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HomeMy WebLinkAboutPermit D02-140 - COLDSTONE CREAMERYAnti Goldstone Creamery 17304 Southcenter Parkway D02 -140 , - _, _ + > ; ? - Cit of T ukwila �• I },. } t SY} .. , .— ..•: , gy p ,_ , i 7,,,,.:.ia: s. .,; 1 doc: Devperm D02 -140 Printed: 06 -06 -2002 1 �"_ ` ,,,j . . . _._ • rukwila ' Ci ty of 1 :!j Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Ah/ Date: 06 70(p / O Z Ct 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 v ! ordinances governing this work will be complied with, whether specified herein or not. U O N p The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws J regulating construction or the performance of work. I am authorized to sign and obtain this development permit. I-- Signature: ��� -�,. 6r- to Date: ` 0 2 2 muraw Print Name: 1? XN C 1S = d F_ W This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is ? H suspended or abandoned for a period of 180 days from the last inspection. z O0 � p • • } • r 3 ixtii y.^ ) vatt P et, _.. doc: Devperm 002 -140 Printed: 06 -06 -2002 � . _ y ,,, " �� � City of 1 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z _ _.. _ - _. - - - . _. , 8 E!& ~ C it y of lukwlla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: ' 18: Maintain fire extinguisher coverage throughout. - Z 19: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) ce 2 20: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel 6 U Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged 2 from inside the tenant g ? . space. (UFC 1207.3) IL 23: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or 2 0 adding sprinkler heads. — = 24: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of ? 1.- drawings prior to installation Z 0 or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written I approval of the W.S.R.B., D 0 Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior ,0 co } to submittal to the 0 '.- Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) W ul 25: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and H #1901) u. O 26: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) w Z 27: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on U property, fire resistive ~O %— requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Z Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC ' 1111.1) 28: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly " • dispose of all waste material prior • to the close of the working day and as often throughout the day as needed. 29: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 30: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such . • • condition or violation. 31: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- - 4407. , - -,;/;c; f.,, :. ;', 1 hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances : ?` ,A, } governing this work will be complied with, whether specified herein or not. 04, ," 'h.= "�; The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. ix , Signature: iv� Date: 6- ( 2 doc: Conditions 002 -140 Printed: 06 -06 -2002 < t ,�,„ . ,....:::ask.: .....r.... , .• . , ,.. . .............,...... .......,....., ..... .. .... . . oo m. ,, CITY OF T UK"- /ILA . r 5 4 o Permit Center Project Numoer: N 'k = 6300 Southcenter Blvd., Suite 100 tech J.' Tukwila, WA 98188 Permit Number'F o ��� (206) 431 -3670 ,,�� �� ��(( Commercial / Multi- Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review Applications will not be accepted through the mail or facsimile. Project Name/Tenant: Value of Construction: COL-0 577 -JlE- G2/ Afl1L L ( -14 A - iiv8 /U3 ao.c :) Site Address (include suite number) City State /Zip: Tax Parcel Number: 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 ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation , ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: t ❑ Miscellaneous r Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. +. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The ' lima 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. sat Date applicati n ccepted: Date application expires: Application taken by: (initials) r /4 . -o // ie —i,Z %V ' to, 4...' : PLEASE SIGN BACK OF APPLICATION FORM ' I,i ,, l , nano '; clperndialoc � ■ ma / . b't �'lATi51CL 9.1Q. .w -r.w ' _ APPLICAT S MUST BE SUBMITTED WITH T OLLOWING: »' ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ C omplete Legal Description ❑ © M etro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures • (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(S) sets for structural work), which include : \� f ❑ ❑ Si te Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use = Z only) C4 2 11. Location and gross floor area of existing structure with dimensions and setback QQ 12. Lowest finished floor elevation (if in flood control zone) U 0 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). 0 � ,r W ❑ I� Floor plan: show location of tenant space with proposed use of each room labeled J ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of w p w �! any hazardous materials; dimensions of proposed tenant space. 2 ❑ C Vicinity Map showing location of site u_ - ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack w layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of z rack. Structural calculations are required for rack storage eight feet and over. Z 0 ❑ le Indicate proposed construction of tenant space or addition and walls being demolished uj r � ❑ 0 Construction details p 0 (71 0 Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water = supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed F sprinkler system design criteria as identified by the Fire Department. 0 ❑ ! w O Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. U O ~ ❑ ❑ 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 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will fi`_ be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF • PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. r _ , 1 . BUILDING OW ER OR AUTHORIZED AGENT :, 'row von Signature: _ CPAL Date: Print name: F ax # al a l a LC_ ( po ry,_ Phonvz Z 7 `I z `l s _ " G S` S Z 2 xr,c{ .� �. Addr ss City /State/ r• � � �: 1 //tic_ c_o ' i 4 ' e p ;. f L >U S—� PAM .1 /!/30/00 clpermil.doc f ' i ' 00.k%. &` • • y • i lial , � � C f of �ukwlla doc: Receipt Printed: 05- 16- 2002 - ` fi , , , , .- �. �._. , „,4.111) w ,.may r . ai ;l X. City of Tukwila ... - ____ - .. - : ,... , • \ i '•• _ , . .. . • . ) ■ Z ■ 1 ; 1.■• Z rho W Ili NC :,: ,77 rr * ,: '' " ---, '"• — y -- " -- ; ,--,- - .,+,--,,trt--,%-:-,,,.. 6 5 --1 C.) . 00 9 ‘,...., INSPECTION RECORD co w • w i . ..;::.: Retain a copy with permit . W IL. . , ,':. INSPECTION NO. i PERMIT NO. ui 0 r • r :''. CITY OF TUKWILA. BUILDING DIVISION 2 0 ,.,, 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 g -J II- < . 0 D ,i-- pr?jesk 1 .. Type-of Ins • ..,.... .. a ( (5/er Jle, /C ( /.4.-/E2f-cy , lair Address: I Datec;I/d:/ Z 1.- ' ' / 7 9 04 St 142 7 ///e .,.. 1- 0 Special instructions: Date wan fe 1 6 z 1- ,:„:,: . 11.1 Ili ).; ; 10.0 p.m. ,---, „ Reque • D CI - 0 f n ✓ - . .% vd r,--14-) (--/ ...,,. ;„... 0 I- Phone: .:.- ' 2,,,,-i-k)7,-7995" : L, , 111 ii i I 0 t'';'. ' pa . pproved per applicable codes. 11 Corrections required prior to approval. . ll- F — ...• 1} 4: - ;': , "-- ,: • COMMENTS: LiJ ft% f % v• %..0 ; . • 6#' \ 7 0 e r.„(...... (., 0 , . 0 E- • k : ...aijea ..... f ..4116.--..0 41 • 411 ./.:-...r.af -. " Moirprs ■,- Z Ii'2.■.. , --.-. • ..e ,.■ ,..iv ' ...i.W.4 ".."" 41 2--.. - 4•••••• .t. , ■ .. . - . . . . r tri / • . , , ..... ., ........— /) / e ; ( e 7 L - - z? . 3 C - Y 4-0 s A. , , 2-1 f ( c ,-...(-75 5 1e, 7) O6 7 p inie, _.41.-A--1 I.,/ 't, p , ii 00_44-ite.:4 . , ...,....,........„.„! ;L • :. .. : . : ,... . ,„::..:.., 1 Llq,,ttl,■ , pzpir t for . e:m , p , 1.:641, . . 'Vafcr i.H. Eaka ■ ;; Inspector. Date: M.P l '"‘ 14. (/ (Aden■ 742'02_ , i- . . D$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ;$ • ''.-'' ,': at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , . fK.74,Tmf til 4- - ' Receipt No: Date: qrftflp..4 • ''.: : ' :, , , , . .Vi ,.;' 4 4 1 ,-` 4 .': 4 g ' , , • i %;'i,'N.:,:-., i 4;;;;: s . :,.,: ,- ,,.,,.,. varzurl - -L.::. • 21 • ' ' . - — . ' ''. '''' ' . •' ' ' ' ' `."-- '' — e ' 4.-4,11;441t-au, .i1.4a14.5a • .4.;,,;, , ,,4,5 , ::,,4,,I;4;I4i. 3" r_____ r ' . , -A..: r - •., . t . . __..., , • - ...-- - ,,---, Z . ,I- Z lli CL 'lc 6 5 : ■ ..„,. I i { 1 ' • '•' r .4, ,: lnspecto Date: — / — .5- PO---- (01.404/ ... e % Pri n. $ .00 REINSPECTION EEE QUIRED. Prior to in ection, fee must be paid ;r i z e at 6300 Southcenter Blvd., S te 100. Call to sch le reinspectio • t •i.g.24eP i eceipt No: Date: : ...„, 1.'A• Z ‘fl o - 3c ......4.. , ..i - .. , -.: • .,:, 4 ,, , ,,.:, i . er, ., . , 4,,a 41 = == 4,. 4. /I tt n 7 .' ‘. . i 4k • ti 7 ', . 7 , 7 7 ;1 5, .• . ' ,..,,, „s ; , 40 , .,, ,t, j:,;Qa.,,,is,,7;{,• ,k;‘,47,4477:;7777;r14., 7, 1 07 , 4 7 1' ,. '7 * , 1 t - r --‘•"."../- - • , .3 1 . le k a '. 7,....: . ,,,, 0, i 4 t ii• , 1 ♦ . � Alt .1.. . Inspec Date: r : : : •..• � . ' 111 00 REINSPECTION FE ' EQUIRED. Prior to insp: ction, fee must be paid , :;! {' * •300 Southcenter Blvd., Suite 00. Call to schedule einspection. F1 R apt No: Date: r� t ,�,r., t. .• i s { "";� 7 ' gXi'J'1.`�' 114 .:1 ?; .. 44 ... . .... ' ih . , ∎ill �sz;ta?x::.:s r,: y :'.'u'..�tLl�.s.f�..!:�. : 1 ■ i [ . . , , •• ...,. • , z a . s m 1.- m rt 5 6 D _1 0 c trr . , •• 7 , ..7 , ..7 - 7. .. 7 . ...1 r, , ‘ .. ? "-...,....1,.. , "..T...",..... .... T....."....... ' ... " ,.. 7 ...,••••, * ... r.",..T .. * ., , , T ■-■—■,,,,,,.....,. ,,-.......-,......... ..■-..,....., 0 • (1) 0 CD W W 1 • -. ammi 1=01 1 . ' INSPECTION RECORD it.,... - )9(0 , Retain a copy with permit 0 tu , 1 ,..' INSPECTION NO PERMIT NO . • ' 2 , g -1 ' CITY OF TUKWILA BUILDING DIVISION 441 'L.: .0 • u- < 6300 Southcenter Blvd, #100, Tukwila, WA ,98188 (206)431-36/0 . ,,, D a X ' Pro' t. - , .Tsof Inspection: .‘ i.- 11.1 C 1 ' C i l c d , ..- -. , 0))1e. ' C I' ' ( a. V he i'l .:'• 4 Se • Cep 1 r 730 ;Q pr z ,._ . ; . , , Date / calle d: 1 • 1-- 0 ) - Lu u) 2 D ' Special instructions: ' Datetiedi .„...., ( Requ ter: 0 ,--- 0 I-- 1, r 1 . • UJ a l 1 - Phone: I:. Ph ' I 0 e- 1-ss, 7 Deo --* /40 e? — 1 •i Approved per applicable codes. RCorrections required prior to approval. , 1 COMMENTS: , — I F- i, 0 ..00 1 4 / - ' _ t ..1.,..r. -''' ...:, ........, , • z _ .. 1 . 1 e--zi2-4.-40.--c" 4,- -6.-)L1-- ce, 7-j ... \ , , . . 1 .. 1 . . „ .. . , , i 1 ii . . - 1 , I . .i. .53•74i , inspector: Date - 1 .:;'''Irf ..• - V ,, El $47.00 REINSPECTIO F EE REQUIRED. Prior to inspection, fee must be paid , 1 , at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ; ' l 1 9 7 ' 'PTV' Receipt No: Date: , 0 47g. 4.:1 I ' ? V.4.04 IVAi#44 fi fr. ...+C ' 4::1V"; '''''''."'' '', ..!" ' ..' ''' 144: ''O'N'. 44 itojggr 'I' ''''''' '''''''''''''''''''''''' ' - .--- , -- k,-4. - r ,,, .. ) Z Ce ILI 6 = --- '1,0 ,,,. ,-, . ' . ..:- ' ' i ' 2...•; ' '''•;* . ' ', 1 : - S,' ' ' '' : ,..?1 . , ,.' , ''..,1 ': - ' .,. :.. ', " i '' 4. ,: ` ...` ' ;":* t'-' ff-, ',' • - 77-77— --i 0 C-) 0 • c0 0 , . • W w k ' :, .. • ., .......,,/ INSPECTION RECORD .tcr). .,. .:',.:- . - Retain a copy with permit , ;: ..., .,..;;; _ co u _ I . : INSPECTION NO. ) i PERMIT NO. 4" .',',' ., 1 '. CITY OF TUKWILA BUILDING DIVISICAKI.:::p :..''' ' 4 . 1 111' 2 , • 6300 Southcenter Blvd, #100, TukWir**108188 . -') (206)431-3670 g =I --,,,.., . ., .41,,?:::•0 u.. < roc .... 4, 'y iiit Olnspection: CO _ a , 4- ,, i .."Ace■ -, i I ,.., x 1 ,,,, A dress: .". ; ':i •••-• . Date call: • : „ Z 1.- 1 -- iROy - . / yi-S - , ia 411, — I I- 0 1 Speciginstru ions: Date wanted. / a.m. Z I- 6p. - 2.m. 1 13 til w 2 m RequesteL. 0 a R 0 CO 4. W1/404; e t ?r- AS.0.4-7 . o N . CI 1- Phone: 1-2zef5 . LIJ u i . t 0 ( .- v7- I 0 I– :– ; . pproved per applicable codes. ri Corrections required prior to approval. ' U.. ■ — .... t . ' Z 1 COMMENTS: W 0 — I . 1-- o '- 6 a.errt/),e 4_6:7 y e-t-t-7.---i 1 , . 1t0-19f - •-e -1--- P or.)-24,6_1 , c-- _ /7 ,....-- ie 7 4 C... A di . [.. 1 . c . I . 1 . n, ••• t. sIT 1 . V!;.1.14iViNtriT4 I . ".; , i . t. • * 1 r.•'A ' , , 4 1 1 . . I t ' . . t :,' iwkp,„4 f-i ` to il Date: — — k•A '-..V / to., 4 ..)e."..t..4 'Q4 ‘• .rto k,4 : ,,,, — 7. 1 $ .00 REINSPECTION FEE EQUIRED. Prior to insy ction, fee must be paid : , , i t 6300 Southcenter Blvd., uite 100. Call to sched6le reinspection. i , Receipt No: Date: u.12.2.■- , , ,,, : .. '''0410.2....tt '' '' oh .5:i iVe... 4 ..;:r‘; 4';',.■'Xl i,t; !V 4' TA:It YzW•X‘Ii t.,%e' ■; ..':,;: A.U...,;;‘ s' is;14:sA.1s. ,..i,..4144,..s.41V4.4 13 ,,ki'.ti 7, . ssi, V, h .,',. si . , . . 1 1 - .-- ■•• . , 11,L7..4 fi tSr ■ t 4 u V, A : J e 7 .dk {�; t t. Inspector: Date �l , 1 $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee 'must be paid �' •" 4 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f • „ Receipt No: Date: ,,p ';,,, ? ,,, • 4yratV�t A4 f l» ,,6, k ,Ma`r��.,-,,:r?.Yt.,_Y;:t4. „,% 4 w+• ' ; S ep..,1: `.,!Ri ..., t1„ :.0• ,, rs.::;':,it;+ , ,,.4 t 44; � t 5;O}i Ai' )".•,,, a�v'>.. '� r�a• k 1�i ' yn, +� +F _ .s . �, 7 T: • ZYi'•'+ �,,t �t. �;n s . „r, :�rk..n�'.:.,. 5.�,,:a" k� r Jt rsa.. z tr � 1 1 , - • - ' . • ..., . ... / / . ■ Z < i i__' . 1 r- i i■ Z ry W — 2 6 m _, 0 00 (/) 0 - ' , ' . to w w i ...d......... . -I '- INSPECTION RECORD tc-,140 Retain a copy with permit w 0 INSPE NO. i PERMIT NO. v , 2 CITY OF TUKWILA BUILDING DIVISION '; i . • g -.1 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-360 u.. , co x — CI : 1 ' " .' 0 l° J;X� 1 T. J ; ' +, �i 1... .. `. ��'t :n, fit, ti r b�'` W i,�V c7 '�i `vw ,LY. {'j.�'iub„i �,: tS ��..Y r . .i.ti �v okirtR '! tir " u� .i. Y�i•" �._� �, • �ty ' P ` ii � 7 � � M 1v {i " ''r ' : It''�:F : i '".3 + / " ' . '; N' t 7 i y�. ‘ y 1 1 ► 0( ,_�o ; y..... ' Clt f o Tukwila Iohn W. Rants, Mayor , W % .+ili � i 0 i;4� f ?' = Fire. Department Thomas P Keefe, Fire Chief I .. ; _, ._ .. __ ' -, . • z . i 1- ,f- w 1. re 2 i ;' , , TUKWILA . FIRE DEPARTMENT 6 v FINAL APPROVAL. FORM U Q y. _ J = Permit No. p c-'2 " / 9 o F. E U) u_ i WO } 1. /� C . i 1)7 ' ?F= 4 , : Project Name .. CJ /� i G � �~ <.. Address / l c "Syr- t/ Suite # F•- _ z0 w uj Retain current inspection schedule 2 o 0 X I Needs shift inspection o � _ wW u_ 1- , V Approved without correction notice ..: Uc Approved with correction notice issued o H z Sprinklers: Fire Alarm: "•(/ t Hood & Duct: Ai . Halon: Monitor: , , it Pre -Fire: . Permits: ..,,/ ) /7 1 1,1/(i. i Authorized Signature D yz, 4 ' .�`- t %It: : _ .,, FINALAPP.FRM T.F.D. Form F.P. 85 I �, iCO3, f K .i t ,. I Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 ; r h��t' . .. . . . ,... . .. ,� .r... �Swn.il::.N_ ,. .j. S:..mw M1�Mlt..,.. , ., �.l iv1 �a ......u.1Ga « 4LS..:. ir' �S... uli »:AUiM(sf:a.�::1:i.IUn.w+..s. w.r... <.w..w•. L..- �.:aY_.. .. % - ..., , , - A-Cr- ■ ... . ../. -... • I I '%E. ; • \ ' ',. n.ga 9 ( _ DIMENSIONS / 1 INC. I • r? 4 a 1 regt1T, 1 f,t, , .. .'1 4,4414e1 ,K1N ? 1 2002 . , 1 441..th .,-,: pi,,,d, -ivif . si com1 ',!1,2, DEVELORVIENT I .: IttaarrViskY•WilAill . Z t,. s 1 ■ I ri r4 n June 20, 2002 , 6 IA 1 ...I .... 00 • , , U) 13 i CO 1,11 Mr. Bob Benedicto w I City of Tukwila u) u . i 6300 Southcenter Blvd. W 0 r Tukwila. , WA 98188-2544 , 2 g :3 u _ < 1 Re: D02-14 4 Coldstone Creamery, 177304 Southcenter Parkway. I i , LLI uj ' Dear Mr. Benedicto, , n 0 , LO 1 0 — , , CI I- ' Recently an inspection was completed at the site and contrary to the plans the interior walls 1 I o only extend to the ceiling grid and not the underside of the roof deck. The walls are allowed — 0 to terminate at the underside of the ceiling grid and shall be braced per detail 1/A5.0. : z If you have any questions please do not hesitate to call 0 I", Sincerely, 1 Dimensions Inc. 1 . . REG tSTER ED • Michael C. Perry, — NC ' VS . ), : . ARCHITECT Cc: Bill Dodson, DP . Ch/ Jeff Judas, owner , , , IA * , Roger Johnson, area manager 4ATEOF WASH! ,', 1- :1 i• ' , 0 ‘-t•tI,S ;•,' i i ■ ■ , IN,,,,,I• I. • ,I;IIINC•or•tnnqr. . . Az I -•' f 'iP,'? I :t? ,• t./.. ' A P*II.r.II''•Ii • V I - ,t .r:,•• Ir',IZt.. i ) EIN 1 .* 4, . .1, ...t Michael C. Perry, AIA, NCARB 7::,:,,, 3006 Northup Way, Suite 104 • Bellevue, Washington 98004 • Ph 425.827.9293 • Fax 425.827.9218 I , - . - - - - ► I • -Th C reCi'.,- , % k 1 1 1 c f) , ► �" " • � '' CREAMERY ,z . , I I- w May 29, 2002 6D UO co 0 L. Jill Mosqueda w i City of Tukwila _if_ Department of Community Development — Permit Center . w O 6300 Southcenter Blvd., Suite 100 2 '----. will stop and you will hear a buzzer. 6. Change cycle to Extraction and allow product to blend until product begins pushing up a . • into the hopper or for a maximum of 60 seconds. (This is forcing air into the product and is what creates overrun). 7. If the 3- Minute extraction cycle terminates before you are done, press Clean Out to restart • machine then switch back to Extraction to complete your batch. , • 8. The following is a way to determine if you have the proper amount of air in your product. ♦ 2 -1/2 gallons of mix fills 2 large pans 3/4 full. ♦ 2-1/2 gallons of mix fills 4 -5 small pans full. RECEIVED CITY OF TUKWILA MAY 2 9 2002 tz,,„ PERMIT CENTER , . •l; OVERRUN = AIR � AIR MONEY . '•yt� t �' { , s 4 �r. Me ta , .,.., Cold Stone Crcnmc �� Co ri ht 2001 3. 11 riJ PY S OPS MNL 06 /01 e+s xhu�sl w.ow...n +LLw.- na+nr»nsren*..t ieaer.ri.••uw+v +...,rw., ... w. ,.....n..n.......,w......n..W.« ..,.. . a.....« .. am w... .r.n rb,. t .LC 5i. td W, iRnt:%.;! rNt+i CM1t},. .... .. } 1 , — - `° - - - - _ '.._, Q VAIRMAI � CREAMERY 41:: I® , - ' el 9 COLD STONE FACTS Equipment: r Blast Freezer Temperature Should Be at Minus 30° F Z 4 zi~ 9 Walk -in Freezer Temperature Should Be 2° F to 3° F `� w '9 Walk -in Cooler Temperature Should Be 35° F to 40° F v O 0 Product in Dipping Cabinet Should Be 4° F to 6° F N W . w � 9 Batch Freezer Is Maintained at Approximately 14° F to 16° F While Product Production Is -' Occurring. o 2 9 Hot Fudge & Dip Warmer should be set at 120° F g _, u. Product: 1 _ Z f - Per 1 Oz. Serving 14% Sweet Cream 14% Chocolate Non -Fat Yogurt Sorbet Base w O w Calories 63 61 34 28 D o O N Protein .8g .8g .8g Og o1- w ^ Carbohydrates 5.6 g 5.5 g 5.9 g 8 g • v . LL O Sugars 5.1 g 5.1 g 4.2 g 8 g z u.i Fat - Total 4.0 g 4.0 g .05 g 0 g j I O Saturated Fat 2.5 g 2.4 g .03 g 0 g Z. Cholesterol 14.9 mg 14.4 mg .5 mg 0 g ' 9 All of our yogurt is non -fat except the French Vanilla which contains .25 grams of fat per . . ounce. 9 Ice Cream - 4 grams of fat per ounce. CITY RECEIVED OF IVED { 9 Calorie content for yogurt is 34 calories per ounce. MAY 9 Calorie content for ice cream is 63 calories per ounce. • PERMIT CE IT'R - Yogurt is softer than ice cream because there are no solids /fats in the product, and the "' 9 Yo g p f � fructose lowers the freezing temperature. , : tN,rr 9 Sugar in the yogurt is mostly sucrose with 10% but less 7% fructose. _ k, -• k 9 Yogurt is real culture, mix is pasteurized, then culture is added. 9 Our ice cream and yogurt flavorings are made from purees. k ,z, .v,, 9 Yogurt is real culture, mix is pasteurized, then culture is added. 9 Our ice cream and yogurt flavorings are made from purees. r j i.F r uk Cold Stone Creamery® Copyright 2001 3. 6 OPS MNL 06/01 . . M.: Wl vrvlG .trw....nY.n+.M4n4VM..`MMt1 V.iY. ,M.t64.4•eM . - , • BROWNIES MIX HOT WATER YIELD 1 box 2 - cups 3 pans -72 RECEIVED CffV OF TUKWILA MAY 2 9 2002 z COOKING INSTRUCTIONS: For perfect brownies every time. _ I- • • • ,_ -1:., ! f- z 1 C� ; R re W 1. Spray pan lightly with pan coating (less than 1 second). If you spray a heavier 6 U then lightly drop (from approximately 6 ") twice onto counter to level. They will u_ flatten out when baking. y el z1 4. Bake at 335° for 35 minutes (set timer). Preheat oven prior to baking. 1- 0 W H La 5. Remove immediately to cool on a wire rack, otherwise heat from the oven will 2 n continue to cook brownies resulting in hard edges and dry brownies. If you do not o 0 place them on a cooling rack, heat is trapped on bottom of pan and condensation 01- ui occurs resulting in wet, fudgey brownies (which are hard to cut and store). Do not 1 0 cool on top of the oven. - p • z U i 6. Cut cooled brownies. Pre -mark pan so you will get 24 perfect sized brownies. I. Neve cut hot brownies or they will fall apart (you can't sell crumbs). Never put z �' hot brownies in jars or the condensation will make fudge and they will stick together and break apart when you try to remove them from the jar. Never cut . brownies until ready to put into the jar. Cutting them beforehand will quickly dry ; them out. 7. Store any full pans of leftover brownies at the end of the day by tightly covering uncut brownies with plastic wrap. 8. If you need brownies immediately, do not try to cool them in refrigerator. The condensation cannot escape and they will turn to fudge. 9. If your brownies are kept in glass jars please saran wrap tops & identify them with . "FF" for fat free & date and for regular brownies use "REG" & date. V* 10. Do not keep brownies out for more than two days at room temperature. (Brownies `• that have been out more than two days can be used as cake bottoms). ,, 1''• 11. Please Note: If brownies are a slower moving item they can be stored in the walk- •,.,. , • in freezer, but must be wrapped air tight. Completely unwrap and defrost prior to 0•640 use. '� Cold Stone Creameri ® Copyright 2001 3.45 OPS MNL 06/01 y3h r °' � i •• .,,.r. .:., , t m,s "„.,. ,. n .,...,, ..,.. .... .. ., _ ,...,... ,. «. ... .. ..., ,..„ ., , -, .,. . ecf :,+ ✓•sw ,xrar•ne rn,:�r ice' .. a :w rwvt•,x• PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP , , ' ACTIVITY NUMBER: D02 -140 DATE: 5 -17 -02 PROJECT NAME: COLDSTONE CREAMERY #408 z SITE ADDRESS: 17304 SOUTHCENTER PY , - z rt w , D 2 XX Original Plan Submittal Response to Incomplete Letter # -J v p p . 0 0 Response to Correction Letter # Revision # After Permit Is Issued w = Lu J I— CO LL W O DEPARTMENTS: g 5 Bui�d NA oz_ C4 Div ion Fire Prevention , Planning Division el. = a Public W or �� s � Struct h�2i�b Perm C or 1- _ Iii I— O z i— w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5-21-02 2 m Complete F" Incomplete ❑ Not Applicable ❑ 0 H Comments: tu W f- . u. 0 Permit Center Use Only Ili Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U = O I- Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: z TUES /THURS ROUTING: 1 Please Route Structural Review Required ❑ No further Review Required ❑ . • REVIEWER'S INITIALS: DATE: ' . APPROVALS OR CORRECTIONS: DUE DATE: 6 -18 -02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) j Notation: ' r , REVIEWER'S INITIALS: DATE: " '. '� `°: Permit Center Use Only CORRECTION LETTER MAILED: 5- �`I o0_ 4 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW' Staff Initials: Jew__ ,,„,,,t �,,w i t „r PERMIT COORD CO : #t Documents/routing slip.doc Ati w 2-28-02 vim.,•,, -�x ........,.,.,....,... „..,...»..._ ................... .... ... .. .. 1 , i 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -140 DATE: 05 -28 -02 PROJECT NAME: Coldstone Creamery Z 1 SITE ADDRESS: 17304 Southcenter P y re LLI 6 U O Original Plan Submittal Response to Incomplete Letter # N 0 liP — Response to Correction Letter # Revision # After Permit Is Issued WO DEPARTMENTS: g Building Division n Fire Prevention n Planning Division n = a I- Ili Public Works Structural Permit Coordinator igfir z f I b l .- /4'-OZ 1- O "I Nl > z1- Ww DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-30-02 2 o U O N Complete d Incomplete n Not Applicable ❑ W 1- = w Comments: 1- H V co Permit Center Use Only O INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z , - ' Fes` PLAN REVIEW /ROUTING SLIP ' ACTIVITY NUMBER: D02 -140 DATE: 05 -28 -02 PROJECT NAME: Coldstone Creamery z • SITE ADDRESS: 17304 Southcenter Py re W Original Plan Submittal Response to Incomplete Letter # 0 0 lit Response to Correction Letter # I Revision # After Permit Is Issued j H N w DEPARTMENTS: 2 — LL a Building Division ❑ Fire Prevention n Planning Division W d Public Works X Structural = n Permit Coordinator n z w = I I- O Z I- w ui DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-30-02 2 O N _ Complete ❑ Incomplete ❑ Not Applicable ❑ o I_ MI MI Comments: I v LL 5' w z Permit Center Use Only U O '- INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: \ . Please Route Vi Structural Review Required C No further Review Required n REVIEWER'S INITIALS: LDLfl4 & DATE: c730/ OZ. APPROVALS OR CORRECTIONS: DUE DATE: 06 -27 -02 Al, Ate.A,i-t - a I Aqr' y Approved n Approved with Conditions Not Approved (attach comments) np ${ "Yk •K 1� ' ll �! � Notation: ! h'pY ��n r , l; .. �o.Y ■ oe_e� / { ,CS e . (�f c �!✓�/ \ • �__ t,,�.� ' ' ' 1 1 REVIEWER'S INITIAL DATE: Oil 04.0 --.—._ VVi...Mi,, a . � ' . Permit Center Use Only .� t CORRECTION LETTER MAILED: ' Departments issued corrections: Bldg ❑ Fire Ping k' ` p g ❑ g ❑ PW ❑ Staff Initials: ,h� , .�r r`: Documents/routing slip.doc a 4 2 -28.02 t t M 4;.., } ... ....... —... .. .., .. .:..•:.n° .. + ivy+ uor.. v.n».«rn,,.�«,.n«,w.«....., - — •.-- PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -140 DATE: 5 -17 -02 PROJECT NAME: COLDSTONE CREAMERY #408 z SITE ADDRESS: 17304 SOUTHCENTER PY re XX Original Plan Submittal Response to Incomplete Letter # v o Response to Correction Letter # Revision # After Permit Is Issued J i N u. Wo -- — . -- ....../— , -- - , ( — PERMIT NO.: 1)0 - 1 b TENANT NAME:___CQL i orb ive 6e6)9 , Gil 1 BUILDING PERMITS INSPECTIONS CONDITIONS ❑ 1 Progress Inspection Status • ! 10001 No changes will be made to the plans unless approved ❑ 2 Pre- construction by the Engineer and the Tukwila Building Division ❑ 3 Investigation ► 10002 Plumbing pennits shall be obtained through King Co ❑ 4 OK to Occupy e 10003 Electrical permits obtained through L & I ❑ 5 Remove Stop Work Order !, 10004 All mechanical work shall be under separate permit Z ❑ 6 Follow -up PI 10005 All permits, insp records & approved plans available 1i' 0 structural Pre -Move Inspection ❑ 10006 All setural concrete shall be special inspected F- Z 0 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified W ❑ 60 WA Ventilation/Indoor AQC inspector QQ ' ❑ 70 NLEA Inspection/Modular Struct ❑ 10008 All high - strength bolting shall be special inspected U ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected 10010 When special o 72 Marriage Lines ❑ pedal inspection is required...notify Tukwila • 90 Resteel Building Division J = ❑ 9 5 Footing Drains ❑ 10011 The special inspector shall submit a final signed report ~ ❑ 100 Foundation Footings 10012 Any new ceiling grid and light fixture installation ❑ 200 Foundation Walls G 10013 Partition walls attached to ceiling grid 2 ❑ 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment 5 ❑ 300 Concrete Slab/Slab Insulation ❑ 10015 Engineered truss drawings & calcs shall be on site tt.. Q ❑ 350 Crawl Space . 2E,10016 Any exposed insulation backing material shall have U D 10017 Sub W ❑ 400 Shear Wall Nailing ❑ grade preparation including drainage, excavation � [� 500 Roof Sheathing Nailing retardant class of roof Z 1- - 525 Plywood Deck Nailing 10019 All construction to be done in conformance w /approved Z 0 ❑ 550 Exterior Wall Sheathing plans w ❑ 600 Masonry Chimney - ? Q AB 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project tJ 00 Framing ❑ 10021 All food preparation establishments must have King Co to p _ ❑ 750 Roof/Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of 0 l- 0 800 Floor Insulation W on ❑ 10023 Notify Building Division prior to placing any concrete W 0 801 Wall Insulation . ❑ 10024 All spray applied fireproofing shall be special inspected l V ❑ 802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated II ~O ❑ .,13 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected - Z 815 Lighting and Controls rmit 10027 Validity of Pe W to � ' 1 i Suspended Ceiling ❑ 10028 Rack storage requires separate permit _ 1000 Interior Wallboard Fastening 0 1- ❑ 1001 Exterior Wallboard Fastening 0030 No occupancy of building until final insp by Bldg Div Z ❑ 1110 Pre -Move Inspection ❑ 10031 Comply with requirements of TMC 16.04 ❑ 1115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat O 1120 Pre -Demo concrete ❑ 1140 Pre -reroof ❑ 10034 Removal of septic tanks require approval and t ❑ 1.7 1400 Final -Fire compliance with King Co Health Dept. • 00 Final - Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 1900 Final- Reroof • ❑ 10036 Manufacturers installation instructions required on site ❑ 3100 Site Visit 4000 Special - Concrete ❑ 10038 A C of O will be required for this permit - 4001 Special-Bolts in Concrete ❑ 10039 Final approval for all 11 w /in the limits of the SC Mall 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress • ' • 10040 All construction noise to be in compliance with 8.2 TMC ❑ 4004 Special- Welding IA 10041 Ventilation is required for all new rooms & spaces ❑ 4005 Special- High - Strength Bolting ❑ 4006 Special - Structural Masonry ❑ 10042 Fuel burning appliances liances G sum Concrete ❑ 10043 Appliances, which generate ❑ 4007 S Pe vial -Reinf YP ❑ 4008 Special - Insulating Conc Fill ❑ 10044 .Water heater shall be anchored ' A4 , 4; ❑ 4009 Special -Spray Fireproofing ❑ 10045 Reroof .•:. r;. <:; ❑ 4010 Special- Piling, Piers, Caissons ❑ "Anchoring - All new construct and substantial r '� 4 ri • • ❑ 4011 Special- Shotcrete improvement shall be anchored to prevent flotation " r : �+ - . � . ❑ 4012 Special- Grading, Excav/Fill €.' r x .' , ' ❑ 4013 Special- Retaining Wall' ''" Plan Reviewer: Date: , . - Fkq. ;, t ❑ 4014 Special - Panels , ❑ 4015 Special -Smoke Control System t' # Permit Tech: 6 Date: 1-1` : 4~ µ ' ^l a "t1 y.1 t i w. wn.+ewu+.wn.........- .....M ..... ... ....._.,,.,.:......... wnw..... w+............ .,.....,......,.......,....,... ,.....,. _. ....•.._... ..... . .... .,.:.- .......,,.. .,,,...,, i,,, ,,,,,,n,,,,, , J.k' fRNf.w., "w „„...,. ' - • 4m4) im r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -140 DATE: 5 -17 -02 , PROJECT NAME: COLDSTONE CREAMERY #408 Z 1. SITE ADDRESS: 17304 SOUTHCENTER PY re i • -_. • ,`�°'1 ,,z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -140 DATE: 5 -17 -02 PROJECT NAME: COLDSTONE CREAMERY #408 Z SITE ADDRESS: 17304 SOUTHCENTER PY re u XX Original Plan Submittal Response to Incomplete Letter # v o Response to Correction Letter # Revision # After Permit Is Issued w i J F- N LL . WO - +., ,c 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02- 140 DATE: 5 -17 -02 PROJECT NAME: COLDSTONE CREAMERY #408 z 1 IH SITE ADDRESS: 17304 SOUTHCENTER PY cc • .-. ��Ili. , y . �� City of Tukwila a r p N Department of Community Development - Permit Center 4 o 0 6300 Southcenter Blvd, Suite 100 i;1 Tukwila, WA 98188 Ilk f ? 1go8 (206)431 -3670 z 1-w rG ^ alG i � w.r "... 6J: .'i °':� 'rf�"G :n .., s:ix. �.�dw; ^' ^1, ^.:i�7 ^au i i 6 K F U .......... ' w . ....: . a .. ., .... .., • ..-� :'.`l.'.:,�a1t:Y.. n.�,t:•q ybmw.r «,dJ.:a1' bNNxYrr+n.a.y +. , iud*+IMi • . K�A't. D02 -140 0 0 . File #: (0° ! Date: 05.24.02 co II g Reviewer: L. )ill Mosqueda, P. The City Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please D o contact Jill Mosqueda at (206) 433 -0179, if you have any questions !o regarding the following comments. w w H 0 Provide a grease interceptor per the City's Infrastructure Design and Construction Manual, UPC Appendix H and the enclosed Development N Brochure 17. • • dg • Projects /d02 -140 coldstone 1 1.,":7`);;;',;77:7; - 44111.A . , . .. CITY OF TUKWILA 1 44. 7471 � fi Y , .. .. xM p:n...»w e v.. - ..,.........,.v..«n...n..•w. • n ..+w...x +r•.a..HWNWi.HRCfi<ii iiiff :1`Y.:G.fk4tY.}.'n'.'KSS�'d( .• - • -- ,,- 7 CMzACTCR TIt SLPPLLT L INSTALL ALL PIPING L SAI�PLDE T=7.. ' a. RAY VATCJ2 0`4...T. 7LJ.C% VA I - Z SNALL 9E CARRIED 1Y SEPARATE ? t • SIDE SEVER. y IJTIU•rf VAULT COMPANY OR EQUAL •= 1 ' �,TE: GREASE INTERCEPTOR n_ T 1, �S � ;.\ SINGLE VAULT SYSTEM— OCUBLE BAFFLE • . ` . • o (( /$ _ s s \m \ FOR VGETABLANIMAL FAT, GRAS OIL City of Tukwila 600 -6000 GALLON CAPACITIES N t , • �� _ ,� ° D ATE: SS -12 t -,. ; 1908 1 1 /22/96 . \ _ ,.............,,..,.... r.. , s. .�a•w Pt+a'Vri...!'. -1 :.. a -: 'u'7+' • ,xnc..,x.,w 1" ewrvae+ ea+ r. �r. x_..,.a.w,.....,„.. > .. ......... ..... .r.,........•... .. ..... _ , : r er : r•a:f va.rn•a r xn. 1 •w•- .:,c.,rs.,.. 4.a '+•ktrVi:!f�#414rti�ti5!�.L'b i 1 l • • - ,- -../- ` B a, cp./ Residential Customer Equivalent (RCE) • 20 fixture units equal 1.0 RCE PERMIT CEN'fE� Total No. of Fixture Units _ /7 5 RC = 2p, RC *p, .t ";= . • ..r . • 20 • ;ry, 1 that certify the that capacity the information charge given levied is will correctbe based . 1 understand on this :—.:41.11:::::::, F o r Ki ng Count use: Account # information and any deviation will require resubmission of corrected data for determination of a revised ca acit Monthly Rate p y I ' charge. 3 $trir Six Month Due _ ;4��t� ,, Signature of . �. ' • Representative c =�r t Print Name of Awned, . � � CA' Representative // t 6arzh.rker.+) Date _ ?,,,, :: : 1058 (Rev. 8/01) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer #.�,, ( , .. . ........__....,».._-.. ., . - /- • 1.. Z . 1 _,• Exp 9 -3 -02 \ . • . • • } } f1` 1t?..,ryr1 i t 3�*A;;�•; ,, ?,I; Tdx • i :r t, is p • . ' . ) �` ' °P k Ed Wd£0 : Zti E00E £0 ' f S99£— Z9£ -90Z : ON Xdd DN I dQ : W0a3 3 .. r ' ' F!!_L CO , --- - -- - - 8riiLL'ERS~DDC-" �I o 1 Unger to 11ha h Prat h e m ov215 are /� ,� % sutlec o o anJ nn �i p of r ° m "z�,f 0 /� �//�� �//�/j�///� Plars �i roi.. Y �t Ic or -2ny �� s a "�� ! e / � y� a' � �� 2d��p a r .. _ ,n \I < N ap aa a a // a tracto u c py o` a a 1p,_ 1 ',: u edged. v 1 w fr' 9 9 � %�% ��� % '�'// // %p / y ://, /- ,/// ° A . 00 /„0 � % ' ? ' „� '� BY I j (' t . `�' I - . - . O m N � yy 0 0 0 � %� i 0 ' j Date /� I r o ■ e �1 ► / y � . � � q � .� /o %o DZ``� 1:/ Utl t!. ` v /EI - x A .O$ 'f, W , 1 , m �O .. i s I s r 1 v a � n Coe -_ _,,G ,, yll 0 o 4 o '/ : PROJECT 1 N FORMATION 5� j7f�lLlC4j l C�gUI, (} 1V1�; L SITE LOCATION GENERAL NOTES L4� ... I I ( T _ - 1 NEW AND UNDAMAG -ED - \ e I i DIVISION I GENER4L REQUIREMENTS �� DIVISION 5 METALS \ neon _ _ _ 1 I THE INTENT OF THESE DOCUMENTS ARE TO PROVIDE FOR THE CONSTRUCTION I. STEEL FRAMING -: WITH EAC v E OF METAL FRAMING REQUIRED, _ t2 c ='' - - _ ! : $rise({ >t OF THIS PROJECT, COMPLETE .'.ND FUNCTIONAL IN ALL RESPECTS. THE _ CINE 1 - = ( ° - -_f ° <^ /'.DE MANU- :iCTI-�<� <S �.D. =2. _.__'- •"'<'JNNE,R, BLOCKING, 1 \ - - - I 1 _ EXNTRACT EFERENCE SHALL BE R TOOK N ES FOR THIS RESULT. THE Y INSIDENTAL E OF = L INTEL 5, CLIP ANGELS, SHOES, REINFGRCEMENRS, FASTENERS AND Q °^ i �° _ - i 1 _ FOOR R T THE F - COMPLETE CONN STRUCC TION o - HE REFON OF T THE F OHE AND REASONABLY INCID PROJECT SHALL NOT BE ACCESSORIES AS RECOMI^�ENDED BY THE MANUFACTURER FOR THE I- _ - - 1I � • `I - _ CONSTRUED AS RELEASING THE CONTRACTOR FROM HIS RESPONIBILITIES. :=•PPL 'CATIONS INDICATED. VP 2 4 J i - o _ - Q W t . METAL STUDS: OPEN BOX SHAPED SECTIONS, 3 -1/2 INCH x 25 G-AG-E 11IIIIII\� _ 2- THE CONTRACTOR SHALL VERITY ALL EXISTING DIMENSIO CLEARANCES c IIIL - - -- - - •: nllliln � • - r nl i ": � �n :::: nn nlln l" nl "nl nn"In n_ : n: olio 11 "n "I" "111 0 0 _ - UIIIIIIInIIIiV EMENT G_ S 0 R --- u EI . T AND AT WALL AT 1 - - r a e I - _ _ � WORK OF ANYDISCREPANC ES FAILURE TO DO SO CONSTIT ESNC OF WATER HE ERii"OP SI D< _\ U RE :. O 0: � O I r ' N IZ ' i1111I111 -�- A! 11 ' i ' - TME - - _ •� 1. • � ACCEPTANCE AND RESPONSIBILITY FOR ALL EXISTING CONDITIONS. THE ! 1 I �, 3 -, : + d. _ - a _ 1 = CONTRACTOR WILL NOT BE ALLOWED ADJUSTMENTS IN THE TIME OR MONEY v ay F'� Y `( � {gjy =, � _ - �? � wmw _ t, REQUIRED TO RECTIFY THE SITUATION DIVISION "t MOISTURE PROTECTION Z 00, i -1 "R ... s/1 s A - 1 .111"1111111 "1111""1"L 1 1 "I "u L 'r T _ _ � \ _ - 3. Do NOT SCALE DRAWINGS. GIVEN DIMENSIONS SHALL GOVERN. LA _ _ _ - a z O - : " I�I! 1111 n 1111 1 11 0 . - - - -� 1 . E F � � SCALE DRAWINGS SHALL GOVERN OVER SMALL SCALE DRAWINGS. G- 1- ALL ROOF °ENETRATI0 ' B -_ ' NC S C ..5 NG ORIGINAL Z Q Z ._.�: II II 1�-�_ / PROJEC ROOFINCO" ° =\ I O A!\ ^. ^- <O <2�" _ f :11":1'11 111111 a THE CONTRACTOR SHALL SUBMIT SHOP DRAWIN OF ALL PURCHASED, O I- .-- 4 '¢ ,, 'III III "III" "III _ - - 'III II Cr iT C� w r � ✓ 1 I . - ___ o 0 4 0 �• % 1 �_ =AI B ED AND FINISHED ITEMS FOR REVIEW BY THE ARCHITECT UNLESS Z T $ _ TE T � � - WAI BY SAME. DIVISION 8 DOORS e WIYDOWS J � � � o � � � � = o � � 5. (I) 41- � ALL EQUIPMENT, MATERIALS AND ARTICLES INCORPORATED INTO THE (S) _ t {- - ! - M ° 1 ) �- PROJECT SHALL I. ALL GLASS SUBJ =C"T -^ N ,- 5 -ALL CON• ORM TO T= - - - s T =E T � - T L! = _ � ° - i - - , T " r - ALL WORKMANSHIP SHALL BE A - " - STANDARDS SE i r G I\ - F, U\ -GR^" BUILDING CODE. 1 0 3 I 0 6 . T . _ :llITHIN INDUSTRY S STANDARDS. - 3 I r L� 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND REPLACEMENT 2 L -XI SHALL O°ERABLE FROM THE INSIDE WITHOUT THE USE OF A SITE k 1 = EE I _ II111 n lll 1111) nt11 F \ '� , DAMAGE TO AREAS CAUSED BY HIS WORK AT NO ADDITIONAL CGS 70 <_" oR 5 FCIA - :<^JOWLEDG-E - I = E �` J 9 THE OWNER ., _OC n. CN i _ ,.��,,..� _ ,,,,1 ,,,,1 / 3. \ LL G E ` - : " E -E OR SUccA c_MOUNTED FLUSH BOLTS AND - I r " - *� -- i' -- I Jl� �( , -r. TH E CONTRACTOR SHALL 3E RESPONSIBLE FOR FOR S:_ E - Y CONDIT � , ?E _ E BOLTS: ANY OTHER TYPE OF DEVICE THAT MAY BE USED TO „. i ° I' __ I 1 � • / � %0 LATING TO JOB CONS RUCTION INCLUDING A 5: = NVIRONMENT FOR E E OR RESTRAIN 7 DOOR ARE PROHIBITED. WHERE EXIT DOORS ARE v - 11 -- aa �� __ ^ �' �z OCCUPANTS OF AREAS ADJACENT TO THE WOR.< AREA_ U IN °AIRS AND A ROV D A UTOMA C FLUSH BOLTS ARE USED, THE / / / / / / /!/ - o o �I '' s, *�� , r � DOOR LEAF HAVING TI- IC FLUSH BOLT S -ALL HAVE NO F � , 8 THE CONTRACTOR SHALL PAY ALL FEES FOR PERMITS NECESSARY FOR __ RKN,,B _n _ _. _ s- D -,_D,J - ;ARE. T4-= UNI ATCHNG- of ANY I �.1.= II Q ` Sl C � ' O D / 'ROPER COMPLETION OF WOR<, UNLESS NOTED OTHERWISE LEAF SF-= _NOT REQU <_ - =N ^N_ 0= - :4. tli °_ c7 _ __ a "- g ,4 �'�i,� - _ V AS . SHOULD THE CONTRACTOR OBSERVE ERRORS, DISCREPANC OR 4 . P \ C _RDWARE, W c2 NS _ CGr WI "n UNIFORM � I S �7 � 'T� OMISSIONS N THE CONTRACT DOCUMENTS, HE SHALL PROMPTLY NOTIFY THE BL DI`G CODE. C ./A NG R __ _ MOI.NTED AT 30 TO 44 11' WIN "Ens E _ 1 I . f / / / / . REQUESTING CLARIFICATION. THE CONTRACTOR SHALL NOT N - -S .- :EVE THE E O R J N' L C '\ - E SHALL NOT EXCEED I5 _ Ti . p IT % , / °ROCEED WITH W01R< AFFECTED BY SUCH ERRORS, DISCREPANCIES OR O.. _- NDS =N APPLIED 1\ .-- __C-Ilc, O- ' A,L s _ '" V ns 0 1 , U = � , H'- -, "��11111:11.1 II' 1 zi 0 f � OMISSIONS WITHOUT RECEIVING- CLARIFICATIONS. ADJUSTMENTS INVOLVING - 1 " " ` - L al�J _ Q �u I /I (] I v 1 ■ �%fi� SUCH CONDITIONS MADE BY THE CONTRACTOR WITHOUT PRIOR - EN = a _ 4 CLARIFICATION BY THE ARCHITECT, SHALL BE AT THE CONTRACTORS CUN DIVISION 9 FINISHES '1,1111 2 ! -= = - oat..>m� Rama a 1 PETSMARr I . RI SK COMPLICATIONS ARISING FROM PROCEEDING- WITHOUT CLARIFICATION III d) e,<1,, ; ii ` - c _ MI nos: E mart � �i f S.,ALL BE RESOLVED AT THE CONTRACTORS EXPENSE. 1. I = RI OR - NISHES TO HAv= - XII = AI SPREAD RA TING O F 200. _1 ,� G --� 'Imo a F r _ J- � - L c_1 !111111111 1 1111- o 10. U WORK PERFORMED ON THIS PROJECT SHALL COMPLY WITH ALL 2. 5 C .=R ITIONS TO BE =N- D 50 =5 1O RESIST A LATERAL LOAD OF a •( L APPLICABLE LOCAL, STATE, AND NATIONAL CODES, LAWS AND ORDINANCES �AS OLLOWS, BOTTOM 'INC -OR TO SUB FLOOR WITH 300' _ ^ W G..._R D _ RIVEN PINS o 4a 0 ICBO •;'039 ANYTHING IN THE CONTRACT DOCUMENTS NOT WITHSTANDING, THE ^ II CONTRACTOR ACCEPTS THE RESPONSIBILITY OF CONSTRUCTING A 3 . G BOARD WALLS TO E TAPED, SANDED AND HAVE S MOOTH FINISH, {>/ U i�ROJ SiTE /AREA WATERTIGHT, WEATHER TIGHT PROJECT. UNLESS OTHERWISE NOTED 1 ')� ECT T AM I I - 4. - -= RACTOR SHALL °RO / CE INSTALL CAULKING WHERE NOT 11 in Pro BGt LOGa tion: 11304 SOUthcenter Park 48 12 CONTRACTOR SHALL COORDINATE LOCATION OF ALL NEW ROOF MOUNTED = CIF'CA -LY PER =OR ME^ B` OT.:ER TRADES. OWNER: Smiling Gow LLC MECHANICAL: BIDDER DESIGv J y EQUIPMENT WITH OWNER PRIOR TO INSTALL. CENTER EQUIPMENT OVER BEAM (FRANGHISEE) 2212 Queen Anne 16� Tukwila, WA 98188 OR COLUMN UNLESS DIRECTED OTHERWISE BY OWNER 5. CER- iIC -'LE FLOORS S', -ALL \OT vARY MORE THAN '4' PER 10 FEET, O (D Seattle, WA 98109 -2312 ELECTRICAL: BIDDER DESIGN Jurisdiction: City or Tukwila Phone: (206) 2S4 -4518 SPRINKLER: BIDDER DES!G -N Zoning: TUC - Tukwila Urban Center 13 CONTRACTOR SHALL PROVIDE 2x BLOCKING AT ALL WALL MOUNTED DIVISION 10 SPECIALTIES Contact: Jeri .Judas EQUIPMENT OR ACCESSORIES. I. S::TE NUM E BER OR ADDRSS TO BE POSTED ABOVE DOOR 0 LANDLORD: MNW Parkwa Su reenter LLG Occupancy: M - Mercantile ARGF 1TECT: Dimensions y p� 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION G M BK Northwest Seismic Zone: 3 14 ALL SIGNS INCLUDING WINDOW SIGNS, TO BE SUBMITTED FOR REVIEW AND 3006 NOfihUp Way #104 APPROVAL UNDER SEPARATE PERMIT. BY OU ER/GONTRAGTOR / MODIFICATION TO THE FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL Bellevue, WA 95004 4949 SW Meadows Rd. "695 Applicable Codes: BUILDING UBG 1991 SUBMIT PRIOR rO C To G-GVERNNG AuTHO2 Y FOR REVEw AND APPROVAL Phone: (425) 521 -9293 Lake Oswego, OR 91035 ELECTRICAL NREG COMMENCING- L - OR<. Contact: Mike Perry Phone: (503) 636 -2800 MECHANICAL UMC 1991 DIVISION 2 SITE WORK DIVISION 12 FURNISHINGS Date: 04/24/02 FRANCHISOR: Cold Stone Creamer PLUMBING UPC 1991 Job ° 2002 -10 I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION REQUIRED SCHEMATIC DESIGNER: FM Group, Inc. y HANDICAP UBG 1991 T K O ALLOW FOR ALL PROPOSED NEW WOR 1. ALL MILLWORK TO BE CUSTOM GRADE A5 CHOSEN BY OI.,NER. PROVIDE Scale: A5 SHOWN 16101 N 82nd St. Suite A -4 W/ WASH. STATE AMENDMENTS CASEWORK WITH ALL NECESSARY HARDWARE, HINGES AND PULL 5. 2944 N 44th St. Suite 150 Scottsdale, AZ 85260 Tenant: Cold Stone Creamer y 2 - PATCH, REPAIR, REPLACE AND FINISH ANY FLOOR, WALL OR CEILING TO Drawn: J.G. Phoenix, AZ 85018 Phone: (480) 348 -1104 MATCH ADJACENT AREAS WHERE DEMOLITION HA5 BEEN REQUIRED. DIVISION IS MECHANICAL Check MCP Phone: (602) 2 11 -1811 Fax: (480) 348 -1118 Proposed Use: Ice Cream Shop 3. PROVIDE PROPER SNORING AND DISCONNECTION OF ALL UTILITIES PRIOR TO DEMOLITION. I. REPLACE EXISTING GAS HvAC UNIT WITH 5 TON UNIT SET ON EXISTING CURB. Revt$iGns: Fax: (602) 211 8255 Suite Area: 1443 SF 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING- THE SITE FREE OF SUPPLY ELECTRICAL CONNECTION O UNIT. Occupancy Load: DEBRIS. 2- VERIFY FRESH AIR SETTING, HUMIDITY CONTROLS, BALANCE, ETC. ARE SHEET INDEX ADEQUATE FOR PROPOSED USE. REPLACE AND /OR MODIFY SYSTEM AS Public (Restaurant Group B) 516 SF /15 = 34.4 5. THE CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER PRIOR TO REQUIRED FOR COMPLIANCE WITH ALL LOCAL GOVERNMENTAL AGENCIES I AID.ID C OVER SI -IEET, PROJE INFO Non - Public (Kitchen) 921 SF/200 = 4.6 START OF WORK, THE REQUIREMENTS FOR CORING OF FLOOR SLAB FOR ALL REQUIRED WORK REQUIREMENTS. A1.0 SITE PLAN 4 DETAILS Tota I 39.0 6. CONTRACTOR SHALL COORDINATE WITH OWNER AND LANDLORD. THE EXTENT I 11 OF WORIK TO BE CHARGED TO LANDLORD V5. OWNER AND HOW CONTRACTS -- A2 ID MAIN FLOOR PLAN Exits Required: 1 AND BILLING ARE TO BE STRUCTURED. -,` '',,,,,'' -- A3ID REFLECTED CE ILING Exits Provided: 2 DIVISION3 CONCRETE P lumbin Fixture Count: 1 - CLEAN, GRIND, AND FILL EXISTING CONCRETE TO ACCEPT VINYL TILE, ELEVATIONS 9 o O A4ID Public ( tch blic Kie 5 SF/200 = 2.6 1 2- FLOORS TO RECE /E TILE OR SHEET VINYL SHALL NOT VARY MORE TWAT I/,' A5.ID ROOF PLAN Non - Public (Kitchen) 921 SF /200 = 4 . 6 PER 10 FEET. Tota I 1 Occupants 3, REPLACE ALL CONCRETE REMOVED W/ 4000 PSI MIX, USING REINFORCING 1 PER LANDLORDS SPECS. FINISH SMOOTH TO MATCH EXISTING. Restrooms Required: I + 1 Restrooms Provided: 2 1 ®2 s 1 0 m - L SEE SHEET A2 FOR SCHEDULE OF FURNITURE, FIXTURES, - O HEADER - BOTTOM AT l' -0' AFF. ((� Ci .3 H EOUIF ENT, MISCELLANEOUS e OPTIONAL ITEMS EXISTING WALL TO REMAIN. I. CONTRACTOR TO VERIFY EXISTING CONDITIONS TO 2 CENTER ON GHEA CABINET. ( / ? 2. REMOVE CONCRETE SLAB FOR UNDERGROUND ELECTRICAL AND PLUMBING DETERMINE EXTENT OF ANY RELOCATION OR DEMOLITION LAN D. REPLACE WITH EXISTING TRANSFORMER TO REMAIN N v GONG. AND FIBRE MESH REACHING 4000 P51 PER OF ANY EXISTING STRUCTURE OR UTILITIES. Z ° < LANDLORD STANDARDS. - - - - 1 EXISTING WALL TO BE REMOVED CONTRACTOR SHALL REMOVE ALL EXISTING WALL, FLOOR 4 INTERMEDIATE BRACE, SEE DETAIL 8/A5, MIN. 59' FROM END - m m N AND CEILING FINISHES. CONTRACTOR SHALL PREP OF SNEEZE GUARD. NEW 3 -5/8' MTL STUD WALL UP TO BOTTOM EXISTING SUBSTRATES AS REQUIRED FOR NEW FINISHES. O / i ° p 5 5' -0' RADI PER A D A . U OF ROOF STRUCTURE - 5/5' GWB TO 10 ' -0 ' PROVIDE 3' GAP BETWEEN SNEEZE GUARD AND ADJACENT rn 4 3. WHERE INEILL OF OPENING AT EXISTING WALLS IS REQUIRED, 6 PREMANUFAGUTRED INSULATED PANELS NEW WALL SHALL MATCH EXISTING WALL CONSTRUCTION. EQUIPMENT AND / OR WALL E X X /\ ED LOCATION OF EXISTING ELECTRICAL PANELS [ = a N 4. CONTRACTOR SHALL VERIFY ANY EXISTING PLUMBING, °- r °' MECH OR STRUCTURAL CONDITIONS WHICH MAY ® PROVIDE IT 2' DIA_ HOLE WITH GROMMET AT REGISTER FOR rJ � INTERFERE WITH THE CEILING OR WALL PLACEMENT POWER ',3'- CORD. COORDINATE LOCATION WITH OWNER o , n 9® EXTEND CONDENSATE LINE s WALK -IN COOLER/FREEZER -- m Ti, COMPRESSOR UNIT TO MOP SINK 0 o I0 PROVIDE CONDUIT AS 15 FOR 12 VOLT WIRE FOR RUN n BETWEEN CONTOL BUTTON AND NOW SERVING DISPLAY. — (SEE ELEC.) COORDINATE FINAL LOCATION WITH TENANT. II EXTEND WALL ABOVE WALK -IN COOLER/FREEZER TO - CEILING. FINISH WITH F,RP. PER FINISH LEGEND_ • S' -S' X 4' -1' II' -1' v.IF. / / 12 EXISTING EXIT DOOR I3 ACTUAL THERMOSTAT LOCATION TO BE DETERMINED BY MECH_ CONTRACTO: _ . x2 5 ` � J / 3 �� 0V _ 1 •. O 14 EXISTING THERMOSTAT TO BE REMOVED AND REPLACED AT LOCATION ~ l �(eE2 ) -9 eEI °6 o \ o , �' I� DETERMINED BY MECHANICAL CONTRACTOR j \ - s� _ r \ ® FIRE ALARM FULL STATION �,, JI � \ \ ,=/\ ., I L - J I L __I 16 VERIFY ELECTRICAL CONNECTION FOR SIGNAGE 'i I II ED CATS FROM CASH REGISTERS TO OFFICE Il e `, i I 18 WALL TILE ON se' GWB OVER NAT CHANNELS ®16' 0.C. CONNECTED (,.5 \ 5^ 1 T O EXISTING MASON WALL \ 2 ' I I I J Z I �REEZE I C I /`_ FREEZE �OOLE _ \ 2 0' I ;'(g' �DED I j OFFICE I c YIF R 3 I� L _ .�. 1 3 I �{ `�. J L J t_ Y -„ OFFICE ..," E' •". ,.. r � ... _ � a scz DOOR FRAMES HDWR o = ' .9 II C NO. SIZE THICK TYPE MAT'L FIN TYPE MAT'L FIN SET REMARKS 777. ® 101 3aXla ! -3/4 3 SG WD PL5 A HM P4 B ALL FRLJiE3 - PRE3.�iED FffL. L L1 - I/ 102 30x I -3/4' I SC WD PL5 A HM P4 A ^' o° I I 11 103 3axla I SC WD PLS A HM P4 A •• - 1 y O .E - \ I I I 1 ..'_D 11 -- IiJ4 3a x12 ! . .. 0 - I SG WD PL5 A HM P4 C \ N 2 GEE HW 10 5 EXIST. 1 -3/4' - GLUM A ALUM R SGFID 0 ,{ 1L NOTE I }'- Y / I RESTROO - _ P r ® , [ 1 06 NO DOOR _ _ _ _ _ _ _ _ 1 _ _ _ _ A HM Z OOR' FRhM dE / 117 I 9 \ - STROOM / ' I —L J POOR TYPES F____ RAME TYPES j.,.- z 0 Q t — L• kil \ __ -v =42 r �� x: 411• C ® A Q \ I / ■ s l 0 1 - D " In �' y o J \ -- Ili 1 � . a 0 SOLID ( .LUMINUM WOOD i o - ° € ri x . \ e u, � L-- CORE- Q Q A,;! ( \ l L - - / . �!170D LAZ ING - &LAZING u / I ()c A I 'n � : �� �- 0 r 0 - ./ I KITCHEN I .7. ar —(pE6) a I KI-C -EN1 L _ I , ` -_ f �� 3 I .D I 'f 0 0 0 v I R i l ROOM L E ici) ES - ROO T^ - ( 3 :_0• I I - - - - ao. ® .n ^ 3 -0 r -... _ ', ti eE i2 \ � ' q ___ _ I \ - -, I J _ 1 I O SETA (BATH) _ I T � 1 \ - _- - _ i — I \ y� Orr ITEM MANUF. t MODEL NO, FINISH 0 5 (' � �g N I T ( ^ 1 (� p I • r i 1 e ( LI I!1 PAIR BUTT HINGES McKINNEY TA2131 3 -I/2 x 3 -I/2 U526D z C eET� '1 !', ' 1 ' ' SID `--, m Q L \ j1 i PRI VL.GY LOCK SGHLAGE 'SAT' 540D US26D * - Q J ' • _ \ _ - - -- - - - J , ��D ( - 2 KICK/MOP PLATE ROCKII OOD I0• x 34' .125 U52'vD /... , 10 • X38 _ I /,` 7 °' � � u WALL STOP GL JOHNSON WBII US26D Z EL _ / / _ °' -1' / 4' -0' / — / , I J 1 SET DOOR SILENCERS GLYNN JOHNSON GJ64 U5260 CLOSER COMPONENT z 1 , r= . �� SET B (OFFICE) II MO N 111 QTY ITEM MANUF. ! MODEL NO. FINISH : 0 II. w III 112 PAIR BUTT HINGES McKINNEY TA2131 3 -12 x 3 -12 US26D E © '� LL i . B `` � � �a�) I ENTRANCE LOCK SGHLAGE 'SAT' 551PD 11526 (�� D � E4 '4J , � 3 ./1 O �T� III � I . 0 r,i . III J 2 KICK/NOP PLATE ROCKWOOD 10' x 34' . 125 US26D LL / ` '- SET DOOR SILENCERS GLYNN JOHNSON GJ64 O LL A - 1 I1 \J WALL STOP GLYNN JOHNSON WBII L'520D j (�yll,, _-.° , I�JJ \ Q LL L ONE WAY VIEW IVES U6'3315 0 L L II J ' � d Lu 11 CC \ n1 _ Ij OR i SET C J 111 _ "' Q ITEM MANUF. , MODEL NO. FINISH LL O 0! x4 L ® 1- 0 L r O 12 PAIR BUTT HINGES McKINNEY TA2131 3 -12 3-1/2 U x 3 -1S26D 1 111, a J i ce- r -1- � _ = I ENTRANCE LOCK UNICAN PRIMARY (eEsrt� - PROGRAMMABLE 4000 US26D a r .. - - O2 I LOBBY I w — I I I CLOSER W/ STOP SARGENT 1230 SERIES US26D LLOBBY = -- S ERVI C E I : 0 II 1 S ERVICE 2 KICK/MOP PLATE ROCKWOOD 10' x 34' ,125 U526D LJ WALL STOP GLYNN JO HNSON WBII US26D i J 0 Q CO 0 I SET DOOR SILENCERS GLYNN JOHNSON GJ64 -- -- pate: 04/24/02 Q ��� I eE m 7 , E \ S - \ L DOOR TO HAVE SIGN THAT READS= 'DOOR TO REMAIN UNLOCKED DURNING JOO : 2002 - L EI6 REGULAR 815INE55 HOURS.' PER UNIFORM BUILDING GOD ' � — � tTf -:- S —� -D (� cale.: AS SI -00st LxI = f (e - D . B y �� III / \ � J.C. Drawn: l ❑ € r = I j c \1 ` H ❑ , . _ , .- Check: MCP 1 r A eE 3� 3a III 0J CEILING MOUNTED JUNCTION BOX 0 C O LD WATER Revisions: � w A LL ' O Ali 3 O ..._ • ' CLR v _ . I� - III _ $ SWITCH -e- HOT WATER • � tl III n ',;, �' ' J FAN AS PER SPEC O DRAIN x 10 2 I L, II 1' � ('-, ® �.. I 0 � II ® 1 � DOUBLE RECEPTACLE � GAS 4 . -, ` . I (Fp DOUBLE RECEPTACLE WITH - II (J = i� �//- m • - } 1- ~ an ^ FN I / / / / / /,T� GROUND FAULT INTERRUPTER ® FLOOR DRAIN • L I m5 $ FOURPLEX RECEPTACLE 671 FLOOR SINK (eMr,) . I m L - ❑ SPECIAL CONNECTION A, ABOVE FINISHED FLOOR © DIRECT CONNECTION 5U STUB UPCOUT OF FLOOR) CH CAT5 OW OUT OF A 1 .0 • F O W E IR/ F� J� B I N G FLAN F L O O F FLAN AFF ABOVE FINISHED FLOOR X I •FIXTURE TYPE PER SCHDULE SU STUB UP(OUT MOUNT FLOOR) 0 1/4' = l' -0" 1/4° = l' -0' cm e EIL ECTRIGAL ONECTION n = EL FIXTURE TYPE C PER N SGHDULE O2 liD . ., a L . --\/ V --- W V —V --- VV V V - - N/ V _ _ - -1 . �..4 Schedule of Furnitu FlxtLres ` F ui rnent , lvliscellaneous and O tional, „items by �K :it . Z m � O2 CENTER ON GHEA CABINET. m NOT USED W F O W F- Z 0 (. i ' > N x, a O � Q W W w 1 cD W �/ < , W l I W O m N ® NOT USED im si L Q J Q 2 b- Z 6.� r � N �N N CD ® INTER P, MEDIATE B RACE, SEE DETAIL 5/A5. MIN. 59' FROM END OF SNEEZE g w W = Q Q Q Q Q Q ~ m m GUARD. El' m t CS DESCRIPTION MAKE / MODEL } 0- = d. Y Q U 0D S t D z D 0 p7 REM A RKS 0 m ® NOT USED FURNITURE COLD STONE CORPORATE STANDARDS - INDICATES ITEM TO BE PURCHASED THROUGH COLD STONE CREAMERY CORPORATE STANDARDS PROGRAM. ” - - " o - " O PF:OVIDE 3' GAP BE [ q BETWEEN SNEEZE GUARD AND ADJACENT F1 2 TRASH RECEPTACLE MODEL 415 DT, BLACK iSGAL. COLD STONE CORPORATE STANDARDS" (f) Y a EQUIPMENT AND 1 OR WALL. et F2 2 FRONT SERVICE COUNTER CUSTOM MILLWORK SEE DETAIL 6 /A -5 7 O NOT USED q F 1 BACK COUNTER CUSTOM MILLWORK _ SEE DETAIL 7/A -5 2 c ; m ICI _§' o a L'" m LE ® PROVIDE 2' DIA. HOLE WITH GROMMET AT REGISTER FOR q F4 2 SNEEZE GUARD CUSTOM _ POUTER CORD- COORDINATE LOCATION WITH OLLNER SEE DETAIL 8 /A -5 L ° 7 q F5 0 TABLE TABCO TSAG -304 LOCATE PER OWNER ° Z ® EXTEND CONDENSATE LINE A WALK -N COOLER/FREEZER COMPRESSOR m UNIT TO MOP SINK 4 F6 i WIRE RACK 48" LONG x 18" DEEP i/2" PLYWOOD BACKING IN LEIU OF GYP BOARD , ^, o < U o C Z 8' -0" LONG x 16" DEEP (SPOT ONE INTO 2 SECTIONS COORDINATE MOUNTING HEIGHT M1H TENANT I ' IC) PROVIDE CONDUIT BELOW SLAB FOR 12 VOLT WIRE FOR RUN BETWEEN "S F7 2 SPLIT MRE RACK TO MOUNT ON EACH SIDE OF FAUCET) CONTROL BUTTON AND TAKE A NUMBER DISPLAY. (SEE ELEC.) 4 F8 1 STAINLESS STEEL TABLE WITH WHEELS TABCO ELA 6240 -1A25 24" X 30" COORDINATE FINAL LOCATION WITH TENANT. 4 F9 I FLOOR SAFE VAULT MASTER - MODEL CSC 3023 cp EXT:IID WALK -IN COOLER/FREEZER TO CEILING. FINISH WITH F.RP. PER '4 F11 3 TABLE BASE AND IC, COLD STONE CORPORATE STANDARDS.. FNIE,H LEGEND. q F12 12 CHAIR COLD STONE CORPORATE STANDARDS" F13 1 GRIPPER SHELF ASSEMBLY 1 EA. 10 "x48" WHITE SHELF - SYSTEM WORKS SEE SHEET A -4 FOR MOUNTING HEIGHT. . 2 EA. 24" SHELF GRIPPER - SYSTEM WORKS X2 O `FIX TURES... .....-- _ _........ __. /-(-. /-(-. X 1 1 E2 cl ; X1 1 MOP SINK SEE PLUMBING )-\ \TJ q X2 0 WATER HEATEP,(LOCATED ABOVE MOP SINK) RUUD ELDRS40 OR EQUAL (40 GALLON CAPACITY) 208/1 26.4 OO J 4 X3 1 3 COMP. SINK w/ 2 18" DRAINBOARBS UNIVERSAL STAINLESS 3N1820 -2018 0/ T &S 0 -133 PRE RINSE SEE PLUMBING — � :I• TIN A rA VERIFY MOUNTING WITH COUNTER BUILD -OUT - SEE DETAIL 10 -5 —� h x `_ J X4 VERIFY DIPWELL SERVER 15" DIPWELL 1/A 3/4 EXTEND DRAIN UNE TO FLOOR SINK, NO 90' OR SHARP BENDS I I q 05 2 HAND SINK STANDARD 16" M [- DTH I /2 1/2 2 g X6 7 HANGING UGHT FM URE SEAGULL #6519-21 16" DIAMETER (COLOR RED) 115/1 © COLOR TO MATCH WT3 COOLER EZERJ I COOLER ', X7 - - WM1II TE ON WHITE OR BLACK ON BRASS, CONTEMPORARY ay � ps 4 CEILING FAN BLACK. 5 BLADE 52" HUNTER �J22984 OR EQUAL - 115/1 0 • - OFFICE w - O S lE CORPORA S ill 4 l `° A2 y XS 1 LOGO SIGN 115/ ' �` OORDINAT< O LOCATION MTH OYMER . Ev 1 E :0 L : .Y. X9 0 LOGO ` "" 11 h,S, _ COORDINATE LOCATION MTH OWNER. . Z COLD Ai, �/ A6 t , X10 2 FROS T TOP FAL CE FISHER FAUCET 3042 — 1, "" Q i t - / L _ _ EE FLU.aMIN., /\ Q X11 4 FLOO>r� 1 AWIRMS S \J j I f EQUIPMENT U iu CL '° o ■ 1 1 q ■ ®0 WALK- «P MASTER BILT, 6' x 8' W/ OPTIONAL FLUORESCENT LIGHT 208-230/1 3/4 �' '� - ' 5 1/2 COMBINED SIZE IS 4 0- o CD -- 7' -9" 1 7" 8 _ q 11111111 WALK-IN FREEZER MASTER BILT 208 -230/1 2 IT' _ 5 ia RESTROO ■ ,1r l f— _ ''\' q ■ ®© FROST TOP (2) ATLAS WF5 120/1 1/3 9.8 QI� , .7% FLOSPSINK 71TH , BEND;. Z = Z o 2 E4 0 DIPPING CABINET GHEA -9 0 220/1 1/2 10 I OF OUTLET i 92" A.F.. \ `V Z o` _ n . - �IINC C "B':= MASTER-BILT IHC -48 230 1 1 1 2 11.5 W -- _ x " M8 X11 .T q I E4 1 DIPPING CABINET GHEA -12 2201 i 2 10 F' T3 ` �� "az °. E O _ �ALL • T IO', h + • E5 1 / / Mll ,7N TR - • � , „ ACTOR TO INSTALL CONDENSATE PAN ASSEMBLY. "4 "` r i=.) I-' o- 251 I ® q E6 L 'WATER TEL P,EEZER COLDEUIE LB -502 208 -230/3 3 23 Q 1 / 2 " I L _J Q F, LI q ® © C ASH REGISI.. P00000IIC 5500 11-./1 .0 8 0 T _J - (ADD EXTRA DUPLEX FOR FUNRE USE O _ ■�© BOTTOM OF OUTLET @ +38" A.F.F. O ' CONE IRON F,,:�� : I - _ - • ■�S HOT TOPPING :t4tE" FSP 8 01 120/1 BOTTOM OF OUTLET 0 +38" A.F.F. -c I j MS X1 7 1 - q ■ E10 © BLENDER VITA 21X ; J 'W/ I EXTRA 0TA -MIX 15506 CANNISTER 120/1 2 M.5 8 1 00(000 OF OUTLET 0/ +38" A.F.F. 5 J F8 �L ° °° RESTROOM q I E11 • REFRIGERATED OS L • :ASE ASTER-BILT 5 , D 220/1,120/1 2.5.9 UWm S -tANO AND CASTERS 1 \2" CLEARANCE ALL SIDES C4 E12 CONVECTION OVEN TURBOFAN E25 110/1 20.0 "1 / S S i ( ) I`---1 l _ 3" CASTERS - REMOVE LEGS - 32" MAX HEIGHT r - • rU D i UNDER UNDER CO00 C0 L ER PER :WARN SILVER KING SKR 4fl DOUBLE DOOR 115/1 5.5 N / III' t I COUNTER SILVER KING SKF -27 SINGLE DOOR 115 / 1 6.0 n W/ 3" CASTERS - REMOVE LEGS - 32" MAX HEIGHT_ Z ® I9 el , 1-I I ,1 M2 :!1 -- .= - -- E71 Fg cr ; DIP SERVER D1 -I #92000 r ® F es , ` � Im cr ' MISCELLANEOUS ITEMS F1 ® " 1 R M1 1 I "TAKE A NUMBER' DISPL :.'! U -R NEXT l_ I COLD STONE CORPORATE SfAI000DS" 1— V I � I I Ell XS q M2 1 I "NO`N SERVING LA! U -R NEXT I =OLD STONE CORPORATE SW.2, 05' ill /ft O — h -� " l _— J170 M4 1 FENU BO ORDER EP ROAM - CUSTO - - - EE SHEET A -4 FOR ELE /A TIC I �� 3 � =E SHEET A 4 FOR EL.VA TIC.!, C E::TER ON GHEA I �/ F4 'll. I , 05 1 01X -INS BOAT: CUSTOM SEE SHEET 0 -4 FOR ELEVATE, 0_ ®® l[ 4 26 1 "WALL OF FAME" BOARD CUSTOM L SEE SHEET A -4 FOR ELEVATION , J L E - -) - M3 M7 1 "WALL OF FAME ENTRY e0Y COLD STONE CORPORATE STANDARDS. 0 V-� 1 q M8 4 PLASTIC STRAINER BASKET INSERT IN EACH FLOOR SINK al (t9-----10 _ O X4 - 4D et M9 1 "SMOOTHIE BOARD" CUSTOM SEE SHEET A -4 FOR ELEVATION \/ N ® `— et M10 1 "KID ZONE" BOARD CUSTOM 4 SEE SHEET A -4 FOR ELEVATION / 4 I -0L0 STONE CORPORATE STANDARDS" '\ - PA11 2 24 0 36 POSTER I1 FP.Ah�� 1 J " I II LOBBY E4 (0 ' ®A 212 1 "P.O.P." SIGNAGE - 18" z 32" COLD STONE CORPORATE STANDARDS. ' Date: (d4/24/l 2 1M1 I — ►' 1 ] C L L ADDITIONAL ITEMS.:. - - � _,, _. -- - - _ - Job ` 2002 - - - I ® Al 1 I DESK 'MTH FILE CABINET - 0 SU PPLIED BY OWNER Scale: AS SHOWN N ✓ i— . 1 � Drawn: J.G. h4 V , ® 9 q A2 1 STEREO OR MUZAK SYSTEM MV SUPPLIED BY OWNER, INSTALL* ABOVE CEILING �, Fix, MS — — Checfc f CP _' :, �7 g A3 1 PHONE SUPPLIED BY OWNER, COORDINATE MOUNTING HEIGHT 0/ OWNER. M71' I I I h E16 ► ` ReVI510n5: Ali j F,' ., E T 0 II q A4 0 MUL TIPLE 71ER LOCKERS /1 ( LL M9 05 1 SECURITY SYSTEM SUPPLIED 00 OWNER, COORDINATE MOUNTING HEIGHT W/ OWNER. ® `±)- i� ; 0 q A6 2 FIRE EXTINGUISHER SUPPLIED 8c INSTALLED BY CONTRACTOR g � ♦ rte ) T`,�,( � _ . •11 RE F E :' . A2 a a OUIPME T PLAN 0 1/4' = I'-0' T:x ::a — I - U s y s . �:_ FIiV1SN L�GEPJD _" FINISH' SCHEDULE m MATERIAL I COLOR KEYWORD MANUFACTURER MANUFACT. SERIES I CATALOG NUMBER OR COMPOSITION _ m 4 WALL nLT WALLS CEILING CEILING I) RE: MECH. FOR EXACT NUMBER TYPE AND LOCATION OF SUPPLY, RETURN AND EXAUST (/ ? N � - "BLACK DAL -TILE 4.25 "x4.25" K -1t1 AREA N S E W FLOOR BASE TILE GRID HEIGHT REMARKS FIXTURES WT? l DAL -nLE 4.2s " x4.2 5 Q=10p / N - RED) DAL -TILE 4.25'u4 DM1 USE BULINOSE nLE ® MENU BOARDS. � . -• 16s I _ 2 ) RE: ELEC. FOR EXACT NUMBER, TYPE AND LOCATION OF OUTLETS. L > KITCHEN FRP FRP FRP FRP FT4 82 AT1 CG2 10 -0" 1, 2 L N ■ GROUT "DELDREA 3) CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING W FLOOR nLE SERVICE COUNTER SEE ELEVATION SHEET A -4 Ff4 82 AT1 CG2 10' -0" 1 IUORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING CEILING SUSPENSION SYSTEMS, FTt - WHITE GRANITE' NE sELEC' NO GRIT o OR v5 - FAVYu LOBBY SEE ELEVATION SHEET A -4 SEE SHT A -3 81 AT1 CG2 10' -0" 1 ETC. NECESSARY TO MAINTAIN THE FINISHED CEILING WEIGHTS INDICATED ON t Y I 1 Q2 • WHITF GRANITE DAL - TILE DAL -TILE 12x12 I2x 2 v1TRE STO Vr E STONE E SF 1Oq R OLIR: ; VS-122 H HEALY 9 DUTY T SEE SHT A - 81 ATI CG2 8' - 0" 1 ARCHITECTURAL PLANS. ( () o I n Fri I " etAC�GReN11E - DAL -111 taxta vrrnE srDNE sFI FS - NO GRIT. COLOR �vs -1z HEAV�un TOILET ROOM PROVIDE 4' - 0" HIGH TILE l/ � DIABLO QUARRY RED" METRO TILE 6X6 ABRASIVE Joro1 WAINSCOT ALL WALLS SIMIyM 4) PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO PARTITION LL TO LOBBY. SEE DETAIL 5 /AS. - FLOOR TILE GROUT cHARCOA� cusroM GROUT N 6n SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES. 2 °' — ��,, OFFICE GYP / PT1 VINYL 82 ATl CG2 8 " -0" 1 7 E o PAINT___ PT7 � WHIIL " SHERWIN STYLE PERFECT I I 5 LIGHT FIXTURES, EXIT SIGNS AND OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER c ; m WILL SINTEINTERIOR SEMI - GLOSS L A AT 2OW81, LATEX WHITE P' OF INDIVIDUAL CEILING TILE U.ON. OR AS DIRECTED BY ARCHITECT. W m 9 n m I"Z cI2Ar SHERWIN INTERIOR T S LIX ENAMEL - PURE WHITE GALLON: 6) PROVIDE CEILING ACCESS AS REQUIRED (BASE X) t. CEILING HEIGHT - CONTRACTOR TO VERIFY IN FIELD. 2. FRP UP TO GRID. WILLIAMS _ INTERIOR SEMI - GLOSS FORMULA/GALLON: FOR EQUIPMENT AND SYSTEM MAINTENANCE. � BLACK 2 07. 24/32 VERIFY MANUFACTURER RECOMMENDATIONS. °c - � GOLD 16/�3�2� o PT3 "RED DUNN EDWARDS SYN LUSTER 10 -1s FIR REE D �) ELECTRICAL CONTRACTOR TO PROVIDE ALL SWITCHES, DIMMERS, ♦ PLATES, AS REQUIRED m ' BY DESIGN, LOCATED 4V AFF., TO CENTER OF SWITCH, 6' FROM DOOR FRAME. U.ON. 1O WALL PAPER WP "SILVER" JM LYNNE CO. 54' WIDE, #SP 20 - OUNCES MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TO GETHER AND FURNISHED WITH CI o v ONE COVERPLATE. CEILING CG7 GLOSS WHITE "_ '� CG2 "GLOSS BLACK O g) THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING TYPES, CEILING - All ITE ARMSTRONG — 1 SHASTA #421 WASHABLE nLE FIXTURES, LIGHT SWITCHES AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS (LIGHT PLAN) FOR CIRCUITING, WIRING LAY -OUT, AND ADDITIONAL INFORMATION. PLASTC LAMINATE L 9) ALL SPECIFIC INFO. CONCERNING INTALLATION OF VARIOUS ABOVE CEILING ELEMENTS ARE - - - PL1 "RED" FORMICA STOP RED" - PRODUCT H 839 - 58 TO BE FOUND IN THE HVAC, PLUMBING, FIRE PROTECTION, ELECTRICAL AND LIGHTING _ - - -_ PL2 "GRAY" FORM. - 'FOCl/UST - PRODUCT # 1816 - 58 - - • PL3 I "WHITE' MELAMINE i DRAWINGS, BY THE CONTRACTED ENGINEERS. PL4 1 MENUBOARD WILSON ART 'CLASSIC BLACK - PRODUCT # 1745 PL5 1 BLACK" WILSON ART EBONY STAR #4552 - 50 BOTH SIDES OF ALL 10) CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONFLICT OF LIGHT FIXTURE LOCATIONS WITH INTERICR DOORS MAIN RJNNERS, DUCTS, ETC. PRIOR TO INSTALLATION. PL6 BLACK WILSON ART 9021 -MG GRAPHITE "MIRAGE" PL7 " GRAY " WILSON ART D315 -TM "PLATINUM" "TEMPEST" - � SPECIAL FINISHES F.R.P. WHITE FIBERGLASS- REINFORCED PLASTIC PANEL SYSTEM FREEZER I I 1D VERIFY FIELD CONDITIONS AND LOCATIONS T1 ALL PLUMBING, MECHANICAT DUCTS, COOLER STRUCTURAL ELEMENTS AND ANY AND ALL OTHER APPLICABLE ITEMS. INSTALL NEW BASE 91 - BLACK DAL - nLE K - 711, COVED BASE TILE PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS 50 AS TO NOT 87 DIAR QUARRY RED" METRO TILE 1 6x6 ABRASIVE #0701 CONFLICT WITH LIGHTS AND ANY UNIQUE FIELD CONDITIONS. NOTE: CONTACTOR MAY SUBSTITUTE ALTERNATE MANUFACTURER'S FOR SPECIFIED MATERIALS WITH PRIOR APPROVAL FROM COLD STONE s T 12) FURNISH AND INSTALL UNDERWRITERS LABORATORY, INC (UL) LABELED DEVICES CREAMERY CORPORATE OFFICES. I ( I` I� I , L L7�' ' THROUGHOUT. \ f 13) REPLACE ALL CEILING TILES, DIFFUSERS . SUPPLY GRIDS. PAINT t REPAIR GRID. IT CTS 7. il l \ O INSTALL CEILING TILE PER SCHEDULE r Z R R E T � Rc_ � I 1 COOLE I ' \ O2 IN STAL L GRID AS REQUIRED FOR NEW CONSTRUCTION, PER FINISH SCHEDULE, r � _ - - -- FT4 R E - PAINT GRID BLACK COR WHITE PER HEATH DEPT) PER FINISH SCHEDULE. Q 1 I 1 L I 1 ® STEREO SPEAKER PER TcN.^ -•.SIT (� ' I OFFICE I Li I . . _ J : OFFICE T 1L N 67 Q `E h. VINYL , U L ' ` �/ In n IRESTROOMI • 0 O . - O q E • – '® ! \ ! I s0 SPEAKER - - - -. 24 X 24 RETURN .:IR V/ O . : ' >,� . J e RESTROO E i i 4 %� '® I' El . .. ♦ ♦ . ® . -\ • I KITCHEN 0 HVAC 24 :! DIFFUSER 0 HVAC 12 X 12 DIFFUSER ' -.. .. ♦ ® I I KITCHEN _ 1 O I - • 1� - ■ - Ri - LAY -IN FLUORESCENT EN ( l c o FT4 \ I TRACK LiG:; 1'NG FIXTURE C4) TUBE FLUORESCENT FIXTURE v — MINI • I �; � _ � vi 1 : ��.� ♦ EMERGENCY 2 m -0 CFRIE) ♦ • / L , A. • tU EXI S IGIN PER 5G1-FD C4) TUBE FLUORESCENT FIXTURE . I E- mo" ®• �.® _ . _ 0 FAN 111 , ... AM .. .., A , .1 . IRESTROOM , ' ` T _ L • V4111 z _,, 1 � 2 / _I _ -� ■ ® 2' X 4 RECES5E FLUORESCENT FIXTURE, DIE - FORMED STEEL HOUSING., PRISMATIC ACRYLIC ���z{{{ • ♦ ♦♦� ♦ - - ` V , /111 F$I LENS, BAKED WHITc ENAMEL FrNISH. LITHONIA 2G- 432A- 12mV -EBSI SERIES. LAMPSz4 -F32T S/35m0K U • ■ - ' ♦♦♦. ' / INPUT WATTS - 114. ® . ♦ ♦ ♦♦��♦♦♦ �`Uj 1 _ 1 I L � FRIE - SAME A5 FRI EXCEPT WITH EMERGENCY BATTERY BALLAST. 44 o •O ® . ♦♦ ,'' 41 - � - CEILING PENDANT FIXTURE DIE FORTED STEEL HOUSING, BAKED RED ENAMEL FINISH ON z ® '♦ ♦ ♦♦♦♦ ® W ^ I \ i , EXTERIOR, WHITE INTERIOR SEAGULL 6519 - 21, 150 WATT LAMPS. 111 ® ♦♦♦ ..♦ _ \\ €X LIGHT EMITTING DIODE EXIT FIXTURE, INJECTION MOLDED POLYGARBONATE HOUSING, LEAD U IL ♦ ♦ ♦♦ CYJ 0 ❑ ACID BATTERY, SINGLE OF DOUBLE FACED, G -KEEN POLYCARBONATE DIFFUSER, ARROWS AS v Ipill NE CESSA RY. SURE -CITES CGX SERIES LITHONIA, DUAL -CITE OR APPROVED. ill ®� � � � ��� o ® o o li LL ♦.41 ! ! _ GE FIXTURE NOT LL I. PROVIDE FIRE BONNETS FOR ALL RECESSED FIXTURES MOUNTED IN FIRE RATED CEILINGS. Ill ! ® .♦ ♦♦� �♦♦♦� J - - - I AT lm ID ' AFF ` _ 11 —3 , ,� ' — 2. ALL FLUORESCENT BALLAST'S SHALL BE ELECTRONIC. ® 3. EMERGENCY BATTERY BALLAST'S SHALL BE BODINE BI+D, IOTA 180 OR APPROVED EQUAL. W. r III • ♦ - PROVIDE ADDITIONAL CONDUCTORS FOR AN IJNSWITGHED SOURCE GF POWER � Date: 04/15/02 ♦♦.♦ 4. PROVIDE ALL MOUNTING HARDWARE, FLANGES, STEMS, SLOPE CEILING ADAPTERS, SWIVEL I ®.�♦ �J \ B SERVICE) HANGERS, ETC. FOR THE CEILING CONSTRUCTION TYPE. ���2 ® • ♦ ♦ ♦ ® • - 'SERVICE] � Ii O � "0 , � ✓ y _ - - - ,, _ Q scale: as slrloll ® 3 � ���� � ® • 1 I - I o ...MSS W Drawn: J.G. ;7 Check: MCP �' ♦♦�♦♦ ♦♦ FT4 W \) r Revisions: ® ♦♦♦♦♦♦♦♦♦♦ I LOBBY I O • • ❑ �J O T. ° 5 .° _ _ ...✓ - .. . - E. .♦.♦ 8 15132 AREA CONTROLS: THE I" O N ST POWER THAT MAYBE CONTROLLED FROM A ® . ♦♦ ::♦♦♦.. ♦ � SINGLE SWITCH CONTROL OR AUTOMATIC OOROL SHALL NOT EXCEED THAT W IS PROVIDED BY [ � S A M 8 C 20 AMPERE CIRCUIT LOADED TO NOT MORE THAN 0%. A MASTER CONTROL MAY BE ! A$$ * .*sIS*:1 I _ I Qb _ — D INDEPENDENTLY. CIRCUIT BREAKERS MAY NOT BE USED AS THE SOLE MEANS OF SWITCHING. II ® •� ♦♦♦♦ � „D t \ 15123 DAYLIGHT ZONE CONTROL: ALL DAYLIGHTED ZONES, AS DEFINED IN CHAPTER 12, BOTH • = = = == ♦♦ ••♦ ♦ LINDER OVERHEAD GLAZING AND ADJACENT TO VERTICAL GLAZING, SHALL BE PROVIDED ■ J ∎ to 4 WITH INDIVIDUAL CONTROLS, OR DAYLIGHT- OR OCCUPANT - SENSING AUTOMATIC CONTROLS, WHICH CONTROL THE LIGHTS INDEPENDENT OF GENERAL LIGHTING. ,� F�:.:. A3e0 O F(NfSk 'L4N 0 IEFLEGTEED CEIL(NCB FLAN 1 its I' -0' 1/8' = I' -,a" 1)0 Z....4 ( 4E) w e i BOARDS " 'A' ELEVATION ER WALL GROUT. I COURSE OF CERAMIC TILE BASE (132) ENTIRE LENGTH OF COUNTER CABINET BASE. PLASTIC LAMINATE CPU) AT ALL EXTERIOR CABINET FACES. 8 TILE MODULES HIGH X Il TILE MODULES WIDE MENU BOARD LOCATED AS SHOWN. MENU BOARD PER COLD STONE CORP. STANDARDS. Cl TILES WIDE AT 'MIX INS' 'NOW TO ORDER' BOARDS, 6 TILES WIDE X l TILES HIGH AT 'GS_ TRUTH' AND 'SPECIALTY ITEMS' BOARDS). NOTE: BULLNOSE TILE OVERLAPS BOARDS APPROX. I'. CENTER MAIN MENU BOARD ON DIPPING CABINET. ® 54' WIDE COMMERCIAL GRADE WALLPAPER (WPI), HORIZONTALLY APPLIED TO GYP. BD. ABOVE TILE WAINSCOT W/ 1/2' LAP BEHIND TILE OR TRIM BELOW AND ABOVE TO PREVENT PAPER PEELING BACK ® 2' BASE MOLDING PAINTED STOP RED GLOSS. 0 PAINT (PT2) ON GYPSUM BOARD. ® CERAMIC TILE CWT3) BORDER AROUND MENU BOARDS, BULLNOSE AT ALL EXPOSED EDGES. ® PROVIDE 3' GAP BETWEEN SNEEZE GUARD AND ADJUST EQUIPMENT AND /OR WALL. 0 DEMO EXISTING GLASS BLOCK a INSTALL GLAZING ON EXISTING STOREFRONT. 11 CABINET LOCK. 12 CONTRACTOR TO INSTALL MENU BOARDS PRIOR TO BULLNOSE TILE INSTALL. 13 ALIGN BOTTOM OF GHEA FLUSH WITH TILE BASE. 0 ACCENT TILE (Wi3) IS BORDER TILE (WTI), FROVIDE BULLNOSE AT ALL EXPOSED EDGES. 16 FIELD VERIFY EXISTING DOOR/WINDOW CONDITIONS, VERIFY WITH TENANT. CONFIRM TEMPERED GLAZING AT REQUIRED LOCATIONS. Il INTEMEDIATE SUPPORT AT SNEEZE GUARD. 18 CENTER ON DIPPING (GHEA) CABINET. ® CERAMIC TILE BASE, COVED (BI). 20 WALL TILE CWT2). 21 NOT USED 22 PROVIDE SUPPORT LEG FOR COUNTERTOP BETWEEN EQUIPMENT. ALL EXPOSED FACES FINISH TO MATCH CABINETS. 23 SUPPORT FROM STRUCTURE ABOVE. 24 PLASTIC LAMINATE CPU) AT ALL EXTERIOR CABINET FACES SCALE: 3 /a " =1' -O" I- - -3 /d' 3 •i�3y ;4, 'ate 'ter a 7( 30' 01 CLEAR GLASS SNEEZE GUARD - SEE DETAIL 8 /A -5 FOR MORE INFO., FULL ' I i COUNTER LENGTH WITH NO GAP BETWEEN GUARD AND SIDE WALLS. FRONT 2 _0• TO BE 3/8' TEMPERED GLASS: TOP TO BE 3/8' TEMPERED GLASS WITH - I GAB BAR D =_ -_ _ 2 2 �� BEVELED /POLISHED EDGES, AND BRACED AT 59' FROM EITHER END / i N ©'AB, OF THE DIP CABINET. v MIRROR ,— 54'M IN. _� �' 0 N — O2 3/4' PARTICLE BOARD GLUED AND SCREWED TO 3/4' EXTERIOR GRADE 0 m N 71 — PLYWOOD CABINET TOP AND BOTTOM SHELF. _ n DASUED LINE INDICATES •- _ 12'M, 42' MIN 1 O ALL EXPOSED COUNTERTOP SURFACES TO BE PLASTIC LAMINATE (PLI) / n o_ " F MIRROR l/ / OPTION UNDER FIXTURE CD / ® p a to REQUIRED CLEARANCE O Ir AND /OR PENDING CITY REQUIREMENTS. \ ---.' O4 WAI TO MATCH L OBBY WALLS. PAINT PTI. Z ~ m °' ,, ^a - -c °• m I ® COORDINATE INTERMEDIATE SUPPORT SIZE AND LOCATION W/ FROST TOP. 1 i� c s m \ - x mil •: f ` z �A� L OCATE 59' FROMEND OF GLASS AT DIP CABINET. H «°,' a ° N 1 1 O Q \ L -TOE CLEAR/ -DICE 4 r 33 - m 0 - \ 0 FROST TOP, SHOWN DASHED FOR CLARIT o W Z E E • L [ z 1 ° ° z io E ro F II L. m _ 0 WHITE MELAMINE (PL4) ON ALL SURFACES INSIDE CABINETS, m 7 - �' ^' a' , f I '^ � ® I - „ } \o1 Mil OS CER TILE BASE TO MATCH FLOOR TILE ENTIRE LENGTH OF COUNTER O °n .a, MIN. 76=,( `,, , f . m . - .‹i .< . .. _ ? CABINET BASE. \ °,� - 22 O 9 I- I/2'xl -I/2 X ' ALUMINUM ANGLE FASTENED TO THE CABINET WITH COUNTERSINK - - -i = -' .f SCREWS FLUSH WITH THE FACE OF ANGLE. SILICONE SEALER AT ALL MIN. CLEAR EDGES /JOINTS. 11 MIFF LAVATORY OR WALL _ =G CLEARANCE f- II' MIN o'M FI /il:�� CE °T= I� ^'1!N (D BACK NONE BACK COUNTER 10 3/4 "x3/4' PJLL HEIGHT ALUMINUM ANGLE AT ALL OUTSIDE CORNERS, TYP - SILICONE SEALER AT ALL EDGES / JOINTS. O TYPICAL LAVATORY O TOILET O TYPICAL TOILET II SCREW AND GLUE COUNTERTOP TO - I/3'x6' HORIZONTAL PARTICLE BOARD AND GLUE SIDE ELEVATION ROOM ELEVATION SIDE ELEVATION WATER HEATER SHALL BE 0 PLASTIC LAMINATE (PLI) AT ALL EXTERIOR CABINET FACES. WATER NEATER /i_— STRAPPED AND BOLTED IN PLACE PER THE MANUFACTURERS 13 3/4' EXTERIOR GRADE PLYWOOD CABINET. O TOILET ROOM H.C. REQUIREMENTS 7� s RECOMMENDATIONS PER CBC 2 1 / K SECTION 510.5, I4 3/4' ExTERIOR GRADE PLYWOOD DOO TYP. WITH PLASTIC LAMINATE CPU) SCALE: 3/4• TcP RELIEF LINE AT ALL FACES, BLOOM 135 HINGE AT TOP OF EACH CABINET DOOR, DOWN THRU WALL TO VERIFY WITH DARER. DRAIN INTO MOP SINK . / 1 / SET ON 3/4' PLYWOOD 331 -I/3' HORIZONTAL PARTICLE BOARD MEMBER WITH PLASTIC LAMINATE 1 SHALE O METAL FRAMING FINISH (PLI) AT ALL EXPOSED FACES. G.I- PAN UNDER WATER L____/_, _z 16 PRESSURE TREATED WOOD MEMBERS 6' HIGH (CUT FROM 2x8 MEMBERS) - HEATER W/ DRAIN I I II FASTENED TO EXISTING FLOOR AS REQUIRED. C_ LINE DOWN THRU I j I r I PROVIDE STAINLESS STL FACE PLATE (FULLY WRAP EDGES OF BLOCKING). >— n 42 GRAB BA -R WALL TO DRAIN / INSTALL PRIOR TO DIPWELL. SEAL ALL SPACE BETWEEN DIPWELLS AND J/ 30' DIA TURNING- o ° AREA / INTO MOP SINK \ �- - INTERMEDIATE 3 -I/2' PLATE PER HEALT;- DEPARTMENT. � o f G, \ .\ \ S 3 E HORIZONTAL 18 �- 3/3' LAMINATED OR TEMPERED GL <=.55 AT EACH END OF DIPPING CABINET. D o, 36' GRAB Y c \ p N `' -I \ - CONTINUOUS TRACK, 0 G - CLEAR SILICON SEALANT WHERE LASS MEETS, NO GAP BETWEEN - O I, _ � ` O PROVIDE FRP ON ALL ATTACH TO STUD W/ PIECES OF GLASS. Q - so • SPAG TER 48 GLR V W W O �., \ / EXPOSED SURFACES AT (2) h0 SCREWS. 30 COUNTERTOP BUL_NOSE "O BE R„3BER BUMPER MOULDING 303 -1500 (SIZE TO FIT) MOP SINK ENCLOSURE 3 MANU= ACTUAED BY OUT,:;ATER PLASTIC ING..STRIES. DOLOR: BLACK. j�I N ^ ,E WA CLOSET w Q _ 1L �./ ill C' _ 2I BOX OUT OPENING =- AS - �_31NET AR0'1_,ND FLOOR SINK - SEE PLAN ► \ �/ I FOR LOCATION. - 3- 1/2'x20 GA. MTL. STUDS �+ 12' O o ALL WALLS O , \ ii �_ _ 22 FLOOR SINK Z - -- _� r - SURFACE MOUNTED ,L __ — ____ MOP SINK 0 ExTF r GEBASRAEM:C __ -E .�. � - = v Q — L- � i \. \� SUPPORTING- WATER LOOK T _- _ C� \D CO F_00R SINK AT {{ ��F HEATER PLATFORM A3 Z � Z ADA SIG-NAG-E I 30' x 48' CLR s ✓00' AFF. SPACE o v �1 I 24 CABINET BASE. O � Q E LAVATORY 25 5/8' MOISTURE RESISTANCE GYP- BOARD. , � 7,-,"1,/ Z = Ili OTOI! -ET ROt�M H.C. REQUIREMENTS O LOOK SINK ENCLOSURE O WATER HEATER/MOP SINK DETAIL • DIPPER WELL UNIT - ` /ERIFY MODEL W/ EQUIPMENT SC DULE. vJ i- � l PROVIDE ADE,UATE BLOCKING- TO ALIGN REAR OF DIPPING- WELL n Q SCALE: _ A L E : NONE SCALE: NONE 1 = 1 6 - w -- Bu_L NOSC MOLDING. -1 c . _. TEMPERED GLASS PANELS, 8' -0' LONG MAX. POLISH ENDS ONLY. O r �" r-. 1. _ BUL LNOSE EDG': OF GLASS e POLISH ALL EDG -ES. U 9 / �/ 30 3/3° TEM °FRED GLASS VERTICALS SET IN SILICONE a 3' -0' O,C. MAX. Iii 19 - 31 WALL a . 9 C_W3 '') 3AB.0 (352 SILICONE SEALANT C0N C 5_ l - HAT // \ © 33 PCL!5- THIS EDGE 03 VERTICAL GLASS ONLY CHANNEL /�, 6- / i O CC'..\ _R TOP. ! �3� (,2� II 2v II �j —q — '' 7 T y j A.B. l / _ J 5 ) C \' \JCJS FLOW T` °_ D15= \3 =R =',— .rf y / / / /�� / //� .y � � \ � r __ _t_1 7 // + C' t • ���-I' j - _, AND DRAIN a _a TO .�E INSULATED. =c, _. - r ,.c4 I 1 • � I ' 'Y PE FAUCETS Vl li l Il ® 3/ I l L_ TE R \\ 2 I 1 10 ONE VERTICAL SUPPORT 3 FRO, lL' =L L 4' -0' APART. _ 1 0 TWO ' SPLAY WIRES PERPENDICULAR TO MAN RUNNER < O 'IC1 FURRING @ BRICK WALL 3 \ , m 0 ' l 2 (� ... _' O -� Q 10 9 , 4O0 TWO �' SPLAY WIRES AT 12' 0.C. EACH WAY. SCALE: NONE i --J 1 �l _ 1 1 1 �� OI OVER 55 FIxTURE SUPPORT DIRECTLY TO STRUCTURE, 11-1 � _ 0 11...-,. ��' - I�' 42 UNDER 56 FIXTURE PROVIDE (2, - 2 SLACK WIRES PLUS ATTACH 4 CORNERS TO GRID. n r� _ _ ® @ CLIP = CORNERS. 21 8 2 33 2'2' 44 LIG -T FIXTURE CR CEILING- DIFFUSER. I. WALL - ):°._-,- DIPPING WELL MOUNTING 45 CROSS TEE: HEAVY -DUTY SYSTEM OF G- RIDiRUNNERS (FOR INTERMEDIATE- I O FRONT COUNTER DUTY SYSTEM ADDITIONAL WIRES NECESSARY TO RUNNERS 3' FROM ALL ONE VERTICAL S UPP SCALE: NONE FIXTURE CORNERS), 1020-ES 403. BLDG. STDS, 25.2.0 3. TWO 5 SPLAY WIRES 3' FROM WALL 4 -0' APART 2 SEISMIC COMPRESSION STRUT: I2' -0' O,G. 1/2' RIGID STEEL CONDUIT TO 3E PLACED OVER VERTICAL WIRE. PERPENDICULAR TO a, / 3 - MAIN RUNNER 'y Q ± Date,. 04/15/02 =. TWO 2 SPLAY WIRES S � � a 12' O.G. EA. WAY MIN ? 5. OVER 56• FIXTURE ` 15 T ? 12' -.7--t E STRUCTU�Z BRACE TO Job' 2002-10 SUPPORT DIRECTLY ,J, e I I v - \ STRUCTURE ABOVE j L IS' MIN STRUCTURE . TO STRUCTURE o. UNDER 56' FIXTURE �. t ■ 8' -0' OC Scale, 45 CJ' I-{�(. PROVIDE TWO •2 SLACK / BRACE WALL TO Drawn: J.C. WIRES PLUS ATTACH 4 / W/ 2 -'!2'x O 25 GA. METAL STUDS o 4' -0' Check, MCP 3 CORNERS TO GRID 1. CLIP 4 CORNERS Q n FRONT APPROACHES ROOF DECKING- — \ DRYWALL SCREM X CORE ALTERNATE DIRECTION �` \TTJ 9• AND ANCHORED W/ 2 -I /-1' Revisions: 8. IA-'r;T FIXTURE OR CEILING 19 WS. 54' MIN I Z IY DI r -USER 9 � 47- SE `_ ii E 36' M � �O � ` @ i U i1:H / • -"'• „ t 11 INGSIDE APPROACHES „, � UDS �I I' 9. GROSS TEE: HEAVY -DU TY SYSTEM OF GRID /RUNNERS (FOR INTERMEDIATE- I Z W 3�iz' 3 I!2' SOUND \-_)/ M ADDITIONAL WIRES 2 -11N *° 24° O.G. W/ 5 /8' TYPE X a 24' O.G, W/ 5 /8' YPE X ® z 0_ 1 ' f 3 GYP- D. TENANT SIDE ONLY. G - YP. BD. EACH SIDE- USE BATTS AT 6O NECESSARY TO RUNNERS 3' FROM ALL E 4,w 18 MIN m0 USE TYPE 11/1 GYP. BEHIND SOU TYPE WR 0,0. BD. m WET FIXTURE CORNERS) 34 A mO I ",,d BATTS TOILET ROOM DUTY SYSTE TILE AND WET AREAS ^ -REAS- - I 1 NEW FULL HT. ICBO -ES 40 1. BLDG. STDS. 252.0 U WAL SING A 5 . 0 CONNECT TO CONCRETE FLOOR CONNECT TO CONCRETE FLOOR WALLS 1 SEISMIC COMPRESSION STRUT: 12'-0' O.C. W/ .14' DIA. x 2 -I/2' LONG RAMSET/ W/ .14' DIA. x 2-I/2' LONG RAMSET/ # a =�_, ; ,:- 12' RIGID STEEL CONDUIT To BE PLACED LATCH SIDE APPROACHES I REDHEAD POWDER ACTUATED FASTENERS / e REDHEAD POWDER ACTUATED FASTENERS / arr „� n;.::: OVER VERTICAL WIRE- I' -7 3 /S' /_ /” TYP. CEILING GRID SUSPENSION a 48' O.C. PER ICBO REPORT 5539 0 48 O.G. PER ICBO REPORT h639 c - 0 FOR LAY -IN ACOUSTICAL PANELS OSNEEZE GUARD c OCLEARANCES AT DOORS DIM WALL SECTION C) SCALE: NEW WALL SECTION CO 9 SCALE =NONE 6 SCALE: NONE SCALE: NONE 7 A SCALE: NONE 7 SCALE: NONE Tboz- tO ., , , . , . . .