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Permit D01-275 - SOUTHCENTER MALL - STARBUCKS - WALLS
DO1-275 06 Southcenter Mall City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 262304 -9004 Address: 806 SOIJTHCENTER MALL Suite No: Location: Category: Type: Zoning: Corist Type: Gas/Elec.: Units: Setbacks: Water: Wetlands: Contractor License No: ELITECCO2OCD WARNING: ARE1 DEVPERM IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING Al THEM OWN RISK. 000 North: .0 South: N/A Sewer: Slopes: OCCUPANT STARBUCKS COFFEE COMPANY 806 SOUTHCENTER MALL, TUKWILA 98188 OWNER SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD, CLEVELAND OH 44145 CONTACT :AMANDA OBERG Phone: 425 827 -2100 10940. NE 33RD PLACE, STE 200, EBELLEVUE WA 98004 CONTRACTOR ELITE COMMERCIAL CONTRACTING Phone: 425- 251 -8141 274 SW 43 ST, RENTON, WA 98055 *************************.**************•*************** •**** ** * * * ** ** ***** * * ** * * * * **** Permit Description: REMOVAL OF INTERIOR PARTITION WALLS ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 80,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut/Access/Sidewalk/CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving; Oversized . Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,413.19 ******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Si gnature : ___V I. hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of t h i s permit, does not presume to g i v e 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 s i g n For and obtain t h i s development permit. Signature: ...CC!, ?� � _._._.__...._.___._..__.._ _._._._._.._..__ Print Name : DEVELOPMENT PERM1T .0 N/A N This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days From the last Permit No: Status: Issued: Expires: Occupancy: UFJC : Fire Protection: East: .0 West: Streams: Phone: Date: (206) 431 -3670 DO1 -275 ISSUED 11/02/2001 05/01/2002 STORE 1997 SPRINKLERS /AFA .0 11 01 Date: it _/ if the work is not commenced within if the work is suspended or abandoned inspection. 'CITY OF TUKWILA 12. The total number of fi re extinguishers required for your estab 1 ishment is cal cul ated ' at one extinguisher For each •3000 sq. ft. of area. The extinguisher (s) should be of the "Al I Purpose" (2A, 10B:C) dry chemical type. Travel distance to any Fire extinguisher must be 75' or less. •(NFPA 10, 3-1.1) 131 Portable •fire extinguishers shall be securely instal led on the hanger or in the bracket suppl led, placed in cabinets or wall recesses. The hanger' or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer ' s instructions . The extinguisher shall be instal led so that the top of the extinguisher is AddreSS'i•• 806 'SOUTHCENtEk MALL . Perm i t 'No: D01 - 275 :y. .:. . . , . , .. . • ''. Tenant : : • :. - - • ' : '.DEVPERM. Parcel :' it : •. .262304-9004. ***:********************************************Oc**************4*****le**** . ..... •• •... • . .. , .. - : P0)701 - ; Condi tic)ns: . , . •: , . t; changes ..W111 be made to the plans unless approved by the Engi neer and the Tukwi la BujlOpg: :..Z ::0A: new cei.ling grid arldl.i:gnft>(ture at i on is required to • meet 1 atefaT',',1brac requirements ifor Seismic *L.One: 3. - . • :-,!..,:' • .... ,• .,. Partition wa 1 1s i i ng' grid misrt:.:, be 'lateral Ty . • • .• ••• braded: W oveYiAeA ght (8) ':feet A n'lengi7t. &W'r..,; “ ''''::. • • I .„ • . , . , • . ■.,,. •{ •', ..' , • , .: Al 1 :: te3J i r) ,ipcmformoce'Ywith4pprcid . . 04 and; 0 f, the '.0rilform 'Bdildln4' tOde•;; • • Code Editi.ori) - ;.4S; , famendea' Untf*Orm cal Coe -: .( 1997 'Cd1 t i61i0.,, •,....,• .._ _., ..• -_. „ .,: • ,. • .. T.,irl0,;:.W : State Ener Code ' Ed i t i on), -',',*,.,„ •:1* pjUMbi itih*Perbi Is • shall be ,' through the Seetti b:...(14.4•.. t6Unt.Y40Pait of Public 'Heal th .,-': Plumbing will • , be '',''L -4(-- • • - , • , -, - ,- i • ' • . • • ,,_ ... 1 4)/:' I t.t16Vagenpy; , i nd 1 UdIng a 11 gas piping ,•:.,',., (296-4722 H'.';:: 11 ,' - :::. ,.. „,, ..•:-- ,, .. , . . .,: , .,P ' 'f' ' ,: • ,,, • • -,,,,,'", , 9611 dxp)i. .(*., Permit. ,., The,,1Ss dance •ofC4,permit or. . a0 provO'dliT ' • • 0'. icp.70 op'';'' ;computa Slii.11J riot ' be : Uk'; :: • bei. ii:::per/i-it,..:f of'c or E16:: eir any v i ol at) on 6 ,..- , • • .• .... , . • . • , . - 1. „ • . i , ± ;,:,,', _ :, , of provisions s4onS .:,..Of ; the JAI 1:1 d ing code or of any .Y - • ,,•i .E Oth6 jUr presuming to gf■■.6.# or - . ..Ca'nceI:ti . ie provisions oCthIS cadiqp0a1,1:' be Ni,4 1 i &i:,,/ . ; / j ,, • \ -...,•.:''.-:.. ::E. ti',C40• permits ::sftall' obtained through the Washl Kgton,i• St cif, Labor- and Ind uat'rjeSand air electr ..,,,work - 141 , be - Vhspedted by that .agency (248-6630) • ,..:' ;,-. • io • • A11. mechanical work 'Shal 1 be ,underse'parateperinit ::'issued byi'1. . • ,, .„•, ..,,,-•• .. • 0 1 P C i tW9f -1 w i 1 k• • I , ' . •• f • ';; ' J ''...: .- • • . .,, • - • :, ,• A 7L peri00 , AnSPeCi4On records, / and 'aPproved;, plans shall be : • aval lab 10 at • the job , site prior' to • the Start of ' any con- , •- , , , i:1.-, .. , -;:able until,' fin spection tpproval_ is granted. „:' '•.-' ' : Struction ThesedbOuments are to be' maintained and', ava i • . ' , •,• , , , • , , . • ' , . ;'-''J***FIRE • DEPARTMENT CONDIT IONS** ' • ' . - ' • : :::1 he • attached .. SeK!; - of pl arms . naVe' : 3 . 0prihreyewed by The Fire • ., HPrevention Bureau arid are acceptable i:with the following • , . .. ,•, .. concerns : - • • Th T---,- • ' • , .• , • • ••.,,, .. Status: ISSUED Applied: 08/28/2001 Issued: 11/02/2001 riot more than 5 feet above the Floor and the clearance between the bottom oF the extinguisher and the Floor shall not be less than 4 inches. 14. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10-1) . Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1-6.5) . Fire extinguishers require monthly and yearly inspections. •hey must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify company or person performing the service,.. 4-4 arid 4-4.3) Every six years, dry Chemical and halbn type fire extinguishers shall',be emPtied and subjected to the applicable rechage procedures. (NFPA 10, 4-4.1) -Tf the required monthly'aricryearly inspections of the fire 'extinguisher(s) arc- not accomplished, or the tnspection.ta9 is not compl6te,..a reputable fire extinguisher service company 011 be:,require&to conduct these required surveys. (NFPA 10;: 4-3 , 4 , Maintai,pfire extinguisher, coverage -throughout. ' . .No point..iram unsprinkiered building may be more than 200 • .Feet 06M an :exit; measured along the path of travel. (upc • 1004.2:5.2,1) ' No prOn't fn,ivsprinklered building may be more than 250 feel • an exit, measured along the path of travel., (UBC • 100412:5.2.2) : 20: ExitVdOors'ishalwing in:the direbtipnrof,exit travel when serving any hazardous area'br\when 'serving an occupant load .' of r 0“'or (UBC 1003 3 1' 5) 9 P. • • ,4 21. 'Exitdoors Shall bel from the inside without the , • use of»a key or any special knowledge or effort. Exit , doors'4hatrIcA, be locked, chained,- bolted, barred, latched or otheryiserendered unusable. All locking devices shall V be of an,appf-oved' (UFC 1207,3) Dead bots are not on auxiliary:exit doors unless the dead\ bolt 15 automatically retracted when the door handle is inside the tenant space. (UK 1207.3) • When two oi exits From a'story are required, exit signs shall be 'installed at the required exits and where otherwise necessary to olearf)/:,indicate the direction of egress. (UBC 1603.2.8.2) • When two or more exits from a story are required and when two or more exits from,a room or an area are required, exit signs shall be illuminated. - (UBC 1003.2A.4) 25. Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 26. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group 1, Division 1.1 and 1.2 occupancies and For all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) 27. The power supply For means of egress illumination shall • ivoxrall.,114%Ngt441;AJi: normally be provided txlc the premises' electrical supply. In the event of it's :i lure, illumination shall' automatically provided from an emergency system tor' 'Group 1 , D i v i s i o n s 1.1. ard__.1 . 2 occupancies and for all othe r occupancies where the means of egress system serves an occupant load of 100 or more Such emergency systems shall be installed in accordance with the electrical code. (UESC 1003.9.2) 28. All exit signs shall be illuminated at all times. To ensure continued i l l u m i n a t i o n for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall a l s o be connected to • an emergency e l e c t r i c a l system provided from storage batteries, unit equipment or an on site generator set, and the system shal 1 be installed in accordance with the electrical •code. ... (UBC 1003.2.8.5) Mairitian sprinkler coverage ;per ::N F.P.A ': 13. Addition/relocation . ' wa11s, closets or partitions may require re l ocat i ng.;'and /or adding spr':irik l e:r .hearis Sprinkler protoct1'on shall' be extended to all areas-where required, including all enclosed areas below obstructions and under overhangs, greater than four feet wide (NFPI\~ s :. All new sspr'irikler 'systetns` and 'ail modifications to existing spr i nk l e , r .systems:. shall have Fire department rev i e w `artd approval Y dr•awirigs prior, to 'install or modification. . New ` .systems and "al 1: modifications to sprinkler system F'i nvolvi ng,'• more than 50 'heads shall have hie written approval of the W S . R . B`. , Factory Mutual, industrial Risk i:ns`ure>'s, Kemper : or any other represseritative designated recorgrii•zed by "'the' Ci t y o i ukwi l a, prior to subm•i ttal to.-. the ,Tukwi,la `F ire f Pr•ever%t ors. Bureau. No ` s pr Inkiler work steal l commence ,wittt ut approved drawings. City i0rdinance; .it•1901) 11 sprinkler system -'p l earls,' ca 1 c..0 l ati onS and` the contractors Mater l al S .and ;Test ` Ce.rt ;, f 1 c.ates siubm'i ttec to i . c r +.. _ r .. , .•. ., .,. .::.. she 'Tuakw i 1 aa.. F` i re Pr everie ors Bur eau ..mutt ' be stamped .i i thf t appropr, ievel of competency peal (WAC 212780) P�lai nta rt eutomatic fire detector c..overacje ;per Additio6/re19cati'ori' or walls, closets' orpartit'iores tnay'': requirelocatiny and /or adding ,automatic fire .detectors. MaintairiHsquare foot'' coverage of,'dEteotors per including:' closets, e1evato rshaftS ',,:top of stairwells:,' etc (NF'P/-1. 72, 5-1.4M' All rnew Fire': a'l arrn systems or modifications to ex i st i rig , systems shall have the written approval of the TukwYi la'Fire Prevention Bureau No work s;ha•1 1' commerce unt i 1 a 'f. 'ire ` o d partment permit' has,:; °Leer► obtained. (City Ordiriarice 1t1 (UF C 1001.3) 36 All electrical work and equipment Shah' conform strictly to the standards of The National Electrical Code. (NEPA 70) 37. An aisle to and working space shall be provided for each :electrical parcel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- •16(a), NEC 110- 16(c)) 38. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 39. Requi red f i r e resistive construction, i n c l u d i n g occupancy separations, area separation walls, exterior walls due to • • u: i. ua'77 BiYlu i!nS 4: 41a ;Ig ;,3 2: �5�1%'i fit, F^' 'location . on property, Fire r e s i s t i v e requirements based on type of construction, draft stop p a r t i t i o n s 'and roof coverings shat l be maintained as specified in the B lding Code and F ire Code and sha 1 1 be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed . (UEC 1111.1) The maximum Flame,.spread class of Finish materials used on .interior wa1 lss and cei 1 ings shal 1 not exceed that set forth Table No. 8 -8 of the Uni form Building Code . (IBC 804.1) Your street address must be conspicuously posted on the building . :arid shall be plainly visible and legible From the street. Numbers shal 1 contrast with their background. 'U`C1 901.4.4) r ;order.to provide you with the fastest police and fire protection under emergency .conditions, pl easse post your �u',i`te, room or apartment- number .: :.. 1 a..con4 ,cuous place near the ma:i n entry door . C IJF C'" 901. i re Department . boxes, ssh it l be Xirovi ded rot :access to 1 t " i re_ a l arm.Apari`ei ss and si r rink 1 en risers . The appropriate ke y: (s) fort access sh "a'1'1 be ,2.p l aced . i n t l oakbox. L.nckbox order 3 , be :,,obtained from t u.kw i l a F l: Ne „ . ... ,.(City Ord Ordinance .f 1.900 ) c ritact tr(OT p,kw•i l a <: =Fire ' PrevenO one Bureau to.. w i t ies a 1'1 re`yu i red'.: Oispect'l'ons . and tests: "'6(JFC 10.503) ;;(City Ord:I nance 1t 1,900 and , ;),41901. 3;, , his mired to _spec,u1ative, tenant space only :,- spe, c i f `i` i re.. perm is may:: be netessary depending on detailed (lescr(4)t i c�ri of "i.rttendecl use fi r • Any d,Verlocked hazardous, coridiition ani/,or violation of the: adopted Fire or'FJui 1c( Code does riot imply approval Such ;; c:ond;•i - Li on :or onl at i`uri The 01,:ans were :reV i ewed `by Inspector 511''0 ,. . If you have any ease f -cal the 't ukw i l a: F i r.e f reventi on Bureau (206)575-4407. er eby certify that 1 have read these cond r ti ons and wi 11 comply, c d i ti'i them 'BSI, outlined,. A l 1 pray i ss i ons`. of .law and Ordinances governing a . ' work W11.1 .be , complied with, whether spec i f l e d ,. herein or riot e " graritIng;y.of this permit does riot Presume/ t o sg-i ve authority t. r i 91.4.7.6. or ranee 1 the ur•ov. �i s i ans of an� y o1: h'e r Work- or ' local 1 laws canoe t .. . ...i.' regu.l at-i.ny . construction: or `:the performance of `work.. � W . u6m. J •0 0 co • c0 w' J w 0 z Cy, ~ w. 2 z � z o 0 0 H =w .. z • • H I i O z . Project Name /Tenant: W0 c Valu of Construction: -Itd p o O Co • v Site Ad ress (includ suite number) Cit - State /Zip: Grp :iww • Ii _ • #- I ■■ . 1 . 58 I .rte (- ♦ A Tax Parcel � Number: 2-' I 22 - - - l'7 1.. Propert Owner: (Z-f c I 'z 78/8v E. k6?) Ok Phone: yy0 -- 'P] 0 6 • 1 Street Address: 2- Address: City State /Zip: c - i--c - I 4- , C ( 04 Fax II: ¢4o Pao5 - 61 0 "7 - Contractor 1/v (e & q / r } ' ; _. 4 / Z G rs - i1'c- avi w11(20 j . /' ' /CV Phone: 4 ' X 4' , Itl $ 5 Street Address: 12 City State /Zip: /jl filN ot-+d S /-k- 1 Q o 2 -0 Fax II: Phone; I e2 -7 - a /06 G Architect / LC-�' � r � � Street Address: City State/ tp: / 4'v Al E �3 rd Metee Si 260 , aa/(evrrc Fax #: 4 2 c 5 &' Z ei- b Py 9 Engineer: TOO (MI V ,fie -z.. -j A-6G- g -ikke_ � Phone: 42T 1 - b°5 f Street Address. City State /Zip: 1 /l ” /2 0411 AV-e- N.. jY r Ir-k- te,A -> i fiv an(5 3 Fax it: II-5 13 1— 7 3 6oV-- Contact Pers is 9 Phone: ¢ -z5- 82- 7 -a10 Fax H: ei 0 25 6 .19 , Street Address: _ l�' City Stale /Zip: 1 r¢r s Description of work to be done (please be specific): r C rv vo ve-49\-c-ri- Existing use: ❑ Retail JIIILRestaurant ❑ Multi - family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University El Other Proposed use: • Retail fa Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other _ Building Square Feet: 1'1-1 5./ existing No. of Stories: / Area of construction (sq ft): 72-7 Will there be a change of use? ❑ yes R no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes no Existing fire protection features: U sprinklers 0 automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes a no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets ommercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TUKI _A Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: JUN 1 9 2001 Permit Number 21 5 c.FiEIHEIT & NU ARCH1IEG'I Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer II: ❑ 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 It Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous ❑ 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 follow ing the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date ap jen acre )►rrl Rio application) expire, sP /010/ Application t, en l)- (initirals) PLEASE SIGN BACK OF APPLICATION FORM 11/30/OO crperrnit.duc Szf:ri7�4a BUILDING 01 • R ! AUTHORIZED AGENT: Signature: = fit, ' ' , 'k _ , ` f C��, _ , , r ee l S �,f �i� P14 Date: g 023.0/ Print name: / f aryl, -k - 1A2,7-2, .-.., ,-• % s -ES-- Address / a 7 4 0 Alt, 3 d Ply, 2'6 0 Lrty , S tateiZ +i{ih _AtA,' `4-,c7biV APPIIcAtHONS MUST tit sUltMltttb Wit,! tilt 1OltOW!NG: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL EN I yEER CIVIL ENGINEER w. : Ry I� 'S SMALL BE A f A LEGIBLE St' LE r N[7 « NtA y TLY DRAWN t.4c, ` > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ it Complete Legil Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form 11-13). Business Declaration required (Form I-I -10)• Four (4) sets of working drawings (fft•e(5) sets for structural work), which include : ❑ A Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Properly 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, leading & service areas 5. Recycle collection location and area calculations (change of rise only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 1.• 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 frees that are located in sensitk e areas and buffer (TMC 18,45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be sa\ ed b,' si'r' and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civilisite plan information required for Public Works Review (Form H -9). ❑ • Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ U Vicinity Map showing location of site ❑ Rack Storage: if adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ U Construction details ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation fr•oni contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ® ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ • Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 - 4707. (Form H -5) ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H - 4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal IEREBY 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 1t'ASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. I11.3011111 rrpr • *************k****** * * *)k* ** * * * * * * * * * ** **** * * * * * TY ; OF' TUKWILA, ` WA :. • TRANSMIT **;*************************:******** * * * * * * * * * * * * * *. * * * * * * * * * *. * * *. RANSMIT..Number: R0101392 Amount: 858 .25 11/02/01 11 :18 ayment :Method: CHECK Notation: 'ELITE COMMERCIAL Init: KAS Permit No:.'D01 -275 Type: DEVPERM DEVELOPMENT PERMIT:. Parcel No: 262304- 9004: iteAddress :'806 SOUTHCENTER MALL Total Fees: 1,413.19 is`.Pa'yment. 858.25 Total ALL Pmts: 1,413 19 Balance: .00 *, * *; i s k *'*k** ** * ** * * ** * ***** ** ** ** ** **k* ***** * * * ***** *k * *'kk * ** ;cc Code Description Amount. 000/3:22.'100 BUILDING - NONRES 853.75 000/386..904 STATE BUILDING SURCHARGE 4.50 w ut, 0.0v. kkJlr *k *, *9i *•**kkli *: * k*, o4* 1. 5 k**• k. F* kh; l'* h * **k,Jl* *:*st*k*4.*k.Ak* *** *•+• O 1 UKY� p TRANSMIT *4i ..k; *Jr *h**Jr ilk lk *kkkk *.t fir* ot kk k **kk *A****" *ih.tik R"AP1SM•IT, iitiiber . .Rp1U111.8l • 554.94 `08/2 12..06: :.�y er+t ;Method: .CHECK Notation . a•T.AROUC1;S In it: SKS .` Dk.�JPEl�M DEl1LLOPM1 4 t Pi R't1I'T . P r cel No 2'628 - 300 e r :846,;5.':f: THc4:t�TEU M . Total Fees: 1, 408.69 ymerl •y r4 w) 4" Tot ALL Pmts 554 ' B a l a n c e : 8553'. 75 *04 * * * *"iH*** **.t*'.t**•'kk *'k* * *#• *k+4 * *cit*sl *.t•A* • ••4 * * * ** *4** fir * *It'ic *'.k * * * Accou,n b Code ; Description, Amount O00J3 ;.884 PLAN CHECK - NONRES 554.94 If . .. }•(S' � �� 7 „t .�., n.'_.t'��C GL' :i'1.�' ��' i �_.),yS•:�i:a <i.<ia.�ow{f�fi,1."..'.�iNM1ie Project: f - Type of Insp on: . ` Address�� .Y'c /9702.407 Date calledf. 4-' • , . Special instructions: Date wanted: -`: a.m. Requeste Phone: • tit4 44: ; ;;Wati*. ',kIt.tAZ.tl: ,?os. ; • 1 . 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. INSPECTION RECORD Retain a copy with permi Receipt No: Dater : . NO: (206)431 -3670" COMMENTS: 544 Atei Corrections required prior to approval.. Date:; ) //0 $47.00 REINSPECTIOFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule;reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT No., Pro' 1 CKS Ac ; : ( S. C Special instructions: Date wanted:/ Reque er: Zor Approved pe4pplicable codes. El Corrections required prior to approval CO MENTS: r 7e 7 (206)431-3670 Inspector: A 4i Aid El $47.00 REINSPECTION trREQUIRED. Prior to inSpection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • t-TA Receipt No: Date: , • . • . , ,,(4.1:44.tit.A4.114,00;rii44%44 Ufa Z Approved :per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTIO■'NO' CITY: OF.TUKWILA BUILDING DIVISION ;6300 Southcenter Blvd, #100, Tukwila, WA 98188 ,A# .Special instructions::_ Type �n ection: Date called: Date wanted 2 20-0/ a . Requester: Phone: ICOM • NTS;. e4 /.7 -5Ao/ I •,3j2i . .$47.00 REINSPECTIOP RE('UIRED. Prior to inspection, fee must be paid sat 6300,Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: \Date: Corrections required prior to approval. (206)431 -3670 f 1.. ... .lt.. f.'Yii ,., .nt..N 1.1 r..f 4,:.rxJxS: �ls.;rw Y4�.id..G{:114k::�.ir.2. hit: 4: 1.+ Y�Rt'.'.`.: i'+J: v)*' i�iiW i�.» �JK :r'L:L ^ lLL x4�.R �il:Zt4�rf��t4' �Y1ti1'C.t1�; Je.S�}lY.i�y`•" INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .Project: '541. C ress: ri Special instructions: Type of Inspectio :. Date called: • /�•"g7 Dat an o � Request Approved per applicable codes. INSPECTION RECORD Retain a copy with permit • Corrections required prior to approval.: COMMENTS: 1 , /4--v ..4r? /9(.,/ ›409 s r7 ... , 7 L e / -; -4 1 c, `1,,r1•71 5,�t 3 (d, 5 Inspector: Date: / d $47.00 REINSPECTION F REQUIRED. Prior to inspection, f m ust be , p a at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. s Receipt No: Date: (206)431 -3670 !: • , ,.. .. „ . , ......« . F.., p nt.l::: :(ii:,t:vw S�s'L;h:�iy f td'l?�i7!IF N` 4 Gy .i' •.1':.�.:, sat :�G:isS;i:r°rt,i�r�,'ra',;,'ti � INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 :Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 ::Project: G+r I!,�5 Type of Inspection: T rgvr + t n.t — -)05e Prue C Date called: dress: Special instructions: l: l Date wanted: ` a.m Requester: J P�'� Phone: Approved per applicable codes. Corrections required prior to approval: COMMENTS:.. . tenwithe t 1. ci r! rPPe, `.e rt 7 o tied Y t e r O t V' Q'e C 5WI f a'te avc r : Ca V \ ° Cc) Y' O r W cA �, N tc`4 -fit U vi `4 CA-00-C ( tr 1114 (217‘: .$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: uJ:rj6;: Y{'{il�i.':MRY �tii: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: Adress: (v / ( :Special instructions: Typ f Inspection: lcyYrrrl 96, ( Date/ Dat ant d:: / Requ Approved per applicable codes. COMMENTS: C " p C to 1 v, 443 rlr� t D GbVl I.. c rt /tLst nr c 7tr e" rolk s.o --C Sv f,pdtri Gas Mt Ot re va & - 1,0 . pr) Ae l t (hw e ers, cicrV� fro 1 itm 4 0t-t- 4rwe rd v' SUS pe ii e � ~ Ir • c '44 n te Ct y) D <Dx/at I rent / t heat �•) k -eC4 v ∎C t I a o i-d vr� � r� « � r „ � , ‘ wve er : l.vt icst (51.c Ir r i, Q Y r lt o Se`‘‘) Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: jfhh�tti +' INSPECTION RECORD Retain a copy with permit Corrections required prior.to approval: PERMIT NO' (206)431 -3670 r•.4!"a1i74.4RIL.4 W 6 UO CO 0 W =. w < I w 2 1—O Z ui U 0 O ( a )- 2U lL —O .. Z . U N Z Date called: ) 6/ ApprOved.per applicable codes. Inspector:, INSPECTION RECORD Retain a copy with permit INSPECTION NO , CITY OF TUKWILA BUILDING DIVISION Southcenter Blvd,.#100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: re>4 41rowt y\ fr- • etrOU 4v■ . \-Icit 4-261 1 I , r R,::,e,,Ar r (o f I cal, 01 it t s ex+ --1-r; ' * .ret...)■..A i : .1=1/r1...esers ,c,--ker-wl A CA \s • c7 ■Ar■PrIn ■NCA \pirac:vig 01 1 , , • • L. Y\-rio rea il 1 I 510161 cc pp ro vot I •,‘ 11 9 19_0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt NO: Date: • i , . , Preth e De of In?: _ _ . 4 I lig-thiA4c Zddress: : ...-, /..., L 0 °(17 IICTX-- Date ailed: 12... / i Special instruction ns,: ,-, ate wanted: Requester:0i // Phone: 2-A0(0S0-- S INSPECTION RECORD Retain a copy 4 permit • INSPECTIONNO. CITY OF T,6KWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 01- PERMIT NO. (206)431-3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: T3 71S S4 Inspec o Date: EINSPECTION F REQUIRED Prior to inspectio , fee must be paid at 0 Southcenter Blvd., uite 100. all to schedule reinspection. Receipt No: Date: .1 emicat4&4161ftetta0:4mt :N z4,7 1.1AN -vealtgeAts6famall ., ,,, .»4 COMM ENTS: e3- {� P a t2 ). �- 0.4Vg-P $¢7.00 REINSPECTION FE[,R QUIRED. Prior to it pection, fee must be paid;: t 6300 Southcenter Blvd./ Suit 100. Call to sched le reinspection. eceipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit ress. � l.V /j *i1! Special instructions: KE T e f Ins ion: —t,l Date called: 1 1 Date wanted:..:: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. n, Corrections: required prior to app F , ? jgct: Type of,.in p n: Address: .Date / called: „of , / * ifi- le fti Special instructions: • — , Date wanted: . i / , . p:m::: Requester' , ,.• _,,,I - ,. . - -'..,:e. ( ;,) ' I :',..,.: . . . • '‘.,•-•,.,-. ••• • • •.• • •,, INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' n Approved per applicable codes. iszCorrections required prior to approVal.s, PERMIT NO. (206)431L3670::": • _ ir) 7 /(14w2 A cle-iir,th' .4 _.2 e/2/x,41,2e0-76eve, , , fr-i)(4714//t/ re Ofteive. ›0"7 6 . 12eAt.._ ,S704 .3 e z de-Abl-A477//, ; 417? e4/9. • $47.00 REINSPE TION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . • . ••■ ..6,60.$11:1.ks".44.14.A:93,41aQ' Address: Special instructions: Approved 'per 'appl icable: codes. NSPECTION RECORD Retain a copy with permit INSPECTION NO - CITY.OF TUKWILA.BUILDING DIVISION '300 Southcenter #100, Tukwila, WA 9818 Tje of Inspection: Fiction/ i'7 Q Date c J a 2 � 11ed� f j .� Daty ntef!! j /; Requester: - Phon b oo r 5 9) -9-o2 ��ii* �."' P%' y�, S�ti: �S S: �ir� .�. "��>Sda"�. ". <::ti;�s:z: Ili }•i� ",:; +: (206)431 -3670 ' 1X,.. ,, Corrections required prior to approval. COMMENTS: Date: �� i9/ EINSPECTION EEE QUIRED. Prior o inspection, fee must be paid 00 Southcenter Blvd., Sui a 100. Call to chedule reinspection. Rece .t No: Date: 1.1 ii:; .'.r...n:'�9:r.'�'o•J•.'.�;siry Sijl.ti`.:'J.;,i:nr:�:1d r:, itrS: B; fliv>•`sLP.�'rr.i:7ui7•'�k4.74:d xMJ'" fl' ip Rka�d .fiiT�xlltit. ",:,t',A;3aI`,hA ti.kttiRA : et 'i3!ftifl T rrxiC:ik ihi' °;. Z Z . W . 6 J 00 co U) W' W I C CO .. W O: 2 g J Z C! W ZH 1--0 Z I—; n O 0 I-- W W` I - o ti; z o•I Z INSPECT! N No ITY TUKWIL OF A BUILDING D IVISION, , ►300 Soutiicenter'Blvd #1`00; Tukwila IN SPECTION RECORD Retain a copy with permit , Special instructions::: .1Wt.'9�'A�iG i�Yl :Approved per applicable codes. COMMENTS: ‘ pp y >/00:REINSPECTIO REQUIRED, , Prior to inspection, fee must be paid it 6300 Southeenter Blvd.,: Suite 100. Call:to schedule:reinspection. Receipt No: Date: ,, 7 PERMIT NO. (296)431,-3670 . Corrections required prior to approval. 9 +{ l'.�. }R•'y,. °h: s: ti'�[�'+`�= ltd' WI �ie.: a A;A'L:zSria'xkk±.}kA urr , e/ :,Ri **kAi .244. - S:a ��abrti TT1�{:t5�1� ti Ey al U O (.0 0' (.0 = C U- 0 • }} g J. rn _a • W Z � Z O 0` W u U O - 0 ▪ uj I O , Z CO ! O 1- z DEC -21 -2001 17:21 MAYES Fax MAYEES TESTING ENGINEERS TESTING ENGINEERS, INC. To: Jim Dunaway From Stuart Carter Fax: (206) 431 -3665 Pages: 6 Phone: (206) 433 -9003 Date: December 21, 2001 Re: South Center Starbucks 425 745 1737 P.01/06 Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph (425),742.9360 fax (425).745.1737 cell (206)963-7171 e-mail SCarter@Mayes Testing.com CC: Mike Pullen @ Elite Construction (1-()<) 5 l - el 0 5 sb U rgent Wiror Review ❑ Please Comment ❑ Please Reply D Please Recycle Mr. Dunaway, Attached please find copies of the structural steel and welding reports you requested via our welding inspector, Thiago Cross. After speaking with Mr. Cross, the only outstanding issue is the status of the 12/14/01 report. Specifically, this report is preliminary pending formal acceptance of changes made by the contractor. As noted in the report, these changes were verbally approved by the structural engineer of record. Based upon the reports to date, documented verbal approval by the structural engineer of record, and my conversations with the welding inspector, I see no reason for Mayes Testing Engineers to delay final approval. Please contact me at your earliest convenience and we can discuss the particulars of a final letter if required. Sincerely, Mayes Testing Engineers A ki 1 ^4^)\ hi Stuart J. Carter, P.E. Special Projects Manager 2� • : -au:J ca '9k;ti4s;s "r 81f�VW A;Y+A7b�N; DEC -21 -2001 1 ? :21 MAYES TESTING ENGINEERS, INC 11 917 134th St. SW, Suite A -1 Ph Everett, WA 98204 Fax 10029 S. Tacoma Way, Suite E -2 Ph Tacoma, WA 98299 Fax 7911 NE 33r Drive, Suite 190 Ph Portland, OR 97211 Fax INSPECTOR: Thiago Cross INSPECTOR: INSPECTOR: SITE TIME: 6 to 8 TO: SUMMARY: 425.742.9380 425.745.1737 253.584.3720 253.584.3707 503.281.7515 503.281.7579 HRS: FIRS: HRS: 1 to 4 6 MAYS TESTING ENGINEERS 425 745 1737 P.02/06 Page 1 of 3 JOB NUMBER: S1085 DATE: 12 -14 -01 PROJECT: Starbuck's Southcenter Pachometer testing PERMIT #: 70 7437 WEATHER: Sunny OWNER: Starbuck ARCH: ENGINEER: CONTR: Lite Contr. TYPE OF INSPECTION: Structural / Welding SAMPLES: On site for visual examination of welding as requested. Verified welder certifications. Reviewed drawings for weld requirements. Performed final visual weld examination of the following welds: 1) Sketch 3 Beam splice full penetration weld only with back up bars left in place. 2) Sketch 4 Beam to beam connection using '/4" fillet weld arrow side only all around. Verified two bolts at each connection snug tight. Reviewed plan detail for cope of flanges exceeds 1" dimensions established by drawing. Received verbal acceptance from E.O.R. 3) Sketch 2 Typ. Store front Entry Support final visual examinations of field welds only. 4) Sketch 2 Soffit framing support column ' /z "x5 "x8" plate FP weld to change to 1 /d" Partial penetration arrow side and 3/16" fillet other side per verbal with E.O.R. 5) Sketch 1 typical soffit framing 14 "x3 "x1/4" using %" fillet welds. All inspections limited to final visual examination only in accordance with AWS D1.1 (98) statically loaded acceptance criteria. Inspection performed on as welded condition. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Yes ❑ No ❑ Preliminary inspection IZ NONCONFORMING CONDITIONS /CORRECTIVE ACTION TAKEN: All items are acceptable so long as E.O.R. concurs with verbal changes. . f r ?iT tLt''A z av 11J O 0 u)w: w = w O = • a I— ui z I- zo ,.. w: 2 a U SO N; 10 H w w . I U Iii z H =. z VS , 1717;:7- /41/'I - Ht. /t o% i -' 4/ P41 elos - ,M J Jv 'rat* •.i - (9) D - ar 9407 9 . x 1 - (2) a►a^+ co' rte/ 91-;0>r70-717 o ' • s aL - lamb 9 90/20'd u.tv am/ so 4 7 J..60961d 0,7 '7 A theliPeCV /d t 5 leP9 3•f pi -Z tit moor ,9,4 I 0 1 f.1'l�S St t+/ VSd - Z hen .361/3e4 e"A .J64W ( ) - 5744.4% , 0 f " ova -25 ? 1 1ar4 r a , L2LT St'L Set (sf+s4'M) O/o.4 (3) a ' J k b 6 .1.14 0.4N9x, ,24 �l 9 ?"I4 ' I ) ' i , 7/J, 403r1]nc rarxiiiroKr 4101‘40b ka, o> :award W NOLDNIIr5V A'FILMS tmuillug iemaxue pus um) > I^uo: 'DNI. 590Y4 3NV)I aYisNtiOi9 N3SIr13ONV 'bat itself i'�IHV 68ZZ Oi£ ea YVA OC T TX.d In /VT /7T S833N I JN3 9N 11S31 S3X N T : LT t00Z- TZ -0311 DEC -21 -2001 17:22 MRYgS TESTING ENGINEERS 12/14/01 FRI 12:18 FAX 08 340 2288 ABKJ ANDERSEN B)ORNSTAD KANE JACOBS • INC. Consulting Civil and Muslim' Winery 5MT1Le, WawgNCt r4 ASK1•abkN•aom - V17, gacss S Cl)aj.4 - '01r CM P Wile `��iif "` 3 ;411! 2.m CA.Aa1142 - ill 425 745 1737 re) 1'0 /., ;;s $6(..1ioJ 1 � i I I C UNi r s)PP6 /'T .e ',vi 71 6:it) A Qi B P.04/06 a012 DEC -21 -2001 17:22 MAYES TESTING ENGINEERS, INC 917 134th St. SW. Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E.2 Tacoma, WA 98299 7911 NE 33 Drive, Suite 190 Portland, OR 97211 INSPECTOR: Thiago Cross INSPECTOR: MAYES TEST Ph 425.742.9380 Fax 425.745.1737 Ph 253,584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 FIRS: HRS: INSPECTOR: HRS: SITE TIME: 3 TO: 4 SUMMARY: ENGINEERS 425 745 1737 P.05/06 Page 1 of 1 NONCONFORMING CONDITIONS /CORRECTIVE ACTION TAKEN: JOB NUMBER: S1085 DATE: 12 - - PROJECT: Starbuck's Southcenter Pachometer testing PERMIT #: 70 7437 WEATHER: Sunny OWNER: Starbuck ARCH: ENGINEER: CONTR: Lite Contr. TYPE OF INSPECTION: Structural / Welding SAMPLES: On site for inspections of mechanical unit framing. Inspection revealed work in process subject to final inspection in accordance with E.O.R. requirements. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Yes ❑ No ❑ Preliminary Inspection DEC -21 -2001 17 22 MAYES TESTING ENGINEERS, INC 917 134th St. SW, Suite A.1 Everett, WA 98204 10029 S. Tacoma Way, Suite E - Tacoma, WA 98299 7911 NE 33 Drive, Suite 190 Portland, OR 97211 INSPECTOR: Thiago Cross INSPECTOR: INSPECTOR: SITE TIME: 10 Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 TO: MAYES TESTING ENGINEERS 425 745 1737 P.06/06 HRS: 2 HRS: HRS: 11 Page 1 of 1 JOB NUMBER: S1085 DATE: 12 -19-01 PROJECT: Starbuck's Southcenter Pachometer testing PERMIT #: 70 7437 WEATHER: Sunny OWNER: Starbuck ARCH: ENGINEER: CONTR: Lite Contr. TYPE OF INSPECTION: Structural / Welding SAMPLES: SUMMARY: On site for visual examination as requested by contractor. Review of detail revealed no welding or bolting required. Contractor to address inspection requirements with Tukwilla building inspector on site. No special inspection required per building inspector. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Yes ❑ No 0 Preliminary Inspection ❑ NONCONFORMING CONDITIONS /CORRECTIVE ACTION TAKEN: All items are acceptable so long as E.O.R. concurs with verbal changes. TOTAL P.06 F IXTU R E - -. _._. _...... No.... ,. – . Fee .. _. . - - -- •later Closet Baal Tub(S lower _ Co. _ t4r _ Washbasin ...____ . Log Lighter Kitchen Sink .;too Conan rsion Burper 880 O hw sher Unit Heater .__._._.._.._._.. Hot Water Tank Boiler Laundry. Washer(Tray , , .. Floor D_rair . _ ..—... - ... ,,,,. _ .. . ........ _ .. _ _ , ....... _..._ —•• Urinal Rain Leader Gas 1.09 Atmos. vac. sneaker Piller Pressure Vac. Breaker . , , ... . . _... .. _, _ _ , -__ , _ JJ IAL.OUTLETS TOTAL PERMIT Okla. Draip Extension._, _____ -- FEE -_ — M p Indirect drain Other Other T01`I(LFI TITRES TOTAL PERMIT •-- -.. __.............. FEE OUTLETS o3ee� t s� e 16. it 4,i furnace Ranee uw. C. - I 1 . Co. _ t4r _ •... �_ ...____ . Log Lighter .;too Conan rsion Burper 880 Unit Heater Boiler Clothes Dryer F rc _placc Gas 1.09 Piller Other JJ IAL.OUTLETS TOTAL PERMIT FEE Post-its Fax Note 7671 o3ee� t s� e 16. it 4,i F1em uw. C. - I Co./Dept. Co. _ Phone U Phone x Fax i Fax t DEC -21 -00 THU 09:52 AM EA�TGATE ENVIRON. HEALTH FAX NO. 60,Q. 6 1 KING COUNTY • APPLICATION FOR PLUMBING/GAS PIPING PERMIT Seattle -King County Department of Pubiio Health 14350 SE Eas'tgate Way, Bellevue, WA 98007 - 296 -4928 (Fax 296 -4919 - for inspection requests) 999 3rd Avenue, Suite 700, Seattlo, WA 98104.296.4727 (permit information only • no inspection requests) Parcel Number j 2, 2 2 I tr 506 � I Project Location Property Owner Name /� , �, Contractor Name Y` t �LOY, ` I U (, 04A, State Labor & Industries Contractor Re9istration Number Applicant Name . V (,ie RESIDENTIAL HOMEOWNER INSTALLERS: to inspection and approval of the Hoalttt Do Signature of Owner r.S 1312.11PCYWOO GAS PIPING PERMIT SCHEDULE OF WORK Base fee for 1 -4 outlets: $75.00 (non - refundable) PLUMBING PERMIT Over 4 outlets -each: 10.00 Base fee for 1 fixtures: Over 4 fixtures-each: LP. GAS O CHECK ONE. Failure to Nat- GAS 0 indicate type will result in application being returned. Commercial O Single Family ❑ Multi- Family ❑ New Construction ❑ Alteration S 1 Retrofit ❑ 1 A GCo FOR OFFIbE GNLY Permit / Permit I„ .,.. � . (ES Permit Fee .. _.... _..._ , Telephone 7 04 - ( S ecessed by Telephone `ti well -toe' $ 194q o Date 12 .r'J'`t 23.- 0o Additional Info: ,M- Telephone •. I hereby cert'fy that I am the bona ride owner of the property described above. I understand that the work is sub ect rtment and that I may not permit any other person, including a licensed plumber, to do any work under t ic permit. k " Date..,. , - $75.00 (non - refundable) $10.00 P. 01 i i.4 :��r'rtre :t is'l� :r % >k•' ... err,:: d�ll+«n�z,,.�tw�r'.r<adx�ili$ f.;i4't�;:�. ti ;;1 %. ?i :•: rg4: THU 10:37 FAX 1 206 340 2266 AI3KJ ANDERSEN BJORNSTAD KANE JAL-AS • INC. Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABK10abkj.cons PROJECT: SO ("riot Clasirafe 4"7"legsUrAeS SUBJECT: /4144ze "f HVA- wv,r w ed- kir - / 0 1-7 typt-pcmiutt, /(4..trfri,i4e0 . () I x 3/ P'/Vel)rte-- ? 0 Pw7h ic'helf H VAC ) /vtor L 3 X3e'c Y.f > * oe-A- C/trer2A7 go'vr -s 77 oN ‘, .C.,412K 2 .410g Vovr 4 PV■ t ci e Z -4 1 116,4 / 1-41/21 (dr) / r / 4tki CA/ die,4 RECOVED DEC 21 2001 BUILDING DEPARTMENT A B Ii fa 002 JOB 0 c2// 17, e) DATE 0 per, 1 0/ BY: 417 $: jOheArrt6 C7) o lin ) semeasi 2--1 no,c, 0 Akfry (Z) Z / /11,44.4- .f;-,f --. 6 - 4 1 'A?-v/t4et- Pere J e") a di veeic1 E)C1E11670/30/ 01./ 771 ce (ni+z-c, Sr /tie& cit s By Date Permit No. I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. FILE COPY REVISION NOj... Structural Calculations for the: Tukwila, WA EXPIRES 10/ — I ecember 12, 2001 Submitted To: Starbucks Coffee Company 7401 Utah Avenue South # 9970 Seattle, WA 98134 -1431 Tel: (206) 344 -7376 Fax: (206) 682 -0704 ABKJ # 01147.00 STARBUCKS COFFEE SOUTHCENTER MALL SPACE #E -584 TENANT IMPROVEMENTS By: Andersen Bjornstad Kane Jacobs, Inc. Consulting Civil and Structural Engineers 800 Fifth Avenue- Suite 3800 Seattle, WA 98104 -3103 Tel: (206)- 340 -2255 Fax: (206)- 340 -2266 „sk c 04\ ,$'4- \y,"6 ' r ". \ O c 4 �5• 4 `r� v 9 UV OF II01 AMM DEC q?1 lks 0IL LDN3 CIT O TUKWI1A DEC 1 2 2001 PERMIT CENTER Dot -275" a.fsli �ti:i�iw:✓ %ts?:1;�xi�', ?{., J:� �W 6 -J 0 O u) w . WI • U W 0 '. g J, u. Q = CJ : I- W. Z �. Z ° `, n , 10 • N • , 2 W 0 u. O _ z u) 0 ��;. z , ROOF MOUNTED HVAC UNIT FRAMING: PAGES: Structural Design Computations and Details R1 -R9 STOREFRONT FRAMING: INDEX TO COMPUTATIONS: Structural Design Computations and Details S1 -S9 SOFFIT AND FASCIA FRAMING: Structural Design Computations and Details F1 -F12 Rev: 510300 User. K•060114. Ver 5.1.3. 224un•1999, Win32 (e) 1063-90 ENERCALC Description Southcenter Starbucks General Information Steel Section : W8X13 Center Span Left Cant. Right Cant Lu : Unbraced Length Point Loads Dead Load Live Load Short Term Location Summary #1 0.700 10.000 Using: W8X13 section, Span = 20.00ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 20.00ft, LDF = 1.000 Actual Allowable Moment 4.152 k -ft 5.273 k -ft fb : Bending Stress 5.027 ksi 6.383 ksi fb /Fb 0.788:1 Shear fv : Shear Stress fv Fy Force & Stress Summary Max. M + Max.M - . Max. M @ Left Max. M @ Right Shear © Left Shear © Right Center Defl. Left Cant Defl Right Cant Dell ...Query Defl @ Reaction @ Left Reaction @ Rt Maximum 4.15 k -ft 0.48 k 0.48 k -0.216 in 0.000 in 0 000 in 0.000 ft 0.48 0.48 Fa caic'd per 1.5 -2, K'Ur > Cc Section Properties Depth Width Web Thick Flange Thickness Area W8X13 #2 7.990 in 4.000in 0.230 in 0.255 in 3.84 in2 20.00 ft 0.00 ft 0.00 ft 20.00 ft 0.480 k 0.261 ksi 0.018 : 1 «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Only a Center 0 Center A Cants (a. Cants 4.15 0.48 0.48 -0.216 0.000 0.000 0.000 0.48 0.48 Steel Beam Design Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together #3 Weight I -xx I -yy S -xx S -yy 0.000 0.000 0.000 0.000 #4 Title : Dsgnr: Description : Scope : 26.463 k 14.400 ksi -0.216 0.000 0.000 0.000 0.48 0.48 13.04 #/ft 39.60 in4 2.73 in4 9.912 in3 1.365 in3 #5 Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi #6 Beam OK Static Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) 0.000 0.000 0.000 0.000 Date: 0.000 in 0.000 in 0.000 in 0.000 in Job* k v o #7 k k k ft -0.216 in 1,108.9 : 1 1,108.9 : 1 k -ft k -ft k -ft k -ft k k k k Page 1 II 3.211 in 0.843 in 1.010 in Rev. 510300 User. KW060114, Ver 5.1.3, 22Jun•1999, Win32 (c) 1983.99 ENERCALC Steel Beam Design Page 2 Description Southcenter Starbucks Sketch & Diagram r Rmax • 0.480k Vmax ® left • 0.480k 3,7k 2011 Mmax • 4.21'•11 Dmax • •0.21ein Title : Dsgnr: Description : Scope: 11!II!i4d li'' 'Idll „1,1 ,,I 11 Ii lE110. “ III ''ill Il 111%, II I''' "Il II, �' ' I I! '91I I" II II '1 11I, i;1i� l .I i,:.!. d I II , ,'. 'I, iI ,III; "'I'11 1'!1 ,, 1 2 ... ... y.. ... 0.19 •0.29 ...._....:.. _.._.._..._ {.. .0.38 Sham :Laid (k) ! kill qhftli IRf WM 111112d31111111111111 II . C>!RR I RfiGI ( _ . ._._...._.......y- -.._._....._f 2:74 0.32 .. _ _... Rmax • OAeOk 2.91 Vmax ® 11 • 0.480k 2 :49 Be Moment (k 11 8837 1 ' { °I ! .0 .04 I I�IM4,.!� :0,06 0:09. . ....t ' .1 • ).13 0.15 ' -.. 0.1Y _ — I ... •0.19 Local y Denegion (in) 00 Date: ")2:00 ;itak — 3d:0o 1 0:06_ . ";20.09 Location Along Member (fl) • i ilf� � OIi t Loation A ong Member (Ill Job N g2 A, , 410 0 . 00 Description Southcenter Starbucks HVAC unit Supporting Girder Analysis R ev: 510300 User. KW- 000114, Ver 5.1.3, 22- Jun•1999, Win32 (e) 1903 -99 ENERCALC [General information i Steel Section : W16X31 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads DL LL ST Start Location End Location Point Loads #1 Dead Load 0.700 Live Load Short Term Location 12.000 Summary #1 0.600 0.600 i Using: W16X31 section, Span = 24. End Fixity = Pinned - Pinned, Lu = 0 Moment fb : Bending Stress fb /Fb Shear fv : Shear Stress fv /Fv Force & Stress Summary Maximum 92.83 k -ft Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left 15.12 k Shear @ Right 15.12 k Center Defl. -0.877 in Left Cant Defl 0.000 in Right Cant Defl 0.000 in ,..Query Defl @ 0.000 ft Reaction @ Left 15.12 Reaction @ Rt 15.12 Fa caic'd per 1.5 -1, K'Ur < Cc Section Properties W16X31 Depth Width Web Thick Flange Thickness Area 15.880 in 5.525in 0.275 in 0.440 in 9.12 in2 24.00 ft 0.00 ft 0.00 ft 0.00 ft #2 #3 #2 #3 OOft, Fy = 36.0ksi .00ft, LDF = 1.000 Actual 92.830 k -ft 23.586 ksi 0.993 : 1 15.122 k 3.463 ksi 0.240 : 1 -0.465 0.000 0.000 0.000 7.92 7.92 Steel Beam Design Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements 1 Fy 36.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Weight I -xx I-YY S -xx S -yy -0.877 0.000 0.000 Title : Dsgnr: Description : Scope : #4 #5 #6 #4 #5 #6 Allowable 93.514 k -ft 23.760 ksi 62.885 k 14.400 ksi -0.877 0.000 0.000 15.12 15.12 15.12 15.12 30.98 #/ft 375.00 1n4 12.40 in4 47.229 in3 4.489 in3 Max. Deflection Length /DL Defl Length /(DL +LL Defl) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 in r -xx r-yy Rt Date: 0.000 in 0.000 in 0.000 in Job # #7 k/ft k/ft k/ft ft ft #7 k k k ft Beam OK Static Load Case Governs Stress «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Only , ( Center (M Center (D. Cants P. Cants 49.63 92.83 k -ft k -ft k -ft k -ft 7.92 15.12 k 7.92 15.12 k k k -0.877 in 619.2 : 1 328.4 : 1 6.412 in 1.166 in 1.390 in Page r .maea.VVi.mr raM ,+ �,,F�'ar 9:. %;a��4,4tai h'i:4 -t ?2: RLk ev: 510300 User: KW.oe0114, Vet 5.1.3. 22- Jun.1999, Win32 (c) 1903.99 ENERCALC Steel Beam Design Page 2 II Description Southcenter Starbucks HVAC unit Supporting Girder Analysis !Sketch & Diagram r Rmax • 15.122k Vmax a lee • 15.122k 1.2 i 1; - t i .,..,.. • .. ' .,_ s . + _ ,_ 1 .. +; _ t .. + . + . f _ +; .�.. ` f_,.. +./..i � � , ► t ; 1.2k,ft 2411 Mme* • 92.11101 Omsk • .0.e77in Title : Dsgnr: Description : Scope : 1___ -_ 4__444;. I . .........._... _ ...............:. :9.00 - ... l ... I • Shear Load (k) Location Along Member (11) ii rl "¢1:.I�4 X1,10 13.4!3.._ 7 ,19.21) — ._ m1 RV 1 )2.83 ... _44 6].55 , ,14 • I 01.9! Rmax • 15.122k 5170 ■ Vmax ®it• 7.11 21.e5 16.57,�I ilq f� pp ti "� � iR1r M emelli Be (k if d.O Q! 9 i1;N�i u L im1 •0.]5" -0A4 .0.01 Local Defedlon 'In) Date: Job* Riy; 2 :4o 4:80 ' ; 7:20 ti:eo • .. ;14:10 ` • $o.eo .... hti3o - @f&f - 12119 ,, " I . ! I "i 1 111:11,1.111;11 .111 11., 1'I .11111'111II i ;; ' ",'I I I'' , . ' ' .I 1 I III 1E111l i Mil. I ��tl� 1111 114'11114111 1 111111111 1' I� j, 111'11411111 1;1111 II I i II I. 111111 I 1r I' Lou • . ) 1111411 I tI � 1 � 1 � � I , lF.51 1 �hI 111 � I X11 . I I�iI1u1I II 'VII' , ih�I .; 1,1 '1,1 it II 11 pl. .1,. ; r, p 11111111111 . 111l0011 ltM IIIII I' Nil Iii I 111 l ' ! '1411 It MI k 1' „II111l', �III 1 i +'` Si II 1 1111111( 111;: 1 I 4441 0 1.1 1, 1 1 11411 JIIII 11. 11 NA; 11.11 - -Ti Location Along Member (fl) li• 1 . I Oar — 14.o° .00 ANDERSEN BJORNSTAD KANE JA • INC. Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABKj®abkj.com PROJECT: SO 07 /10 C-/V ,n SUBJECT: ...CIA R V Ch S PEG bs1/hicP /h au ,v Cv/2e G eon J>ni /< i A? /✓H Mot, EX /.Si?•-' 4 5 ' f " 7' 8 C./ _rip ucii1 4 Co,') Grf SL- FX /.t 771 6 GR4 1214 C_ 0- 5 eN - CYO J fJ L (, 'D fi rive L y La C4 ES /.S TING r ,Ei'Lj :: J 7" P,' /Q7 7D C v7QC- ,c30E' /L. c./ N G N o /: 4 L. o GA{ izz: /S7? nl lJ 7/L /7i�-f Can//�U/7"f , �i�i, - E PR/ ay ef-t, n J z _Cij U C7? e . JOB # 0 / 1 1-7 D G DATE /5 A/ BY: 2$ ,71.4-/J '- SHEET # R5/R 9 fll D TI'; • /wG o t / -) o v,•Jnao PL N GO2e Z: Ll..eb I1 0 L E; "CL2 T Y/. 60T' -s , Z ?/i /A/ 72/4.-') z 2g o C - /1 6 /"r Ta 7/ A ©J B N )r\/ k vA - UNIT 1042# ?bTA fr 9/41 PROJECT: SUBJECT: ANDERSEN BJORNSTAD KANE JA `"3S • INC. Consuming Civil and Structural Engineers SEATTLE, WASHINGTON ABKj @abkj.com $t) V 'T'1 Cr/vT�?Q /27,41..-L- S ieu Gke-I — 5g TV Nt. w ee w 9 xf3A3(. 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X/S 34' -5-rer.v / 4 5'6 3 C. 1 ANDERSEN BJORNSTAD KANE JAr • INC. Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABK1 abkj.com rn PROJECT:.:rD VTLfG&Vl a ST1tYQ8 SUBJECT: Sot ,i 0 i f ir/ 6 / (-j L/ a t r 6.a eox hiatitia,re 110/12p4 • S e T .. /120 I b • (49.43) �f . CV .A : a s 5,/z6 d = /D 4 ‘7, es! cocl /000o C �IIZ� 0. ell I X2 71. W S (21 C /o" k / 6 cA .70/ ' 'r41, JOB # d// 17.. Q � 0 DATE / Z Ore/ / 0/ BY: P. d��Ir' "uIDNSHEET k .l'c) 0 (147 - �- Erif h #4. 0-) C • 2.,s- r , -3 A ©J B Ie*X /G CA ,201ai Rev; 510300 User. KW0E0114. Ver 5.1,7.22•Jun•1990, WIn72 (e) 10E349 ENERCALC Description Design Support Member for Suspended Ceiling over Counter -- Southcenter Starbucks _ General Information Steel Section : W6X9 Center Span Left Cant. Right Cant Lu : Unbraced Length [Distributed Loads #1 0.150 0.075 DL LL ST Start Location End Location 13.000 Summary 13.00 ft 0.00 ft 0.00 ft 13.00 ft #2 #3 Using: W6X9 section, Span = 13.00ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 13.00ft, LDF = 1.000 Actual Moment 4.945 k -ft fb : Bending Stress 10.675 ksi fb / Fb 0.967: 1 Shear fv : Shear Stress fv / Fv Force & Stress Summary .4.r Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Section Properties Depth Width Web Thick Flange Thickness Area Maximum 4.95 k -ft 1.52 k 1.52 k -0.316 in 0.000 in 0.000 in 0.000 ft Reaction @ Left 1.52 Reaction @ Rt 1.52 Fa calc'd per 1.5 -2, K *L/r > Cc W6X9 5.900 in 3.940in 0.170 in 0.215 in 2.68 in2 1.522 k 1.517 ksi 0.105 : 1 «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Only O. Center ( Center t Cants t Cants 3.36 4.95 k -ft k -ft k -ft k -ft 1.03 1.52 k 1.03 1.52 k -0.215 0.000 0.000 0.000 1.03 1.03 Weight I -xx I -yy S -xx S -yy Steel Beam Design Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Scope : #4 #5 #6 Allowable 5.117 k -ft 11.044 ksi 14.443 k 14.400 ksi -0.316 0.000 0.000 Title : Dsgnr: Description : -0.316 0.000 0.000 0.000 0.000 0.000 1.52 1.52 1.52 1.52 9.10 #/ft 16,40 in4 2.19 in4 5.559 in3 1.112 in3 0.000 0.000 0.000 r -xx r -yy Rt Date: Max. Deflection Length /DL Defl Length /(DL +LL Defl) 0.000 in 0.000 in 0.000 in 0.000 in Job # #7 k/ft k/ft k/ft ft ft k k Fle/P/ 2 -0.316 in 725.7 : 1 493.2 : 1 2.474 in 0.904 in 1.030 in Page 1 Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements II Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Beam OK Static Load Case Governs Stress j , Description Title : Dsgnr: Description : Scope : Rev; 510300 User NW) -0601 t4, Ver 5.1.3. 22- Jun -1999, W1n32 (c) 1983.99 ENERCALC Steel Beam Design Page 2 Design Support Member for Suspended Ceiling over Counter -- Southcenter Starbucks Sketch & Diagram r 6. 1w�1 i i 1 �ti i i i i 1 t t t t i; I i lf iTgi i..'T Ti..'..il 0.22501 Rmax - 1.522k Vmax ® left - 1.522k 138 Mmex - 4.90 -It Dmex = •0.3161n III1 III 1 11111111111111111111 111111 ' 1 1 1 1 II 1 1:9 ' 1 ' 1! li 1!11 1 ! 11)1,1iI.i:'11 1111111 Ilk 'I -0.80 :0:91 _... _..� ...... .t ...._.... t i - Shear Load (0) Location Along Member (n) • 4.45 _._... ___._.._._._! ...._.._ a : 96 :4t3 ........._ ... 71.1 ,LII Berm.. mOMen (k-ft T. I !I 1 1 I :909 -0.13 ;ale 0.10 .9.22 1.39' - 290 .90 5:20 ...... 9..50 . Date: y:e0 1111 036 -- 4o740 - - 11".16 - 13.00 h . ..____._. i Job* F S /Fi Local'y' Deflection (In) Local on A ono Member (111 PI I II R g 1111 I 111111 1111, 0113.00 Rev: 510300 User: KW060114, Ver 5.1.3 : 22.1un•1999, Win32 (c) 1911349 ENERCALC Description Check Steel Beam over Counter -- Southcenter Starbucks General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W12X14 Center Span Left Cant, Right Cant Lu : Unbraced Length Distributed Loads DL LL ST Start Location End Location Dead Load Live Load Short Term Location L Summary #1 0.150 0.150 #1 0.640 0.320 3.000 Using: W12X14 section, Span = 24, End Fixity = Pinned - Pinned, Lu = 0 Moment fb : Bending Stress fb /Fb Shear fv : Shear Stress fv /Fv !Force & Stress Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Reaction @ Left Reaction @ Rt Fa calc'd per 1.5 -1, Depth Width Web Thick Flange Thickness Area Maximum 24.08 k -ft 4.61 k 3.89 k -0.981 in 0.000 in 0.000 in 4.61 3.89 K "Ur < Cc #2 #3 #2 11.910 in 3.970 in 0.200 in 0.225 in 4.16 in2 24.00 ft 0.00 ft 0.00 ft 0.00 ft 00ft, Fy = 36.0ksi .00ft, LDF = 1.000 Actual 24.080 k -ft 19.422 ksi 0.817 : 1 4.610 k 1.935 ksi 0.134 : 1 « -- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Only a Center (a? Center a Cants Cants 12.80 24.08 2.53 2.05 -0.522 0,000 0.000 0.000 ft 0.000 2.53 2.05 Steel Beam Design Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together #3 Section Properties W12X14 Weight I -xx I S -)x S -yy 4.61 3.89 -0,981 0.000 0.000 4.61 3.89 #4 Allowable 29.459 k -ft 23.760 ksi Title : Dsgnr: Description : Scope : 34.301 k 14.400 ksi -0.981 0.000 0.000 4.61 3.89 14.13 #/ft 88.60 in4 2.36 in4 14.878 in3 1.189 in3 #5 Date: Fy Load Duration Factor Elastic Modulus #4 #5 #6 Max. Deflection Length /DL Defl Length /(DL +LL Defl) 0.000 0.000 0.000 0.000 0.000 0.000 r -xx r -yy Rt #6 Page 36.00ksi 1.00 29,000.0 ksi Job # J" /T/Z #7 k/ft k/ft k/ft ft ft #7 k k k ft Beam OK Static Load Case Governs Stress k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k -0.981 in 551.3 : 1 293.6 : 1 4.615 in 0.753 in 0.950 in Z U ' O 0 t CO O CO i F N LL W0 • Q IH al Z F „!. F- 0 Z F- W W '0 H; W W' al 0 co, 0• Z r ' fr.96k 0.3144 il"; '#"■-; 1 l i4 T 1 '.1 11 "1 1 0 . 3 kin Title: Dsgnr: Description: Scope : Description Check Steel Beam over Counter-- Southcenter Starbucks 1 ..._ Rev: 510300 User. KW-060114, Ver 5.1.3, 22-Jurt-1999, Wln32 (c) 1983-99 ENERCALC Steel Beam Design Page j Sketch & Diagram 2.40 4.80 jr.20 4.0 zoo 14.40 18.60 1 -I 01 1 11 I - 1111111iilitilm,„. ... :."'"" 1,11'1,11!1 ' li l'' II III:1111' 1 1:.11 ' IIIIII' 11 A -2.32 , I . 1.. 2411 . I J). Shear Load (k) 13.09 .. 14:be 1. 4.5o t:lo ..._t_. !I L ' °cation A ong Member (ft) - . -- (Air -- ICAO — — ;111:20 — " — 11:0 --- '24.00 Mmax 24.1101 Dmax x -0.981In 19.26 I i fl u,,111 ; Rmax x 4.610k ... - . Rmax x 3.890k : ... 1 — ' t I, 1 I, q I 111, , ...' I 1 1 1 , Vmax el left x 4.610k Vmax a rt x 3.890k , —..—... .. . 2.04 I 1 0 id 1 11 I II i, I 111 11 11 1 I 11.82 11 f.4 Be Momen ( ft c 1 1111 i " a alma 1 i .1 :ow- -• H 1 ill 1 10HIN gillE11 0,59 11111111•1; :0:69 . •------- 1— 11 „ ,.. ;1 B 11 {11,k I ' „..... hr, Local ''''''''' Date: Loca Ion A ong Member (ft) Job # Loca on A ong ern le 1 till i ' 00 ta u I 118111C111111E - III 1 f RLk ev: 510300 User. KW000114, Ver 5.1.3.22Jun•1099, WIn32 (c) 198349 ENERCALC Steel Beam Design Page 1 Description [General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W14X22 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads DL LL ST Start Location End Location Point Loads • Dead Load Live Load Short Term Location #1 0.150 0,150 #1 1.000 0.500 3.000 ,J 24.000 Using: W14X22 section, Span = 24. End Fixity = Pinned - Pinned, Lu = 0 Moment fb : Bending Stress fb /Fb Shear fv : Shear Stress fv /Fv Depth Width Web Thick Flange Thickness Area Check Steel Beam over Counter -- Southcenter Starbucks Maximum 25.49 k -ft Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left 5.18 k Shear @ Right 4.05 k Center Defl. -0.464 in Left Cant Defl 0.000 in Right Cant Defl 0.000 in ...Query Defl @ 0.000 ft Reaction @ Left 5,18 Reaction @ Rt 4.05 Fa calc'd per 1.5 -1, K "Ur < Cc Section Properties W14X22 24.00 ft 0.00 ft 0.00 ft 0.00 ft #2 #2 13.740 in 5.000in 0.230 in 0.335 in 6.49 in2 5.177 k 1.638 ksi 0.114 : 1 2.94 2.19 -0.254 0.000 0.000 0.000 2.94 2.19 Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #3 OOft, Fy = 36.0ksi .00ft, LDF = 1.000 Actual 25.492 k -ft 10.561 ksi 0.444 : 1 Weight I -xx I -yy S -xx S -yy Allowable 57.354 k -ft 23.760 ksi 5.18 4.05 -0.464 0.000 0.000 45.507 k 14.400 ksi 5.18 4.05 #4 #4 Title : Dsgnr: Description : Scope : -0.464 0.000 0.000 5.18 4.05 22.04 #/ft 199.00 in4 7.00 in4 28.967 in3 2.800 in3 #5 #5 Fy Load Duration Factor Elastic Modulus 0.000 0.000 0.000 r -xx r -yy Rt #6 #6 Date: 36.00 ksi 1.00 29,000.0 ksi Beam OK Static Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) #7 #7 k k k ft Force & Stress Summary « -- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Only e Center O. Center O. Cants a t Cants 13.93 25.49 0.000 0.000 0.000 k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in Job # POP / Z k k k/ft k/ft k/ft ft ft -0.464 in 1,132.6 : 1 620.5 : 1 5.537 in 1.039 in 1.250 in ,:••• ;• f• • .•••• . • , , Rev: 510300 User KW-080114, Ver 5.1.3, 22,1un-1999, W1n32 (c) 1983-99 ENERCALC Steel Beam Design Page 2 Description Check Steel Beam over Counter-- Southcenter Starbucks Sketch & Diagram t.514 "444= 11 UTI 1 11111 1 11 / 0 Rosa • 5,177k Vmax left • 5.177k 2411 Mmax • 25.5k-ft Dmax • -0.4841n 1 .2.01 .3.02 Shear Load (Ii) id - -- if 94 1 • I 0.39 • 7:84 15.30 limas • 4.052k 12.75 Vmax a II • 4.052k 1020 4 Ben Title : Dsgnr: Description : Scope : - - - 1.40 -- - - !1 . .60 . - - .. ;t:k0 - --- - 12.60 ---- 4.46 ' ja:eii - - ii CZ' "- - 3 file t . .i. n, 01 4,1 foov 0.4 •0.19 0.32 0.42 Local y' DeflectIon (In) i ' hil l 1 L. Date: -Num% Job # 1 • Location Along Member (ft) -- „74, 474d ' - N.00 11 I ..1 I: I S ' • I • l HI .1 lil IUIIIH NB MR 1 1 1 11/ 1 Moment (k ft) IJIIiII[H ' 11111111!: 8 1 1 : 11111111:1 iiii 17 1 11111 01,11111 11 11111li ItJIIIH 101 11111 I 11. LI I 4I1 III „ I Nation A. li member (It) Location Along ember (ft) 4.00 re 6 = 00 . ILI I. ._J CO u . w z 1— 0 z . i0 IL :I 5, z? co . 0 .1— i z. iv 1 ,„„„ L ut i BOX He ' Ptitv vv x'9 fr owiw )(wl 'ftraeic7 GE/ •■•••••• (E) 1/1//‘ X 5 ro)Q,' u 7 mil 1- W 5 w 6 4 9 it- D vo) ogrig. rbr se-obv stiosiviv 124.0432 :12 4 0 5usPrz or-) kti po te4 vre -1- L 6 cfrilw- B 1 tN N U1 k 1 r 1- / A L R ow= ,,QA M/ G PL ,4,./ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ■•• 0 ANDERSEN BJORNSTAD KANE JIA BS • INC. Consulting Civil and Structural Engineers bkAri Pee Flfi� L 4x3x 1 i € IGi "a.4 ;tviT, S, 're vivo 3 s/ 7 S 7 - 4 e 6 ''a C t fHV v SEATTLE, WASHINGTON ABKI ®abkj.com f4 4A IL 3 vv/ 2. 8 s1aif e) " e- l 6 "d." Cif L PROJECT: So VTRc&M1a2 tW p'c f SUBJECT: C Ea- Iry G �r ry II► 4'' - 2 I. a rt Vtt,R S —S Pty H Mit el 1 ki w, No7E .J ,/beck D "6J ,a?? /rvf 0, NOT /VDT, >`eGi A ©i B JOB# d / /?7. CO DATE Zi8 No V'O/ BY: p•t .76# /4VSHEET / / / Sa, F/T F-7-2 G - s-ospE vDe-i) / 4 B0777 9t) ,t f[^N 6i toy, n/ x /b" w/ (71 - s/g "DIA t�o�rr ervd PLATS w /( - $ 79 ` ABQc2 I! 2 l8' CA J / 6 If 0.E. 9Y ANDERSEN BJORNSTAD KANE +PJBS • INC. .C ;jilting Civil and Structural Engineers SEATTLE, WASHINGTON ABKJ®abkl.com PROJECT: SUBJECT: A ' / z ' 8 ' - - 0A 4 FP, 'i? !4 it h 148 o" /se-0 •F.4( ..r/ GE) X4e e41. J(A (E) ( vrr v #s � ,4Ap Sd u '41 •I C sx4ze 4(; c ie-.1 6 EP-AY), r/ a 3 W 5 -" 3Y1 « r + PI (t) P44 0-I wow. . 1 ' 'fz )0 5 ",x / / '/ 1 ' `^/ Z- "PA ,4325 00 J A ©i B JOB # // , pO DATE 3 d /V O V t4' BY: i/ S. ,„TOk fJbow SHEET # � l Z fr! fs " w/ 2- 04)(4 4 3t a c\-rr C/z C 41d, r sue_ PeA 7b foci a (31- • e..j,a6 ,..r cal vv441. c- tile; ( - % N 7 x cev6?1 1.46 oe () S it Sa,'?; Ar C.' t. .kjwJ 6 er/2414- 1/4 0" 6AJ e w' ( - % " PM ,4 t; 14A: 4V M c 'W ' -¢" /.-t7o Co-" �M 4 r , 7/1.)si '! " 7 " I'ft Stir rxfrrmpvG so 4# c vm.v ..., %�4r'i,�j 1i1GS :s'�,2i:�if� »•'.-e7i'.C�ilr, f;s:i.��:.�- d55.�.=�ti�x k�y1a.••. �. �: use a t �.r..s?�: � ^' +�i".��t%.K.t: �.. �.3='. F3l'ta^Ja•t*,�.�ci5 f X'tur: wii�'.ri+�ii.5?sa.Gn �'�`uh 'a:�++..'�,:�:`i':✓ /.:f. wYx•f,.� l "�a ACTIVITY NUMBER: D01 -275 - PROJECT NAME: STARBUCKS COFFEE SITE ADDRESS: 806 SOUTHCENTER MALL _ Original Plan Submittal Response to Correction Letter # DATE: 12 -12 -01 Response to Incomplete Letter # • X Revision# 1 After Permit Is Issu DEPARTMENTS: Buildin 'b'vision ikw (, 1241101 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I --/ TUES /THURS ROUT NG: Please Route REVIEWER'S INITIALS: Approved \PRROUTE,DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Comments: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions n Planning Division DUE DATE: 12 -1 3-01 Not Applicable No further Review Required DUE DATE 01 -10 -02 Not Approved (attach comments) Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Coordinator At DATE: F I DATE: DUE DATE I I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -275 PROJECT NAME: STARBUCKS COFFEE SITE ADDRESS: 806 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # DATE: 12 -12 -01 Response to Incomplete Letter # X Revision # 1 After Permit Is Issud DEPARTMENTS: Building Division Public Works Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIA LS: Structural Review Required CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: \ PRROUTE.DOC 5/99 //���� 1/t - ,, (_A-r pe )l t ; Complete JX Incomplete n Not Applicable di � - Comments: t'S �jceiGL( 14!j pec-- � d y t c Vt. TUES /THURS ROUTI: n Planning Division Permit Coordinator DUE DATE: 12-1 3-01 No further Review Required DATE: DUE DATE 01 -10 -02 Approved with Conditions) Not Approved (attach com ents) DATE: 12 t3 0/ DUE DATE Not Approved (attach comments) DATE: �5 I .ti+aiwS�tid6Ji,*.t .fir ✓�.wl�d` +ai4c. al.,?+ ituiu ..M }ar.::6s.i�,li:`,':�id. w ' QQ • � JU O 0 ' N w J F- U1 J v_ ? = W Z � F- O Z F- LU w U � .0 N ` Iw U ; W Z ; • - O F". z ACTIVITY NUMBER: D01 - 275 PROJECT NAME: STARBUCKS COFFEE COMPANY SITE ADDRESS: 806 SOUTHCENTER MALL XX Original Plan Submittal Response to Correction Letter # DATE: 8 -28 -01 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Builcl'(n`g I !vision AUX. a .1oo/ Public Works — - - wLa. �- 13 -•t DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: CORRECTION DETERMINATION: I .I PLAN P ERMIT VW /ROUTING SLIP Fir revention Structural Incomplete Structural Review Required Approved with Conditions Approved with Conditions VI w REVIEWER'S INITIALS: Planning Division $.V•0 Permit Coordinator DUE DATE: 8-30-01 Not Applicable ri No further Review Required DATE: DUE DATE 09 -27 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: S'�i ?Ja �J R'SS ?d .l 3:re; G�,; «l +f. e . = rFd+ dl: i' r: i�. k".. �ir?i ?U:i'.i'�x'�'�idf•;.'t':I::. ACTIVITY NUMBER: D01 -275 DATE: 8 -28 -01 PROJECT NAME: STARBUCKS COFFEE COMPANY SITE ADDRESS: 806 SOUTHCENTER MALL `XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter .# Revision # After Permit Is Issued DEPARTMENTS: Building Division Fire Prevention Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions ( REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Incomplete Structu I Required Approved with Conditions Planning Division Permit Coordinator DUE DATE: 8-30-01 Not Applicable Comments: REVIEWER'S INITIALS: REVIEWER'S INITIALS: No further Review Required DATE: DUE DATE 09 -27 -01 Not Approved (attacr corn ents) DATE: DUE DATE Not Approved (attach comments) DATE: I PERMIT NO.:7Z I 111 2 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 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /All Types 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ : 1815 Lighting and Controls 0900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 1400 Final -Fire 01700 Final- Building 1900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special - Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: CONDITIONS 4 0001 • No changes to plans unless approved by Bldg Div 0010 Special inspection required, notify Bldg Div ❑ 0011 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 backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be 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 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected `J 0027 Validity of Permit 0028 Rack storage requires separate permit 0003 Electrical permits obtained through L & I 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 O will be required for this permit ❑ 0039 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 ,x(1005 All permits, insp records & approved plans available //❑ 1006 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 WABO 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 Health Dept. "Obtain required inspections from appropriate water & sewer districts" "Fuel burning appliances "Appliances, which generate...." "Water heater shall be anchored...." " Reroof' Permit Tech: Plan Reviewer: -63/ CgaCe Date: g 3 p • v {i1'�::.x�.;.l!3ytA ✓ wxr!:S�t7��' ihIIa ^�: %d'4Si; s.041' ati )Akteirl9ilit 44:40, itlINY4.'4:RUdnk:il i9iF ' iti::tdriAs.(.'C"1�* f;;3g1 1 ACTIVITY NUMBER: D01 -275 DATE: 8 -28 -01 PROJECT NAME: STARBUCKS COFFEE COMPANY SITE ADDRESS: 806 SOUTHCENTER MALL XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) \PRROUTE.DOC 5/99 CORRECTION DETERMINATION: Approved n PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required Approved p v with Condition REVIEWER'S INITIALS: SIC Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8-30-01 Not Applicable No further Review Required DUE DATE 09 -27 -01 Not Approved (attach comments) DATE: ( DATE: DUE DATE DATE: .. �F1�; 3�i?7a4. fi) Pe�rc�ie�r'. L? tl. hd•!» rr3 .�'t3fl.�;i:iN.�:�ryrb',SF�'.' �.�Y;'iR;�r;,::�i:i�La� {: i+. ih�iii :k�;'t*ni',a;'cU mo w. 6 -J C.) O 0 : 0 : u? w, w Z s J I— CO L w0 g LL = ! N d = ;. Z O : Z � D o co C1 w W :. H V`. u. t — O W Z U N: O •f- Z ACTIVITY NUMBER: D01 -275 DATE: 8 -28 -01 PROJECT NAME: STARBUCKS COFFEE COMPANY SITE ADDRESS: 806 SOUTHCENTER MALL XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural Structural Review Required Approved with Conditions Incomplete ri Not Applicable REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8-30-01 No further Review Required DATE: '' O, DUE DATE 09 -27 -01 Approved with Conditions n Not Approved (attach comments) Not Approved (attach comments) DATE: DUE DATE DATE: : -• ;.; ,.�. w., i,. a t t w:. t;:xcE stud .:i.+L.&wlwi,itikA4'.n?G.J!.1t t;R.•kbk ihu- .z:,...v, ucs. »`,C7d ~ . w oc 2 3 U0 . • uj w . J N LL: W 0 g u_ � Z F, 0 " z � uj w n o 0 — o I- . I I . H- LL �" - 0 • 111 z 0 ▪ 1- Z ACTIVITY NUMBER: PROJECT NAME: STARBUCKS COFFEE COMPANY SITE ADDRESS: 806 SOUTHCENTER MALL XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments:C. PLAN REVIEW /ROUTING SLIP Structural Incomplete 1 /, QAs jvA fr 1/ TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: OR CORRECTIONS: (ten days) Fire Prevention Approved n Approved with Conditions Ti Not Approved (attach comments) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 D01 -275 DATE: 8 -28 -01 Planning Division Permit Coordinator DUE DATE: 8-30-01 Not Applicable No further Review Required DATE: 09.13,D/ DUE DATE 09 -27 -01 DATE: DUE DATE Not Approved (attach comments) DATE: 3,0( , 01 , .a .k,,...414:1,. Sep -13 -01 O3:46P Freih t & Ho Architects, 425 -)R28 -6899 P.01 1;1:':•1- - °i l�I,� . re .. ,'f:ix'. a Eft" rrr „ ; faati 10940 h it” 1.. FAX TRANSMITTAL 206,431.3665 DATE: TO: ATTN: RE: SEPTEMBER 13, 2001 CITY OF TUKWILA JILL MOSQUEDA STARBUCKS SOUTHCENTER MALL D01 -275 PROJECT NUMBER: 01.321 NUMBER OF PAGES: (INCLUDING COVER) WE ARE SENDING YOU: LETTER & MENU THESE ARE TRANSMITTED: Feel free to call if you have any questions or need additional information; Sincerely, FREIHEIT HO ARCHITECTS, INC., P.S. Amanda Oberg Associate CC: • File FuTransmini,doc FOR YOUR APPROVAL FOR YOUR USE AND INFORMATION AS REQUESTED FOR REVIEW AND COMMENT EIT & HO CTS, INC., P.S. UE, WA 98004 P :425.827.2100 F:425.828.6899 (IF INFORMATION IS NOT RECEIVED AS INDICATED, KINDLY NOTIFY US AT ONCE.) H W s co w= W tea: ._' f H =` Z . 1- O Z F- W W: 2 Di {o . U LL z U NI O•~; z . Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and/or shower 4 2 Dental units or lavatory 1 1 ' Dishwasher 4 2 Drinking fountain (each head) 1 1 Hose bibb or sill cock 5 3 Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 2 9— Sink, clinic, flushing 10 10 - I Sink, kitchen 4 2 Sink, other 4 2 Sink wash, circle spray 4 4 i j Urinal, flush tank 3 3 Urinal, pedestal 10 10 Urinal, wall or stall '5 5 Water closet tank 5 3 Water closet, flush valve • 10 6 Total Fixture Units 3 Non-Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. KING COUNTY This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684 -1740. (Please print or type) Owner's Name `plc -Y\O l3 C----S C, fa • Property Tax ID # ZZE7.1 a(5C. 12...seact -o flop° (Last, First. Middle Initial) Building Name (if applicable) Sole. c e c .4-c rr NW_ Party to be Billed (if different from owner) Property Legal Address: Subdivision Name Lot # Subdiv. # Block # Party's Mailing Address: (if different from property address) Property Street Address (.75 40 l 1 ) 1 t 5 -- 564t city, State, Zip 1 U-W C JC:t. f WA C fj ty U j Owner's Phone Number (*p ) - 3(e ) - I ci 7 or Property Contact Phone # ) , Owner's Mailing Address: (if different from above) c City or Sewer District _ - . . kt • b e r - Date of Connection _ + _ • t Side Sewer Permit # "DO 1 - a� 7 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 1058 (Rev. 11/96) Iw A' 92134 ,I 5 RCE White - King County B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons/day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 ACE Total Discharge (gaVday) 187 RCE C. Total Residential Customer Equivalents: (add A & B) A B RCE I certify that the information given that the capacity charge levied information and any deviation will corrected data for determination charge. Signature of Own Representative Print Name of Owner/ Representative Date 91/ 12 t`? Yellow - Local Sewer Agency Pink - Sewer CustnrnAr .n :,X.. .: ism. L # , } 4 h. 1 0TI . 9 l'✓. ' is correct. I understand will be based on this require resubmission of of a revised capacity DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST . # EXP . DATE CC011 ELITECCO20CD 02/06/2002 EFFECTI•VE: DATE' . 02/04/19.98 ELITE • COMMERCIAL CONTRACTING 274 SW 43RD ST RENTON WA 98055 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE.QUALITY OF THE DOCUMENT. Revision No. 1 Date ; Received Staff Initials Date Staff Issued Initials 1 Staff Initials Summary of Revision: Received By: _ Summary of Revision: Received By: Revision No. • Date Received Staff Initials Date Issued I I Staff Initials Summary of Revision: Received By: _ Summary of Revision: • Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials • Summary of Revision: Received By: _ Revision No. -m Date Received i Staff Staff Date 1 Initials Issued Initials Summary of Revision: Received By: PROJECT NAME: ■14 Cd fF� 'bite Address: ROG. S i;e- rrvcevrt //k/z1.--- Original Issue Date: l / -t -D/ Summary of Revision: REVISION LOG P ERM'.7 NO:. A /-2 Revision Date I Staff Date II - Staff No. I Received Initials + Issued I Initials /.2 -42 D/ I eToer I 42 - S,e jT e. c LGS — a- c. $ a.us Received By: (please print) (please print) (please print) (please print) i please print City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12 //Z /0 / Plan Check/Permit Number: DO / - Z 7 5 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued Project Name: 5# W 7u c/Z 5 Core / F —s � `l /Temp, f- r.,,nPwreyrQ -z lS Project Address: e‹ �� TyffJLL Contact Person: /t'/9 08-e" Phone Number: 'S" ��7 = Summary of Revision: 5 ircA (e / C C c(4 ( a-* vv15 (2_ 12 _0 C Z Gd 'pre$) j< Entered in Sierra on RECEIVED CITY OF TIJKWILA DEC 122001 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 08/30/00 RA441,- 2'YsYUOtli 41'4 *.Dar.V.i,f6V APPROVAL STAMPS: GENERAL NOTES: LEGAL DESCRIPTION: PROJECT INFORMATION: /� Q �` � �'� ,- V 1 l /% r)�) ! ; * �1> 11 O( _ �i_ � O ��\ 0 15BT STARDOMS CORPORATION 1. AFTER STARBUCKS ACCEPTS THE BID FROM THE GENERAL CONTRACTOR (GC), IF READY DONE SO FOR A PRIOR JOB, THE GC SHALL REVIEW THE GC HAS NOT ALREADY AND EXECUTE STARBUCKS CONSTRUCTION MANAGEMENT AGREEMENT AND FOLLOW ITS REQUIREMENTS 2. GC SHALL VISIT THE SITE REVIEW THE BUILDING SHELL DRAWINGS AS SUBMITTED BY THE LANDLORD OR STARBUCKS SITE SURVEYOR, AND BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION_ 3. GC SHALL CONSULT WITH STARBUCKS CONSTRUCTION MANAGER (CM) TO RESOLVE ANY CHANGES, OMISSIONS OR PLAN DISCREPANCIES PRIOR TO BIDDING OR CONSTRUCTION 4. FOR EACH PROJECT GC SHALL SUBMIT TO STARBUCKS CM A COMPLETE "CONTRACT PACKAGE" AS DESCRIBED IN THE CONSTRUCTION MANAGEMENT AGREEMENT AND EXECUTE STARBUCKS CONTRACT COVER SHEET FOR THE PROJECT PRIOR TO STARTING CONSTRUCTION ON THE PROJECT 5. GC SHALL COORDINATE AND MANAGE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT ARE NOT LIMDED TO, CONSTRUCTION MANAGEMENT AGREEMENT, CONSTRUCTION SPECIFICATIONS, ARCHITECTURAL DRAWING AND MECHANICAL AND ELECTRICAL DDRAWINGS_ S. H.. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE AND FEDERAL CODES AND ORDINANCES. 7. GC SHALL VERIFY THE LOCATION OF ALL UTILITIES. 8. GC TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY OTHER TRADES, AND NOTIFY STARBUCKS CM OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. DO NOT SCALE DRAWINGS. 9. GC SHALL PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF THE WORK. 10. THE GC IS RESPONSIBLE FOR OBTAINING PERMITS FOR FIRE PROTECTION, PLUMBING, MECHANICAL AND ELECTRICAL SYSTEMS. PRIOR TO INSTALLATION OF SUCH SYSTEMS. 11. GC SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS SET SHALL BE A PART OF THE GC'S "STORE CLOSE -OUT PACKAGE" AS DESCRIBED IN THE CONSTRUCTION MANAGEMENT AGREEMENT. 12. G.C. IS RESPONSIBLE FOR COORDINATING DELIVERY OF MATERIALS FROM STARBUCKS CONTRACTED THIRD PARTY LOGISTICS (3PL) DISTRIBUTION SERVICES AND VENDOR DIRECT (VD) SHIPMENTS. REFER TO CONSTRUCTION MANAGEMENT AGREEMENT FOR METHODS AND LEAD TIMES. 13. RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS AND EQUIPMENT IS IDENTIFIED IN THE SCHEDULE DRAWING SHEETS (SC.1, SC.2, & SC.3) UNDER THE COLUMN LABELED "SHIP ". "GC" MEANS THE ITEM IS TO BE SUPPLIED BY THE G.C. "3PL" MEANS AN ITEM IS SUPPLIED BY STARBUCKS VIA STARBUCKS CONTRACTED DISTRIBUTION SERVICE AND "VD ". MEANS SUPPLIED BY STARBUCKS AND SHIPPED DIRECTLY TO THE SITE FROM THE VENDOR. 14. G. C. TONOTIFYSTARBUCKSCMOFAWDISCREPAKIESBEI NEEN STHR�ems3E0 ati ' A NO tYP!'(.AO ' h (9NNF) jJ TENANT _ ..•_ ...... - PECIFICATIONDTO SUPERCEDESTA'12Btt 1CAT LEGAL DESCRIPTION SOUTHCENTER MALL: A PORTION OF SECTIONS 23 AND 26, SHIP 23 NORTH RANGE 4 EAST, W.M. CITY OF TUKWILA TOWN KING COUNTY, WASH INGTON ADDRESS: STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH MS STOP -NAVE SEATTLE, WASHINGTON 98134 (206) 447-1575 STORE PLANNER /DESIGNER: JOLA CHOLEWCZYNSKI/ JOIE M. HALL (206) 318 -7376 PHONE (206) 682 -3376 FAX CONSTRUCTION MANAGER: DIANE RANDECKER (206) 292 -5100 X2039 PHONE (206) 318 -1782 FAX LANDLORD: THE RICHARD E. JACOBS GROUP 25425 CENTER RIDGE RD. CLEVELAND, OH 44145 -4122 (440) 808 -7624 PHONE (440) 808 -6907 FAX - LANDLORD CONTACT' MIKEL HANSEN - - ENTER PKWY 633 WA SEATTLE. TLE, WA 98188 (206) 246-0423 PHONE MEP CONSULTANT: AER ENGINEERS, INC. JOHN BEEBE 11155 120TH AVE. NE KIRKLAND, WA 98033 (425)739 -6051 PHONE (425)739 - 7362 FAX ARCH CONSULTANT FREIHEIT & HO ARCHITECTS, INC. EXPEDITER: AMANDA OBERG (425) 827 -2100 PHONE PROJECT DESCRIPTION' COMMERCIAL TENANT IMPROVEMENTS TO EXISTING BUILDING ZONING: TUC, TUKWILA URBAN CENTER TYPE OF USE: RESTAURANT TYPE OF OCCUPANCY: B TYPE OF CONSTRUCTION: V -N, SPRINKLERED OCCUPANCY LOAD: RETAIL: 209 S.F./ 30= SEATING 0 S.F./ 15- I BEVERAGE /PREP: 127 S.F. /200= WORKROOM/ STORAGE: 244 S /300= 1 FILE. COPY STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 96134 120W ate - 1575 I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors copy of approved plans acknowledged, 2 ��_ B oi tr a..49- T)nc THESE PEALS Arm SPECIFICATIONS. AS WELL AS STARBUCKSNAHE N. LOGO, TRAUEAORKS Ate RESIGNS ARE nff .C.Lu5NE PROPERTY of STARBUCKS CORPORATION. MO REPRODUCTION. THSsE A .TERDL ao 0Arf TOE I TRESS TER"us osuRE nAOR O/OR T °P n'E °' rN CONT wNDDT STARE e,' - RIOR wmre NSE rt 6 STRICTLY PROMOTED. 1 � Date t °� - !� ` Permit � �) 1 Z � CONS • S REVISIONS — - ^ NO C HANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR r . 1E: RSViSSINS WEL A NEW PLAN SUBMITTAL OVAL OF TUKWILA BUILDING DIVISION. MD Tray Wa IDS AFL WAN nEVEW FEES. 447 II£61Sf ED IYIreiI3BR Cr R' ARG 0. t11E111EtT STATE OF WAWRED:I REV DATE JC DESCRIPTION SEPARATE PERMIT R UIRED FOR: ECHANICAL ECTRICAL LUMBING IV,AS PIPING CITY OF TUKWILA BUILDING DIVISION Ok 1044j G. - pf VED 20 SE? 1 4 ' IS ti/ O SITE MAP: LEGEND: TOTAL- 9 TOTAL SQUARE FEET' 758 S.F. EXTERIOR SEASONAL SEATING: N/A • MA seravao NORTH ARROW ISCCXXI FINISH SCHEDULE QX REVISION 0' -0" BENCHMARK • iM Am, - . - _.4 - + _ v • T t 11 s . ,s saes TH BON MARCHE ..I,. .r NS. - -- s vast SECTION NUMBER O' DATUM POINT - O ;, ( : INDEX SECTION ( +X' -XX" I AFF HEIGHT TAI VICINITY MAP: SHEET NUMBER 2 4211 DOOR NUMBER 7 4 3 ELEVATION O EQUIPMENT TAG 4 WALL TYPE TA( DETAIL NUMBER S DETAIL BUBBLE r r A PPLIED WALL SHEET NUMBER - - - - - - CEN TER L INE REVISION CLOUD I z '... _ 50 ■ . 152nd St ', _ { f• S 1 r -St. S $ }J sF re 6 'r + s ■ t P 5 3 t. t _ p C i rl t FT I !,..0 h ontor M aIII � ■ Baer Blvd S 163rd "'PI '-' v ] nd r Bii?d nth St - ' F • n �] I Min MGT Blvd ED - ` ,, J� -_• ._._. omN. - ..-BI& _s....... �-' M �iY1 [� p N } ��+ N � s ty '• I I I g `j lt � j �Y ! T: © I V - ® II� - + PROJECT NO. 12197001 CONCEPT EB - ROAST ISSUE DATE OF2001 PM: J. CHOLEWCZYNSI JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER i F. 0 � ..,. tJ 4 L i ; .l_: _.. ini et • G. "® s + N"` n a K .nsa �, L � T . I " 'X° : Q _ Ir.! J C: C2.742 Q 1 I • • . vp 0100041410 ® "'c` ' 1 I • I , +su «.c arrs � 4 • SCALE: NO SCALE (DO NOT SCALD DRAWINGS) CR ? .',"" at cjilarcta . . ,,,, • STARBUCKS -- SHEET TITLE PROJECT INFORMATION IF L -= •m:.. ,.. ,,.I ,. •, ® immar'L•f9frrnm, SEARS T!1@ IEtlB xuEaa =r-0 SCALE BAR 6' PROJECT CODE: 12197001 DIMENSION LINE FROM FINISH FACE TO. FINISH FACE teDend tameTerNaNcnte ID., ® Csuaesmmmea m&Nous O Nei. oTeiexo< ToOTr» *Bus. BankoEAmerim 119 ® coseo�mce Key Bank ,eo SOUTHCENTER MALL MALL LAYOUT /RESTROOM LOCATION PUBLIC RESTROOMS LOCATED LESS THAN 200 FEET FROM STARBUCKS SITE. CAIN Of SEP 14 VOA NOTU) ' OciUz U, t c !'01 PERMIT CENTER — Oft l STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE PLANS NO SPECFICATNN6.AS NEU_ AS STAREWOCS NNE No LOGO. TRADEMARKS AM DESIGNS ARE THE IXCLUSIVE PROPERTY CF STNHBUMS CORPORATION ANY REPRODUCTION. NODFK;ATGN. DISCLOSURE MR)/OR USE OF THESE INTERIMS (OR ANY POKtION OF IMO WITHOUT STORBUCKSPRIOR '% ITTEN CONSENT IS STRICTLY PROIBUED. CRAW 0. FAEIH EIT JTA1E OF MAMMON REV DATE JC DESCRIPTION W W LLI LL � 1— o z o Y U W Q D 0 C!) PROJECT NO. 12197001 CONCEPT: EB - ROAST ISSUE DATE: 082001 PM: J. CHOLEWCZYNSI JC: JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER SCALE: NO SCALE (DO NOT SCALE DRAWINGS) SHEET TITLE SITE PLAN CO Co co w EQ STARBUCKS COFFEE STOREFRONT ELEVATION EQ WOOD VENEER, "BURGUNDY" STAIN BY GC 14" STACKED FACE -LIT WHITE LETTERS 24" NON-ILLUM LOGO DISK, WALL MOUNTED (TO BE MOUNTED 1" OFF WALL) ALL SIGNAGE UNDER SEPERATE PERMIT SIGNAGE SCHEDULE: ITEM• QTY DESCRIPTION EXTERIOR S421 STACKED FACE LIT 14" ADDITIONAL ITEMS ADL1 24" NON -ILEUM LOGO DISK GENERAL NOTES O NUMERICAL NOTES NOT LISTED ARE NOT USED. OB FOR FULL SCHEDULES, SEE SHEETS SCI THROUGH SC3. © STARBUCKS CONTRACTS DIRECTLY WITH SIGNAGE CONTRACTOR TO PERMIT, SUPPLY AND INSTALL SIGNAGE. SIGNAGE CONTRACTOR TO VERIFY SIGNAGE COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT AND LANDLORD APPROVAL. O SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CM AND TO THE GC AS NEEDED. GC TO NOTIFY STARBUCKS CM IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH STARBUCKS ARCHITECTURAL DRAWINGS. GC TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CM TO PROVIDE GC WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. EXTERIOR ELEVATION NOTES APPROVED SEP 1 4 2001 AS NOTED p114 GDMSION frrvcA- Twc`�w 1 AUG i� � R 27S C0 02 0 1 2 3 4 6 12 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE PLAINS MO SPECIFICATIONS, AS WELL AS STAfl8UOf6'NAE MD LOGO. TRADEMARKS OHO DESIGNS ARE THE EXCLUSIVE PROPERTY OF STARSUCKS CORPORATION. AM' REPRODUCTION. IODFICATDN. DISCLOSURE AD /OR USE OF THESE MATERIALS fON ANT PORTION OF TFEM WITHOUT ST RIOR WRITTEN CONSENT 6 STRCTL J J 2 w w LL 0 1- U z Y LL1 U 0 0 l m CC t7) D 0 V J REV DATE JC DESCRIPTION PROJECT Na 12197001 CONCEPT: EB - ROAST ISSUE DATE: 080001 PM: J. CHOLEWCZYNSI JC: JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER SCALE: 1 /4 " =1' -0" (DO NOT SCALE DRAWINGS) SHEET TITLE STOREFRONT ELEVATIONS & SIGNAGE A2 fl NEW SUSPENDED CEILING @ 12' -0" HOUSING FOR SECURITY GRILL BY GC 3' -0" STOREFRONT SECTION EXISTING METAL STUDS TO REMAIN 2" 18 GA TWISTED METAL STRAPS R 32" O.C. TO BE ATTACHED TO METAL STUD FOR SIGNAGE CANOPY SUPPORT. 3%" STEEL STUDS N 16" O.C. SIGNAGE (SEE SHEET A2.0) SIGNAGE CANOPY TO BE FINISHED WITH GWN, WOOD VENEER W/ BURGANDY STAIN, BY GC. OVERHANG FOR VENEER /PAINT TRANSITION BELOW CANOPY. LitNEHAL NUItS O NUMERICAL NOTES NOT LISTED ARE NOT USED. O FOR FULL SCHEDULES, SEE SHEETS SCI THROUGH SC3. O CONTRACTOR CONTRACTS TO PERMITD F E SUPPLY AND SIGNAGE. SIGNAGE CONTRACTOR TO VERIFY SIGNAGE COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT AND LANDLORD APPROVAL. O SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CM AND TO THE GC AS NEEDED.GC TO NOTIFY STARBUCKS CM IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH STARBUCKS ARCHITECTURAL DRAWINGS. O GC TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CM TO PROVIDE GC WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. OF GC TO PROVIDE 3" HIGH BLACK ACRYLIC STORE ADDRESS ON GLAZING ABOVE STOREFRONT. CENTER ABOVE DOORS WHERE POSSIBLE. EXTERIOR ELEVATION NOTES GTY Of VED 1� SEP 14 2001 AS NOTED egla 4LDiNG D(�rt'J1 0 1 2 3 4 S 12 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE PLANS AND SPEMICATIO s.. RELL STAR130.6• INN A1n LOGO, msm11ARKS ATA OES• ARE THE EXCLUSIVE PROPERTY OF STARRUOIS CORPORATION. ANY REPRODUCTION, 1100FICATION.DSCLOSU'E ANl/OR USE OF THESE MATER /ALS /OR ANY PORTION OF THEM WITHOUT STARBUCKS'PRIOR WRITTEN CONSENT IS STRICTLY PROF®Rm. J J 2 w w W 0z Y U--� U U ca C D � V J REV DATE JC DESCRIPTION co co co 0) PROJECT NO. 12197001 0 CONCEPT: EB - ROAST ISSUE DATE: 082001 PM: J. CHOLEWCZYNSI JC: JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER SCALE: 1 /4 " =1'-0" (DO NOT SCALE DRAWINGS) SHEET TIME STOREFRONT SECTION A2.1 WALL IYF±S O EXISTING EXTERIOR WALL EXISTING DEMISING WALL EXISTING PARTITION WALL DIMSENSION DATUM POINT NEW PARTITION WALL 20 GA 3% MTL STUDS 16" O.C. W/ % TYPE "X" GWB BOTH SIDES TO MIN OF 6" ABOVE CEILING GRID. DRYWALL SCREWS @ 12" O.C. 45 DEGREE MTL STUD REINFORCEMENT @ 6' -0" O.C. ABOVE CEILING LINE TO BUILDING LID. NEW PARTITION WALL - HEAVIER GAUGE STUD 16 GA 3% MTL STUDS 16" O.C. W/ %,, TYPE "X" GWB BOTH SIDES TO MIN OF 6" ABOVE CEILING GRID. DRYWALL SCREWS @ 12" O.C. 45 DEGREE MTL STUD REINFORCEMENT @ 6' -0" O.C. ABOVE CEILING LINE TO BUILDING LID. NOT USED NOT USED NEW DOUBLE BULKHEAD WALL 20 GA 6 " MTL STUDS 16" O.C. W/ %" TYPE "X" GWB ON SALES SIDE ON ALL VISIBLE SURFACES W/ DRYWALL SCREWS @ 12" O.C. 45 DEGREE MTL STUD REINFORCE- MENT @ 48" O.C. ON BACKBAR SIDE. SEE DETAIL 11/A7.2 — EXISTING WALL NEW FURRED WALL 20 GA 3 MTL STUDS 16" O.C. W/ L %" TYPE "X" GWB ONE SIDE TO MIN OF 6" ABOVE CEILING GRID. DRYWALL SCREWS @ 12" O.C. 45 DEGREE MTL STUD REINFORCEMENT @ 6' -0" O.C. ABOVE CEILING LINE TO BUILDING LID. 08 0050 FLOOR PLAN �L�GG�G�1�1 00 DOORS SCHEDULE: ITEM= QTY LOCATION /SIZE MANUFACTURER 1 MODEL CONS T. GLAZING RATING FRAME HRDWR TYPE REMARKS DOORS D065 1 D080 WORKROOM / 36X8' ELIASON SERVICE / 36X84 SC HM NR HM4 HM1 11 13 3 LAYERS OF GWB DOOR TYPES: TYPE "E" 47' -5" VIF TYPE "F" BBCKRAR 000 9' - 6" HOLD 00 6' -6" 00 4 NR MTG HTS FOR DOOR HARDWARE SECURITY GRILL BY G.C. CONSTRUCTION= SC - SOLID CORE HM - HOLLOW METAL AL - AL STOREFRONT WD = WOOD STOREFRONT E - EXISTING MISCELLANEOUS: U - I/ UNDERCUT GLAZING: T - TEMPERED W = WIRE RATING NR - NON RATED IHR - 1 HOUR 2HR - 2 HOUR FRAME: AL - AL STOREFRONT 661 - HOLLOW METAL SINGLE RABBET HM2- HOLLOW METAL DOUBLE RABBET HM3- HOLLOW METAL SINGLE RABBET FOR CMU WALL HM4- HOLLOW METAL NO RABBET WALL HEIGHT LEGEND EXISTING WALL TO REMAIN FILL HEIGHT WALL 6" ABOVE CEILING HARDWARE SETS: SET •11 (1) ELI/SON DOOR PACKAGED WITH HARDWARE. (3PL, STARBUCKS PROVIDED) SET •13 -- NOTE -- THE SCHEDULED INTERCHANGEABLE CORE TO BE INSTALLED INTO ARM -A -DOOR NO EXTERIOR EXPOSED HARDWARE IS ALLOWED (1) EXIT DEVICE: ARM -A DOOR A101 -002 W/ALARM, US28 FINISH (VD, SEE NOTE •2) (1) INTERCHANGEABLE CORE COMBINATEDI FALCON C647A, 626 FINISH (VD, SEE NOTE •2) (1) MORTISE CYLINDER: ADAMS RITE CAM, KSP 307 -601, 26D FINISH (1) DOOR VIEWER= DOOR SPY DS -6, SILVER FINISH (VD, SEE NOTE "2) (3) DOOR HINGES 4.5 X 4.5 (NRP): STANLEY FBB191, US32D FINISH (1) SIGN "THIS DOOR NOT AN EXIT": SCHAUB (D DOOR CLOSURE- LCN 4041, ALUMINUM FINISH (1) KICK PLATE 10X34: ROCKWOOD 10X34, 630 FINISH (1) DOOR SWEEP 36": PEMKO 18062CP, MILL FINISH (1) WEATHER STRIP 17': NGP 137NA17, MILL FINISH O NUMERICAL NOTES NOT LISTED ARE NOT USED. FOR DOOR SIGNAGE AND FINISH SCHEDULES SEE SHEET SC2 AND SC3. © SEE A7 SHEETS FOR CASEWORK DETAILS. ® GC TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CM OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. FLOOR PLAN NOTES 0 ALL DOORS TO PROVIDE 32" MIN CLEAR OPENING WHEN OPENED TO 90 DEGREE POSITION UNO. 2 GC TO VERIFY SPECIFIED DOOR(S) WILL ACCEPT FALCON LOCK CORE(S). FALCON LOCK CORE SUPPLY IS BY STARBUCKS. GC TO COORDINATE ORDER AND DELIVERY FROM LOCKNET (806 -887- 43071, PROVIDING MINIMUM SCHEDULING NOTICE OF 4 WKS. FALCON LOCK CORE(S) FINISH TO MATCH LOCKSET FINISH. FALCON LOCK CORE(S) TO BE INSTALLED BY GC ON THE DAY OF TURNOVER. ® FLOOR SINK, SEE DETAIL 1 & 2 ON SHEET A7.1 FOR RELATIONSHIPS BETWEEN FLOOR SINK AND CASEWORK LOCATIONS. ® GC TO VERIFY ALL EXISTING DOORS, HARDWARE AND FRAMES. MEET STARBUCKS AND /OR CODE REQUIREMENTS. ® IF EXISTING EXTERIOR ENTRANCE THRESHOLD EXCEEDS REQUIRED ADA MAXIMUM HEIGHT OF 1 /2 ", REMOVE AND REPLACE WITH ACCESSIBLE THRESHOLD. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS TO BE BEVELED WITH A SLOPE NO GREATER THAN 1 :12. ® GC TO PROVIDE FIRE TREATED 2X6 OR 2X8 WOOD STUD BLOCKING AS REQ'D TO SUPPORT ANY WALL ATTACHMENTS. FOR TYPICAL LOCATION SEE A6.2, A7.0 -A7.4 0 FOR DRYWALL ELEMENTS ABOVE 6' -0" AFF, SEE SHEET A5.0. ® SEE SHEET A5.0 AND DETAILS ON SHEET A7.2 FOR OVERHEAD SOFFIT AND BULKHEAD WALL FRAMING. ® FLOOR DRAIN AT MOP SINK. SEE SHEET P3.0 10 FLOOR SINK. SEE SHEET P3.0. 0 PLUMBING & ELECTRICAL STUB -UP'S. FOR FURTHER DETAIL REFER TO A7 & MEP SHEETS. 12 EXISTING COLUMN. CITY Of OU SEP 1 2001 PIG NOTED 'G D CITY OF iUKWILq A T 2001 0 1 2 3 4 B 12 71.11.7mnimJ STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE PLANS MO SPECIICATIO S. 0.S WELL AS STARDOMS WYE AND LOGO, TRADEMARKS AND DESIGNS OE THE EXCLUSIVE PROPERTY OF STIADUd6 CORPORATIONN, ANY REPRODUCTION MOOR1CATION. DISCLOSURE NRVOR USE OF THESE MATERIALS KOR ANY PORTION OF THEN WITHOUT STARIHCKS PRIOR 'WRITTEN CONSENT IS STRICTLY REV DATE JC DESCRIPTION 2 w w W O I- z Y w co = Q I- C% D 0 1.I ) aO CO CO 00 Cr) PROJECT NO. 12197001 SCALE: 1 /4 " =1' -0" (DO NOT SCALE DRAWINGS) 0 0 CONCEPT: EB - ROAST ISSUE DATE: 082401 PM: J. CHOLEWCZYNSI JC: JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER © 1941 SHEET TITLE STARDUCKS COTPORATION FLOOR PLAN A3.1 PRISIPOT rnnS• 121917001 C011 1 HANDOFF PLANE - ELLIPTICAL C201 1 POS - EB BEAN RIGHT C206 1 POS - EB 72" BASE C213 1 CABINET - 24" F.I. C221 1 BARISTA - EB REV. Q - RIGHT C222 1 BACKBAR PANEL - 12" X 36" C230 2 CABINET - 16" HANDSINK C233 2 CABINET - 24" C234 1 CABINET - 24" TISSUE STORAGE 0237 2 CABINET - 36" BREWER (29" AFF) C238 1 BLENDER /ICE BIN - 36" C239 1 SS TOP - CORBEL SUPPORT C240 1 SS TOP - 16" TRASH DROP C243 1 COUNTERTOP - MARMOLEUM C246 1 SS TOP - 16 IN HAND SINK C249 1 SS TOP - 29 IN CORNER C253 1 SS TOP - 72 IN BREWER C257 1 SS TOP - 54.5 IN WK SINK RIGHT C263 1 PREPACK TOWER WITH NOTCH C264 1 CABINET - 30" BEAN DWR (MEL) C296 1 24" POS SHELF C297 1 24" POS CUP DISPENSER C296 1 24" POS BAG DISPENSER C303 1 SS TOP - 24 IN L C435 2 MERCH UNIT C436 )2 MERCH UNIT SHELVES C437 2 ROLLOUT MERCH CUBE UNIVERSAL C438 3 MERCH UNIT FIN 2' -7" AFF TO TOP GC TO PIN AND GLUE CHAIRRAIL TO WALL CHAIRRAIL FROM CASEWORK VENDOR O CHAIR RAIL SECTION SCALE 6 "- 1' -0" O Q THROUGHOUT WORKROOM SECTION (3) i17 MURAL TRIM DETAIL FULL SCALE MARMOLEUM TOP PAINTED WALL CASEWORK PLAN & APPLIED WALL TREATMENTS PAINT GRADE PINE BY CASEWORK VENDOR. GC TO FASTEN TO STUDS AND PAINT TO MATCH WALL ABOVE 10' - 0" AF.F. VINYL WALL COVERING (MURAL) SECURED TO WALL PER MFG RECOMMENDATION BY MURAL INSTALLER WALL TO BE PRIMED AND SEALED PER MURAL MFG RECOMMENDATIONS BEFORE RECEIVING MURAL APPLICATION SECTION HANDOFF BRACKET TO BE MOUNTED AT END OF BARISTA CASEWORK SCHEDULE: ITEM• QTY DESCRIPTION OPERATIONS PUBLIC WALLS /TRIM C621 C645 24.10 2 CHAIR RAIL MERCH UNIT WMV COUNTERTOP ADDITIONAL ITEMS ADL2 ADL3 36" SWING GATE DBLE SIDED CONDIMENT GENERAL NOTES O NUMERICAL NOTES NOT LISTED ARE NOT USED. © STARBUCKS CONTRACTS DIRECTLY WITH CASEWORK MANUFACTURER TO SUPPLY CASEWORK LISTED IN CASEWORK SCHEDULE (THIS SHEET). IF REQUESTED, STARBUCKS CM TO PROVIDE SHOP DRAWINGS TO GC AT CONSTRUCTION START. © STARBUCKS CM TO COORDINATE AND SCHEDULE CASEWORK DELIVERY DATE. GC TO CONFIRM CASEWORK DELIVERY DATE WITH CASEWORK MANUFACTURER 4 WKS AND 1 WK PRIOR TO SCHEDULED DATE OF DELIVERY. O GC TO INSTALL CASEWORK UNLESS DIRECTED OTHERWISE BY STARBUCKS CM. O GC TO NOTIFY STARBUCKS CM IMMEDIATELY IF A DISCREPANCY EXISTS BETWEEN CASEWORK SHOP DRAWINGS, SITE DIMENSIONS, CASEWORK PLAN OR ACTUAL CASEWORK FIXTURES. O REFER TO SHEET SC3 FOR CASEWORK FINISH SCHEDULE. FOR WALL HUNG /MOUNTED GRAPHICS, SEE A6 ELEVATION SHEETS. O GC TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CM OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM PONT. O GC TO REFER TO CASEWORK SPECIFICATIONS FOR COMPLETE CASEWORK INSTALLATION INSTRUCTIONS. O ALL CASEWORK BASE UNITS ARE SET ON I /4' NON - ABSORBENT PLASTIC SHIMS (HAFELE •006.90.900) PROVIDED BY CASEWORK VENDOR CASEWORK & WALL TREATMENT NOTES O GC TO INSTALL STARBUCKS PROVIDED METAL CORNER GUARDS AT DESIGNATED VERTICAL LOCATIONS. MOUNT AT 6" AFF. AFFIX WITH •6 STAINLESS STEEL, OVAL HEAD SCREWS 3" FROM ENDS 12" O.C., OFFSET SCREWS EITHER SIDE BY IV' VERTICALLY. O WORKROOM FRP TO OVERLAP VINYL WALLCOVERING AT WORKROOM ENTRANCES. O DO NOT CAULK TRASH RING TO TRASH DROP O REFER TO SC3 FOR WALL TREATMENT SUPPLY RESPONSIBILITY. 0 GC TO PROVIDE AND INSTALL WORKROOM FRP AND RETAIL AREA TASSO. O SEE DETAIL SHEET A7.0 FOR RELATIONSHIP BETWEEN FLOOR SINKS AND CASEWORK LOCATIONS. O SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR PLAIN WALL COVERING AT BACKBAR WALL. ADHERE TO GYPSUM WALLBOARD WITH MASTIC AS PER MFG. SPECIFICATIONS. CASEWORK & WALL TREATMENT KEY - - - - - - - INDICATES CHAR RAIL - C621 SEE SHEET SC3 FOR FINISH SCHEDULE AND A6 SHEETS FOR ELEVATIONS INDICATES STAINLESS STEEL APPLIED WALL TREATMENT LEGEND Q MURAL WALLCOVERING Q2 MURAL TRIM Q3 HARDENING PACKAGE Q4 CHAIR RAIL Q5 FULL HEIGHT FRP Q6 TASSO PLAIN WALL COVERING AT BACKBAR 0 1 2 3 4 6 � I'LJ'LT'�J 2 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE PLANS AND SPECFIGnONS.IS WELL AS STARBVOTS'NAIE Nm LOGO. TRIDEYORNS AND DESIGNS IRE THE OCCLUSIVE PROPERTY OF STARBUCKS CORPORATION. ONY REPRWUCDON. YWFICATRIN. DISCLOSURE ND /OR USE OF THESE MATERIALS COR ANY PORTION OF THEW WITHOUT STARBUCLISPRIOR WRITTEN CONSENT REV DATE JC DESCRIPTION J J 2 w nr w u_ o F- o Z co W o CO CC Q r 0 rL PROJECT NO. 12197001 CONCEPT: EB - ROAST ISSUE DATE: 082001 PM: J. CHOLEWCZYNSI JC: JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER SCALE: 1 /4 =1' -0" (DO NOT SCALE DRAWINGS) SHEET TITLE A3.2 CASEWORK PLAN & APPLIED WALL TREATMENTS ° ILM f�iii IIMMIlli�■ii131311113EE MIM IIIMI ®'©E1El = I1m MI ME I ® iiumiii13Ea0 3r. OI3E IE3E ©E 3E IE9EI®�i�3N'311111111115 MANUFACTURER IIIIII F.w 3t�tL► : �3E3 REMARKS E II I E I X x x x x x CERDISA •5 BIANCO ALPI I 3� X X X X X X X X X T2 RETAIL X X X X X X X :: x x X X � 72803 CLOUD BEIGE "'■��.'�� � X X X X X X X X X CERAMIC TILE X X X X X X X X X X X X E��■.Hmiiill E�nii�i■•H 1 •• 6 X 12 "L X %" RADIUS SANITARY COVE BASE `XXXXXXXXXX ©am x x E3 x x ism xxxxx ULTRACOLOR •09 GRAY USE W/ CLOUD BEIGE, LONGS ROSATO, GRANITE GRIGIO, BIANCO ALPI & BIANCO (BASE) TILES. XXXX TILE GROUT MAPEI ULTRACOLOR •47 CHARCOAL 11\�E3 X x �■ii11f='�'" _u ©E ro rr3Ei". �E3Ei � 0` `?�mP IEf3E£'�.�; ®ELI ®E3E3LWAIMI d''T0�3 �0�� OG<>4 •�• D���� 0 x x \X x x x x x ISIMII IM3IM3L�3©EN£i W11 sal 'il4 • i7E3E3E3E3E�E3E --- -- 3E1©E1E 71�1N _�-___i:;,3E£1� 1�� 116i 1��iiii�iii8 1MINIM■iiiIIMMIii8 ■ ■i�rL i ii■ �iiill .EEE3E3E3E9m®®E3�E3E3Ll____ :IMMI IMIMMI E3MIMMIM '. 13E3E3 ©mIMME3®E3E3E3 XXXXXxxxxxx 3 II_ UHI I Ii EMI xXxX XxxXX , xx FLOOR AMOUNT FINISH KEY FLOORS NO. DESCRIPTION MATERIAL MANUFACTURER TYPE /COLOR REMARKS 220 S.F. III 470 S.F. © 35 S.F. 70 L.F. -- _ 160 L.F. " T7 RETAIL CERAMIC TILE CERDISA •5 BIANCO ALPI 12 "X12 "X3/8" THK (NOMINAL) T2 RETAIL CER CERDISA •7280054TEOVANS 12 "X12 "X3 /8" THK (NOMINAL) T3 RETAL TILEIC CERDISA 72803 CLOUD BEIGE 12 "X12 "X3 /8" THK (NOMINAL) WORKROOM B1 BASE CERAMIC TILE CERDISA •29 BIANCO SM X 12"L X %" RADIUS RETAIL B2 BASE T ILE CERAMIC CERDISA •11 NERO 6 X 12 "L X %" RADIUS SANITARY COVE BASE 01 RETAIL AND WORKROOM TILE GROUT MAPEI ULTRACOLOR •09 GRAY USE W/ CLOUD BEIGE, LONGS ROSATO, GRANITE GRIGIO, BIANCO ALPI & BIANCO (BASE) TILES. G2 RETAIL AND WORKROOM TILE GROUT MAPEI ULTRACOLOR •47 CHARCOAL USE NER AN BAO. M MIXED ED SI E NFDSA DS & E L & O (BASE) T BASE) TILES NERD ( GENERAL NOTES' 1. REFER TO FLOOR FINISH PLAN FOR PATTERN & LOCATIONS 2. REFER TO TRANSITION DETAILS T) B1 G1 W O R K R O O M TILE BASE GROUT FLOOR FINISH PLAN W O R K R O O M ALIGN FLOOR FINISH PLAN BACKRAR TILE BASE GROUT JII ((ANDOFF fig CAL% TILE BASE GROUT TILE START POINT GENERAL NOTES CO FOR COMPLETE FINISH SCHEDULE, SEE SHEET SC3. FLOOR FINISH NOTES ® STARBUCKS TO SUPPLY ALL FLOOR TILE AND TILE BASE, GC TO INSTALL. GC TO SUPPLY AND INSTALL MORTAR, ADHESIVE AND GROUT. GC TO INSPECT ALL TILES AND REJECT DAMAGED OR SUBSTANDARD TILES PRIOR TO INSTALLATION. O CABINET BASES TO BE SET AFTER TILE INSTALLATION. O PROVIDE GROUT JOINT OF T MAXIMUM DEVIATION OF TILE AND GROUT LINE OF 1/4" PER 4'. O FOR ALL TILE BASE INSTALLATIONS AT CASEWORK MECHANICALLY SAND AND SCARIFY WOOD SUBSTRATE TO COMPLETELY REMOVE ALL FINISH. TROWEL ON A PRIMER COAT OF HAM TYP 1, KER 903 ADHESIVE AND ALLOW TO AIR DRY. APPLY NOTCHED TROWEL COAT OF KER 903 ADHESIVE AND INSTALL TILE PER SPECIFICATIONS. O ALL TILE TO BE INSTALLED PER TILE COUNCIL OF AMERICA STANDARDS. ® CORNERS AND EDGES OF TILE TO BE BULLNOSE. NO OUTSIDE GROUT CORNERS OR RAW TILE EDGES ARE ALLOWED. O7 TILE BASE AND THRESHOLD GROUT JOINTS TO ALIGN WITH TILE FLOOR GROUT JOINTS. ® REMOVAL OF EXCESS GROUT WILL BE DONE WITH WATER. THE USE OF SULFURIC OR MURIATIC ACID IS PROHIBITED. IF THESE ACIDS ARE USED, THE INSTALLER WILL BE REQUIRED TO REMOVE THE ACID AND RESTORE THE GROUT AT THEIR EXPENSE. O ALL WALLS AND CASEWORK OUTLINES /TOE KICK RECEIVE BASE AS NOTED. CM Of 51014-A hi:TROVE° SEP 14 2001 pS NOTED (1 FLOOR DRAINS REFER TO SHEET A3.)FOR LOCATION 10 NOT USED. 11 NOT USED. 12 NOT USED. ar CryypF jUKt+gIA AUG 2 8 2007 "a7c 0 1 2 3 4 12 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE PLANS AND SPECFICATgls, a s. WELL . STARSW6'NAME AND LOGO. TRADEMARKS MO 0E93. ARE THE ETICLUSIVE PROPERTY OF STARKERS CORPORATION. ANY REPRODUCTION. NODFICATON. DISCLOSURE AND/OR USE OF TFESE MATERIALS TOR ANY PORTION OF T1E10 WITHOUT STAMM. PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. REV DATE JC DESCRIPTION J 2 LL1 ,1 � ± W LL O I- U z W a CC Q r- D � 0 V J 0 00 CS) PROJECT NO. 12197001 SCALE: 1 /4 =1' -0" (DO NOT SCALE DRAWINGS) SHEET TITLE FLOOR FINISH PLAN CONCEPT: EB - ROAST ISSUE DATE: 082001 PM: J. CHOLEWCZYNSI JC: JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER A3.3 M006 1 NY TIMES RACK M012 2 CONDIMENT TRASH DROP M017 1 MOCHA PUMP CONTAINER M018 1 BEAN DRAWER LINER "A" KIT MO21 1 LEGS FOR 10 COMP. LOCKER E339 1 LOCKERS - STD 10 MO23 i COMPARTMENT MO26 1 COAT RACK 0032 3 METRO STORAGE SHELVES M033 8 METRO STORAGE POSTS 0034 6 H4 OZ. CUP HOLDER M035 4 2 DE CUP HOLDER M043 1 FIRE EXTINGUISHER M046 1 KEYBOARD TRAY M047 1 BULLETIN BOARD M049 1 FILE CABINET M053 1 SOAP DISPENSER WALL MTD M054 1 SOAP DISPENSER DECK MTD M055 1 1/2 SIZE TOWEL DISPENSER M056 1 FULL PAPER TOWEL DISPENSER M067 1 MOP RACK E301 1 UNDERCOUNTER REFRID E310 t DELFIELD 3 -DOOR REFRIGERATOR E314 1 ICE MACHINE (AIR - 10000 E318 1 500 LB ICE BIN E335 1 UNDERCOUNTED. REFRIG E339 1 B FOOD CASE (40•'X40") (8) (8) 4 a W B R K R B B M COMPOSITE PLAN 00 4 M05 1 'U II B A C K R B R BELOW 0 I roe IrINIM1 BARRIER FREE / PATH OF TRAVEL 17 17 FURNITURE SCHEDULE: QTY DESCRIPTION EXTERIOR F602 F603 3 3 UMBRELLA BLACK UMBRELLA BASE MISC F702 F703 F710 SHELVING AT MOT'S DESK CPU HOLDER / CART MANAGEWS DESK EQUIPMENT SCHEDULE: ITEM= QTY DESCRIPTION GRINDING E004 GRINDER - COFFEE BREWING E152 E162 2 BREWER - TWIN COLUMBIA ESPR. MACH. VERISMO CTS2 40A WATER SYSTEMS" E201 WATER SYSTEM - REFRIGERATION /ICE DISHWASHERS E451 1 1 DISHWASHER MISC E526 E529 E532 E533 E545 E556 2 2 INSTA HOT TAP COFFEE WARMER PAD BLENDER SCALE W/ TOWER READOUT MONEY COUNTER SAFE- INTERACTIVE SECURITY LH ACCESSORIES 4 E806 12 !COFFEE SHUTTLE I UMBRELLAS PROVIDED FOR SEATING IN ATRIUM COMMON SEATING AREA. MISCELLANEOUS SCHEDULE: ITEM' QTY DESCRIPTION MISC GENERAL NOTES O NUMERICAL NOTES NOT LISTED ARE NOT USED. O FOR TAGGING OF WALL HUNG ART, SEE ELEVATION SHEETS. COMPOSITE PLAN NOTES O FOR COMPLETE SCHEDULES INCLUDING SUPPLY RESPONSIBILITY, SEE SHEETS SCI THROUGH SC3. O THE SPACE IS SERVED BY THE MUNICIPAL WATER AND SEWER SYSTEM UNLESS OTHERWISE NOTED. O EDIBLE PRODUCTS TO BE PHYSICALLY SEPARATED FROM STORAGE OF NON - EDIBLE OR TOXIC PRODUCTS. O NO VEGETABLE OR FOOD PREPARATION ON THE PREMISES. O NO ALCOHOLIC BEVERAGES TO BE SOLD OR CONSUMED ON THE PREMISES. O THE MAXIMUM NUMBER OF EMPLOYEES PER SHIFT SHALL NOT EXCEED 4. O EACH HANDWASHING SINK WILL HAVE A SINGLE SERVICE TOWEL AND SOAP DISPENSER. O ALL EQUIPMENT AND INSTALLATION WILL MEET NSF STANDARDS OR EQUIVALENT. O ALL EQUIPMENT TO STAND A MIN OF 6" OFF FLOOR AND /OR COUNTER. 10 EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED THREADS, EMBELLISHMENTS OR OVERHANGING EDGES THAT SERVE AS PLACES FOR ACCUMULATION OF DUST. DIRT AND DEBRIS. 0 ALL HAND SINKS TO HAVE A COMBINATION FAUCET OR PREMIXING FAUCET. 12 CONTRACTOR TO SECURE LOCKERS TO WALL AND /OR FLOOR. 13 CONTRACTOR TO PLACE FIRE EXTINGUISHER IN WORKROOM PER FIRE INSPECTOR. 14 NOT USED. (ID NOT USED. 16 GC TO SCHEDULE WITH LOCAL REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE START -UP AND TESTING. FOR APPROVED CONTRACTOR, CONTACT COLUMBUS SHOWCASE, ATTN: BERT WHITAKER (614) 527 - 5728). ALLOW MIN.3 WEEK LEAD TIME PRIOR TO STORE TURNOVER. 0 UMBRELLAS TO BE USED WITH DESIGNATED SEATING IN ATRIUM AREA OUTSIDE OF STORE LOCATION. GO OF ED SEP 14 2001 O NOTED �LpR.1(' DTV1E1 0 1 2 3 4 8 12 se 4 7 le' ra STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE PLANS MN SPECIFICATIONS. AS WELL AS : SIGNS ARE TNE ET LOGO. TRAOEYARRS A!ID STARRUCKS CdlPoRATpE. ANY RFP OF 0N. THE. MODIFICATION. A DISCLOSURE [OR AN N USE SE OP THESE MATERIALS [R M PORTION OF THEM, WRHOUT S;ARS1CKS PRIOR WRITTEN CONSENT s srtacn PROxIRITeo. CON JNTANTS F "! RDGIST131@ ARCiinta RICHARD G. FREINER STATE OF WAVS461A REV DATE JC DESCRIPTION J J L11 CC W LL 0 U z � W 0 U m Q U) D 0 CO 0 PROJECT NO. 12197001 CONCEPT: EB — ROAST ISSUE DATE: 082001 PM: J. CHOLEWCZYNSI JC: JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER SCALE: 1 /4 " =1' -0" (DO NOT SCALE DRAWINGS) SHEET TITLE COMPOSITE PLAN A4.0 HANDOFF PLANE W/ BRACKET CASEWORK HANDOFF PLANE REFER TO 5 /A7.0 FOR INSTALLATION DETAILS. DIPPER WELL FISHER WATER STATION INSTA -HOT DISPENSER DIPPER WELL FAUCET VERISMO ESPRESSO MACHINE 0 C221 BARISTA PLAN REACH-W REFRIGERATOR BACKRAR SAFE BELOW — REFRIGERATED PASTRY CASE REFRIG. BELOW ICE MACH. & ICE BIN MOP SINK LOCATION OF ELECTRICAL PANELS STORAGE UNIT (TYP. OF 8) SNEEZE GUARD HAND SINK w/ WALL MTD. SOAP DISP , %ZSIZE PAPER TOWEL DISP. FIRE EXTINGUISHER DISHWASHER WATER FILTER SYSTEM FLOOR SINK — 2 COMP. SINK W/ FULL WORK R O 0 M SIZE PAPER TOWEL DEP. LOCKER MONEY COUNTER ALARM SYSTEM ABOVE CEILING COMPOSITE PLAN COAT RACK GROMMET COFFEE BREWER COFFEE SHUTTLE & WARMER PADS COFFEE — GRINDER MOCHA PUMP TRASH DROP HAND SINK w/ DECK MOUNTED SOAP DISPENSER & FULL SIZE PAPER TOWEL DISPENSER ACRYLIC SNEEZE GUARD 1" MIN AIR SPACE FOR CROSS VENTILATION HORIZONTAL GUARD- / - NOT FOR USE FOR STORAGE OF FO RPPPED OR PERISHABLE FOODS BARISTA OB5TE GUARD SECTION y'4" . r -0" TRASH DROP , BLENDERS uI We � CONDIMENT CART W , 0 j BARRIER FREE J i b , /PATH OF TRAVEL ----- - - - -// SCALE I +2'- 10 "IAFF L COMMON RESTROOMS LOCATED N MALL <200 FEET DISTANCE FROM SPACE_ GENERAL NOTES OA NUMERICAL NOTES NOT LISTED ARE NOT USED. O FOR TAGGING OF WALL HUNG ART, SEE ELEVATION SHEETS. COMPOSITE PLAN NOTES a FOR COMPLETE SCHEDULES INCLUDING SUPPLY RESPONSIBILITY, SEE SHEETS SC) THROUGH SC3. 0 THE SPACE IS SERVED BY THE MUNICIPAL WATER AND SEWER SYSTEM UNLESS OTHERWISE NOTED. 03 EDIBLE PRODUCTS TO BE PHYSICALLY SEPARATED FROM STORAGE OF NON - EDIBLE OR TOXIC PRODUCTS. 0 NO VEGETABLE OR FOOD PREPARATION ON THE PREMISES. O NO ALCOHOLIC BEVERAGES TO BE SOLD OR CONSUMED ON THE PREMISES. O THE MAXIMUM NUMBER OF EMPLOYEES PER SHIFT SHALL NOT EXCEED 4. O EACH HANDWASHING SINK WILL HAVE A SINGLE SERVICE TOWEL AND SOAP DISPENSER. O ALL EQUIPMENT AND INSTALLATION WILL MEET NSF STANDARDS OR EQUIVALENT. 09 ALL EQUIPMENT TO STAND A MIN OF 6" OFF FLOOR AND /OR COUNTER. 10 E THREADS, E BELLSHMENTS OR OVERHANGING EDGES THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, DIRT AND DEBRIS. 11 FAUCET OR OR IPREMIXING HAVE A COMBINATION FAUCET. 12 CONTRACTOR TO SECURE LOCKERS TO WALL AND /OR FLOOR. 13 CONTRACTOR TO PLACE FIRE EXTINGUISHER IN WORKROOM PER FIRE INSPECTOR. 14 NOT USED. 15 NOT USED. 16 GC TO SCHEDULE WITH LOCAL REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE START -UP AND TESTING. FOR APPROVED CONTRACTOR, CONTACT COLUMBUS SHOWCASE, ATTW BERT WHITAKER (614) 527 - 5728). ALLOW MIN. 3 WEEK LEAD TIME PRIOR TO STORE TURNOVER. 17 UMBRELLAS TO BE USED WITH DESIGNATED SEATING IN ATRIUM AREA OUTSIDE OF STORE LOCATION. pro SE? 14 01 NOTED E 01Wa D 1 +YYO`F AUg 2 ^ 208 PERMIT CENTER Ak 'I 0 1 2 3 4 8 12 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 96134 (211W 318-5575 THESE PLUS AND SPECIFICATIONS, AS WELL AS STARBUCKS` NAME HID LOGO, TRODEWN/CS MO DESIGNS PRE THE E%CLUSIVE PROPERTY OF STARIKICKS CORPORATION: ANY REPRODUCTIM MODEOATON. DISCLOAFE Nn /OR USE OF THESE MATERIALS (OR ANY PORTION OF TH BO WITHOUT STARBUCKS' PRIOR WRITTEN CONSENT IS STRICTLY PROM/WED. REV DATE JC DESCRIPTION 2 Ll cc W LL OF— o z c m = D 0 CO 0 Q cc CO CO CD 0) PROJECT NO. 12197001 CONCEPT: EB - ROAST ISSUE DATE: 082001 PM: .1.CHOLEWCZYNSI JC: JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER SCALE: 1 /4 " =1' - 0" (DO NOT SCALE DRAWINGS) IF A D F R GWB @ ABOVE W D R O R 0 O M ACT REFLECTED CEILING PLAN LOCATION OF ALL SWITCHES LIGHTING LAYOUT PLAN HEADER r GWB N IT - I 1 -- .Mm witsatlianiame..AN 3' - 0"- EQ HACKRAR ACT 19-Q "I TYP: 1 12' - 0" I I P36 E/S EQ CL - f- - F - - O - - ♦ - �- - - - gy m 12 ROLL DOWN GRILL HOUSING CEILING GRID START POINT SIGNAGE CANOPY IP70 E/S I S 0 F F I T O O BOTTOM @ 1 -6 I I P69 S/G I {6' THREADED ROD 5A6' NUT TRACK O SUSPENDED TRACK MOUNTING NTS SLAG BRACKET ATTACHED TO TEE FLANGE W/ •14x/2' HEX -HEAD SH. MTL. SCREWS. ACOUSTICAL CEIUNG TILE ! i LIGHTING FIXTURE TRACK ATTACHED TO SLIDING BRACKET ABOVE ACT W/ •12x1 %z" PANHEAD SH. MTL SCREWS 12 2' -0" O.C. ACT M% AND CROSS TEE TRACK MOUNTING TO ACT NTS N INA 12 GENERAL NOTES O NUMERICAL NOTES NOT LISTED ARE NOT USED. O SEE SHEET SC3 FOR CEILING FINISH SCHEDULE. CO SEE SHEET E3 FOR LIGHTING SCHEDULE. REFLECTED CEILING PLAN NOTES O FOR SOFFIT & CEILING DETAILS SEE SHEET A7.2 0 NOT USED. O UPPER FRONT SOFFIT SSPENDED FROM BULKHEAD WALL SEE DET AIL BE 11/ O COORDINATE DUCT LOCATION AND DIFFUSERS SIZE WITH ENGINEER DWG'S. O NOT USED. © DIFFUSERS & RETURNS & BACKBAR IN ACT TO CENTERED IN TILE, PAINTED TO MATCH ACT, TYP. di) 0 1 2 3 4 B 12 r1.PL�'LJ UGHTING LAYOUT NOTES O PROVIDE GROMMET OR TRIM AT ALL CEILING PENETRATIONS FOR FIXTURES /SUPPORTS. 0 NOT USED 03 NOT USED. O HAND -OFF PENDANT TO BE CENTERED OVER HAND -OFF PLANE @ BARISTA. OS NOT USED. O LIGHTI FIXTURES A C.T. TO BE CENTERED NG IN TILE U SN. 0 PROVIDE 24 HR "NIGHT LIGHTING" AS INDICATED WITH 'NL'. 0 NOT USED. 09 SUSP. TRACK @ +10' -0" AFF 0 MUSIC SPEAKER, SEE E2.0 FOR MOUNTING HEIGHT. 11 CENTERS, R E E /EXIT N. LIGHTS ABOVE DOO O ACT MOUNTED TRACK. 13 ALARM SYSTEM ABOVE CEILING. STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE PLANS ND SPECFCATDNS, AS WQL AS STARBUCKS,AE AND LOGO, TRADEMARKS AND DESIGNS ORE THE E(CLUENE PROPERTY OF STARDOMS CORPORATION. ANY REPRODUCDOM. MODIFICATION, D6QOSI E AD /OR USE OF THESE MATERIALS (OR ANY PDRBON OF TWIN WITHOUT STAJBUCKS PRIOR WRITTEN CONSENT SIIICTLY PRONBITED. REV DATE JC DESCRIPTION J J 2 W cc ± I-1-1 LL O F- o z W o R m D 0 V ) 0 co co w PROJECT NO. 12197001 CONCEPT: EB - ROAST ISSUE DATE: 082001 PM: J. CHOLEWCZYNSI JC: JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER SCALE: 1/4=f-0" (DO NOT SCALE DRAWINGS) 2 0 SHEET TITLE REFLECTED CEILING AND LIGHTING PLANS A5.0 G610 / / G611 1 B BEVERAGE MENU \ \ \ // 0 \ i MURAL \ \ SCC51 E/S B . DAILY OFFERING" MENU 0904 1 BANNER NOW OPEN I P36 US I G610 1 B BEAN MENU G611 1 B BEVERAGE MENU 0612 1 B . DAILY OFFERING" MENU (2) SCC53 E /SI SEE SHEET 46.1 FOR PLAM APPLICATION AND DIMENSIONS EQ IP69 E/S I QELEVATION @ ENTRANCE ISCC53 E /SI ()ELEVATION @ BACKBAR nFl FVATION MFRCH UNIT 24" NON -ILLUM DISK TO BE MOUNTED 1" OFF THE WALL ISCC53 E/SI ALL SIDES MAPLE VENEER BURGUNDY STAN TO MATCH BARIS T A EQ ISCC53 E /S ISCC53 E /SI P69 E/S SCC53 E/S ()ELEVATION @ FRONTBAR III SCC53 E/S 'ELEVATION C? NORTH WALL ®FRONTBAR PARTNER SIDE ISCC53 E/SI OPEN MEM ALL SIDES GLNEKAL NUIEB O NUMERICAL NOTES NOT LISTED ARE NOT USED. REFER TO A7 SHEETS FOR MOUNTING AND CONNECTING DETAILS. © SEE SHEET A5.0 FOR CEILING FINISH CALLOUTS. O CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY PROJECT ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. O DIMENSIONS ARE TO FACE OF FINISHED SURFACE UON. ELEVATION SHEET NOTES 0 NOT USED. O FOR SUSP. TRACK MTG. HEIGHT SEE SHEET A5.0. O MUSIC SPEAKER WALL MTD. MAX HEIGHT. O REFER TO FINISH SCHEDULE SC3.0 FOR LAMINATE WALL COVERING. GC TO ADHERE 12'L x 30" H PANELS TO WALL WITH MFG. APPROVED MASTIC. O G.C. TO SCRIBE AND FIELD -CUT FILLER KITS WHERE SHOWN. REFER TO A3.2 FOR THE CASEWORK SCHEDULE, AND DETAIL 1/A7.2. O SEE SHEET A2.0 FOR SIGNAGE SCHEDULE. GRAPHICS SCHEDULE: ITEM. QTY DESCRIPTION STAMPS /PHOTOS G126 STAMP - FRENCH ROAST MURALS G4, G496 24 X10 WALLPAPER - SOAR TASSO MENU BOARDS ICONS G761 2 G763 1 MERCH /BEAN ICON ROAST MERCH ICON SIREN PEWTER ACCESSORIES STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATRE, WASHINGTON 98134 (206) 318 -1575 TfEg PLANS AND SPECIFICATIONS, AS WFJt as STAMM. NNE AND loco, TRADEMARKS AND DESIGNS ARE TE IMCLO9VE PROPERTY OF STARDIIXS CORPORAT OM ANY REPRODUCTION. MODIFICATION. DISCLOSURE ND/OR USE OF THESE MATERIALS <OR ANY PORTION OF TEIO WITHOUT STO PRIOR WRITTEN CONSENT 6 STRICTLY PRO MTED. REV DATE JC DESCRIPTION J J 2 w L.I.. ol o z U 0 0 T Q D 0 V I O PROJECT NO. 12197001 SCALE: 3 /8 " =1' -0" (DO NOT SCALE DRAWINGS) CONCEPT: EB - ROAST ISSUE DATE: 082001 PM: J. CHOLEWCZYNSI JC: JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER SHEET TITLE INTERIOR ELEVATIONS 0 , 2 4 1� ° �I . A6.0 POSTER FRAME - G901 1 WALL MTD 0903 1 BANNER - COMING SOON 0904 1 BANNER NOW OPEN (2) SCC53 E /SI SEE SHEET 46.1 FOR PLAM APPLICATION AND DIMENSIONS EQ IP69 E/S I QELEVATION @ ENTRANCE ISCC53 E /SI ()ELEVATION @ BACKBAR nFl FVATION MFRCH UNIT 24" NON -ILLUM DISK TO BE MOUNTED 1" OFF THE WALL ISCC53 E/SI ALL SIDES MAPLE VENEER BURGUNDY STAN TO MATCH BARIS T A EQ ISCC53 E /S ISCC53 E /SI P69 E/S SCC53 E/S ()ELEVATION @ FRONTBAR III SCC53 E/S 'ELEVATION C? NORTH WALL ®FRONTBAR PARTNER SIDE ISCC53 E/SI OPEN MEM ALL SIDES GLNEKAL NUIEB O NUMERICAL NOTES NOT LISTED ARE NOT USED. REFER TO A7 SHEETS FOR MOUNTING AND CONNECTING DETAILS. © SEE SHEET A5.0 FOR CEILING FINISH CALLOUTS. O CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY PROJECT ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. O DIMENSIONS ARE TO FACE OF FINISHED SURFACE UON. ELEVATION SHEET NOTES 0 NOT USED. O FOR SUSP. TRACK MTG. HEIGHT SEE SHEET A5.0. O MUSIC SPEAKER WALL MTD. MAX HEIGHT. O REFER TO FINISH SCHEDULE SC3.0 FOR LAMINATE WALL COVERING. GC TO ADHERE 12'L x 30" H PANELS TO WALL WITH MFG. APPROVED MASTIC. O G.C. TO SCRIBE AND FIELD -CUT FILLER KITS WHERE SHOWN. REFER TO A3.2 FOR THE CASEWORK SCHEDULE, AND DETAIL 1/A7.2. O SEE SHEET A2.0 FOR SIGNAGE SCHEDULE. GRAPHICS SCHEDULE: ITEM. QTY DESCRIPTION STAMPS /PHOTOS G126 STAMP - FRENCH ROAST MURALS G4, G496 24 X10 WALLPAPER - SOAR TASSO MENU BOARDS ICONS G761 2 G763 1 MERCH /BEAN ICON ROAST MERCH ICON SIREN PEWTER ACCESSORIES STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATRE, WASHINGTON 98134 (206) 318 -1575 TfEg PLANS AND SPECIFICATIONS, AS WFJt as STAMM. NNE AND loco, TRADEMARKS AND DESIGNS ARE TE IMCLO9VE PROPERTY OF STARDIIXS CORPORAT OM ANY REPRODUCTION. MODIFICATION. DISCLOSURE ND/OR USE OF THESE MATERIALS <OR ANY PORTION OF TEIO WITHOUT STO PRIOR WRITTEN CONSENT 6 STRICTLY PRO MTED. REV DATE JC DESCRIPTION J J 2 w L.I.. ol o z U 0 0 T Q D 0 V I O PROJECT NO. 12197001 SCALE: 3 /8 " =1' -0" (DO NOT SCALE DRAWINGS) CONCEPT: EB - ROAST ISSUE DATE: 082001 PM: J. CHOLEWCZYNSI JC: JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER SHEET TITLE INTERIOR ELEVATIONS 0 , 2 4 1� ° �I . A6.0 GENERAL NOTES AA REFER TO A7 SHEETS FOR MOUNTING AND CONNECTING DETAILS. O SEE SHEET A5.0 FOR CEILING FINISH CALLOUTS. © CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY PROJECT ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. O DIMENSIONS SO AARE TO FACE OF FINISHED O SEE SHEET A4.0 FOR GRAPHIC SCHEDULE ON TAGGED ITEMS. ELEVATION SHEET NOTES O PAINT TRANSITION STRIP TO BE PAINTED TO MATCH WALL ABOVE, TYP. SEE DETL 1, SHT A3.2. O FOR SUSP. TRACK MTG. HEIGHT SEE SHEET A5.0. O MUSIC SAKER WALL MTD. 0 X' -X" OF O REFER TO FINISH SCHEDULE SC3.0 FOR LAMINATE WALL COVERING. GC TO ADHERE 12'L x 30" H PANELS TO WALL WITH MFG. APPROVED MASTIC. O G.C. TO SCRIBE AND FIELD -CUT FILLER KITS WHERE SHOWN. REFER TO A3.2 FOR THE CASEWORK SCHEDULE, AND DETAILS 1/A7.2. o SEP 14 2001 RS NOTED 6t 0 1 2 4 8 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 88134 (206) 318 -1575 THESE PLANS ND SPECFCATI@6. AS WELL AS STAR9KNS' NNE AND LOGO. TRADEMARKS AND DESIMS ARE THE EXCLUSVE PROPERTY OF STARDOMS CORPORATION- ANY REPRODUCTION. YOOFICATION. D6CLOSIFE AND /OR USE OF THESE MATERIALS <OR ANr PORTION OF THEW WITHOUT STAABUCNSPRIOR WRITTEN CONSENT S STRICTLY PROMHIm. CONS © 1997 REV DATE JC DESCRIPTION 2 W W -_ � W o f— U z Y uJ 0 c z m Q C/) D 0 PROJECT NO. 12197001 CONCEPT: EB - ROAST ISSUE DATE: 082001 PM: J. CHOLEWCZYNSI JC: JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER SCALE: 3 /8" =1' -0" (DO NOT SCALE DRAWINGS) SHEET TITLE CORPORATION INTERIOR ELEVATIONS 4111 la " C A6.1 0 HANDOFF PLANE W/ BRACKET (BELOW). REFER TO 5/A7.0 FOR INSTALLATION DETAIL. DIPPER WELL WITH 1 y," INDIRECT DRAINLINE TO FLOOR SINK BELOW. FISHER WATER STATION WITH N INDIRECT DRAINLINE TO FLOOR SINK BELOW, AND WATER TOWER WITH 3 /8' CWF SUPPLY. INSTA -HOT DISPENSER IN STORAGE TANK BELOW) WITH I / CFW SUPPLY DIPPER WELL FAUCET WITH J CW SUPPLY L1 OUTLINE EXTENDED TOPCAP & DIE WALL OUTLINE OF ADJACENT Fl CABINET COUNTERTOP O C221 BARISTA SNEEZE GUARD INSTA -HOT DISPENSER & WATER TOWER DIPPER WELL INSTA -HOT STORAGE TANK PUMP FOR ESPRESSO MACHINE ON SHELF B .24" AFF CW STUB-UP, SHUT-OFF VALVES, AND SUPPLY LINES. B FOOD CASE POS CABINET BEYOND BARISTA BEYOND U7 ►:f I Oh _r_1 -- goo SURFACE MOUNTED FLEX. CONDUIT AND RECEPTACLES FROM STUB -UPS BELOW FOR ESPRESSO MACHINE & REFRIGERATOR. 'UF STUB-UP, SHUT-OFF VALVES, AND SD 221ES BARISTA REFER TO 11/A7.2 FOR OVERHEAD SOFFIT AND BULKHEAD WALL DETAILS GYP. BD SOFFIT AND ACT CEILING ABOVE FOLD -UP SHELF PULL -OUT COMPRESSOR CART ROLLS FORWARD WITH QUICK DISCONNECTS AND FLEXIBLE REFRIGERANT LINES. NOTE - ELECTRICAL SUPPLY FROM ADJACENT POS CABINET. SEE DETAIL 17/A7.0. n E339 FOOD CASE SECTION 4 GROUP ESPRESSO MACHINE W / %" CWF SUPPLY. WELL PITCH MFG. F.P.T. INDIRECT DRANLINE FROM DRAIN TRAY TO FLOOR SIN( (BELOW). INDIRECT DRAIN LINES TO FLOOR SINK UNDER ICE CREAM/STORAGE CABINET (SEE DETAIL 1/A7.1) 4 111 O wrak CUTOUT IN BOTTOM PANEL TO ACCESS CONDUIT BELOW POS ON CASH CORRAL CASH DRAWERS (BEHIND) MOUNT POS TRANSFORMER TO FALSE BACK OF LOWER DRAWER COMPARTMENT. MOUNT SURGE PROTECTOR TO LOWER SHELF PHONE CABLE WITH JACK (6) N. CONDUIT STUB -UPS. (1) DEDICATED POWER FOR POD, (O POWER FOR CHECK VALID. PRINTERS, AND CASH DRAWERS, (1) POWER FOR FOOD CASE, (1) LAN (1) PHONE, & (1) SPARE. SEE SHEET E -2. C206 72)) BEV / CUP STORAGE POS GC TO FIELD CUT HOLES IN FALSE BACK FOR POWER, DATA, AND PHONE CABLES. 6' GROMMLIS SUPER ESPRESSO GRINDER (DECAF) MOCHA PUMP MAYOR ESPRESSO GRINDER (REGULAR) WOOD CAP INSTALLED BY G.C.IN FIELD W/ WOOD GLUE. KNOCK BOX w/ SHIELD PLAN VIEW OF EQUIPMENT LAYOUT 4 GROUP ESPRESSO MACHINE ESPRESSO GRINDERS MOCHA PUMP SURFACE MOUNTED 4 -PLEX OUTLET FOR ESPRESSO GRINDERS. 24oz. CUP HOLDERS (4) 12oz. CUP HOLDERS (2) MEDIUM -SAD TRASH CAN METAL CORNER GUARD AT BOTTOM EDGE MeV DRAWER UNDERCOUNTER REFRIGERATOR PARTNER SEE ELEVATION POWER Kt4tIIAULt VUK UNDERCOUNTER REFRIG - & INSTA -HOT DISPENSER 120 V. MOUNT 4 30" AFF ON INSIDE FACE OF CABINET, NEMA 5 -20R _ I4" ELECTRICAL STUB -UPS O C221. BARISTA REMOVABLE FRONT PANEL (W/ ELECTRICAL CHASE BEHIND) (3) N" CONDUIT STUB -UPS. (1) POWER, (1) LAN AND (1) SPARE. REFER TO SHEET E-2 FOR FURTHER DETAIL. GROMMET HOLE (ABOVE) -FIELD INSTALLED BY GC INTERACTIVE SAFE EDGE OF COUNTERTOP (ABOVE) CWF N I'4' CW STU -UP PUMP SHELF (ABOVE) FALSE BACK AND ELECTRICAL CHASE EDGE OF COUNTERTOP GROMMET HOLE (ABOVE) LINE OF TOE KICK (BELOW) PULL -OUT DRAWER CUP STORAGE ABOVE PLAN VIEW 0201 BEAN POS VV/SAFE 12oz. CUP HOLDER (2 EA.) CHECK VALIDATION PRINTER UNDERCOUNTER SAFES (2 EA SIDE) TO BE BOLTED IN PLACE WITH VENDOR PROVIDED HARDWARE STORAGE PVWtK KtLtr IAULt tUK tJYKt3JU La c L c MACHINE - 220 V. MOUNT B 30" AFF ON INSIDE FACE OF CABINET, NEMA L6 -50P 1/4" - 1' - 0" n2nR REV / CL JP STORAGE POS - WIRING SCHEMATIC RUN CONDUIT & PLACE OUTLET BOX W/ BLANK COVER FOR FUTURE 2nd ESPRESSO MACHINE. SEE SHEET E2.0 NOTES 4,18,19 & 20 UNDERCOUNTER REFER "-C213 G CABINET OUTLINE PRE -PACK BEAN TOWER }_0 LINE OF TOE CK (BELOW) PULL -OUT DRAWER PLAN VEW (5) 14' CONDUIT POWER, DATA, AND PHONE STUB -UPS R (BEHIND TOE KICK) (1) 1'4' SPARE CONDUIT STUB -UP (BEHIND TOE KICK) R r- T-21/4" T-2 POWER FOR POD, 120V. NEMA 5 -20R POWER RECEPTACLE FOR SCALE, CHECK VALE. PRINTER, AND CASH DRAWERS - 120V. 4-PLEX, NEMA 5 -20R OPTIONAL CASHDRAWERS SIDE ADJACENT TO FOOD CASE UNDERCOUNTER SAFES (BOLTED IN PLACE) POWER FOR SAFE, 120V. NEMA 5 -20R INTERACTIVE SAFE (NOTE DOOR SWING) J -BOX FOR SECURITY ALARM POWER & DATA WRING IN CHASE BEYOND_ 24oz_CUP HOLDER (2 EA.) MOUNT J -BOXES FLUSH TO INSIDE FACE OF FALSE BACK. ATTACH BOX BRACKET SO J- BOXES CAN REMOVED FROM THE FRONT SIDE. MOUNT CASH DRAWER TRANSFORMER DIRECTLY TO FALSE BACK, AS SHOWN DATA CABLE WITH 12-11 JACK. BUNDLE EXTRA CABLE AND SECURE WITH CABLE TIES, AS SHOWN. FALSE BACK PANEL (11 FLEX. CONDUIT WITH POWER TO FOOD CASE 4 9" AFT. REFER TO COLUMBUS SHOWCASE SPECIFICATIONS FOR LOCATION OF J -BOX. (2) FLEX. CONDUIT TO J- BOXES,(D POWER FOR CHECK VALID. PRINTERS AND CASH DRAWERS, AND (1) DEDICATED POWER FOR POS. L /// C201 BEAN POS VII/ SAFE N - P -0" POS C206 72" BEV / CUP STORAGE POS TELEPHONE 1 /z" CASH DRAWERS POWER RECEPTACLE FOR SCALE, CHECK VALID. PRINTER, AND CASH DRAWERS - 12DV. 4- PLEX, NEMA 5-20R. MOUNT BOXES & .28" AFF. DEDICATED POWER FOR POS. - 120V (ORANGE) NEMA 5 -20R. ELEVATOR 4 PLEX . MOUNT AT .30" AFF ON INSIDE FACE OF CABINET, NEMA 5 -20R PULL -OUT DRAWER W/ CUP DISPENSER ABOVE. LINE OF TOE KICK (DASHED) PLAN VIEW ELEVATION CASH DRAWERS WITH 10 STOP BEHIND, AND CABLING TO CHASE. ADJUSTABLE SHELF TOE KICK - TYP. PRE -PACK BEAN TOWER ATTACHED TO CASEWORK W/ MURAKOSHI SCREWS (2 PLCS EA SIDE) METAL BRACKET TO SUPPORT HANDOFF PLANE. CASEWORK INSTALLER TO SECURE BETWEEN (2) WOOD FINS W/ (21 MURAKOSHI BOLTS. ATTACH TO HANDOFF PLANE FROM BELOW WITH (4) PAN HEAD WOOD SCREWS. MURAKOSHI BOLT (TYP. OF 2) GC TO ADD HDWD BLOCK TO INSIDE OF SHROUD AND SECURE HANDOFF BRACKET W/ BARREL BOLT PROVIDED BY CASEWORK VENDOR WOOD FIN BY CASEWORK VENDOR O BARISTA HANDOFF PLANE OPTIONAL POS MARMOLEUM TOP WITH STEEL EDGE BANDING CASH DRAWERS W/ 10 STOP BEHIND, AND CABLING TO CHASE. NOTE - ALL ELECTRICAL WORK TO BE CONFIGURED SO AS TO ALLOW SERVICE ° ='=RON REMOVABLE FRONT SIDE OF CASE. (SIM. 12/A7.0) 1 /2 "dia HOLE IN PARTITION OF CASEWORK AT 11" AFF FOR SAFE POWER AND ALARM WIRING y C206 POS SECTION C201 BEAN /SAFE POS 4 ***Nta44, ACCESS CUTOUT SCALE gTY SEP 14 211111 I!S NOTED Di SIDE VIEW ELECTRICAL STUB -UPS NOTE - ALL ELECTRICAL WORK TO BE CONFIGURED TO ALLOW SERVICE FROM REMOVABLE FRONT SIDE OF CASE. SECTION REMOVABLE MARMOLEUM TOP WITH STEEL EDGE BANDING REMOVABLE FRONT PANEL W/ ELECTRICAL CHASE BEHIND. MOUNT ALL ELECTRICAL GEAR TO FRONT SIDE OF FALSE BACK. (SEE 17/47.51 SECTION STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE PLANS AND SPECIFICATIONS. AS WELL AS STARBUOISNNE MD LOW. TRADEMARKS AND DESIGNS ANE THE E%QIF3VE- PROPERTY OF STARBUCKS CORPORATION. ANT REPROONCTDN. NOUFICATON, DISCLOSURE AND /OR USE OF THESE MATERIALS (OR ANY PORTK#I OF THEW WITHOUT STARBUCKSPRIOR WRITTEN CONSENT IS STRICTLY PRONE ED. REV DATE JC DESCRIPTION 2 Li] W LL LIJ o F- z 0 0 U m C/) D � V CO CO co 0) PROJECT NO. 12197001 SCALE: 3.1.".--1'-0" (DO NOT SCALE DRAWINGS) SHEET TITLE SECTIONS AND DETAILS 0 CONCEPT: EB - ROAST ISSUE DATE: 082001 PM: J. CHOLEWCZYNSI JC: JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER X17.0 2 , 6 ,. -ter & -I ,♦ '\ / \ 'N - -/ \ ,/ 2 , 6 ,. uIi I _ _ FREE - STANDING ICE BIN /BLENDER CABINET BLENDERS RECESSED INTO SHELF FLOOR SINK (BELOW) O C238 CABINET 1 � = P - /2 FOR BREWER 2" WASTE LINE FROM SINK ABOVE (TYP.) /2' H W. & % C.W. SUPPLY FOR HAND AND DUMP SINK SINK (ABOVE) TYP. LINE OF TOE KICK TRASH DROP (ABOVE) PLAN HEW T -0" C T -0" C230 C288 C233 16" STORAGE 16" TRASH 24" STORAGE O C230, C288, C233, U.C. REFER, BACKBAR CABINETS POWER RECEPTACLE - FOR BREWER.220V NEMA 14 -50R, MOUNT AT 24" AFF_ \ \� SISHE WATER 4 -PLEX POWER STATION N (ABOVE) RECEPTACLE FOR D COUNTERTOP COFFEE WARMERS & ® (ABOVE) GRINDER ABOVE. MOUNT AT 22" AFF LINE OF TOE KICK (BELOW) O C237 BREWER CABINET 11 y , 1 ,_ O „ VARIES 2' -6" DNB WALL FILLER SCRIBE MOLT M -(M8 4- COMPARTMENT DRAWER LINER MOD C -264 BEAN DRAWER STARLESS STEEL SPLASH AND CASE BLENDERS J -BOX FOR BLENDERS INSULATED DRAWLINE FROM ICE BIN ABOVE NSF APPROVED ADJUSTABLE S.S. LE.S. FLOOR SINK SET FLUSH TO TOP OF FLOOR TILE C238 CABINET )'" ' T-0" GROMMET (ABOVE) fl2g4. TIRSI IF R C RFAN DRAWER CABINETS -- /2" CFW SUPPLY & 1W WASTE LINE FOR FISHER WATER STATION PLAN VIEW 2' - 7" CLR. UNDERCOUNTER REFER. COFFEE WARMERS WHOLE -BEAN GRINDER LINE OF TOE KICK NO TCH MOD C -234 TISSUE /STORAGE CONTINUOUS COUNTERTOP )ABOVE) NEMA 5 -20R RECEPTACLE FOR FUTURE UNDERCOUNTER REFER 24" AFF.FLUSH BOX TO FACE OF GYP. W/ BLANK COVER PLATE. ELEVATION PLAN YEW JNttLt WNW TOP CAP REMOVABLE PANEL 1%2" o 3 C21.3 F.I. CABINET y4 .1.-0- C246 HAND SINK TOP C237 BREWER CABINET , 1 , - TYP. OVERHANG \ COFFEE BREWER . FISHER WATER STATION W/ WATER TOWER STARLESS STEEL COUNTERTOP AND BACKSPLASH WITH END PANELS 3/ INDIRECT DRAINLINE TO UNDERCOUNTER ABS 3 "X2" REDUCING COUPLING, W/ 2" ABS P -TRAP & TIE -IN TO WASTE PIPING. POWER RECEPTACLES FOR WARMERS, GRINDER AND BREWER. NOTE. NOTCHED BACKSPLASH IS TO COORDINATE W/ OVERHANGS OF ADJACENT COUNTERTOPS. ELEVATION C240 TRASH DROP TOP NOTE TOP OVERHANG @ GRINDER END IS TO COORDINATE W/ ADJACENT BREWER COUNTERTOP BACKSPLASH TC STAINLESS STEEL TOP AND BACKSPLASH ADJUSTABLE SHELF INDIRECT DRAINLWE FROM ICE BIN — FLOOR SMI( J BOX FOR FUTURE EQUIPMENT SECTION BACKUNE WALL POWER RECEPTACLE FOR BREWER N 24" AFF. Y2' CFW SUPPLY AND SHUT -OFF VALVE FOR BREWER CONTINUOUS MARMOLEUM COUNTERTOP AND TOPSET BACKSPLASH WITH STEEL EDGE BANDING. MOD C -234 TISSUE /STORAGE TOP CAP REMOVABLE PANEL C238 ICE BIN /BLENDER O CABINET C257 54%2" TOP 11 C288, C233, UC REFER, BACKBAR CAB NETS ® C2301 Y1" = 1, -O„ C237 BREWER CABINET y4'» - T - O" MOD C -264 BEAN DRAWER ,-,C234 TISSUE & C264 BEAN DRAWER CABINETS 4 -PLEX CONVENIENCE OUTLET & 48" AFF C230 C288 C233 IWDERCOUTITER REFER. POWER OUTLET FOR 16" STORAGE 16" TRASH 24" STORAGE 2'7" CLP_ REFER @ 24" AFF 1" OVERHANG 3" TOE KICK REMOVABLE BI -PASS SLIDER LID. REMOVABLE BLENDER SHELF.GC TO ATTACH WITH (41 5.5. SCREWS BY CASEWORK MFG. K -TEC BLENDER MOTOR RECESSED INTO SHELF WITH REMOVABLE SHROUD - ABOVE. 1" INSULATED DRAINLINE TO FLOOR SINK. 4 -PLEX J -BOX MOUNTED N 12" AFF. BUNDLE EXCESS BLENDER CORD AS SHOWN. COFFEE BREWER ELEVATION STAINLESS STEEL COUNTERTOP AND BACKSPLASH WITH END PANELS BEAN DRAWERS LABEL HOLDERS MOUNTED N LH SIDE OF DRAWERS FILLER SCRIBE @ END OF RUN SECTION ADJUSTABLE SHELF FOR STORAGE 4 -PLEX CONVENIENCE OUTLET MOUNT AT 48" AFF GC TO CUT COUNTERTOP TO FIT IN FIELD SECTION 444 "® AFF BACKLINE WALL y2 " HW & %2'C.W. SUPPLY LINES AND SHUTOFF VALVES W/ T- FITTING TO DUMP SINK. 2" WASTE LINE PULL-OUT DRAWERS FOR WHOLE BEAN STORAGE FACE OREINTED TOWARDS CUSTOMER SIDE OF BAR. EDGES SLIP -FIT INTO %2" x 1" ALUMINUM CHANNEL (BY VENDOR),SCREWED TO TOP CAP AND BACKBAR WING WALL. FRONT EDGE OF PARTITION SCREWED TO HANDOFF PLANE WITH COUNTERSUNK SS SCREWS. GC TO INSTALL HARDWOOD TOP CAP (SUPPLIED BY CASEWORK VENDOR). TOP EDGE OF BACKSPLASH CONCEALED BY WOOD CAP ABOVE. SC TO FASTEN BACKSPLASH THROUGH PRE - DRILLED HOLES WITH PAN HEAD S.& SCREWS (SUPPLIED BY VENDOR). BARISTA'S MELAMINE DIE -WALL ASSEMBLY REMOVABLE WMV PANEL HELD BY MURAKOSHI ALLEN -HEAD SCREWS AT CUSTOMER SIDE. O TOP CAP / ACRYLIC PARTITION NTg SECTION VIEW 1)0/ 24%2" 1 /2' 24%2' 3" TOE KICK C264 BEAN DRAWER CONTINUOUS STARLESS BACKSPLASH & COUNTERTOP W/ INTEGRAL SINK BOWLS. 1" OVERHANG CITY OF TUKWILA APPROVED SEP 14 2001 AS NOTED BL)ILDRNG D C230 HAND SINK CABINET CONTINUOUS BACKSPLASH MARMOLEUM BACKSPLASH W/ STEEL EDGE BANDING OVERHANG - TYP. RECEIVED clTV of n�Kr��� a AUG 2 P 2001 PERMIT CENTER SECTION STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE PIA NS Aro SYE[FGTIdS. AS WELL S STAABW(SN AND LOGO, TRADEMARKS MO DESIGNS ARE TIE EXCLUSIVE PROFFRrY OF STARBUCKS CORPORATION. ANY REPRODUCTION. MODFICATON.DISCLOSURE AND /OR USE OF TtES MATERIALS (OR ANY PORTION OF TI WITHOUT STARBUCKS PRIOR WRITTEN CONSEW STICILY PROHIBITED- 2 w L W L_ 0 1- � W z C.) U _ CO Q I D 0 V J SHEET TITLE REV DATE JC DESCRIPTION PROJECT NO. 12197001 CONCEPT: EB - ROAST ISSUE DATE: 082001 PM: J. CHOLEWCZYNSI JC: JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER SCALE: (DO NOT SCALE DRAWINGS) SECTIONS AND DETAILS A7.1 KING COUNTY SEATTLE, WA COMPRESSION STRUT SIZE MAXIMUM LENGTH N" DIAMETER CONDUIT 8' -6" 1" DIAMETER CONDUIT (EMT) 10' -0" SINGLE 2%i" x 20 GAUGE METAL STUD (I MIN. = 0.18 ") 11' -6" BACK -TO -BACK 2 x 20 GAUGE METAL STUD SCREWED TOGETHER a 24" O.C. 15' -0" TOP CAP AND — SNEEZE GUARD. STAINLESS STEEL TOP AND BACKSPLASH 11 J -BOX a 16" AFF DRAINLINES FROM ADJACENT BARISTA METAL LEGS FLOOR SINK SET FLUSH TO TOP OF FLOOR TILE QC213 F.I. CABINET S.S. COUNTERTOP WITH MARINE EDGE EACH SIDE 9' -0" AFF - ACT 8' -6" AFF - SOFFIT BACKBAR WALL LINE r INSULATED DRANINE FROM ADJACENT ICE BIN SECTION @ BEVERAGE POS ye . T - APPLY CONTINUOUS BEAD OF `SANITARY GRADE SILICONE SEALANT 3ETWEEN COUNTERTOPS MEDEX COUNTERTOP SUBSTRATE WITH PRE - BORED RECESS AT BOLT HOLE LOCATIONS. NOTE - WHERE COUNTERTOP EDGES END ALIGN BOLT HOLES BETWEEN IN AN EXPOSED CONDITION, GC TO FILL ADJACENT COUNTERTOP EDGES BOLT HOLES WITH S.S. PAN -HEAD SCREWS ON EACH SIDE OF T -SEAL AND FASTENED INTO SUBSTRATE BEYOND. THRU -BOLT AS SHOWN. COUNTERTOP SEAM DETAIL ELEVATION SNEEZE GUARD. (ABOVE) SINGLE -GANG J -BOX a 16" AFF W/ FLEX CONDUIT TO BACKLINE WALL (FOR FUTURE ICE CREAM FREEZER) METAL LEGS (BELOW) COUNTERTOP-- (ABOVE) TO FACE OF BACKLINE WALL C213 F.I. CABINET ); ` - r -o" SPRINKLER SUPPLY PIPING (WHEN REQUIRED) ?- - TO BE CONCEALED BEHIND BULKHEAD WALL. J 2' -4" BREWER CABINET PARTNER SIDE OF BULKHEAD WALL 5' -4N" L -307 LIGHT FIXTURES IN SOFFIT ABOVE - CENTERED OVER POS COUNTERTOP BELOW 4' - '/4" CLEAR 9' -11' FACE PANEL FLOOR SINK EQ. EQ BEVERAGE POS PUN VEIN VERTICAL COMPRESSION STRUT 2" MAX. FROM BRACING WIRES TO CROSS TEES 12 GA HANGER WIRE a 48" O.C. EA WAY TO BE ATTACHED a MAX OF 45 DEGREES, MIN OF 4 TIGHT TURNS IN We N BOTH SIDES OF ALL BRACING WIRE TYP MAIN RUNNER a 4' -0" O.C. SHIM AS NEEDED CROSS TEE a 2' -0" O.C. OR 1' -0" O.C. AS SHOWN TOP CAP REMOVABLE PANEL O 0213 F.I. CABINET 1%2" n T BAR CEILING DETAIL - SEISMIC REQUIREMENTS - - / MENU BOARD. SEE INTERIOR ELEVATIONS FOR SPACING ALONG SOFFIT AND 14/A7.2 FOR MOUNTING DETAILS. SOFFIT AND HANDOFF PENDANT LIGHT FIXTURE BEYOND. BARISTA, F.I. CAB & BLENDER/ ICE BIN C ABINET BEY STAINLESS STEEL TOP AND BACKSPLASH ADJUSTABLE SHELF INDIRECT DRAPA_INE FROM ICE BIN FLOOR SIB( J -BOX FOR FUTURE EQUIPMENT SECTION NOTES: 1. ALL 24 "048" CEILING LIGHT FIXTURES & 24 "024" HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MINIMUM OF (2) HANGERS a OPPOSITE CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. 2. ALL INTERIOR WALL & CEILING FINISHES SHALL BE INSTALLED TO CLASS III FLAME SPREAD. 3. 45 DEGREE BRACE WIRES & COMPRESSION STRUTS ARE TO BE PROVIDED ONLY IF REQUIRED BY LOCAL BUILDING DEPARTMENT. 4. COMPRESSION STRUTS : STEEL SECTION WITH L/R RATIO OF 200 MAXIMUM. ATTACH TO MAIN RUNNERS WITH 1/4" MACHINE BOLT AND TO STRUCTURE WITH A6 DIAMETER POWER DRIVEN STUD. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. SEE TABLE ABOVE. ROOF /FLOOR SHEATHING EXISTING JOISTS a 24" OC MAX. HANGER BRACKET - SIMPSON •HU44 (OR EQ.) 1/2' ALL THREAD BOLT W/ WASHER N 32" OC MTL STRUT STRUCTURE O BULKHEAD WALL ATTACHMENT DETAIL 1 -V2" - r -0" 3 -5/8" 20 ga MTL DIAGONAL STUD BRACING W/W PAN HEAD TYPE "S" SCREWS 6" 20ga MTL STUDS a IN OC BULKHEAD WALL FRAIANG ATTACHED TO STRUCTURE ABOVE. 2 X 8 WOOD BLOCKING RUN DRYWALL 6" PAST GEEING (TYP_) LAY -II ACT GEEING OVER BACKBAR 9' -0" OFF N _ ACT ANGLE CUP FOR SUSPENDED CEILING B' -6" OFF SOMT 3-5/8" 20ga MTL DIAGONAL STUD BRACING W / %" PAN HEAD TYPE "S" SCREWS %" GYP BOARD ON ALL SURFACES ISRLE FROM BELOW. V 35" 20ga MTL. STUDS FOR HORIZONTAL SOFFIT FRAMING a 16" O.C. II SQ O BULKHEAD WALL / SOFFIT DETAIL ¥4 • - r -o" VARIES 4"x4" WOOD a 32" OC (MAX.) 6" 16ga MTL STUD TRACK W/ %" PAN HEAD TYPE "S" SCREWS 3 5/8" 20ga MTL STUD a 16" OC W/ %" PAN HEAD TYPE "S" SCREWS GWB FACE (BETWEEN 4` -1' - 6' -0" MAX.) /I ,,, NM ME %" GYP BOARD ON ALL SURFACES VISIBLE FROM BELOW. L 574 48" LIGHT FIXTURES SPACED CONTINUOUSLY ALONG BULKHEAD WALL W/ 1x4 PAINT GRADE TRIM FOR VALANCE. %Z' PAINTED CDX PLYWOOD 3 -5/B" 20 ga MTL AC W 3 /a" PAN HEAD TYPE TRK "S" S CREWS MENU BOARD 7' -1" AFF MENU BOTTOM EACH MENU BRACKET ATTACHED TO SOFFIT W/ (2) I /4= x 2Y';' LAG SCREWS. %,, PLYWOOD W/ 3/e" PAN HEAD TYPE "S" SCREWS a 6" OC T &B REc CRYOF� W A Li G 2 0 2001 PER MITCENTER -- 7)D/ -275 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH. SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE PLANS AND spECFCATIoNS.AS WELL 0.S STAIN3UcKSNNE AND LOGO. TRADENNI6 AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF STARHMLXS CORPORATION, NTY REPRODUCTION. NOD¢ICATION.06CLOSu E AND /OR M,SE OF THESE WTFRV,S (OR ANY PORTION CF THEW 'RNDUT STARBUCKSPRIOR'MITTEN CONSENT IS STRICTLY PROHEIRED. REV DATE JC DESCRIPTION J J 2 w W 0 1— � Z w c U I co Q U) D 0 V J SHEET TITLE CO CD co PROJECT NO. 12197001 CONCEPT: EB - ROAST ISSUE DATE: 082001 PM: J. CHOLEWCZYNSI JC: JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER SCALE: (DO NOT SCALE DRAWINGS) SECTIONS AND DETAILS A7.2 PROJECT CODE: 12197001 NOTE: FOR ALL BACKER EXTERIOR SAW COLD JOINT TYPES USE ROD AND SEALANT WALL CONINTfON CUT JOIN7 FORMED JONT FOOD ICE MACHINE - ALLOW FOR MIN L P'B L L /�^ *� vL ; . 6. ( fl ,.Af "- * 3:1 i( �� `{ � 01997 IGHT SIDE OF E ANY R ADJACENT OBJECT /WALL FOR VENTING FULL HT. CASEWORK i r T --, ADJUSTABLE LEG i CASEWORK LSWORKROOM D E i iri BULLNOSE SANITARY %" COVED TILE BASE COMPARTMEN BULLNOSE SANITARY 3 /" COVED TILE BASE TILE FLOORING TILE FLOORING 1 — • STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SO(JTi 1 SEATTLE, WASHINGTON 96134 (2o6)318 _ NOTE: MECHANICALLY SAND AND SCARIFY WOOD SUBSTRATE TO COMPLETELY REMOVE ALL FINISH. TROWEL ON A PRIMER COAT OF MAPEI'TYPE 1, KER 903' ADHESIVE AND ALLOW TO AIR DRY.APPLY NOTCHED TROWEL COAT OF KER 903 ADHESIVE AND INSTALL TILE PER SPECIFICATIONS. TILE BASE @ CABINET 2 TILE @ INT WALL _ _ _ NOTE: MECHANICALLY SAND AND SCARIFY WOOD SUBSTRATE TO COMPLETELY REMOVE ALL FINISH. TROWEL ON A PRIMER COAT OF MAPEI'TYPE 1, KER 903' ADHESIVE AND ALLOW TO AR DRY. APPLY NOTCHED TROWEL COAT OF KER 903 ADHESIVE AND INSTALL TILE PER SPECIFICATIONS. INTEGRAL CABINET BASE ADJACENT TO FO CASE I I I. TILE JOINTS nFrm I -- ] ii SANITIZER ELEV @ WORKROOM SINK r� PLANS , BE � 9 AND/OR USE DISCLOSURE /MUCKS PRIOR WRITTEN CONSENT U O 4 SET O SCALE • 3' 0 SCALE • 3' - 1' -0' INTEGRAL SCALE - �� 70 RECIStEWO AW(1WL1ER FRener STATE Q WASHINGRIN t �`yll, ALARM — - R I `LINE OF CEILING PANEL ' AND JACKS OUTLETS SECURITY - -, 2' -6" 0 2' -6" 1 s r.- , II- r — I � i, -- I ' \ MONITOR � I SHELVING SECURED A' REV DATE JC DESCRIPTION JiV ,;0-1 AV ..8-1 -- SECURITY RECORDER TO SOLID BLOCKING EMERGENCY� 11 CALL PHONE I MUSIC SYSTEM mI_,% W/ OUTLET LEI MONEY COUNTER —i 1 L i'� NR KEYBOARD � MONITOR PRITE _� LAN HUB MODEM CPU ill FILE ��� CABINET OUTLETS AND JACKS STARBUCKS COFFEE PROJECT: SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 COUNTY: KING COUNTY III MANAGERS DESK ELEV 6 SCALE - %" • 1' -0': r PLYWOOD FLOOR OR WATER HEATER GLASSCRETE CEMENT BOARD (21 3% 16 GA MTL STUDS TYP W/ /" GWB EACH SIDE (2) 6" 16 GA MTL JOIST TYP W/ 4/z X 12 PANHEAD I ill 1E S , _ SHEET MIL SCREWS W/ WASHERS TYP. ALIGN JOIST W/ WATER HEATER PLAN VIEW "FEET" BLDG LID ABOVE CEILING TILE - OPEN FOR HOT WATER HEATER - IF REQUIRED WATER HEATER ---- - - -- -- 1(r," 16 GA. STRAP DRIP PAN W/ ,I DRAIN TO SINK BELOW ''! , OR z ELECTRICAL CONDUIT ANCHOR TO WALL WITH MINIMUM (4) 5 16 X 3 LAG BOLTS FRP N SHELF SHELF ; MOP HOLDER WIRE RACK LINE ENCLOSURE W/ FRP FAUCET I HOSE CLIP SINK ' PROJECT NO. 12197001 CONCEPT: EB — ROAST ISSUE DATE: 060001 J. CHOLEWCZYNSI JC: JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER p SE? 14 2V AS (DOTED DEG D mg^`1 cm of ruKw¢a AU6 2 8 2007 RERMfr C FI , R . FR . - - A M PM: BUTYL RUBBER CAULK � , 5'-10" 16 GA MTL. STUD ,' 5 I� i TUB % ` , ' �' SCALE: VARIES (DO NOT SCALE DRAWINGS) SHEET TITLE SECTIONS AND DETAILS /8 GWB TI FRP MOP ® T-0" -� n MOP SINK ELEVATION MOP SINK SECTION A7.3 M006 T NY TIMES RACK MOLI BIB1418DP 1/4" CW 3/4" I CALL 877 - 787 -3250 TO ORDER 122885 GC M012 2 CONDIMENT TRASH DROP NORPRO 78730 MODIFIED 1/2" CW /HW 3/4" I - 173271 3PL M017 1 MOCHA PUMP CONTAINER NORPRO 78164 115 9.8 1/2" CW /TW 3/4" I W/ GRILLE 173273 3PL M018 1 BEAN DRAWER LINER "A" KIT POLAR CUSTOM 115 1 1/2" RS H/C 11/2" D 4 BINS PER LINER, 2 LINERS PER BOX 166308 3PL MO21 1 LEGS FOR 10 COMP. LOCKER IN WESTCO STEER 18606 -7 115 3.8 1/2 CW /HW 2" ID FOR CODE REQUIREMENTS ONLY 134335 3PL MO23 1 LOCKERS - STD 10 COMPARTMENT WESTCO STEINER 70210 120 30 WATTS 3 „ D ATTACH TO WALL 122223 3PL MO26 1 COAT RACK BRADLEY =9945 120 CWF 2" D AT BARISTA 119878 3PL M032 8 METRO STORAGE SHELVES ISS =1836Y INTEGRAL TO SS COUNTERTOP C -256/7 120452 3PL M033 g METRO STORAGE POSTS ISS =PY86 4 PER BOX 120453 3PL M034 6 24 LDER E CUP HO SAN JAMAR C3400CH 134741 3PL MO35 4 HOLD12 OZ.R CUP E SAN JAMAR C3200CH 134742 3PL M043 1 FIRE EXTINGUISHER FIRE COSMIC 5E: COSMIC •M6818 119921 3PL M046 1 KEYBOARD TRAY OFFICE ENVIRONMENTS 115125 3PL M047 1 BULLETIN BOARD BOISE CASCADE 24 X 36 801112 3PL M049 1 FILE CABINET OFFICE ENVIRONMENTS 89- 101121 101121 3PL M053 1 SOAP DISPENSER WALL MTD BRADLEY •6542 119874 3PL M054 1 SOAP DISPENSER DECK MTD BOBRICK B -8221 FOR RESTROOM SINKS 162805 3PL M055 1 1/2 SIZE TOWEL DISPENSER FORT HOWARD "Q" FOLD TOP FEED 566 -40 FOR RETAIL N. AMERICA ONLY 122312 3PL M056 1 FULL PAPER TOWEL DISPENSER FORT HOWARD '566 -50 "C•• FOLD FOR RETAIL N. AMERICA ONLY 119873 3PL M067 1 MOP RACK BRADLEY =9953 837 -001 119879 3PL ` P007 T S E D BIN DROP - MOLI BIB1418DP 1/4" CW 3/4" I 16.5 X 12 X 17 122885 3PL P002 T DIPPER WELL BOELTER CO. =129 1/2" CW /HW 3/4" I USE DIPPER FAUCET 106167 3PL P007 2 WATER STATION SINK FISHER •1400 -0000 115 9.8 1/2" CW /TW 3/4" I W/ GRILLE 165752 3PL P021 1 SINK - SS HAND @ WORKROOM POLAR K1410C 115 1 1/2" RS H/C 11/2" D WALL MTD W /GOOSENECK FAUCET 129439 3PL P025 1 SINK - WORKROOM2 COMP SPOKANE STAINLESS 2C17X17 -2 -18 115 3.8 1/2 CW /HW 2" ID FOR NORTHWEST & HAWAHUSE ONLY 166587 3PL P034 3 FLOOR SINK - 12" SO JR SMITH SQ -3- 178785 -94 120 30 WATTS 3 „ D W /3" PLUMBING TAIL PIECE 121341 3PL P036 T MOP SINK ELM MUSTEE •63 120 CWF 2" D AT BARISTA 120024 3PL P050 1 WORK SINK CASEWORK VENDOR STAINLESS STEEL INTEGRAL TO SS COUNTERTOP C -256/7 VD P051 1 HAND SINK CASEWORK VENDOR STAINLESS STEEL INTEGRAL TO SS COUNTERTOP C -246 VD A001 1 PHONE - 1 LINE SYSTEM ATT 210 TRIMLINE 1/4" CW AT BARISTA. 105126 3PL A002 1 PHONE - 2 LINE SYSTEM LUCENT 922 1/2" CW /HW AT BACKBAR COMPARTMENT SINKS 154917 3PL A004 1 MANAGERS PC WORKSTATION IBM PS 433DX 115 9.8 1/2" CW /TW AT RESTROOM HAND. SINK 116942 VD A006 1 ALARM SYSTEM FOR BID CUSTOM 115 1 1/2" CW /HW AT WORKROOM SINKS COMPARTMENT S 120454 VD A007 2 POS REGISTER IBM 4655/011 115 3.8 1/2 CW /HW FOR MOP SINK 116943 VD A009 1 MUSIC SYSTEM - PLAY 4.0 PLAY NETWORK CD P84.0 120 30 WATTS 155306 3PL A014 1 INTERACTIVE SECURITY SYSTEM NOBLER •12726 120 CWF AT BARISTA 162994 3PL P352 T DIPPER WELL FAUCET THE BOELTER CO. •51 1/4" CW AT BARISTA. 106168 3PL P353 1 FAUCET - WORK SINK DELTA 710- WF -HDF 1/2" CW /HW AT BACKBAR COMPARTMENT SINKS 120023 3PL P354 1 FAUCET - HAND SINK AMERICAN STANDARD 2385.000 1/2" CW /TW AT RESTROOM HAND. SINK 120033 3PL P355 1 SPRAY UNIT FOR COMP SINKS T &S BRASS/ BRONZE WORKS B133W 8709 -1 1/2" CW /HW AT WORKROOM SINKS COMPARTMENT S 120021 3PL P356 1 FAUCET & BRACKET FOR MOP ELM 63.600A 1/2 CW /HW FOR MOP SINK 120025 3PL P360 t FAUCET - A STORE 16 NOZZLE T &S BRASS/ BRONZE WORKS g_0156 W /64X 141095 3PL P373 2 14" FAUCET TOWER FISHER •12726 CWF AT BARISTA 162994 3PL MISCELLANEOUS SCHEDULE: ITEM' HVAC SCHEDULE: ITEM= QTY DESCRIPTION MANUFACTURER MODEL * VOLTS AMPS SUPPLY WASTE REMARKS SKU SHIP SUPPLY H005 3 SQ. 4 -WAY SUP- LAY-IN SQ. 2 -WAY SUP., LAY -IN TITUS TITUS TDC•3 - 12X12 TDC •3 12X12 2 UCT 4X24 4 -WAY - 121N 119896 2 4,24 2 -WAY - 12" UCT 129441 3PL 3PL H002 RETURN QTY DESCRIPTION MANUFACTURER MODEL VOLTS AMPS SUPPLY WASTE REMARKS SKU • SHIP H254 4 SQ. RETURN, LAY -IN TITUS 350RL •3 22X22 24524 - 22" DUCT 119889 3PL PWMBING SCHEDULE: ITEM- QTY ACCESSORIES AUXILIARY SYSTEMS SCHEDULE ACCESSORIES DESCRIPTION MANUFACTURER MODEL VOLTS AMPS SUPPLY WASTE REMARKS P804 P806 3 FLOOR SINK HALF WIRE GRATE JR SMITH WATER HEATER 1GC SUPPLIED 5031187G -94 60X20 W /4" "B" VENT 50 GAL MUST HAVE 40 GPH RECOVERY RATE -SEE P1 121342 0 3PL GC SKU • DTY E TUKWILA SEP 1 4 2001 i s NOTED SHIP ITEM* QTY DESCRIPTION MANUFACTURER MODEL • VOLTS AMPS SUPPLY WASTE REMARKS SKU SHIP A602 A606 4 2 PO5 BANK INDOOR /OUTDOOR SPEAKER AMERICAN SECURITIES TANNOY W/225X PIN 1ST AW SURFACE MOUNTED 155278 159260 3PL 3PL STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE 506116 SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE ALMS MD SPECFICATION ,AS WELL AS STM9lOfSNME AtD LOGO, TRACEIWL6 MD DESIGNS ME THE EXCESSIVE PROPERTY OF STMRBUCXS CORPORATION ANT REPROOLCROIL NOOFMATION,O6Li !MICR USE OF THESE MATERIALS tOR ANY PORTION OF MELO m.o. ST/MUCKS'PROR WRITTEN CONSENT S R/CTLY FROMM . CONSULTANTS REV DATE JC DESCRIPTION O I CC) co 0) PROJECT NO. 12197001 CONCEPT: EB - ROAST ISSUE DATE: 082001 PM: J. CHOLEWCZYNSI JC: JOE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER SCALE: NO SCALE (DO NOT SCALE DRAWINGS) SHEET TITLE SCHEDULES: MISCELLANEOUS, HVAC, PLUMBING, AUXILIARY L902 2 _ L FOR PEND - SYLVANIA 60 A -19 120 60 1/4 CWF AT BARISTA UNDER ESPRESSO 133041 VD L906 6 SOCKET EXTENDER LEVITON 2005 115 11 2SPG 2U Al2GE8 31 120 133037 VD L915 8 50 PAR 20 LAMP SYLVANIA 50 PAR 20 CAP /NFL 120 50 3/8" CWF 3/8" I WITH 500- BIN 119709 VD L941 6 5" INCAN RECESS ROUGH -IN LITHONIA LPJ N/A 1 (3) L986 LAMPS 119679 VD L042 14 5" RECESSED TRIM LITHONIA JO1A 115 4 120 64 SAME AS E302 121107 VD L944 18 75 PAR 30 LAMP SYLVANIA 75 PAR 30 /CAP /FL 130 75 FOR TRACK /SURF MTD CANS 119706 VD L957 g 4" INCAN RECESS ROUGH -IN LITHONIA -ETCH 124746 VD L958 8 4" INCAN RECESS TRIM LITHONIA 'MCIA - TP.B 125826 VD L971 8 5" FLUO RECESS ROUGH -IN LITHONIA LQJ 13DTT 120 HPF 119681 VD L972 8 COMPACT FLUO FOR SYLVANIA CF13 DD /830 120 13 119710 VD L985 2 U LAMP FOR 2X2 SYLVANIA FBO 31/830 120 31 119705 VD L986 21 48 IN LAMP FOR 2X4 OR STRIP SYLVANIA F032/830 120 32 119712 VD E301 1 _ UNDERCOUNTER REFRIG DELFIELD UC4048 115 4 1/4 CWF AT BARISTA UNDER ESPRESSO 110101 3PL E310 1 DELFIELD 3 -DOOR REFRIGERATOR DELFIELD 6076 -S 115 11 2SPG 2U Al2GE8 31 120 155031 3PL E314 1 ICE MACHINE (AIR _ 1000 -) ICE 0 MATIC C106HAP 208 0/10 13.1 3/8" CWF 3/8" I WITH 500- BIN 112639 3PL E318 1 500 LB ICE BIN ICE 0 MATIC B55 -P N/A 1 (3) L986 LAMPS 109459 3PL E335 1 UNDERCOUNTER REFRIG DELFIELD 406 -1 115 4 120 64 SAME AS E302 110100 3PL E339 7 B FOOD CASE (40 "X40 ") COLUMBUS SHOWCASE SELF - CONTAI NED, STACKED 208V / 115V 12.6 / 2.45 AMPS W/ REAR PULL -OUT REFRIGERATION UNIT 156642 3PL E526 1 INSTA HOT TAP ISE 'H778 115 11.3 1/4 CWF AT BARISTA W/ 4IN EXTENSION 110106 3PL E529 2 COFFEE WARMER PAD METALWARE CW -1 120 1 2SPG 2U Al2GE8 31 120 851010 3PL E532 2 BLENDER KTEC ICB3 120 13 L563 3 2X4 FOR ACT 141514 3PL E533 1 SCALE W/ TOWER READOUT TOLEDO .8217 120 1 (3) L986 LAMPS 125726 3PL E545 1 MONEY COUNTER THOMAS FINDLAY INC_ TR303 120 - 120 64 135624 3PL E556 1 SAFE- INTERACTIVE SECURITY LH AMSEC 650262020/8 140 -4 LH 110 1 LH DOOR SWING 167171 3PL L551 8 5" FLUORESCENT REC'D W/ L942,L971,L972 VD L560 1 282 FOR ACT LITHONIA 2SPG 2U Al2GE8 31 120 64 W/ 121 L985 LAMPS 119694 VD L563 3 2X4 FOR ACT LITHONIA 2GT 332 20GE6 Al2 120 96 W/ (3) L986 LAMPS 119695 - VD L574 6 FLUORESCENT STRIP 48" DBL LITHONIA C232 - GEB 120 64 W/ 121 L986 LAMPS 119696 VD UGHTING SCHEDULE: ITEM° QTY DESCRIPTION MANUFACTURER MODEL - VOLTS WATTS AMPS REMARKS SKU SHIP PENDANTS /SCONCES L011 BSTORE HNDOFF YELLOW 60W BASIC SOURCE '93421 1120 60 "8" STORE - BROMA - W/ L902 LAMP 148443 3PL TRACK & TRACK FIXTURES L142 L145 L174 TRACK FIXTURE, BLACK 75W TRACK FIXTURE WHITE L175 L176 TRACK WHITE 8' TRACK WHITE 4 TRACK BLACK 4' JUNO JUNO JUNO JUNO JUNO T231 -BL T231 -WH V8 -WH V4 -WH V4 -BL 120 120 75 W/ L944 LAMP USES L944 LAMP 129443 165938 165939 120167 120665 VD VD VD VD VD INCANDESCENT FIXTURES L302 L307 6 8 5" INCAN REC'D - 1 75W 4" INCAN RECD 50W W/ EXTENDER W/ L941,L942.L944, L906 W/ L915, L957, L958 VD VD ANCILLARY FIXTURES L853 2 EMERGENCY /EXIT LIGHT- WHITE LITHONIA LHQMSW3G EL N - WHITE 120 119701 VD CLtVICMCIM I JUTICUULC- ITEM' GRINDING E004 BREWING WATER SYSTEMS -- E201 E451 ITEM• 1 DISHWASHERS 1 ACCESSORIES SIGNAGE SCHEDULE: EXTERIOR QTY QTY ADDITIONAL ITEMS DESCRIPTION GRINDER - COFFEE 1 DITTING 1 I WATER SYSTEM - .. DISHWASHER DESCRIPTION MANUFACTURER WATER SYSTEM GROUP FIOBART MANUFACTURER MODEL - KR -1203 LX3OH -DP MODEL ' VOLTS 1 110 120 120/208 VOLTS AMPS 11.8 44 AMPS SUPPLY E152 BREWER - TWIN COLUMBIA AMERICAN METALWARE E162 2 ESPR. VERIX MACH_ THERMOPLAN VERISMO CTS2 40A P400E 120/ 208 VERISMO 801 208/1 32 36 3/8" CWF 3/8 CWF NEMA 14- 50R /P: 4AMPS B 240V 105373 154060 3PL 3PL 3/4" 3/4" HW SUPPLY WASTE E806 2 COFFEE SHUTTLE I AMERICAN I METALWARE I CS-1 1 120 I FOR WARMER PAD 851009 3PL WASTE REMARKS AT BACKBAR W/ BAG NEMA 14 -50 R/P REMARKS SKU 145162 139994 141319 SKU SHIP 3PL 3PL 3PL S421 STACKED FACE LIT 14" TO BE BID 120 8 I SPECIFY COLOR I (WHITE OR GREEN) VD ADL1 24" NON -ILEUM LOGO DISK ctif of iutotta WNW SEP 14 2001 Ns soca) ft cE OMSi TUKHR(, AUG 2 R 200 F ERAfR� SHIP STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE PLOTS AND SPECIFICATIONS AS WELL AS STARDOMS NOTE A!® LOGO, TRADEMARKS MO DESIGNS NE. THE EXCW9VE PROPERTY OF STARBUCKS CORPORATION: ANY REPRODUCTION. MODIFICATION, DISCLOSURE AND /OR USE OF THESE MATERIALS (OR ANY PORTION OF THE10 WITHOUT STARBOCKSPROR WRITTEN CONSENT IS STRICTLY PROIWATEO. CONSULTANTS REV DATE JC DESCRIPTION J J 2 w i1N W O 1— • z W o U CO H D 0 U O PROJECT NO. 12197001 CONCEPT: EB - ROAST ISSUE DATE: 082601 PM: J. CHOLEWCZYNSI JC: JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHKD: DIANE RANDECKER SCALE: NO SCALE (DO NOT SCALE DRAWINGS) SHEET TITLE SCHEDULES: LIGHTING, EQUIPMENT, SIGNAGE SC.2 MAT. FIN. DESCRIPTION MATERIAL TYPE /FINISH WDO8 SCC53 -E /S DOOR & DRAWER FRONTS: UPPER CABINETS; VALANCE; FACIA; BACKBAR FIT KIT & FINISHED END PANEL; REFRIGERATOR SOFFIT; CUP SHELF MELAMINE MOROCCAN FRESCO 1S / ALMOND 15 PL23 PRO MAR 200 LATEX EGGSHELL "BEETLE BROWN" BACK BAR WALL pLAM PIONITE - CHAMOMILE FIBER AT291 -S WD01/ WD02/ WD14 F73 BARISTA PANELS, TOP CAP; BEV. POS PANELS; BEAN /SAFE POS PANELS; ROLLING MERCH CUBE; CUSTOMER FIT KIT; PRE -PACK BEAN: TOWER-TOP CAP, INSERT-CABINET WMV ON MDF/ SOLID MAPLE/ MELA- QUINELLA BURGUNDY STAN WD01/ WD02 F12 CHAR RAIL WMV ON MDF/ SOLID MAPLE NATURAL STAN WDO1 F6 BARISTA: HANDOFF, APRON: CONDIMENT COUNTER; PRE -PACK BEAN: INSERT -FINS & SHELVES, TOWER - COLUMN, DECKS, FINS WMV ON AIDE SAHARA STAN WDO1 WD02 F36 BARISTA FIN; ETAGERE; STAND-UP COUNTERTOP; READING TBLS.; RECYCLE FINS; BANQUETTE & BANQUETTE W /MERCH; WMV ON HIDE/ SOLID MAPLE DEEP MAHOGANY WDO1 F10 MERCH UNIT: CABINET, SHELVES WMV ON MDF WEATHERED BRONZE STAIN WDO8 LRV =50 CONDIMENT STAND CABINET; RECYCLE STATION CABINET & DOORS; MELANIE MOROCCAN FRESCO 15 / ALMOND 15 WD11 PAINT CORE CASEWORK INTERIOR; CABINET END PANELS MELAMINE ALMOND 2S MT01 WORKROOM & EMPLOYEE RESTROOM WAINSCOT POS COUNTER RUBBER MAT - NON RIBBED RUBBER BLACK SS WS1 COUNTERS: BARISTA, BREWER, SINKS, TRASH, FUTURE INITIATIVE, CORNER FILLER, STORAGE STAINLESS STS BRUSHED MA02 PROVIDED BY GC CALL DICK ROOS (800)888 -2776 COUNTERS: BEV POS, BEAN/SAFE POS, BEAN DRAWER, TISSUE, STORAGE MARMO- LEUM SAHARA EB02 •S -SL 406- PAINT: EDGE BAND - BARISTA; POS SIDE PANELS; PRE -PACK BEAN INSERT SCRIBE; MERCH UNITS: ETAGERE WOOD TAPE STARS MATCH ADJACENT SURFACE EBOB EDGE BAND - CORE CASEWORK INTERIOR; BOTTOM OF CABINET END PANELS PVC TAPE ALMOND EB09 EDGE BAND - DOORS, DRAWER FRONTS; VALANCE; FACIA; UPPER FIT KIT; UPPER FINISHED END PANEL: CORNER FILLER CAB. PVC TAPE MOROCCAN FRESCO EB13 EDGE BAND - CABINET FACES; BACKBAR FINISH PANEL; LOWER DECK OF PRE -PACK BEAN TOWER PVC TAPE BLACK METAL ROD F53 METAL ROD AT PRE -PACK BEAN DISPLAY STEEL 2 COATS CLEAR POLY. ENAMEL METAL BAND F53 METAL EDGE BAND - BEV POS ;BEAN /SA=E POS: MARMOLEUM COUNTER; PRE -PACK BEAN DISPLAY STEEL 2 COATS CLEAR POLY. ENAMEL GENERAL NOTES: 1. Refer to casework schedule and casework plan for locations 2. wmv =white maple veneer 3. Al wmv to hove edge bonding stained to match COLOR CODE DESCRIPTION MATERIAL MANUFACTURER LIGHT REFLECTANCE VALUE REMARKS SCC53 -E /S ACCENT PAINT SHERWIN- WILLIAMS LRV =29 PRO MAR 200 LATEX EGGSHELL "BEETLE BROWN" P36 -E /S RETAIL CEILINGS AND ACCENT PAINT SHERWIN- WILLIAMS LRV =d DECORATOR SATIN "SIENNA" P69-E/S ACCENT PANT SHERWIN- WILLIAMS LRV =50 PRO MAR 200 LATEX EGGSHELL "ORNAMENTAL GOLD" P70 -E /S ACCENT PANT SHERWIN- WILLIAMS LRV =55 PRO MAR 200 LATEX EGGSHELL "CUPOLA GOLD" SCC53 -S /G ACCENT PAINT SHERWIN - WILLIAMS LRV =29 PRO MAR 200 LATEX SEMI -GLOSS "BEETLE BROWN" 6 /4' "H X 12 "L X %" RADIUS SANITARY COVE BASE P69 -S/G ACCENT PANT I SHERWIN-WILLIAMS LRV =50 PRO MAR 200 LATEX SEMI -GLOSS "ORNAMENTAL GOLD" G2 SCC51 -E /S ACCENT PAINT SHERWIN - WILLIAMS LRV =10 PRO MAR 200 LATEX EGGSHELL "CHINA RED" FRP1 WORKROOM & EMPLOYEE RESTROOM WAINSCOT .090 FRP MARLITE P -100 WHITE FULL HT. IN WORKROOM INCLUDING MOP SINK WS1 RETAIL WAINSCOT WOVEN FIBER- GLASS TASSOGLAS 0 -100 LINEN PROVIDED BY GC CALL DICK ROOS (800)888 -2776 WS2 BACKBAP. WAINSCOT TRIM VINYL TRIM FLEX -TRIM INDUSTRIES, INC. (909) 980 -5555 •S -SL 406- PAINT: % "x5/8" STANDARD SMOOTH PANT GRADE GEIERAL NOTES- 1. PANT SUBSTITUTIONS ARE NOT ALLOWED. 2. To locate the nearest Sherwin Moms store, call(800) 321 -8194. Order paint by Starbucks Coffee Company Program "COLOR CODE ". Paint formulas for "COLOR CODE" available at (8001 321 -8194. Further info avaiLthru Ed Stein at (8881 731 -7379 (pager •). 3_Submit Two (2) Sets of 8 1 /2' x11" brush -outs of all paint colors and finishes to the Starbucks CM for approval prior topainlnq. 4.Refer to interior elevations for color locations. 5. Al wood and metal surfaces shag be painted semi - gloss, unless otherwise noted. 6. Wall receiving vinyl mural wallcovering shall be smoothwalland PVC primed. Murals to be sealed. Sealer is provided with Mural. FLOORS NO. DESCRPTION MATERIAL MANUFACTURER TYPE /COLOR REMARKS T1 RETAIL CERAMIC TILE CERDISA .5 BIANCO ALPI 12 "X12 "X3/8" THK (NOMINAL) T2 RETAIL CERAMIC TILE CERDISA •72805 EVANS AMARANTO 12 "012 "03/8" THK (NOMINAL) T3 RETAIL CERAMIC CERDISA •72803 CLOUD BEIGE 12 "X12"03/8" THK (NOMINAL) 81 WORKROOM BASE CERAMIC TILE CERDISA •29 BIANCO 61/4"H X 12 "L X %" RADIUS SANITARY COVE BASE B2 RETAIL BASE CERAMIC TILE CERDISA •11 NERO 6 /4' "H X 12 "L X %" RADIUS SANITARY COVE BASE 01 RETAIL AND WORKROOM TILE GROUT MAPEI ULTRACOLOR •09 GRAY LO USE G BE B GS ROSATO , GRR ANIANT TE I ALPI& BIANCO (BASE) SE) TI TILEES. . G2 RETAIL AND WORKROOM TILE GROUT MAPEI ULTRACOLOR •47 CHARCOAL USE ANTO.M MI NFIEDSA DS TID FIELDS NEROA(BAS EL & NERO (BASE) TILES GENERAL NOTES: 1. REFER TO FLOOR FINISH PLAN FOR PATTERN & LOCATIONS 2. REFER TO TRANSITION DETAILS CEILINGS NO. DESCRIPTION MATERIAL MANU. TYPE /COLOR REMARKS All WORKROOM & EMPLOYEE RESTROOM 2X4 VINYL FACED ACT USG •3270 VINYL FACING -WHITE GRID COLOR TO MATCH, USG STD. WHITE AT2 BACKCOUNTER AREAS 2X4 VINYL FACED ACT USG '3270 WHITE VINYL FACING PAINT TILE AND GRID TO MATCH ADJACENT SOFFIT UON. PAINT TILES LOOSE, PRIOR TO INSTALLATION. AT3 SALES AREA 2o2 ACT USG .344, OMNI- FISSURED, SO LOGE, WHITE PANT TILE AND GRID INTERIOR FLAT. PANT TILES LOOSE PRIOR TO INSTALLATION. GENERAL NOTES: 1. Refer to reflected ceiling plan for locations. 2. GC to leave quantity ten (10) additional ceiling tiles, matching sales area ceiling finish specification, above the workroom ceiling for future use." 3. Refer to paint schedule, this sheet, for ceiling paint specification. G907 1 `J POSTER FRAME - WALL MTD EURO TEK 24 X 26 TYPE /COLOR REMARKS 1 EXTERIOR WINDOW 110882 142614 3PL G903 7 BANNER - COMING SOON COMMERCIAL DISPLAYERS REUSABLE VINYL CLEAR FINISH SUPPLIED BY GC INCLUDED W/ MANAGER'S COMPUTER WINDOW SHADE VD 122651 3PL 0904 1 BANNER NOW OPEN COMMERCIAL DISPLAYERS REUSABLE VINYL 60 X 3D W/ INTERACTIVE SECURITY 110881 3PL 122650 3PL F702 1 SHELVING AT MGR'S DESK OFFICE ENVIRONMENTS STB -123 TYPE /COLOR REMARKS 1 EXTERIOR WINDOW 110882 3PL F703 1 CPU HOLDER / CART DOUG MOCKETT COMPANY CPU -3 STB -124 CLEAR FINISH SUPPLIED BY GC INCLUDED W/ MANAGER'S COMPUTER WINDOW SHADE VD F 710 1 MANAGER'S DESK OFFICE ENVIRONMENTS B DAILY OFFERING" MENU IMPERIAL SIGNS STB -83 60 X 3D W/ INTERACTIVE SECURITY 110881 3PL 0610 � . 1 VJ B BEAN MENU IMPERIAL SIGNS STB -123 TYPE /COLOR REMARKS MS1 EXTERIOR WINDOW 2 PANEL 141228 3PL G611 1 B BEVERAGE MENU IMPERIAL SIGNS STB -124 CLEAR FINISH SUPPLIED BY GC MS3 WINDOW SHADE 3 PANEL 141229 3PL G612 1 B DAILY OFFERING" MENU IMPERIAL SIGNS STB -83 141230 3PL MISCELLANEOUS NO. DESCRIPTION MATERIAL MANUFACTURER TYPE /COLOR REMARKS MS1 EXTERIOR WINDOW OPAQUE FILM MSC SPECIALTY FILMS 800- 735 -4743 BLACK SUPPLIED BY GC MS2 INTERIOR DOOR STAIN GRADE WHITE MAPLE VENEER SOLID CORE DOOR PROVIDED BY GC CLEAR FINISH SUPPLIED BY GC MS3 WINDOW SHADE SHEERWEAVE 3000 IRIS WINDOW COVERINGS 800-634 -3696 CHOCOLATE ORDERED BY CONSTRUCT ON COORDINATOR GENERAL NOTES: I °CCM rn of AAIC IL rl ruerinuc MP InnATlnuc FINISH SCHEDULE: ROAST CASEWORK D CEILINGS umArmlw Jl r7CVVLC. ITEM' STAMPS /PHOTOS MURALS G411 G496 ICONS G763 G761 2 EXTERIOR QTY DESCRIPTION 24 X10 WALLPAPER - SOAR TASSO FURNF1URE SCHEDULE MERCH /BEAN ICON ROAST MERCH ICON SIREN PEWTER MANUFACTURER DISPLAY PRODUCTS TASSO WALLCOVERING BFC ARCHITECTURAL ME BFC ARCHITECTURAL ME MODEL 24 X 10 G -140 PATTERN NP SS RENTER REMARKS SKU G126 STAMP - FRENCH ROAST DISPLAY PRODUCTS 2 X 2 142800 3PL 165307 132174 129510 129512 ITEM• QTY DESCRIPTION MANUFACTURER MODEL REMARKS SKU SHIP F602 F603 3 3 UMBRELLA UMBRELLA BASE PATTISON GROUP PATTISON GROUP SUNBRELLA FIRESIST 24 DIA - 75LB HEMLOCK TWEED, VENTED STARBUCK GREEN FINISH 156033 156034 3PL 3PL t ne fir C1T1 � p oF pROVE o SEP 14 2001 hs NOTED SHIP VD 3PL 3PL 3PL STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1675 THESE PLUS Un SPECFICATIONS, As WELL AS STARRUCKS'NICE AND LOW, TRADEMARKS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF STARR.. CORPORATION- ANY REPRaoucnpi WOFICATIUN. DISCLOSURE AND /OR USE OF THESE MATERIALS (OR ANY PORTION OF TH710 WITHOUT STMeUCMSPRIOR WRITTEN CONSENT 6 STRICTLY PROMOTED. CONSULTANTS REV DATE JC DESCRIPTION 2 W cc LL co o z T Y W U U m Q � Cl) 0 PROJECT NO. 12197001 CONCEPT: EB — ROAST ISSUE DATE: 082091 PM: J. CHOLEWCZYNSI JC: JOIE M. HALL CHECKED: ROSE GEIGER C. M. CHID: DIANE RANDECKER SCALE: NO SCALE (DO NOT SCALE DRAWINGS) SHEET TITLE SCHEDULES: GRAPHICS, FURNITURE C.3 MECHANICAL SPECIFICATION GENERAL NOTE: "CONTRACTOR MEANS "HVAC CONTRACTOR" WHEN REFERENCED ANYWHERE IN THE MECHANICAL CONSTRUCTION DOCUMENTS. "AHJ' MEANS AUTHORITIES HAVING JURISDICTION, "NEEDED" MEANS ITEMS CALLED OUT IN THE CONTRACT DOCUMENTS PLUS ANY OTHER ITEMS TO MAKE A COMPLETE AND OPERABLE SYSTEM THAT ARE NOT CALLED OUT. SCOPE THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL MECHANICAL SYSTEM. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL (F & I) ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO COMPLETE THE MECHANICAL WORK. SITE EXAMINATION THE MECHANICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, DUCTWORK, AND PIPING WILL BE INSTALLED AND SHALL REPORT ANY CONDMON THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE MECHANICAL WORK. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM TO APPROPRIATE PROVISIONS OF ARL, ASME, ASTM, UL, NEMA, ANSI, SMACNA, ASHRAE, SFPA AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CODES ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES AND AHJ. IN CASE OF CONFLICT BETWEEN THE DRAWINGS /SPECIFICATIONS AND THE ABOVE, THE STRICTEST STANDARD SHALL APPLY (AS INTERPRETED BY THE ENGINEER). THE MECHANICAL CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AND THE CONTRACT DOCUMENTS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST TO STARBUCKS. PERMITS AND FEES THE MECHANICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES, AND OTHER COSTS, AND INSPECTIONS NECESSARY TO COMPLETE THE MECHANICAL WORK. WARRANTY THE MECHANICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. AIR HANDLING EQUIPMENT AND MATERIALS PACKAGED AIR HANDUNG ONITS AIR HANDLING UNITS SHALL BE MANUFACTURED BY THE TRANE COMPANY AND SHALL BE FURNISHED BY STARBUCKS UNLESS OTHERWISE NOTED (UON) FOR INSTALLATION BY THE MECHANICAL CONTRACTOR. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING DELIVERY, PROVIDING COMPLETE INSTALLATION INCLUDING CURBS, PIPING, VIBRATION ISOLATION AND NECESSARY ACCESSORIES AND PROVIDING WARRANTY. FOR COORDINATION OF DELIVERY AND SPECIFICATION CONTACT ROBERTS TRANE, ATTENTION LEANNE CARLSON, TEL (425) 643 -4310. FILTERS PROVIDE THREE (3) SETS OF PLEATED DISPOSABLE FILTERS. USE ONE SET UNTIL COMPLETION OF CONSTRUCTION. INSTALL ONE SET AT COMPLETION OF CONSTRUCTION AND DELIVER ONE SET OF FILTERS TO STARBUCKS LABELED TO DENOTE THEIR RESPECTIVE AIR HANDUNG UNIT. FILTERS TO BE FARR, OR SIMILAR. AIR CURTAINS AIR CURTAINS, WHEN REQUIRED, SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATION OF POWER CONNECTION. DUCTWORK AND ACCESSORIES SHEETMETAL DUCTWORK ALL DUCTWORK TO BE RIGID SHEETMETAL CONSTRUCTED FROM GALVANIZED SHEET STEEL IN ACCORDANCE WITH SMACNA LOW VELOCITY DUCT CONSTRUCTION STANDARDS. ALL EXPOSED DUCTWORK TO BE ROUND, SPIRAL, OR RECTANGULAR LOCK -STEAM TYPE, AS SHOWN ON HVAC PLAN SHEET M2.0. ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICE FOR ACHIEVING AJR TIGHT (5% LEAKAGE) AND NOISELESS (NO OBJECTIONABLE NOISE) SYSTEMS, CAPABLE OF PERFORMING EACH INDICATED SERVICE. F & I ALL NEEDED DAMPERS, TRANSIITONS, CONNECTIONS TO AIR TERMINALS, AND OTHER ACCESSORIES NECESSARY FOR A COMPLETE OPERATING SYSTEM. NO VARIATION OF DUCT CONFIGURATION OR SIZES WILL BE PERMITTED EXCEPT BY PERMISSION FROM THE ENGINEER. DUCT SEALANT SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS WITH A NON- HARDENING, NON - MIGRATING MASTIC OR LIQUID ELASTIC SEALANT OF A TYPE RECOMMENDED BY THE MANUFACTURER FOR SEAUNG JOINTS AND SEAMS IN SHET METAL DUCTWORK. COVER ALL FIELD JOINTS, JOINTS AROUND SPIN -IN FTTDNGS AND FASTENING SCREWS WITH MASTIC. SUPPORTS PROVIDE HOT- DIPPED GALVANIZED STEEL, FASTENERS, ANCHORS, RODS, STRAPS, TRIM, AND ANGLES FOR SUPPORT OF DUCTWORK. DAMPERS PROVIDE OPPOSED - BLADE, MULTI -LEAF VOLUME CONTROL DAMPERS WHERE INDICATED ON DRAWINGS AND AT POINTS ON LOW PRESSURE SUPPLY, RETURN AND EXHAUST DUCTS WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS. PROVIDE UL LISTED FIRE DAMPERS WHERE NEEDED AND IN ACCORDANCE WITH NFPA AND LOCAL CODES. PROVIDE CONVENIENTLY LOCATED ACCESS DOORS OF AMPLE SIZE AND QUANTITY FOR SERVICING DAMPERS. GRILLES, REGISTERS AND DIFFUSERS GRILLES, REGISTERS AND DIFFUSERS SHALL BE MANUFACTURED BY TITUS AND SHALL BE FURNISHED BY STARBUCKS (DON) FOR INSTALLATION BY THE MECHANICAL CONTRACTOR. DIFFUSERS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS AND SCHEDULES. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETE AND PROPER INSTALLATION IN THE TYPE OF CEILING AND WALLS USED IN THIS PROJECT. THERMAL INSULATION PROVIDE EXTERNAL THERMAL INSULATION WITH AN INTEGRAL VAPOR BARRIER FACING OF SUFFICIENT THICKNESS TO MEET LOCAL AND STATE ENERGY CODE REQUIREMENTS. PROVIDE INSULATION ON EXHAUST AND OUTSIDE AIR DUCTS, AND ON CONCEALED PORTIONS OF SUPPLY AND RETURN HR DUCTS. DO NOT INSULATE EXPOSED DUCTWORK WITHIN THE SPACE (IF EXPOSED DUCTWORK IS CALLED OUT), AND PORTIONS OF DUCTWORK THAT ARE INTERNALLY LINED. THERMAL INSULATION TO COMPLY WITH AN NFPA FLAME SPREAD OF 25 OR LESS, AND SMOKE DEVELOPED NO GREATER THAN 50. INSULATE DUCTWORK ON ROOF PER CODE. ACOUSTICAL DUCT LINER UNLESS OTHERWISE INDICATED ON THE PLANS, PROVIDE 1 GLASS FIBER ACOUSTICAL DUCT UNER ON SUPPLY AND RETURN DUCTWORK WITHIN 10 FEET OF THE DISCHARGE AND INTAKE OF AIR HANDLING UNITS. INCREASE DUCT SIZE INDICATED ON PLANS 2 IN EACH DIMENSION TO ACCOMMODATE LINER. CONTROLS AND OPERATION CONTROL WIRING THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING IN CONDUIT NECESSARY FOR THE COMPLETE AND PROPER OPERATING TEMPERATURE CONTROL SYSTEM. THERMOSTAT THERMOSTAT(S) SHALL BE HONEYWELL PROGRAMMABLE SERIES T -7300 WITH NON- SWITCHING SUBBASE AND REMOTE SENSOR(S) FURNISHED BY STARBUCKS (LION) FOR INSTALLATION BY THE MECHANICAL CONTRACTOR. ONE THERMOSTAT AND SENSOR IS PROVIDED FOR EACH AIR HANDLING UNIT. MOUNT THERMOSTAT(S) AT 48' ABOVE FINISH FLOOR IN LOCATION AS INDICATED ON DRAWINGS. - MECHANICAL CONTRACTOR TO PROVIDE THERMOSTAT IDENTIFICATION LABELS WITH 1/8 HIGH WHITE LETTERS ON KELLY GREEN OR BLACK PHENOLIC BACKGROUND, I.E. 'RTU -1: CUSTOMER AREA'. REFER Tn THERMOSTAT SETUP INSTRUCTIONS BELOW FOR ADDITIONAL REQUIREMENTS. THERMOSTAT SETUP INSTRUCTIONS PROVIDE THE FOLLOWING SETUP AND PROGRAMMING ON THE HONEYWELL 5 -7300 THERMOSTAT: 1. FOLLOW INSTRUCTIONS IN THE T -7300 MANUAL WHICH COMES WITH THE THERMOSTAT. MANUALS ARE ARE ALSO AVAILABLE FROM HONEYWELL INC. HOME & BUILDING CONTROL DIVISION, ATTN. TIM O'CONNOLL, TEL (206 236 -4068. 2. SET DIP SWITCHES AND JUMPERS AS FOLLOWS: A) DEGREES F DISPLAY B) 12 HOUR CLOCK C) CONTINUOUS FAN OPERATION IN OCCUPIED MODE D) DISABLE KEYBOARD PROGRAMMING E) CUT JUMPER IF UNIT IS A HEAT PUMP 3. SET CLOCK AND DAY. 4. SET TO DISPLAY CURRENT TEMPERATURE 5. SET OCCUPIED START TIME AT 1/2 HOUR BEFORE OPENING. SET UNOCCUPIED START TIME AT 1/2 HOUR AFTER CLOSING. VERIFY HOURS WITH STORE MANAGER OR CONSTRUCTION MANAGER. 6. SETPOINTS SHALL BE AS FOLLOWS: OCCUPIED UNOCCUPIED HEATING 70* F 60 *F COOLING 72 *F HAVE 7. SET 3 HOUR OCCUPIED OVERRIDE FUNCTION TO PROVIDE THE FOLLOWING SETPOINT OVERRIDES: HEATING +2 *F COOLING -2 *F TESTING, ADJUSTING, BALANCING MECHANICAL CONTRACTOR OR AN INDEPENDENT NEBB OR AABE CERTIFIED AIR BALANCE CONTRACTOR (RETAINED BY MECHANICAL CONTRACTOR) SHALL ACCURATELY BALANCE THE AIR SYSTEMS TO PROVIDE AIR QUALITIES INDICATED ON THE DRAWINGS AND IN THIS SPECIFICATION. OPERATE AUTOMATIC CONTROLS SYSTEM AND VERIFY SET POINTS DURING BALANCING. SUBMIT TWO (2) COPIES OF THE BALANCE REPORT TO THE ENGINEER FOR APPROVAL INCLUDE A COPY OF THE BALANCE REPORT AS APPROVED BY THE ENGINEER WITH APPLICATION FOR FINAL CONTRACT PAYMENT. HVAC SYMBOLS LEGEND 12 X 8 12 X 8 12" JO TYPICAL SUPPLY DUCT UP /ON TYPICAL RETURN DUCT UP /DN TURNING VANES EQUIPMENT DESIGNATION THERMOSTAT SENSOR SUPPLY AIR ARROW RETURN AIR ARROW DUCT HEATER MANUAL VOLUME DAMPER BACK DRAFT DAMPER SMOKE DETECTOR COMBINATION SMOKE AND FIRE DAMPER SPIN -IN TAKE -OFF & VOLUME DAMPER INDICATES UNLINED 12 x 8" O.D. SHEETMETAL 1ST FIGURE = SIDE SHOWN, 2ND FIGURE = SIDE NOT SHOWN) INDICATED 14" x 10' O.D. SHMAL W/ 1" SOUNDUNER (U.N.O.), 12" x EET 8" ET I.D. NET FLEXIBLE CONNECTION FLEXIBLE DUCT, 5 -0" LONG MAX. NECK SIZE DESIGN CFM (WHERE APPLICABLE) DIFFUSER TYPE, REF. SCHEDULE CEILING DIFFUSER (FLOW ARROWS SHOWN ONLY IF AIR FLOW NOT SYMMETRICAL) CEILING RETURN /EXHAUST GRILLE UNDERCUT DOOR CONNECT TO EXISTING GATI ovE° SO 14 2001 pIOTEDD STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE PLANS AND SPECffIC.0NS AS WELL AS STARBUCKS NAME AND LOGO, IRAOELLNI6 AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF STARDOMS CORPORATIM ANY' REPRODUCTION, MODIFICATION. DISCLOSURE AND /OR USE OF THESE INTERIMS oR ANY PORTION OF THEN) WITHOUT STAREIUCKS PRIOR WfdREN CONSENT IS STRICTLY PROHIBITED. CONSULTANTS AER ENGINEERS 11155 120TH AVE. N.E. (425) 759 -6051 SUITE 200 (425) 739-7362 KIRKLAND, WA 98033 AER123 @AU_coH REV DATE F_ PROJECT NO. 12197001 CONCEPT: EB - ROAST ISSUE DATE: 08/20/01 CHECKED: JOHN BEEBE DESIGNED: CHRIS RENSCH DRAWN: AMC r /rim SCALE: (DO NOT SCALE DRAWINGS) SHEET TITLE MECHANICAL SPECIFICATIONS & NOTES Mi.O , �ir snr Q PACKAGED ROOFTOP , _ 7.5 TON CAPACITY 1 rill AtnlgMrf4tarrmriwo ME A �I ice_ © ® VIIM © ' © It n u AilarilitSr, MOCP =60 , ii, I i _ 18 4 MI 2"0 NIVIIIIMOMILVArai ormatammo ,I . IT= �� ■,I.„� 10 . 1111 °�I =4„ 1 ,�■ a\;,� RTU7 1 PACKAGED ROOFTOP TRANE YCD090C3LA 7.5 TON CAPACITY STARBUCKS HVAC UNIT 3000 CFM,9.0 EER,I2OMBH INPUT /97MBH OUTPUT WITH FULL ECONOMIZER 208V/30 MCA =43.1 MOCP =60 MTL CLG DIFUSSER CAP NET INSIDE DIM. SAME AS DIFFUSER NECK EQUALIZING GRID PERPEND TO STUB DUCT. FULL SIZE OF DIFFUSER CAP. HEIGHT FROM DIFFUSER NECK TO STUB CNTRLN. FABRICATE FROM 22GA PERF SHT A(TL (3'16" HOLES ON 1/4 CNTRS) NOTES: 1. PROVIDE SUPPORT FOR DIFFUSER & CAP PER CODE 2. EQUALIZING GRID REQ'D ON SUPPLY AIR DIFFUSERS ONLY O LAY -IN CLG DIFFUSER N.T.S. HVAC PLAN SAME SIZE AS FLEX DUCT OPPOSED BLADE DAMPER TITUS AG -75 OR EQUAL BY G.C. WHEN REQ'D FLEX DUCT CLAMP FLEX DUCT PULL INSIDE UNER TAUT CLG DIFFUSER. FASTEN TO CAP W/ SHT MTL SCREWS, MIN ONE PER SIDE SEAL JOINT AR TIGHT TYP SUSP LAY -IN CEIUNG O 22 ° x22" EM 900 0 22 "x22" 251 600 CD -1 CD -2 RG -1 12 ° x12' ,D -21 500 HVAC SCHEDULE: ITEM# QTY DESCRIPTION MANUFACTURER MODEL # REMARKS SUPPUED BY SUPPLY H002 H005 4 3 SQ. 4 -WAY SUP., LAY -IN SQ. 2 -WAY SUP., LAY -IN TITUS TDC #3 - 1 2X1 2 24X24 4 -WAY - 121N DUCT 24X24 2 -WAY - DUCT STARBUCKS STARBUCKS RETURN TITUS H254 SQ. RETURN, LAY -IN TITUS 35ORL #3 22X22 24X24 - 22" DUCT STARBUCKS MISCELLANEOUS HSO1 THERMOSTAT W /REMOTE SENSOR HONEYWELL T7300A1 005 STARBUCKS EQUIPMENT * ECONOMIZER SHALL HAVE 1 00% CAPABILITY. CONTROLS ABLE TO EVALUATE OUTSIDE PAR, AND HAVE THE CAPABILITY FOR PARTIAL COOLING PER CODE. 14' 0 ® II 12 ° x12 ° t 500 22 600 0 0 0 TDC #3 12X12 ALL DUCTWORK ABOVE CEILING (TYP.). HVAC GENERAL NOTES O NUMERICAL NOTES (BELOW) NOT LISTED ARE NOT USED. • FOR FULL SCHEDULES & COMPLETE LISTING SEE SHTS SC1 THRU SC3. C MECHANICAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK. O D COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER CONNECTION TO ALL MECHANICAL EQUIPMENT. O DIMENSIONS ARE TO FINISH FACE U.O.N. HVAC PLAN NOTES 0 FULL SIZE SUPPLY AIR DISCHARGE PLENUM WITH 1" DUCT LINER. 0 FULL SIZE RETURN AIR PLENUM WITH 1" DUCT UNER. O WALL MOUNTED THERMOSTAT FOR ROOFTOP A, /C UNIT AT 4W AFF. THERMOSTAT SHALL BE 7 -DAY PROGRAMMABLE WITH NIGHT SETBACK AND A MINIMUM 5 DEGREE DEADBAND. O REMOTE TEMPERATURE SENSOR AT 60' AFF. O MANUAL BALANCE DAMPER. O NOT USED FOR THIS PROJECT. O ROOFTOP AC UNIT 1RTU -1, FURNISHED BY STARBUCKS INSTALLED BY CONTRACTOR. FIELD VERIFY EXACT LOCATION. INSURE SUPPLY & RETURN DUCTS PENETRATE ROOF BETWEEN TRUSSES & THAT OUTSIDE AIR INTAKE IS LOCATED 10FT FROM ANY VENT. RELOCATE ANY VENTS NECESSARY. OS NOT USED FOR THIS PROJECT. O TYPE 'B' FLUE VENT TO WATER HEATER. LOCATE A CODE MINIMUM DISTANCE AWAY FROM OUTSIDE AIR INTAKES ON ROOF. 10 NOT USED. 11 PROVIDE SAMPUNS TUBE FOR DUCT SMOKE DETECTOR IN SUPPLY AIR PLENUM. PROVIDE SMOKE DETECTOR PER CODE. 12 COORDINATE WITH MALL FOR ROOF PENETRATION REQUIREMENTS. 13 INSURE WALKING PADS ARE INSTALLED TO ROOFTOP UNIT AND AROUND UNIT PER MALL REQUIREMENTS. 27 0 1 2 3 4 CATI " SEP PITTED D N G OT`RB 8 12 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE PUNS AND SPECSICATIONS, AS WELL AS STANSUCKS NAME AND IDGO, TRADEMARKS AND DESIGNS ARE THE ExCLUSYE PROPERTY OF STARBCRS CORPORAUON. ANY REPNOOOODON, MCpFlCATION. DISCLOSURE NID /CN USE OF THESE MATERIALS (OR ANY PORTION OF TNEY) WITHOUT STARBUCKS' PRIOR WRREN CONSENT IS STRICTLY PRONIBRFD. CONSULTANTS AER ENGINEERS 11155 120TH AVE. N.E. (425) 739 -6051 SUITE 200 (425) 739 -7362 KIRKLAND, WA 98033 AE8I23 @A0LCOII REV DATE PROJECT NO. 12197001 CONCEPT: EB - ROAST ISSUE DATE: 08/20/01 CHECKED: JOHN BEEBE DESIGNED: CHRIS RENSCH DRAWN: AMC SCALE: (DO NOT SCALE DRAWINGS) SHEET TITLE HVAC PLAN SCHEDULES NOTES & DETAILS T 4 W LL tLI 0 1- 0 • Z (3 W • U m I F- t; D 0 ii Mt) EXPANSION — BOLT INSERT & BOLT HANGER STRAP SELF TAPPING SCREWS FOR DUCTS OVER 48" WIDE, TURN UNDER ROT OF DUCT & FASTEN O DUCT HANGING DETAIL N.T.S. STRUCT JOIST REF PLAN UNISTRUT HANGER THREADED ROD EXPOSED SPIRAL DUCT REF PLAN DUCT SIZE UP THRU 2 SQ.FT. 2 THRU 4 SQ.FT. 4 THRU 10 SQ.FT. OVER 10 SQ.FT. HANGER SIZE 1 x 1/1E 1 x 1/8 1' x 1/8 1 x 1/8 MAX. SPACING 8' -U" 6 CONDENSATE DRAIN REF PLUMBING FOR ROUTING 7 FLEXIBLE CONNECTION TYPICAL UNIT AS SCHEDULED AIR & WATERTIGHT PENETRATION, TYP. FLASHING & COUNTER FLASHING BY G.C. ROOF UP OVER CURB PER ARCH. DETAILS BY BLDG OWNER FACTORY CURB SUPPUED W/ UNIT INSTALLED BY G.C. FRAMING SUPPORT FOR PENETRATIONS BY G.C. REFER TO MECH PLAN FOR DUCT SIZES, TYP. O ROOFTOP AIR HANDLING UNIT N.T.S. aro NOTED 01h`G 0�1 N .(IG 2 8 2001 RE RMITC E STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE PUNS AND SPECIFMwiars, AS WELL AS STARBUM NAME AND LOGO, TR DE: MR. AND DESIGNS ARE THE EGOASVE PROPERLY OF STARBUCKS CORPORATION. ANY REPRODUCTION, NOTIFICATION. DISCLOSURE AND /OR USE OF THESE TWERP/5 (OR ANY PORTION OF - DOG WITHOUT STARBiMl6 PRIOR WRITTEN CONSENT IS SIRICRY PROKBOEO. CONSULTANTS AER ENGINEERS 11155 120TH AVE. N.E. SUITE 200 KIRKLAND, WA 98033 (425) 739 -6051 (425) 739-7362 AER123 @A6L.con REV DATE PROJECT NO. 12197001 CONCEPT: EB - ROAST ISSUE DATE: 08/20/01 CHECKED: JOHN BEEBE DESIGNED: CHRIS RENSCH DRAWN: AMC SCALE: (DO NOT SCALE DRAWINGS) SHEET TITLE HVAC DETAILS LJ LL L.L. U C W U V c2 h C') D 0 M3.O (BY OTHERS) DEDICATED POWER CIRCUIT TO PANEL DEDICATED POWER CIRCUIT TO PANEL POWER CIRCUIT TO PANEL — - � L u I n ` 9 JL JL_ r n �r II i u JL 8 JL� I it FOR MUSIC SYSTEM II MUSIC SYSTEM -- in CASH COUNTING MACHINE SECURITY DIGITAL RECORDER -MOUNT ON SHELF DUPLEX OUTLET RACEWAYS SQUARE BOX FOR QUAD RECEPTACLE WORKSTATION DEDICATED DUPLEX RECEPTACLE (ORANGE) PLUG IN ONLY ISOBAR HERE J BOX FOR (2) TELEPHONE JACKS (1) DATA, (1) VOICE 4 SQUARE BOX FOR LAN ELECTRICAL SPECIFICATIONS PRINTER MONITOR LAN HUB MODEM BASIC MATERIALS AND METHODS Lf PROVIDE CODE APPROVED WIRING METHODS FOR BRANCH CIRCUITING INDOORS, SUCH AS EMT CONDUIT AND COPPER CONDUCTORS, OR MC CABLE FOR MECHANICAL EQUIPMENT, LIGHTING AND POWER. NOTE: "CONTRACTOR" MEANS "ELECTRICAL CONTRACTOR" WHEN REFERENCED ANYWHERE IN THE ELECTRICAL CONSTRUCTION DOCUMENTS. "AHJ MEANS AUTHORISES HAVING JURISDICTION, "NEEDED" MEANS ITEMS CALLED OUT IN THE CONTRACT DOCUMENTS PLUS ANY OTHER ITEMS TO MAKE A COMPLETE AND OPERABLE SYSTEM THAT ARE NOT CALLED OUT. PERMITS AND FEES THE ELECTRICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS NECESSARY TO COMPLETE THE ELECTRICAL WORK. WARRANTY THE ELECTRICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. TEMPORARY POWER THE ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY ELECTRICAL WIRING FOR CONSTRUCTION. THE TEMPORARY SERVICE SHALL BE A MINIMUM OF 60 AMPS, SINGLE PHASE. THREE WIRE, 120/208 VOLTS FUSED AT MAIN DISCONNECT. ALL RECEPTACLES ON THIS TEMPORARY SERVICE SHALL BE PROTECTED BY A GFI BREAKER. MECHANICAL EQUIPMENT ALL FINAL CONNECTIONS TO MECHANICAL EQUIPMENT SHALL BE DONE BY THE ELECTRICAL CONTRACTOR. MATERIALS PROVIDE ALL NEW MATERIAL AND EQUIPMENT UNLESS NOTED OTHERWISE. ALL EQUIPMENT SHALL BE UL APPROVED AND LABELED, OR OTHER APPROVED TESTING ORGANIZATION WHICH HAS ACCEPTANCE BY THE AUTHORITIES HAVING JURISDICTION (AHJ) FOR THE PURPOSE FOR WHICH THEY ARE USED, IN ADDITION TO MEETING ALL REQUIREMENTS OF THE CURRENT APPUCABLE CODES AND REGULATIONS. NO SUBSTTUTION TO MATERIALS SPECIFIED WILL BE ALLOWED UNLESS NOTED OTHERWISE. ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED (LION). CUTTING AND FITTING PERFORM CUTTING, CORING, FITTING, REPAIRING AND FINISHING OF THE WORK NECESSARY FOR THE INSTALLATION OF THE EQUIPMENT OF THIS SECTION. HOWEVER, NO CUTTING OF THE WORK OF OTHER TRADES OR OF ANY STRUCTURAL MEMBER SHALL BE DONE WITHOUT THE CONSENT OF THE STARBUCKS CONSTRUCTION MANAGER AND LANDLORD. PROPERLY FILL, SEAL, FIREPROOF, AND WATERPROOF ALL OPENINGS, SLEEVES AND HOLES IN SLABS, WALLS, AND CASEWORK. CONDUIT RUNS ON EXTERIOR OF BUILDING SHALL BE RIGID STEEL CONDUIT WITH WEATHER TIGHT, CORROSION - RESISTANT FITTINGS. SCHEDULE 40 PVC IS ACCEPTABLE WHERE PERMITTED BY CODE_AND AND FOR UNDERGROUND ^ RUNS OR CAI UUPMCUMUN - MUUNI ® `JG Arr DEDICATED DUPLEX FOR SECURITY RECORDER & MONITOR - MOUNT W 92" AFF (2) 1" EMT CONDORS FOR SECURITY & VIDEO PLENUM CABLES J BOX FOR SECURITY ALARM CONNECTION -MOUNT 0 92 AFF & 15" OVER FROM ADJACENT DUPLEX ALARM PANEL DEDICATED DUPLEX FOR SECURITY ALARM -MOUNT ® 92" AFF Z DEDICATED QUADPLEX FOR SECURITY CAMERAS POWER SUPPLY - MOUNT ® BUT AFF SECURITY MONITOR ON WALL BRACKET -MOUNT 0 84' AFT J BOX FOR EMERGENCY CALL PHONE - MOUNT 0 54' AFT J BOX FOR ALARM KEYPAD - MOUNT @ 54' AFF 3/4 ' EMT CONDUIT FOR LAN CAB (1 IF 5 OR MORE) 4 SQUARE BOX FOR LAN JACK (TYP FOR PUS) TYPICAL J BOX PER POS ON DEDICATED CIRCUIT. POWER CIRCUIT TO PANEL DEDICATED POWER CIRCUIT TO PANEL O LAN/POWER/PHONE/SECURITY SYSTEM DIAGRAM NTS THE MINIMUM SIZE OF CONDOR SHALL BE 1/2 UNLESS OTHERWISE NOTED. CONDUIT RUNS CONCEALED IN CONCRETE SHALL BE 3/4" MINIMUM, UNLESS OTHERWISE NOTED. CONDUIT CONNECTORS SHALL BE DOUBLE LOCKNUT TYPE, UL LISTED AND LABELED, WITH COMPRESSION OR SET SCREW FITTINGS. RIGID CONDUIT SHALL BE HOT DIPPED GALVANIZED. BRANCH CIRCUIT WORK CHASED INTO EXISTING CONSTRUCTION FOR CONCEALMENT UNDER PATCHED FINISHES SHALL BE INSTALLED IN RIGID CONDUIT, OR EMT. WHERE RACEWAYS ARE INSTALLED FOR OTHERS TO USE, OR FOR FUTURE USE, PROVIDE NYLON PULL STRING. PENETRATIONS THROUGH FIRE RATED CONSTRUCTION SHALL BE SEALED USING 3M FIRE BARRIER CAULK, NELSON ELECTRIC FLAMESEAL OR T &B FLAMESAFE OR OTHER METHOD APPROVED BY THE STARBUCKS CONSTRUCTION MANAGER. CONDUCTORS AND TERMINATIONS CONDUCTORS CONDUCTORS SHALL BE COPPER, INSULATED FOR 600V. TYPE THWN/THHN. NUMBER 12 AWG MINIMUM. MOTORS AND OTHER WIRING THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NEEDED CONDUIT, RARING, AND SAFETY SWITCHES FOR ALL MOTORS, AND ELECTRICAL EQUIPMENT, EVEN THOUGH THE MOTORS AND ELECTRICAL EQUIPMENT, MAY BE SUPPLIED BY OTHERS. MOTORS, CONTROLS, ETC. SHALL BE FURNISHED BY THE SUPPLIER OF THE DRIVEN EQUIPMENT. THE ELECTRICAL CONTRACTOR SHALL INCLUDE ALL WORK AND CONNECTIONS NEEDED TO MAKE THE SYSTEM COMPLETE AND OPERATIONAL THE ELECTRICAL EQUIPMENT MAY INCLUDE BUT NOT BE UNITED TO SUCH ITEMS AS GRILLE MOTORS AND INTERLOCKS, STOREFRONT AND INTERIOR SIGNAGE, STARTING DEVICES, MOTOR CONTROLLERS, FLOAT SWITCHES, ALARM DEVICES OR SYSTEMS, PUSH BUTTONS, EXHAUST FANS, DATA SYSTEMS, INTERCOMS AND STEREO SYSTEMS. THE ELECTRICAL CONTRACTOR SHALL VERIFY EQUIPMENT LOCATION AND SIZES WITH THE TRADE AND VENDOR SUPPLYING THE EQUIPMENT BEFORE INSTALLING THE CONDUIT OR OUTLETS. SWITCHES AND RECEPTACLES OS STATION SWITCHES SLATER NO. 2770 -WH OR APPROVED EQUAL WITH MATCHING COVERPLATES. INCANDESCENT DIMMERS LUTRON NOVA T SERIES WITH MATCHING COVERPLATES, 1500 WATT MAXIMUM, AS NEEDED FOR FIXTURE QUANTITIES SHOWN ON THE UGHITNG PLAN. RECEPTACLES SLATER NO. 6242SWH OR APPROVED EQUAL WITH MATCHING COVERPLATES. INSTALL RECEPTACLES WITH GROUND PIN FACING UP AT +15 UNLESS OTHERWISE NOTED. AT BACKBAR MOUNT AT +10 ABOVE COUNTERTOP UNLESS OTHERWISE NOTED. PROVIDE GFCI TYPE WHERE INDICATED. OCCUPANCY SENSORS (FOR SITES HAVING RESTROOMS) WATTSTOPPER #WA -100 -WHITE FOR USE IN ALL TOILET ROOMS. PUS STATION UNE OF CEILING POS N STATION j TYPICAL J BOX FOR SCALES, CHECK VALIDATION & CASH DRAWERS DEDICATED POWER CIRCUIT TO PANEL TO SECURITY ALARM PANEL LOCATION DISCONNECTS AND FUSED SWITCHES FUSED SWITCHES HEAVY DUTY TYPE, HORSEPOWER RATED WITH INTERLOCKING COVER. NEMA 1 TYPICAL OUTDOOR AND WET LOCATION SWITCHES SHALL BE RAANTIGHT TYPE NEMA 3R. ALL SWITCHES SHALL BE LOCKABLE FUSES IN CIRCUITS RATED AT 600 AMPERES OR LESS SHALL BE UL CLASS RK1 DUAL - ELEMENT, TIME DELAY, CURRENT UURING FUSES. FUSES IN CIRCUITS RATED AT 601 AMPERES OR LARGER SHALL BE UL CLASS L TIME - DELAY. CURRENT LIMITING SWITCHES. NAMEPLATES PROVIDE PERMANENT NAMEPLATE LABEUNG ON ALL DISCONNECTS AND PANELS. INCLUDE LOAD SERVED, VOLTAGE, PHASE, HORSEPOWER, FUSE SIZE, AND TYPE. FOR PANELS, INCLUDE DESIGNATION (SUCH AS "PANEL A"). MOUNTING MOUNT DISCONNECTS INDEPENDENTLY OF THE MECHANICAL UNIT HOUSING UNLESS SPECIFICALLY ACCEPTED BY THE LOCAL CODE AUTHORITY. PROVIDE UNISTRUT SUPPORT CHANNELS MOUNTED IN COORDINATION VAIN ROOF PENETRATION AND PATCHING WORK. COORDINATE WITH GENERAL CONTRACTOR. GROUNDING ALL MAJOR PARTS NOT CARRYING CURRENT, INCLUDING BUT NOT UNITED T0, SECONDARY FEEDER CIRCUIT , EQU IPMENT AND PANELBOARD ENCLOSURES, PULL AND JUNCTION BOXES, SHALL BE PROPERLY GROUNDED. METALLIC RACEWAYS SHALL UTILIZE DOUBLE LOCKNUTS AND OTHER FITTINGS TO PROVIDE GROUND CONTINUITY. PANELBOARDS PROVIDE BRANCH CIRCUIT PANELBOARD(S) AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. PANELBOARDS SHALL HAVE PLUG -IN BREAKERS AND MAIN LUGS ONLY OR MAIN BREAKERS AS REQUIRED. PANELBOARDS SHALL BE CONSTRUCTED WITH ALUMINUM BUS AND BE ENCLOSED IN NEMA 1 TYPE HOUSING AS MANUFACTURED BY "SQUARE D ", "ITE ", OR EQUAL ENCLOSURE(S) SHALL BE COMPLETE WITH A HINGED DOOR, CYLINDER LOCK, AND A NEATLY TYPED DIRECTORY UNDER PLASTIC COVER IN EACH PANEL DOOR. ALL MULTIPLE POLE BREAKERS SHALL HAVE A COMMON TRIP HANDLE. FOR EXISTING PANELS SHOWN TO BE REUSED OR RELOCATED, PROVIDE ANY NEW BREAKERS NECESSARY. LIGHTING INSTALL A NEW LIGHTING SYSTEM COMPLETE AND FULLY OPERATIONAL AND IN CONFORMANCE WITH CODE AND UL LISTING REQUIREMENTS. CLEAN ALL FIXTURES AT TIME OF JOB COMPLETION UBUZING MANUFACTURERS APPROVED OR RECOMMENDED CLEANING SOLUTIONS. ALL FIXTURES AND LAMPS ARE SELECTED, APPROVED AND SUPPUED BY STARBUCKS AS SCHEDULED ON SHEET SC.1 UNLESS NOTED OTHERWISE. CONNECT DUCT SMOKE DETECTOR TO MALL SYSTEM IF NECESSARY. IT SHOULD ALSO SHUT DOWN UNIT. PROVIDE POWER FOR ICE MACHINE CONDENSERS ON ROOF & ASSOCIATED DISCONNECT. ROUTE TO PANEL A. ALL SECURITY DATA CABLES BETWEEN FRONT OF HOUSE & ALARM PANEL J BOX FOR STROBE LIGHT -STEM MOUNT ® 11' -0" AJ'F 4 SQUARE BOX WITH 1" CONDUIT STUB -UP FOR SECURITY CABUNG. INSTALL ABOVE ACT BEHIND FRONT COUNTER 3/4 " EMT CONDUIT FOR TELEPHONE BEVERAGE POS CABINET BEAN E POD I CABINET -- INTERACTIVE SAFE I SECURITY ALARM JACK LOCATED ADJACENT TO SAFE SECURITY SYSTEM DEDICATED DUPLEX OUTLET FOR SAFE (ORANGE) SEE ATTACHED 8-1/2"x 11 SHEETS FOR ENERGY CODE CALCULATIONS DATA CABLING VENDOR: DATATEC CALL CENTER 2 CRANBERRY RD. PASIPPANY, NJ. 07054 (888)865 -2533 O AN R TiONY GAGLIOSTRO - EXT.137 RICH JAKOWICZ - EXT. 138 A. THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT NECESSARY TO COMPLETE THE ELECTRICAL WORK AND ALL THE NECESSARY LABOR. UGHT FIXTURES AND LAMPS ARE FURNISHED BY STARBUCKS UNLESS OTHERWISE NOTED (OLIN). B. THE ELECTRICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, CONDUIT, AND WIRING- WILL BE INSTALLED AND SHALL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE ELECTRICAL WORK. C. EQUIPMENT AND MATERIALS SHALL CONFORM TO APPROPRIATE PROVISIONS OF NEC, ASTM, UL, ELL, NEMA, ANSI, AND OTHER DOCUMENTS, CERTIFICATIONS OR CODES AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. D. ALL WORK SHALL BE PERFORMED IN WITH ALL APPLICABLE STATE ANDLOCAL AND AUDHORITES HAVING JURISDICTION. THE DRAWINGS /SPECIFICATIONS AND ORDINANCES, THE STRICTEST STANDARD INTERPRETED BY THE ENGINEER). THE SHALL SATISFY THE ABOVE AND ALL DOCUMENTS AS A MINIMUM STANDARD STARBUCKS. E THE ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER ALL OTHER DRAWINGS. DO NOT SCALE DISTANCES OFF THE ELECTRICAL DRAWINGS; USE ACTUAL BUILDING DIMENSIONS. F. ALL ELECTRICAL SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. BALANCE ALL BRANCH CIRCUIT LOADS BETWEEN THE PHASES OF THE SYSTEM TO WITHIN 10% OF THE HIGHEST PHASE LOAD IN EACH PANELBOARD. G. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DE- ENERGIZING CIRCUITS IN DEMOLBION AREAS TO INSURE A SAFE CONDITION. ELECTRICAL DEVICES AND ASSOCIATED WIRING LOCATED WITHIN THE DEMOLITION AREA THAT WILL NO LONGER BE USED SHALL BE REMOVED AND PROPERLY DISPOSED OF AT CONTRACTORS EXPENSE UNLESS OTHERWISE NOTED. H. THE ELECTRICAL CONTRACTOR SHALL ELECTRICAL SYSTEM(S) OUTAGES WITH CONTRACTOR AND LANDLORD AT LEAST ADVANCE UNLESS APPROVED OTHERW OCCUR BETWEEN 11:00 PM AND 5:00 SECURITY SYSTEM NOTES A STARBUCKS CONTRACTS DIRECTLY WITH SECURITY VENDOR TO SUPPLY AND INSTALL THE SECURITY SYSTEM. CONTRACTOR SHALL SCHEDULE INSTALLATION OF SECURITY SYSTEM FOR TWO TIMES, ROUGH -IN PRIOR TO DRYWALL INSTALLATION AND FINAL TRIM PRIOR TO STORE TURNOVER SECURITY VENDOR REQUIRES A MINIMUM TWO WEEKS LEAD TIME FOR EACH INSTALLATION. SECURITY VENDOR SHALL COORDINATE REGIONAL INSTALLERS. ALL ADDITIONAL EXPENSES INCURRED DUE TO THE CONTRACTOR'S FAILURE TO SCHEDULE ACCORDINGLY WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTACT SECURITY VENDOR FOR PORTIONS OF SYSTEM TO BE INSTALLED BY CONTRACTOR. SECURITY VENDOR MOSLER, INC. CONTACT: ED BEATBE PH: (206) 318 -6688 ALTERNATE PH: (253) 872 -2078 EMAIL: beattiee®moslerinc.com MUSIC SYSTEM NOTES POS DELIVERY AND INSTALLATION CONFIRMATION CONTACT: STARBUCKS MIS STORE SPECIALIST ATT. JANET GADDER PHONE (206) 447 -7950 EXT. 4555 FAY f 91R) BAT_TOAI A CONTRACTOR SHALL PROVIDE AND INSTALL COMPLETE WIRING SYSTEM FOR ALL SPEAKERS. CONNECT ALL SPEAKERS TO THE OWNER PROVIDED MUSIC SYSTEM. MOUNT OWNER FURNISHED SPEAKERS WHERE SHOWN AND IN COORDINATION WITH ARCHITECTURAL PLANS AND DETAILS. FOLLOW MANUFACTURER'S INSTALLATION REQUIREMENTS. STRICT ACCORDANCE CODES AND ORDINANCES IN CONFUCTS BETWEEN THE CODES AND SHALL APPLY (AS ELECTRICAL CONTRACTOR WORK IN THE CONTRACT WITHOUT ANY EXTRA TO SCHEDULE ALL THE GENERAL 24 HOURS IN E ALL OUTAGES SHALL AM. $3 dM JUNCTION BOX SWITCH THREE WAY SWITCH MOTION (OCCUPANCY) SENSOR SWITCH SWITCHBANK SEE DETAIL ON E3.0 AL TELEPHONE L1 QT THERMOSTAT (D THERMOSTAT SENSOR B. EB -STORE REQUIRES A MINIMUM OF FIVE PHONE UNES - CONTRACTOR SHALL FURNISH AND INSTALL (F &I): a) ONE DEDICATED ANALOG (VOICE) UNE FOR MANAGER'S PC WORKSTATION (FOR POLLING PURPOSES - SHALL LINK TO EACH PUS BY INTERNAL DATA CABUNG)* b) *NOTE: ALARM SYSTEM SHALL SHARE THE MAIN BILLING TELEPHONE UNE. c) TWO ANALOG (VOICE) LINES. ONE FOR MAIN LISTED STORE PHONE NUMBER AND ONE FOR ROLLOVER NUMBER TO TERMINATE AT MANAGER'S DESK, AND EACH BARISTA PHONE. A) TWO EMERGENCY VOICE ONES. ONE DEDICATED FOR THE SECURITY AUDIO MODULE (CONTRACTOR SHALL LINK TO EACH EMERGENCY PHONE BY INTERNAL DATA CABLING). ONE DEDICATED FOR THE SECURITY DIGITAL RECORDER. C. PHONE SERVICE ORDERING INFORMATION - CONTRACTOR SHALL a) SELECT SPRINT AS THE INTERSTATE LONG DISTANCE PROVIDER (PIC) b) SELECT LOCAL EXCHANGE CARRIER (EEC) AS THE INTRASTATE LONG DISTANCE PROVIDER (EPIC) c) REQUEST CALL WAITING ON VOICE UNES ONLY. d) REQUEST CALL TRACE ( *57) e) BLOCK ALL SPECIAL /BILLABLE FEATURES SUCH AS 900/976/809 UNES, AUTO CALL FORWARDING, AUTO REDIAL, CALL BACK ( *69), UNE INTERRUPT /EMERGENCY BREAKTHROUGH, TRACING, CALL COMPLETION (DIRECTORY ASSISTANCE AUTO DIAL). f) DECLINE CALLING CARDS, VOICE MAIL OR MESSAGING, AND INSURANCE ON INSIDE WIRING D. CONTRACTOR SHALL COORDINATE WORK OF THIS SECTION WITH THE REQUIREMENTS OF STARBUCKS COFFEE COMPANY'S SECURITY SYSTEM SUPPLIER. E. CONTRACTOR SHALL PROVIDE TEMPORARY PHONE SERVICE DURING CONSTRUCTION. IN ADDITION, CONTRACTOR SHALL SUPPLY AND INSTALL ALL PHONE LINES WITHIN THE DEMISED SPACE. F &I 3/4" CONDUIT FROM THE DEMARK BOARD TO THE MANAGER'S DESK, SECURITY SYSTEM PANEL LOCATIONS SHOWN IN PLAN FOR CUSTOMER USE, AND IN SERIES TO EACH CASH REGISTER LOCATION AND BEAN ISLAND FIXTURE (CONDUITS NOT SHOWN IN PLAN VIEW). PITS /DATA UNE NOTES A. STARBUCKS CONTRACTS DIRECTLY WITH THE DATA CABUNG VENDOR TO SUPPLY AND INSTALL CATEGORY 5 LAN CABLE AND CONNECTORS FOR THE PUS SYSTEM. CONTRACTOR SHALL SCHEDULE INSTALLATION OF DATA CABLING FOR TWO DAYS PRIOR TO CONSTRUCTION END. DATA CABUNG VENDOR REQUIRES A MINIMUM OF TWO WEEKS LEAD TIME FOR INSTALLATION. DATA CABLING VENDOR SHALL COORDINATE REGIONAL INSTALLERS. ALL ADDITIONAL EXPENSES INCURRED DUE TO THE CONTRACTOR'S FAILURE TO SCHEDULE ACCORDINGLY WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. B. AT THE START OF CONSTRUCTION, STARBUCKS CM SCHEDULES DELIVERY OF CASH REGISTER /MANAGER'S WORK STATION EQUIPMENT AND INSTALLATION BY AN IBM TECHNICIAN FOR TWO DAYS PRIOR TO CONSTRUCTION END. CONTRACTOR SHALL VERIFY DELIVERY SCHEDULE TWO WEEKS PRIOR TO DELIVERY AND INSTALLATION DATE. EQUIPMENT IS SHIPPED DIRECTLY TO THE STORE. CONTRACTOR SHALL. ACCEPT PUS (IBM) EQUIPMENT DELIVERY. DO NOT REFUSE DELIVERY. C. DATA CABLING VENDOR SHALL PROVIDE ALL CATEGORY 5 LAN CABLING, AND CONNECTIONS TO ALL DESIGNED AND FUTURE CASH REGISTER LOCATIONS, AND MANAGER'S WORKSTATION. ciTV OF � � D. IBM TECHNICIAN SHALL REMOVE PACKAGING, INSTALL AND TEST CASH REGISTERS, CASH DRAWERS AND MANAGER'S SEp , 4 • - WORKSTATION. ks N OTED _ L, ELECTRICAL LEGEND © LAN. RECEPTACLE RECEPTACLE; • 110 DUPLEX RECEPTACLE: • 110 DEDICATED RECEPTACLE: 110 QUAD XEE RECEPTACLE 208V OR 220V, 10 1 GROUNDING ELECTRODE CONNECTION NL NIGHTUGHTING 24 HR /DAY ED DIMMER FUSWSITCIBLH E DISCONNECT CIT41 A UG 2 8 2001 P FRMiT aEMFR STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 TI.SE PLANS AND SPECIFIC/WON, AS WELL AS STARBUCKS NAME AND LOGO, TRADEMARKS OMIT DESIGNS ARE T. BMLUSNE PROPERTY OF STARBUCKS CORPORATION. NAT- REPRODUCTION. MOaFlCADON. DISCLOSURE ANO /DR USE of THESE MATERMLS (OR ANY PORUON OF THEE) WITHOUT STAMMERS PRIOR WRMM CONSENT S SIRRTLY PROMBRiED. CONSULTANTS AEI( ENGINEERS 11155 120Th AVE. N.E. SUITE 200 KIRKLAND, WA 98033 (425) 739 -6051 (425) 739 -7362 AE8I23WAOLCOM REV DATE a CF CO CO PROJECT NO. 12197001 CONCEPT: EB - ROAST ISSUE DATE: 08/20/01 CHECKED: JOHN BEEBE DESIGNED: CHRIS RENSCH DRAWN: AMC SCALE: (DO NOT SCALE DRAWINGS) SHEET TITLE ELECTRICAL SPECIFICATIONS & NOTES A. AT START OF CONSTRUCTION, CONTRACTOR SHALL SET UP PHONE SERVICE IN STARBUCKS NAME, BILLING ADDRESS: STARBUCKS CORPORATION, STORE # ATTN: IT- TELECOM FLUNG, MS: S -IT2 P.0.BOX 34067 SEATTLE, WA 98124 -1067 -ALL ORDERS SHALL BE SUBMITTED VIA EMAIL USING APPROVED ELECTRONIC FORM PROVIDED BY STARBUCKS COFFEE COMPANY CONSTRUCTION MANAGER. \\*. RACEWAY CONCEALED IN CEILING OR WALL HASH MARKS \`"� INDICATE NUMBER OF WIRES. #12 AWG, CU, THWN WIRE UNLESS OTHERWISE NOTED. LONG HASH MARK DENOTES NEUTRAL INSII:ATFS 0R0IIN0 WIRE E1.0 Don rnnC. 191071,1 E526 1 INSTA HOT TAP E529 2 COFFEE WARMER PAD E532 2 BLENDER E533 1 SCALE W/ TOWER READOUT E545 1 MONEY COUNTER E556 1 SAFE— INTERACTIVE SECURITY LH E301 1 UNDERCOUNTER REFRIG E310 1 DELFIELD 3 —DOOR REFRIGERATOR E314 1 ICE MACHINE (AIR — 1000 #) E318 1 500 LB ICE BIN E335 1 UNDERCOUNTER REFRIG E339 1 B FOOD CASE (40 "X40 ° ) RN- WEE 41 1 000 01DOD2 13T! (502 aL , ICE uMTINE CAD CE WINE WYD SPARE sPARE SPARE SIDRE SPATE MAE TOTAL ARM LOAD TOTAL NNING LOA) ROIL 101 -6ODE. La% IOTA. AffifME LOAD LAMEST 1010R LOAD IAA CONK. LAD x 12R IOW. KVA RNA NES SERA. 1.•11 WAriN 434 1 " F162 PRISE COMO OLAD PRME COMEORO NES cow KYA MA 0 00 1 DM Q K fl T AANo FICIAt xn� x Las % 1D 2 125 DRUM ,39 000 MO 111E PE, 2131 NC - TERNMES ION-CO0Wb 101/0 DM UN). 1011 Q - RESULT CABIDA LOO 000 u - 0650440. UMW MTN MO 000 R - ®LAB WEAL To38BBE LOO I S1 1 L - 0119106 UAW LOO AIWA K - 0®MES woo LOO 1 381, a O PANEL SCHEDULE A NTS ELECTRICAL PANELS (RELOCATE TO THESE LOCATIONS) ,uw FLAG NOTES LOCANA MAMMY PROVIDE BRANCH CIRCUITING MOUNTED DEVICES. PROVIDE ALL WRING AND WIRE QUABTTRES TO ACCOMPLISH CIRCLINNG SHOWN. SHALL MEET SPEC REQUIREMENTS AND APPUCABLE CODES. r>. OWNER PROVIDED SPEAKER. SEE SPECIFICATIONS ON SHEET 1.0. MOUNT AT ELEVATIONS PER CONSTRUCTION MANAGER. PROVIDE 12" X 12" X 4° PULL BOX ABOVE CEIUNG. ® FLAG NOTE NOT USED. FLAG NOTE NOT USED. © FLAG NOTE NOT USED. PROVIDE WALL PENETRATIONS AND ELECTRICAL CONNECTIONS AS NEEDED FOR SIGN. 8. FLAG NOTE NOT USED. PROVIDE ROOF MOUNTED WEATHER PROOF Gil RECEPTACLE NEXT TO HVAC UNIT PER BUILDING CODE REQUIREMENTS. FLAG NOTE NOT USED. 11 PROVIDE AND INSTALL J -BOX 0 54" OFF. ROUTE CONDUIT IN WALL AND STUB UP IN CEILING SPACE FOR EMERGENCY CALL PHONE ICE MACHINE COND. ON ROOF (CONFIRM LOCATION) LOCATION OF ALL SWITCHES ELECTRICAL POWER PLAN wise ivnoi ROM BUS im 4' �':, 7[^' r^ a1-- ��s�f•oE::>•E >rsas�,•� i ■.■u� ��C7F1 MIEINI ,111 i "71767∎7�7 D r aa:3� f'T =� � ©�i3mEF= I�:ZJOG1F7A70c�±_'� >� Ci4,7 a - std ©ve 7�r•i . • . .• 3'S11■E:i 7fU 11E,,, FLEi7 IK111 1/iMIC , G:IIMIM∎VMM.NiFE DDE7x7 © r - i -- 3r � 1 © ∎p4Dp phi: r>_OD Fle7 I .T . : 3s.i 1 ■i74E7 N �� ='7� E7E�1e7C�lF - y:� I♦Q4m . :∎ NNi ?14 FilUMNIIM,■■ID NIMIFIBM [TIME MI= VIVIIVIMMII MOBI LOAD URINE LAID NN-aML LOO PECPUCIE tAD MIER MAD COIL LIMX IS K■A AFS ONYEMED TOO ° 44 NYSE meatlD NES = 204 OREM 1 43 1 6 1 US AMER 10131 600 1146 M TWE LET CL - DE O606 M OULAS �a TOO Q- COMM x%M u - 6 uul�r IiDAAt MID R LEM K - LASAM6 IOIOHI TAO T ■aoHA2N 3.. PANEL SCHEDULE B VITAE CLOCK O (NOT USED) SIGNAGE SCHEDULE: ITEM# QTY DESCRIPTION EXTERIOR S421 ADDITIONAL ITEMS ADL1 24" NON —ILLUM LOGO DISK STACKED FACE UT 14" LLLCIRICAL KUUM REPLACE EXISTING FUSES IF NECESSARY NEW 4 #3/0 CU IN EXISTING 2 CONDUIT AUXILIARY SYSTEMS SCHEDULE: ITEM# QTY DESCRIPTION AUXILIARY SYSTEMS A001 A002 A004 A006 A007 A009 A014 2 PHONE — 1 UNE SYSTEM PHONE — 2 UNE SYSTEM MANAGERS PC WORKSTATION ALARM SYSTEM POS REGISTER MUSIC SYSTEM — PLAY 4.0 INTERACTIVE SECURITY SYSTEM ACCESSORIES A602 A606 4 2 POS BANK INDOOR /OUTDOOR SPEAKER 3P P 3P IX PANEL A (RELOCATED) PANEL (RELOCATED) TENANT AREA o ONE LINE DIAGRAM EQUIPMENT SCHEDULE: EXISTING 40/0 AL IN EXISTING 2 "C REROUTE TO NEW LOCATIC, OF PANELS ITEM# QTY DESCRIPTION E004 GRINDER — COFFEE BREWING Et 52 El 62 2 BREWER — TWIN COLUMBIA ESPR. MACH. VERISMO CTS2 40A WATER SYSTEMS E201 WATER SYSTEM — REFRIGERATION /ICE DISHWASHERS E451 1 DISHWASHER M ISC ACCESSORIES E806 2 COFFEE SHUTTLE O NUMERICAL NOTES (BELOW) NOT LISTED ARE NOT USED. O FOR FULL EQUIPMENT SCHEDULES, LOADS, & COMPLETE LISTING SEE SHTS SC1 THROUGH SC3. CO ELECTRICAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK. DO DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. REFER TO ARCHITECTURAL CASEWORK DETAILS SHTS A7.0 -A7.5 FOR EXACT LOCATIONS OF ELECTRICAL DEVICES LOCATED IN CASEWORK. O REFER TO ARCHITECTURAL PLANS FOR EXACT EQUIPMENT AND DEVICE LOCATIONS. 0 JUNCTION BOXES, CONDUIT, AND OUTLETS MOUNTED INSIDE CASEWORK SHALL BE POSITIONED TO AVOID OBSTRUCTION OF ANY EQUIPMENT SUCH AS REFRIGERATORS AND DISHWASHERS, AND SHALL BE POSITIONED TO ALLOW THE MAXIMUM AMOUNT OF STORAGE CAPACITY IN CABINETS. O ALL CONDUITS AND RACEWAYS SHALL BE RUN IN LOCATIONS WHERE THEY WILL NOT BE VISIBLE TO CUSTOMERS. POWER PLAN KEYED NOTES NOTES: PROVIDE MEANS PROVIDE & INSTALL. O NEMA 5 -20R RECEPTACLES FOR BAR GRINDERS. SEE DETAIL 3/A7.0 O NEMA 5 -20R RECEPTACLES FOR RETAIL GRINDER. SEE DETAIL 11/A7.1 0 NEMA 14 -50R RECEPTACLE FOR TWIN BREWER, 3/4 " C - 3 #6 & 1 #10G SEE DETAIL 11/07.1. CONTRACTOR TO PROVIDE A NEMA 6 -50P CORD CAP FOR THE BREWER, BRYANT OR EQUAL. Q NEMA " 6-50R - 2 #6 1 0 G. 3/A7.0 O AND /OR INSTA-HOT TAP. SEE DETAILS 3/A7.0 R & 8 /A� BATOR REFRIGERATOR 0 NEMA 5 -20R RECEPTACLE FOR DELFIELD REACH -IN REFRIGERATOR 0 84" AFF. 0 NEMA 5 -20R RECEPTACLE FOR ICE MACHINE. ® HARDWIRE EQUIPMENT CONNECTION AT FOOD CASE. PROVIDE SEPARATE (1) 120V, 15 AMP. AND (1) 220 V 20 AMP DEDICATED CIRCUITS. ROUTE CONDUIT TO SIDE OF CASE 0 9" AFF FROM ADJACENT BEVERAGE POS CABINET STUB -UPS. 0 NEMA 14 -50R RECEPTACLE FOR DISHWASHER, 3/4 "C - 3 #6 & 1 #106. 10 NEMA 5 -20R RECEPTACLE 0 15 AFF. 11 NEMA 5 -20R RECEPTACLE FOR WATER FILTER SYSTEM 0 60" A.F.F. 12 NEMA 5 -20R RECEPTACLE FOR COFFEE WARNERS. SEE DETAIL 11/A7.1. (2) NEMA 5 -20R RECEPTACLES FOR BLENDERS IN 4 -PLEX BOX. MOUNT BOX TO DIE -WALL BENAEATH BLENDER CABINET. EACH DUPLEX RECEPTACLE TO BE SEPARATED TO RECEIVE (2) DEDICATED CIRCUITS, (4) DEDICATED CIRCUITS TOTAL. SEE DETAIL 2/07.1 3 #6CU THWN, 1 "C. FROM HVAC UNIT TO PANEL PROVIDE CONTROL WIRING. (NOT SHOWN) 15 NOT USED 16 CONTRACTOR TO PROVIDE ADDITIONAL OUTLET AND J -BOX AS NEEDED FOR SECURITY SYSTEM ABOVE CEILING. Ci CONTRACTOR TO PROVIDE DIRECT ACCESSIBLE POWER FOR ALL ELECTRICAL SIGNAGE WITHIN 6' -0" OF SIGNAGE LOCATION. 18 CONTRACTOR TO PROVIDE TWO (2) SPARE 3/4 " CONDUITS WITH PULL STRINGS FROM ELECTRICAL PANEL TO BARISTA, AND SHALL BE STUBBED AND CAPPED 6" AFF INSIDE CASEWORK. 19 CONTRACTOR TO PROVIDE A NEMA L6 -50P CORD CAP FOR THE VERISMO MACHINE , BRYANT OR EQUAL 20 FOR CT2 AND CTS2 VERISMO ESPRESSO MACHINES, CIRCUIT VOLTAGE SHALL BE BETWEEN 195 VOLTS AND 225 VOLTS. IF NEEDED, THE CONTRACTOR SHALL PROVIDE AND INSTALL BUCK -BOOST TRANSFORMER(S) TO BE LOCATED IN AN ACCESSIBLE LOCATION ABOVE THE CEILING WITHIN 6' OF THE ELECTRICAL PANEL. IF LOCAL CODES DO NOT ALLOW INSTALLATION ABOVE CEILINGS, THE TRANSFORMER(S) SHALL BE MOUNTED TO THE WALL JUST BELOW THE CEILING. ACCEPTABLE TRANSFORMERS INCLUDE ACME, SIZE FOR LOAD OF MACHINES AND PROVIDE ANY NEEDED OVERCURRENT PROTECTION. 21 NOT USED. 22 SEE DETAIL 1/E1.0 FOR LOCATIONS OF LAN /P.O.S. DEVICES AND EQUIPMENT AT MANAGERS DESK. 23 SEE DUAL 17/A7.0 FOR LOCATIONS OF LAN /POS /ELECTRICAL DEVICES AND EQUIPMENT AT BEVERAGE P.O.S. 24 SEE DETAIL 9/A7.0 FOR DEVICE AND EQUIPMENT LOCATIONS AT BEAN P.O.S. CONTRACTOR TO PROVIDE ALL DEVICES AND POWER FOR FUTURE EQUIPMENT. 25 4" SQUARE J -BOX 0 11' -0" AFF IN GENERAL SEATING AREA FOR SECURITY SYSTEM STROBE LIGHT. ROUTE 1/2" EMT CONDUIT BACK TO SECURITY ALARM LOCATION & CONNECT TO PULLBOX. 26 ALARM KEYPAD AND EMERGENCY CALL PHON 54 "A.F.F. 27 OR RECEPTACLE AT 44-"AFF. C 28 NOT USED. St? 14 29 NOT USED. IS WED 30 4 -PLEX CONVENIENCE OUTLET Off' NEMA 5 -20R RECEPTACLE 0 48" 31 NEMA 5 -20R RECEPTACLE 0 16 AFF IN STORAGE CABINET. SEE DETAIL 1,2/A7.1 @ MUSIC SPEAKER MOUNTED 0 HEIGHT DETERMINED BY CONSTRUCTION MANAGER. CI1yROF �K AUG 2N 09 1 0 PRARCR 0 1 2 3 4 8 12 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE PANS AND SPEdFlGIMNS, AS WELL AS STARRUCN5 NAME AND LOGO, TRADEMARKS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF SMIRK 1 ATION ANY REPRODUCTKM, IMEREC%D1 N, DISCLOSURE AND /OR USE OF 116E MATERIALS (OR ANY PORTION OF THEIA) WITHOUT STARBIMI6 PRIOR WRITTEN CIXSENF IS STRICTLY PROHIBITED. CONSULTANTS AER ENGINEERS 11155 120TH AVE. N.E. SUITE 200 KIRKLAND, WA 98033 (425) 739 -6051 (425) 739-7362 AER123NAOL.COn REV DATE PROJECT NO. 12197001 CONCEPT: EB - ROAST ISSUE DATE: 08/20/01 CHECKED: JOHN BEEBE DESIGNED: CHRIS RENSCH DRAWN: AMC SCALE: (DO NOT SCALE DRAWINGS) SHEET TITLE POWER PLAN SCHEDULES 8, NOTES PROJECT CODE: 12197001 E2.0 L142 3 TRACK FIXTURE, BLACK 75W JUNO T231 —BL 120 75 L145 9 TRACK FIXTURE WHITE JUNO T231 —WH 120 64 L174 it TRACK WHITE 8' JUNO V8 —WH 120 1 A 92c 1 �2c JUNO �2c 120 64 0H) 1— 1 TRACK BLACK 4' JUNO 4. 120 I r/' 4 f0 _ _ 2c �\ � 2c �\ ® 2c iii C D 1.1 + 4 , I 11111111 Q SWITCH BANK �_ - A • • �f . 2d • 2dA = 2d • 2d = 2d 2d : �� � N SWITCH BANK (3lir 1h 31 1 h I .= 31 31 31 ®) 2 .„ ® N L �J 13-3 HA 0 31 11.11.111.111111 11.11.111.111111 SWITCH BANK 1h I ❑ L142 3 TRACK FIXTURE, BLACK 75W JUNO T231 —BL 120 75 L145 9 TRACK FIXTURE WHITE JUNO T231 —WH 120 64 L174 1 TRACK WHITE 8' JUNO V8 —WH 120 96 L175 1 TRACK WHITE 4 JUNO V4 —WH 120 64 L176 1 TRACK BLACK 4' JUNO V4 —BL 120 L551 8 5" FLUORESCENT RECD L560 1 2X2 FOR ACT LITHONIA 2SPG 2U 31 Al2GE6 120 64 L563 3 2X4 FOR ACT LITHONIA 2GT 332 Al2 720GEB 120 96 L574 6 FLUORESCENT DBL STRIP 48" LITHONIA C232 —GEB 120 64 LIGHTING ENERGY CODE CALCULATIONS ED (SEE 8 -1/2 X II FORMS) W O R K R O O M B 6 2 #12, 1/2" SEE LIGHTING SWITCHBANK DETAIL B -2 VIA SWITCH BANK ASTRONOMIC TIMESWITCH, TORK #7200Z, SET TO TURN ON AT 5:00 AM AND OFF AT 1:00 AM ON 24 HRS /DAY LOCK ON CIRCUIT SIGNAGE LIGHTING OCONTROL DIAGRAM g A C K BAR ELECTRICAL LIGHTING PLAN (5) MIPML A PANEL A 4 3 $ b $ a 3 CONTROL ZONE SCHEDULE NOTES a — WORK ROOM b — BACK BAR/ PREP AREA c — BACK BAR/ PREP d — SALES/ PREP AREA e — NOT USED f — SEATING PREP g — FRONT DISPLAY h — TRACK (3) 1. DIMMERS TO BE LUIRON NOVA T SERIES SUDE TO OFF. [HMMER SHALL MATCH LOAD SERVED, 1500W (MAX) QI INDICATES DIMMER $ INDICATES SWITCH @ILIGHTING SWITCHBANK DETAIL LIGHTING SCHEDULE: MODEL # VOLTS WATTS ITEM# I OTT ( DESCRIPTION PENDANTS /SCONCES LO11 BSTORE HNDOFF YELLOW 60W BASIC SOURCE #93421 120 60 TRACK & TRACK FIXTURES INCANDESCENT FIXTURES L302 L307 6 8 5" INCAN REC'O — 75W 4" INCAN RECD SOW W/ EXTENDER FLUORESCENT FIXTURES AO SEE E1.0 FOR SPECIFICATIONS. O FOR FULL SCHEDULES, LOADS, A COMPLETE USING SEE SHTS SC1 THROUGH SC3. O ELECTRICAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK. (9 DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. O REFER TO ARCHITECTURAL CASEWORK DETAILS, SHTS A7.0 —A7.5 FOR EXACT LOCATIONS OF UGHT FIXTURES LOCATED IN CASEWORK. O REFER TO ARCHITECTURAL PLANS FOR EXACT FIXTURE LOCATIONS. O FLUORESCENT LIGHTING UGHTS IDENTIFIED W/ NL BACK O BE ON 24 HOUR PER DAY LOCK—ON D CIRCUIT. O TIMING DEVICE FOR EXTERIOR LIGHTS AND SIGNAGE TO BE LOCATED ADJACENT TO ELECTRICAL PANEL IN WORKROOM. SET TIMING DEVICE SO THAT SIGNAGE IS ON AT 5:00 AM AND OFF AT 1:00 AM ON A 24HR /DAY LOCK ON CIRCUIT. THE TIMING DEVICE SHALL BE TORK SERIES Z, #Z7200. O ALL LAMPS AND LIGHT FIXTURES TO BE SUPPUED BY STARBUCKS UNLESS NOTED OTHERWISE. CONTACT THE STARBUCKS CONSTRUCTION MANAGER FOR THE LIGHTING SUPPLIER CONTACT. MANUFACTURER ANCILLARY FIXTURES L853 2 EMERGENCY /EXIT LIGHT— WHITE LITHONIA LHOMSW3G EL N — WHITE 120 0 1 2 3 4 8 12 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 WIESE PLANS AND SPECIFICATIONS, AS WELL AS STARSILI6' NAME AND LOGO, TRMO6R S AND DESICd5 ARE THE EXCEUSNE PROPERTY OF STARDOMS CORPORATION. ANY REPRODUCTION: MODIFICATION. DISCLOSURE AAM /OR USE OF 66W TRIALS MR ANY PORTION OF THEN) WITHOUT STARBUCKS' PRIOR TORTEN CONSENT 6 STRICTLY PROHIBITED. CONSULTANTS AER ENGINEERS 11155 120TH AVE. N.E. SUITE 200 KIRKLAND, WA 96033 (4251 739 -6051 (425) 739 -7362 A69123WAOLC66 REV DATE T 4 W X LL LL U z C/) L1 I , M I I:7) 0 w 0 a PROJECT NO. 12197001 CONCEPT: EB - ROAST ISSUE DATE: 08/20/01 CHECKED: JOHN BEEBE DESIGNED: CHRIS RENSCH DRAWN: AMC SCALE: (DO NOT SCALE DRAWINGS) SHEET TITLE ELECTRICAL LIGHTING PLAN & DETAILS PLUMBING SPECIFICATION NOTE: "CONTRACTOR" MEANS "PLUMBING CONTRACTOR" WHEN REFERENCED ANYWHERE IN THE PLUMBING CONSTRUCTION DOCUMENTS. "AHJ" MEANS AUTHORITIES HAVING JURISDICTION, "NEEDED' MEANS ITEMS CALLED OUT IN THE CONTRACT DOCUMENTS PLUS ANY OTHER ITEMS TO MAKE A COMPLETE AND OPERABLE SYSTEM THAT ARE NOT CALLED OUT. GENERAL SCOPE THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL PLUMBING SYSTEM. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL (F WI) ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO COMPLETE THE PLUMBING WORK. SITE EXAMINATION THE PLUMBING CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE FIXTURES, EQUIPMENT, AND PIPING WILL BE INSTALLED AND SHALL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE PLUMBING WORK. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF ASME, ASTM, UL, NEMA ANSI, ASHRAE, NFPA, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CODES ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES AND AHJ. IN CASE OF CONFLICT BETWEEN THE DRAWINGS /SPECIFICATIONS AND THE CODES AND ORDINANCES, THE STRICTEST STANDARD SHALL APPLY (IN THE OPINION OF THE ENGINEER). THE PLUMBING CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AND ALL ITEMS IN THE CONTRACT DOCUMENTS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST TO STARBUCKS. PERMITS AND FEES THE PLUMBING CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES INSPECTIONS, AND OTHER COSTS NECESSARY TO COMPLETE THE PLUMBING WORK. WARRANTY THE PLUMBING CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. PIPING SOIL, WASTE AND VENT PIPING SOIL WASTE AND VENT PIPING 10" AND SMALLER SHALL BE SERVICE WEIGHT, HUBLESS, CAST IRON PIPE AND FITTINGS WITH NEOPRENE GASKET AND STAINLESS STEEL SHIELD AND CLAMP. PROVIDE HUB —TYPE PIPE AND FITTINGS BELOW GRADE WHERE REQUIRED BY LOCAL CODES. SCHEDULE 40 ABS OR PVC PIPE AND FITTINGS WITH SOLVENT WELD MAY BE SUBSTITUTED FOR SOIL WASTE AND VENT PIPING, ABOVE AND BELOW GRADE IF ALLOWED BY AHJ. HORIZONTAL RUNS SHALL DRAIN AT A GRADE OF 1/4 INCH PER FOOT WHERE POSSIBLE BUT IN NO CASE LESS THAN 1/8" PER FOOT. APPLY TO BUILDING DEPARTMENT FOR VARIANCE IF 1 /8" IS NEEDED. COORDINATE WITH AHJ FOR DRAINAGE REQUIREMENTS FOR EQUIPMENT DESIGNATED WITH INDIRECT WASTE TO FLOOR DRAINS. PROVIDE PIPED DRAIN TO SANITARY IF REQUIRED BY AHJ. RELOCATE ANY VENTS NECESSARY TO GIVE 10 FOOT CLEARANCE FROM HVAC INTAKE COORDINATE WITH HVAC CONTRACTOR. DOMESTIC WATER PIPING DOMESTIC WATER PIPING 2" AND SMALLER SHALL BE COPPER TUBE WITH WROUGHT COPPER SWEAT FITTINGS JOINED WITH LEAD FREE SOLDER. PROVIDE TYPE "L" COPPER TUBE ABOVE GRADE AND TYPE "K" BELOW GRADE. CONDENSATE DRAINAGE PIPING THE PLUMBING CONTRACTOR SHALL F & I CONDENSATE DRAINS FOR AIR HANDUNG UNITS AND STARBUCKS EQUIPMENT (REFER TO SCHEDULE BELOW). CONDENSATE DRAINAGE PIPING SHALL BE TYPE 11 COPPER TUBING WITH WROUGHT COPPER SWEAT FITTINGS JOINED WITH 50/50 SOLDER. NATURAL GAS PIPING GAS PIPING SHALL BE SCHEDULE 40, SEAMLESS, BLACK STEEL PIPE. PROVIDE PIPING SUPPORT BLOCKING ON ROOF, COMPATIBLE WITH ROOFING SYSTEM. HANGERS AND SUPPORTS THE PLUMBING CONTRACTOR SHALL F & I ALL PIPE SUPPORTS NEEDED FOR HIS EQUIPMENT AND MATERIAL ALL HORIZONTAL RUNS OF PIPING SHALL BE SUPPORTED BY PIPE HANGERS SPACED NOT MORE THAN 10 FEET O.C. FOR PIPES 1 -1.4 AND LARGER, AND 8 FEET O.C. FOR PIPES SMALLER THAN 1 -1/4" AND AT EACH JOINT FOR SOIL OR WASTE PIPE. ADDITIONAL SUPPORTS SHALL BE PROVIDED WHERE REQUIRED TO PREVENT SAGGING. HANGERS AND PIPE ATTACHMENTS TO BE FACTORY FABRICATED WITH GALVANIZED COATINGS; NONMETALLIC COATED FOR HANGERS IN DIRECT CONTACT WITH COPPER TUBING. CONNECTIONS F & I UNIONS ADJACENT TO EACH VALVE AND AT FINAL CONNECTION TO EACH PIECE OF EQUIPMENT. INSTALL DIELECTRIC COUPUNGS TO CONNECT PIPING MATERIALS OF DISSIMILAR METALS. SCREW JOINT STEEL PIPING UP TO AND INCLUDING 1 -1/2 ". WELD PIPING. USE LED FREE SOLDER FOR SOLDERING DOMESTIC WATER COPPER PIPE. CLEANOUTS F & I J.R. SMITH OR EQUIVALENT FLOOR AND WALL CLEANOUTS AS INDICATED ON THE DRAWINGS OR WHERE NEEDED IN ALL SOIL, WASTE, AND DRAIN LINES. IN AREAS WITH CERAMIC TILE OR CARPETED FLOORING, F & I CLEANOUTS WITH SQUARE, ADJUSTABLE, NICKEL BRONZE TOP. IN AREAS WITH RESILIENT FLOORING, F & I CLEANOUTS WITH SQUARE, ADJUSTABLE, NICKEL BRONZE TOP WITH "TILE RECESS. CLEANOUTS SHALL BE SAME SIZE AS PIPE EXCEPT THAT CLEANOUTS LARGER THAN 4 WILL NOT BE REQUIRED. WHERE CLEANOUTS OCCUR IN WALLS OF FINISHED AREAS, THEY SHALL BE CONCEALED BEHIND CHROME PLATED ACCESS COVERS. INSTALLATION INSTALL PIPING FREE OF SAGS AND BENDS. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS. INSTALL SLEEVES FOR PIPES PASSING THROUGH CONCRETE AND MASONRY WALLS, GYPSUM —BOARD PARTITIONS, CONCRETE FLOOR, AND ROOF SLABS. SEAL PIPE PENETRATIONS THROUGH RATED CONSTRUCTION WITH FIRESTOPPING SEALANT MATERIAL UNDERGROUND WATER AND SEWER LINES SHALL BE LAD IN SEPARATE TRENCHES WITH A MINIMUM HORIZONTAL SPACING AS REQUIRED BY CODE AND AHJ, EXCAVATED TO THE PROPER DEPTH AND GRADED TO PRODUCE THE NEEDED FALL TESTING ALL PIPES SHALL BE TESTED BY AN APPROVED METHOD BEFORE THEY ARE BACKFILLED OR CONCEALED. AFTER TESTING IS COMPLETE, THE PLUMBING CONTRACTOR SHALL DISINFECT THE POTABLE WATER SYSTEM AS REQUIRED BY AHJ. TEST WATER PURITY ACCORDING TO AHJ AND SUBMIT CERTIFIED TEST RESULTS TO ENGINEER FOR RENEW AND APPROVAL VALVES GENERAL PLUMBING CONTRACTOR SHALL F & I VALVES WHERE INDICATED ON PLANS AND AS NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. INSTALL VALVES FOR EACH FIXTURE AND ITEM OF EQUIPMENT. F & I BRAIDED STAINLESS STEEL HOSE (UNLESS OTHERWISE NOTED) BETWEEN VALVE AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. LOCATE SHUT —OFF VALVES ADJACENT TO EQUIPMENT FOR EASY ACCESS SUCH THAT VALVES CAN BE REACHED WITHOUT MOVING EQUIPMENT. VALVES F & I VALVES FOR WORKING PRESSURE IN WATER PIPING OF 125 PSI OR GREATER. UNLESS NOTED OTHERWISE VALVES SHALL BE AS FOLLOWS: VALVE TYPE MANUFACTURER & MODEL NO. CHECK VALVE UP TO 3" CRANE OR EQUIVALENT GLOBE VALVE UP TO 3' CRANE OR EQUIVALENT GATE VALVE UP TO 3 ": APOLLO OR EQUIVALENT TEMP. & PRESSURE RELIEF WATTS OR EQUIVALENT SHOCKSTOP WADE OR EQUIVALENT BACKFLOW PREVENTER WATTS OR EQUIVALENT VACUUM RELIEF VALVE WATTS OR EQUIVALENT PRESSURE REDUCING VALVE WATTS OR EQUIVALENT TRAP SEAL PRIMER J.R. SMITH OR EQUIVALENT MIXING VALVE WATTS OR EQUIVALENT SUPPLY IF WATER PRESSURE SUPPLIED TO STORE IS GREATER THAN 65 PSI, THEN PROVIDE A PRESSURE REGULATOR TO MAIN SUPPLY TO MAINTAIN WATER PRESSURE (NOT SHOWN ON DRAWINGS). PROVIDE BACKFLOW PREVENTION AND MAINTAIN SERVICE IF REQUIRED BY AHJ. INSULATION WATER PIPING PROVIDE THERMAL INSULATION ON ALL HOT AND COLD WATER, AND HORIZONTAL WASTE PIPING IN CEILING SPACES, AND ON ALL COLD WATER PIPING IN CASEWORK AND BAR AREAS. USE SELF — SEALING CLOSED CELL FOAM OR JACKETED FIBERGLASS INSULATION WITH MANUFACPJRE APPROVED ADHESIVES, SEALERS, AND COATINGS. ALL MATERIALS USED SHALL NOT EXCEED 25 FOR FLAME SPREAD, 50 FOR FUEL CONTRIBUTED, OR 50 FOR SMOKE DEVELOPED. UNLESS OTHERWISE REQUIRED BY THE AHJ OR ENERGY CODES, THE MINIMUM INSULATION LEVELS SHALL BE AS FOLLOWS: PIPE,SIZE INSULATION THICKNESS 1" DIA OR LESS 1" 1" — 2 DIAL 1" 2' DIA OR GREATER 1 — 1/2" (INSULATION VALUE = 4 TO 4.6 / INCH) SAFETY COVERS INSTALL SPECIFIED NO —SCALD SAFETY COVERS WITH INSULATED FOAM LINER AND TAMPER PROOF STRAP AS FURNISHED BY STARBUCKS AT ALL EXPOSED PIPING. ICE BIN DRAIN INSULATE ICE BIN COPPER DRAIN LINES WITH 1/2" THICK, SELF— SEAUNG, SECTIONAL, CLOSED CELL FOAM. HVAC PIPING INSULATE REFRIGERANT SUCTION PIPING AND COOLING COIL CONDENSATE PIPING WITH 3/4" THICK, SELF SEAUNG, CLOSED CELL FOAM. INSULATE HVAC HOT AND CHILLED WATER PIPING SYSTEMS AND LOW PRESSURE STEAM AND CONDENSATE PIPING WITH 1 -1/2 THICK, HEAVY DUTY, SELF SEAUNG, JACKETED FIBERGLASS. RAIN CONDUCTORS INSULATE RAIN WATER CONDUCTORS WHICH PASS THROUGH OCCUPIED AREAS WITH 1/2" THICK FIBERGLASS. MISCELLANEOUS PLUMBING FIXTURES WATER HEATER PROVIDE A RHEEM OR EQUIVALENT, GLASS — LINED, ENERGY EFFICIENT, GAS —FIRED WATER HEATER, WITH CAPACITY AS INDICATED IN THE PLANS. PROVIDE INSTALLATION COMPLETE WITH FITTINGS AS SHOWN IN THE DRAWINGS. WATER FILTRATION — SYSTEM "A" PLUMBING CONTRACTOR SHALL INSTALL WATER FILTRATION SYSTEM FURNISHED BY STARBUCKS, AS INDICATED ON THE PLANS. PROVIDE INSTALLATION COMPLETE WITH ALL PIPING, FITTINGS, AND EQUIPMENT AS INDICATED ON THE DRAWINGS AS NEEDED. FIXTURES HANDSINK COMPARTMENT SINK DIPPER WELL WATER STATION MOP BASIN FLOOR SINK FAUCETS HANDSINK FAUCET OWNER FURNISHED CONTRACTOR INSTALLED PLUMBING FIXTURES /EQUIPMENT THE PLUMBING CONTRACTOR SHALL MAKE ALL FINAL. CONNECTIONS TO EQUIPMENT INCLUDING REQUIRED MATERIAL SUCH AS PIPING, VALVES, FILTERS, TRAPS, CHECKS VALVES, VACUUM BREAKERS, AND FLEXIBLE AND RIGID TUBING. THE FOLLOWING PLUMBING FIXTURES AND EQUIPMENT ARE FURNISHED AND DEUVERED TO THE SITE BY STARBUCKS FOR INSTALLATION BY THE PLUMBING CONTRACTOR. REFER TO SCHEDULES ON DRAWINGS FOR MORE COMPLETE DESCRIPTION OF LISTED ITEMS. FAUCETS CONT. FAUCET & SPRAY (COMP SINK) DIPPER WELL FAUCET W/S TOWER FAUCET & BRACKET (MOP SINK) EQUIPMENT ESPRESSO MACHINE COFFEE BREWER ICE MACHINE SANITIZER WATER FILTRATION — SYSTEM A" CWF TW G D4 t riN YLUMBINA JYMBULJ LCLTtNU S OR W _SV CD CW HW CWF TW SANITARY OR WASTE PIPING ABOVE SLAB SANITARY VENT PIPING CONDENSATE DRAIN COLD WATER PIPING HOT WATER PIPING COLD WATER FILTERED TEMPERED WATER G GAS UNE BV BALL VALVE GV GATE VALVE CH. V CHECK VALVE RV RELIEF VALVE HB HOSE BIBB SHOCK ABSORBER STRAINER CO WALL CLEANOUT FCO FLOOR CLEANOUT FS FLOOR SINK WM WATER METER CONNECT TO EXISTING STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE PLANS AND SvEL61GlNMS, AS WELL AS STARBUCKS NAME AND LORD, TRADEMARKS AND DESIGNS ARE THE E.LUSNE. PROPERRY OF STARBOOKS CORPORATION. ANY REPRO...DON. ImFlGTION, DISCLOSURE AND /OR USE OF THESE INTFNYLS (OR Arc PORTION OF THEY) WRUdIF SYARRUCKS PRIOR WRITTEN CONSENT IS man' PRONIBRFD. CONSULTANTS AER ENGINEERS 11155 120TH AVE. N.E. SUITE 200 KIRKLAND, WA 98033 (425) 739 -6051 (425) 739 -7362 AERI23MA0L.CON REV DATE a o co OZ w C ! i I U V m Et < F- D �0 V J � z d PROJECT NO. 12197001 CONCEPT: EB - ROAST ISSUE DATE: 08/20/01 CHECKED: JOHN BEEBE DESIGNED: CHRIS RENSCH DRAWN: AMC SCALE: (DO NOT SCALE DRAWINGS) SHEET TITLE PLUMBING SPECIFICATIONS 81 NOTES P1.0 POO1 1 ICE BIN DROP STD P002 1 DIPPER WELL P007 2 WATER STATION SINK P021 1 SINK — SS HAND WORKROOM P025 1 SINK — WORKROOM2 COMP P034 3 12" SQ FLOOR SINK P036 1 MOP SINK P050 1 WORK SINK P051 1 HAND SINK P804 3 FLOOR SINK HALF WIRE GRATE P806 1 GAS WATER HEATER RHEEM MODEL 41V50 50 GAL.- CAPACITY 40MBH INPUT 40.4GPH RECOVERY RATE AT 90 RISE. LINE OF SUSP CLG-\ CW - CWF 3/4 "CWF 1/2 "CWF .�L..s�.. HW- ..- .1`-- -- 3/4 -- - • -- - - - - 3/4 "^ I Y I Y z z 0 1 0 1 "0 1 1 - I_ \I \ z� z (7i c7, 1 x CC ICC m m 8F, 2'6 AI A � A °- Li _ O SUPPLY PIPING DIAGRAM - FILTER SYSTEM "A" NTS 1- 1 /4 "CW(EX) APPROXIAMATELY 50FF (FIELD VERIFY) LINE OF FLOOR SLAB 1- 1 /4'CW GAS ON ROOF ( .) w x- <1 2i II u REFER FILTER DELL SHE P3.0 ABOVE CEILING PLUMBING PLAN P.O.C. REFER PLAN 3/4" HW - 1 MIXING VALUE REFER W. FOR DETL SHE P3.0 VERISMO ESPRESSO MACHINE 3/8 " COPPER UNE 1/2 " COPPER LINES 3/8 " COPPER LINE <E162)- L_J IO ESP NAL MACHINVERISMO E 3/8 " MALE COMPRESSION AT MAIN BARISTA BALL VALVE 3/4 " CWF SUPPLY 3/8 " MALE COMPRESSION BALL VALVE FRONTLINE BARISTA O CWF SCHEMATIC NTS INSTA -HOT C © 0 ®CD 0 0 ©® 0 0m Alf 0 fl imam= r'l yy � 7 !! � l ■nom 3 / 4 'CW LtIJA , j i �� l ll o INIMMMMM ME 0 C = FP CO ®00 CO 2 - /2°VTR CO W O R K R O O M 3/4 °G 7 V CD 3 /4'CWF ROOFTOP UNIT - COORDINATE EXACT LOCATION IN FIELD. RACKOAR P353 2 WATER TOWER 1/2 " COPPER LINES BALL VALVE 0 STUB UP 3 /4 "CW &CWF DOWN 1/4 ° COPPER LINE 3/8 ° COPPER LINE PLUMBING SCHEDULE: ITEMA QTY DESCRIPTION FIXTURES i*Apk, 07100k. .E gati FAUCETS P352 1 -- P353 P354 P355 P356 P360 P373 2 DIPPER WELL FAUCET WORK SINK FAUCET HAND SINK FAUCET SPRAY UNIT FOR COMP SINKS FAUCET 8c BRACKET FOR MOP FAUCET A STORE 16" NOZZLE 1 4" FAUCET TOWER ACCESSORIES O NUMERICAL NOTES (BELOW) NOT LISTED ARE NOT USED. O FOR FULL SCHEDULES & COMPLETE LISTING SEE SKIS SCI THROUGH SC3. OC PLUMBING CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK. O p COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER CONNECTION TO ALL PLUMBING EQUIPMENT. O DIMENSIONS ARE TO FINISH FACE U.O.N. OF REFER TO ARCHITECTURAL CASEWORK DETAILS SHTS A7.0 - A7.5 FOR PLUMBING FITTINGS LOCATED IN CASEWORK. O COLD WATER SUPPLY LINES INSIDE CASEWORK & BAR AREA TO BE COVERED WITH 1/2 " THICK SELF SEALING, SECTIONAL CLOSED -CELL FOAM INSULATION. 0 3/4 " CW TO WATER HEATER & 3/4 " HW FROM WATER HEATER. O WATER HEATER AS SPECIFIED AND IN COMPLIANCE WITH APPLICABLE CODES AND ORDINANCES.. DIMENSIONS OF THE HEATER SHALL ALLOW INSTALLATION ABOVE THE MOP SINK. REFER TO WATER HEATER DETAIL SHEET P -3. 1/2 " HW & CW TO FAUCET AT MOP SINK: PROVIDE APPROVED BACKFLOW PREVENTION DEVICE ON SERVICE FAUCET AS REQUIRED. CAULK AND SEAL BACK OF SINK TO WALL O4 3/4 " CW TO WATER FILTER & 3/4 " CWF FROM WATER FILTER. PLUMBING CONTRACTOR TO FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ACTIVATION PROCEDURES FOR FILTERS. INSTALL ASSEMBLY ON THE WALL. REFER TO FILTER CONNECTION DETAIL SHT P -3. O 1/2 " WW & CW TO FAUCET & SPRAY AT COMPARTMENT SINK AND AT WORK SINK. CAULK AND SEAL BACK OF SINK TO WALL AS REQUIRED. © 3/4 ° HW TO SANTBZER. INSTALL SHUT -OFF WITH 3/4 ° MALE HOSE -END FITTING AT 18 R.F.F. UNDER COMPARTMENT SINK. SHUT -OFF TO INCLUDE PRESSURE REDUCING VALVE, PRESSURE GAUGE (SET 0 20 PSIG, + OR - 5 PSIG), UNE STRAINER, AND SHOCK ARRESTOR IN WALL. CONNECT SANDIZER TO HW SUPPLY WITH 72" LONG BRAIDED STAINLESS STEEL HOSE 1/2 ° EWE TO ICE MACHINE. REDUCE TO 3/8 " AT MACHINE. 1/2 " TEMPERED HW & CW TO SINK. 1/2 " CWF TO COFFEE BREWER & TEA BREWER. INSTALL SHUT -OFF IN CABINET AT 24" A.F.F. REDUCE TO 3/8 " AT UNIT. 3/8 " CWF TO ESPRESSO MACHINE. CONNECT MANUFACTURER'S SUPPUED 3/8 ° BRAIDED STAINLESS STEEL HOSE FROM SHUT -OFF TO UNDERCOUNTER PUMP INLET AND FROM PUMP OUTLET TO ESPRESSO MACHINE WATER INLET. INSTALL UNDERCOUNTER SPRING - LOADED DOUBLE CHECK VALUE ONLY IF REQUIRED BY LOCAL CODE. 11 1/2 ° CW TO DIPPERWEL FAUCET. 12 3/8 ° CAF TO INSTAHOT TAP. REDUCE TO 1/4 " AT LINO'. @ 3/8 ' CWF TO 10" WATER TOWER FAUCET LOCATED IN FISHER WATER STATION. 14 3/4' GAS DOWN TO HOTWATER TANK. 15 CONDENSATE DRAIN FROM AIR HANDLING UNIT. VERIFY SIZE AND LOCATION OF DRAIN BASED UPON EQUIPMENT REQUIREMENTS AND PLACEMENT. ROUTE CONDESATE DRAIN TO FLOORSINK. 16 3/4 ° CW STUB -UP THRU FLOOR. REFER TO BARISTA PLAN DETAIL 3/A 7.0. 17 3/4 " CWF STUB -UP THRU FLOOR. REFER TO BARISTA PLAN DETAIL 3/A7.0. 18 RE INTO EXISTING DOMESTIC WATER SERVICE. VERIFY EXACT LOCATION AND REQUIREMENTS ON SITE ® NOT USED. 20 NOT USED. FIELD VERIFY WATER PRESSURE INSTALL PRESSURE REGULATOR IF PRESSURE EXCEEDS 65PSi. O NOT USED. 23 NOT USED. 24 NOT USED. 25 NOT USED. ® 3/4 " GAS TO WATER HEATER. 27 1" GAS TO ROOF TOP MC UNIT. 28 CONDENSER WATER OUT & IN TO ICE MACHINE FROM REMOTE CONDENSER. COORDINATE WITH MANUF. FOR SIZES AND IN FIELD FOR CONDENSER LOCATION. @ NOT USED. 30 NOT USED 31 3/4 CW&CWF RUN BELOW SLAB. 32 COORDINATE WITH PSE FOR NEW GAS METER ON ROOF, EXACT LOCATION, AND SUPPORT. SERVICE PRESSURE SHALL BE 7" W.C. @ COORDINATE WITH MALL FOR APPROVED ROUTE & SUPPORT OF GAS „UNE ON ROOF. ROUTE GAS LINE SO AS TO NOT OBSTRUCT WALKING FTTV. W• . _.rry -, BLE. AUG PLUMBING GENERAL NOTES PLUMBING SUPPLY PLAN NOTES 0 1 2 3 4 8 la! II 0, 7 RFRMIT CFNTF R STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE PLO. ANO SPECIFICATIONS, AS Wal_ AS STARBUCKS NAME AND LOGO TPAOEA4RI6 AND DESIGNS ARE THE EONBSIIE PROPERTY OF STARBUCKS CORPORATION. REPRODUCTION, REPRODUCTI NOIIIFICATION. DISCLOSURE AND /CR 115E OF THESE MATERIALS (OR ANY PORTION OF THEM) WRHOUT STARE 'S. PRIOR MM. CONSENT IS STRICTLY PROHIBITED. CONSULTANTS AER ENGINEERS 11155 120TH AVE. N.E. SUITE 200 KIRKLAND. WA 98033 (425) 739 -6051 (425) 739 -7362 AER12311AOLCOH REV DATE HL PROJECT NO. 12197001 CONCEPT: EB - ROAST ISSUE DATE: 08/20/01 CHECKED: JOHN BEEBE DESIGNED: CHRIS RENSCH DRAWN: AMC SCALE: (DO NOT SCALE DRAWINGS) SHEET TITLE ABOVE CEILING PLUMBING PLAN P2 n nLlvnl aC L.A.nIIVn 7 KNIV LAr PER CODE 3'0 TYPE B — VENT THROUGH ROOF. DIELECTRIC UNION (TYP.) DIRT LEG C� O GAS WATER HEATER NTS WATERPROOF ROOF PENETRATION ROOF EXPANSION TANK AMTROL MODEL ST -5 -C (AS REQUIRED BY LOCAL CODE) COMBINATION TEMPERATURE & PRESSURE RELIEF VALVE. APPROVED GAS SHUT -OFF VALVE 3/4 ° REUEF DRAIN TO MOP SINK. STRAP TO WAIL STRUCTURE WITH 2 WIDE 16 GAUGE STEEL BANDS. DRAIN VALVE DRIP PAN WITH INDIRECT DRAIN TO MOP SINK BELOW SUPPORT PLATFORM BY OTHERS. 1" INDIRECT DRAIN TO MOP SINK MOP SINK FLOOR GAS PIPING. EXTEND ABOVE ROOF AS REQ'D. BY CODE. REFER TO PLANS FOR PIPE SIZE(S) & LOCATION(S). SEALANT DRAW BAND PREFABRICATED COVER ROOFING PATCH LAP UP OVER PIPE SEAL EDGE OF COVER W/ LAP EDGE SEALANT PROVIDE 12" MIN CLR BTWN PIPE PENENTRATION & OTHER PENETRATIONS, CURBS OR PARAPETS. PIPE / ROOF PENETRATION ® NTS FOUNDATION PLUMBING PLAN 120 V ELECTRICAL RECEPTACLE FOR ALARM LOW PSI ALARM ALARM SENSOR FLUSH VALVE 3/4 ° COPPER IN CRY WATER GALVANIZED PIPE CLAMP DO NOT CLAMP TIGHT 1/4 " x 1 -1/2" GALV LAG BOLT EXISTO ROOFING OVER ROOF DECK 2 "AM FILTER SYSTEM N.T.S. SUPPORT SPACING FOR PIPE SIZE: 3/4 ° : 6', 1 = 7' 1 -T/4 = 8 1- 1/2 =9' PLACE BASE SHEET OVER ROOFING GRAVEL OF ANY)_ SET BLOCKS FREE ON BASE SHTS. STACK BLOCKS & NAIL TOGETHER WHERE READ. TO ELEVATE PIPING. INSTALL GAS PIPE TO ALLOW FOR EXPANSION & CONTRACTION. PRIMER AND PAINT EXT. PIPE PER MALL SIDS. O PIPE SUPPORT 4x6 x 12" TREATED SUPPORT BLOCK W/ V -NOTCH 18" x 18" x 1/2 " THICK ROOF WALK MAT BASE SHEET O FLOOR SINK DETAIL N.T.S. FLOOR SINK SET FLUSH W/ TOP FIN. FUR. AULK JOINT THIN SET CERAMIC TILE, TYP. CONC. INFILL @ TRENCH FOR BELOW GRADE UTILITIES GRAVEL BACKFILL NO HUB CONNECTION 3" WASTE TO DRAIN it m U 0 INDIRECT BR�AINNUNE�� 4TCO FLOOR SINK (TYP) 2" 0/ ® WASTE VENT RISER DIAGRAM r2 -1/2" UT L - I /L VIII 2 -1/2" V PLUMBING GENERAL NOTES WASTE VENT DRAIN PLAN KEYED NOTES 0 1 2 3 4 ROOF UNE CEILING LINE - LINE OF FLOOR SLAB P.O.C. REFER PLAN ® NUMERICAL NOTES (BELOW) NOT LISTED ARE NOT USED. ® FOR FULL SCHEDULES & COMPLETE LISTING SEE SHTS SC1 THROUGH SC3. © PLUMBING CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK. ® COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER CONNECTION TO ALL PLUMBING EQUIPMENT. ® DIMENSIONS ARE TO FINISH FACE U.O.N. O F ALL INDIRECT DRAINUNES SHALL BE ROUTED WITHOUT DIPS OR SAGS TO TERMINATE WITH AN AIR GAP INTO AN APPROVED INDIRECT WASTE RECEPTOR. a 3/4 " PRESSURE RELIEF FROM WATER HEATER TO DRIP PAN. O 1' INDIRECT DRAIN FROM WATER HEATER DRIP PAN TO MOP SINK. ® 2 WASTE TO MOP SINK. O 2 INDIRECT DRAIN FROM COMPARTMENT SINK TO FLOOR SINK AS PERMITTED ® 1 -1/4 INDIRECT DRAIN FROM SANITIZER TO FUNNEL OVER FLOOR SINK AS PERMITTED. ® 5/8 ' I.D. F.P.T WELL PITCH FROM DRAIN ON ICE MACHINE TO INDIRECT DRAIN AT FLOOR SINK. O INSTALL MANUFACTURER'S SUPPLIED F.P.T. AND WELL-PITCH FROM ESPRESSO MACHINE DRAIN TRAY TO INDIRECT DRAIN AT FLOOR SINK. ® 1 INDIRECT DRAIN FROM DIPPER WELL TO FLOOR SINK. ® 1" INDIRECT INSULATED DRAINUNE FROM ICE BIN DROP TO FLOOR SINK. 10 3/4 " INDIRECT DRAIN FROM FISHER WATER STATION DRAIN BOARD TO FLOOR SINK. 11 3" WASTE FROM FLOOR SINK. 12 2" WASTE FROM SINK. 13 NOT USED. 14 NOT USED. 15 NOT USED. 16 FLOOR CLEAN OUT MATCH TO DRAIN LINE. 17 WALL CLEAN OUT MATCH TO DRAIN UNE. 18 TIE INTO BUILDING SANITARY WASTE. VERIFY EXACT LOCATION AND REQUIREMENTS ON SITE. 19 NOT USED. 20 3/4 " INDIRECT DRAINLINE FROM FISHER WATER STATION DRAIN BOARD TO UNDERCOUNTER 3 2 ABS REDUCED COUPLING. 2 DRANUNE FROM COUPLING TO WASIEUNE IN WALL BEHIND. 21 CONNECT TO EXISTING BUILDING WASTE. FIELD VERIFY EXACT LOCATION & INVERT ELEVATION. a yR °F K °wT� A UU r /CO P FRMIT� EN � R 8 12 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318 -1575 THESE PW1S ANTI SPECIFICATION, AS WIIL AS STARDOMS NAME AND LOG, TRADEMARKS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF STARDUCKS CORPORATION. ANY REPRODUCTION, MODIFICATION. ErtSCLOSURE AND /OR USE OF THESE MATERWS (OR AMY PORTION OF THEM) WHOM STARDUCK PRIOR MITTEN CONSENT IS STRICTLY PROMOTED. CONSULTANTS AEAI ENGINEERS 11155 IZRTH AVE. N.E. SUITE 200 (425) 739 -7362 KIRKLAND, WA 98033 AER123RADL.CCH REV DATE w LL W LL 0 I- U Z U m (- �0 V Lu (425) 739 -6051 CO CO o C' PROJECT NO. 12197001 CONCEPT: EB - ROAST ISSUE DATE: 08/20/01 CHECKED: JOHN BEEBE DESIGNED: CHRIS RENSCH DRAWN: AMC SCALE: (DO NOT SCALE DRAWINGS) SHEET TITLE FOUNDATION PLUMBING PLAN P3.0 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 Building Division 6300 Southcenter Blvd. Tukwila, WA 98188, Tel: 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 Awn: Joe Makelerny Requirements of a food service are detailed ip 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 CorporateCenter Suite 201 North Olmstead, OH 44070- Upon approval TENANT shall forward four (4p sets of black line (preferably) or blue line prints of thb - approved design bearing FACTORY MUTUAL'S approval stamp to LANDLORD'S Tenant Codrdinator 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.: FIRM CONTACT ADDRESS 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: 206/346-8500 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 must be completed by the LANDLORD'S approved roofing contractors: Cascade Roofing 6308 212th SW Lynnwood, WA 98036 Awn: Chris Smith, Tel: 20614640441 CONTACT INFORMATION TENANT EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 98624, Tel: 206/577 -0585 STRUCTURAL FLOOR ENGINEER Andersen Bjornstad Kane Jacobs • Inc. 800 Fifth Avenue Suite 3800 Seattle, WA 98104-3103 Tel: 206/340.2255 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 cf fire (5) days prior to starling 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 pe.il,tts. • Workers Compensation Certificate. • Insurance Certificate -'The Certificate of Insurance should be in the minimum amount of $2,000,000 in the aggregate, $1,000,000 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 byte 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 a reimbursement to the LANDLORD for materials issued to and/or for services performed directly for TENANTS 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 depositor any then remaining balance thereof (less a 15% administration fee) will be retumed to the DEPOSITOR, without interest, within thirty (30) days after the completion of TENANTS 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. FIRM TENANT'S ARCHITECT CONTACT ADDRESS T 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 materials (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 proceed. The installation of any materials 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) goveming 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 lease. All costs shall be at TENANTS expense. PROTECTION OF PROPERTY The CONTRACTOR shall be responsible for protecting the LANDLORD'S and any other party's property 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, Suturing or merchandising. All deliveries shall be made through the rear door of the premises either via the adjacent service corridor or truck 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 are 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 dear of all materials, equipment, debris and trash at all times. SECURITY & AFTER HOURS WORK The CONTRACTOR most receive 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 verify 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 performed in accordance with O.S.H.A. standards. The LANDLORD may, without any liability therefore, stop work that is in violation of O.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 FIRM TENANT'S ENGINEER CONTACT ADORES• 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 no comply. TEMPORARY POWER Temporary electric power will be made accessible for those Tenants where permanent power 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 and/or 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 will not be available for contractors use unless specifically authorized by the LANDLORD. The location fora temporary portable type toilet facility must 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 barricade drawings and details). Where a barricade has been erected by LANDLORD using pre-formed panels, the LANDLORD shall extend the barricade past the lease line to accommodate the storefront work. The barricade shall not be extended until storefront work actually begins, shall not unreasonably obstruct mall 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 removed 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 representative for public safety or general warning. BELOW GRADE CONSTRUCTION Prior to beginning 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 must be inspected by LANDLORD prior to backfilling. CONCRETE Concrete must be 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: 206/244-8607 INTERRUPTION OF UTILITIES The CONTRACTOR must receive the LANDLORD'S approval at least three (3) days prior to any modification to utility services that may temporarily interrupt such service to other tenants or the shopping center. NOISY CONSTRUCTION The LANDLORD has established working hours when the cniractor may perform "noisy" construction (i.e. saw citing, core drilling, "Hilt?' type fastener guns, etc_).;ontact the LANDLORD for restricted hours. LANDLORD reserves the sole right to request that CONTFACTOR reschedule any activities deemed disruptive taestricted hours. TRASH tEMOVAL & DUMPSTERS Trash RenDOal -M trash we be confined to the premises ad removed at the end of each day by the CONTRACOR Any trash found in the service corridors, adjacent tenet 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)) the LANDLORD. LANDLORCS dumpsters and /or compactors are not to be used ty CONTRACTOR. SPRINKLER DRAIN -DOWN The CONTFACTOR shall seek the LANDLORD'S prior approtal at least two (2) days in advance of needing to gran the shopping center sprinkler system. No shoppinccenter sprinkler system will be left drained ovenighL All systems vtll be charged and operational when the CONTRACTOR leaves for the night A$75 fee will be charged fore;ch time the LANDLORD'S sprinklersystem is drained orshut down to accommodate connection and testing requirements. - -- ROOF &BUILDING MODIFICATIONS The CONTRACTOR will not be allowed to penetrate the roof oradtte: or modify the LANDLORD'S sprinkler system, /oldies, tales, structure, equipment orfacfities without the LANDLORD'S express written consent and wig be doneoy the LANDLORD'S original contractor (or LANDLORD'S designee) at the CONTRACTOR'S expense. OPERATING WHILE REMODELING In addtion to any prior stated requirements, the following rules apply to doves remaining open during remodeling. PRECOISTRUCTION MEETING For stores retraining open during construction, The Store Manater must be present at the Preconstruction Meeting to dscuss plans for the remodel, time span of remodel arc related safety issues_ BARRICADE The CONTRACTOR will be required to schedule the construction n phases and provide a phasing barricade plan indicatitg where the barricade will be placed. SECURITY & AFTER HOURS WORK The CONTRACTOR must receive prior permission of the LANDLORD for work after normal wafting 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. SAFETY In addition to the O.S.HA safety 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 be required to erect a barricade per the above details. TENANT COORDINATOR Tel: 440/808- NAME The Richard E. Jacobs Group, Inc. 25425 Center Ridge Road Cleveland, OH 44145 -4122 Tel: 4401871 -4800 Fax: 440/808 -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. ,04,„ SOUTHCF . \TER ,rAYZGLAc (2c DRAWN B SEATTLE, WASHrNGTON TYPICAL TENANT GUIDELINES TTG -01 UNIT NUMBER NOVEMBER 1999 DRAWING NUMBER: DBA THIS SHEET MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, LOCAL AUTHORITIES HAVING JURISDICTION AND BIDDING CONTRACTORS III REVISIONS RATE, The Richard E. Jacobs Group SCALE REVISED BY: FILE NAME: JOB NUMBER: DATE: 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 must 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 TENANTS 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., - SEy 1 NpZ , tS DN ° NOTE: DRAWINGS WITH III IN THE LOWER RIGHT HAND CORNER ARE APPROVED BY LANDLORD LANDLORD'S approval of TENANT'S 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 TENANTS Drawings and the Lease, the applicable portion(s) of the Lease shall be determinative. LANDLORD'S approval of TENANTS 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 Building Division 6300 Southcenter Blvd. Tukwila, WA 98188, Tel: 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 Awn: Joe Makelerny Requirements of a food service are detailed ip 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 CorporateCenter Suite 201 North Olmstead, OH 44070- Upon approval TENANT shall forward four (4p sets of black line (preferably) or blue line prints of thb - approved design bearing FACTORY MUTUAL'S approval stamp to LANDLORD'S Tenant Codrdinator 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.: FIRM CONTACT ADDRESS 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: 206/346-8500 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 must be completed by the LANDLORD'S approved roofing contractors: Cascade Roofing 6308 212th SW Lynnwood, WA 98036 Awn: Chris Smith, Tel: 20614640441 CONTACT INFORMATION TENANT EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 98624, Tel: 206/577 -0585 STRUCTURAL FLOOR ENGINEER Andersen Bjornstad Kane Jacobs • Inc. 800 Fifth Avenue Suite 3800 Seattle, WA 98104-3103 Tel: 206/340.2255 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 cf fire (5) days prior to starling 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 pe.il,tts. • Workers Compensation Certificate. • Insurance Certificate -'The Certificate of Insurance should be in the minimum amount of $2,000,000 in the aggregate, $1,000,000 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 byte 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 a reimbursement to the LANDLORD for materials issued to and/or for services performed directly for TENANTS 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 depositor any then remaining balance thereof (less a 15% administration fee) will be retumed to the DEPOSITOR, without interest, within thirty (30) days after the completion of TENANTS 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. FIRM TENANT'S ARCHITECT CONTACT ADDRESS T 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 materials (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 proceed. The installation of any materials 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) goveming 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 lease. All costs shall be at TENANTS expense. PROTECTION OF PROPERTY The CONTRACTOR shall be responsible for protecting the LANDLORD'S and any other party's property 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, Suturing or merchandising. All deliveries shall be made through the rear door of the premises either via the adjacent service corridor or truck 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 are 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 dear of all materials, equipment, debris and trash at all times. SECURITY & AFTER HOURS WORK The CONTRACTOR most receive 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 verify 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 performed in accordance with O.S.H.A. standards. The LANDLORD may, without any liability therefore, stop work that is in violation of O.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 FIRM TENANT'S ENGINEER CONTACT ADORES• 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 no comply. TEMPORARY POWER Temporary electric power will be made accessible for those Tenants where permanent power 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 and/or 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 will not be available for contractors use unless specifically authorized by the LANDLORD. The location fora temporary portable type toilet facility must 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 barricade drawings and details). Where a barricade has been erected by LANDLORD using pre-formed panels, the LANDLORD shall extend the barricade past the lease line to accommodate the storefront work. The barricade shall not be extended until storefront work actually begins, shall not unreasonably obstruct mall 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 removed 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 representative for public safety or general warning. BELOW GRADE CONSTRUCTION Prior to beginning 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 must be inspected by LANDLORD prior to backfilling. CONCRETE Concrete must be 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: 206/244-8607 INTERRUPTION OF UTILITIES The CONTRACTOR must receive the LANDLORD'S approval at least three (3) days prior to any modification to utility services that may temporarily interrupt such service to other tenants or the shopping center. NOISY CONSTRUCTION The LANDLORD has established working hours when the cniractor may perform "noisy" construction (i.e. saw citing, core drilling, "Hilt?' type fastener guns, etc_).;ontact the LANDLORD for restricted hours. LANDLORD reserves the sole right to request that CONTFACTOR reschedule any activities deemed disruptive taestricted hours. TRASH tEMOVAL & DUMPSTERS Trash RenDOal -M trash we be confined to the premises ad removed at the end of each day by the CONTRACOR Any trash found in the service corridors, adjacent tenet 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)) the LANDLORD. LANDLORCS dumpsters and /or compactors are not to be used ty CONTRACTOR. SPRINKLER DRAIN -DOWN The CONTFACTOR shall seek the LANDLORD'S prior approtal at least two (2) days in advance of needing to gran the shopping center sprinkler system. No shoppinccenter sprinkler system will be left drained ovenighL All systems vtll be charged and operational when the CONTRACTOR leaves for the night A$75 fee will be charged fore;ch time the LANDLORD'S sprinklersystem is drained orshut down to accommodate connection and testing requirements. - -- ROOF &BUILDING MODIFICATIONS The CONTRACTOR will not be allowed to penetrate the roof oradtte: or modify the LANDLORD'S sprinkler system, /oldies, tales, structure, equipment orfacfities without the LANDLORD'S express written consent and wig be doneoy the LANDLORD'S original contractor (or LANDLORD'S designee) at the CONTRACTOR'S expense. OPERATING WHILE REMODELING In addtion to any prior stated requirements, the following rules apply to doves remaining open during remodeling. PRECOISTRUCTION MEETING For stores retraining open during construction, The Store Manater must be present at the Preconstruction Meeting to dscuss plans for the remodel, time span of remodel arc related safety issues_ BARRICADE The CONTRACTOR will be required to schedule the construction n phases and provide a phasing barricade plan indicatitg where the barricade will be placed. SECURITY & AFTER HOURS WORK The CONTRACTOR must receive prior permission of the LANDLORD for work after normal wafting 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. SAFETY In addition to the O.S.HA safety 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 be required to erect a barricade per the above details. TENANT COORDINATOR Tel: 440/808- NAME The Richard E. Jacobs Group, Inc. 25425 Center Ridge Road Cleveland, OH 44145 -4122 Tel: 4401871 -4800 Fax: 440/808 -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. ,04,„ SOUTHCF . \TER ,rAYZGLAc (2c DRAWN B SEATTLE, WASHrNGTON TYPICAL TENANT GUIDELINES TTG -01 UNIT NUMBER NOVEMBER 1999 DRAWING NUMBER: DBA THIS SHEET MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, LOCAL AUTHORITIES HAVING JURISDICTION AND BIDDING CONTRACTORS III REVISIONS RATE, The Richard E. Jacobs Group SCALE REVISED BY: FILE NAME: JOB NUMBER: DATE: 7SG -G 1. 2. 3. PHASE 1 NOTES. 4aC_ TENANT SHALL PROVIDE A SMOKE DETECTOR IN THERE URN -AIR DUCT THAT WILL SHUT DOWN THE HVAC UNfT UPON DETECTION OF SMOKE A TEST - MARY SWITCH & LIGHT SHALL BE INSTALLED IN THE STOCK AREA AS A PART OF THE SYSTEM. NOTES & LEGEND: ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3_ MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. PHASE I BY TENANT BY LANDLORD METER BY UTILITY AT TENANT'S EXPENSE. PARTIAL RISER DIAGRAM 277/480V 30 4W IN G- BUILDING ONLY. I20/208V 30 4W IN A B. C, D. E & F- BUILITINGS 4. ALL EQUIPMENT ADDITIONS TO THE METERING /SWITCHBOARD (SOCKET, METER, FUSIBLE SWITCH, CIRCUIT BREAKER, ETC.) SHALL BE COMPATIBLE AND COORDINATED WITH 711E SWITCHBOARD MANUFACTURERS REQUIREMENTS. 5. THE INTERRUPTING CAPACITY OF THE METERING SWITCHBMRO OVERCURRENT DEVICES SHALL BE A MINIMUM OF 35,000 R. AMPERES AT 480V AC. OR 65,000 R. AMPERES AT 240V AC. 6. TENANT TO PROVIDE A MAIN DISCONNECTING MEANS WITHIN TENANT'S UNIT. PHASE II NOTES; BUILDING 'D2' KEY PLAN NO SCALE ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL . MSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. 1. TENANT SHALL PROVIDE A SMOKE DETECTOR IN THE RETURN AIR DUCT THAT WILL SHUT DOWN THE HVAC UNIT UPON DETECTION OF SMOKE. A TEST -ALARM SWITCH & LIGHT SHALL BE INSTALLED IN THE STOCK AREA AS A PART OF THE SYSTEM. NOTES & LEGEND: 1. BY TENANT 2. BY LANDLORD 3. METER BY UTILITY AT TENANT'S EXPENSE. PARTIAL RISER DIAGRAM 120/2084 30 4W 4. ALL EQUIPMENT ADDITIONS TO THE METERING /SWITCHBOARD (SOCKET, METER. FUSIBLE SWITCH, CIRCUIT BREAK.. ETC.) SHALL BE COMPATIBLE AND COORDINATED WITH THE SWITCHBOARD MANUFACTURERS REQUIREMENTS_ 5. THE INTERRUPTING CAPACITY OF THE METERING SWITCHBOARD OVERCURRENT DEVICES SHALL BE A MINIMUM OF 65,000 RMS AMPERES AT 240V AC. 6. TENANT TO PRO UNVIDE IT. A MAIN DSCONNECTNG MEANS WITHIN TENAM' 4 Wile 9 1111P 1042 111 NOW LRS rml ....i METERING SWITCHBOARD NOTES & LEGEND: 1. BY TENANT 2. BY LANDLORD KEY PLAN NO SCALE r r t 1 X11 i I r n: rT r � n METER AND SOCKET _4 M i i i M i I I 1 1 I]I I OI I]! 1 r--- rt---r - ri i T[II iOi n j"1i L LII I I LII i al i L [ I I]I I r --- 1 H -r- - -H GRADE /FINISHED FLOOR I I I I I I I 1 I F 1 I i 1 t t ! I r L 1 JL t 1J- ; 3. METER BY UTLRY AT TENANT'S EXPENSE. 4. ALL EQUIPMENT ADDITIONS TO THE METERING /SWITCHBOARD (SOCKET, METER, FUSIBLE SWITCH, CIRCUIT BREAKER, ETC.) SHALL BE COMPATIBLE AND COORDINATED WTTH THE SWITCHBOARD MANUFACTURERS REQUIREMENTS. PHASE II CONDUIT AND WIRE 4 ALL INSTALLED EQIM. ACCESSORIES, AND PIPING SHALL BE MULLED PER CODE REQUIREMENTS MR SFSNIC AREA ZONE 3. MODFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. PARTIAL RISER DIAGRAM 120 /205V 30 4W TENANTS 5_ THE INTERRUPTING CAPACITY OF THE METERING SWITCHBOARD OVERCURRENT DEVICES SHALL BE A MINN OF 65,000 MIS AMPERES AT 240V AC. DUCT SMOKE DETECTOR SUPPLY MR DUCT FUSIBLE SVOTCH OR CIRCUIT BREAKER 6. TENANT TO PROVIDE A ANN DISCONNECTING MEANS WITHIN TENANTS UNIT. FIRE DETECTION & SMOKE CONTROL SYSTEM DIAGRAM 1. ALL WIRING 70 BE IN CONDUIT 2. ELECTRIC AND MECHANICAL CONTRACTOR TO COORDINATE INSTALLATION. 3. ONE (1) CEILING MOUNTED SMOKE DETECTOR LOCATED NEAR THE STOREFRONT IS REQUIRED PER 30' -0' OF STOREFRONT. SMOKE DETECTOR n TO BE PURCHASED FROM THE LANDLORD AND INSTALLED BY THE TENMR AND TIED INTO THE FIRE DETECTOR SYSTEM. JcPE►rEY LERVYNS PIM � ii 11111 n �oo �a SEARS ELECTRICAL NOTES: NOTES & LEGEND: TSG -E2 FOOD COURT KEY PLAN NO SCALE ALL INSTALLED EQUIPMENT. ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. 1. TENANT SHALL PROVIDE A SMOKE DETECTOR IN THE RETURN AIR DUCT THAT WILL SHUT DOWN THE HVAC UNIT UPON DETECTION OF SMOKE. A TEST -ALARM SWITCH & LIGHT SHALL BE INSTALLED fN THE STOCK AREA AS A PART OF THE SYSTEM. 2. UPON DETECTION OF FIRE. GAS AND ELECTRIC POWER IS TO BE AUTOMATICALLY SHUT OFF FOR COOKING EQUIPMENT UNDER THE HOOD. 3. THE LANDLORD HAS PROVIDED A 120 V CIRCUIT FOR THE TENANTS SIGN. CONNECTION `MLL BE MADE AT A JUNCTION BOX LOCATED BY THE LANDLORD WITHIN THE TENANT UNIT. COORDINATE CONNECTION WITH THE LANDLORD. 4. TIME SWITCH SHALL CONTROL MENUBOARD, UNDER COUNTER LIGHTING & SERVING AREA LIGHTING. USE PARAGON TYPE 70007 -0 OR EQUAL 24 HOUR 7 DAY TYPE 5. UNDERCOUNTER UGHTING SHALL BE 10 MIWMETER NEON LIGHTING (WHITE) WITH 60 MIWAMP TRANSFORMER. 6. THE FOOD COURT FLOOR IS A STRUCTURAL SLAB. TENANT MUST HAVE WRITTEN APPROVAL OF THE LANDLORD FOR ANY UNDER FLOOR CONSTRUCTION. BEFORE CONSTRUCTION BEGINS. PARTIAL RISER DIAGRAM 120/208V 30 4W 1. BY TENANT 2. BY LANDLORD 3. METER BY UT11RY AT TENANT'S EXPENSE. 4. ALL EQUIPMENT ADDITIONS TO THE METERING /SWITCHBOARD (SOCKET, METER, FUSIBLE SWITCH, CIRCUIT BREAKER, ETC.) SHALL BE COMPATIBLE AND COORDINATED WITH THE SWITCHBOARD MANUFACTURERS REQUIREMENTS. 5. THE INTERRUPTING CAPACITY OF THE METERING SWITCHBOARD OVERCURRENT. DEVICES SHALL BE A MINIMUM OF 65,000 RUC AMPERES AT 240V AC. 6. TENANT TO PROVIDE A MAIN DISCONNECTING MEANS WTMIN TENANTS UNIT. I• V7 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 EQUIPMENT AND METHODS TO 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 SERVICE; 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. TENANTS 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 RFCORn" 000:IIAFNTC nF THE INETE:I ETinN PPHYP Tn arrcPTenirc nc TUC a WO i so 1 4 VOA (TED CIry R OFTUKWf � A(,C 2 8 2001 Q2 REFUSED CHAMi 111, PLE NAME. SCNTTEI DRAMS NUIMINIA SOUTHCENTER STAG BULKS SEATTLE, WASHINGTON ELECTRICAL DESIGN CRITERIA, DETAILS AND RISER DIAGRAMS Sheet 1 of 2 UNIT NUMBER DBA THIS SHEET & 1 - 01 MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS The Richard E. Jacobs Group 11FV101011! OAT& JD4 MAIM TTC_It DAT4 1 -31 -00 1/15/96 7/10/S5 PANEL B VOLTAGE 206 VH2OV, 3PH, 4W MAIN BREAKER: M.LO. FED FROM: METER CENTER NC RATING: BUS: 150 AMP LOCATION: WORKROOM SERVES TYPE L.A. WI MINX A/6 PIXE dR EAT M0. LOAD PRAMUAL A S 6 E EKT LOAD ENT ENT ARM N0. AMP PoLE TYPE LOAD SERVES PREP AREA/ BACK BAR LENDS SEATING ARENFRONT DISPLAY L L 20 /1 20 /I 't 900 3 DM 1,750 936 350 736 2 30 IT 4 20 /1 L L PREP AREAAUACK BAR LOTS WORK REV MENU TRACK LOTS GRINDER COFFEE WARMER E629J008 R CL. 20. H 20 H 5 1,203 7 1,920 2,610 2,403 1,200 720 6 20 /1 8. 20 /1 L K SKIN LOTS' UNDERCOUNTER REF 12301 UNDERCOUNT. REF 12336 BAR GRINDER 15004 CL. R 20 H 20 H 9 600 ' 11 1,203 .1,200 1,743 800 640 10 20 /1 12 20 n R R STORAGE CAB GEN. RECEPTACLES tTTV KEYFAD POWER �"• MACHINE E31 CL K 20 H 20 12 13 16 2,423 1,000 4.343 1,000 1,920 14 20 n 16 20 n NC NC MUSIC SYSTEM A009 WORKSTATION A004 ICE MACHINE E314 DISHWASHER 12451 K K 20 2 50 2 17 2423 19 5,200 6,400 3,623 1,200 1,200 18 20 11 20 20 H CL CL SECURITY(DEDICATED) ABA SECURRY(DEDICATED) A014 DISHWASHER 12451 REACH4N REF 12310 K K W 2 20 H 21 5,200 23 1,320 6,510 2,630 1,510 1,310 22 20 2 24 20 2 K FOOD CASE 12339 POS LAN 20 H 20 H 25 1,200 27 000 1,490 1,200 290 600 26 20 /1 28 20 /1 K K FOOD CASE LIGHT WATER FILTER 12201 POS 20 H 20 H 29 1,200 31 0 0 2,400 1,200 0 30 20 /1 32 20 /1 CL�L�fY 20 11 20 H 33 35 0 0 34 20 /1 36 20 /1 20 H 20 H 37 39 0 0 38 20 /1 40 20 n PHASE 20 H CONNECTED 41 LOAD= 13.80 tB9 6 12,799 42 20 /1 PHASE CONNECTED AMPS= CONN. DEMAND KVA FACTOR TOTAL KITCHEN LOAD = 1949 X 0.65 TOTAL LIGHTING LOAD = 3.89 X 1.25 TOTAL NONCOM. LOAD = 292 X 1.0 TOTAL RECEPTACLE LOAD = 3.65 X 1.0 LARGEST MOTOR LOAD - 0.00 X 1.25 TOTAL CONT. L XI.. N 6.12. X 135 TOTAL KVA = ® CONN. TOTAL AMPS = 100 DEMAND KVA 1267 426 2.92 3.55 0.00 MS I 32 DEMAND r,@208VH2UV UNDER 1 10KW 3PH, `VIA TIME CLOCK LOAD TYPE KEY: NC • DESIGNATES NON-CONTINUOUS LOAD CL - DESIGNATES CONTINUOUS LOAD LM - DESIGNATES LARGEST MOTOR LOAD R - DESIGNATES GENERAL RECEPTACLE LOAD L - DESIGNATES LIGHTING LOAD K - DESIGNATES KITCHEN LOA] 4W GENERAL NOTES SEE NOTE # STAINLESS STEEL CLAMPING RING SOLDER JOINT _1 ■t 4 LB. VIRGIN LEAD ROOFING MEMBRANE INSULATION NOTES: 1. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK IS COMPLETED. 2. 4 LB. LEAD FLASHING SHALL BE 1/4" MAX. DIAMETER LARGER THAN PIPE ALL JOINTS TO BE SOLDERED. 3. FLANGE SHALL BE SET BY ROOFER. CONTACT LL FOR LIST OF APPROVED ROOFING CONTRACTORS 4. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED RC-OFING CONTRACTOR TYPICAL DETAIL - LEAD - BUR N.T.S. GENERAL NOTES 8" MIN. SQ. LEA VENT PIPE GENERAL CONDITIONS AND SPECIAL CONDITIONS OF ALA 201 AND TENANT'S GENERAL CONDITIONS REQUIREMENTS SHALL APPLY UNLESS OTHERWISE NOTED. 2. ACTUAL LOCATION AND EXTENT OF LANDLORD'S SERVICES MUST BE FIELD VERIFIED. CHANGES TO CONFORM TO LANDLORD SERVICE LOCATIONS AND INSTALLATION REQUIREMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE TENANT AND /OR LANDLORD. 3. FURNISH ALL LABOR. MATERIALS. EQUIPMENT AND TOOLS TO PERFORM ELECTRICAL WORK SHOWN, NOTED, SCHEDULED AND /OR AS REQUIRED FOR A COMPLETE FINISHED INSTALLATION. A. ALL MATERIALS AND EQUIPMENT SHALL BE COMMERCIAL GRADE AND SHALL BEAR A U.L. LABEL ALL MATERIALS AND EQUIPMENT SHALL BE NEW. REUSE OF EXISTING SHALL BE PROHIBITED UNLESS SPECIFICALLY APPROVED BY LANDLORD AND ALL CODES. B. MATERIALS, PRODUCTS AND EQUIPMENT INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND AS SUCH APPEAR ON THE UNDERWRII EHS LABORATORIES LIST OF APPROVED ITEMS AND SHALL MEET REQUIREMENTS OF ASTM, IEEE. IPCEA, NEC, NEMA, RLM, CEM AND OTHER RECOGNIZED STANDARDS AND SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND OTHER APPLICABLE CODES, WHICHEVER ARE MORE STRINGENT. 4. THE WORD "PROVIDE" AS USED HERON MEANS TO FURNISH AND INSTALL A COMPLETE WORKING SYSTEM. 5. ALL WORK TO BE IN ACCORDANCE WITH NEC AND ALL APPLICABLE FEDERAL STATE AND LOCAL CODES, WHEREVER THERE IS A CONFUCT, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 6. TENANT'S CONTRACTOR SHALL PAY FOR ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE SPACE INCLUDING BUT NOT UNITED T0: UTILITY COMPANY CONNECTIONS, SERVICE AND /OR TAPPING FEES: LOCAL COUNTY OR STATE SERVICE CHARGES, INSPECTION CHARGES. AND PERMIT FEES: LANDLORD'S CONNECTION FEES, LANDLORD'S UTILITY CHARGES. LANDLORD'S METERING CHARGES. AND /OR LANDLORD'S EQUIPMENT CHARGES. 7. SUBMIT MATERIALS AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE TENANT'S ARCHITECT FOR APPROVAL. SUBMITTALS SHALL BEAR THE STAMP OF THE ELECTRICAL CONTRACTOR SHOWING THAT HE HAS REVIEWED AND APPROVED THEM. 8. DEFICIENCIES AND NON- CONFORMING ITEMS - IF, AT ANY TIME DURING THE TERM OF THE LEASE, LANDLORD DETERMINES THAT TENANT'S EQUIPMENT OR SYSTEM HAS NOT BEEN INSTALLED OR IS NOT OPERATING IN ACCORDANCE MTH MANUFACTURER'S RECOMMENDATIONS OR LANDLORD'S REQUIREMENTS, LANDLORD MAY, IN ADDITION TO ANY OTHER RIGHTS AND REMEDIES IT MAY HAVE, AFTER GIVING FIVE (5) DAYS WRITTEN NOTICE TO TENANT OF IT'S INTENTION TO DO SO, CORRECT SUCH DEFICIENCIES AS LANDLORD MAY ELECT TO PERFORM FOR AND ON TENANT'S BEHALF. TENANT SHALL REIMBURSE LANDLORD FOR ALL COSTS INCURRED BY LANDLORD FOR THE CORRECTION OF THE DEFICIENCIES PLUS A FIFTEEN PERCENT (155) ADMINISTRATIVE CHARGE. THE TOTAL AMOUNT SHALL BE DUE AND PAYABLE TO LANDLORD UPON DEMAND. 9. THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING OR CHANNEUNG AND PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. ANY CUTTING SHALL HAVE PRIOR APPROVAL OF LANDLORD. SLEEVES SHALL EXTEND AT LEAST 2' ABOVE FINISHED FLOOR AND ALL SLEEVES, OPENINGS, ETC., THROUGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED AFTER CONDUIT INSTALLATION TO RETAIN THEIR FIRE RATINGS. CHANNELING OF FLOORS IS EXPRESSLY FORBIDDEN. CONTRACTORS WILL BE HELD LIABLE. Q2 10. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FROM LANDLORD'S DESIGNATED LOCATION FOR ALL TEMPORARY POWER AND UGHTNG 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 BY N.E.C. AND LOCAL CODES. 11. 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 INSTALLATION WITH LANDLORD AS REQUIRED. FOR PLUMBING VENTS TURN LEAD FLASHING DOWN INTO VENT PIPE A MIN. OF r BELOW TOP OF PIPE SEE NOTE # GENERAL NOTES (CONT'D) 14. PAINTING OF ELECTRICAL CONDUITS, ETC.. IF REQUIRED, WILL BE BY THE TENANT'S GENERAL CONTRACTOR. UNLESS OTHERWISE NOTED. STAINLESS STEEL \ RATER CUT -OFF MASTIC CLAMPING RING PRE - MOLDED \, PIPE SEAL RUBBER LAP SEALANT ROOFING MEMBRANE SPUCING CEMENT INSULATION ■■ NOTE: DO NOT TRIM DECK FLANGE NOTES: 1. 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 SHALL BE SET BY ROOFER_ CONTACT L.L. FOR UST OF APPROVED ROOFING CONTRACTORS 6. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR TYPICAL DETAIL - PREMOLDED - RUBBER ROOF N.T.S. PIPE /CONDUIT OR VENT THROUGH ROOF FLASHING DETAILS 0 N.T.S. TT -9 TO 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 UTILITY COMPANY WIRES. OUTLET BOXES SHALL BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE WITH CONDUIT DROP AND PULL WIRE TO ABOVE CERJNG. 15. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK AS THE JOB PROGRESSES, AND UPON COMPLETION SHALL TURN OVER TO THE TENANT AND LANDLORD A - RECORD' SET OF PRINTS SHOWING THESE CHANGES, INCLUDING BUT NOT UNITED TO ACTUAL MANUFACTURER(S) OF EQUIPMENT INSTALLED, EXACT LOCATIONS OF ALL CONDOR 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, UGHTING PANELS, MOTOR STARTERS, PUSH BUTTON STATIONS, SWITCHES AND CONTROL DEVICES, DISCONNECT SWITCHES, METER SOCKETS, ETC. 17. ALL ELECTRIC WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING. SERVICING. MAINTAINING AND REPAIRING. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL. SUCH AS CHANNELS, RODS. ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE FASTENED TO STEEL CONCRETE OR MASONRY, BUT NOT TO PIPING OR OTHER NONSTRUCTURAL ITEMS. INCLUDING JOIST BRIDGING, METAL DECK AND CEILING SUSPENSION SYSTEMS. ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. EXPOSED CONDUIT SHALL BE IN STRAIGHT ONES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN UNES OR BEAMS AND SEPARATED AT LEAST 3 INCHES FROM WATER LINES WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH ONES. CONDUCTORS SHALL BE IN CONDUIT, DUCTS OR APPROVED RACEWAYS. 18. 'LOCK ON' DEVICES SHALL BE PROVIDED ON NIGHT LIGHT CIRCUITS. TIME CLOCK CONTROLLED CIRCUITS. ALL UFE SAFETY CIRCUITS AND OTHERS AS MAY BE REQUIRED BY THE LANDLORD AND AUTHORITY HAVING JURISDICTION. 19. GROUND ALL CONDUITS. CABINETS, PANELS, AND OTHER EXPOSED NON - CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT IN ACCORDANCE WUTH ALL PROVISIONS OF THE NEC AND ALL APPLICABLE FEDERAL. STATE AND LOCAL CODES. 20. TEST FOR GROUNDS, SHORT CIRCUITS AND PROPER FUNCTION OF ALL EQUIPMENT AFTER INSTALLATION IS COMPLETE. FAULTS IN THE INSTALLATION SHALL BE CORRECTED. 21. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS IS APPROXIMATE AND THE TENANT OR LANDLORD SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR FIXTURES WITHOUT ADDITIONAL COST TO THE TENANT OR LANDLORD. 22. PROVIDE ANY AND ALL SHIELDING OF ELECTRICAL EQUIPMENT OR DEVICES AS REQUIRED BY N.E.C. OR OTHER STATE AND LOCAL CODES DUE TO WATER CARRYING EQUIPMENT, PIPING OR DEVICES OR DUE TO ANY OTHER CONDITION REQUIRING SAME. 23. ROUTE ELECTRIC POWER AND CONTROL FOR THE ROOF MOUNTED HVAC EQUIPMENT THROUGH A SEPARATE ROOF PENETRATION FOR THE ELECTRIC POWER AND CONTROL CONDUITS. FLASH PENETRATION PER LANDLORD DETAILS. DO NOT ROUTE CONDUIT THROUGH ROOF CURB. DO NOT DRILL HOLES IN CONDENSATE PAN OR COMPRESSOR /CONDENSER SECTION FLOOR. 24. IT IS THE INTENT THAT THE ENTIRE SCOPE OF WORK SHALL BE COMPLETE IN EVERY ASPECT AND THAT ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS. BUT NECESSARY TO FULLY COMPLETE THE WORK, SHALL BE FURNISHED. 25. GUARANTEE: A. MATERIALS. EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE BY TENANT AND LANDLORD. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. B. FOR THE SAME PERIOD, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE '=OR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND /OR INSTALLED BY CONTRACTOR. GENERAL NOTES ( CONT'D) MATERIAL SPECS CONDUIT SHALL BE STANDARD STEEL RIGID, AMC OR EMT (THIN WALL) ACCORDING TO CODE REQUIREMENTS. CONDUIT SHALL BE CONCEALED IN FINISHED AREAS. A MINIMUM SIZES OF CONDUITS SHALL BE 3/4 FOR EMBEDMENT IN CONCRETE AND 1/2 FOR ALL OTHER APPLICATIONS. ELECTRIC METALLIC TUBING (EMT) SHALL BE GALVANIZED OR ELECTRO- GALVANIZED. FITTINGS SHALL BE OF THE COMPRESSION TYPE. EMT, AMC OR HEAVY WALL CONDUIT SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE SUSPENDED COUNGS OR CONCEALED IN INTERIOR PARTITIONS. EMT SHALL NOT BE CONCEALED IN POURED CONCRETE SLABS OR WALLS. B. FLEXIBLE METAL CONDUIT MAY BE USED ONLY FOR SHORT FINAL CONNECTIONS FROM J -BOX TO FIXTURES AND EQUIPMENT AS PERMUTED BY CODE AND AS DESCRIBED ABOVE. MAXIMUM LENGTH OF. ANY FLEXIBLE CONDUIT SHALL BE 6' -0 ". L3 C. CONDUIT SHALL NOT BE INSTALLED IN OR THROUGH DUCT WORK: D. CONDUIT IN THE CONCRETE SLAB OR UNDERGROUND SHALL BE RIGID GALVANIZED CONDUIT OR SCHEDULE 40 PVC RIGID CONDUIT. STUB -UPS, ABOVE THE FINISHED FLOOR, TO PANELS AND BOXES SHALL BE RIGID STEEL CONDUIT. E PVC CONDUIT IS NOT ALLOWED UNDER ANY CIRCUMSTANCE IN CEILING OR WALL CAVITIES 2. WARE SHALL BE SINGLE CONDUCTOR COPPER WITH 600 VOLT INSULATION. #10 AND SMALLER SHALL BE SOLID. #8 AND LARGER SHALL BE STRANDED. MINIMUM WIRE SIZE SHALL BE #12 HOWEVER ITS MAY BE USED FOR CONTROL WIRING. ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN UNBROKEN PACKAGES. ALL WIRING OF ANY TYPE MUST BE IN CONDUIT. A. GENERAL WIRING SHALL BE THW. (ALUMINUM CONDUCTORS ARE NOT PERMITTED.) B. HVAC CONTROL WIRING SHALL BE 8 - #16 AWG MULTI- COLORED CABLE WITH 600 V INSULATION. C. ROMEX AND BX CABLE ARE NOT PERMITTED. (SEE FLEXIBLE METAL CONDUIT) D. MC CABLE MAY BE USED (25' -0' MAXIMUM). WHEN USED FOR SHORT FINAL CONNECTIONS FRO,. J-BOX TO LIGHTING FIXTURE 6' -O' IS THE MAXIMUM ALLOWABLE. (WHERE LOCAL CODE PERMITS) 3. WIRE CONNECTORS SHAD_ BE EQUAL BY SCOTCHLOCK FOR #8 AND SMALLER AND T & B "LOCK -TITE" FOR #6 AND LARGER. 4. LIGHTING FIXTURES, INCLUDING LAMPS, SHALL BE FURNISHED AS INDICATED ON ELECTRICAL PLAN. ELECTRICAL CONTRACTOR SHALL INSTALL ALL FIXTURES AND LAMPS. IN SALES AREAS. FLUORESCENT FIXTURES SHALL HAVE HPF BALLASTS, AND DEEP CELL PARABOLIC LOUVERS. ALL FIRE RATING ENCLOSURES FOR ELECTRICAL LIGHTING FIXTURES AND EQUIPMENT SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 5. ALL LINE AND LOW VOLTAGE POWER AND CONTROL WIRING INCLUDING TEMPERATURE CONTROL, CONNECTIONS TO MOTORS, DAMPERS, INSTALLATION OF THERMOSTATS. INTERLOCKING, ETC., EXCEPT THAT WHICH IS SPECIFICALLY NOTED AS BEING BY MECHANICAL CONTRACTOR, SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED POWER AND CONTROL INTERLOCK FOR ALL HOOD FIRE SUPPRESSION SYSTEMS. 6. COLOR OF WIRING DEVICES SHALL BE AS SELECTED BY THE ARCHITECT. COVER PLATE SHALL BE STAINLESS STEEL OR SMOOTH THERMOSPLATIC TO MATCH DEVICE COLOR. WIRING DEVICES SHALL BE EQUAL TO "SPECIFICATION. GRADES" AS FOLLOWS: A. DUPLEX RECEPTACLES - HUBBELL #5362 A GF5362 B. UGHTING SWITCHES - HUBBELL #1221 SERIES, 3 -WAY AND 4 -WAY SIMILAR 11223. AND #1224 RESPECTIVELY. C. INCANDESCENT DIMMERS - LUTRON D. MANUAL MOTOR STARTERS - SQUARE D TYPE. E. .EXHAUST FAN TIMERS MARK TIME AT CLOCK RECEPTACLE - HUBBELL CAT. 7707 -SS G. SHUNT TRIP - SQUARE D TYPE. 7. 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 WITHIN 10%. 8. SAFETY AND DISCONNECT SWITCHES SHALL BE FUSED OR NON - FUSED AS CALLED FOR ON DRAWINGS AND AS REQUIRED BY (;ODE. SWITCHES SUM RF WAVY nI TTY. LOAD AND WP POW ER DISCONNECT -- SWITCH (F UQUIDTIGHT FLEXIBLE CONDUIT (1' -0" MAX. LG.) ROOFTOP ONE FULL PERIM ROOFTOP EQUIPMENT CURB OR CONDENSING UNIT RAIL RIGID CONDUIT-SIZE AS REQUIRED WP RECEPTACLE POWER & CONTROL CONDUIT ROOF PENETRATIONS. FOR CONTINUATION. 5FF DETAIL O 1. LOCATE SO 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 NTS EXISTING JOIST TT -37 GENERAL NOTES (CONT'D) 9. OUTLET BOXES AND COVERS SHALL BE GALVANIZED. ONE - PIECE, PRESSED STEEL KNOCKOUT TYPE. 10. JUNCTION BOXES, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL CODE GAUGE SIZE. CONTRACTOR TO PROVIDE CEILING ACCESS DOORS FOR CONCEALED JUNCTION OR PULL BOXES- 11. A. FOR NON FOOD COURT TENANTS. TIME SWITCHES SHALL CONTROL SIGN, ENTRANCE LIGHTING, AND SHOW WINDOW LIGHTING. USE PARAGON TYPE 7007-0 OR EQUAL, 24 HOUR, 7 -DAY TYPE B. FOR FOOD COURT TENANTS, THE LANDLORD HAS PROVIDED A JUNCTION BOX ABOVE THE CEIIJIG FOR CONTROL OF THE TENANT'S SIGN (120 VOLTS). THE LANDLORD WILL PROVIDE A 1/2' CONDUIT FROM THE JUNCTION BOX TO THE SIGN_ WRONG FROM THE JUNCTION BOX TO THE SIGN IS THE TENANT'S RESPONSIBILITY- SEE LANDLORD'S DRAWINGS FOR LOCATION. 12. MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY BE USED FOR FRACTIONAL HORSEPOWER MOTORS WHERE AUTOMATIC OPERATION IS NOT REQUIRED. SINGLE PHASE STARTERS SHALL BE SQUARE D OR EQUAL THREE PHASE STARTER SHALL BE PROVIDED WITH OVERLOAD DEVICE IN EACH PHASE. LOW VOLTAGE MAGNETIC MOTOR STARTERS SHALL BE USED FOR AUTOMATIC FAN OPERATIONL COMM./ION STARTERS, WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES_ ELECTRICAL DATA FORMS TO BE COMPLETED BY TENANT PANEL A (EXISTING) VOLTAGE: FED FROM: BUS: SERVES RTU4 RTU4 RTU4 SPARE ICE MACHINE GOND ICE MACHINE GOND SMOKE DETECTOR IN HVAC SPARE LNSTA310T__B SPARE SPARE SPARE SPAS.°. SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE CONK. KVA TOTAL KITCHEN LOAD = 20.67 TOTAL LIGHTING LOAD = 040 TOTAL NONCONT. LOAD = 23.91 TOTAL RECEPTACLE LOAD = 0.00 LARGEST MOTOR LOAD - 0.00 TOTAL CONT. LOAD X 125.= 026 TOTAL KVA = CONN. TOTAL AMPS 208 V /120V 3PH, 4W METER CENTER 226 AMP TYPE ENT IRNR CKT LOAD AMP POLE xD. NC 80 /3 NC 60 /3 NC BO /3 NC 30 12 20 20 /1 20 !1 17 20 /1 19 11 15 M /1 23 20 H 21 20 /1 25 20 n 27 20 11 29 20 /1 20 /1 20 /1 20 H 20 /1 20 H 31 33 35 37 3a 41 DEMAND FACTOR X 0.86 X 1.25 X1.0 X 1.0 X1.25 X 1.25 ENT LOAD A RASE LOADS 1,200 8A80 10.221 6480 10,224 6A80 1,435 2,536 1436 100 4,220 4,160 1,200 0 DEMAND KVA 13.37 I 37 I DEMAND 1E12311 , 7,680 2,835 20 n 20 !i 2,200 260 PHASE CONNECTED LOAD= 15,644 17,019 12,765 PHASE CONNECTED AMPS =( 130 j '142 1 06 ENT LOAD 3,744 3,744 1.200 1.200 1,200 1,200 4,120 4,160 1,000 250 MAW BREAKER M.LO. NC RATING: LOCATION: WORKROOM CKT NO. 10 12 14 16 22 24 26 28 30 32 34 38 38 42 GKTBRKR aLV POLE 80 2 50 2 20 /1 20 /1 20 /1 20 /1 60 2 50 2 20 /1 20 !1 20 /1 20 /1 20 /1 20 n 20 n 20 !1 20 n 20 n 2G n TYPE LOAD NC CL 1• NOTES: 1. PROVIDE 4TH CONCUCTOR FOR RTU -1 2. PROVIDE THIRD CONDUCTOR FOR 12532 3. PROVIDE POWER FOR BAR GRINDER SERVES TWIN BREWER 12152 TWIN BREWER 12152 BLENDER 12632 BLENDER 12632 BLENDER 12632 BLENDER 12532 ESPRESSO 12182 ESPRESSO EIS. ROOF OUTLET SPARE SPARE SPARE SPARE SPARE SECURfTY SPARE SPARE SPARE SPARE SPARE 0.00 LO 23.31 NC - DESIGNATES NON.CONTIN000S LOAD 0.00 UNDER IOKW CL. DESIGNATES CONTINUOUS LOAD 0.00 LM - DESIGNATES LARGEST MOTOR LOAD 0.31 R - DESIGNATES GENERAL RECEPTACLE LOAD L • DESIGNATES LIGHTING LOAD K • DESIGNATES KITCHEN LOAD 9V /120V 3PH, - 4W AMPS GT1 11PQMIA D SEP 14 20$1 AS WED D 1g1� DiVTaIUr Gross Leasable Area = 7 s Watts /Sq.Ft. _ NOTE: THE COOLING AND HEATING LOADS SHALL BE INTERLOCKED SO AS NOT TO OCCURE 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.VAC. CALCULATION FORM. SOUTHCENTER SYSTEM DESCRIPTION 1. If any part of the tenant's electrical service /L nstal tats on Is not ex ISting, tenant shall Instntl and /or furnish alt equipment, conduit, wiring, etc. from landlord's service (wIreway, switchboard, bus duct, etc.) to the tenant's premises and shall be subject to landlord's prior approval. Tenant to verify on landlord dwgs. and with Landlord representative the extent of ex ISt Ing portions of system, system voltage and sizes. Tenant shall Indicate on tenant's plans all design information requ Ired for the complete electr ICaI system to be installed. See 'Service Installation Note' on drawing TTE -I for landlord requirements. 2. The tenant shall furnish and Install at( conduit, cable, equipment, lighting fixtures, panels, transformers, etc. as required for a compt�terp I nstal late on per the Nat IOnal Electrical Code, landlord requirements annid.'" the local authority having Juri sdl ct ion. A(ir. EO so UTHCENTER STg WATTLE. WAeIINTON ELECTRICAL DESIGN CRITERIA, DETAILS AND SPECIFICATIONS Sheet 2 of 2 UNIT NUMBER DBA THIS SHEET & TTG -01 MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS The Richard E. Jacobs Group REYIMON6 L REVISED 7/15/98 Q2 REVISED 1/15/96 3. The tenant shall furnish and install a smoke control system UIth In the ZOO premises as noted on TTE and /or TTH drawings, /T OF,y R 4. if not Installed by the landlord, the tenant shall Install conduit to obtain telephone service from the local uti llty company. All wiring and instal lat i an Is by the tenant and at the tenant' s expense. 5. No panel or flexible conduit shall be located In the demising wail. 6. All electrical U. telephone equipment shaft be located on 1 -3/4' plywood panel which shall be mounted to a masonry wall using minimum I - 5/8' unIStrut. Unistrut is not necessary for mounting plywood to stud walls. A11 rcrc= =ed linhtlnn. fixture= =11411 he in=tnilcd wi +h cnrthni,nlro rlinc. A REVISED 6 /13 /9 5' H,V,A,C, SCHEDULES SPLIT SYSTEM SPECIFICATIONS MANUFA' RER TR/iA) SATURATED SUCTION TEMP F REFRIGERANT_ E.E.R. RA G SATURATED COND. TEMP F AIR ENTERING CONE/ SER Fdb CONDENSING ' IT AIR HANDLING UNIT EVAPORATOR C MODEL NO. MODEL NO. MODEL NO. WEIGHT WEIGHT AIR ENT. C Fdb Fwb VOLTS /PHASE /HZ VOLTS /PHASE /HZ AIR LVG. BOLL Fdb Fwb COMP PWR INPUT KW CFM ROWS CIRC FINS/" TOTAL COOLING : H TOTAL S.P. WC TOT COOLING BTUH FAN RPM HP BHP S SIBLE COOLING BTUH ACCESSORIES: `RESSURE DROP "WC LOW LEAKAGE SEALS ON O.A. ) MPERS COIL FACE AREA SQFT. LOW VELOCITY FILTERS FACE VELOCITY FPM f REMARKS: GLA SOFT. SQF� SEPARATE ELEt 'IC DU HEATER SPECIFICATION MANUFACTURER KW STE'• VOLTS /PHASE /HZ MODEL NO. ACCESSORIES FUSED DISCONNECT SWITCH LIP -IN MAGNETI ONTACTORS OTHERS 24V TRANSFORMER ZERO CLEARANCE THERMOSTA TOILET EXHAUST FAN SPECIFICATION MANUFACTURER CFM WATTS /HP V /PH MODEL STATIC PRESS. "WC RPM 5. PEOPLE H,V,A,C. CALCULATI ❑N FORM BUILDING 'G2' SUMMER S E 76 °F @ 505 R.H. OUTSIDE 84 ° F db/ 68°F wb HEATING SPACE 72 °F OUTSIDE 21 °F ROOF 'U" = 0.r' CUD = 68 HEAT LOSS SENSIBLE LATENT HEAT GAIN HEAT GAIN SENSIBLE LATENT HEAT GAIN HEAT GAIN ITEM '. ANTITY FACTOR BTUH BTUH FACTOR BTUH FACTOR BTUH FACTOR BTUH - - 1. ROOF AREA 2. CURRIDDR WALL a OUTSIDE WALL GLA SOFT. SQF� 4.59 12 SIFT. SOFT. 5.33 TIE 2.52 NE 4. LIGHTING NE 1K CONNECTION K.W. CONNECTION 3 r $9 K.V. 3413 3413 5. PEOPLE 5. PEOPLE GLA/100 = PEOPLE - 6. APPLIANCES 315 325 6. APPLIANCES SEE APPLIANCE CALC FORM GLA x .2 CFM /SQFT = 55.013 LI 9.64 ) 7 6.80 jt73 8. FAN MOTORS 7. OUTSIDE AIR GLA x .2 CFM/SOFT= CFM SSAB eJ11 gg�� - ' -t 44) : •4 6.00 CFM: SENSIBLE BTUH = CFM 8. FAN MOTORS HP. `,*'WALL FACTOR OUTSIDE WALLS NORTH= 3.40 EAST =10.88 SOUTH= 5.44 WEST = 3.74 REMARKS. TOTALS = (SENSIBLE + LATENT) CODLING BTUH )TGIF LIGHTING KV ENTRY SHALL MATCH FROM THE ELECTRIC LOAD SUMMARY ON 'ELECTRICAL DATA FORMS' ,*'WALL FACTOR GU DE WALLS NOR = 4.00 EAST = 84 SOUTH= 6.46, WEST = 6.46 ''. REMARKS: H,V,A,C, CALCULATI ❑N FORM PHASE I SUMMER SPACE 76 F @ 50% R.H. OUTSIDE 84 Fdb/ 68 F wb HEATING SPACE 72 F OUTSIDE 21 F ROOF 'U = 0.08 CLTD = 68 HEAT LOSS SENSIBLE LATENT HEAT GAIN HEAT GAIN ITEM QUANTITY FACTOR BTUH FACTOR BTUH FACTOR BTUH L ROOF AREA G.L.A. 58 SOFT. 428 32q%1 5.71 1 1326 2. CORRIDOR WALL 3. OUTSIDE WALL 12 SIFT. SOFT. 4.76 17.34 2.52 NE 6 AJ/, 4. LIGHTING I II; )f( CONNECTION 3 r $9 K.V. 3413 I 3 P 7 5. PEOPLE GLA /100 = 8 PEOPLE - - 251 3.000 200 f(atne 6. APPLIANCES SEE APPLIANCE CALC FORM - iJr 3i, 1 7q N �. ?I r t . - 7. OUTSIDE AIR GLA x .2 CFM /SQFT = 55.013 LI 9.64 ) 7 6.80 jt73 8. FAN MOTORS _ 2545 /A TOTALS eJ11 gg�� - ' -t 44) .li V(.. (Z(1J"f1- Si, TOTAL = (SENSIBLE + LATENT)= BTUH COOLING CFM: SENSIBLE BTUH = CFM 1.08x20' AT? )0IE LIGHTING KW ENTRY SHALL MATCH FROM THE ELECTRIC LOAD SUMMARY ON 'ELECTRICAL DATA FORMS' `,*'WALL FACTOR OUTSIDE WALLS NORTH= 3.40 EAST =10.88 SOUTH= 5.44 WEST = 3.74 REMARKS. CENTERLINE 0 JOIST OWBLE NUT WRH W O.D. (TSR THICK WASHER {m) I/4' MIN. DIAMETER CONTINUOUS C (/I THREADED ROD. ` Y ) ISOLATOR -MASON INDUSTRIES TYPE 30N SPRING HANGERS SIZE EACH HANGER ASSEMBLY FORA MIN. CAPACITY OF 120[ OF THE INSTALLED WEIGHT. WHEN HANGER ROO PROJECTS - BEYOND JOIST MORE THAN 6' EXTEND ANGLE TO NEAR JOIST MAX JOIST 3,3,1/4' PANEL ANGLE POINT � SUPPORT(iBNJ DOUBLE NUT WRH WH OA_ 1/4' THICK west. (TYP) MIN. 2"Y2'x1/4' ANGLE SUPPORT (MIN) LOCATE PER EQUIP MFR. REQUIREMENTS 5' -0' O.C. MAX. ATTACH TO EACH JOIST. METHOD #1 USE TH5 METHOD ONLY WHEN SPACE EXISTS BETWEIJR MGLES FORMING BOTTOM CHORD. KEY PLAN NO SCALE AHU. TERMINAL BOX ETC. SECURE UNR TO ANGLES 4 METHOD #2 NOTES 1. FI RE PR VERIFOCEEDING. Y LANOLARD'S APPROVED LOCATION OF HVAC. EQUIPMENT WITH LANDLORDS REPRESENTATIVE B 2 EE VER 20 SORULU URE DRAWINGS FOR H.VAC. EQUIPMENT AND REINFORCED JOIST LOCATIONS FOR EQUIPMENT O 3. SZE OF STRUCTURAL SUPPORTS ( RODS, ANGLE ETF) ARE MINIMUMS AND SHAT BE RESEED BY TERROR OR TENANT CONIRACIOR AS REAUIRED FOR PROPER SUPPORT AND STRUCTURAL BTIEGRfiY. 4. DO NOT DRILL HOLES IN EXISTING STRUCTURAL MEMBERS UNLESS APPROVED BY LANDLORD IN WRITING. 5. UNLESS INDICATED OTHERWISE ON STRUCTURAL DRAWINGS: A UNITS UP TO 1880 LBS. TOTAL WEIGHT SHALL BE SUPPORTED ON A MINIMUM OF TWO (2) JOISTS B ONfN iS A MINIMU GREATER M TNT? RTE (3) IBS JOISTBUT S. LESS THAN 2800 LEIS. TOTAL WEIGHT SHALL BE SUPPORTED O THF THREE C MAXIMUM TOTAL WEIGHT OF ONE UNIT IS 2800 LBS. EQUIPMENT SUPPORT DETAIL 0 N.T.S. TT -35 CLAMP ANGLE TO JOIST- EMT( CHORD OF JOIST PHASE I A. HVAC 1. TENANT TO FURNISH AND INSTALL SPtlg4fSTEm HEATING AND AIR CONDITIONING UNIT(S), SIZED PER SENSIBLE/TOTAL CALCULATION FORM. HEATING SHALL BE ELECTRIC FOR PHASE I TENANTS. 8A3'ID SOT- AVkLAOtE INSTALL AN OUTDOOR AIR INTAKE THROUGH ROOF. INSULATE DUCTWORK PER LANDLORD'S REQUIREMENTS. WM@RE &AAS IS AVAIL, O^I RooF 2. TENANTS SHALL INSTALL TOILET ROOM INCLUDING EXHAUST FAN AND EXHAUST DUCT UP TO ROOF EXHAUSTER. B. PLUMBING SOUTHCENTER MALL PHASE I SYSTEM DESCRIPTIONS pAc�gc�I� Gns /fir, 1. TENANT SHALL FURNISH AND INSTALL A COMPLETE TOILET ROOM WITHIN THE LEASED PREMISES. LANDLORD HAS PROVIDED SANITARY AND DOMESTIC WATER CONNECTIONS FOR TENANTS TO UTILIZE. TENANTS SHALL RUN A 4" VENT THRU ROOF. TOILET ROOMS SHALL CONFORM WITH ADA REQUIREMENTS AND THE REQUIREMENTS OF THE LANDLORD. 2, WATER METER IS REQUIRED BY ALL TENANTS. TENANT TO PURCHASE WATER METER FROM LOCAL UTILITY AND INSTALL PER UTILITY COMPANY REQUIREMENTS. PROVIDE METER WITH REMOTE 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. D. SPRINKLER TENANT SHALL FURNISH AND INSTALL A SPRINKLER SYSTEM WITHIN THE LEASED PREMISES FROM THE LANDLORD'S CONNECTION PONT. 2. SPRINKLER IS REQUIRED ABOVE CEILING AT ALL ELECTRIC MOTORS AND IN AHU MIXING BOX. 3. ALL DESIGN SHALL BE APPROVED BY ALL AUTHORITIES HAVING JURISDICTION, THE 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 1. TENANT SHALL INSTALL A SMOKE DETECTOR IN THE SUPPLY AIR SECTION OF THE AIR HANDLING UNIT(S). 2. UPON DETECTION OF TENANT SMOKE THE SMOKE DETECTOR SHALL SHUT DOWN THE HVAC SYSTEM(S) AND REPORT TO AN UNDERWRITER'S LABORATORIES LISTED CENTRAL STATION MONITOR. 3. PROVIDE REMOTE TEST - ALARM -RESET SWITCH /LIGHTS AT REAR DOOR FOR SMOKE DETECTOR & L.E.D. IN SALES AREA CBUNG TO NOTIFY M.G.R. WHEN SMOKE DETECTOR IS ACTIVATED. KEY PLAN NO SCALE 4 A. HVAC BUILDING 'G2' SOUTHCENTER MALL BUILDING 'G2' 1. TENANT TO FURNISH AND INSTALL ROOF TOP UNIT(S) SIZED PER - SENSIBLE/TOTAL CALCULATION FORM. HEATING MAY BE GAS OR ELECTRIC FOR BUILDING '0 -2" TENANTS. GAS IS AVAILABLE ON ROOF. TENANT SHALL OBTAIN GAS METER FROM LOCAL UTILITY AND INSTALL PER UTILITY COMPANY REQUIREMENTS. SEE LANDLORD'S DRAWINGS FOR GAS METER LOCATION. COOLNG SHALL BE ELECTRIC. LOW AMBIENT OR AN ECONOMIZER CYCLE IS REQUIRED ON ALL RTU'S. 2. TENANT SHALL FURNISH AND INSTALL A SMOKE RELIEF. FANS SHALL BE SIZED AS INDICATED ON CALCULATION FORM. TENANTS WITH ECONOMIZER MAY UTILIZE HVAC REUEF AS SMOKE REUEF. B. PLUMBING 1. LANDLORD HAS PROVIDED SANITARY, GAS AND DOMESTIC WATER SERVICES FOR TENANTS TO UTILIZE. SEE LANDLORD'S DRAWINGS FOR LOCATION OF SERVICES. 2. WATER METER IS REQUIRED BY ALL TENANTS. TENANT TO PURCHASE WATER METER FROM LOCAL UTIUTY AND INSTALL PER UTILITY COMPANY REQUIREMENTS. PROVIDE METER WITH REMOTE 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. SYSTEM DESCRIPTIONS C. SPRINKLER SMOKE DETECTION SYSTEMS H,V,A,C, SCHEDULES MANUFACTURER TX/4 NE MODEL 'O LD (716 G:31-.4 VOLTS /PHASE /HERTZ _2 EER RATING q C, TOTAL WT. 91,5 LBS. EVAPORATOR FAN PERFORMANCE CFM - 3,3'T EXTERNAL S.P. 0' F - 'WC MOTOR H.P. ,'L HP OUTSIDE AIR <MIN.) 4742 CFM ACCESSORIES �1�.LnS='?'��.o r) OR LOW AMBIENT CONTROL TO 0 F (YES) dEil HVAC RELIEF �>'tY1Y11fi�� (PVR) HP OM DOWNTURN PL 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 ROOFTOP UNIT (RTU) SPECIFICATIONS COOLING CAPACITY (AT AR. CONDITIONS) AIR ENTERING CONDENSER 95 Fdb AIR ENTERING EVAPORATORSciFdb / Fwb TOTAL COOLING CAPACITY r fa,r`,df) BTUH SENSIBLE COOLING CAPACITY G.S BTUH COMPRESSOR INPUT 4. 78 KW HEATIN APACITY GAS 1. <NO) INPUT 9 ;Ma /1 OUTPUT SEPARATE POWERED HVAC /SMOKE RELIEF FAN SPECIFICATION V /PH /HZ MODEL STATIC " TE 'WC I' T RECT)OR(BELT) RPM MANUFACTURE MINIMUM CFM CALCULATID LEASABLE AREA x 15 CFM /SQ.FT. _ NOTE: STATIC PRESSURE SHALL BE .25' W.C. 1. TENANT SHALL FURNISH AND INSTALL A SPRINKLER SYSTEM WITHIN THE LEASED PREMISES FROM THE LANDLORD'S CONNECTION POINT. 2. SPRINKLER IS REQUIRED ABOVE CEILING AT ALL ELECTRIC MOTORS AND IN AHU MIXING BOX. 3. ALL DESIGN SHALL BE APPROVED BY ALL AUTHORITIES HAVING JURISDICTION, THE 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 1. TENANT SHALL INSTALL A SMOKE DETECTOR IN THE SUPPLY AIR SECTION OF THE ROOF TOP UNIT(S). 2. UPON DETECTION OF TENANT SMOKE THE SMOKE DETECTOR SHALL SHUT DOWN THE 11VAC SYSTEM(S), SOUND AN AUDIOVISUAL ALARM HORN LOCATED AT THE FRONT OF THE STORE AND REPORT TO AN UNDERWRITER'S LABORATORIES USTED CENTRAL STATION MONITOR. 3. PROVIDE REMOTE TEST -ALARM -RESET SWITCH /LIGHTS AT REAR DOOR FOR SMOKE DETECTION SYSTEM. m ix Of AVO so ' TO s taooEo DA 3Q REVISED Q REVISED SOUTHCENTER 57 6iCk5 REVISED RARING NUMBER: SEATTLE, WASHINGTON MECHANICAL DETAILS AND SPECIFICATIONS Sheet 1 of 6 UNIT NUMBER DBA THIS SHEET & TTG•6I MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS The Richard E. Jacobs Group REVISIONS TTM -1 4/20/98 1/15/96 6/13/95 DRAWN B1: SCALE REMSED BY: FILE NAME SCNTTMT DATE JOB NUMBER DATE H,V,A.C. SCHEDULES ROOFTOP UNIT (RTU) SPECIFICATIONS MANUFA RER CODLING CAPACITY (AT AR. CONDITIONS) MOLL AIR ENTERING CONDENSER 95 Fdb VOLTS /PHAS HERTZ AIR ENTERING EVAPORATOR Fdb / EER RATING TOTAL COOLING CAPACITY BTUH -BTUH TOTAL WT. LBS. SENSIBLE COOLING CAPACITY BTUH EVAPORATOR FAN PE RMANCE COMPRESSOR INPUT KW CFM HEATING CAPACITY EXTERNAL SP. 'WC GAS (YES) (NO) MOTOR HP. P INPUT OUTSIDE AIR (MIN.) CF OUTPUT ACCESSORIES ECONOMIZER (YES) (NO) OR LOW BIENT CONTROL TO 0 F (YES) (NO) HVAC RELIEF (GRAVITY) (PWR) DOWNTURN PLENUM ANTI -SHORT C E TIMER AUTO- CHANGEOVER T'STAT WITH FULL PERIMETER CURB CRANKCASE HEA HEAT - COOL -AUTO -OFF AND THROWAWAY FILTERS 5 -YR. COMP. WARRA Y FAN- AUTD -ON- SWITCHES IN SUB -BASE N'",.. KITCHEN EXHAUST PAN S''+ MANUFACTURER MOTOR H.P. CFM _- `'. POWER V/ HZ PH MODEL FAN R.P.M. E.S.P. D E BELT MOUNTING (CURB) SEPARATE POWERED HVAC /SMOKE RELIEF FAN SPECIE TION MANUFACTURER CFM V /PH /HZ HP MODEL STATIC PRESSURE 'WC DRIVE (DIRECT)OR(BELT) RPM N MINIMUM CFM CALCULATIONS LEASABLE AREA x 1.5 CFM /SQ.FT. = CFM NOTE: MINIMUM STATIC PRESSURE SHALL BE .25' W.C. H,V,A,C, SCHEDULES SUMMERS E 76 °F @ 505 R.H. OUTSIDE 84 °F db/ 68 wb HEATING SPACE 72 ° F OUTSIDE 21 °F ROOFTOP UNIT (RTU) SPECIFICATIONS Fwb BTUH MANUFAC ER COOLING CAPACITY MODEL AIR ENTERING CONDENSER Fdb VOLTS /PHASM1ERTZ AIR ENTERING EVAPORATOR Fdb/ EER RATING ' TOTAL COOLING CAPACITY TOTAL WT. S . LBS. SENSIBLE COOLING CAPACITY BTUH KW EVAPORATOR FAN PERF'(3RMPNCE COMPRESSOR INPUT CFM HEATING CAPACITY (NO) INPUT OUTPUT EXTERNAL S.P. C ELECTRIC (YES) (NO) GAS (YES) MOTOR H.P. KW OUTSIDE AIR (MIN.) CFM STEPS - ACCESSORIES ECONOMIZER (YES) (NO) OR LOW A ENT CONTROL TO 0 F (YES) (NO) HVAC RELIEF (GRAVITY) (PWR) H DOWNTURN PLENUM ANTI -SHORT CYCL TIMER AUTO- CHANGEOVER T'STAT WITH FULL PERIMETER MLR& CRANKCASE HEATE . HEAT - COOL -AUTO -OFF AND THROWAWAY FILTERS 5 -YR. COMP. WARRANT FAN - AUTO -ON- SWITCHES IN SUB -BASE TOILET EXHAUST FAN SPECIFICATION 3. OUTSIDE VALL MANUFACTURER CFM WAT HP V /PH/HZ MODEL STATIC PRESS. "WC RPM iE - - SEPARATE POWERED HVAC /SMOKE RELIEF FAN SPECIFCATION RPM MANUFACTURER CFM V /PH /HZ HP MODEL STATIC PRESSURE 'WC DRIVE (DIRECT)OR(B T) N.. MINIMUM CFM CALCULATIONS ' LEASABLE AREA x 15 CFM /SQ.FT. = CFM `\ NOTE: MINIMUM STATIC PRESSURE SHALL BE .25' W.C. H.V.A.C. CALCULATION FORM FOOD COURT SUMMERS E 76 °F @ 505 R.H. OUTSIDE 84 °F db/ 68 wb HEATING SPACE 72 ° F OUTSIDE 21 °F ROOF It = 0.0 CLTD = 68 HEAT LOSS SENSIBLE LATENT HEAT GAIN HEAT GAIN ITEM . TIP! FACTOR BTUH FACTOR BTUH FACTOR - BTUH L ROOF AREA G.L.A. SOFT. 4.59 5.33 -- a CORRIDOR VALL .FT. 7.65 0.75 - 3. OUTSIDE VALL SOFT. ` 17.34 iE - - 4. LIGHTING OK * CBNNECTIIBA K.V. 3413 3413 5. PEOPLE 5. PEOPLE OLD /100 = PEOPLE 315 325 6. APPLIANCES SEE APPLIANCE CALC FORM GLA x .2 CFM /SO.FT. CFM 55.08 = 620 7. OUTSIDE AIR GLA x 2 CFM/SOFT. CFM 55.08 = 64 EBB a FAN MOTORS HP. -- 254 TOTALS TOTAL = (SENSIBLE + LATENT)= BTUH REMARKS: COOING )/( N8 LIGHTING KW ENTRY SHALL MATCH FROM THE ELECTRIC LOAD SUMMARY ON 'ELECTRICAL DATA FORMS' )f< WALL FACTOR E WALLS NOR = 4.08 EAST = . 84 SOUTH= 6. VEST = 6.46 REMARKS H,V,A,C, CALCULATION FORM PHASE II SUMMERS E 76 °F @ 50X R.H. OUTSIDE 84 °F db/ 68°F wb HEATING SPACE 72 °F OUTSIDE 21 °F ROOF "U = O. CLTD = 68 HEAT LOSS SENSIBLE LATENT HEAT GAIN HEAT GAIN ITEM ANTITY FACTOR BTUH FACTOR BTUH FACTOR BIM 1. ROOF AREA G.L.A. SOFT. 2.55 3.4 2. CORRIDOR WALL OFT. 4.76 2.52 - 3. OUTSIDE WALL SEE': 2.30 3S - - 4. LIGHTING OK X CONNECTION K.W. 3413 - - 5. PEOPLE GLA /100 = PEOPLE - - 315 325 6. APPLIANCES SEE APPLIANCE CALC FORM 7. OUTSIDE AIR GLA x .2 CFM /SO.FT. CFM 55.08 = 620 8. FAN MOTORS HP. - TOTALS TOTAL = (SENSIBLE + LATENT)= BTUH CODLING OK )If LIGHTING KW ENTRY SHALL MATCH FROM THE ELECTRIC LOAD SUMMARY ON 'ELECTRICAL DATA FORMS' * WALL FACTOR TSIDE WALLS H 050 EAS h - 1.00 SOUTH= 5 WEST = I.ON. REMARKS: NORDSTROM I / / llos � TFtgLI 1111; 10 MN � nnwo owrb Olga 1 _ D ttt��' I� s .7MI D - fl 1��� .. .Ai ui L ( ■ ttt■ , IIIIIIIIIit • !In.. BEARS KEY PLAN NO SCALE lir MERVYN'S CPENgY A HVAC SOUTHCENTER MALL PHASE II SYSTEM DESCRIPTIONS TO FURNISH AND INSTALL ROOF TOP 1. TENANT 7 UNIT(S) SIZED PER SENSIBLE/TOTAL CALCULATION FORM. HEATING MAY B S E GAS OR ELECTRIC FOR PHASE II TENANTS. GAS IS AVAILABLE ON ROOF. TENANT SHALL OBTAIN GAS METER FROM LOCAL UTILITY AND INSTALL PER UTILITY COMPANY REQUIREMENTS. TENANT SHALL ROUTE GAS SERVICE TO THEIR SPACE AND EQUIPMENT WITHIN THEIR SPACE. SEE LANDLORD'S DRAWINGS FOR GAS SERVICE LOCATION. COOLING SHALL BE ELECTRIC. LOW AMBIENT CONTROL OR AN ECONOMIZER CYCLE IS REQUIRED ON ALL ROD'S. 2. TENANTS SHALL INSTALL TOILET ROOM INCLUDING EXHAUST FAN WITH EXHAUST DUCT TO LANDLORD PROVIDED CENTRAL TOILET EXHAUST SYSTEM. B. PLUMBING 1. TENANT SHALL FURNISH AND INSTALL A COMPLETE TOILET ROOM D WITHIN THE LEASED PREMISES, LANDLORD HAS PROVIDED SANITARY AND DOMESTIC WATER CONNECTIONS FOR TENANTS TO UTILIZE. IMAMS SHALL RUN A VENT TO LANDLORD'S VENT SYSTEM. TOILET ROOMS SHALL CONFORM WITH ADA REQUIREMENTS AND THE REQUIREMENTS OF THE LANDLORD. 2. WATER METER IS REQUIRED BY ALL LARGE WATER USING TENANTS. TENANT TO PURCHASE WATER METER AND INSTALL PER LANDLORD'S REQUIREMENTS. ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC A IDED ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. C. 1. SPRINKLER I AND INSTALL SHALL FURNISH D STAL L A SPRINKLER SYSTEM WITHIN THE LEASED PREMISES FROM THE LANDLORD'S CONNECTION POINT. 2. ALL DESIGN SHALL BE APPROVED BY ALL AUTHORITIES HAVING JURISDICTION, THE 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 ARE DEFECTION AND SMOKE CONTROL SYSTEMS (FDSCS) TENANT SHALL INSTALL A SMOKE DETECTOR IN THE SUPPLY AIR SECTION OF THE ROOF TOP UNIT(S) AND AT STORE FRONT. ADDITIONAL SMOKE DETECTOR'S ARE REQUIRED EVERY 30' -0" OPEN STORE FRONT. 2. TENANTS SHALL FURNISH AND INSTALL A SMOKE RELIEF FAN. TENANTS SHALL FURNISH AND INSTALL A STARTER FOR CONTROL OF THE SMOKE REUEF FAN. 1. 3. TENANT TO FURNISH AND INSTALL A FIRE DETECTION AND SMOKE CONTROL SYSTEM. ALL COMPONENTS TO BE SAME AS LANDLORD'S EXISTING. INTERFACE BETWEEN LANDLORD'S SYSTEM TO SHUT DOWN TENANTS' HVAC SYSTEM AND ENERGIZE TENANT'S SMOKE RELIEF FAN. SEE TTE DRAWING FOR SCHEMATIC. �q �■ 1111111/111 � 111111113 1 Mk Eggi I sows I 1■■tt■ 7 ONE _ 0 1 L mNIN PHASE II SEARS KEY PLAN NO SCALE M RVYY % . PLUMBING FOOD COURT SOUTHCENTER MALL FOOD COURT SYSTEM DESCRIPTIONS HVAC C. SPRINKLER SYSTEM T SHALL FURNISH AND INSTALL A SPRINKLER .r R F P UNIT(S) H S SIZED PER 1. TENON S T AND INSTALL 00 TO U 1. TENANT TO FURNISH A ) ' CONNECTION WITHIN LANDLORD'S FOOD COURT TENANTS. CALCULATION FORM. HEATING SHALL BE GAS FOR ITHIN THE LEASED PREMISES FROM THE LANDLORD FOOD COURT TENANTS. GAS IS AVAILABLE ON ROOF. TENANT POINT. SHALL OBTAIN GAS METER FROM LOCAL UTILITY AND INSTALL PER 2. ALL DESIGN SHALL BE APPROVED BY ALL AUTHORITIES HAVING UTILITY COMPANY REQUIREMENTS. SEE LANDLORD'S DRAWINGS FOR GAS METER LOCATION. COOLING SHALL BE ELECTRIC. LOW JURISDICTION, THE LANDLORD AND FACTORY MUTUAL AMBIENT CONTROL MUST BE UTILIZED. ECONOMIZER NOT PERMITTED. 2. TENANT SHALL FURNISH AND INSTALL A SMOKE RELIEF. FANS SHALL BE SIZED AS INDICATED ON CALCULATION FORM. T. LANDLORD HAS PROVIDED SANITARY, VENT, CAS AND DOMESTIC 1. WATER SERVICES FOR FOOD COURT TENANTS TO UTIUZE. SEE LANDLORD'S DRAWINGS FOR LOCATION OF SERVICES. 2. a WATER METER IS REQUIRED BY ALL FOOD COURT TENANTS. TENANT TO PURCHASE WATER METER FROM LOCAL UTIUTY AND INSTALL PER UTILITY COMPANY REQUIREMENTS. PROVIDE METER WITH REMOTE 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. D. 3. - 1N,T11it& 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 TENANT SHALL INSTALL A SMOKE DETECTOR IN THE SUPPLY AIR SECTION OF THE ROOF TOP UNIT(S). UPON DETECTION OF TENANT SMOKE THE SMOKE DETECTOR SHALL SHUT DOWN THE HVAC SYSTEM(S), SOUND AN AUDIO/VISUAL ALARM HORN LOCATED AT THE FRONT OF THE STORE AND REPORT TO AN UNDERWRITER'S LABORATORIES LISTED CENTRAL STATION MONITOR. PROVIDE REMOTE TEST- ALARM -RESET SWITCH /LIGHTS AT REAR DOOR FOR SMOKE DETECTION SYSTEM. way SOUTHCENTER Sr4QEi MECHANICAL DETAILS AND SPECIFICATIONS Sheet 2 of 6 UNIT NUMBER THIS SHEET & TTO -0I MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS The Richard E. Jacobs Group © REVISED 2Q REVISED !1\ REVISED DRONING NUMBER: SETTLE WASHINGTON DBA REVISIONS 4/20/38 1/15/96 6/13/99 DRAM BY: SCALE REVISED BY: FILE NAME SCNTTM2 DATE JOB NUMBER DATE TTM -2 GENERAL II. PLUMB A. A. ALL YORK SHALL BE PERFORMED IN CONFORMANCE WITH ALL APPLICABLE CODES AND LANDLORD'S MINIMUM REQUIREMENTS AS STATED: HEREIN; IN THE LEASE; AND /OR IN THE TENANT MANUAL. CODE REQUIREMENTS, IF MORE RESTRICTIVE THAN LANDLORD REQUIREMENTS, SHALL TAKE PRECEDENCE. AND VICE /VERSA. GENERAL AND SPECIAL CONDITIONS OF AIA 201 AND TENANT'S GENERAL CONDITIONS REQUIREMENTS SHALL APPLY UNLESS OTHERWISE NOTED C. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE OF WORK BY THE TENANT AND THE LANDLORD. J. L. N. a ALL WORK SHALL BE PERFORMED AS INDICATED ON DRAWINGS UNLESS FIELD CONDITIONS REQUIRE MINOR CHANGES TO BE MADE. MINER CHANGES SHALL BE MADE WITH NO ADDITIONAL COST TO THE TENANT. ACTUAL LOCATIONS OF LANDLORD'S SERVICES MUST BE FIELD VERIFIED. CHANGES TO CONFORM TO LANDLORD'S SERVICE LOCATIONS SHALL BE MADE AT NO ADDITIONAL COST TO THE TENANT AND /DR LANDLORD, F. MANUFACTURERS' NAMES ON WHICH THIS SPECIFICATION IS BASED INDICATE THE MINIMUM QUALITY OF PRODUCT REQUIRED BY LANDLORD. SUBSTITUTIONS MAY BE MADE TO THOSE SPECIFIED IF DEEMED EQUIVALENT BY LANDLORD. ITEMS NOT SPECIFIED HEREIN SHALL MEET LANDLORD'S APPROVAL. IF A CONFLICT OCCURS, THE LANDLORD SHALL RESOLVE SUCH COFLICT AND THE TENANT'S CONTRACTOR SHALL CONFORM TO THE LANDLORD'S DECISION G. SUBMIT SHOP DRAWINGS OF ALL MAJOR EQUIPMENT FOR APPROVAL, SUBMITTALS SHALL INCLUDE AIR AND WATER BALANCE REPORTS. H AS BUILT DRAWINGS - PREPARE AND SUBMIT TO LANDLORD AND TO TENANT 'AS BUILT' DRAWINGS INDICATING THE EXACT LOCATION OF ALL DUCTWORK PIPING, AND ALL EQUIPMENT INCLUDING THE EQUIPMENT'S 'AS INSTALLED' SUDS), MANUFACTURER, MODEL NUMBERS AND PERFORMANCE RATINGS. SUPPORTS - EQUIPMENT PIPING, DUCTWORK OR ANY OTHER ACCESSORY SHALL NOT BE SUPPORTED FROM LANDLORD'S CEILING, L C, NEUTRAL ROOF DE PIERS, PIPING, DUCTWORK, METAL RO DECK, , BRA LATERAL BRACING, BRIDGING, OR CONDUIT. ITEMS SHAM ONLY BE SUPPORTED FROM STRUCTURE WHICH HAS BEEN APPROVED BY LANDLORD FOR SUPPORT. ALL ROOF YORK, PENETRATIONS AND REPAIRS SHALL BE TOTALLY PERFORMED BY ONLY THOSE ROOFING CONTRACTORS APPROVED BY LANDLORD AND SHALL BE PERFORMED AT THE TENANT'S EXPENSE INSTALLATION OF ALL ROOF MOUNTED EQUIPMENT SHALL BE COORDINATED WITH LANDLORD'S DESIGNATED REPRESENTATIVE TENANT'S CONTRACTOR SHALL PAY FOR ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE SPACE INCLUDING BUT NOT LIMITED TO UTILITY COMPANY CONNECTIONS, SERVICE AND/OR TAPPING FEE. LOCAL, COUNTY, OR STATE SERVICE CHARGES, INSPECTION CHARGES AND PERMIT FEES) LANDLORD'S CONNECTION FEES, LANDLORDS UTILITY CHARGES,LAYDLOIFS METERING CHARGES AND /OR LANDLORD'S EQUIPMENT CHARGES WHERE THE TENANT ELECTS TO REUSE, AND THE LANDLORD HAS APPROVED THE RE-USE OR RENOVATION OF AN EXISTING HVAC MO /OR PLUMING SYSTEM. REPAIR OR REPLACE ALL OR PART OF THE HVAC AND/OR PLUMING EQUIPMENT TO ENSURE PROPER AND EFFICIENT OPERATION DE THE SYSTEM.), ENSURE THE HVAC SYSTEM IS CAPABLE OF MAINTAINING THE SPACE TEMPERATURES WITHIN THE LEASED PREMISES IN ACCORDANCE WITH THE LANDLORD'S, LOCAL, STATE, AND FEDERAL REQUIREMENTS) AND PROVIDE WRITTEN CONFIRMATION TO LANDLORD OF ALL WARRANTIES IMPLIED TENANT ELECTS NOT TO RE-USE EXISTING EQUIPMENT, CONDUIT, PIPING OR FIXTURES INCLUDING BUT NOT LIMITED TO ANY RUDE MOUNTED EQUIPMENT, TENANT SHALL AT TENANT'S EXPENSE REMOVE SUCH PARTS DE THE SYSTEM AND EQUIPMENT NOT BEING RE -USED INCLUDING CURBS AND UTILITY SERVICES TO SUCH EQUIPMENT, CAP ALL PIPING AT LANDLORD MAINS. TENANT SHALL PERFORM ALL NECESSARY REPAIRS TO THE ROOFING SYSTEM AND /OR ADJACENT CONSTRUCTION IN ACCORDANCE WITH THE LANDLORD'S CRITERIA AND DETAILS INDICATED ON LANDLORD'S MECHANICAL DETAILS AND SPECIFICATIONS DRAWINGS. DEFICIENCIES AND NON-CONFORMING ITEMS - IF, AT ANY TIME DURING THE TERM OF THE LEASE, LANDLORD DETERMINES TENANT'S EQUIPMENT OR SYSTEM HAS NOT BEEN INSTALLED OR I NOT OPERATING IN ACCORDANCE WITH OM MANUFACTURER'S RECOMMENDATIONS OR LANDLORDS REQUIREMENTS, LANDLORD MAY, IN ADDITION TO ANY OTHER RIGHTS AND REMEDIES IT MAY HAVE AFTER GIVING FIVE (5) DAYS WRITTEN NOTICE TD TENANT OF ITS INTENTION TO DO SO, CORRECT SUCH DEFICIENCIES AS LANDLORD MAY ELECT TO PERFORM FOR AND ON TENANT'S BEHALF. TENANT SHALL REIMBRSE LANDLORD FOR ALL COSTS INCURRED BY LANDLORD FAIR THE CORRECTION OF THE DEFICIENCIES PLUS A FIFTEEN PERCENT 05. ADMINISTRATIVE CHARGE. THE TOTAL AMOUNT SHALL BE DUE AND PAYABLE TO LANDLORD UPON DEMAND. P. FOR INSTALLATION OF EQUIPMENT, CONTRACTOR SHALL CROON TO LANDLORD'S DETAIL ➢RAVINGS AND MECHANICAL DETAIL AND SPECIFICATIONS DRAWINGS PLUMBING SERVICES HAVE BEEN PROVIDED FOR TENANT'S USE. TENANT SHALL EXTEND SERVICES PER TENANT'S AND LANDLORD'S REQUIREMENTS SEE LANDLORD'S BUILDING DRAWINGS FOR LOCATION. T. LANDLORD HAS PROVIDED A DOMESTIC OAT., SANITARY VENT AND SANITARY SERVILE THE TENANT SHALL CONNECT TO THE SERVICES. (MANDATORY) TENANT SHALL EXTEND SERVICE PER LANDLORD REQUIREMENTS NO PIPING SHALL BE INSTATED IN DEMISING WALL C. A HANDICAPPED ACCESSIBLE TOILET ROOM IS REQUIRED IN EACH TENANT SPACE, EXCEPT FOOD COURT AND G2 AREA TENANTS. 62 AREA TENANTS VHD ELECT AND ALL NON- FODDCDURT TENANTS WHERE SAME DOES NOT EXIST; FURNISH AND INSTALL A MINIM. OF ONE WATER CLOSET, ONE LAVATORY, ONE FLOOR DRAIN, ONE 6 -GALL. WATER HEATER, AND ALL OTHER REQUIRED MATERIAL AND EQUIPMENT FORA COMPLETE TOILET ROM& TOILET ROOMS SHALL BE AS REQUIRED BY APPLICABLE CODES AND ADA MATERIALS 1. ALL MATERIALS SHALL BE NEV. USED MATERIAL SHALL NOT BE PERMITTED. 2. GAS PIPING SCHEDULE 40 BLACK STEEL PIPE WITH MALLEABLE SCREWED FITTINGS INSTALLED PER LANDLORD'S, STATE AND LOCAL AUTHORITIES', AND THE UTILITY COMPANY REQUIREMENTS GAS COCKS 2' AND SMALLER SHALL BE SCREWED IRON PLUG VALVE 200 PSI, 2 -1/2' AND LARGER SHALL BE IRON FLANGED, PLUG VALVE, 200 PSI. PAINT ALL GAS PIPING EXTERIOR TO THE BUILDING, WHICH YAS INSTALLED UNDER THIS CONTRACT, WITH TWO COATS OF DARK BROWN RUST RESISTANT PAINT. PIPE SHALL BE CLEANED PRIOR TO PAINTING. c GAS PIPING W ROOF SHALL BE INSTALLED AND SUPPORTED PER DETAILS d. THERE SHALL BE ND VALVES OR UNIONS INSTALLED IN RETURN AIR PLENUMS 3. BURIED UNDERGROUND AND BELOW FLOOR SEVER AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON PIPE WITH APPROVED COMPRESSION JOINTS. UNDERGROUND SEVER PIPING SHALL BE A MINIMUM SIZE OF 2', MINIM. OF 1/8' PER FOOT OF SLOPE. AB- HOR JOINTS ARE NOT PERMITTED. 31. UNDERGROUND SEWER PIPING AND FITTINGS MAY BE PVC -DW ASTM- S26 65 -78 SCHEDULE 40 WITH SOLVENT WELDED JOINTS. UNDERGROUND PER F SE VER 00T OF PIPIN -u SLSHALOPE. L 4 A MINIMUM SIZE DE 2', MINIMUM OF 1/8' A. ABOVE GROUND, ABOVE IR BELOW FLOOR, SEVER AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON PIPE WITH NO HUB JOINTS PVC AND ABS PIPING ARE NOT PERMITTED. 5. UNDERGROUND AND BELOW FLOOR HOT AND COLD WATER PIPING SHALL BE TYPE 'K' COPPER PIPE OR TUBING WITH SIL -FMS 15 SILVER BRAZED JOINTS. ABOVE FLOOR HOT AND COLD WATER PIPING SHALL BE TYPE 'i' COPPER PIPE WITH 95 -5 SOLDERED JOINTS OR SIL -FMS 15 SILVER BRAZED JOINTS. INSULATE ALL ABOVE GROUND, ABOVE OR BELOW FLOOR, HOT AND COLD WATER PIPING WITH A MINIMUM OF 1' THICK FIBERGLASS PIPE INSULATION WITH A VAPOR BARRIER AND PLENUM RATED PRE -MOLDED FITTING COVERS OR 1' THICK CLOSED CELL PLENUM RATED INSULATION INSULATE ALL SANITARY LINES SERVING TENANT SPACE WHEN REQUIRED TO PREVENT CONDENSATION RESULTING FROM TENANT'S OPERATION. ALL JOINTS SHALL BE INSULATED AND SEALED WITH VAPOR BARRIER CEMENT. ALL INSULATION, VAPOR BARRIERS, PRE- MOLDED FITTING COVERS, ETC. SHALL HAVE SURFACE BURNING CHARACTERISTICS NOT EXCEEDING A FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPED RATING OF 50. 8. FURNISH AND INSTALL DIELECTRIC UNIONS FOR DISSIMILAR PIPING MATERIALS, ALL B.KFLOW PREVENTIRS, VALVES, UNIONS, BYPASS PIPING AND TESTING AS REQUIRED BY THE FIXTURE MANUFACTURER, BY THE LOCAL UTILITY AND CODES 9. PROVIDE ACCEPTABLE SUPPORTING DEVICES FOR ALL PIPING. ALLOLI FOR PIPE EXPANSION AND PREVENTION OF ELECTROLYSIS SUPPORTING DEVICES NOT PROTECTED WITH A SHOP PLATING /FINISH SHALL BE COATED WITH A RUST INHIBITING PRIMER SUPPORT PER SEISMIC REQUIREMENTS FOR ZONE 3, 10. GAS METER a. GAS METER - PHASE I - NOT APPLICABLE b. GAS METER -'G2' - PHASE II - FOOD COURT WHERE GAS 1S REQUIRED BY TENANT'S APPROVED DESIGN, INSTALL AT NO EXPENSE TO LANDLORD, A GAS METER COMPLETE WITH REGULATOR(S), SHUT OFF VALVES, UNIONS AND ALL OTHER ACCESSORIES PER LOCAL UTILITY COMPANY. LOCATE METER AS DIRECTED BY LANDLORD AND UTILITY. 11. ALL FOOD TENANTS AND ANY HIGH HAZARD TENANT SHALL FURNISH AND INSTALL A REDUCED PRESSURE BACKFLOW PREYENTER 12. WHERE REQUIRED BY LOCAL AUTHORITIES AND UTILITIES ALL TENANTS SHALL INSTALL BACKFLIN PREVENTION. CONNECT TIE LANDLORD'S SANITARY AND COLD WATER PIPING AT LANDLI S POINT DE SERVICE CONNECTION PHASE I AND FIB CURT TENANTS SHALL CONNECT TO LANDLORD SUPPLIED SANITARY VENT SYSTEM. WHERE ADDITIONAL POINT(S) OR INCREASED SIZE IF SERVICE IS REQUIRED (AND APPROVED BY LANDLORD) EMPLOY LANDLORD'S CONTRACTOR TO PERFORM THE WORK PER THE LANDLORDS CRITERIA AT NO EXPENSE TO LANDLORD. SEE PLAN FOR LOCATION. E ALL TENANT WORK PERFORMED ABOVE THE CEILING DI OTHER TENANTS SHALL BE COORDINATED WITH OTHER TENANTS) AND LANDLORD. G AIR CHAMBERS ARE REQUIRED ON EACH HOT AND COLD WATER SUPPLY TO EACH PLUMBING FIXTURE OR PROVIDE SYSTEM SIIEI( ABSORBERS SIMILAR TD J. R SMITH •HYDROTROL' SERIES 500a SIZE AS REQUIRED BY TENANT PLUMBING SYSTEM. N PLUMBING FIXTURES - THE FOLLOWING IS A MINIMM SPECIFICATION FOR FIXTURES INTERCEPTORS III. FIRE SUPPRESSION SYSTEMS a. GREASE INTERCEPTOR SHALL BE INSTALLED WHERE REQUIRED BY STATE AND LOCAL CODES AND LANDLORIY S REQUIREMENTS TO RECEIVE GREASE LADEN WASTE TENANTS SUBMITTAL DRAWINGS SHALL STATE INTERCEPTOR FLOW CAPACITY IN G.P.M. AND PONDS DE GREASE STORAGE. FLOW CAPACITY AND POUNDS OF GREASE STORAGE SHALL BE CALCULATED PER THE GREASE TRAP MANUFACTURER'S MADELINES. CONT- RACTOR SHALL VENT ALL FIXTURES DRAINING TO GREASE TRAPS AND THE CREASE TRAP. GREASE INTERCEPTOR SHALL BE CAST IRON 1 R SMITH 8000 SERIES, COUPLETS WITH FUN CONTROL INSTALL IN LOCATION AND METHOD APPROVED BY LANDLORD AND THE LOCAL PLUMBING AND HEALTH DEPARTMENT CODES. WORK SINKS FOR HAIR SALONS, PET SHOPS, AND EYEGLASS LABORATORIES INTERCEPTOS SHALL BE EQUL TO J.R SMITH 8700 SERIES FOOD PREPARATION PLUMBING FIXTURES SHALL BE STAINLESS STEEL AND SHALL BE FURNISHED, INSTALLED AND CONSTRUCTED TO CORM HE CONFORM TD ALL CODES, HEALTH DEPARTMENT, AND NATIONAL SANITATION FOUNDATION. 3. 11 CLOSET - A ICAN STANDARD 21 40 CADET WITH Y AND STOP VAL AND OPEN FRONT T E SEAT AND COVE SETT AT ADA L 4. L ATORY4- ICAN STANDARD 91 27 20' WITH L HANGERS, I -1 • CHROME TR WITH CLEAHUUT. FAUCE SELF COS W ITH FLOW REGUA OR EQUAL CH P WITH 7723.018 AE AM PIECE. 011 WHEEL . R LAVATORY PPLIES AND AND :ASH vITH SET AMERICAN TANDARD DRAIN/OFF TAIL 5 /PATER HEATER CMINIMUD - A 0. SMITH - 6 GALLON, 1500 WATTS INSULATED PER ENERGY CODE TIP VALVE SHALL BE PIPED FULL SIZE AND SAFEWASTED TO A DRAIN PAN OR FLOOR DRAIN HEATER SHALL HAVE A 5 -YEAR WARRANTY. 6. WATER HEATERS SHALL CONFORM TO ALL ENERGY CODES AND SHALL INCORPORATE A 2- GALLON THERMAL EXPANSION TANK HEATER SHALL DE ELECTRIC OR GAS FIRED AND SHALL INCORPORATE A TEMPERATURE-PRESSURE RELIEF VALVE PIPED TO A FLOOR DRAIN WHERE DATER HEATERS ARE INSTALLED ABOVE THE FINISHED CEILING, INSTALL HEATERS IN A 3' DEEP DATER TIGHT PAN WITH RELIEF VALVE PIPED TO PAN AND PAN SAFE WASTED TO AN APPROVED FLOOR DRAIN. GAS FIRED WATER HEATERS SHALL NOT BE INSTALLED IN CONCEALED SPACES AND SHALL BE LOCATED IN A SEPARATE ROOT PROVIDE COMBUSTION AIR FOR GAS FIRED WATER HEATERS WITHIN A ZERO TO POSITIVE PRESSURE ENVIRONMENT, INSTANTANEOUS UNDERSINK TYPE WATER HEATERS ARE ALSO ACCEPTABLE 8. HAND SINKS, FAUCETS AND SPECIALTIES SHALL BE FURNISHED AND INSTALLED PER HEALTH DEPARTMENT REQUIREMENTS AND ALL APPLICABLE CODS 9. FLOUR DRAIN - 1 R SMITH FIGURE 2010 - VI. A NICKEL BRONZE OR SATIN BRONZE FINISH WITH PRIMER TAPPING WEN REQUIRED FLOOR DRAINS SERVING ALL SODA DISPENSER WASTE LINES SHALL BE PROVIDED VFTH TRAP PRIMERS la CLEAUUTS - 1 R SMITH 4000 SERIES WITH NICKEL BRONZE OR SATIN BRONZE FINISH TOP AND TAPER THREAD BRBIIF PLUG DE SIZES SHOWN ON PLANS. ALL CLEMIWTS SHALL BE INSTALLED IN FINIShc`D. FLOOR OR ABOVE CLEAIBJTS UNDER SLAB ARE NOT ACCEPTABLE. 11. TRAP SEAL PRIMER VALVE - 1 R. SMITH FIGURE 2699. 12 WATER METER n. PHASE I, G2 AND FOOD CURT - INSTALL AT Na EXPENSE TO LANDLORD, A RATER METER IN AN APPROVED LOCATION PER THE LOCAL WATER UTILITY COMPANY AND LANDLORDS REQUIREMENTS. CONTRACTOR SHALL PAY ALL FEES AND LANDLORD CHARGES ASSOCIATED WITH METER AND METER INSTALLATION PHASE II - WATER SUB -METER IS REWIRED ONLY BY LARGE WATER CONSUMING TENANTS WATER METER TO HE INSTALLED BY TENANT COMPLETE WITH UNIONS AND SERVICE VALVES TENANT TO PURCHASE AND INSTALL BADGER MODEL SC -ER OR APPROVED EQUAL, DIGITAL READ OUT IN CU FT. LOCATE METER 4' -6' AFF IN AREADILY ACCESSIBLE LOCATION • TENANT'S SPRINKLER SYSTEM SHALL BE INSTALLED FROM LANDLORD'S SPRINKLER BULK MAIN SERVICE PROVIDED BY LANDLORD DRD FOR THE PREMISES IN THE EVENT A SPRINKLER SYSTEM EXISTS, MODIFY THE EXISTING SYSTEM. IN THE EVENT TENANT REQUIRES LARGER SPRINKLER SERVICE TENANTS [.TRACTOR SHALL EMPLOY LANDLORDS CONTRACTOR TO INSTALL INCREASED SIZE OF SERVICE PER LANDLORD REQUIREMENTS THERE SHALL BE ONLY ONE CONNECTION PER TENANT. THERE SHALL BE NO CROSS FEEDS TO OTHER TENANTS OR MALL SYSTEMS • PROVIDE A SPRINKLER SYSTEM FOR THE ENTIRE PREMISES INCLUDING ALL PIPING AND ACCESSORIES PER THE REQUIREMENTS-0F ALL APPLICABLE CODES, FACTORY MUTUAL, NFPA -13, LANDLORD AND LANDLORDS FIRE AND CASUALTY INSURER. C. ALL PIPING SHALL BE HYDRAULICALLY DESIGNED AND INSTALLED PER NFPA-13 ORDINARY DES, CLASSIFICATION I N Y HAZ S FICATION GROUP II. HYDRAULIC CRITERIA FOR SYSTEM DESIGN SHALL BE DENSITY - 0.18 GPM PER M SL. FT. -FIRE AREA - MOST REMOTE 25000 S0. FT. WITH A 500 GPM LOSE ALLOWANCE. FLOW AND PRESSURE FROM LOCAL AUTHORITIES OR LANDLORD'S IS NSURSURANCE UNDERWRITER. PIPING SHALL BE PER NFPA, OR IF MORE STRINGENT FM APPROVED. MAXIMUM SPACING OF SPRINKLER HEADS SHALL BE 130 SOFT. PER HEAD IN SALES AREA AND 100 SOFT. PER HEAD IN STORAGE AREAS OR HIGH HAZARD AREAS SPRINKLER HEADS IN THE SALES AREA SHALL BE CONCEALED/FLUSH OR SEMI- RECESSED PENDANT WITH AN ESCUTCHEON SPRINKLER HEADS IN STOCK ROOM SHALL BE RECESSED OR UPRIGHT, BRASS OR CHROME SPRINKLER HEADS IN CONTROL AREA (STOREFRONT POP -OUT) SHALL BE CONCEALED /FLUSH TYPE, FACTORY PAINTED TO MATCH CEILING COLOR. TEMPERATURE RATINGS SHALL BE AS REQUIRED BY LANDLORD'S FIRE AND CASUALTY INSURER AND /OR AUTHORITY HAVING JURISDICTION. ALL SPRINKLER HEADS MUST BE UNDERWRITER'S LABORATORIES LISTED AND FACTORY MUTUAL APPROVED. Q • CONTRACTOR SHALL OBTAIN FROM LANDLORD THE LANDLORD'S FIRE AND CASUALTY INSURERS NAME, ADDRESS, AND PROJECT INDEX NUMBER. PRIOR TO INSTALLATION, CONTRACTOR SHALL SUBMIT SEVEN CI) SETS OF CALCULATIONS AND SEVEN <7) SETS OF PRINTS OF SPRINKLER DESIGN TO LANDLORD'S FIRE AND CASUALTY INSURER FOR APPROVAL UPON APPROVAL AND PRIOR TO INSTALLATION, CONTRACTOR SHALL FORWARD ONE CIl REPRODUCIBLE SEPIA OF THE APPROVED DESIGN AND TWO C2) BLUE LINE PRINTS, WHICH SHALL HAVE THE LANDLORD'S INSURER'S APPROVAL STAMP, TO THE LANDLORD FOR LANDLORD'S APPROVAL AND RECORDS. CONTRACTOR TO OBTAIN ALL OTHER APPROVALS FROM APPLICABLE AUTHORITIES'. AND SUBMIT APPROVED PRINTS TO LANDLORD FOR LANDLORDS RECORDS IV. HVAC G REIMBURSE LANDLORD FOR ALL COSTS OF DRAINING AND REFILLING LANDLORD'S SPRINKLER SYSTEM WHERE SAME IS REQUIRED ID COMPLETE TENANT'S SPRINKLER SYSTEM. H ALL OTHER CODE OR LANDLORD REQUIRED FIRE PREVENTION SYSTEMS AND ACCESSORIES SHALL BE INCORPORATED AS PART OF THIS SCOPE OF YORK TENANT'S SPRINKLER PIPING 4' AND LARGER SHALL BE INSTALLED WITH HANGERS AT EVERY BAR JOIST WHEN INSTALLED PERPENDICULAR TO BAR JOISTS, AND WITH HANGERS SUPPORTED FROM TWO BAR JOISTS EVERY lOor ON CENTERS WHEN INSTALLED PARALLEL TO BAR JOISTS ALL HAREEMS AND /OR SUPPORTS SHALL DE INSTALLED WITHIN 6' OF A JOIST PANEL POINT, J. THE MALL MANAGEMENT, THE LANDLORD'S FIRE AND CASUALTY INSURER, AND THE LOCAL FIRE DEPARTMENT MUST BE NOTIFIED AT LEAST 48 HORS PRIOR TO MAKING ANY O MODIFICATIONS TO THE EXISTING FIRE PROTECTION SYSTEMS). YORK SHALL BE COORDINATED SO THAT ONLY ONE (I) RISER OR BULKMAIN IS SHUT -DOWN FOR ANY GIVEN TIME SPRINKLER S) SERVICE SHALL BE RESTORED TO THE AREAS AFFECTED AT THE E END END O TF EACH WORKING DAY DURING THE CONSTRUCTION PERIOD PIPING TEST - ALL ABOVE GRADE PIPING INSTALLED BY THIS CONTRACTOR SHALL BE TESTED AT A PRESSURE OF 200 LBS. HYDROSTATIC FOR TWO C2) HOURS AND ALL NOTICEABLE LEAKS TO BE REPAIRED UNTIL TIGHT. TEST SHALL BE WITNESSED BY THE OWNER'S REPRESENTATIVE AND WRITTEN CERTIFICATION OF SUCCESSFUL TESTING SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE THIS CONTRACTOR SHALL ALSO BE REQUIRED TO PERFORM ALL OTHER TESTS REQUIRED BY THE PREVIOUS SPECIFIED AGENCY HAVING AUTHORITY. EXHAUST HOODS WHERE REQUIRED BY CODES AND /OR LANDLORD'S PROPERTY AND CASU ARTY INSURERS) SHALL AL INCORPORATE AN APPROVED AUTOMATIC FIRE SUPPRESSION SYSTEH S) COMPLETE WITH FAN INTERLOCK, AUTOMATIC T APPLIANCE SHUT-OFF EC EALVP, ELECTRICAL ODS OC(CSHRT TRIPS), MANUAL RELEASES, S, , ETTC.. , , PER APPLICABLE LODES, , N NFPPA, AND/OR LANDLORD'S FIRE AND CASUALTY INSURER(SP, TGY STUHES AND OTHER STORES THAT HAVE HIGH PILED STORAGE DE PLASTIC MATERIAL AS DETERMINED BY THE LOCAL FIRE MARSHALL AND/OR LANDfRD'S FIRE AND CASUALTY INSURER SHALL BE DESIGNED FOR .3 GPM PER SQ. FT. OVER THE MOST REMOTE 3000 S0. FT, VERIFY REQUIREMENTS A TENANT HVAC SYSTEM CRITERIA 1. TENANT SHALL DESIGN; FURNISH AND INSTALL A COMPLETE NM SYSTEM TO HEAT AND COOL THE ENTIRE PREMISES IN STRICT CONFORMANCE WITH THE CRITERIA AND DESCRIPTION CONTAINED ON LANDLORD'S MECHANICAL DETAIL AND SPECIFICATION DRAWINGS, TIE LEASE AND/OR TENANT MANUA_.T 2 THE HEATING AND COOLING SYSTEM DESIGN SHALL BE BASED ON THE APPLICABLE STATE AND LOCAL CODECS) AND THE INFORMATION PROVIDED DN THE ATTACHED CALCULATION FORM, WICH IS DERIVED FROM THE MOST RECENT DESIGN CONDITIONS LISTED IN THE AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR - CONDITIONING ENGINEERS, CA. S. N R A. E) MANUAL 3. HEAT GAIN CALCULATIONS SHALL BE BASED UPON THE MONTH, DAY AND HOUR OF PEAK SOLAR, THERMAL AND INTERNAL HEAT GAINS USING CODE REQUIRED MINIMUM OUTSIDE AIR'OUANTITIES AT DESIGN CONDITIONS. 4. HEAT LOSS CALCULATIONS SHALL BE BASED T FULL HEAT HE LOSS AND CODE REQUIRED MINIMUM: OUTSIDE AIR REQUIREMENTS AT DESIGN CONDITIONS (CREDIT SHALL NOT BE TAKEN FOR INTERNAL HEAT GAINS). 5. THE FOLLOWING SHALL BE APPLICABLE TO THE CALCULATIONS FOR SPECIAL OCCUPANCIES (E. G., BEAUTY SALONS, PET SHIPS, BARBER SHIPS, GAME OR AMUSEMENT FACILITIES, PHOTDEINISHIG ESTABLISHMENTS, RESTAURANTS, ETC., a. CODE REQUIRED OCCUPANCY LEVEL b. CODE REQUIRED OUTSIDE AIR QUANTITIES c. ALL HEAT PRODUCING GAS OR ELECTRIC APPLIANCE LOADS WITH LANDLORD APPROVED DIVERSITY FACTORS. d. LANDLORD MAKE -UP AIR REQUIREMENTS. ALL MAKE=UP AIR MUST BE CONDITIONED. 6. FOOD TYPE OR OTHER ODOR PRODUCING TENANT'S HVAC SYSTEM SHALL MAINTAIN A SLIGHT NEGATIVE PRESSURE DIFFERENTIAL DETREIN THE PREMISES AND THE ENCLOSED MALL AND OTHER COMMON AREAS DE THE SHOPPING CENTER, 7. NON -ODOR PRODUCING TENANT'S HVAC SYSTEM SHALL MAINTAIN A SLIGHT POSITIVE PRESSURE DIFFERENTIAL BETWEEN THE PREMISES AND THE ENCLOSED MALL AND OTHER COMMON AREAS OF THE SHOPPING CENTER. 8. UNLESS OTHERWISE PERMITTED BY LANDLORD, OUTSIDE AIR, RELIEF AIR, EXHAUST AIR OR - ANYOTHER TYPE OF OPENING OR GRILLE SHALL NOT BE PERMITTED IN OR ON ANY DEMISING PARTITION, SERVICE CORRIDOR WALL OR EXTERIOR WALL OF THE PREMISES OR EXTERIOR WALL OF THE SHOPPING CENTER. 9. TENANT HVAC SYSTEM a. PHASE II, 62 AND FOOD COURT - WHERE A HVAC WITCS) IS TO BE REPLACED OR, WHERE A NEW INSTALLATION IS REQUIRED BY TENANTS, THE HYPE SYSTEM SHALL BE FURNISHED AND INSTALLED CONSISTING OF A GAS OR ELECTRIC HEATING /ELECTRIC COOLING RODETOP .IT(S) TO SERVE THE ENTIRE PREMISES. EQUIPMENT SHALL BE EQUAL TO CARRIER, TRANS, OR YORK PHASE II TENANTS SHALL CONNECT TO LANDLORD'S TOILET EXHAUST DUCT. b. PHASE I - TENANTS SHALL INSTALL A SPLIT SYSTEM AIR CONDITIONER, WITH ELECTRIC DUCT HEAT, LOCATED IN AREAS DESIGNATED ON LANDLORD DRAWING. THE WIT SHALL BE CONNECTED TO THE LANDLORD'S MINIMUM OUTDOOR AIR DUCT WHERE PROVIDED. THE AIR HANDLING UNIT SHALL BE MODULAR, FACTORY ASSEMBLED, DRAW THRU AND SUPPORTED FROM STRUCTURE ONLY IN AREAS APPROVED BY LANDLORD AND PER LANDLORD DETAILS. THE CONDENSER WIT SHALL BE ROOF MOUNTED AND SUPPORTED BY CURB AT LAND Daft S DESIGNATED LOCATION. REFRIGERANT PIPING SHALL BE ROUTED THROUGH LANDLORD DESIGNATED CHASES AND DOCUMENTED IN DESIGN DRAWINGS. CONDENSATE SHALL DE RUN TOLL. PROVIDE CONDENSATE DRAIN IN CORRIDOR, WHEN PROVIDED, OR TO TENANTS SANITARY SEWER OR PUMPED TOLL. APPROVED SEVER. TENANT SHALL ROUTE AS APPROVED BY L. L. PHASE I - FOOD COURT - FOOD TENANTS AND ODOR PRODUCING TENANTS - LOW AMBIENT CONTROL OF MECHANICAL COOLING DOWN TO 0 DEGREES F. AMBIENT TEMPERATURE IS REQUIRED ON ALL FOOD, FWD COURT OR ODOR PRODUCING TENANT ROOFTOP HVAC SYSTEMS AND ALL PHASE I SPLIT SYSTEMS POWERED EXHAUST IS REQUIRED FOR FOOD AND ODOR PRODUCING TENANTS ACGRAVIZYRORI PHASE NTEIS IN POY OR D RELIEF R FOOD ANTS - LOW AM T E LN T C SYSTEM SH PHA II, G2 AND 100 OURS - SUPPORT RTUs ULL PERIMETER CURB AS SU LED BY THE UNI ANUFACTURER ONLY IN STRUCTURALLY AND AESTHE ALLY APPROVED B ANDLORD DETAILS. C -5 G 7 LBS/FT STRUCTUR STEEL CHANNELS OPTS. TO SPAN JOISTS U RTU CURD ALL TENANT BO F EQUIPMENT S HALL BE LOCATED AT A MINIMUM OF FIFTEEN ( 1U) TENT FROM ANY MALL EQUIPMENT, AND FROM ANY NTLIR TENANT'S ROOF EQUIPMENT. NOTIFY LANDLORD'S ENGINEER OF ANY CLNFEICRE. OBTAIN LANDLORD FIELD REPRESENTATIVE'S WRITTEN APPROVAL BEFORE CUTTING ROOF. GOOSENECKS SHALL NOT BE INSTALLED UNLESS SPECIFICALLY APPROVED BY LANDLORD. TEMPORARY WORK PLATFORM (MIN. 4'-0' WIDE) IS REQUIRED CONSISTING OF PLYWOOD COMPLETELY SURROUNDING THE ROOFTOP UNITS) AND OTHER EQUIPMENT DR DUCTS THROUGH THE ROOF. THE ENTIRE WORKING AREA SHALL REMAIN ON ROOF DURING THE ENTIRE PERIOD OF INSTALLATION AND SHALL BE REMOVED FROM HE ROOF AND THE SHOPPING CENTER SITE UPON COMPLETION OF THE INSTALLATION BY CONTRACTOR. AL L RODE MOWTED FA NS, TOILET EXHAl1STERS, AND MISCELLANEOUS EQ SHALL DE OF A N D LORD'S T WIT FABRICATED RODE CURBS AS DETAILED ON LANDLORD'S TYPICAL TENANT'S H MECHANICAL DETAILS AND SPECIFICATIONS DRAWINGS. ROUTE ELECTRIC POWER AND CONTROL WIRING THROUGH A SEPARATE ROOF PENETRATION FOR EACH DF THE CONDUITS F LASH PENETRATION PER LANDLORD DETAILS. DD NOT ROUTE POWE C THROUGH RODE CURB WALL DO NOT DRILL HOLES IN CONDENSATE PAN OR COMPRESSOR /CONDENSER SECTION FLOOR. 1 ALL TENANT ROOF MOUNTED EQUIPMENT SHALL BE IDENTIFIED WITH A LANDLORD SUPPLIED LABEL. THE TENANT SHALL CONTACT THE MALL MANAGEMENT FOR THE NECESSARY LABEL IF THE LANDLORD'S LABEL IS NOT AVAILABLE THE ROOF TOP EQUIPMENT SHALL BE MARKED WITH THE TENANT'S NAME AND UNIT NUMBER WITH A MINIMUM OF 1 -1/2' STENCILED LETTERS. K FRAME ALL SIDES OF ROOF PENETRATIONS, IF ONE SIDE OF PENETRATION IS GREATER THAN 12 INCHES, WITH X 3• X 1/4' ANGLE TO SUPPORT THE CL METAL DECK ANGLES SHALL BE CLAMPED OR WELDED TO THE STRUCTURAL STEEL JOISTS, BEAMS, OR GIRDERS AND SHALL BE INSTALLED TIGHT TO THE BOTTOM OF THE ROOF DECK. INSTALLATION SHALL BE AS APPROVED BY THE LANDLORD. DO NOT DRILL JOISTS! L ROOF MOUNTED EQUIPMENT PROJECTIONS NENE OF TENANT'S HVAC EQUIPMENT OR ANY OTHER TENANT ROOF TERAMTED CONSTRUCTION SHALL BE VISIBLE ABOVE THE EXTERIOR WALL PARAPET, UNLESS OTHERWISE PERMITTED BY LANDLORD. IF PERMITTED, TENANT SHALL, AT TENANT'S EXPENSE, PAINT ALL SUCH HVAC EQUIPMENT OR ROOF MOUNTED CONSTRUCTION AND /OR PROVIDE SCREENING FOR SAME AS MAY BE REQUIRED BY LANDLORD K DIFFUSERS, GRILLES AND REGISTERS SHALL BE STEEL OR ALUMINUM AS MANUFACTURED BY TITUS, BARBER- C'OLM, OR OTHER APPROVED WITH OPPOSED BLADE DAMPERS. RETURN N AIR R BETWEEN STOCK AND SALES AREA SHALL NOT RELY UP. ANY ACCESS WAY (DOORWAYS, YINIDY OPENINGS, ETC) BETWEEN STOCK AND SALES AREAS N AIR BALANCE ALL EQUIPMENT, INCLUDING ROOFTOP UNITS, DIFFUSERS, REGISTERS, AND GRILLES TO THE AIR QUANTITIES INDICATED ON THE PLANS OR ON THE SCHEDULE TO WITHIN 10X OF VALUES. a FLEXIBLE CONNECTORS WHICH ARE CODE APPROVED ARE REQUIRED ON DUCTWORK CONECTIONS TO AIR MOVING EQUIPMENT ICLUOING ROOFTOP AIR HANDLING UNIT.), AND HANKS), P. FIRE DAMPERS ARE REQUIRED TO BE INSTALLED IN ANY OPENING IN ANY PARTITION WHERE TEE OPENING OCCURS PROTECTION ON THE SIZE OF THE PARTITION AND ATONE THE SPRINKLER PROTECTION ON SHE C OTHER PARE OF F IRETAIPE, AND PENETRATIONS FISE DATED TED CONSTRUCTION PER UAC. THE TION D THE LEVEL BE OF THE SPRINKLER FIRE DAMPERS SHALL FEU. . U.L. DE LISTED AND INSIDLLTALLED D OPE PER REQUIREMENTS. FIRE DAMPER( S) SOLI. DE RU9CIN, AIR BALANCE, , OR OTHER LANDLORD APPROVED. Q. ALL NON-HOODED DUCTWORK, FITTINGS, HANGERS, FABRICATIONS, INSTALLATIOS, MATERIALS AND METHODS SHALL BE GALVANIZED SHEET METAL FABRICATED AND INSTALLED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF SRAGE NFPA, ALL CODES AND AS DETAILED ON ➢RATINGS. UNLESS OTHERWISE NOTED. SUPPLY, RETURN, AND EXHAUST DUCTWORK SHALL BE CONSTRUCTED IN CI FORMNCE WITH THE If W. G. POSITIVE/NEGATIVE PRrssoW TABLE ALL DUCTWORK SHALL. BE INSTALLED AS HIGH AS POSSIBLE R WHERE APPROVED FUR INSTALLATION BY THE LANDLORD, FIBERGLASS DUCTWORK SHALL BE 1.-I/2' OVENS /CORNING TYPE 800 FRK INSTALLED PER THE MANUFACTURER'S AND SMACNA' S REQUIREMENTS FOR SUPPLY AND RETURN AIR DUCTWORK. S INSWATE ALL SUPPLY AIR. OUTSIDE AIR, AND COMBUSTION AIR DUCTWORK WITH RELY THICK EXTERIOR FIBERGLASS DUCT INSULATION WITH VAPOR BARRIER PER MANUFACTURERS REQUIREMENTS AND RECOMMENDATIONS. IF CONDENSATE FUNS ON ANY NALL OR TENANT SURFACE, INSULATE AS REQUIRED TO ELIMINATE THE CODENSATIIX T. FLEXIBLE WCTWQII( SHALL ONLY BE PERMITTED TO BE INSTALLED FOR THE FINAL VERTICAL CONNECTION TO DIFFUSERS THE MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE LIMITED TO 5'-0' FOR ANY ONE DIFFUSER CONECTION. FLEXIBLE DUCT MATERIAL SHALL HAVE A FLAME SPREAD LESS THAN 25 AND A SMOKE DEVELOPED RATING LESS THAN 5D SECURE BOTH ENDS WITH APPROVED PLENUM MATERIA- L'. DUCTED (ETON AIR SYSTEMS SHALL ONLY BE INSTALLED WHEN REQUIRED OR APPRINEI BY M ANNX ARIL WHEN A DUCTED RETURN AIR SYSTEM IS REQUIRED OR PERMITTED) BY LANDLORD, FURNISH AND INSTALL RELIEF GRILLES IN CEILING TO PREVENT FREEZING RELIEF GRILLES SHALL BE SIZED AT 1 SQ. FT. PER 300 SQ. FL LEASABLE F AREA DUCTED RETURN AIR SYSTEM GRILLES SHALL BE SIZED FOR A MAXIMUM OF 500 F.P.M. VELOCITY. V. SEAL DUCT PENETRATIONS AT DEMISING WALLS WITH MATERIAL APPROVED BY APPLICABLE CODE AUTHORITIES. K TENANTS WHICH, IN THE SOLE OPINION DE THE LANDLORD, PRODUCE ODOR SHALL PROVIDE AN EXHAUST SYSTEM AND/OR OTHER SYSTEMS, WHICH RILL PREVENT SUCH ODORS FROM ENTERING THE MALL COMMON AREA OR OTHER TENANT SPACES. TENANT'S CONTRACTOR MUST TAKE TIE MIMING ACTION FDR THE START UP DE ALL NEW HVAC WITS PRIOR TO OPENING THE PREMISES FOR BUSINESS CONTRACTOR SHALL PROVIDE Lama. non WITH WRITTEN VERIFICATION FROM AN AUIIIRIZED REPRESENTATIVE OF TIE INSTATED DADA EQUIPMENT MANUFACTURER THAT THE HVAC EQUIPMENT IS INSTALLED ARO OPERATING IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S REQUIREMENTS IN THE EVENT THE M Am TRD DETERMINES TENANT'S HVAC EQUIPMENT IS NOT OPERATING IN ACCORDANCE WITH THE EQUIPMENT MWFACNRER'S RECUMEIDATIMS, LAN@ORWS FIELD RERESENTATIVE SHALL , WITHIN FIVE (5) DAYS FROM LANRUD'S WRITTEN NOTICE 70 TENANT OR TENANT'S CONTRA TIR DE S.W. CORRECT SUCH OPERATIONAL DEFICIENCY. Y. E)DWST FANS TOILET ROOM BY LIGHT SWITCH, 25'a +a. STATIC COfEC LAND URDS FANS DE CEILIG BAC ERAFT -a- FAN SHALL OSIER a '•R- NOWOED UP:- T CENTRI SHALL IE SW WITH D • 1EME_ GRF_ASE a FAILS REWIRED FOR RELIEF. MANE= -UP AIR OR EXHAUST (EXCEPT RE AN UPBLAST v,'I MOUNTED FUGAL TYPE - A BELT OR DI'. -T DRIVEN ED MOTOR OUTS I i• TIE AIR CLASS B BE USED FORM TEMPERATURE 'CATIONS. ALL '• NFANS SHY, I TE A .I). RERBRARHN_ANC ED A MOTOR I. aTED DAMPER I L.+aG WITH FI• RATION A SERV. DI .L.. CT SNITCH % THE FAN HALF • HIDED DHAUST HAVE A TOILET DDIAUST FAN CONTROLLED PER CODE EXHAUST FANS TYPE APPROVED AILED OUT DE THE FANS SHALL MEET! A 96 REQUI NSTAU ED DETAIL TED AT MINIM. T FAN SHALL BE ILET EXHAUST iA TOILET EXHAUST WITH INTEr GRILLES, AND PENN, r-.aa ... M UNE NE OR Q AND FOOD03 SHALL IBS J- A SMOKE RELIEF FAN OR IIED DAMPER AN CAPAC[FI SHALL BE 1 AND ONE PER SQUARE FOR O= AAHF��4 AT 0.25 INCH W. HOODS. DEETWRK AND ACCESSORIES SHALL BE SIZED, CONSTRUCTED AND INSTALLED ED PER NFPA 96 AND ALL STATE AND LOCAL CODES, AND IANIX mD•S INSURANCE UNDERWRITERS HODS SHALL BE U L LISTED. 2 DUCTWORK AND HUD MATERIAL SHALL BE WELDED 16 GAUGE STEEL DR 18 GAUGE STAINLESS STEEL OR AS OTHERWISE REWIRED BY CODES STAINLESS STEEL CONSTRUCTION SHALL BE USED BELOW FINISHED CEILING IALESS DTIERWISE APPROVED BY LANDLORD REPRESENTATIVE 3. ALL SEAMS AND .FLINTS SHALL HAVE LIQUID TIGHT COTINUFUS EXTERNAL WELDS 4. DUCTS SHALL BE INSTALLED WITHOUT FIRMING DRIPS AND TRAPS WHICH MIGHT COLLECT RESIDUES SLOPE DUCT TOWARD p N®0 RE HOD E)DWST DUCTS SHALL BE INSULATED WITH NIGI TEMPERATURE INSULATION 5. THE AIR VELOCITY THROUGH ANY DUCT SHALL NOT DE LESS THAN 1,500 FEET PER MINUTE NOR GREATER THAN 2200 FEET PER MINUTE. 6. ACCESS IFFRS SHALL BE GASKETED AND PROVIDED FOR INSPECTION AND CLEANING AND SHALL DE INSTALLED AT EACH CHANGE DE DIRECTION 7. [NiEASE SHALL BE CHARGED VERT'RC�LY ABOVE RDOF AT UDE 7H� DUIIiFy1 HEIGHT. `` VE 8, TEN CONTRAC SHALL FURNISH INSTALL A • ASE CARD TEN FOR EASE EXHAUS S. 'GREASE D' SHALL MANUFAC GR BY 'GREASE GUA ' (1- 800 -28 273) 9. MAINTAIN MINIMMUI CLEARANCES BETWEEN DUCT AND OTHER STRUCTURES AS REQUIRED BY CODE I0. INSULATE AND /OR ENCASE DUCT ABOVE CEILINGS. INSTALL AS RED BY CODE AND PROVIDE CLEARANCES FROM COMBUSTIBLES AS REWIRED BY CODE. FLUES SHALL BE METALBESTOS TYPE B OR. IF MORE STRINGENT, AS REQUIRED BY CODE. INSTALL IN A 1 HOUR FIRE RATED SHAFT, NON COMBUSTIBLE CONSTRUCTION, WITH CODE REQUIRED CLEARANCES AND INSULATED WITH FIRE RATED INSULATION, UP THROUGH. ROD, NO FIRE DAMPER SHALL BE INSTALLED IN HOOD EXHAUST. AB. FIRE DETECTION AND SMOKE CONTROL SYSTEM 1. THE HVAC SYSTEM SHALL INCORPORATE AN INTEGRATED SMOKE CONTROL SYSTEM AS FOLLOWS a. FURNISH AND INSTALL, IN THE SUPPLY DUCT SECTION OF THE ROOFTOP UNIT OR AIR HANDLER, U. L LISTED IONIZATION DUCT TYPE SMOKE DETECTORS LOCATE SMOKE DETECTORS IN AN ACCESSIBLE LOCATION, COMPLETE WITH DISCONNECT SWITCH FOR SERVICING AND RESETTING OF THE SMOKE DETECTOR WITH INDICATOR LIGHTS 2. PHASE I - PHASE II - 4. FOOD C T AND G2 T SMOKE BETE SHALL, UPBp ACTIVATI , SHUT DOWN VAC SYSTEM, UND AN AUD VISUAL AL HORN COCA ATHE T F OF THE STO b. AS PHAS I, ITEMS b,c d d AND AS ASE I. 5. PROVIDE ALL ADDITIONAL CONTROLS REQUIRED TO PERMIT THE SEQUENCE DESCRIBED ABOVE, AC TEMPERATURE CONTROLS, WIRING AND MISCELLANEOUS REQUIREMENTS I. ALL CONTROLS SHALL BE A PNEUMATIC. CONNECT TO LANDLORD'S CENTRAL PNEUMATIC AIR SYSTEM. 2. ALL OTHER CONTROLS SHALL BE A MAXIMUM OF 24 VOLTS. ALL CONTROL WIRING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH NATIONAL ELECTRICAL CODE. 3. ALL EXHAUST FANS (EXCEPT TOILET EXHAUST FAN) SHALL INCORPORATE STARTERS AD AE AF. AG. AN M. AJ. ALL EXISTING AND NEW WIRING IN PLENUM AREAS SHALL BE MODIFIED AND/OR INSTALLED IN CONDUIT OR BE CABLE LISTED FOR USE IN PLENUM AREAS. FIELD VERIFY ALL EXISTING WIRING TO DETERMINE THE EXTENT OF THE REQUIRED MODIFICATION 5. CONTROL WIRING FOR HVAC CONTROL SHALL BE MULTICOLORED CABLE (8) - 16 AWG WITH 600V JACKET INSULATION 6. THERMOSTATS FOR TEMPERATURE CONTROL SHALL BE OF THE PNEUMATIC TYPE, REVERSE ACTING, OR OTHER LANDLORD APPROVER MODIFY INSTALLATION OF ALL EXISTING CONTROLS AS REQUIRED BY LANDLORD FOR PROPER OPERATION OF THE HVAC SYSTEMS. 7. CONTRACTOR TO FURNISH 'AS BUILT' DRAWINGS OF THE TEMPERATURE CONTROL SYSTEM INCLUDING ALL HVAC EQUIPMENT CONTROL DIAGRAMS AS SUPPLIED BY THE EQUIPMENT MANUFACTURER AND ALL FIELD INSTALLED WIRING AND CONTROLS TENANT SHALL INSTALL ROOF TREAD PADS AROUND ALL ROOF MOUNTED EQUIPMENT AND TO LANDLORD'S MAIN TRAFFIC AISLE CONSULT LANDLORD ROOF FOR APPROVED TREAD PADS NO HVAC EQUIPMENT, DUCTS, ETC) SHALL BE INSTALLED IN DEMISING VALLS. PAINT ALL EXTERIOR EXPOSED METAL WITH RUST PREVENTITIVE PAINT. ALL INSTALLED EQUIPMENT AND ACCESSORIES AND PIPING SHALL BE INSTALLED PER COD: REQUIREMENTS FOR SEISMIC AREA ZONE MODIFY INSTALLATION DETAILS TO CONFURM AS REQUIRED ALL TENANTS SHALL PROVIDE PROBABLE ABC FIRE EXTINGUISHERS AS REQUIRED BY THE LOCAL FIRE PREVENTION AUTHORITY HAVING JURISDICTION.. EXTINGUISHERS SHALL BE LOCATED .TO HAVE A MAXIMUM TRAVEL DISTANCE FROM ANY POINT IN THE TENANT SPACE TO AN EXTINGUISHER DE SEVENTY-FIVE C75) FEET. THE MINIMUM REQUIREMENT SHALL DE TWO EXTINGUISHERS WHICH ONE SHALL BE LOCATED IN THE SALES AREA AND ONE IN TIE STORAGE AREA (OR REAR OF WIT.) NO EQUIPMENT SHALL BE INSTALLED IN THE CODE REQUIRED EXIT CORRIDOR A CLEAR 44 INCH MINIMUM IS REQUIRED (VERIFY WITH ARCHITECT. ALL TENANT'S ROOFTOP HVAC EQUIPMENT SHALL BE PROVIDED WITH A MANUFACTURERS OPTIONAL CONDENSER IL GUARD TO PROTECT AGAINST HAIL DAMAGE, DEBRIS AND VANDALS / H. SMOKE DETECTOR, UPON ACTIVATION, SHALL SHUT DOWN THE HVAC SYSTEM AND NOTIFY AN APPROVED CENTRAL STATION MONITORING COMPANY. CONSULT CITY OF TLKWILA FOR A LIST OF U. L LISTED AND APPROVED CENTRAL STATION MONITORS. N ACTIVA LANDLORD AND ACTIN:. E` AN FURNIS NSTA'. 1 ON A FA ACTIVATE AN STORE UP TENANT SHALL INSTALL AM ADDITIONAL SMOKE DETECTOR AT TO(F THE SRE FROM P EN ONE FRO g.A.A NT. L SHORE DETECTORS FOR -.• 3D O THE -LIKE DETECTOR, THE HV SYSTEM, NOT AND SMOK +NTROL SYSY ROOF MOUNT SMOKE RELI MOTORIZED DA '• • AND 1 PER DETAIL T SYSTEM SHAH SUAL ALARM AT FRONT OF AC NATION. c, MINIM FM CAPACITY 0 RIF MOUNTED FAN SHA BE DNE AND ONE •': CFM PER GROSS L LE AREA AT 0.25 CH WATER VIDE I DE ALL ADDITIA CONTROLS PERMIT THE SE F INCLUDIN C E DESCRIBED A' DE THE OUTDOOR R DAMPER IN THE E. �, UNIT. Y F SHALL SHUTDOWN IRE DETECTION A SEPARATE WITH A - GATED CURB IHLE E RELI ARE FOOT STATIC ' IRED TO CLOSING CIryOF �KMO'Kq AUG 2 s 007 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 ST4A2gU S SEATTLE, WASIDAGTOI MECHANICAL DETAILS AND SPECIFICATIONS Sheet 3 of 6 MAIM DT DRAVANG NUMBER: UNIT NUMBER DBA THIS SHEET & TTG•01 MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS The Richard E. Jacobs Group REVISIONS LU REASED 7/15/98 AL REVISED 1/15/96 ? REVISED 6/13/ 1Q REVISED 4/13/95 SCALE: REVISED BY: FILE NAME SCNTTM3 JOB NUMBER DATE DATE TTM -3 SECUR ASE TO CURB WITH LA SCREWS 12' U.C. MIN. OF 2 R SIDE FABRICATED CURB SEE CURB DETAIL FLOOR SLAB SECURE BASE 1 CURB WITH LAG SCRE 12' O.C. MIN. OF (2) PER FABRICATED CURB - SEE CURB DETAIL EXISTING METAL DECK DUCT INSULATION SEE SPECIFICATION SLEEVE 1/2' CLEAR MIN., 3/4' CLEAR MAX. PACK WITH OAKUM & APPLY SEALANT AT REMOVE CONCRETE FLOOR TOP FOR GAS SEAL. FLUSH WITH FLOOR. FOR PIPE PENETRATION ONLY. 1/2' WIDE x 3 /4'DEEP RECESS AT DO NOT CUT REBAR PERIM. OF CONC. PATCH. FILL WITH REPLACE CONCRETE SEALANT FOR GAS SEAL. N.T.S. ECHANICALLY ROUGHENED JOINT PIPE FORM UNDERSIDE OF SLAB ANGER TUNNEL UNDER EXISTING SLAB FOR PIPING STUCTURAL SLAB PIPE PENETRATI ❑N DETAIL 19 NTS x NOTE. SEALANT TO BE MIN. OF 1/2' THICKNESS OF BFC BETASEAL NO. 169 BFC DIVISION OF ESSEX CHEMICAL CORPORATION OR APPROVED EQUIVALENT OF MINNESOTA MINING AND MANUFACTURING CO., OR BENJAMIN FOSTER. NOTE ALL DUCTWORK BELOW SLAB SHALL BE CONSIDERED CONFINED SPACE. INSECT SCREEN / / RESILIENT GASKET SEAL INTAKE BASE ; z ��''�' Mf•O 1iiiI► EXISTING METAL DECK ___ii DPER, 4 RIGID CONDUIT BY ELECTRICAL MOTOR OPERATED DAMPER CORNER TO BE CUT FOR CONDUIT ROUTING _ 3,3'x1/4' ANGLE FRAMING DUCT INSULATION -� CO SIDES- SEE CURB DETAIL 26 SEE SPECIFICATION NOTES. 1. H.V.A.C. CONTRACTOR TO COORDINATE INSTALLATON W /LANDLORD SROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING S. COUNTERFLASHING INSTALLATION. ❑,A. INTAKE GRAVITY RELIEF DETAIL EXISTING INSULATION SECURE CURB TO DECK W/ SCREWS 12' D.C. MIN. OF 2 PER SIDE. TT -12 GREENHECK GRS- SERIES OR EQU..L RESILIENT GASKET SEAL EXHAUSTER BASE EXISTING INSULATION SECURE CURB TO DECK W/ SCREWS 12 O.C. MIN. OF 12) PER SIDE. 3 ANGLE FRAMING MOTORIZED DAMPER (4) SIDES- SEE CURB DETAIL NOTES: AS REQUIRED ~`+„ 1. H.V.A.C. CONTRACTOR TO COORDINATE INSTALLATON W /LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING & COUNTERFLASHING INSTAISL TION. EXHAUSTER DETAIL (TOILET, SMOKE, MISC.) N.T.S. TT -11 EXISTING ROOFING MEMBRANE /ROOF GREASE COLLECTION DEVICE IS REQUIRED. INSTALL PER MANUFACTURER'S REQUIREMENTS. TENANT MUST EMPLOY GREASE GUARD, TO INSTALL CALL 1 -800- 284 -8273 FOR INSTALLATION SECURE BASE TO C WITH LAG SCREWS 1 O MIN. OF 2 PER SIDE ONE PIECE WELDED ALUMINUM FAN SUBBASE CONTINUOUS PIANO TYPE PIANO HINGE FABRICATED CURB SEE CURB DETAIL EXISTING ROOF DECK RIGID CONDUIT BY ELECTRICAL MOTOR OPERATED DAMPER CORNER TO BE CUT FOR CONDUIT ROUTING GAS UNE ON ROOF GAS UNE SUPPORT sFF_DFTaL 0 E N.T.S. EXISTING ROOF REQUIRED FREE AREA SIZED ON 500 FT. /MIN VELOCITY GAS VALVE-? ANGLE IRON COPED EACH END TO FIT OVER JOIST CLAMP OR WELD ANGLE TO JOIST. STEEL WASHER CLEVIS HANGERS - PIPES 1 - 1/4" & SMALLER 8' -0" MAX. O.C. PIPES 1 -1/2" & LARGER 10' -0" MAX. O.C. GAS LINE ALUMINUM ROOF UPBLAST FAN RESILIENT GASKET VENTED CURB EXTENSION CAIR VENTS ON ALL(4) SIDES) RESILIENT GASKET FLASHING BY GREASE GAURD CONTRACTOR 16 GA. FABRICATED CURq_ SEF DFTAII SEE DETAIL 26 FOR FRAMING. REQUIREMENTS 2' -0" MAX. DISTANCE 1ST SUPPORT FOR PIPE AND /OR CONDUIT FLASHING THRU ROOF SEE DETAIL® 4" DIRT LEG DIRT LEG MIN. 6" AT EACH CHANGE OF ELEVATION. GAS PIPE THROUGH ROOF DETAIL 0 8 N.T.S. NOTES. L FOR BALLAST SYSTEMS REPLACE BALLAST AFTER WORT( IS COMPLETED 2.- NEW INSULATION TO MATCH EXISTING INSULATION HEIG T OF THE SAME OR GREATER THERMAL RESISTANCE VALUE. 3. ROOFING TO BE INSTALLED AND FLASHED - IN WITH MATERIAL MATERIAL PER MANUFACTURER'S RECOMMENDATIONS, 4. HVAC CONTRACTOR TO COORDINATE INSTALLATION WITH LANDLOR FLASHING AND COUNTERFLASHING INSTALLATION. 5. USE SELF DRILLING FASTENERS FOR METAL DECK,TOGGLES FOR GYPS RESTAURANT GREASE FAN AND PAN DETAI ROOF UPBLAST FAN RESILIENT GASKET SEAL FAN BASE 3" BOVE ROOF HOLD DOWN CLIP DOUBLE NUTTED 3/8" ROD (MIN.) EXISTING INSULATION NOTE: H.V.A.C. CONTRACTOR TO COORDINATE INSTALLATON W /LANDLORD ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING & COUNTERFLASHING .NSTALLATION, RELIEF /R ❑OF EXHAUST FAN DETAIL N.T.S. TT -10 NOTE: TO BE USED FOR HVAC RELIEF /SMOKE RELIEF AND ROOF EXHAUST FANS. III 7 EXISTING INSULATION TT -21 SECURE CURB TO DECK W/ SCREWS 12' O.C. MIN. OF 2 PER SIDE. NON DUCTED EXHAUST AIR SYSTEM ABOVE CEILINGS INSTALLED 2' DEEP SOLDERED LIQUIDTIGHT DRIP PANS 3'x3'%1/4' ANGLE FRAMING SIDES- SEE CURB DETAIL 6 GROUND JOINT UNION 3"x3 "x1/4" ANGLE ANCHOR PIPE TO ANGLE WTIH STD. U -BOLT GAS PIPE MIN. 1 -1/4" LOCATE AWAY FROM BUILDING WALL & 15' -0' FROM OUTSIDE AIR INTAKES EXTEND FLASHING OVER TOP OF INSULATION AND FASTEN AT B'UG. CONDUIT SEE DETAIL V9 FOR CONDUIT ROOF PENETRATION AIL EXISTING INSULATOON EXISTING ROOF DECK BOLTED PIPE CLAMP CONTINUOUS FASTENOM, STRIP AND APPROVED FASTENERS AT 812C. CAP SEAL OFF METAL DECK FROM DUCT OPENING W/26 GA. SHEET METAL ALL SIDES TO MATCH EXISTING. INSTALL ROOFER FOR PROPER SEQUENCE TB PERMIT DECKS. 1/4' x 6' LG. GALVANIZED STEEL LAG BOLTS- BEATS TO HEAD BLOCKING TOGETHER 1/4' x 2' Lc. LAG BOLT FASTEN PIPE CLIP TO BLOCKING GAS LINE (MIN. SIZE = HUMANE PAD 18'x18' (MINI ROOFING PLAN PLUMBING CONTRACTOR IS RESPONSIBLE TO PROVIDE GAS LINE SUPPORTS FOR ALL GAS LINES INCLUDING TENANTS PIPE SLEEVE AND CLIP. AS 4" REQ'A NOTES SECTION I. SUPPORT REQUIRED EVERY (0' -0' D.C. AND AT CHANGES IN DIRECTION. 2. INCREASE HEIGHT AS REQ'D FOR ROUTING ABOVE ROOF MOUNTED ACCESSORIES SUCH AS EXPANSION JOINTS. 3. PVC PIPE SLEEVE SHALL BE THE NEXT SIZE PIPE DIAMETER LARGER THAN THE OUTSIDE DIAMETER OF THE PIPE. GAS LINE SUPPORT DETAIL PATE CO. EQUIPMENT SUPPORT STYLE ES -2H 5- 1/2'x15' MIN. 18 GA.- ALL WELDED FIRE TREATED WOOD BLOCKING. ALL (4) SIDES OF CURB. NOMINAL 6' WIDE x THICKNESS TO MATCH INSULATION THICKNESS. NOTCH WOOD TO LAY FLAT OVER UNANNEL REINFORCED JOIST INDICATED ON MECHANICAL AND /OR STRUCTURAL PLANS WITH L STUB COLUMNS 2. BLOCK OUT AREAS 3. JOISTS - MARKED WITH AN ASTERISK (M) 4. VERIFY LOCATION WITH LANDLORD REPRESENTITIVE 5 NOTES 1. UNITS UP TO 1880 LBS. TOTAL WEIGHT SHALL BE SUPPORTED MINX2) JOISTS. 2. UNITS GREATER THAN 1880 LBS. BUT LESS THAN 2800 LBS. TOTAL WEIGHT SHALL BE SUPPORTED ON MINX3)JOISTS, 3. HVAC CONTRACTOR TO ALLOW ROOFER TO INSTALL COUNTERFLASHING PRIOR TO INSTALLING PATE CURB CAP. CONDENSING UNIT AND OTHER SPECIAL 18 ROOF MOUNTED EQUIPMENT SUPPORT DETAIL NTS TT -18 SLOPE AWAY FROM PIPE CHAS LBOSTUT PIPE CI.AMP� PIPING CURD SUPPORT PATE CD ES STYLE IA 12 HIGH MINIS GA W/2,4' NAD_ER B� CURB TO BE MAX. 8' -B' DC HUMANE PAD ON TDP BF ROOFING EXISTING METAL DECK SECTION A SECURE CHASE TO METAL DECK AT V4 POINTS WITH 2x2x1 I/2 W DE 16 GAUGE SHEET METAL CLIP ANGLES AND FASTEN TO CHASE WITH SCREWS SECTION -'A" PLAN FASTEN CURB TO CHANNEL AT 24' O.C. MAX. (MIN. 4 PER CURB) 18 GA GALV MTL CURB SECTION - "C' EXISTING INSULATION EXISTING METAL DECK NOTE. UCTION NT SLOTTED HOLES IN CO 11N➢ CLOSURE CONDUIT PIECE FOR PIPING 1/4' SMALLER TNAN OVERALL E. COMPRESS INSULATION AN➢ FORCE INTO PLACE LK PERIMETER OF PO'ESVER Fria INSULATED COVER CLOSURE PIECE BELOW PIPING AND BEHENB COVER SECURE TO CURB CAP. LIQUID CUT INSULATION TO MEET WOOD BLOCKING BOLT CHANNEL TO EACH JOIST WITH MACHINE BOLT, NUT A. WASHER. DO NOT DRII J JOIST, - CLOSURE PIECE . FASTEN COVER AT 12 THRU CURB CAP RESAIENT GASKET RIGI➢ INSULATION TD ATCH THICKNESS OF WOOD N A➢HERE TU CURB FABRICATED CURB. SEE CURB DETAIL V6i SECURE CURB TO METAL DECK AT 12'O.CMAX.MIN. 2 PER SIDE) 6'0IA. GALV. METAL REFRIGERANT ONLY 0 UTA Cl1.RpFEIV TC'kWn A 'G� UNIT NUMBER DBA THIS SHEET k TTO -01 MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS The Richard E. Jacobs Group REVISIONS /( REVISED 7/15/98 Q2 REVISED 1/15/96 A REVISED 7/10/95 VIBRATION ISOLATION GROMMET 1' RUBBER SHEAR PAD OR SPRING ISOLATOR FOR ROOF MTD. EQUIPMENT PATE SHEET METAL CURB CAP VC PIPE SLEEVE SEE NOTE 43 I WIDE 20 GA. GALVANIZED STEEL PIPE CLIP FOR THE PVC SLEEVE. ) 4'x4' WOLMANIZED WOOD BLOCKS ROOF JOIST 11111:1OUTLINE OF EOUIPMEN �'I r 4' MAX NOTES. PLAN ETAL DECK SECTI ❑N -'B" OLT CHANNEL TO EACH JOIST CHANNEL. SUPPORT ON TOP OF DECK EQUI PMENT SUPPORT CUR ROOF MTD. EQUIPMENT LAG BOLT WITH FLATWASHER SECURE CURB CAP TO CURB WITH SHEET METAL SCREWS AT 12' O.C. PATE WOOD NAILER RIGID INSULATION THICKNESS TO MATCH NAILER OVERHANG - ADHERED TO CURB REFRIGERANT PIPING 7 ROOF CHASE AND PIPE SUPPORT DETAIL C ENTER 1. HVAC CONTRACTOR TO COORDINATE INSTALLATION WITH LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING AND COUNTERFLASHING INSTALLATION. 2. CHASE AND COVER INSTALLATION - 1' THICK NFPA COATED, PINNED ON 4' CENTERS AND GLUED TO SHEET METAL 3 CAULKING TO BE SILICONE BASE AND WATERPROOF. SOUTHCENTER DRAWING NUMBER: SEATTLE WAS-99610N MECHANICAL DETAILS AND SPECIFICATIONS Sheet 4 of 6 SCALE: REVISED BY: FILE NAME SCNTTM4 JOB NUMBER DATE DATE: TTK4 -4 APPLIANCE HEAT GAIN CALCULATIONS APPLIANCE NUMBER APPLIANCE NO�.F FUEL/ MOTORS INPUT FACTOR I NPUT K.W. BT. SENSIBLE SENSIBLE HEAT GAIN LATENT FACTOR LATENT HEAT GAIN z 05 o °w a w o o w a w � ° a IV4 GAS I . 33 Efr6 - .17 EL2C:T A . ELECTRIC GAS X .33 .10 F U 2- .17 flJ EA eel Jrak /, ELECTRIC MOTORS ELECTRIC ®■ IX i'1,6 3413 1 354 .14 .30 .30 101 Ofr 4,4,68 c vti}!= Ar T' r 1 91 04 1 l?- 0• ,. J 60 � OTHERS TOTALS � 4 r I ' 7 r [SO 0.66 ii,bq( 31, 0.33 q 3 1 11110 MANUFACTURER MODEL MOUNTING IT KITCH= : EXHAUST FAN fr_MOTOR H.P. CFM POWER V/ HZ/ 0 FAN RPM. E.S.P. DRIVE BELT CURB APPLIANCE SCHEDULE APPLIANCE NUMBER APPLIANCE FUEL TYPE GAS /ELECT. FUEL RATING BTUH /KW HOODED UNHOODED a 152, bk_coE2 14.4= ' 7 KW I Efr6 - 6rtoofQ EL2C:T I.2K X F U 2- EfN&E.5 EA eel $ `,< c;oPP 4. RIOD . .. Ar t+T E'3 5 itERRIb, IT 0,7V K & /e&. X t 33Y F060 C ` H d.6KIJ X Col73ENZEC e 3(L/ rU Atr.44, I. E , I�) ( D GHkweH&Y, 11 (t) /A - -' - - -_ - ) M.IAtOk tte,E 2 "x4" FIRE TREATED WOOD NAILER. SECURE TO CURB AT 12 "O.C. (MIN. 2 PER SIDE). FABRICATED 16 GAUGE GALVANIZED SHEET METAL ALL WELDED CONSTRUCTION. PAINT AFTER PAINT WITH RUST RESISTANT AFTER FABRICATION. FABRICATE HGT. OF CURB SO THAT HGT.ABV.ROOFING SURFACE IS A MIN. 10 ". FOR HOOD EXHAUST SYSTEMS SEAL OFF OPENINGS IN DECK W/ METAL PLATE SECURE CURB TO DECK WITH SCREWS AT 8" O.C. SEE NOTE #2 12 MIN. SEE NOTE #1 3 "x3 "x1 /4" ANGLE FRAMING ALL SIDES OF DUCT PENETRATION, WELDED OR BOLTED TOGETHER. COPE ANGLES PERPENDICULAR TO JOISTS TO ALLOW TOP LEG TO SET ON TOP CHORD OF JOIST. WELD OR CLAMP ANGLES TO JOIST. ANGLE MAY BE OMITTED ON SIDE OF DUCT OPENING WITHIN 6" OF JOIST. 1/2 SECTION 'A' USE THIS DETAIL FOR NON - REMOVEABLE EQUIPMENT 1 1/ " 2'x2" FIRE TREATED WOOD NAILER. SECURE TO CURB AT 12 "O.C.(MIN (2) PER SIDE) USE THIS DETAIL FOR REMOVEABLE EQUIPMENT RIGID INSULATION TO MATCH THICKNESS OF NAILER. ADHERED TO CURB. CUT INSULATION TO MEET WOOD BLOCKING EXISTING INSULATION TO REMAIN. REPLACE ALL DAMAGED INSULATION TO MATCH EXISTING. METAL DECK EXISTING JOIST FIRE TREATED BLOCKING ALL (4) SIDES OF CURB. NOMINAL 6NIIDE x THICKNESS TO MATCH INSULATION THICKNESS. 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 ". DETAIL OF FABRICATED CURB 26 N.T.S. TT -26 FOR HOOD EXHAUST OR WHERE CODE DOES NOT PERMIT TREATED WOOD BLOCKING. OMIT WOOD BLOCKING AND UTIUZE ROOFING MATERIAL PER CODE. ROOF JOISTS LAP ANGLE MIN. 2" OVER JOIST ANGLE FRAMING FOR DUCT PENETRATION ITERED JOINTS WELDED AND GROUND SMOOTH ON CURB (TYP) PLAN METAL DECK REINFORCED JOISTS INDICATED ON MECHANICAL AND /OR STRUCTURAL PLANS WON: BLACK OUT AREA 2. JOIST MARKED WI AN ASTERISK. • LAP ANGLE OVER JOIST MIN. OF 2' 5'x6.7 FT. CHANNEL G PPO RT ON TOP OF DEC O.C. MAX. SPAN TWO J'uiST MIN. °URINE OF R.T.U. 4" MIN. FULL PERIMETEC R.T.U CU!'3 1 II h H - - uEraL 0 � L SEE II METAL DECK METHOD AT (TYPICAL FRAMING FOR RTU'S UP TO 1880 LBS. TOTAL WEIGHT) RTU STRUCTURAL FRAMING PLAN MAIN WALKWAY BY LANDLORD BY TENANT TR EAD PAD (CO NSULT LANDLORD ROOF FOR TREAD PAD) [ L i ANGLE MOT REVD WHEN DECK OP ENING WITHIN 6 OF JOIST 34341/4 DUCT OPG_ FRAMING TYP. 4 SIDES OPG WHEN CURB PROJECTS BEYOND JOIST MORE THAN 18 EMEND CHANNEL TO NEXT JOIST. AMINEMBNIRMININIIIM4i METHOD #2 (TYPICAL FRAMING FOR RPJ'S BETWEEN 1880 LBS. & 2800 LBS. TOTAL WEIGHT) RTU STRUCTURAL FRAMING PLAN N.TS. GENERAL NOTES: 1. FIELD VERIFY LOCATION OF RTU PRIOR TO WSTALIATION. 2. ALL SHOWN AT TENANT TONIC UNLESS OLAORWSE NOTED S PADRE WSIRATION IF WOO NOT POURER BY CODE RTU STRUCTURAL FRAMING PLANS AND SECTION N.T.S. TT-1 ROOFING MEMBRANE SOLDER JOINT 4 LB. VIRGIN LEAD FLEA. WCT CONNECTION FOR PLUMBING VENTS TURN LEAD FLASHING DOWN INTO VENT PIPE A MIN. OF 1 BELOW TOP OF PIPE NOTES; 1. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK IS COMPLETED. 2. LB. LEAD FLASHING SHALL BE 1/4" MAX. DIAMETER LARGER THAN PIPE ALL JOINTS TO BE SOLDERED. 3. FLANGE SHALL BE SET BY ROOFER. CONTACT L.L. FOR UST OF APPROVED "METALBESTOS" TYPE RV FOR 8" OR SMALLER TYPE GE FOR 10" OR LARGER DOUBLE WALL. "METALBESTOS" TALL CONE TURN DOWN FLASHING - FIANCE 2" ALL SIDES TO FORM CURB CAP. (SOLDER CORNERS.) RESIUENT GASKET - MIN. OF 3' -0" HEIGHT SHALL BE AS REQ'B BY LOCAL CODE. LOCATE 25' -0" FROM BLDG. WALL AND 15 - FROM OUTSIDE AIR INTAKE. CONTACT LANDLORD. NOTES SET CURB LEVEL WITHIN UNIT MFR'S. RECOMMENDATIONS RESILIENT GASKET CONTINUOUS FIRE TREATER WOOD NAILER 6Y UNR MANUFACTURER FULL PERIMETER ROOF TOP EQUIPMENT CURB PROVIDE STEEL SHIMS BETWEEN CURB ' CHANNEL O 24" O.C. IF REO'D FOR LEVELING. CONN ECT TO U NIT ?AV E..= WHERE REO'D 3 x 3" x 1 4" ANGLE FRAMING ALL SIDES 0 DUCT PENETRATION, WEILDED OR BOLTED TOGETHER. COPE ANGLES PERPENDICULAR JOISTS TO ALLOW TOP SET ON TOP CHORD OF JOIST. ST. WE s WELD OR LAMP ANGLES TO JOIST. ANGLE MAY OMITTED SIDE OF DUCT OPENING WITHIN 6' . OF JOIST. MINIMUM CLEARENCE "METALBESTOS CAP BIRDPROOF "METALBESTOS" STORM COLLAR SET IN SEALANT SECURE TALL CONE TO CURB 7 - MIN. 2 PER SIDE 0 12 O.C. FABRICATED CURB SFF CURB DETAIL 0 1. H.VAC. CONTRACTOR TO COORDINATE INSTALLATION W/ LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING & COUNTER FLASHING INSTALLATION. 2. CURB INTERNAL SIZES: FOR EWES 3" THRU 5" ROUND -9 CURB, FOR FLUES 6' THRU 8" ROUND -I2 "x12° CURB, FOR FLUES GREATER THAN 8" ROUND CONSULT RIOT THE LANDLORD. GAS FLUE THRU ROOF DETAIL N.T.S. 1T -4 CAS PRESSURE REGULATOR (WHERE REQUIRED) E% MIL n0q■ RAW ' LW kWAITA I R.T.U. DUCTWORK SEE NOTE #2 RIGID INSUL TO MATCH THICKNESS OF NAR.ER MEERED TO CURB CUT INSTIL.. TO MEET ROOFING WOOD BLACKING BOLT CHANNEL TO EA JOIST W BOLT NUT & WASH. DO NOT DRILL JOIST. GAS COCK 4" ORM LEG � omnafimmerftwiin- /t /�� e v/ fr FIRE TREATED WOOD swamG. ALL FOUR SIDES OF CURB BOIL 6" WIDE X THICKNESS. TO MATCH INSULATION THICKNESS SECURE CURB TO GROINS_ / _/8 ROUND pSFRRI WVa BNE 4 0 0 OiASC.) LINT SECTION A" SE / CURE CURB TO DECK MiN SCREWS (2) PER SIDE SECURE FLUE TO DECK AT 'V4 POINTS WITH MIN. OF (4) 2"x1-1/2 WIDE 16 GA. SHEET METAL CUP ANGLES RIVETED TO FLUE, SECURED TO DECK. FOR MODEL OC VENTS USE" METALBESTOS" SUPPORT PLATE. GAS SERICT 0DISE REQUIRED) CONDERSw (FBLt 50E) a STAINLESS STEEL \ WATER CUT -OFF MASTIC CLAMPING RING RUBBER LAP SEALANT ROOFING MEMBRANE g.®ititi� ritr PRE - MOLDED PIPE SEAL INSULATION EXISTING INSULATION EXISTING METAL DECK ,. 12,113 RICK N ON CONC. SPLASH BLOCK SPLICING CEMENT NOTE: DO NOT TRIM DECK FLANGE 24 - x24' HW1ANE ROOF PAD SPUD BACK GRAVEL MASTIC TO ROOF INSULATION METAL DECK JOIST NOTES; 1. 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 TO SUPPLY AIR MAIN VOLUME DAMPER 1 -1/2" THICK FIBERGLASS INSULATION WI FOIL FACING GALVANIZED SHEET METAL DUCT METAL STRAP CLAMP (TYPICAL) 2 PLACES INSULATED FLEXIBLE CONNECTION. (MAX. 5' -U ° ) IN VERTICAL ONLY. SUPPLY AIR DIFFUSER. FLEXIBLE DUCT MOUNTING DETAIL 9 FATS. TT EXISTING OPENING TO MI CO VERED NN. OF 20 GA. GAL Y. PLATE. FOR OPNGS. W LARGEST DIMENSION 1 " OR LE55. FOR OPUS. M OF Kara GAUGE AS EXISTING. SECU S TO RB6FOC.K INTO TOP OF FLANGE 6TING ANGLE E RAMf y P ROVIDE NEW 3 3 1 4 GLE FRAME IF NONE JOINT IN ROOF INSUUTKIN MUST BE SUPPORTED BY METAL DECK PLAN OF EXISTING ROOF DECK AIR.' NEW ROOF INSULATION SECTION 1 - 1 (FOR OPENING LARGER THAN 16') NEW ROOF INSULATION `MIT ~ THIN !( 1TitlTillTltitftitl![! ilttlTlliiLTLTitilltLTihTlii� ,i {t1!ltltliditN R.CF I ti �WfINN� OPENING 20 GA C.V. STEEL II JOIST F OPENINGS 16 &SMALLER XIST. PROFIT . EERMOTEED Pf '�ROFlLE WILL EXISTING. NEW INSULATION FOR OPENIN LARGER T GS HAN i6" JOIST an OIF ' " SEP 14 2001 S ROUSE A OATRAANRUAVADlpi itA1 IADIAJ/l!�i {T/6tl /lilfitd �t�t�s �t ILL 81MIN N BRA IN oR D1v1s1�1 K DO MATCH AND GAGE. FILES ARE SOUTHCENTER sty ie 8 vckS SEATTLE, WASHINGTON MECHANICAL DETAILS AND SPECIFICATIONS Sheet 5 of 6 UNIT NUMBER DBA THIS SHEET & TTO -01 MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS ui NMI The Richard E. Jacobs Group RE`ASIONS 2Q REVISED 7/15/98 ROOF TREAD PAD LAYOUT 86 N.T.S. 1T -86 ROOFING CONTRACTORS 4. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR 5. VENTS SHALL BE A MINIMUM OF 10 FROM OUTSIDE AIR INTAKES, TYPICAL DETAIL - LEAD - BUR N.T.S. PIPE SEAL. SEE ALTERNATE PIPE FLASHING DETAIL 4. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK 15 COMPLETED. 5. FLANGE SHALL BE SET BY ROOFER. CONTACT LL FOR UST OF APPROVED ROOFING CONTRACTORS 6. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR 7. VENTS SHALL BE A MINIMUM OF 10' -0 ". TYPICAL DETAIL - PREMOLDED - RUBBER ROOF N.T.S. PIPE /CONDUIT OR VENT THROUGH ROOF FLASHING DETAILS /\ A NOTES (FOR OPENINGS 10' A SMALLER) 1. NEW INSULATION TO MATCH EXISTING INSULATION HEIGHT & OF THE SAME OR GREATER THERMAL RESISTANCE VALUE. 2. ROOFING TO BE INSTALLED AND FLASHED -IN WITH MATERLV.S TO MATCH EXISTING. INSTALL MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. 3. IF METAL DECK FOR OPENINGS LARGER THAN 16' IS NOT AVAILABLE. CONTACT LANDLORD'S STRUCTURAL ENGINEER. REPAIRS TO THE METAL DECK SYSTEM NTC TT -2 AUG 2 )o01 PERMIT CENTER A REVISED DRAWING NUMBER: TTM -5 1 /15 /96 DRAWN BY SCALE: REVISED BY FILE NAME SCNTTMS DATE: JOB NUMBER DATE NORDSTROM THE BON FOOD COURT JCPENNEY GALVANIZED AMEND PIP STRAPS & CAOIUM PLATED BOLTS (TYPICAL) SLAB CLEANOUT INSTALLED BY LANDLORD EXISTING --V BY LANDLORD \`i • CAST IRON 'NO HUB' �y\ II / /\ PIPING SHALL BE USED - �\ BELOW UPPER LEVEL FLOOR _ SLAB TO SERVE UPPER LEVEL 10 TENANTS. �s _II Pon AL r it — - CU" INVERT ELEVATION AS SHOWN ON LANDLORD'S DRAWINGS 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 -TORQ 125. 4. NO PVC PIPING SHALL BE ALLOWED IN RETURN AR PLENUMS. S. 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 N.T.S. PIPE SUPPORT DETAIL NTS TT -135 NO HUB CAST IRON PIPING ABOVE 9 . - 0 " CAST IRON SPOOL PIECE COUPLING (SEE NOTE 3) f PVC TO A MAXIMUM OFJ 9' - 0" ABOVE FIN. FLR. PVC /ABS STAMPED ASTM # D2665 -78 COUPLING (SEE NOTE 6) (SEE NOTE 3) SEE NOTE 5 FOR ALTERNATE SANITARY CONNECTION 1" RUBBER SHEAR PAD OR SPRING ISOLATOR FOR ROOF MOUNTED EQUIPMENT LANDLORD PROVIDED CONCRETE EQUIP. PAD ROOF MOUNTING EQUIPMENT LAG BOLT N1i1i FLAT WASHER EXPANSION BOLT ROOF MOUNTED EQUIPMENT SUPPORT DETAIL 136 NTS TT -135 ,4 4.frt.42 v Air 11111--4z "4r Ap iiaiis phi 'U .. NORDSTROM cmY—LED tl r� � k III — O O O "e=i O O FOOD � COURT ■ II JCPENNEY SEARS SEARS Ma; L THE 'SPECIAL BUILDING CONDITIONS' NOTED ON MS DRAWING SHALL BE CONSIDERED BUILDING /CONSTRUCTION RESTRICTIONS. ALL CONDITIONS MUST BE FIELD VERIFIED BY TENANT. 2. NONE OF THE NOTED CONDITIONS MAY BE ALTERED IN ANY WAY. NO FLOOR PENETRATIONS ARE PERMITTED UNLESS REVIEWED AND APPROVED BY THE LANDLORD'S ENGINEERS AND ALL PRESIDING GOVERNMENTAL AUTHORITIES. LANDLORD'S O.A. DUCTS 5' REF CONC. SLAB ON GRADE 9 -1/2' REINFORCED STRUCTURAL SLAB TYPICAL UNLESS OTHERWISE NOTED. 3. THERE ARE LOCATIONS BELOW THE FLOOR SLAB AT WHICH SPECIAL EQUIPMENT HAS BEEN LOCATED. FIELD VERIFICATION OF THESE IS THE TENANTS RESPONSIBILITY. 4. UNDER FLOOR AREAS ARE HAZARDOUS LOCATIONS DUE TO CONFINED SPACES AND FLAMABLE GAS FORMATION. 5. DO NOT CHANNEL FLOORS. STRUCTURAL DAMAGE WILL RESULT.& MERVYN'S MERVYN'S RECEIVED CTTYOF TUKVJILA AUG 2 8 2001 PERMIT CENTER 3Q REVISED \ REVISED A REVISED DRAW NC NUMBER: SOUTHCENTER SEATTLE, WASHINGTON MECHANICAL DETAILS AND SPECIFICATIONS Sheet 6 of 6 UNIT NUMBER DBA THIS SHEET & TTG -01 MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS The Richard E. Jacobs Group REVISIONS 6/26/98 5/7/96 1/15/96 ARANN BY: DAIS SCALE: REVISED BY: FILE NAME: SCNTM6 JOB NUMBER GATE TTM -6