTON E AND RISER DIAGRAMS Sheet 1 of 2 UNIT NUMBER rtir- DBA TSC -0 PHASE_LIDIE. PHASE I ALL INSTALLED EQUIPMENT, ACCESSORIES. AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3 MODIFY INSTALLATION DETAILS TO CONFORM AS REWIRED PARTIAL RISER DIAGRAM ,,0„ x/ . ;713:: , 7: tgunc NOTE, & LFGFND, BY TENANT 2. BY LANDLORD 3 METER BY uTrLiTy AT TENANT'S EXPENSE. ' C ' IZIr ' S j P S EZ1 7 . 8 24V.7 , .. " 11 ' 1"tHPILITIaLTE - kCPLIERTRE D On(71.7E ' X r"E iiz'FFEr57Fi:E'ERLFEFEW,'"E'EF.i PHASE II NOT, KEY PLAN NO SULE ALI INSTALLED EOUIRME, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMiC AREA ZONE 3 MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED PARTIAL RISER DIAGRAM Izoinev 3. 4W NgTF, & I FGFND• - BY TENANT 2 BY UNDLORD 3. mETER BY UTILRY AT TENANT, EXPENSE. 141214M04LIER's IN/ METER AND SOCKET C.0E/FINISHED FLGOR t ' OLVEFFSFTALL ' OE T' A E NTalrOF S TMOTZ 3 mETER BY UTILITY AT TENANT'S EXPENSE NIS7/04:45UVERWE 441PS''' 1 D'"""'""E'S 120 v SMOKE EXHAUST FAN TSC-02 KEY PLAN e NO SCALE AU_ INSTALLED EQUIPMENT. ACCESSORIES. .ND PIPING SHALL BE INSTALLED PEP CODE REQUIRDIENS FOR SE,SMIC AREA ZONE 3. moot, INSTALLATION DETAILS TO CONFORM AS REOUIRED. CONDUIT AND WIRE fI PARTIAL RISER DIAGRAM 120208v 3m 4W ZUIVoggc'R TSG--D TENANT'S UNIT FUSIBLE SWRCH OR ORCUIT BREMER II IgramEL rEsT -- FIRE DETECTION & SMOKE CONTROL SYSTEM DIAGRAM DETECTOR aI 3 111 MEAVYN •••—, ELECTRISAL_NQIE1 TSG-E2 - IN THE EVENT THE TENANT IS REQUIRED TO INSTALL AND/OR FURNISH ANY AND ALL EQUIPMENT, WIRING, CONDUIT, ETC. FOR TENANT'S ELECTRICAL SERVICE/INSTALLATION, LANDLORD SHALL HAVE THE RIGHT OF APPROVAL OF ALL EOUIPMENT AND METHODS 10 BE UTILIZED PRIOR TO AND AFTER INSTALLATION OF ALL WORK. LANDLORD'S APPROVAL OF SUCH METHODS AND EQUIPMENT SHALL INCLUDE BUT NOT BE LIMITED TO, LOCATION OF TENANT CONNECTION TO LANDLORD'S OR UTILITY COMPANY'S SER'ACE, LOCATION OF THE ROUTING OF ALL CONDUIT; METHODS AND LOCATION OF SUPPORT OF ALL EQUIPMENT AND CONDUIT FROM LANDLORD'S APPROVED STRUCTURE; HEIGHT OF CONDUIT INSTALLATION (HEIGHT OF CONDUIT ROUTING SHALL BE A MAXIMUM HEIGHT FROM THE FINISHED FLOOR WITH A MINIMUM HEIGHT OF 13'-10), SIZE OF ALL CONDUITS, WIRE, EQUIPMENT, ETC. REQUIRED TO PROVIDE SERVICE TO THE TENANT'S PREMISES, AND MANUFACTURERS OF SWITCHES, FUSES, METER SOCKETS, METERS, FUSED BUS PLUGS, HANGERS, CONDUIT AND ANY OTHER DEVICES OR EQUIPMENT NECESSARY FOR INSTALLATION. FAILURE TO OBTAIN LANDLORD'S PRIOR APPROVAL FOR ANY OF THE ABOVE SHALL REQUIRE THE TENANT TO REMOVE ANY NONCONFORMING INSTALLATION OR DEVICE AND REPLACE SAME PER METHODS AND MATERIALS REQUIRED BY LANDLORD. TENANT'S CONTRACTORS SHALL BE BOUND BY THESE REQUIREMENTS AND SHALL OBTAIN LANDLORD'S WRITTEN APPROVAL FROM LANDLORD'S REPRESENTATIVE PRIOR TO AND AFTER INSTALLATION. TENANT SHALL SUBMIT "AS BUILT RECORD" DOCUMENTS OF THE INSTALLATION PRIOR TO ACCEPTANCE OF THE ELECTRICAL SYSTEM BY THE LANDLORD. IN ADDITION TO THAT STATED HERE—IN, ALL WORK SHALL ALSO CONFORM TT THE SPFCiFICATIONS ANT DETAILS NOTED ON TTE DRAWINGS KEY PLAN e SCALE F 1 , NS B T E ALL . E , D TALLE EOUI:M p Er a . c ACC ,,,,, ES , S E ORI . IAN Em El PrI o N R C sEis.. 1 _ 7 ' Z o O o N . E m 3. MODIFY INSTALUTTON DUALS TO C.0.3FORM EFELT7IIKTE 2 gEF =TWIT:Ws " AUM"A"AL". EL:':''GLEZT:A22i,A:iTF4iEFInzT ztt"zz i'tc=a;:mr,m,Yrg: =74-.29, LrgrE. 5. UNDERCOUNIER LIGHTING SHAT BE 10 MILLIMETER NEON LIGHTING (WHITE) c'7Vat PARTIAL RISER DIAGRAM 120/208V 30 4W NOTES & I fGEND: - BY TENANT BY LA.LORD 3 mETEF: BY UTILITY AT TENANT, EXPENSE. 4. ALL EQUIPMENT ADDITION, TO THE METERING/SWITCHBOARD garBE ' 41711 ' 7 . ETC.) SWITCHBOARD MANUFACTURE.. REOUIRLMENTS. E RSI T i /IFIFT7EV ' , IFH7LL ' BE T 7MITIVOMVORVS PPR 1 0 Z0 REVISED THIS SHEET & TTG. MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS The Richard E. Jacobs Group Vigyoe 1-31' SCNTTET TTE-1 PANEL NO. MAIN BUS RATING FED FROM MAIN BREAKER FEEDER CABLE SIZE Description Ps, ph w A s B es C sr * "i■i ®■■_ Description TOTAL CONNECTED LOAD K.W I - LOCATION TOTAL K.V A. MOUNTING AMPS SEE NOTE #2 INSULAR° NOTES. I. FOR Bk_LAST SYSTEMS, REPLACE BALLAST AFTER WORK IS COMPLETED. 2. 4 LB. JO BE PUSHING SOLDERE SHALL D BE I/4" MAX. DIAMETER LARGER THAN PIPE INTS D 3. FUNGE SHALL BE SET BY ROOFER. CONTACT L.L. FOR LIST OF APPROVED ROOFING CONTRACTORS ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR NTS GENERAL NOTES GENERAL NOTES SQ LAD VENT PIPE TYPICAL DETAIL - LEAD - BUR 1 GENERAL CONDITIONS AND SPECIAL CONDITIONS OF A. 201 AND ENANT'S GENERERAL SE CONIO SHALL REQUIREMENTS SHA APPLY UNL OTHWI N OT DIT ED . ACTUAL LOCATION AND EXTENT OF DD SERI MU BE FIELD VERIFIED. CHANGES REQUIREMENTS CON TO LAN CES SERVICE ST 20 20 1 AND I ANI AND OR L A N MPDE FT NO ADDITIONAL COST TO THE TENANT AND /OR LANDLORD FURNISH ALL LA80R, MATERIALS EQPMEN T D OOLS TO ND /OR PERFORM ELECTRICAL WORK SHOW EDI SC A AS REQUIRED FOR A COMPLETE FINISHED INSTALLATION A. ALL MATERIALS AND EQUIPMENT SHALL BE COMMERCIAL GRADE AND SHALL DEAR A U.L. LABEL. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. REUSE OF EXING RROBID TE PPPRO SHALL BY LANDLOE P HI RD AND ALL UNLESS CODES SPECIFICALLY MATERIALS, PRODU AND EQIPMENT INC ALL COMPONENTS TH SHALL U BE NEW AND AS SUCH APPEAR ON THE UNDERWRITERS LABORATORIES LIST OF APPROVED ITEMS AND SHALL MEET REQUIREMENTS OF CM, IEEE, I NEC, NEMA, AL CENT OTHER RE STANDARDS RDS AND SHALL L BE SIZED EO IN WITH CONFORMITY WITH REQUIREMENTS THE NATIONAL ELECTRICAL COOS AND OTHER APPLICABLE CODES, WHICHEVER ARE MORE STRINGENT. 4. THE WORD "PROVIDE" AS USED HEREIN MEANS t0 FURNISH AND INSTALL A COMPLETE WORKING SYSTEM ALL WORK TO BE IN ACCORDANCE WITH NEC AND ALL APPLICABLE FEDERAL, STAT AND LOCAL CODES WHEREVER THERE IS A CONFLICT, THE STRINGENT REQUIREMENT Sw.LL APPLY TENANT'S CONTRAOR SHALL P FOR ALL FEES E M I TEO WITH THE CONS OF THE AY SPACE INCLUDING AS BVT N07 LIMITED TA UTILITY COMPANY CONNECTIONS, SERVICE T ANA /OR TAPPING FEES: LOCAL, COUNTY OR STATE SERVICE CHARGES. INSPECTION CHARGES. AND PERMIT FEES; LANDLO CONN FEES. DORD'S UTILITY CHARGES RD'S LANDLO METERING LAN CH AND /OR LANDLORD'S EQUIPMENT CHARGES. 7 SUBMIT MATERI S AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE TENANT'S ARCHITECT FOR APPROVAL. SUBMITTALS SHALL BEAR THE STAMP OF THE ELECTRIC, CONTRACTOR SHOWING THAT HE .5 REVIEWED AND APPROVED THEM. 8. DEFICIENCIES AND NON- CONFORMING ITEMS - IF, AT ANY RME DURING THE TERM OF THE LEASE. LAND DETERMINE THAT TENTH'S EQUIPMENT OR SYSTEM HAS NOT BEEN IN OR IS NOT OPERATING IN ACCORDANCE WITH MNUFACTURER'S ND OMMENDA IN DI O TO ANY REQUIREMENTS LANDLORD MAY, IN ADDITION TO ANT OTHER RIGHTS AND REMEDIES IT MAY HAYS AFTER GMNG FIVE DAYS WRITTEN NOTICE TO TENANT OF ITS DO S INTENTION TO DO 50, CORRECT SUCH DEFICIENCIES AS IANOLORD MAY ELECT i0 PERFORM FOR AND ON TENANT'S BEHALF. TENANT SHALL REIMBURSE LAN FOR ALL COSTS INCURRED BY FIFTEEN RD FOR THE CORRECTION CTiON Fl OF THE DEFICIENCIES PLUS A FTEEN PERCENT (155.) ADMINISTRATIVE CHARGE. THE TOTAL AMOUNT SHALL BE DUE AND PAYABLE TO iANOLCRD UPoN DEMAND. TFi15 CONTRACTOR SHALL GO LJ CUTTNG, CHASING OR CHANNELING AND PATCHING REQUIRED FOR PITY WORK UNDER THIS DIVISION. ANY CUTTING SHALL HAVE PRIOR APPROVAL OF 11WDLORD. SLEEVES SHALL EXTEND AT LEAST 2" ABOVE ,T217, FL AND ALL SLEEV OPENINGS ET AFTER FIRE RATED WAILS AND FLOORS SHALL BE SEALED PATER CONDUIT INSTALLATION TO RETAIN THEIR FIRE RATINGS. CHANNELING OF FLOORS IS EXPRESSLY FORBIDDEN. CONTRACTORS WILL BE HELD LIABLE 0 10. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FRS • '_ ^'.^.:.OFD'S DESIGNATED LOCATION FOR ALL TEMPORARY POW ANO LIGHTING WITH ALL WIRING AS REQUIRED INCLUDING FURNISHING EXTENSION CORDS FOR HIS OWN USE. ANY TEMPORARY WIRING, FUSES, ETC., SHALL BE REMOVED UPON COMPLETION. TENANT SHALL REIMBURSE LANDLORD FOR TEMPORARY POWER. PROVIDE GROUND FAULT PROTECTION AS REQUIRED DY N.E.C. -J:O LOCAL CODES. PROVIDE ELECTRICAL SERVICE AS SHOWN ON THE DRAWINGS AND AS SPECIFIED. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CLOSELY COORDINATE ENTIRE INSTMUTION WITH LANDLORD AS REQUIRED. FOR PLUMBING 'VENTS TURN AD PUHING DOWN IN VENT S PIPE A MIN. OF 1' BELOW TOP OF PIPE 4 LB. VIRGIN LEAD 17 22 23. T. S NOTFC: PRE - MOLDED PIPE SEAL CANNOT BE CUT VERTICALLY TO BE INSTALLED. 2. PRE - MOLDED PIPE SEAL. MUST HAVE INTACT RIB AT TOP EDGE REGARDLESS OF PIPE DIAMETER. 3. WHEN PREFABRICATED PIPE SEAL CANNOT BE INSTALLED, USE FIELD FABRICATED PIPE SEAL. SEE ALTERNATE PIPE PUSHING DETAIL 4. FOR BALLAST SYSTEMS. REPLACE BALLAST AFTER WORK IS COMPLETED. 5. F FING CON SHALL TRACTOR BE SET S BY ROOFER. CONTACT L.L. FOR LIST OF APPROVED 6. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR TYPICAL DETAIL - PREMOLDED - RUBBER ROOF PIPE /CONDUIT OR VENT THROUGH ROOF FLASHING DETAILS O N T.S TT-9 GENERAL NOTES (CONT'D) 12. MAKE PROVISIONS FOR TELEPHONE SERVICE AS REQUIRED AND AS NOTED HERE IN 13 CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION WITHIN TENANT'S PREMISES SHALL BE PROVIDED WHERE REQUIRED FOR SQUAB COMPANY WIRES. OUTLET BO %ES SHALL BE 4' SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PUTS WITH CONDUIT DROP AND PULL WIRE TO ABOVE L'EILING 14. PAINTING OF ELECTRICAL CONDUITS ETC., IF REQUIRED, WILL ERWI EIE SE BY NTHE OTED TENANT'S GENERAL CONTRACTOR, UNLESS OTH 15. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK AS THE JOB PROGRESSES. AND UPON COMPLETION SHALL TURN OVER TO THE TENANT ANO LANDLORD A RECORD' SET OF PRINTS SHOWING THESE HANGES, INCLUDIN BUT NO T LINKED 70 ACTUAL MANUFACTURE OF EQUIPMENT INSTAI.LEC, EXACT LOCATIONS OF ALL CONDUIT AND EQUIPMENT WITH THE EQUIPMENT'S 'AS INSTALLED' SIZES ETC. 16. THE FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES AS TO NAME AND /OR FUNCTION: DISTRIBUTION PANELS, LIGHTING PANELS, MOTOR STARTERS, PUSH BUTTON STATIONS, SWITCHES AND CONTROL DEVICES, DISCONNECT SWITCHES, METER SOCKETS ETC. ALL ELECTRIC WORK SHALL BE INSTALLED 50 AS TO BE RUDIAY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND REPAIRING. HANGERS SHALL INCLUDE PLL MISCELLANEOUS STEEL, SUCH A$ CHANNELS, RO ETC., LL NECESSARY FOR THE INSTALLATION OF WORK ANDO S SHA BE FASTENED TO STEEL, CONCRETE OR MASONM, BUi NOT TO PIPING G, OTHER NONSTRUCTURAL ITEMS, INCLUDING JOIST BRIDLING, METAL DECK AND CEILING SUSPENSION SYSTF_uP A SHA BE C WHRSSIBLE - EX pH CONDOR LL A N G LE BE NC IN S TRAIGH E T E LINE P WITH OR AT RIGHT ANGLES TO COLUMN LINES OR BEAMS AND SEPARATED AT LEAST 3 !ITCHES FROM WATER DINES WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH LINES. CONDUCTORS SHALT BE IN CONDUIT. DUCTS OR APPROVED RACEWAYS. 18. "LOCI; ON' DEVICES SHALL BE PROVIDED ON NIGHT LIGHT GIRGDi1S. TIME CLOCK CONTROLLED CIRCUITS, ALL LIFE SAFETY CIRCUITS AND OTHERS AS MAY BE REQUIRED BY THE LANDLORD AND AUTHORITY HAVING JURISDICTION. 19. GROUND ALL CONDUITS CABINETS PANELS, .AND 0 THF_R EXPOSED NON- CURRENT CARRYING METAL PARTS F 0 ELECTRICAL EQUIPMENT iN ACCORDANCE WITH PLL PROVISIONS OF THE NEC 4N0 ALL APPLICABLE FEDERAL, S TATE AND LOCAL CODES. 20. TEST FOR GROUNDS. SHORT CIRCUITS AND PROPER FUNCTION OF ALL EQUI AFTER INSTALLATION IS OMPLETE. FAULLS IN THE INSTALLATION SHALL RE CORRECTED. THE LOCATION OF OUETS ND Q IPMNT SHOWN O TH DRAWINGS IS PPPRO%I A THE EU TEN OR LANDLO RD E SHALL HAVE THE RIGHT IT RELOCATE ANY OUTLETS OR FIxiURES WITHOUT ADDITIONAL COST TO THE TENANT OR LANDLORD. PROVIDE ANY AND ALL SHIELING OF LECTRICAL EQUIPMENT LO DEVICES AS REQUIRED BY D N.E.C. O OTHER STATE MID LOCAL CODES DUE TO WATER CARRYING ENUREMENT, PIPING OR DEVICES OR DUE TO ANY OTHER CONDITION REQUIRING SAME. ROUTE ELECTRIC POWER AND CONTROL FOR THE ROOF MOUNTED HVAC EQUIPMENT THROUGH A SEPARATE ROOF PENETRATION FOR THE FJF,TRIC POWER AND T CONDUITS, FLASH PENETRATION PER DETAIALL N NOT DO NOT ROUTE CONDUIT THROUGH ROOOF F CU D LANDLORD CURB. 0' O DO N07 DRILL HOLES IN sN N .. •AN s sM" Nl sN LOOK. IT IS THE INN TH THE ENTIR SPE c RK SHALL R WORK NOi SPECIFIC BE COMPLETE TET IN EVE RY ASPECT AN D CO THAT PITY WO I ON THE MENTIONED OR SHOWN ON THE DSHRAWIALL B NG. FUR BUT NISH NEC ESSARY TO FULLY COMPLETE THE WORK, 25. GUARANTEE: A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FORA PERIOD OF ONE (1) YEA.R FROM DATE OF ACC BY TENANT AND LANDLORD. DEFECTS WHI APPEAR DURING THAT PERIOD SFIALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. B. FOR THE SAME PERIOD, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECT$ IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND /OR INSTALLED BY CONTRACTOR 6 . C. ROMEX AND BX CABLE ARE NOT PERMITTED. (SEE FLEXIBLE METAL CONDUIT) H C MAY BE USED <5' - 0' MAX IMUM). VHEN USE➢ F R ❑ S HORT F - STING INAL L NN C N F M DX iD LIG O E I❑ S ❑ J B FIXTURE 2 IS THE HAXIMUM ALLOWABLE. rVHERE 0 LOCAL CCO P 0 WIRE CONNECTORS SHALL BE EQ BY COTCLO FOR p8 PND SMALLER AND T k D 'LOC K -T; E" FO / AN D LARGE 4. UGHONG FIXNRES. INCLUDING LAMPS. $HALL BE FURNISHED AS NDICATED ON ELECTRICAL PUN. ELECTRICAL CONT SHALL INSTALL ALL FIXTURES AND LAMPS. IN SALES AREAS FLUORESCENT FIXTURES SHELL HAVE RATING BALLASTS. AND DEEP CELL PARABOLIC LOUVERS. ALL FIRE RATING ENCLOSURES FOR ELECTRICAL LIGHTING F AND EQUIPMENT SHML BE PROVIDED BY ELECTRICAL L CONTRACTOR. ALL LANE AT LOW VOLTAGE POWER T COOING INCLUDING STALL TION CONTROL, CONNECTIO S C WIR MOTORS. INSTALLATION PT THAT WHICH IS SPECIFICALLY NOTED AS BEING AL BY MECHANIC CONTRACTOR, SHALL HALL BE E PROVIDED BY ELECTRICAL CONTRACTOR. EL CONTRACTOR SHALL PROMOS ALL REQUIRED POWWER R AND CONTROL INTERLOCK FOR ALL H000 FIRE SUPPRESSION SYSTEMS. COLOR O WIRING DEVICES SH RE AS ED B THE ARCHITECT. COVER PLATE SHALL BE STAINLESS SELECT STEEL Y OR SMOOTH H TO MATCH DEVICE COLOR. WIRING S DEVICES SHALL ALL BE eE EQUAL TO "SPECIFICATION GRADES" AS ALLOWS: A. DUPLEX RECEPTACLES - HUBBELL X5162 RI GF B. LIGHTING SWITCHES - HUBBELL j1221 SERIES, 3-w 3 -WAY AND 4 -WAY SIMILAR - X1221 AND X1224 REST ---- INCANDESCENT DIMMERS - LUTRON TA D. MOTOR STARTERS - SO D TYPE. EXHAUST E EXHAUST FAN TIMERS - MARK TIME CLOCK RECEPTACLE - CAT. 7767 -SS SHUNT TRIP - SQUARE D TYPE. GENERAL NOTES ( CONT'D) MATERIAL SPECS CONDUIT SHALL BE STANDARD STEEL RIG10. I MC Oft EMi (THIN WALL) ACCORDING TO CODE REQUIREMNTS. CONDUIT SHALL BE CONCEALED IN FINISHED PREAS- A. MINIMUM SRES OF rCNDUITS SHALL BE 3 /a" NR EMBECMENT IN CONCRETE AND i/2" FOR P(E MT) SHALL BE OTHER APPLICATIONS. ELECTRIC EL E IC TUBING CT (E ALL GALVANIZED O OR F THE E COMPR SSION TYPE. INC FITTINGS SHALL BE O COMPRESSION TE EMT, IMC OR HEAVY WALL CONDUIT SHALL USED FOR FEEDERS BRANCH CIRCUITS RUN PROVE SUSPENDED CEILINGS OR A OR EP E :J INTERIOR EMT SHALL NOT OT B BE CON CONCUIEQ ' POURED URED CONCRETE CRETE SLABS OR WALLS FLEXIBLE METAL CONDUIT MAY BE USED ONLY FOR SHORT FlNAL CONNECTIONS FROM J -BOX TO FIXTURES AHD EQUIPMENT PERMITTED ig CODE PND S C ONDUIT ED ABOVE. AS MAXIMUM LENGTH Of ANY A FLEX18l£ CONDUIT SHALL BE 6' -0". Qj CONDUIT CT WORK SHALL NOT BE INSTALLED IN OR THROUGH DU D. CONDUIT IN THE CONCRETE SLAB OR UNDERGROUND SHELL BE RIGID GALVANIZED CONDUIT OR SCHEDULE 40 PVC RIGID CONDUIT TUB -UPS ABOVE THE FNISHED FLOOR, TO TENSES ANO BOXES SHALL BE RIGID STEEL CONDUIT IN PVC CEILING O CONDUIT R IS WALL NOT CAVID ALLOW E D UNDER ANY CIRCUMSTANCE WIRE $HALL BE S INGLE CONDUCTOR COPPER WITH 600 VOLT INSULATION. (<10 AND SMALLER SHALL BE SOLID. X40 WD #22 H . SHALL BE S Ar2P MI NIMUM WIRE E $HALL 6E WIRE HOWEVER E S HALL BE NEW AND S MTRAY BE US FOR CONTROL SIZ WIRING. TO WIRE AND CABLE SHALL BE BROUGHT TO THE MUST BE SITE IN UNBROKEN PACKAGES. ALL WIRING OF ANY TYPE IN IT. A. GEN WIRING HL BE TRW. (ALUMINUM CONDU CTORS ARE SAL NOi PERMITTED.) B. HVAC CONTRO WIRING $HELL eM e - /I6 AWG IJULTI- COLORED CABLE WDH 600 V INSULATION. BRANCH CIRCUIT PANELS SHALL BE OF THE BOLTED CIRCUIT BREAKER TYPE WITH OVERALL DOOR, AND TYPEWRITTEN DIRECTORY INSIDE DOOR. TWO OR THREE POLE BREAKERS SHALL BE COMMON TRIP TYPE. LOADS SHALL BE BALANCED WRHIN IDS. SAFETY AND DISCONNECT SWITCHES SHALL BE FUSED OR NON - FUSED AS CALLED FOR ON DRAWINGS AND AS REQUIRED BY CODE. SWITCHES SHALL BE HEAVY DUTY, LOAD AND FULL PERIM R00�OP EQUIPMENT CURB OR ' CONDENSING UNIT RAIL. RIGID CONDUIT -SIZE AS REQUIRED WP RECEPTACLE POWER &CONTROL CONDUIT ROOF PENETRATIONS. FOR CONRNUATION. SFF DFTAI} O T. LOCATE SG NOT TO OBSTRUCT ANY SERVICE TO RTU OR READING OF NAMEPLATE 2 DO NOT INSTALL CONDUIT THRU CURBS. USE SEPERATE ROOF PENETRATIONS. 3. PITCH POCKETS ARE NOT PERMITTED ROOFTOP UNIT CONDUIT DETAIL 37 NTS TT -37 GENERAL NOTES ( CONT'D) . 10. OUTLET BOXES AND COVERS gg BE GALVANIZED, ONE - PIECE. PRESSED STEEL KNOCsKOUT TYPE. JVNCTIT BOXES, PUI-L BOXES AND COVERS SHALL BE GALVANIZED STEEL. CODE GAUGE SIZE. CONTRACTOR TO PROVIDE CEILING ACCESS DOORS FOR CONCEALED JUNCTION OR PULL BOXES. FOR NON FOOD COURT TENANTS, TIME SWITCH SHML CONTROL SIGN ENTRANCE LIGMING AND SHOW WINDOW U R, 7- . USE PARAGON TYPE J00] -0 , OR EGUAL, 24 HOUR, 7 -DAY TYPE. FOR FOOD COURT TENANTS, THE LANDLORD HAS PRONGED A JUNCTION BOX ABOVE THE CEILING FOR CONTROL OF THE TENANT'S SIGN (120 VOLTS). THE LANDLORD WILL PROVIDE A 1 /2 CONDUIT FROM THE JUNCTION BOX - TO THE SIGN. SIGN. WIRING FROM THE JUNCTION BOX TO THE SIGN IS TENANT'S RESPONSIBILITY. SEE LANDLORD'S DRAWINGS FOR LOCATION. 12. MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY BE USED FOR TfT l0 '0NP1 HORSEPOWR OTORS WHERE AUTOMATIC OPERATION I$ NOT REQUIRED. SIN M PHASE STARTER$ SHALL BE SOUPRE D OR EQUAL. EE PHASE STARTER$ SHALL BE PROVIDED WITH OVERLOAD THR UEVICE IN UCH PHASE. LOW ' JOLTAGE NETIC MOTOR STARTERS SZT USED FOR AUTOMATIC FAN MAG OPERATION. COMBINATIOt: STARTERS, WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES. MAIN BUS RATING MAIN BREAKER Description TOTAL CONNECTED LOAD Description Lighting (recessed) Lighting (surface) R Water Hooter H V.A.C. Equip, (fans, etc.) Miscellaneous (sign) Reserve TOTAL b . ELECTRICAL DATA FORMS B C arc No. g it - 13 5 - 17 -^ 9 -^ 21 23 - 37 -^ 39 25 27 29 31 33 35 K.W. K.V.A AMPS TO BE COMPLETED BY TENANT PANEL N0. LOAD SUMMAR K.W. Connected LOCATION MOUNTING AMPS Ciro No. 6 10 2 16 18 20 22 2 26 28 30 32 34 36 38 40 42 SOUTHCENTER SYSTEM DESCRIPTION FED FROM FEEDER CABLE SIZE watts Psr Thus A B C Demand AMPS Gross Leasable Area - / 9 Watts 5 .Ft. NOTE: THE COOLING AND HEATING LOADS SHALL BE INTERLOCKED SO AS NOT TO OCCURS SIMULTANEOUSLY. THE LARGER OF THE TWO LOADS SHALL BE USED TO DETERMINE THE TOTAL CONNECTED. NOTE: LIGHTING K.W. FROM LOAD SUMMARY TO BE USED IN H.V.AC. CALCULATION FORM. IF any part of the tenant's electrical service/Instal lotion Is not a ..LIN , tenant s h a l l i n s t a l l and /or Furnl sh a l l equipment, conduit, w ring, etc. from l andlord' s s e c r way, sw l tchboard, bus duct, etc,) to the tenant's premises ond shall be subject to landlord's prior approval. Tenant to verify on landlord dwgs. and with landlord representative the extent of (sting portions of system, system voltage and sizes. Tenant shall Indicate n tenant's pions all des lgn Informot ion requ l red for the complete electrical system to be Installed See 'Service Instollotion Note' on drawing TTE -1 for landlord requirements. 4. IF not instal led by the landlord, the tenant shall Install conduit to obto;n telephone s e rvlce From the local utility company. All wiring and Instal lotion IS lay tenant and at the tenant' expense, 5. No panel or flexible conduit shall be located In the demising wall. Description TOTAL The tenant shall Turn l sh and Install all conduit, cob le, equ l pment, , DT e o I lght!ng Fixtures, panels, transformers, etc. s required for a complete II, VI* instal lotion per the National Electrical Cade, landlord requirements and V\ Q2 REVISED the local authority having Jurisdiction. - 3 The tenant shall furnish and Install a make control system within the F,i%�t premises as noted on TTE and /or TIN drawings. K O ry� APR 1 6 T00 All el lca l 4 telephone equl pment shell be located on 1-3/4' plywood r,.11 i.. NTFR panel rah lch shall be mounted to n masonry wa ll using ml ni mum 1 -5/13' un lstrut eca Unl strut I_ not necessary for mount lag plywood to stud 'rat Is. 7. All recessed lighting Fixtures shall be Installed with earthquake clips. SOUTHCENTER 17,25 B✓c#2 =E DBA SQ REVISED 5 UNIT NUMBER REVISED ali SCNTTE2 eMMil. YAT1u. •4Mwr9R ELECTRICAL DESIGN CRITERIA, DETAILS AND SPECIFICATIONS Sheet 2 of 2 THIS SHEET AT TTG -01'. MUST BE INCLUDED AS PART Of TENANTS SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS The Richard E. Jacobs Group TTE -2' 1-500 ]/13/96 1 /ID/9e 6/13/95` H,V,A,C, CALCULATI❑N,'E❑RM BUILDING 'G2' SUMMER SPACE 76 °F R 50% R.H. OUTSIDE 84 °F bib/ 66 wb HEATING SPACE 72 ° F OUTSIDE 2I ° F ROOF U" = 0.09 CLTD = 68 HEAT LOSS SENSIBLE LATENT HEAT GAIN HEAT GAIN IT QUANTITY FACTOR BTuH FACTOR BTUH FACTOR BTUH 1. ROOF AREA GL.A. SOFT. 4.59 / 5.33 2. CORRIDOR WALL SOFT. 7.65 0.75 3. OUTSIDE WALL SD T. 17.39. iK - 4, LIGHTING )Kilt CONNECTION K.V. 3413 5. PEOPLE GLA: 100 PEOPLE 315 250 6. APPLIANCES SEE APPLIANCE CALL FOR SEE APPLIANCE CALL FORM 7. OUTSIDE AIR GLA x .2 CFM /SO.F T.= ,CFM 55.08 8.64 8.64 8. FAN MOTORS H.P. 0. FAN MOTORS TOTALS 2545 TOTALS BTUH = CFM AT TOTAL = (SENSIBLE • LATENT)= BTUH COOLING WA LIGHTING KW ENTRY SHALL MATCH FROM THE ELECTRIC LOAD SUMMARY ON 'ELECTRICAL DATA FORMS' iK iK LIGHTING KW ENTRY SHALL MATCH FROM THE ELECTRIC LOAD SUMMARY ON 'ELECTRICAL DATA FORMS' ,T(WALL FACTOR OUTSIDE WALLS NORTH= 4.08 EAST = 8.84 SOUTH= 6.46 WEST = 6.46 REMARKS' Ill V.T,• WJ.LJN FORM PHASE I SUMMER SPA76 F 84 F db/ 68 F wb HEATING SPACE 72 F OUTSIDE 21 F ROOF ]� CLTD 68 HEAT LOSS SENSIBLE LATENT HEAT GAIN HEAT GAIN G ITEM QUANTITY FACTOR BTUH FACTOR BTUH FACTOR BTUH 1. ROOF AREA G.L.A. SOFT. 4.28 5.71 2. CORRIDOR WALL SOFT. 4.76 252 3. OUTSIDE WALL SOFT. 17.34 iK - 4. LIGHTING TIE AE CONNECTION K.W. 3413 5. PEOPLE GLA 4100 = PEOPLE 250 200 6. APPLIANCES SEE APPLIANCE CALL FORM 7. OUTSIDE AIR GLA u .2 CFM/S01 T.= CFM 55.(8 8.64 6.80 0. FAN MOTORS TOTALS H.P. 2545 CFM: SENSIBLE 1.08x20' BTUH = CFM AT TOTAL = (SENSIBLE • LATENT)= BIEN COOLING WA LIGHTING KW ENTRY SHALL MATCH FROM THE ELECTRIC LOAD SUMMARY ON 'ELECTRICAL DATA FORMS' *WALL FACTOR OUTSIDE WALLS NORTH = 340 EAST =10.98 SOUTH= 5.44 WEST = 3.74 REMARKS' H,V,A,C, SCHEDULES SPLIT SYSTEM SPECIFICATIONS MANUFACTURER SATURATED SUCTION TEMP F REFRIGERANT_ E.E.R. RATING SATURATED COND. TEMP F AIR ENTERING CONDENSER Fdb CONDENSING UNIT AIR HANDLING UNIT EVAPORATOR COIL MODEL NO. MODEL N0. MODEL N0. WEIGHT WEIGHT AIR ENT. COIL_Fob Fwb VOLTS /PHASE /HZ VOLTS /PHASE /HZ AIR LVG. COIL Fdb Fwb COMP PWR INPUT KW CFM ROWS CIRC _FINS/" TOTAL COOLING, BTUH TOTAL S.P.WC TOTAL COOLING BTUH FAN RPM HP BHP SENSIBLE COOLING BTUH ACCESSORIES: PRESSURE DROP WC LOW LEAKAGE SEALS ON O.A. DAMPERS��.� COIL FACE AREA SQ.FT. LOW VELOCITY FILTERS FACE VELOCITY FPM REMARKS: 9 ®` =r S S A y - t,: 'I DUCT HEATER SPECIFICATION MANUFACTURE " STEPS VOLTS /PHASE /HZ MODEL NO. ACCESSORIES FUSED DISCONNECT SWITCH SLIP -IN MACNEDO CONTACTORS OTHERS 24V TRANSFORMER ZERO CLEARANCE THERMOSTAT TOILET EXHAUST FAN SPECIFICATION MANUFACTURER CFM WATTS /HP V /PH /HZ MODEL STATIC PRESS. "WC RPM HANGER ASSTMeIr ii ucN M ,VI[ F QX TnE Nn D E nUT' Tn�icx waSH[R LTm7 IMIN.7 L0CATE E auw U MF� Ar1AC� o cu:r5 ,asT. MA... KEY PLAN NO SCALE L TO ANGLCS IT ME HOD N1 U BETWEEx ANGLES �DRUIxc E BartOU DnaRp. MICA, TERMINAL Box. wnEn' w.x q00 PqW BEYOND � Sf utKf 1H,w METHOD U2 NOILS ec�oRC P c EElEc RUS APPROVED LxwTION OF N.VAC. EQUIPMENT WRS LANDLORD'S REPRESENTATTVT 2. Z DPAWNCS FOR HVwc EQUIPMENT AND REINFORCED JO. LOCATIONS FOR FOUIPMENT 2 E'L71.',`,, ALCTPe wPoRE0UIg0 PROPER siRCUCNR`AL Ni�1E 47° m' iENWi a. 00 NOT DRILL NOLES EN EXISTING STRUCTURAL MEMBERS UP P UNLESS APPROVED 9Y LWD R Lo D IN WRITING. 5 DIGTED OTHERw6E DN siE1CTURAL ORAw1NGS: 90 ills. rO sH.LL eE sUPPoRTEO Ox A uwwuu OF rxo (:) ,Olsrs. G MIN uUU OF TFI (])'.105(5. Fcc 1nAN 2800 IBS. tOiA1 WEIGH SHALL BE SUPPORTED u�xluUU TOTAL WEIGHT OF ONE UNIT M 2800 LBS. EQUIPMENT SUPPORT DETAIL 3- PHASE I 2. SOUTHCENTER MALL PHASE I SYSTEM DESCRIPTIONS A HVAC TENANT TO FURNIS.Y AND INSTALL SPUi SYSTEM H AND AIR CONDITIONING . HEATING ), SIZE) PER SE LECTRIC FOR CALCULATION GA FORM. HEATING SHALL 9E ELECTRIC FOR PHASE TENANTS. GAS IS NOT AVAILABLE. TENANT SHALL CONNECT TO LANDLORD PROVIDED OUTSIDE NR DUCT WHERE PROVIDED FOR MINIMUM FRESH AIR RROOF. INSULATE OR INSTALL AN OUTDOOR AIR INTAKE THROUGH ROOF. INSUTA7E DUCTWORK PER r UIREMNTS. WHENYB ELETRIC HEA - ING REQUIRE T EXCEEDS 6 KW RE TENA A HEAT PUM NEEDED AS PER WASHINGTON STATE 1994 ENERGY CODE. 2. TENANTS SHALL INSTALL TOILET RO liL , E B PND EXHAUST DUCT UP TO ROOF EXHOM AUSTERINC EXHAUST FAN B. PLUMBING TENANT SHALL FURNISH AND INSTALL A COMPLETE TOILET ROOM WITHIN THE LEASED PREMISES. LANDLORD HAS PROVIDED NIRY AND EIC WATER CONNS FOR TO U TENANTS DOM S RUN A 4' VEM T ECTION HRU ROOF TNANTS TOILET ROOMS SHALL NORM WITH THE P.EGUIREMENiS CO OF F THE LANDLOADA REQUIREMENTS AND RD. 2 WATER METER IS REQUIRED BY ALL TENANTS TENANT TO PURCHAE WATER METER OM OCAL UTILITY ANO INSTALL REA DY COMPANY REQUIREM L PROVIDE METER WITH REMO TE READOUT AS REQUIRED. ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. SPRINKLER 1. TENAN SHALL FURNISH AND INSTALL A SPRINKLE SYSTE WITHIN THE LEASED PREMISES FROM M LANDLRD'S CONNECTION PAINT. SPRINKLER MOT ED ABOVE CEILING AT ALL ELECTRIC MOTORS rWD iN AHU MI %LNG 80 %. ALL DESIGN SHALL BE APPROD BY AMNORI11E5 HAVING JURISDIC THE ALL LANDLORD AND FACTORY MUTUAL. THE LANDLORD'S UNDERWRITER IS: FACTORY MUTUAL DISTRICT OFFICE 10900 NE 4th ST. SUITE 700 P.O. BOX 96077 BELLEVUE, WA. (206)- 454 -3931 98009 -9677 SMOKE DETECTION SYSTEMS • TENANL SHALL IN STALL A SMOKE DETECTOR IN THE SUPPLY AIR S OF THE AlR HrWDUNG L'NR(5). . UPON DETECTION OF TENANT SMOKE THE SMOKE DETECTOR SHALL SHUT DAWN THE HVAC SYSTE AND REPORT TO AN UNDERWRITER'S UBORATORIES LISTED CENTRAL STADON MONITOR. PROVIDE REMOTE TEST - -RESET SWITCH /LIGHTS IN REAR DOOR FOR SMOKE DETECTOR .R LED. IN SALES AREA IS A NOTIFY M.G.R. WHEN SMOKE DETECTOR R IS CTIV NATED. KEY PLAN NO SCALE A. HVAC 2. BUILDING 'G2' B. PLUMBING 2. ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALT. BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. SOUTHCENTER MALL BUILDING 'G2' SYSTEM DESCRIPTIONS C. SPRINKLER TENAM SHALL FURNISH AND INSTALL A SPRINKLER SYSTEM WITHIN THE LEASED PREMSES FROM THE LANDLORD'S'CONNECBON POINT. TENANT TO FURNISH AND INSTALL ROOF TOP UGH(S) SIZED PER SENSIB OR BUILDING ITION FORM. HEATING MAY BE CAS OR EL FOR BUILDING G -2 TENANTS. GAS IS AL ON ROOF. TENANT SHALL OBTAIN GAS METER FROM LOCAL UTILITY AND INSTALL PER UTILITY COMPANY REQUIREMENTS. SEE LANDLORD'S DRAWINGS FOR GAS METER LOCATION. COOLING SHALL DE ELECTRIC. LOW AMBIENT OR AN ECONOMIZER CYCLE IS REQUIRED ON ALL RTU'S. TENANT SHALL FURNISH AND INSTALL A SMOKE RELIEF. FANS SHALL :ALL AS INDICTED ON CIT FORM. AS SMOKE TENANTS WITH ECONOMIZER MAY UDL12E H.VhC RELIEF RELIEF. LANDLORD HAS PROVi SANITARY. GAS AND OOMESTIU WATER S SERVICES FOR TENANTS TO UicUZE. SEE IANpLORO'S DRAWING FO COCOON OF SERVICES WAT ER METER 5 REQUIRED BY AL TE TENAM TO PURCHASE WATER METER FROM LO DT ILITY ANp INSTALL READ UTILITY COMPANY REQUIREMENTS. PROVIDE METER WITH REMOTE PER READOUT AS REQUIRED. H,V,A,C, SCHEDULES MANUFACTURER MODEL VOLTS/PHASE /HERTZ EER RATING ROOFTOP UNIT (RTU) SPECIFICATIONS COOLING CAPACITY CAT AR. CONDITIONS) A ENTERING CONDENSER 95 F AIR db AIR ENTERING EVAPORATOR F.)/ Fwb TOTAL COOLING CAPACITY BTUH IDEAL WT. CBS. SENSIBLE COOLING CAPACITY BTUH EVAPORATOR FAN PERFORMANCE COMPRESSOR INPUT KW CFM EXTERNAL SP 'WC MOTOR H.P. HP OUTSIDE AIR (MIN, CFM ACCESSORIES ECONOMIZER (YES) (NO) OR LOW AMBIENT CONTROL TO 0 F (YES) <NED HVAC RELIEF (GRAVITY) (PWR) HP DOWNTURN PLENUM ANTI -SHORT CYCLE TIMER AUTO- CHANGEOVER T'STAT WITH FULL PERIMETER CURB CRANKCASE HEATER HEAT -COOL- AUTO -OFF AND THROWAWAY FILTERS 5 -YR. COMP. WARRANTY FAN - AUTO -ON- SWITCHES IN SUB -BASE HEATING CAPACITY GAS (YES) (NO) INPUT OUTPUT SEPARATE POWERED HVAC /SMOKE RELIEF FAN SPECIFICATION MANUFACTURER GFM V /PH /HZ HP MODEL STATIC PRESSURE 'WC DRIVE (OIRECT)OR(BELT) RPM MINIMUM CFM CALCULATIONS LEASABLE AREA x 1.5 CFM /SO.FT. _ NOTE: MINIMUM STATIC PRESSURE SHALL BE .25' W.C. CFM SPRINKLER IS REQUIRED ABOVE CEILING AT ALL EISCTRIC MOTCRS PND IN AMU MIXING BO %. ALL DESIGN SHALL BE APPROVED BY ALL AUTHORTIIEs HANNG JUftISON;TION, THE LANDLORD ARD FACTOI�J MIRIIAL THE LANDLORD'S IINOE RIT -R I5: FACTORY MUTUAL DIS ICT OFFCE 10900 NE 4th ST. SUITE 700 P.O. BOX 96077 BELLEVUE, WA. (206) - 454 - 3931/ 98059-9577 SMOKE DETECTION SYSTEMS 1. TENANT SHALL INSTALL ,SMOKE DETECTOR IN THE SUPPLY AIR SECTION OF THE RODyTOP UNIT(S). UPCN DETECTN ' 1080 1NT SMOKE THE SMOKE D1BAAI S:IALL SHUT GOWN T HVAC SYSTEM(S), SOUND AN M!OIO,NISLIPL ALARM HORN LOGTED A THE FROM OF THE STORE AND REPORT TO AA! moNOOR RITER'S tAB ONATORIES U81E0 CENTRAL STATION MONITOR. • 3. PROVIDE REMOTE. TEST -ALARA RESET SWITCH /LIGHTS 98 REAR DOOR FOR SMOKE OEEECTIOK SYSTEM. G1 TAWIU MAs 7 .60 py M pILO ' B,7ILOING 0�810N APR 1 6 2001 UNIT NUMBER (vi' DBA THIS SHEET B TTG•61 MUST BE INCLUDED OF TENAC17T•S SUBMITTAL TO. THE LANDLORD, BIDDING CONTRANTORS AND FOR BUILDING PERMITS IM MEI The Richard E. Jacobs Group © RMSED Lt, REVISm s /3 FDA= OW GATE TILL NAIL SCNTTMI IwAWN¢ Iaa12E2c TTM -1 SOUTHCENTER SEAT., WASHINGTON MECHANICAL DETAILS AND SPECIFICATIONS Shoot I of 6 / H,V A,C, SCHEDULES ROOFTOP UNIT (BTU) SPECIFICATIONS MANUFACT RE R COOLING CAPACITY (AT AR. CONDITIONS) MODEL AIR ENTERING CONDENSER 95 Fdb VOLT PHASE /HERTZ AIR ENTERING EVAPORATOR_Fdb/ Fwb EER ATMG TOTAL COOLING CAPACITY_ BTUH TOTAL WT. LBS SENSIBLE COOLING CAPACITY BTUH APORATOR FAN PERFORMANCE COMPRESSOR INPUT KW FM HEATING CAPACITY EXTERNAL SP 'WC GAS (YES) (NO) MOTOR HP HP INPUT OUTSIDE AIR (MIN.) CFM ACCESSORIES OUTPUT ECONOMIZER (YES) CND OR LOW AMBIENT CONTROL TO 0 F (YES) (NO) HVAC RELIEF (GRAVITY) (PWR) HP DOWNTURN PLENUM ANTI -SHORT CYCLE TIMER AUTO- CHANGEOVER T'S TAT WITH FULL PERIMETER CURB CRANKCASE HEATER HEAT -COOL- AUTO -OFF AND THROWAWAY FILTERS 5 -YR. COMP. WARRANTY FAN - AUTO -ON- SWITCHES IN SUB -BASE KITCHEN EXHAUST FAN MANUFACTURER MOTOR H.P. CFM POWER V/ HZ PH MODEL FAN R.P.M. E.S.P. DRIVE $E. T MOUNTING (CURB) SEPARATE POWERED HVAC /SMOKE RELIEF FAN SPECIFICATION MANUFACTURER CFM V /PH /HZ HP MODEL STATIC PRESSURE 'WC DRIVE (DIRECT)DR(BELT) RPM MINIMUM CFM CALCULATIONS LEASABLE AREA x 1.5 OEM/SOFT. = CFM NOTE: MINIMUM STATIC PRESSURE SHALL BE .25' W.C. H.V A.C, SCHEDULES SUMMER SPACE 76 ° F @ 50X R.H. OUTSIDE 84 ° F db/ 6E, wb HEATING SPACE 72 ° F OUTSIDE 21 ° F ROOFTOP UNIT (BTU) SPECIFICATIONS Fwb BTUH / i� MANUFACTURER' COUI INC CAPACITY MODEL ! AIR ENTERING CONDENSER Fdb VOLTS /PHASE /HERTZ AIR ENTERING EVAPORATOR Fdb/ EER RATING TOTAL COOLING CAPACITY TOTAL WT. LDS. SENSIBLE COOLING CAPACITY EVAPORATOR FAN PERFORMANCE COMPRESSOR INPUT BTUH KW CFM HEATING CAPACITY EXTERNAL S.P. 'WC ELECTRIC (YES) (NO) GAS (YES) (ND) INPUT OUTPUT MOTOR H.P HP KW OUTSIDE AIR OCR.) FEN STEPS ACCESSORIES ECONOMIZER (YES) (NM OR LOW AMBIENT CONTROL TO 0 F (YES) (NO) HVAC RELIEF (GRAVITY) (PWR) HP FULL U TURN PLENUM ANTI -SHORT CYCLE TIMER AUTO - CHANGEOVER T'S TAT WITH PERIMETER CURB CRANKCASE HEATER HEAT -CO-OFF AND THROWAWAY FILTERS 5 -YR. COMP. WARRANTY FAN-AUTO-ON-SWITCHES IN SUB -BASE TOILET EXHAUST FAN SPECIFICATION 4.76 252 MANUFACTURER CFM WATTS /HP V /PH /HZ MODEL STATIC PRESS. "WC RPM SO s'T, 2.30 XE SEPARATE POWERED HVAC /SMOKE RELIEF FAN SPECIFICATION RPM MANUFACTURER CFM V /PH /HZ HP MODEL STATIC PRESSURE 'WC DRIVE (DIRECT)OR(BELT) MINIMUM CFM CALCULATIONS LEASABLE AREA x 1.5 CFM /SO.F T. = CFM NOTE' MINIMUM STATIC PRESSURE SHALL BE .25' W.C. H,V A,C CALCULATI ❑N ,FORM PHASE II SUMMER SPACE 76 ° F @ 50X R.H. OUTSIDE 84 ° F db/ 6E, wb HEATING SPACE 72 ° F OUTSIDE 21 ° F ROOF 'U" = 0.05 CLTD = 66 HEAT LOSS SENSIBLE LATENT HEAT GAIN HEAT GAIN ITEM QUA TTTY FACTOR BTUH / FACTOR 2 FACTOR BTUH BTUH FACTOR BTUH 1. ROOF AREA G.L.A. SOFT. 3A 4.59 CORRIDOR VALL SOFT. 4.76 252 7.65 OUTSIDE WALL SO s'T, 2.30 XE SOFT. LIGHTING , , CONNECTION K.W. 3413 4. LIGHTING A 31E 5. PEOPLE GLA /L00 = PEOPLE 315 6. APPLIANCES SEE APPLIANCE LAIC FOR OUTSIDE AIR GLA x .2 Ci'M /SOFT.= CFN 5308 0.64 SEE APPLIANCE CALL FORM 8. FAN MOTORS H.P. 2545 OUTSIDE AIR TOTALS 55.08 8.64 B. FAN MOTORS TOTALS TOL ING + = (SENSIBLE LATENT T STL!H COOL 2545 ,31E 3R LIGHTING KW ENTRY SHALL MATCH FROM THE ELECTRIC LOAD SUMMARY ON 'ELECTRICAL DATA EGRMS' 3R WALL FACTOR OUTSIDE WALLS NORTH= 0.50 EAST = 1.00 SOUTH= 0.75 WEST = 1.00 REMARKS H,V,A.C, CALCULATI ❑N F❑RI' FOOD COURT SUMMER SPACE 76 °F @ 50% R.H. OUTSIDE 84 ° F db/ 68 wb HEATING SPARt 72 ° F OUTSIDE 21 F ROOF "U" = 0.09 CLTD = 68 HEAT LOSS SENS[['ALE LATENT HEAT HEAT GAIN ITEM QUANTITY FACTOR BTUH , FACTOR' BTUH BTUH 1. ROOF AREA G.L.A. SOFT. 4.59 5 2. CORRIDOR WALL SOFT 7.65 10.75 3. OUTSIDE WALL SOFT. 17.34 / 31E 4. LIGHTING A 31E CONNECTION K.V. - - -- 3413 5. PEOPLE GLA /100 = PEOPLE 315 6. APPLIANCES SEE APPLIANCE CALL FORM 6.80 OUTSIDE AIR GL A x .2 CFM /SO.FT.= CEM 55.08 8.64 B. FAN MOTORS TOTALS H.P. 2545 TOTAL = (SENSIBLE + LATENT )= BTUH COOLING 3K 3IE L SU IG MMAR HTIN Y ON 'EG KW EN LECT TRY R SHICAALL L OA MATCH TA F ELECTRIC LOAD FORM BAWALL FACTOR OUTSIDE WALLS NORTH. 4.08 EAST = 8.84 SOUTH= 6.46 WEST = 6.46 REMARKS / L / KEY PLAN NO SCALE eft PHASE II MERVYN'S 2 . HVAC SOUTHCENTER MALL PHASE II SYSTEM DESCRIPTIONS TENANT TO FURNISH AND INSTALL ROOF TOP UNIT(S) SIZED PER S ENSIBL E /TOTAL CALCULATION F)RM. HEATING MAY RE GAS OR E LECTRI C FOR OBTAIN 11 TENANTS. GAS IS AVAILABLE TY RO OF. TENANT S HALL 08TA!h' CAS METER FROM LOCAL UTILITY AND INSTALL PER UTILItt COMPANY REQUIREMENTS. TENANT SHALL ROUTE GAS SERVICE THEIR SPACE AND EQUIPMENT THEIR SPACE. SEE LANDLORD'S DRAWINGS FOR CAS SERVICE LOCATION. COOLING SHALL BE ELRIC. W MBIENT CONTROL OR PN ECONOMIZER CYCLE IS REQU O ALL A BTU'S TENANTS SHAL INSTALL TOILET ROOM INCLUDING EXHq IT TAN WITH EXHAUST DUCT TO IANOLORO PROVIDED CENTRAL TOILET EXHAUST SYSTEM. B. PLUMBING N /Ft C. . TENANT SHALL FURNISH ANU INSTALL A COMPLETE TOILET ROOM WITHIN THE LEASED PREMISES. LANDLORD HAS PROVIDED SANITARY AND DOMESTIC W CONNECTIONS FOR TENANTS TO UTILIZE. TENANTS SHALL RUN A VENT TO LANDLORD'S T SYSTEM. TOILET ROOMS SHALL CONFORM WITH AOA REQUIREMENTS AND THE REQUIREMENTS OF THE LANDLORD. WATER METER IS P.EOW REO BY ALL LARGE WATER T D' PURCHASE WATER METE AND INSTALL PER 2 LANDLORD'S REQUIREMENTS. 2. SING TENANTS. ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. SPRINKLER TENANT SHALL FURNISH AND INSTALL A"9PRINKLER SYSTEM WCONITHIN NECTION THE LEASEPOINT D PREMISES FROM THE LANDLORD'S AL' DESIGN SHALL BE APPRO,NED BY ALL AUTHORITIES HAVING JURISDICTION, THE LANDLORD AND FACTORY MUTUAL. THE LA I FACTORY MUTUOC DISTR R OFF S: ICE 10300 NE 4;tr 57. SUITE 700 P.O. BOX 96077 BELLEVUE, WA. (206) - 4543931 98009 -9677 FIRE DETECTION AND SMOKE CONTROL SYSTEMS (FDSCS) TENANT SHALL INSTALL A SMOKE DETECTOR IN THE SUP A IR SECTION OF THE ROOF TOP UNIR(S) AND OR S TORE F MDITIONAL SMOKE DETECTOR'S ARE R EQUIR E D E VERY 0• ' OPEN STORE FRONT . ;/ TENANTS SMALL FURNISH MO INSTALL A S OKE RFIJEF FPM- TENANTS SHALL FURNISH MO INSIPll A SF ARTE R FOR CONTROL OF THE SMOKE RELI FAN. TENANT TO FNISH AD INSTALL A HRE OETECTICN AN SMOKE COM SYSTE ALL COMPONENTS TO BE S0.N E AS T VIOR'S EXISTING. IMERfA BETWEEN L WO'r)" SYSTEM i0 S HUT DOWN TEN HVAC SY ENERGIZE TENANT'S SMOKE RELIEF FAN. SEE TIE DRAWING FOR SCHEMATIC. DC* KEY PLAN ND SCALE tat \111I FOOD COURT SOUTHCENTER MALL FOOD COURT SYSTEM DESCRIPTIONS HVAC C. 1. TENANT TO FURNISH AND INSTALL ROOF TOP UNDO) SIZED PER WOT BLE/10TAL LCUION ORM. HEATIN SHAL BE CAS F OR FOOD COURT TENAN LAT GAS IS F AVAlIABLE ON ROOF. P SHALL OBTAIN GA9 METER FROM LOILITY AND INSTALL PER UTILITY COMPANY REQUIREMENTS. SEE CAL LA ELECT DRAWINGS FOR CAS METER LOCATION. COOLING SHALL BE ELECTRIC. LOW AMBIENT CONTROL MUST BE UTILIZED. ECOMOMZER NOT PERMITTED. 2. TENANT S HALL FURNISH ' INSTALL A OKE LIEF. S41ALL BE SIZED /5 INDICATED Ot. CALCU RE FORM. FANS PLUMBING LANDLORD HAS PROVIDED RY, VE NT, M DOMESU WATER LANDLORD'S FOR FOOD SANTA COURT TENANTS GAS IA UT NZE SEE C LANDLORp DRAWINGS FOR LOCATOR OF SERVICES. 2. WATER METER IS REQUIRED BY ALL FOOD COURT TENANTS. TENANT TO PURCHASE ER MER ROM AL IUtt AND INSTALL PER UDtltt COMP ET REQUIRE LOC PROND METER WIrH REMOTE READOUT AS REQUIRED. ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER LODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. N /14- 6 552 UNIT - NUMBER DBA THIS SHEET & TTO•OI MUST BE INCLUDED. AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CON7RACTORS AND FOR BUILDING PERMITS The Richard E. Jacobs Group © REVISED vross REUSED 1 /23 /SM - 1O REVISED E /13)93 SCALE. JIB MA9IL AEMSEO DATE SCNFTM2 DIUMG WM. TTM SPRINKLER F I 1. EW1 SHAL NRNISH MO INSTALL A SPRINKLER WITHIN THE LEPSEO PREMISES FROM THE IANOLO GONNCCTION POIN 2 . AIL DESIGN SHALL BE APPROVED BI ALL y ui t ES FLAYING JURISDICTION, THE UWDLORD MO FACTORY M L /TUAL. THE LANDLORD'S UNDERWRITER IS: FACTORY MUTUAL DISTRICT OFFICE 10900 NE 4th ST. SUI 700/ P.O. BOX 96077 BELLEVUE, }VA (ZO6)- 454 -3931 9 09 -9677 SMOKE DETECTION SYSTEMS / / 1• T SHALL INSTALL A SMOKE /DETECTOR IN THE SUPPLY AIR S ECTION OF THE ROOF TOP UMB(5). 3 UPON DETECTION OF TENANT NIKE THE SMOKE DETECTOR SHALL H DOWN THE HVAC (S), SOUND FN AUDIOVISUAL DARN HORN LC.^_',`ED - THE F NT OF THE STORE AND REPORT TO AN MONITO R. RNRER'S LNORAT / TES LASTED CENTRAL STATION • MO TO PROVOC REMOTE TESE/AIARM -RESET SWRCH /LIGHTS AT REM DOOR FOR SMOKE�iECDON M - i lM r Cl n OVC VIER MiAI - 9 2001 AS NOIkT DN G onnslo 31jN b APR 0 G 2001 SOUTHCENTER MECHANICAL DETAILS AND SPECIFICATIONS Shoot 2 of 6 LOCRI1016 GENERAL l THE . CSVIto ■0°I C. G:R22; "E YEAR A"" A"EAWINCE " WORK D. liF LA0 i■ L T?Ik:i ° _FOi r l ' g 'l i ' 11 2" F ' iikr :' 4i 'E OF ' T. 'L' ElO ' F 'Y''''''IA''''°'2.°A P ROOF SHALL BE INSTALLED AND SUPPORTED d OR UNIONS INSTALLED IN 3 BURIED UNDERGROUND AND BELOW FLOOR SEVER AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON PIPE WITH APPROVER COMPRESS. JOINTS. UNDERGROUND SEVER PIPING SHALL BE A 2 1/8' PER FOOT ay SLOPE. NA- ' 22°T2H1 A ,i ■O g 10 , 41P , I , ND , n12f , 1" !URI M OF 2 MINIMUM OF 1/EK 4. FiLnF 7"■72. FT AInG,NALL :Ei .A;TA t_mvsl MATERIALS NO PIPING SHALL BE INSTALLED IN DEMISING KALL. 1. 2I SHALL BE NEW. USED MATERIAL SHALL NOT BE GAS PIPING =I 124.ns'aMo%!.AMM'IKA AuTHINNTIES', AND THE UTILITY COMPANY REQUIREMENTS. ■A A DDe5Ot s , P '"" PA" FLANGED, PLUG VALVE, 200 PSI. = ZirIZ MK PAINT. PIPE SHALL BE INSULATE EIR BELOW vTaav, HOT AND 5 8LENI LINE T SPACE LLIT4I f4ADIER LltitE ■: rE.,,E1 LATE ALL S SEALE1 WITH VAP BARRIERS, PRE-MOLDE s. R. ra17415=4 XMWMPEEElvt SUPPORTING DEVICES HOT PROTECTED WITH A "GP Pt. T MG, ISH RE. L .R BE R pATED SIN A RUST INHIBITING PRIMER. A BI.PPITIRT " PER C QUIRENENTS FOR MINE 3. 10 10 GAS IfTER ZVEM iR,rosiRrs'A5 4R;Rc9FRPZE0 2,1T W2s4a.VRIii" TATNPU iPTUAT3A 7tRZTZTATIZinACOS: ALL OnvIV TIcg,■gm■ AND RORK PER THE LABICLORT rEeTE "AN FOR LOCATION. VeR0174;INAAMP, ANZA ,iPtI, TE"A"'' MOM H. 12 NI FIE, SUPPRESSION SISTEAS 6 GAS METER - PHASE I - NOT APPLICABLE I 1. TRAP SEAL PR IHER VALVE - J, k. Ski . F IGURE 2699. 12. WATER METER I. INTERCEPTORS ° LIT,E,TPZEgr. glk gs'ItUvr"172uX O2RnEIRZEA5;025 G. P.M. AND POUNDS OF GREASE STORAGE. FLOW CAPACITY 24M KAMZEIM15415iDE4t5W "R RIV DRAINING TO "EASE W2 IN 8KADT " WORK SINKS FOR HAIR SALONS, PET SHOPS, AND 1,2 SHALL BE EQUAL feiTilnE!°:17ETSTi° 3. COVER. SET AT ADA HE ra',12v=XTR,,AXV7i0 M" R. OITY VAMr,NtZg7R7vgiTRrn ="T.TrcTLZ,n,ffINisOlg" =TA7RIT;Ra I4 CHROME PLATED WITH 7723.018 GRID DRAIN/OFFSET TAIL A ltD!AliTTRW= P CIUDEA . Z8ZL 8`84=A PA" 6 ‘ HA T ZP=Z RA A murc,9= R2TO2rT,ViPPZUAt';,, IR4g"T DRAIN ■,!■RrI2R72=-IR'7,YMP02tVI;;I `TIVIL vaR AgPrI2EITITa 74'42rs's=EP.II°7-Fag . A 7,EF ,ZAI!',.'n A" 9. 11:11AINZERAII121%°2°42'7APPINGHWATEnaIVIE F DISPENSER VASTE LINES SHALL BE EF'lLa+Earlr,'TTIAVs°, fgas,a;LasNaTiEMEsr R.. ALL CLEANOUTS SHALL BE INSTALLED Pt FINISHED FLOOR OR ABOVE. CLEANOUTS UNDER SLAB ARE NOi ACCEPTABLE. a. PHASE I, 42 AND FOOD COURT A INSTALL E4122 TO LANDLORD, A WATER METER I AN 27: !ACM ZLZ:Z %101721VIZIAY ALE ' F ' En ' Z 's 1 ASSOCIATED VITA METER AND METER PHASE H - WATER SUB-METER IS REQUIRED ONLY BY LAR" T2LL TEN 11 SERVICE VALVES. T TO PURCHASE AND INSTALL BAMER_MODEL NCOME .P g'TP L IN ° 51 T AMTCNBIL ' L ' E " `A- LOE". A. TENANT'S SPRINKLER SYSTEM SHALL BE % SPRINKLER BULK l ' TOL EVENT TEN ARGTRIM08 AZ8ZIPMNRS R TO INSTALL THERE SHALL BE ONLY ONE CONNECTION T. THERE SHALL BE NO CROSS FEEDS TO OTHER TENANTS OR MALL SYSTEIM 'irr:F.RARns2gM,A,,,TTZ gdiF,T ,,,,, 2„ , T , A=' ,E 2UTUAL. NEPA-13, LANDL ■ 'R7,1 "1r I I" CRITERIA FOR SYSTEM DESIGN SHALL BE, DENSITY - O. 18 GPM PER SO. FT. - FIRE AREA - MOST REMOTE 25000 SO. FT. WITH A 500 ALLOWANCE. OBTAIN FLOW AND PRESSURE FRDIN LO"L AVTIMILI 2/42LORRY PIPI" SHALL B "%THOM SPACING OF SPRINKLER HEADS SHALL BE 13D SO PEILIM 22,W AREA AND SOFT PER HEAD IN STORAGE AREA OR HI r4gL741. % vRG,,,,'1 "R' IOUS ATCH COLOR. TEMPE RL AH,,666 P 4 Pr 6,6 BY LANDLORD'S FIRE AND CAS ANDCOR A ZT UALAPPR 'R "" " MR' s'A" IttngssVgr., DESIGN TO °_,4„TEQ l FOR APPRO,I grAr Rov, AND PRIOR TO INSTALLATIX, ,,, „AR ' A P IVT ' s '` Ti.H ° VIALTiAVE THE LANDLORD'S INSURER'S APPROV_AL_STAMR,__ TO THE FOR LANDLORD'S APPROVAL AND RECORN. l ATHIgEnTRUA R TO P , P IS P IAND P 3 =1.23% V"clOs. A"" 0 IV. HVAC a EFF VEENTLTLT TITIA42YLMFMTIMfnegtIPRO: arCRJR-TANrAWAAvA=T-aVtiZolAY:4T ''TR" OTIshfnOprarIs%.,Tff TRZAIMe'Zis_ 21 SUPPERTS SHALL BE INSTALLED VITHIN 6 OF A JOIST PANEL g.smg."%rac_nrcrazTEffwg,7z-4,...,,,„ BUTAMAIN IS SHUT-DOW FOR ANY GIVEN TIME SPRINKLER MT", Hi SERT nugu ifI AT THE END OF EACH Z 'OAS AND ALL NOTICEABLE LEAKS TO BE IMPAIRED "TIE T.T. TEST SHALL BE VITNESSED BY THE ONNERs S REPRESENTATIVE AND WRITTEN CERTIFICATION OF SuCCESSFLL TESTING SHALL BE SUBMITTED TO THE raTZN ff■vItaTs .1gLUS7 SPECIFIED AGENCY HAVING pllTHORTTY. EXHAUST HOODS ItIERE REQUIRED BY CODES AND/OR LANDLORD' S PROPERTY ME=Ili R„„ , " At A JCITC GAS APPLIANCE SkUT-OFF WffJABID VALVEATECTRTCAL INTE44wKACSICUNT glalans12-TVA:EMIT=INgA;14Z fLkarT1 ';IT9EF-79 TENANT HVAC SYST" [RISER" SHALL DESTELIT.Arr,1741%,,TN'PEr.TVIITICligt, MI 2'21 1gN SOCIETY OF NEU., R. A. E. E°A- WAT 'A'A 'AWW`ATJA''IS "" IS1 8IR QUANTITIE DESIGN . 1R;CLRED MINIUM OU ROOF. OsatTENtE =t■v■TsPAlu:TZ ZsArt.',MTA, E rv 5 .. A m■us...o, SHALL NOT BE TAKEN FOR INTERNAL 'ACCUiVini TILI,V=raIR NagaNTR,A=n0 "I'm"'"`" 6 CODE REQUIRED OCCUPANCY LEVEL h. CODE REQUIRED OUT". AIR QUANTITIES nHIZ TIVaTT L°AA° 1 REQUIREMENTS. ALL MAKEUP AIN t PREMI72 27,1p "CLOSED MALL AND OTHER CORKIN AREAS OF THE ZPIallsOgTMEMVOlaNMIncf= 7■TZ,14Es AND THE ENCLOSED MALL AND OTHER ARfAS OF THE SHIPPI" ';70v=7"It gA';LVVRN 4APTIrAEP.rg4IRT ',T,Av'icravilarLZAo4"j7a7snZAT72,AgglIrLR EXTERIOR WALL OFTHE SHOPPING CENTER. DT 'TENANT HVAC SYSTEM crt B8 2144ff 221:20 AA SHALL BE EQUAL NE WEFT" UNIRSI 70 TO CARRIER. TRANE, OR YORK PHASE II TENANTS SHALL it aR.ER, TO LA,VDLORTY S TOILET EXHAUST nRcv. Elraztr;-,g L:Lev1,1) DUCT WHERE PRO.ILI. HANDLING U A FTgnkUt8P R ONA_Y ,n4P LAND mar =dr„gmb„TA w.nr:TTLDLGAI-s DESIGNATED LOCATION. REFRIGERANT PIPING SHALL BE ROUTED THROUGH LANDLORD DESIGNATED CHASES AND DOCUMENTED IN DESIGN DRAVINGS. CONDENSATE SHALL BE RUN TO L, L. PROVIDE CONDENSATE DRAIN IN CORRIDOR, WHEN PROVIDED. OR TO TENANTS SANITARY PAM2g0A. rr! "" ""R T"AN =sWIENET'IRWro; 22=1,112 - AILTIRMITIOdUNXIvra'42ILL'.2aPnvE7T"" POVERED EXHAUST IS REQUIRED FOR FOOD AND ODOR PRODUCING 11 REOTZITAAgR;RLY1 ,A,WEIRT2ag TZ7nv V2=1To.VT&Inc 4T4L,F41,11,Ann:LTRRTZAORN'!R°L'atR7WWL;,u:g0 NLZZAITrrAg=rrR"Igring",vsjo.M 'LINO VYWAs. M,T=TrZFLTIZEAUMO 'ZAAORA14 OWMPL'i4T4SO, MTnT'vtENTOR=irvM147TRL'AZIVSZ con" , ZAI■A4T4 goPENCITMIRMR■sOVIL'r "AA'"G AA'A &MN T7MnIiMiLnCINIT S"'- to AtitTgA ROOF , C , 14131 , 2&= , 074272 G LTIP S TYPICAL TENANT' S MEOIANICAL DETAILS F i , EF E I R WX R D1 ri■Tr WALL DO NEITITLEWN ' INS:DM:BM aR ga SECTION FLOOR. :,14InncxfonE.tEETIFBJ7igIFEF6'.. • ariFIC7t O 21rT `fv2"arls%N. "'A "°R"`' • 'R‘ OliOnlir E i1FIXE l iF E DRHIFFOFFE I LIEF • Eni EFE7ai7EIME =MTICn2=102WAIR 2v1,P,En.Arrrux,r.cizzxg,°Tx nr9-"v.%:474,— =11 Trf NIL%rl,raTIT4ATTM4, aFvEFFs ,Tvavavta 1441_ gLaTi Zrar4Mbon= rEA■sr,AgrlagRAlvg7t12AsTR2L'IRIMMEsnlvrReEs" VIMIUT.TOORXTANYZ, MNII TABLE. ALL "MORK SHALL DE INSTALLED AS HI" AS T'RE g 11 AND AIR DUCIWORK BARRIER PER MANUFACTURE8S REQUIREMENTS MIA482TION ut SURFACE, INSULATE AS mvuyar=vmeg Inny"4 F aggiiair r faliffar r ",;?ZZI'LT'A'LkT=Tp R 47, 4 , 2,:gol Z121g LESS THAN 50. SECuAE =814T 4ET;T:TFnvnt: Tgr4 lOR PERMITTED, BY LANDLORD, FURNISH AND ,NSTALL RELIEF GRIbbc6 ,TRAMEn.'rMIROZ;n0.114 MvAT 4 GRILLES SHALL BE SIZED A MAXIMUM OF 500 F. P. A VTLOC/TY. sr° 2p1 WALLS WITH MATERIAL APPROVED BY EXHAUST FANS HOODED EXHAUST SYSTEMS .R EFELTraE !E,VAVULT.PEET4nr's F G :t "E n A l aa"EaM'C ' :S:SO roiiVEN E G: TIR%U.2r0°Tr EACH TOILET ROOM SHALL HAVE A TOILET CONTROLLED BY ALIGHT SWITCH, SIZED PER ROZ ,: . "'EXTERNAL STATIC PRE SURE. a 0 0 LANDLORD'S EXHAUST DUCT. TOILET EXHAUST L CEILING MOUNTED VITH GT1t 1 FAN SHALL IE PE Ft GREENNEC tl g'4 TPT INTT`ct! L4T. BE SIMILARTO 'GREE22 ' oRE A TZIT I ARP ALL FANS REQUIRED FOR RELIEF% MAKE-UP AIR OR EXH (EXCEPT TOILET ROOM, SAALL BE AN UPDLT PANI144:EPaiNOP4SjIHTT LUNTErFZ AAALL A CITINTERBALANCEVACKZAFT 2 FRV7c217=r1:45WRL!" 'A' 1r= nznotvAnaRno,w,R7E,,,: EnearigETINtyrzur HOV INSULATION TIOOTEN287iILANIR M PEE EFEm =HZLIt P ELTOF T'" 9 MIMV:11:15■ZIELE"" 99 'T ""T'" ' EIE F AS COMBUSTIBLE C % IZO "'PA aPtItIl I " "°` AAISDP" AC. TEMPERATURE CONTROLS, WIRING AND MISCELLANEOUS REQUIREWNTS AD. AF . AG. Al. AJ. AB. FIFE DETECTION AND SMOKE CONTROL SYSTEM 1. RIIIH AN INTEGRATED SPOKE 2. PHASE I - 6. SMOKE DETECTOR, UPON ACT PitOiTO8TC= NSULT CITY OF TUKWILA A LIST OF U.L. LISTED APPROVED CENTRAL STA.. MONITORS. 3. PHASE II - 4. FLIOID COURT AND G2 b. AS PHASE El, ITEMS b,c kr41 AND AS PHASE I. 5. :IRTOLAIk REQUIRED TO PERMIT THE 3. FU"ISH "B INSTALL,X T iEi r IP, I N T liST11 ° 212. , E gen T ECN T WINDICATOR LIGHTS • T kto "AT F:al.T " 'ZlIVal " STALLED MINIMUM CFM CAPACITY sr RCEF2RIUNTED SMOKE RELIEF roarfaviLrIvr, ALITZ"TS.TalatT7ZIK PRESSURE PROVIDE ALL D 1113MAL CONTI., REQUIRED TO 'aFtra IlvErMaZga 9 ' 99 E' TiTcP9 • l'iFEAFIRFE'RF ELkTgrz gm: oTTa. "TaTE" Ta - ZOluv azzu FAS TOILET "HAUST F"D S"LL :12ENT, TTI5ILWIM CA"E. 6. ' t ' DI T TEII P PE A . A TE""AAA O ITION "TA` ROPER OPETI=OPVETZWIMr " PAINT ALL EXTERIOR EXPOSED METAL VITH RUST PREVENTITIVE PAINT. tiTrE :rEtU r PR° LE ABC FIRE EXTINGUISHERS AS N I HERM HAVING JURISDICTION. EXIT UM grTfIll P ITNTIP=F7T?E . THE MINIMUM REQUIREMENT s ARIVAII nr=2,-AlE, ,oRsRtR- tac 'LTN I" 9 ' 99 VaLnr:',"■.111:iTgu4 DOH /i/ APR 1 6 2001 ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. SOUTHCENTER SEATTLE, VIASMINOTOM MECHANICAL DETAILS AND SPECIFICATIONS Sheet 3 of 6 UNIT NUMBER ÷e DBA THIS SHEET 1 550.01 MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS The Richard E. Jacobs Group A REVISED , /15/8B1 REINSED I/15/9G REVISED VIVRO A REDASEO ORA" BY REUSED ITU FIX %um SCNTTM3 PATE: DATE TTM-3 FLOOR SLAB SECURE BASE TO CURB VITH LAG SCREVS 12 O.0 MiN pF 2 PER SIDE FABRICATED CURB S EE CURB DETAIL EXISTING METAL DECK — RIGID CONDUIT BY ELECTRICAL MO LOR OPERATED DAMPER CORNER TD BE CUT FOR C ONDUIi ROUTING DUCT [N SULATTON - SEE S SECURE BASE TO CURB VITH LAG SCREWS 12' DC HI N. pF (2) PER SIDE FABRICATED CURB — SEC CUR6 DETAIL EXISTING METAL DECK — DUCT IN SULq T]ON SEE SPECIE ICA T[ON REMOVE CONCRETE FLOOR FOR PIPE PENETRATION ONLY. DO NOT CUT REBAR REPLACE CONCRETE SLEEVE I/2 CLEAR MIN, 3/4' CLEAR MAX. PACK WITH pAKUM S APPLY SEALANT AT TOP FDR GAS SEAL FLUSH WITH FLOOR.K i/2' WID x 3 'P R A ERUM . OF CON /4 C. P FIL L WI TH SEALANT FOR GAS SEAL. us L I - O CHANICALLY R OUGHENED PIPE FORM UNDERSIDE OF SLAB ANGER TUNNEL UNDER EXISTING SLAB FOR PIPING STUCTURAL SLAB PIPE PENETRATION DETAIL NTS > NG TES SEAL ANi TO BE MIN. 1 1/2' THICKNESS OF BFC BETASEAL N0. 69 BFC BI VISION OF ESSEX CHEMICAL CORPORATION OR APPROVED EQUIVgLENT OF MINNESOTA MINING AND MANUFACTURING CU., OR BENJAMIN FpS TER. NOTE: ALL DUCTWORK BELOW SLAB SHALL BE CONSIDERED CONFINED SPACE. INSECT SCREEN RESILIENT GASKET SEAL E BASE EXISTING INSULATION SECURE CURB TO DECK V/ SCRES STOE V 12' O.C. MIN. OF 2 PER NOTES H.V.A.. CGNTRACTOR COORNE NSTA , D 'W/LDLORO' ROOFR E FOR °ROPER SEOL'ENCE TO TO PE AT FL LL IU S COUNTER F NG INSTALLATION. O.A. INTAKE GRAVITY RELIEF DETAIL N. i.S TT -I2 'x3'xl /4 ANGLE FRAMING ( 4) S10 SEE CURB ➢ETAIL 26 ----EXHAUSTER BASE EXISTING INSULATION NOTES' H. .A.. CONTRACTOR TO COORDINATE INS7ALLATT V /LAND'S ROOFER FOR PROPER SECUENLE TO PERMIT FLASHING 6 COUNTERFL INSTALL" T[ON. GREE DRS SERIES OR EQUAL — RESILIENT GASKET SEAL SECURE CURB TO I V/ SCREVS l2' O.C. MI IN. OF <2) PER SIDE. x3 ' F FRAMING M ➢AMPER (4) S[OES- SEE CURB DETAIL 26 A REQUIRED EXHAUSTER DETAIL (TOILET, SMOKE, MISC.) 11 N.T.S. TT -11 SECU BASE TO RB WITH RE LAG SCREWS CU l2' 0 MM. OF 2 PER SIZE ONE PIECE WELDED ALUMINUM FAN SUB -BASE CONTINUOUS PIANO TYPE PIPNp HINGE FABRICATED CURB SEE CURB DETAIL EXIST ROOF DECK ,E %IS iING ROOFING MEMBRANE /ROOF GAS LINE ON ROOF GAS LINE SUPPORT 5FF DETAIL EXISTING ROOF CLEVIS HANGERS - PIPES I -1/4 & SMALLER B' -0' MAX. O.C. PIPES I -1/2" b: tARCER 10' -0 MAX. O.C. GREASE COLLECTION DEVICE IS REQUIRED. INSTALL PER MANUFACTURER'S REQUIREMENTS. TENANT MUST EMPLOY GREASE GUARD, TO INSTALL CALL I- 800 - 284 -8273 FOR INSTALLATION RIGID CONDUIT BY ELECTRICAL MOTOR OPERATED DAMPER CORNER TO BE CUT FOR CONDUIT ROUTING 4r CC� - .�� 0 ' Map 'es8 2e11 ManarNWISNISMNMENZIONOOMEMNPF GAS VALVE -7 FOR PIPE ANO /OR CONDOR FLASHING THRU ROOF SEE DETAIL® ' DIRI LEG — 3 MIN. ABOVE ROOT 11 11 1 J!L ANGLE IRON COPED EACH END TO FIT OVER J061 CLAMP OR WELD ANGLE TO JOIS, STEEL WASHER _NE REQUIRED FREE AREA SIZE➢ ON 500 ET./MIN VELOCITY ALUMINUM ROOF UP BLAST FAN RESILIENT GASKET VENTS➢ CURB EXTENSIO (AIR VENTS ON gLL(4) SIDES) RESILIENT GASKET FLASHING BT GREASE GAURD CONTRACTOR :6 GA. FABRICATED CURB -SEE BFTAII SEE DETAIL 26 FOR FRAMING — REOUIREMENTS miffs: I. FOR BALLAST SYSTEMS REPLACE BALLAST AFTER WORK IS COMPLETED. 2. NEW INSULATION TO MATCH EXISTING INSULATION V,IGHT AND OF THE SAME OR GREATER THERMAL RESISTANCE VALUE. 3. ROOO E BSTALLED ND FLASH WTH MATERIALS TO MATCH EXISTING. INSTALL MA TER[FING AL T PER MANINUFAC 7URERA'S RECOMMEN ➢A iIOINS 1 /_: CO NTRACR ?D CRDINATE INS TALLATION I NSTALLATION WITH LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT DRILLING LASH 5. USE SELF DRILLLING ING FASTENERS FOR METAL OECK,TCGGLES FOR GYPSUM BECKS. RESTAURANT GREASE FAN AND PAN DETAIL 21 N.T.S. TT -21 2' -0" MAX. DISTANCE 1ST SUPPORT ERA A1 EACH (HANG_ OF ELEVATION. GAS PIPE THROUGH ROOF DETAIL N.T.S. ALUMINUM ROOF UPBLAST FAN RELIEF /ROOF EXHAUST FAN DETAIL N.T.S. TT -l0 NOTE' TO BE USED FOR HVAC RELIEF /SMOKE RELIEF AND ROOF EXHAUST FANS. DOUBLE NUTTED 3/8' ROO ( MIN. ) L SECURE CURB i0 DECK W/ SCREWS 12' O.C. MIN. OF 2 PER SIDE. - -NON DUCTED EXHAUST AIR S ABOVE CEl NSTALLS➢ SY TEM 2' DEEP SUL ➢FRED LIQUIDTI ➢RIP PANS 3'x3'xl/4' ANG FRMING C4) SIDES- SEE LE CURB A DETAIL 0 NOTE' H.V.q.. CONCTOR WODINg Z T 4I A N LATON /LANDLO S ROOFER FOR PROPER SE TO TO PRERMIT T F LASHING 6 COUNVTERFLASH NG INSTALLATION. RESILIENT GASKET SEAL FAN BASE HOLD DOWN CLIP EXISTING INSULATION GROUND JOINT UNION EXISTING INSUTATICN ANCHOR PIPE TO ANGLE WITH STD. U -BOLT GAS PtPE MIN. 1 -1/4" EXTEND FLASHING OVER TOP 0E INSULATION AND FASTEN AT 8'O.C. NON -COMB. INSULATION -CUTI TO FIT PS REQ'0. CONDUIT SEE DETAIL y) FOR CONDUIT ROOF PENETRATION TAIL — EXISTING INSULATION EXISTING ROOF DECK BOLTED PIPE CLAMP CONTINUOUS FASTENING STRIP AND APPROVE➢ FASTENERS AT 8'O.C. CAP SEAL OFF METAL DECK FROM DUCT OPENING W/26 GA. SHEET METAL ALL SIDES 6• LG. GALVAN g STEEL TAG BOLTS- BOLTS TO HOLE BLOCKING TOGETHER 1 /4• K 2' LG. LAG BOLT FASTEN PIPE CLIP TO BLOCKING GAS LINE (MIN. SIZE - t -t /4') HUMANE PAD IB'x10' MIN.) ROOFING LOCATE AVAY FROM OUILDING VALL 6 IS' D' FROM OUTSIDE AIR INTAKES PLAN PLUMBING CONTRACTOR IS RESPONSIBLE LO PROVIDE GAS LINE SUPPORTS FOR ALL GAS LINES INCLUDING TENPNTS PIPE SLEEVE AND CLIP. A S • RE O'0 . VIBRATION ISOLATION GRONMET ' RUBBER SHEAR PP.D T DR SPRANG [ SQL PIGR FOR ROOF M D. EQUIPMENT PATE SHEET METAL CURB CAP PATE CD. EQUIPMENT SUPPORT STYLE ES -2e S- 1/2''.:15' nIN. IB PLL VEL0.0 FIRE TREATED V000 BLOCKING. ALL (4) SIDES pG CURB. NOMINAL 6' VIDE THICKNESS i0 MATCH INSULATION THICKNESS NOTCH 4000 TO LAY FLAT OVER CHANNEL. REINFORCED JOIST 1NOICATED ON MECHANICAL RNO DR STRUCTURAL PLANS VITH 1. srue EOluMlrvs 2. BLOCK OUT RREAS 3. OIS TS - ARKEO VI AN PSTERISK (M) ERIFY LOCATION VITH LANDLORD 4 REPRESENTTTIVE PVC PIPE S SEE NOTE Y3 1' VI ➢E 20 GA. GAL VgNIO ZE STEEL PIPE CLIP FOR THE PVL SLEEVE. T2) 4'x4" VOLMANIZED V000 BLOCKS NOTES SECTION I. SUPPORT REQUIRED EVERY 10' -0. O.C. AND AT CHANGES IN DIRECTION. 2. INCRS HEIGHT AS REIal FOUT ACCE pR1ES SULN AS EXPANSI ON RO JOINTS, ING ABOVE ROOF MOUNTED 3. PVC PIPE SLEEVE SHALL HE THE NE %T SIZE PIPE DIAMETER LARGER THAN THE OUTSIDE DIAMETER OF THE PIPE. GAS LINE SUPPORT DETAIL PLAN SECTION A NOTES 1. UNIT UP TO C,: CB S. TOTAL NOUGHT SHA BE SUPPORTED MIN.(2) JOISTS 2. UNITS GREATER THAN IBBO CBS BUT LESS THAN 2800 CBS. TOTAL VEtGHi SHALL BE SUPPORTED ON MIN.f 3)JOISTS. 1 5/0' UNISTUi SECURE➢ Ai is Ea n -ITN va' LAC Bm.rs ODD CHANNELS) INSULPRE R HOT GAS QulO UNISTUT CLAMPS IU D LINE PIPE CLAMP TO HNS 112) SLRYTNr ONLY. SLOPE AWAY FRM PIPE CHASE UNISTUT PIPE CLAMP 2 GA 2 •4 NAILER B MA% l0 BE O•DC. TOP Di RDOf ING� EXISTING META NOT SECTION 'A' p Ui SLO X0.E / ,N [O ` R N10 CLOSURE tECE PING ER HPN ➢VERALL AC SITE COMPRESS 1 S0." ION An0 F➢RC[ INTO PL CAULK PERIMETE 6 IPES CLOSURE PIE(£ E D UPI SECURE i0 CURB UP SECURE CURB CRP CL VH � SHEET METAL SCREVS TD UR At 12' D ; PATE VODL NAILER RTGID INSULATION THICKNESS TO MATCH d NAILER OVERRAN[ - AHHEREH i0 "CZ LL COUNTERFLASHING PRIOR TO INSTALLING PATE CURB CAP. CONDENSING UNIT AND OTHER SPECIAL 18 ROOF MOUNTED EQUIPMENT SUPPORT DETAIL NTS TT -IB INSUL TE iME L30U1R SE ENDS R / PLAN C ENASE TO METAL HECK Ar a POINTS ITK 2v2x1 i/2 VIDE 16 LAUDE SHEET MIE TAL C i' P A FEN AND FASTEN D CHASE SC S SECTION -'B' NOTES CUT INSULATION TO MEET WOOD BLOCKING ROOF MTD. EQUIPMENT SECTION - ' C ' LAG BOLT Vii'+ FLATVASHER STING INSULATION EXISTING METAL DECK FASTEN CURB TD CHANNEL AT za• D.L. MAX. (MIN. 4 PER CLR B) BOLT CHANNEL i0 E ACH AI ST VITH MACHI BOLT, NUT AND VA SHER. Dn NR T DRUI GYS NQrE� ALL SEAMS TO eE SOLDERED VATER TIGHT A COVER 'T" INSULPi1LN A M I L CIMB "STONED CLOSURE PIECE E FASTN COVER AT 12"DC RES IT CURB AU RESILIENT GASBET RIGOR DISU "TIM TO MAL CN THICImEii E d'I I AMORE 10 CURB sAeRtcATED corm. SEE CURB OCTA'Ln SECUS CUR➢ TO METAL HECK IB'DCMAKAIIK v PEq SIDE) 1B � .'DIA. GA -. METAL RETRIGERANT CNAIE FOR LDVEq IENAnTS Mi a mLY UCTION Gtr to " OMWIT '��ONED ��- _ 9 1W �;•• " ' .' IUrED mvEI�LA� .., u%lui NSV . LIMB 1. XV RNCi01R TD CWRpINATE INSTALLATIM VITH LANDLORD'S RtmFER Pmt PRmER SELIIENCE TD PEg1OT FLASHING AND CWNTERTLASHING INSipLIAlIDN. 2. DVSE PND [DYER INSTALLATImI - P THICK NFPA LOFTED, PBq£8 M A' CENlEAS AND GLUED TO SIECT MCiAL 1 [ALLKING i0 BE SRICONE BASE AND VATCRPROOF. REFRIGERANT PIPING ROOF CHASE AND PIPE SUPPORT DETAIL Kr.S TT, APR 1 6 2001 SOUTHCENTER SEMIIf, WASHINOTDM MECHANICAL DETAILS AN D SPECIFICATIONS Sheet 4 of 6 THIS SHEET t'.TTO.OI MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS The Richard E. Jacobs Group S� REV RINSED REMISED sum NS® BY E 552- UNIT NUMBER 17 (;vciccE. DBA SCNTTI4 MEW NNW TTM -4 'I /i5jae /1e/ea 7/10/05 :, FACTOR INPUT BTUH AP S F ACTOR SENSIBLE HEAT GAIN LATENT FACTOR LAT FIT H GRIN " /ELYCE. rTUH /KW �I a • -r_ I P _\ _I_ 1� -1__ APPLIANCE HEAT GAIN CALCULATIONS APPLIANCE FUEL/ INPUT NU. MOTORS .W. _ E— KITCHEN E %EA MANUFACTURER MOTOR H.P. C.FMODEL FAN RPM. ES MOUNTING CURB APPLIANCE NUMBER OTHERS TOTALS APPLIANCE APPLI .ICs SCHEDUL -' :z BELT UN DED HZ/ 2 "x4 FIRE TREATED WOOp NAILER. SECURE TO CURB AT 12 "O.C. (MIN. 2 PER SLOE). FABRICATED 6 GAUGE VANIZED SHEET METAL ALL WELTED CONST PAINT AFTER PAINT WHH RUST RESISTgNi AFTER FABRICATION. FABR CATS HGT OF CURB SO THAT MGTABV ROOFING SURFACE 15 A MIN. 1D FOR HOOD EXHAUST SYSTEMS SEAL OFF OPENINGS IN DECK W METAL PLATE SECUPE U W iH SCPCURB fWS AT TO ' UEC. SEE NOTE f2 MIN. SEE NOTE #1 3'x3xi /4" ANGLE FRAMING ALL S IDES F DUCT PENETRATION, WELDED OR BOLTE TOGET COPE ANGLES PERPENDICULAR i0 JOISTS TO ALLOW TOP CLA TO S ET TOP CHORD LE JOIST. WELD TE CLAMP OF TO JOIST. ANGLE MAY BE OMITTED ON SIDE OF DUCT OPENING WITHIN 6" OF JOIST. SECTION 'A' METHOD N1 (TYPICAL ERMAN° FOR RN'S UP TO 1860 LBS. TOTAL WEIGHT) RTC STRUCTURAL FRAMING PLAN N.T.S. USE IS DETAIL FO NON - REMOVE EQUIPM ENT 2"x2" FRATED OOD NAI SECURE IRE T SI CU AT W t2'O..(MIN LER. (2) PER SIDE) USE THIS DETAIL FOR REMOVEABLE EQUIPMENT ROOF TREAD PAD LAYOUT 0, N.T.S. TT -86 RIGID INNSUIATION TO MATCH THICKNESS OF NAILER_ ADHERED TO CURB. NOTES 1. INTERIOR DIMENSIONS TO BE DETERMINED BY SPECIFIC EQUIPMENT. SEE DETAILS. 2. EXTERIOR MIN. DIMENSIONS OF CURB FOR FLASHING AND COUNTERFLASHING SHALL BE 12"x12 ". CUT INSULATION TO MEET WOOD BLOCKIN E %ISTING INSULATION TO REMAIN. REP!ACE ALL DAMAG INSULATION TD MATCH EXISTING. METAL DECK EXISTING JOIST • FlRE TREATED BLOCKING ALL (4) SIDES OF CURB. NOMINAL 61YIDE x THICKNESS TO MP.TCH INSULATION THICKNESS. DETAIL OF FABRICATED CURB 0 N.T.S. TT -26 FOR H000 EXHAUST OR WHERE CODE DOES N PERMIT TREATED ' ETD BLOCKING. OMIT WOOD BLOCKING AND UTILIZE R OOFING MATERIAL PER CODE. ROOFING MEMBRANE INSULATION ROOF JOISTS LAP ANGLE MIN. 2" OVER JOIST II i ANGLE FRAMING FOR DUCT PENETRATION I - mi 11� � �1i�.rr% r II �H SEE NOTE N2 STAINLESS STEEL CLPMPING RING SOLDER JOINT ITERED JOINTS WELDED AND GROUND SMOOTH ON CURB (TYP.) PLAN ANGLE NOi 'nE05 WITHIN 6 ECN OPENING BOLT CHWNEL LO OF JOIST uINIMUM. EACH JOIST (i1P) METHOD M7 (TYPICAL FRAM. FOR RN'S BETWEEN 1080 LBS. tr 2800 LBS. TOTAL WEIGHT) RTU STRUCTURAL FRAMING PLAN N.T.S. 8" MIN. S0. LEAD (THERA NOTES' 1. FIELD VERTY LOGTPN OF RTU PRIOR TO WSTALIATION. 2. ALL RIOWN BY TEN. COT. UNLESS OTHERWISE NOTED 3. PROVIDE INSULTMIN :F W000 NOT PERMITTED fir [TOE. RTU STRUCTURAL FRAMING PLANS AND SECTION O NTR. rT —I VENT PIPE TYPICAL DETAIL - l EAD - BUR METAL DECK MEW. FOR PLUMBING VENTS TURN LEAD FLASHING GOWN INTO VENT PIPE A MIN. PE OF 1 BELOW TOP OF PI LB. VIRGIN LEAD y2ES: 1. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK IS COMPLETED. 2. 4 LB. LEAD i BE SOLASHING LDER SIWLL ED. RE I/4" MAX. DIAMETER LARGER THAN PIPE ALL JOINTS 3. RO FLANGE O OFING C SHALL NTRA BE CTORS SET BY ROOFER. CONTACT L.L. FOR LIST OF APPROVED 4. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR 5. VENTS SHALL BE A MINIMUM OF 10' -0" FROM OUTSIDE AIR INTAKES. "METALBESTOS" TYPE RV FOR B" OR SMALLER TYPE OC FOR 10 OR LARGER DOUBLE WALL. 'METALBESTOS• TALL CONE -URN DOWN FLASHING FIANCE 2 ALL SIDES TO FORM CUB CA. P (SOLDER CORRNERS.) RESILIENT GASKET SET CJ5 :FAIL WITHIN u uFR'S. RECOMMENOADO(S NR RESIN, G.NET CONTINUOUS F 13T R UN('UMNIUFPSITFER R MINIMUM CLEARENCE —MIN. OF 3' -0" HEIGHT SHA B AS REO'D BY LOCALCOOE. LL LO CATE 25 -0 FROM B. WAIL AND 15' -0" FR OM OUTSIDE AIR DG INTAKE. CONTACT LANDLORD. H.VA.C. NTRCTR O TO COORDINATE INSTALLATIO N W /LANDLORDS ROOF FOR PROPER SE TO PERMIT FLASHING & COUMEREIASHING INS ?ALLATIO N. CURB IMERNAL SIZES: FOR FLUES S" THRU T5' ROD -9'x9" URB. OR FLUES 6" THRU 8 ROUND -12 "x12" CURB, FOR FLUES GRE THPN C 8" ROU CONSULT WBH THE LANDLORD. GAS FLUE THRU ROOF DETAIL 0 N.i.S. TT -4 TEE UC UN n" NGLE FRUAINC ETRA.TION D raGETHEa WN GAS SERWOE (WHTAE flEOUIREO) ` ._ �� DIRT LEG ( i � � R ENSATETOPM� � RE V N MAO'CTHICKNE55 f �� • II ER ADHERED 1 ��.. J1 TO CURB i W UT IN'iUL TO MEET ROOFING 000 BLOCKING IWAWAVAlifirAM MIL 'AM II MANNI■WINIIMIINVZI:a= &W C' JOIS CIUNNEt i0 FA T W /MACH. BOLT Ui x WWwsH. DD Nor DRILL JOIST. FlRE 1RFATED WOOD BLOCKING. R SIDES OF CURB OM. fi WIDE % THICKNESS. TQ unrcH mwurwN THIOKNESs � (� pER UNHINE PIPE /CONDUIT OR VENT THROUGH ROOF FLASHING DETAILS N.T.S. FIELD VERIFY TYPE OF ROOF ANO USE APPROPRIATE DETAIL. (BUR /RUBBER) I BESTOS" CAP BIROPROOF "METALBESTOS• STORM COLLAR SET IN SEALANT SECURE LL CONE TO RB MIN. 2 PER TA SIDE O 12 CU O.C. FABRICATED CURB SFE CRRB OETAII 2® STAINLESS STEEL CLAMPING RING \ I11 PRE — MOLDED PIPE SEAL RUOBER ROOFING MEMBRANE ww SECURE EW CURB TO DECK W/ SCRS t2" O.0 PER SIDE SECURE FLUE T DECK AT 1f4 P01NT5 WITH 0 OF 41 O 2"x1--1 2 WIDE I6 C0. SHEET METAL L(P ANGLE RNATED TO FLU., SECURED TO DECK FOR MODEL OC VENTS USE METALBESTOS" SUPPORT PLATE. GAS PRESSURE REGULATOR (WHERE REQUIRED) GAS COCK WATER CUT -OFF MASTIC SPLICING CEMENT LAP SEALANT INSULATION NOTE: DO NOT TRIM DECK FLANGE NOTES; PRE - MOLDED PIPE SEAL CANNOT BE CUT VERTICALLY TO BE INSTALLED. 2. PRE - MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE REGARDLESS OF PIPE DIAMETER. 3. WHEN PREFABRICATED PIPE SEAL CANNOT BE INSTALLED. USE FIELD FABRICATED PIPE SEAL. SEE ALTERNATE PIPE FLASHING DETAIL 4. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK IS COMPLETED. 5. FLANGE G CON SHALL TRACTORS BE SET BY ROOFER. CONTACT LI- FOR UST OF APPROVED ROOFIN 6. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR 7. VENTS SHALL BE A MINIMUM OF IT -, TYPICAL. DETAIL - PREMOLDFD - RUBBER ROOF EXISTING INSULATION EXISTING METAL DECK N. 12•x18'x2" THICK LONG. SPVSH BLOCK 24':24' HVMANE ROOF PAD sw0 RACK cRwvEL MASnc ro RaQF INSUURON METAL DECK JOIST SUPPLY AIR MAIN VOLUME DAMPER 1 -1 /2 THICK FIBERGLASS INSULATION W/ FOIL FACING SECURE TO RO DEC W ITH SCREWS fi O.C. TO OP OF FLANGE K GALVANIZED SHEET METAL DUCT FLEXIBLE DUCT MOUNTING DETAIL 99 N.T.S. TT -99 PLAN OF EXISTING ROOF DECK NEW ROOF INSULATION 4ww_Inr�rul�nnl�12L*I�ev�n Olt riI:Eu�im1Dae igefel IN "N 8'M YIN." SECTION 1 - (FOR OPENING URGER THAN 167 NEW ROOF INSULATION G CNV. STEEL ; SECTION 2 -2 (FOR OPENINGS 18' K SMALLER) METAL STRAP CLAMP (TYPICAL) 2 PLACES SUPPLY AIR DIFFUSER. Hams: EW INSULADON r0 WTCH EXISONG INSUUr10N HEIGHT le OF M EE SAME OR cRUTFA THERMAL RESISTANCE VALLIE. ROOFING 1D U INSALLED AND —IN W(M WTERMLS TO MATCH IXLSTING. INSTALL IM PER ' MANUFACNRERS RECOMMENMTIONS. INSULATED FLEXIBLE CONNECDON. (MAX. 5 -07 IN VERTICAL ONLY. JOIST FQR PENINGS 16 h O SMA IFR Mean- 11(ui 16' 5T REPAIRS TO THE METAL DECK SYSTEM O TT -2 INSULATION SOUTHCENTER Th"L Q vc eta DBA MECHANICAL DETAILS AND SPECIFICATIONS Sheet 5 of 6 ES52 -- UNIT NUMBER THIS SHEET A TTOOI MUST BE INCLUDED AS PART OF TENANT'S BJ•MITTAL TO THQ LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS CAp u 2 Pl7,- nOLTGP \ i iii �%•, \ \\ CAST IRON 'NO Hue' CLFANOUT INSTALLED PIPING SHALL BE USEp BY LPNDLORD r l BELOW UPPER LEVEL FLOOR _ SLAB TO SERVE UPPER LEVEL TENANTS. AL / 1 1 CG PVC/ADS STA (5 ) P J I ASTM /f O76]B (SEE NOTE 6 EXISTING —✓ BY LANDLORD PIPE SUPPORT DETAIL NTS TT -135 NO HUB �� CAST IRON PIPING ABOVE \\ 9' 0' COUPLING (SEE NOTE 3) CAST IRON U!NG SPOOL PIECE (SEE PL NOTE 3) NOTE. 1. TENANT SHALL CONNECT SANITARY DRAIN TO CONNECTIONS PROVIDED BY LANDLORD. 2. TENANT SHALL NOT MODIFY LANDLORD'S DRAIN OR MAKE CONNECTIONS TO SANITARY MAIN. 3. ABOVE AND UNDERGROUND COUPLINGS SHALL BE 'CLAMP -ALL' DRAIN COUPLING MODEL -HI -TORO 125. 4. NO PVC PIPING SHALL BE ALLOWED IN RETURN AIR PLENUMS. 5, IF EXISTING LANDLORD PROVIDED UPPER SANITARY TENANT CONNECTION CANNOT BE USED. CONTRACTOR SHALL USE LOWER ALTERNATE SANITARY CONNECTION. 6. TENANT MAY USE CAST IRON BELL AND SPIGOT WITH APPROVED COMPRESSION FITTINGS BELOW GROUND. TENANT SANITARY PIPING DETAIL 34D (� X SEE NOTE 5 FOR 1 / 1 / t1 z SANITARY I LID CONNECTION INVERT ELEVATION AS SHOWN ON L:;�DLORD'S pRAwlNCs LAG BOLT WITH FIAT wASHER I' RUBBER SNEAK PAO OR SPRING ISOLATOR FOR ROOF MOUNTED EQUIPMENT 41. `t. D PRONGED CONCRETE EQUIP. PPD ROOF MOUNTING EQUIPMENT SUPPORT DETAIL NTS TT -135 EXPANSION BOLT ROOF MOUNTED EQUIPMENT NORDSTROM FOOD COURT SEARS NORDSTROM ® LANDLORD'S O.A. DUCTS THE BON THE BON r 5' REF CONC. SLAB ON GRADE 0E Q: REINFORCED STRUCTURAL SLAB ':YPI L UNLESS OTHERWISE NOTED. NOTE: 1. THE 'SPECIAL BUILDING CONDITIONS' NOTED 7. THERE ME LOCATIONS OW THLOR OAB ON THIS DRAWING SHALL BE CONSIDERED AT WHICH SPECIAL EQUIPME MAS E F BEEN LO BUILDING /CONSTRUCTION RESTRICTIONS. ALL FIELD VERIFICATION OF THESE IS THE TENANTS CONDITIONS MUST BE FELD VERIFIED BY TENAM. RESPONSIBILIT, 2. NONE OF THE NOTED CONDITIONS MAY BE ALTERED 4. UNDER FLOOR AREAS ARE HAZARDOUS LOCATIONS IN ANY WAY. NO FLOOR PENETRATIONS ARE DUE TO CONFINED SPACES AND FLAMABLE GAS PERMITTED UNLESS REVIEWED AND APPROVED BY FORMATION. THE LANDLORD'S ENGINEERS AND ALL PRESIDING GOVERNMENTAL AUTHORITIES. 5. DO NOT CHANNEL FLOORS. STRUCTURAL DAMAGE WILL RESULT.Q Do / MERVYN'S JCPENNEY JCPENNEY TUYS 9 ti0 Mail AS H3 APR 1 6 0001 y� O�SlO SCAM SOUTHCENTER MECHANICAL DETAILS AND SPECIFICATIONS Sheet 6 of 6 17+ THIS SHEET it TTO•BI MUST BE INCLUDED A SS!; PART OP TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING ' -. CONTRACTORS 'AND FOR BUILDING FER'MITS' The Richard E. Jacobs Group REVISED JMWN BY: SE.ATRE. WASHINGTON E 5 2_ UNIT NUMBER DBA DISOMS REVISm 1. 1 /16 /0e .ee MIMEO BW LOA RIE NNIL SCNTM6 PRA WNC NUNBFR TTM = 13/21616 s a/S /tie