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Home My WebLink About0790 IYANNOUGH ROAD/RTE 132 - Health 790 IYANNOUGH ROAD Hyannis A= 311 -092 f i i r F y THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appfiration for Uiipnitt1 Warks Tnmtrnrtinn Vamit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual &IleneP System at: ......... --------------------------------- ........=......................................................................................... Location-Address or•Lot No. ---------------.^..._. -T- -----......_.__...---•-------•------•--------- -k'Af -- --.....------•------------------..-........_.- __.. O�ner Address a E �.�Q-• ..............................................C..f'cfL Q ' Lin u.&i.c.� 4 tTE#:........ t nstaller Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms________________________________ _Expansio At is ( ) Garbage Grinder ( ) a P4 Other—Type of Building --------•--- No. of persons______.,?__ ______________ Showers ( ) — Cafeteria f4 Other fixtures .----•--------- ------------•-----------•-•--•-•------•---•----------------------•---- ............................................................. - W Design Flow.............................................gallons per person per day. Total daily flow............................................gallons. W ,S Aie-Tank—Liquid capacity./LW-.gallons Length--- __!..... Width.__'G'_..........Diameter________________ Depth......?____.._ x Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No--------------------- Diameter____________________ Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ~' Percolation Test Results Performed by.......................................................................... Date............. .. ------------------------ ,aa Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water-------""/_Z_....... (%, Test Pit No. 2________________minutes per inch Depth of Test Pit.................... Depth to ground water_____-_________________- O Description of Soil..........cam 4�.V-------`#---•. 1=-". uE-(---------------------------------------- --------------------------------------- x W UNature of Repairs or Alterations—Answer whe a plIcable_______________________________________________________________________________________________ 1 -�1-•---•-- ... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environ de—The undersigned further agrees not to place the system in operation until a Certificate of Complian ha issue t ealth. Signed ... ------ ------- ......Z.. .I re Application Approved By .... .... - ........... ------------- ----e - -- ---" / Application Disapproved for the following reasons- ........................................................................ .............. . . .. ..................... .. .................................. ......-.....-_............. . -q ..-.-._.-. DaPermit No. / Issued .. ... ..--... .. ---------- -- -- :e ,h NO.._�... ,....._..�.. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �- TOWN OF BARNSTABLE Appliration for lliapwial Worka Tonstrnrtiun ranfit _ C,Q-cHse 72rkP Application is hereby made for a Permit to Construct (\.A or Repair ( ) an Individual Sewage�Dxsposal- System at: -••��-T �- ..........K----&Ak ................................. - �Location-Address r ----•---------`--•---•--•--.....-----•-•--._...• ...............� t tF_......o...L--t-••N••o•.----------------------•--•--------•------- ' Owner C c�Z Q � Addres ('o s -.Tff:_........q.................................... O ------------------ ..................... Installer Address Type of Building Size Lot--_______•____•_____________Sq. feet U Dwelling—No. of Bedrooms................................ .Expansion Attic ( ) Garbage Grinder ( ) a Other—T e of Building g ........... No. of persons.......:P__�............ Showers ( ) — Cafeteria 04 Other fixtures .............................................. Design Flow............................................gallons per person per day. Total daily flow............................................gallons. R: __5.eptie-Tank—Liquid capacity.fU0jU.gallons Length....q... _.._ Width...,? Diameter................Depth....-_?....... Disposal Trench"—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No---_---------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by........................................................................... Date........................................ ._ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water......./2..`..... . Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to,ground water........................ •------•---•-+•------..9.............................................................................__.:._...._ = rO Description,of Soil--------..4A�<.1.0, ..••---�=......91.1�A )_ ..L------------------------ x ----••------------------------------------------------------------•------•-•--•-••-•-•-•--•-----••-----------•------------------••-------•-----•---...----••-------•-------•---•----------•--•---------- U _Nature of`Repairs or Alterations—Answer whe applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental-Code—The undersigned further agrees not to place the system in operation until a Certificate of ComplianCc has be"eh issue d_b he oa f h rd-oealth. ..-.� 4 Xzz- --/d ------------------------------- --------- . J��? - -a/ Application Approved By - .� /�// / . ....... A J =......... x Application Disapproved for the following reasons- ----- -------------------------------------------------------------------- .......................................... ......-----..........................--------------- /� J ------------- �ermit No. 7..../ `� I Dace Issued ...................................... r ace THE COMMONWEALTH OF MASSACHUSETTS ' BOARD OF HEALTH TOWN OF BARNSTABLE Cgex#ifirate of Grayliance THIS IS TO CERTIFY That the Individual Sewage Disposal System constructed ( X) Or Repaired ( ) by.......... ��.../V>�:---- ��`�-Z�.........(... `------------------------------- --------^---------------........... -----..... .. at ..........�-/ .......... ..............* / .. has been installed in accordance with the provisions of TITLE of The Stat Environmental Co e s described in the application for Disposal Works Construction Permit No. ..` 1..�� "��---------- dated ... .�� ....�-.----- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT B6 CONSTRUED AS A GUAR�INTEE THAT/THE SYSTEM WILL FUNCTIC►.N-SATISFACTORY. DATE....................................................: - ...................----------- Inspector ............................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 9�--� TOWN OF BARNSTABLE �� - No....................... FEE.._--.------__-.••••_•_ 0 t rn r1'l inn rr Td Permission is herebyranted---------- /...............•--......� ._._.. �..- .�_ _... Y /�/ 1..�.. ........ n $ r / -v r i v �� pCTO to Construct (_ ) or, Repair ( ) an Individual Sewage Disposal System at No........:�.A� -.� ,• = �- ! -- •-. /. r.._� • �--^.---....-�- j- r-r•r-y:;-- r ................•-•---'-Street----... ....:. ..----......... ._ as shown on the application for Disposal Works Construction P r--mit No..__=...�.��jb 4ed.___L 01-�!.T j.._Z.... a -Vq / .. Board of Heather `� • '�� DATE.............--•---•--....- a -j ••--r•••y•••--•-•........... -------------- FORM 3890E HOBBS alc WARREN.INC..PUBLISHERS k 11 l ' y oo TOWN OF BARNSTABLE LOCATION __4 —SEWAGE # ASSESSOR'S MAP 6i LOT 2// -® VILLAG E . INSTALLER'S NAME A PHONE NO. SEPTIC TANK CAPACITY CO LEACHING PACILITY:(type) (slze) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PE RMIT ISSUED: / DATE COZiPLIANCE ISSUED• VARIANCE GRANTED: Yes NO %V�000o ,f TOWN OF BARNSTABLE d LOCATION,--� IIl�_SEWAGE # t VILLAGE ASSESSOR'S MAP 6z LOT � � d- INSTALLER'S NAME & PHONE NO. r SEPTIC TANK CAPACITYQd LEACHING FACILITY:(type) (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: Li VARIANCE GRANTED: Yes No rrU =ar, � qcy t COIUOAA i 'y�fTrfTO`y The Town of Barnstable `z Health Department IDAM37AU 367 Main Street, Hyannis, MA 02601 �a r�T► Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health April 3, 1991 James L. LeBlanc Stoneridge Corporation 260 Commonwealth Avenue Boston, Ma 02116 RE: KMART, Hyannis Dear Mr. LeBlanc: I am writing to you due to your request for this letter outlining what the Board of Health requires at all food establishments. I A minimum of a 1000 gallon grease interceptor is required to be connected to the triple sink and any other sinks required by the State Plumbing Code. Therefore under-the-sink grease traps are not permitted. It is also suggested that the utility sink be relocated closer to the kitchen area. Enclosed Is a copy of the Town of Barnstable Board of Health Regulations which are more stringent than the State Article X Code. Sincerely yours, ---�: � �j Thomas A:McKean Director of Public Health cc: David Oldham David O'Danielle i Enclosure — 3y. i S U lee mr-1 75 TARKILN HILL ROAD, NEW BEDFORD, MASSACHUSETTS 02745 • 617/995-5136 PILGRIM LAND SURVEY, INC. DIV. P.O. BOX 73, NO. PEMBROKE, MA. 02358•617/826-6312 PLEASE REPLY TO: New Bedford July 28, 1978 CL-7535 Barnstable Board of :Health Town Offices Town Hall Barnstable, Ma. 02630 Re: Capetown Mall Septic System. Gentlemen: I have made an on-site inspection of the above referenced project which consisted of connecting the so-called "Building #3" to the so-called "Dante" septic system. I hereby certify that all components have been constructed essentially as shown on the sketch entitled "Proposed Septic Revision, Cape Cod Mall, Hyannis, Ma., dated June 23, 1978, at a scale of 1" = 50"' and as specified by the Department of En- vironmental Quality Letter of Approval, dated July 3, 1978. Sincerely yours, GHR ENGINEERING CORPORATION �P�SH OF RlCHARD 5N RHEAUME v P Richard J Rheaume, P.E. �,No. 28373 p �1 TE�� RJR:d sw �S��on1AL ENG� cc: D.E.Q.E. , Lakeville Hospital MEMBER—CONSULTING ENGINEERS COUNCIL 1 4 .............................. ............. THE COMMONWEALTH OF ?4ASSACHUSETTS BOARD OF HEr_"L_TH rou/)o%— ..........CeIte.,� ..... ........................... Apphration for 15ispasa1 Wanks Toniatudion Vantit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: ................... . .................................................................................................... L n-Address or Lot No. .kA4_.AQV1JV.V-'_-_.... .. -'�_ 7 "O.D. P.................................. ............................................................................................... 04ner Address Installer Address U Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedroo,,34-------140�_..............................Expansion Attic Garbage Grinder Other—Type of Buildind2AA-,L,__ _ of persons............................ Showers Cafeteria Otherfixtures ............�4...................... ................................................................... Design Flow..... ...C.,ze.gallons per person per day. Total daily flow-_---__ _gallons. 9 Septic Tank—Liquid cap a4ity............gallons Length................ Width................ Diameter-_----___----_.. Depth._...._......... Disposal Trench—No..................... Width.................... Total Length..._..__._._........ Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.__._.__.._.._._._.. Depth below inlet.................... Total leaching area..................sq. f t. Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water---_---_--___-__--.__--. �14 Test Pit No. 2................minutes per inch Depth pf, Test Pit..._..._....._.._... Depth to ground water.....__._..._...._..___. IY4 ............................... ................. . ... !$.- __ ............ ........................... 0 Description of Soil............................ .... --- ------------------------------------------- U ................................................................. ..............-T... ...... ------------- .. .. .. ............. .... ............................ 14 -------------------------------------------------------------------------------------------------a... ........ ...0................................................ U Nature of Repairs or Alterations—Answer when applicable................................................................................................ .........................................................................................................................._...... ..................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed...................................................................................... ................................ Date ApplicationApproved By.................................................................................................. ............... ........................ Date Application Disapproved for the following reasons:.......... .................................................................................................... Date PermitNo......................................................... Issued..-----------------...------------...................... Date ------------------- No.-..'2*`.......... Fi$............................ THE COMMONWEALTH OF MASSACHUSETTS : 8� �® HB .T,,1ifa .....,•",. ?.. -� ..................OF......... .°%.Ifl`.. ......' .. .. .. ApV iratiott for R-4posaf Works Tonotrurtion Vvimit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System p1• ,� � s ...... IJ s .. ........... .. Locate #Address or Lot No. ........... r .. _..s �... ............................................ Owned Address W � .............................................Installer.....................................,... ............................---.............Address----•--.................................... UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms... ....... .........Expansion Attic ( ) Garbage Grinder ( ) 04 Other—Type of Building f 1�INA9)bf persons............................ ShowersCafeteria ( ) Q' Other�xfdrm,--(,.- ja.......... ..............................._...........__......_._............_._...........-.___.._............._.................... W Design Flow............................../..........gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width..............__ Diameter................ Depth.............. x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed bv.•-....................................................................... Date........................................ aTest Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water__-.________--_-__------ y ! =' ~r ODescri Description of Soil.. •--,., --•----••----•....•-•••-•••-•--••-••-•••••-•--••-••-•---••••--- ---------------- W - . ... s ....U . ..... . i U Nature of Repairs or Alterations—Answer when applicable........................................................... ............. ........... ...---•-------------•-----•--...............---.....-----------------•-•----................................-•--------•----...----------...-----------------•--•-•-•---•-• ---------------.`.J...� Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by.the board of health. Signed...................................................................................... .......................... Date ApplicationApproved By.................................................................................................. ........................................ Date Application Disapproved for the following reasons:................................................................................................................ •---••--•--._.......-•---......---•-•----------------------••---•---------••-----............------------•-------------------------------------.....-------------------•---•-•-•......-••••--••-........ Date PermitNo......................................................... Issued........................................................ Date _ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF........ ....... (Urtifir ate of wontpha ttre THIS IS TO CERTIFY,;Tlat<the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by..................... -----•-------•---••---....--------.. .................................................................................................... Instal' i a.t..........P I. t�.r •i 1 Bj ... �. _� .................................................. ,y.....ti'�afj r fti� ` ..._._---• --. ,tea _........... .,Lts� has been installed in accordance with the provisions of Article'XI f The State Sanitary Code as described in the application for,Disposal Works Construction Permit No......... .. ............... dated------------------------------------------------ THE ISSUANCE OF THIS CERTIFICATE -SHALL NbT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY; DATE.................................................................................. Inspector....._.. .........-.... ............Riq THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF. t' No... ..... ✓` t•' ,� �., ,. fi. ,. >;•,.. ............. .r��. >., _a FEE........................ Disposal Works Tonitrurtion Prri tit Permissionis hereby granted:............................................................................................................................................. to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at No.......... &' _ c;......... ?. ....... .......................................... ... . . . ... ... . . .. StreCt••--- as shown on the application for Disposal Works Construction Permit No. Dated............ ' :_:................... .......................................... ......................................................... Board of IIealth DATE..............•------------•-••-•-•-........................---......_.......... FORM 1255 HOBBS & WARREN, INC,'.. PUBLISHERS 7,07 LO CAVION SEWAGE PERMIT NO. 'oa Ira s�f VILLAGE IN.STA LLER'S§ NAME & ADDRESS B U 1-L D E R OR OWNER DATE PERMIT ISSUED 14_ 1�177 DAT E C0-MIPLIANCE ISSUED ` � o `�. ��` ��. .• . c� O 3 �.;a �`` � a 1 \� � s � , �a� �' �n �' 1 -� � � � � _ f v W No.... F�s.$5.:.no............ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH T.................OF.Barnstable .......--.e---- --------------------------------------------------- Allp iratiun for Uiiipas al Works Tomtrartiun rrmi# Application is hereby made for a Permit to Construct ( ) or Repair (X) an Individual Sewage Disposal System at: --......R.Ou p--13P...•---•---•-•---•• • ........... ... - .._....... Location-Address or Lot No. ........Arlse.l_9M...S.u?..&..15oma~-Icb...Shop............ ........... annls O ner Address Joseph P. Macom`�er & Son Inc Centerville dr Instailer Address d Type of Building Size Lot.................... q, feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............:............... Showers ( ) — Cafeteria ( ) Otherfixtures ._..-------•-••--•----•------------•---------------•--...--------•--.....-----....-•-•--..._..--•------•--•--•------------------------....__....----•- WDesign Flow........... .Jam........... ..,,gallons per person per day. Total daily flow............................................gallons. fY4 Septic Tank—Liquid capacit�......____gallons Length................ Width................ Diameter---------------- Depth................ Disposal Trench—No. .................... Width.................... Total Length.........._......... Total leaching area....................sq. ft. Seepage Pit No----------_-------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by......................................................................._._ Date........................................ 14 Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a -----------------------------------•----....----•....-••--------------•--•------•---------•••------•......................................................... 0 Description of Soil....Sand_.&..jGratzel_..... --------------------------------------------------------------------------------- -------•- x W UNature of Repairs or Alterations—Answer when applicable___1.-25Q0... a. �Qri___iJ.anll ...&...�e.a_c..1iag,...Pi t �� :; GO. ./.e r......f T/G.................................... "01Ta �rEhs� - >lrsr� ��er-7- Agreement: �— The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITL, 5 of the State Sanitary Code—The undersigned further agrees not to•place the system in operation until a Certificate of Compliance has en i ued�bypthe b and f 4ealth. / Signed .... Date � Application Approved BY :_ G.._..:.................•-----•----------------------= ............... Application Disapproved for th following reasons:.................................... ..........................................•--•---..Date ----------------------•---------------•------------•-----•--•------------•-•----------........---------------------------------•----...-----------------------•--•---------------...................... �/ Date Permit No......1.. .�......---•------------•-•-----•••••..' Issued-.----��____/D 7 7...................•-•-- THE COMMONWEALTH OF MASSACHUSETTS �- BOARD OF HEALTH Town.........OF.......Barnstable........ ..::. Tn#ifiratr of Toutplittnrr _ THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (X ) by---------jo&eph P.. Macomber & Son Inc . -- ---•--•--------- -----------•-------•------••--------••--•-•------•--•----------------•--•-------------------- .._. Installer at....Route...13?.� Hy_annis----......-•--•-•--••---•----••-•-------tal-le......................•••---••--------- Arigelos...Sub........................ has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No........7al__--7_______________•- dated_'::_��'._�a e 7 7 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARAldTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. n T--f— 4 P.,4 ,% - `i.. , No. - ........ .. F�s......................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..._..-"""-: .ToUm......O F..Barn s tab l e Appliration for 0i.lipaiial, Works Tnnitrurtiun Vernfit Application p is hereby made for a.Permit to Construct or Repair X an Individual Sewage Disposal Y ( ) P ( ) g P System at: Route 13 Location-Address or Lot No. -•••-•-•AMIgL s -Sub &:Sandw ch Shop............. Hy s ................ Ow er Address a Joseph P:...macomfier & Son Inc Centerville......................... ....._.......... Ins&,r(�jjX._4r Address E Type of Building /��[ Size Lot............................Sq. feet U Dwelling—No. of Bedrooms................................ .Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other.fi res ------------------------------------•-----------••----------•-••------------------------- ---------------•---•--------------•---•--••--•-----••------ W Design Flow✓..........................A., AQ_gallons per person per day. Total daily flow............................................gallons. W Septic Tank—Liquid capacity........__._gallons Length................ Width-----------_--- Diameter_________.-.____ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area.........._.........sq. ft. Seepage Pit No..................... Di,.metep!..................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed bY..........................................................................---- Date........................................ Test Pit No. I................minutes per inch Depth,>of Test Pit-------------_....... Depth to ground water_-_-_-_______-__-_--___. fs. Test Pit N0. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a r' v O Description of Soil.... Xl�t_= ? :iT �------------------ •-----...------•-••--•-••----------•-------------•----•----------------•-----•-----•-----------.. x W -•-------------- Leos l4fs4�,`�AG �JGr c� le � Xt=. i.tNature o R e Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT112 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issuedby�f the board of health. Z 7 t.. ned '�:$SM�rn�w'}'"�-•:p� ,aA 3 C..�; �// Date' Application Aroved B b PP PP Y -•----••• :--...... --•••--•-•--. ........................................ Date Application Disapproved for the following reasons-----------------------------•------......--------•----------•------------------------------------..._---•--•-- ...----•---•-----•-•.............•----------••---�--•---•••••-••-•--•----••••-•----.......-•---------•--------••---••--•---•-•••--••------------................................................... Date PermitNo......................................................... Issued./� r�..................................................... Date . e • S THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......................Town........OF.......Barnstable.......... ; ........ . k a (Inrfif iratr of fannapIt anrr THIS IS TO fERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (X) by.........J,,,e.P=`�.-----:---Macomber &_ San Inc . . •------•-•-•----•----------------------•---------...-----•----------•------------------•------...........-•---•-••-•--------•--- Route 132. Hyannis Installer.....................•--•---•----------•------•-------•---•--••--••--•.-•-•----------An�elos Sub at. ----.._... a.. --- ----------- has been installed in accordance with the provisions of TIT S oflThe State Sanitary C�de a e&_s- 4ed n the application for Disposal Works Construction.Permit No......................................... dated......-.......................................... THE ISSUANCE OFINIS CERTIFICATE,--SHALL, NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTJON SATISFACTORY. DATE! rst k fc ,AX� A-00,4 t� _4 r .Sa it'c�.t v�f� f SriI+,�L•a�f�>rc` �'1`�� -�� ----Z•. --•------Gsr 4',�- ' tom ........ tor_.�1,t1 �� Akl------. ... THE COMMONWEALTH O,&MASSACHUSETTS �...�` �*� Al 1 T BOARD OF.. 1441ALTH t Town OF ,Barnstable ' ._............. p r NO r...... _ 5:h!" "f e gky � � ��t�F< at 6 eote Permission is hereby granted....J03epY P I4c�comber & S:on' Inr-.---••_ x.F to Construct ( ) or Repair (X ) an Ind>vidual Sewage Disposal System n nf: rs { T; at No. Route 132,.._Hyanm s --• . -- •--- ---•Ange s k_dub - r ----- ' Street{, as shown on the ap licati n for Disposal 1A�orks Construction Permit t,'No_____________ xDated ... s� / ..........................•---•- ____.... ....... _....-•- M w 3 f`A# #'a,,�. / F... Board of Health , DATE...........................................................................0,S FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS _ .(��'•,"-%' �G" //l,s - y F LOCA ION SEWAGE PERMIT NO. ziz/ VILLAGE IN.STA L L R'5 NAME A ADDRESS B U Il DE R OR OWNER i DATE PERMIT. ISSUED DAT E C.0-MPLIANCE ISSUED Allp r , I I 0 1 n� I 1 I y� 6 o «3' I � � I i ' 1 i � + m p (FIB d BETH LINDSTROM DIRECTOR,OFFICE OF CONSUMER AFFAIRS AND BUSINESS REGULATION MITT ROMNEY ACTING DIRECTOR WEBER GOVERNOR PROFESSIONAL LICENSURE Commonwealth of Massachusetts GEORGE K.WEBER HEALEY Division of Professional Licensure DEPOTFORDIRECTOR MENT R LIEUTENANT GOVERNOR ENFORCEMENT Office of Investigation JERKY DECRIIGATOR O CHIEF INVESTIGATOR 239 Causeway Street • Boston, Massachusetts 02114 CHRISTOPHER cAAROLL ASSISTANT CHIEF INVESTIGATOR February 6, 2006 David Stanton 200 Main St Hyannis, MA 02601 CASE.NAM . David Stanton VS. Supercuts DOCKET NO: HS-0 - INVESTIGATOR =AnnMa-rW'Staunton Dear David Stanton, This is to acknowledge receipt of your complaint. It has been assigned to the investigator noted above. Your case is important to us, and it will be completed as expeditiously as possible. The investigator may contact you for additional information if needed. Once the investigation is completed, the case file is forwarded to the licensing board for a decision. Most ofthe.boards only meet once per month. You will be notified in writing of the decision by the board. The Office of Investigations Administrative staff can assist you with any procedural questions you may have. They can be reached at 617-72777407. If you need to speak with the investigator they can be reached at 617-727-9996. Sincerely, Kerry McDdrmott"� "` Administrative Assistant .. .....-. .w ... a;of PHONE-617-727-7407 FAX-617-727-1944 WEB-http://www.mass.gov/reg / w.e, f ,,t f.., 4j , tl i•1tyY'�dii4,�d 7k i s'v h'. :1: � ' I�s.x �?A.F'd f' ., �i .k ,,`!.. 1\t '.M t � }..h Mf Y'i•9 k.Y`,Qy�it" .� }''� IF ` 'Fa r lrtl , tt,,'' .'� Q �• \ ,.'4i 1 - (� I1 I !T► i6 44nJ s n ! h.• x. , V .: �.: � \ � \, t i ` �•} + � r ;,�+ + '�„ s � Q u• , ''' `� r G w{ ;+ 't*u+i c� ti`� �,a�y �� bl Y' Idh` ,Ir , l d \ _) `' y ^ �, �..: t t:: rti •, t^ 1'1 "IF I k . l+ 1 t C k4 \ �V ...: '.',y 4• {t n b'kv 4 lw�li. `C41 I 'fir q 44d;'.k 14 1 b'�u. 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I pI�POVAL i✓7*TEM DU�:INCi THE COUK�E OF MANfOL!r cc}v� 2 �P 4 FT Ca07slJGTION rF THE �!*'ENa . 4 F�M E LIEH AA, ►,1 FOUIyvIC'( CO. LA244 7. TIE CONTK�0r-, �t-�4LL N141 �f "AI;°J rNE ��'f G'F ✓ET �IN BULL MoK,a� MD r C! �\V firma �Ekf IlWA TKI- �T4I,P OF L�-r.•9N_ - F I N. Co K.A. 'E• - PrzEGa�T GONG- CaK4,DE ICIIsA =JLL PE-PT -- 1�1 :=A�1 �EIrJ�vK.G D ALr!� " '. PVI�`�` f'!� PUs ;.1G E>: I'AV Eta I NV 1CT GONG . I�\AN NC', �A� THE /aGGO►JI PA N'�'I NG T T K• H E IV, ... 30" {ZE l 1J FC7ICGE� GD NGICETE T c 7- I. r• k- T , r • � ; HE Pam , T, NN�N TKE .�YS , Ey• I > �:.�AI�' Fo!Z 1P1PE-E�CTEu�ION TO laICAt7E 3�'. 4�'• or. &41 IN��`SCTIOW IN A �' �t7A � ",�Y`"1'� 'THE �C-�' GL4�S I4 GL.A" A, GO AC F-I LL 7U I'- lS I S.No FIELD MOrIP164, ONG TO �'-4:: = `::'f�1�G'IE + IH- s �„ LIQUID LI=VEL. I o ,�<0%4"PLATE WA'iHK'S, r� QI J� J � r•v't.-* /a r� �i. 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DRAWING NO. err41. • • • • • • • w • • •• • , OWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map arcel Application #2ot,5oA� ] Health Division Date Issued Conservation Di Application Fee ( d - Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address 76 2, y/ /A L410 C2 Village Owner S& hy l Co"40 Address 'C 1"114r tn �S-J —Eto t% �,_, Telephone ca 6:` y FI/Y Permit Request --r- i/l�►�l /}- �� l !w 13. /� C Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation od 0•did Construction Type_ Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑ Ye� ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑"Gas ❑ Oil ❑ Electric ❑ Other 1 Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size 2 I Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Arppeals Authorization ❑ Appeal # Recorded ❑ Commer i di 'Cl Yes ❑ No If yes, site plan review# Current Use ...- c� ,1.-, Proposed Use t n APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 1 Name 12 D Telephone Number _ 122 D�O � F ,M Address License # C 1Clr 7 yJ Home Improvement ion tractor# Email -tyc.-, . l ivr�.��H�/1� `��,��Qs Coko Worker's Compensatio1 # �E ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKE A TO_%� SIGNATURE DATE�" ` WED FOR DESIGN CONFORMANCE ONLY ADDRESS : Lr Y , t_t � , APPROVAL FOR THESE PLANS BY DUNKIN' BRANDS DOES NOT IMPLY THAT 702 IYANNOUGH ROAD DUNKIN' BRANDS HAS REVIEWED THEM FOR CONFORMITY TO APPLICABLE ®_ CODES OR REGULATIONS HYAN N I S , MA 02601 I ❑ APPROVED ❑ APPROVED AS NOTED: Submit Record Copy for Archives YYY D ❑ DISAPPROVED AS NOTED: Revise and Resubmit ❑ INCOMPLETE INFORMATION: Add requested informaton and resubmit R OWNER: Date: _ DUNKIN' BRANDS O D SA LV I C O U TO Construction Manager Notes: ° COUTO MANAGEMENT GROUP 169 MAIN STREET 0 (23 STONE HAM MA 02180 f.. _ ABBREVIATION INDEX INDEX OF DRAWINGS � ADA STATEMENT BUILDING DATA w & AND GA. GAUGE Q.T. QUARRY TILE FM AT GALV. GALVINIZED QTY. QUANTITY USE GROUP: A2 I HEREBY CERTIFY THAT THE PLANS AND DRAWINGS FOR THIS z A/C AIR CONDITIONING GYP. BD. GYPSUM BOARD R.A. ALLIED DOMECQ T-1 TITLE SHEET/ ARCHITECTURAL DATA PROJECT WERE DRAWN IN ACCORDANCE WITH ALL FEDERAL, TYPE OF CONSTRUCTION: TYPE IZ B A.D. AREA DRAIN HDWD. HARDWOOD RAD. RADIUS T-1 .1 NOT USED STATE AND LOCAL LAWS, INCLUDING, BUT NOT LIMITED TO, THE STORIES: 1Z o C A.F.F. ABOVE FINISH FLOOR HDR. HEADER REF. REFRIGERATOR AMERICANS WITH DISABILITIES ACT THE "ADA" , THE ADA FM oo O Q ALUM. ALUMINUM H.M. HOLLOW METAL REINF. REINFORCING SP-1 NOT USED ACCESSIBILITY GUIDELINES AND ANY STATE OR LOCAL ALLOWABLE FLOOR AREA: 6000 S.F. cn : ALT. ALTERNATE HORIZ. HORIZONTAL REV. REVISION SP-2 NOT USED ACCESSIBILITY CODES, REGULATIONS, OR STANDARDS U a w V-) APPROX. APPROXIMATE HGT. HEIGHT READ REQUIRED BUILDING ACTUAL FLOOR AREA: 960 S.F. Q °J° �- 8D. BOARD I.D. INSIDE DIAMETER RESIL. RESILIANT SP-3 NOT USEDLU CO0 i BLDG. BUILDING INSUL. INSULATION RM. ROOM Date: DUNKIN DONUTS ACTUAL FLOOR AREA: 960 S.F. o V o 0 � ww i' BM. BEAM INT. INTERIOR R.O. ROUGIi OPENING SP-3.1 NOT USED ARCHITECT'S SIGNATURE HERE � ® M Q Z � 3 BASEMENT JT. JOINT SCHED. SCHEDULE SS-1 NOT USED m O < BTWN. BETWEEN KIT. KITCHEN SEC. SECTION , DUNKIN DONUTS OCCUPANCY LOAD: � BOT. BOTTOM LAM. LAMINATE S.F. SQUARE FOOT AB-1 AS-BUILT FLOOR PLAN Uj 3 J DUNKIN BRANDS REFERENCES FIXED SEATS: 9 PERSONS � C.L. CENTER LINE LAV. LAVATORY SHT. SHEET C.T. CERAMIC TILE LT. LIGHT SIM. SIMILAR D-1 NOT USED EMPLOYEES: 5 PERSONS w CLG. CEILING MAS. MASONRY SPEC. SPECIFICATION A-1 FLOOR PLAN; SCHEDULE; LEGEND; NOTES DUNKIN' BRANDS SPECIFICATION BOOK (REV. 08/05/14) CI OS. CLOSET MAX. MAXIMUM SQ. SQUARE TOTAL OCCUPANCY: 14 PERSONS Q ,:.i CONSTRUCTION MGR. MECH. MECHANICAL S.S. STAINLESS STEEL A-1 A NOT USED NATIONAL ACCOUNT SOURCE (REV. 03/17/15) Q CMU CONC. MASONRY UNII MTL. METAL STD. STANDARD COL. COLUMN MFR. MANUFACTURER STL. STEEL A-2 NOT USED INFORMATION BOOKLET FLAME SPREAD: CONC. CONCRETE MIN. MINIMUM STRUCT. STRUCTURAL DUNKIN' BRANDS EQUIPMENT (ISSUED 2014) CONT. CONTINUOUS MISC. MISCELLANEOUS SUSP. SUSPENDED SPECIFICATION BINDER FREEZER CORE MATERIAL: 25 + A-3 NOT USED CONST. CONSTRUCTION M.O. MASONRY OPENING TEL. TELEPHONE DEPT. DEPARTMENT MTD. MOUNTED THK. THICK FREEZER METAL PANEL: 25 t A-4 NOT USED 1999 FDA FOOD CODE (ISSUED 2013) D. DTt. DETAIL N.I.C. NOT IN CONTRACT THRU THROUGH SMOKE DEVELOPMENT RATINGS: ' D.F. DRINKING FOUNTAIN NO. NUMBER T.O.P. TOP OF PLATE A-5 NOT USED DIA. DIAMETER NOM. NOMINAL T.O.S. TOP OF STEEL FREEZER CORE MATERIAL: 250 I�n. t A-SALT NOT USED FLAME SPREAD AND SMOKE DEVELOPMENT RATINGS FOR INTERIOR WALL AND ,�. re� DIM. DIMENSION N.T.S. NOT TO SCALE T.O.SL. TOP OF SLAB CEILING FINISH MATERIALS, INTERIOR FINISH CLASSIFICATION: III 76-200 : '" �P. DISPENSER O.A. OVERALL TRT. TREATED ( � � FREEZER METAL PANEL: OVER 500 A-6 NOT USED DN. DOWN O.C. ON CENTER TYP. TYPICAL MATERIAL FLAME SPREAD SMOKE BASED ON THE FOLLOWING CODES OF DR. DOOR O.D. OUTSIDE DIAMETER V.C.B. VINYL COMPOSITION BASE A-6.1 NOT USED RATING DEVELOPMENT INTERNATIONAL BUILDING CODE, 2009 EDITION, WITH AMENDMENTS D.S. DOWN SPOUT OPNG. OPENING V.C.T. VINYL COMPOSITION TILE FIBERGLASS REINFORCED PANELS 175 135 INTERNATIONAL PLUMBING CODE, 2009 EDITION, WITH AMENDMENTS DWG. DRAWING OPT. OPTIONAL VERT. VERTICAL A-7 NOT USED VINYL WALL COVERING 5 5 INTERNATIONAL MECHANICAL CODE, 2009 EDITION, WITH AMENDMENTS EA. EACH PL. PLATE V.I.F. VERIFYIN FIELD � A-8 NOT USED PLASTIC LAMINATE 30 200 INTERNATIONAL ENERGY CONSERVATION CODE, 2009 EDITION, WITH AMENDMENTS EL. ELEVATION P.LAM. PLASTIC LAMINATE V.W.C. VINYL WALL COVERING INTERNATIONAL RESIDENTIAL CODE, 2009 EDITION, WITH AMENDMENTS (NOTE: ELEC. ELECTRICAL PLUMB. PLUMBING W/ WITH A-9 NOT USED ENAMEL PAINT ON TRIM DOOR 5 THE REQUIREMENTS FOR AUTOMATIC SPRINKLER SYSTEMS IN ONE- AND o EQ. EQUAL PLYWD. PLYWOOD W.C. WATER CLOSET FRAMES, WOOD SHELVING) NATIONAL ELECTRICAL CODE, 2008 EDITION, WITH AMENDMENT i EQUIP. EQUIPMENT A-10 KEY PLAN; INTERIOR ELEVATIONS; SCHEDULE WOOD STAIN NATURAL WOOD SURFACES 5 + PR. PAIR WD. WOOD EXIST. EXISTING PROP. PROPERTY W/O WITHOUT A-11 NOT USED CLEAR SEALER NATURAL WOOD DOORS 5 Z { EXT. EXTERIOR P.S.F. PER SQUARE FOOT WP. WATERPROOFING ACCOUSTICAL CEILING TILES 23 0 m r F.D. FLOOR DRAIN P.S.I. PER SQUARE INCH WT. WEIGHT A-12 NOT USED FIN. FINISH PTD. PAINTED WWM. WELDED WIRE MESH ` �� '�` � \� �-�� S O N FL. FLOOR P.V.C. POLY VINYL CHLORIDE K-1 EQUIPMENT PLAN; BACK BAR ELEVATION Lv F- F.O. FACE OF K-2 EQUIPMENT SCHEDULE , Q FT. FOOT DUNKIN BRANDS DATA SEATING: W F FURN. FURNITURE K-3 EQUIPMENT SCHEDULE o z_ I K-4 EQUIPMENT SCHEDULE # OF TABLES 4 0 M-1 NOT USED STORE DIMENSIONS: (DUNKIN' DONUTS ONLY) SQ. FOOTAGE # OF BARRIER FREE SEATING UNITS 1 z M-2 NOT USED RETAIL SERVICE AREA 218 SQ. FT. # OF SEATS AT TABLES (INCLUDES HCP) 9 M-3 MECHANICAL HOOD DETAILS SALES AREA 373 SQ. FT. TOTAL # OF SEATS 9 E-1 NOT USED TOILETS/HALL 263 SQ. FT. I-_ GRAPHIC SYMBOLS E-2 NOT USED < BACK ROOM AREA 106 SQ. FT. SECTION NUMBER FINISH NUMBER E-3 NOT USED Q ® z Al E-4 NOT USED w 202 P-21 � o W �l m SHEET NUMBER P-1 NOT USED z w W Q SECTION FINISHES P-2 NOT USED Q (n 0 _ z DETAIL NUMBER 960 SQ. FT. IMAGE TYPE: o z o : o 1 (DETAIL H1 P-3 NOT USED TOTAL: J z I \1 , 301 P-4 WATER FILTRATION SYSTEM DETAILS m Z SHEET NUMBER SINGLE BRAND DID O >_ REST ROOMS: - P-4.1 NOT USED NUMBER Q N W DETAIL 1a P-5 NOT USED NUMBER OF RESTROOMS 2 - EXISTING SIGNAGE: }- PARTITION KEY _. DOOR MARK P-5.1 NOT USED PUBLIC ACCESS TO REST ROOMS Y NOTE: ALL SIGNAGE TO BE DUNKIN' DONUTS LATEST DESIGN = _ AND SUBJECT TO APPROVAL BY TOWN AND LANDLORD. 0 7 HANDICAP ACCESSIBLE Y SIGNAGE FILED UNDER SEPARATE PERMIT BY DUNKIN' � DOOR PARTITION TYPES DONUTS SIGN MANUFACTURER. 11 Q i D1oo B DRIVE-THRU: COLUMN REFERENCE GRIDS EQUIPMENT TAG YES/NO NO NUMBER OF DRIVE THRU WINDOWS SHEET I OR 0 0 - MENU BOARD SIZE (SINGLE, COMBO) _D`? AWING NOTES INTERIOR ELEVATION INDICATOR CAR LENGTHS FROM MENU TO WINDOW STACKING (TOTAL # OF VEHICLES) WALK IN FREEZER/ COOLER: T = 1 JOB D15097 ESCAPE LANE REMOTE COMPRESSORS REQUIRED Y PC 342421 DRIVE THRU TIMER SYSTEM DISTANCE FROM COMPRESSOR TO BOX ±25' DATE: 11 Z09Z15 C.M.:VERNON LANGLEY •� C axis i COOLER Q ° Y w dOW ED 0CDC i- O / ■'► N O U ICE W/ ° T, 01 ET �-- 00Op430 LB BIN HQ cn < I DESK I w0 w ro = o W � m 10 I_— = Q O O Ln u O aw JZ (n =) V < ww ° � Q Z � ° 0 T HAS _ o W w z w w ° a ❑ (m) Q � � a W LL Li LL m O U U �1/ LL � Q w>-U) `1 LL'F' Q Y Z b I �� D. z 0 ° SALES �.or 0AREA I W.� Yw OF N(D Z m Q p �� m ,� � �- cnW LL LL 0 U Li TRASH I Q O c�w � \ D ZY R1� � T 2U cn z >-- co 0 m -D U') z w O D LLJ V) v Q cn � w = o z 0 i . z AS — BUILT FLOOR PLAN z SCALE: 1/4" = 1'-0" Q QZ w o J Q 0 m O J z m O Q O z Q CD � o o z z �— m Q w o z >- �— o -� w z � m c� Q SHEET AB = 1 JOB#: D15097 PC#: 342421 DATE: 11 /09/15 C.M.:VERNON LANGLEY N c Vo*w LEGEND: GENERAL NOTES EXISTING STUD WALL, 04:m E 2x4 OR 2x6 STUD A. GENERAL CONTRACTOR SHALL REFER TO WRITTEN SPECIFICATIONS FOR WALL ® 16" O.C. ADDITIONAL INFORMATION NOT CONTAINED IN THE DRAWINGS. B. REFER TO THE 'K' DRAWING(S) FOR INFORMATION REGARDING THE EQUIPMENT AND EQUIPMENT LAYOUT. cm, NEW STUD WALL, C. GENERAL CONTRACTOR SHALL INSTALL 2"x8" BLOCKING FOR SANDWICH STATION, 2x4 WALL ® 16" O.C. TOP OF BLOCKING ® 4'-4" A.F.F. ALSO BLOCKING FOR VDU MONITORS. D.GENERAL HANDICAP REQUIREMENTS: THE GENERAL CONTRACTOR WILL ACQUAINT HIMSELF WITH THE HANDICAP REQUIREMENTS OF THE APPLICABLE STATE AND THE AMERICAN DISABILITIES ACT SCOPE OF WORK NOTES (ADA) AND INSURE THAT THIS FACILITY WILL BE ACCESSIBLE. THE FOLLOWING IS A PARTIAL LIST OF REQUIREMENTS: 1. AISLES MINIMUM 36" WIDE. 2. CURB CUTS PROVIDED AT HANDICAP PARKING SPACES. 1. EXISTING FLOOR TILE TO REMAIN; 3. MAX. SLOPE OF 5% OR 1:20 IN ALL PARKING LOTS AND ON SIDEWALKS, ALL 2. NEW WALL FINISHES IN ALL AREAS OTHER AREAS WITH GREATER SLOPE WILL BE CONSIDERED A RAMP. AS SHOWN IN INTERIOR ELEVATIONS. 4• SIDEWALKS WILL BE A MINIMUM OF 4'-0" WIDE, WITH A 5'x5' PAD IN FRONT 321_211 OF EXTERIOR OUTSWINGING DOORS PER CODE. 3. EXISTING CEILING & LIGHTS TO REMAIN IN SALES/SERVING AREAS. 5. RAMPS HAVE TO HAVE A MAXIMUM SLOPE OF 1:12 WITH HANDRAILS AT 34" 4. EXISTING BACK LINE SOFFIT TO REMAIN. AND 19" ABOVE THE FLOOR ON BOTH SIDES AND TO EXTEND BEYOND THE 5. NEW DIGITAL MENU BOARDS TO REPLACE TOP AND BOTTOM OF THE RAMP A MINIMUM OF 1'-6". EXISTING MENU BOARDS. 6. ALL DOORS WILL HAVE A MINIMUM OF 1'-6" CLEAR ON THE LATCH (PULL) 6. UPDATE ALL EXTERIOR DUNKIN' DONUTS SIGNS SIDE OF THE DOOR. (EXCEPT IN CERTAIN STATES WHERE IT WILL BE WITH NEW SIGNS. AREA TO REMAIN THE SAME. 2'-0"). 7. DOOR MATS AND THRESHOLDS TO BE A MAXIMUM OF 1/2" HIGH. 7. EXISTING STRIPPED AWNINGS ABOVE VESTIBULE TO BE 8. DOOR HARDWARE SHALL BE MOUNTED BETWEEN 36" AND 42" ABOVE THE REPLACED BY NEW FRESH BREW BROWN AWNING AW-1 A FLOOR. w 8. EXISTING STRIPPED AWNINGS ABOVE STORE FRONT WINDOWS TO 9. DOORS TO HAZARDOUS AREAS TO HAVE KNURLED HANDLES. ® z BE REPLACED BY NEW FRESH BREW ORANGE BLADE AWNING AW-2. E. FURNISH ALL LABOR AND MATERIAL NECESSARY FOR THE COMPLETE (D V) 41R DU 0 215 111116 I 9. INSTALL NEW MANDATORY WATER FILTRATION SYSTEM. INSTALLATION OF CEMENT BOARD BACKING FOR F.R.P. AND CERAMIC TILE. ®y o U*21OC* I I TYPICAL SUBSTRATES FOR INTERIOR WALLS SHALL BE AS FOLLOWS:. 10. OPTIONAL HOOD ABOVE SANDWICH STATION. SEE SHEET M-3. o 1 ° AS 1. PREP AREA AND STORAGE AREAS: 0'-0" TO 3'-0': 5/8" DUROCK CEMENT J 000 Hand C� 0O A 2 BOARD, 3'-0" & ABOVE: 5/8" PLYWOOD. SERVICE AREA: 5/8" MIN. PLYWOOD ,- Sink SANDWI H STATION orng SEE NOTE#4 3. SALES AND SEATING AREAS: MIN. 5/8" GYPSUM BOARD. • P r) �i _ 6' F. GENERAL CONTRACTOR TO PROVIDE FOR P.O.S SYSTEM AS SHOWN ON 0 _j I F- 1VDU(Opt.), 10-46"DMBNeeds172"Land26"H FREEZER ELECTRICAL DRAWINGS OR, AT A MINIMUM THE FOLLOWING CONDUITS; 0 = Q � 1 PRINTER(Opt.) S E R VI N,G AREA (EXISTING) 1• 2 1/2" I.D. FROM 4x4x3 JUNCTION BOX LOCATED BEHIND OFFICE DESK UP 'cn o �� COFFEE STATION 4-6 WALL TO ABOVE CEILING. -i z � POS SIN. 2. FROM A HUB IN THE FRONT LINE CHASE UNDER SLAB TO WALL BEHIND Ln 11' w w *122 2o1A o 0 a DISPLAY RACKS PROVIDE THREE (3) 2" CONDUITS WITH 2'-0" SWEEPS AT m O Q o ENDS. TERMINATE ABOVE THE CEILING. (UNDER FLOOR IF BASEMENT). = � -_ •855• I 3.O LL 1" I.D. CONDUIT FROM BEHIND THE DRIVE THRU CASH STATION UP WALL TO n- ICB ABOVE CEILING, USE 2'-0" SWEEPS AT BOTTOM TO SIDE NEAREST FRAME ATE/HAND-OFF WALL IF WINDOW BEHIND PROVIDING CHASE AS REQUIRED SO NO WIRING VESTIBULE BENDS LESS THAN 2'-0" RADIUS. w (EXISTING) *291* 4. 2%4" ELECTRICAL BOX 6'-0" A.F.F. WITH 1" CONDUIT IN WALL TO ABOVE O CENTER 3 NOTE THAT MAXIMUM CONNECTION LENGTH BLOCKING WALL BETWEEN FOR UNIT.AND ITS � SALES AREA , E. 3�-�� 5 DEDICATED CPU IS 75'-0' AND ONE TELEPHONE JACK IN OFFICE TO BE AN SiN3WIaN00 _ OPTIONAL)NOTIFY DUNKIN' BOX IN NOT LINEN CHASE WITH 61I' CONDUIT F TOILET BACK COOLER OVER TO HUB AT MAIN CASH STATION. THIS IS FOR COUNTER MOUNTED < (EXISTING) ROOM VDU UNIT AT COFFEE STATION. ::0:1 =�� (EXISTING) G. NOTE: "P.O.S.", ALL POWER OUTLETS FOR P.O.S. DEVICES ARE DEDICATED co CIRCUITS WITH THIRD WIRE ISOLATED GROUND. AN IG IS AN INSULATED WIRE, RETAIL SEPARATED FROM ALL OTHER GROUND WIRES, RUNNING BACK TO THE BUILDING HSV8i MERCHANDISER _ MAIN OR COMPLEX POWER PANEL. NEMA STANDARD L5-15R I.G. FOR 1001 RECEPTACLE AND PLUG. USE OF IG DUPLEX OR QUADPLEX OUTLETS: (I.E., as • `� HUBBELL IG-5262, IG-5362 OR EQUIVALENT). \\ `0 _� H. GC. SHALL NOT PROCEED WITH CONSTRUCTION UNTIL V.D.U. LOCATIONS ARE n DETERMINED. Paint I. PROVIDE WATER FILTRATION SYSTEM (BRANCH OFF MAIN LINE) FOR COFFEE W. W BREWING EQUIPMENT, ICE MACHINES, POST MIX. LOCATE AS SHOWN. D G.C. WILL BE RESPONSIBLE TO INSTALL ALL INTERIOR GRAPHIC ELEMENTS � .. TOILET SUPPLIED BY THE MILLWORK SUPPLIER. V K. G.C. TO PROVIDE BRUSHED ALUMINUM CORNER GUARDS WITH 2" LEGS TO ALL w I (EXISTING) SALES AREA OUTSIDE CORNERS. L. BRONZE COLOR MYLAR ROLL DOWN SHADES ARE OPTIONAL AT GLAZING. M. DIMENSIONS SHOWN ARE TO THE FACE OF FINISH. LO w C_@ HN. THESE PLANS ARE BASED ON MINIMUM DUNKIN' BRANDS CORPORATE DESIGN V Paint REQUIREMENTS. E STRUCTURAL DESIGN, FOOTING DESIGN, ADA COMPLIANCE W I-,AND GENERAL BUILDING REQUIREMENTS HAVE BEEN EVALUATED TO MEET ALL Q 0O ADA STATE AND LOCAL CODES. \ co z w p D cn ---- = CHAIR RAIL w cn FLOOR PLAN t=� = VIDEO DISPLAY UNIT (optional) w SCALE: 1/4" = V-0" [] = PRINTER (optional) Z o o = VIDEO DISPLAY UNIT z ❑ = PRINTER 960 SF (Building) W 174 SF (Exterior Walk-In Box) 9 SEATS 5 0 � 10 Q LLJLli W o z J o O m U O J O _ c J Z Z_ Q (� 0 0 p cr- J � z z o Z >¢ Q N n LW W `-'>- U Q Z 0 0 LL SHEET JOB#: D15097 PC#: 342421 DATE: 11 /09/15 C.M.-VERNON LANGLEY in to LINE OF LINE OF LINE OF LINE OF DROPPED DROPPED DROPPED DROPPED CEILING CEILING CEILING PT-06 CEILING w w w i W _ -- O 0 Z Z U C9 c9 z Z 0 0 --- -- I I w / / w / / J / _I I ° I U U U U Z Z Z Z U) W PT-06 w w w PT-06 40"DMB Needs 149"L and 23"FI L, FREEZER X X X x SERVING AREA (EXISTING) L U L NEW "D" SHAPE EXISTING EXISTING EXISTING --- DOOR HANDLE DOOR PT-06 PT-06 BASE TILE BASE TILE -- --- -- _ t� � AT EXTERIOR; 02 3 4 n ICB SEE ACCOUNTSNAL 2:T - -- LINE OF 120V/15A DEDICATED w VESTIBULE ELEVATIONS DROPPED DUPLEX ELEC. RECEIPT. O O CEILING FOR DIGITAL MENU BOARD. cp FOR DIGITAL MENU BOARD. A LINE OF SCALE: 1/4 =1 -0 3ACAN RECESSED�. 2 SINGLE GANG-QUAD ■y �p o Q MENU BOARD WALL BOX; DATA RECEPTACLES REQUIRED N l y y o TOILET BACK COOLER DROPPED G FASCIA 0 ONLY MODEL# TV3LVKITWCC2 FOR 8 DATA CABLES J a CO O 1� (EXISTING) ROOM (EXISTING) EXIT 4 1 "X12 3/4" ACCENT TILE- --=—�T�--=—� ---ITr--- —1 ■ w - C° VE S TI E3 U L E �° -01 SOF �R 1 ROW OF ACCENT TILE 1 _1 I III 12'-5" III III EXIT C) m I F 3 5 _ _ WOCOURSES DOWN WT-02 ~ LL-_=JLL====ALL====J-I-L====�J ® Q p 2 4 � �� g m W \ \ WT-02 w o FRAME O p _ _ COOLATT PT-02 -j z cn T. 1.0 w w 1 0 a ,<,.:,,.,:::>,; ---a ESPRESSO ? m z \ 4 1/ "X12 3/4" FIELD TILE BLEN R r� Q z � T cn Paint WT- 1 PT-06 m O <c U \ v _ � � CL (' C9 i ■ ® ® uj �i J m Q TOILET N _ I I o o W 11 w PT 06 --� � � '_■ (EXISTING) ISINKI oLI L_ Jj U IfF — _fl o EXISTING EXISTING EXISTING SANDWICH STATION LINE OF DISPLAY CASE EXISTING BASE TILE PT-06 BASE TILE BASE TILE EXISTING REAR DOOR Paint NOTE: PARTIAL TILE PATTERN SOFFIT SHOWN ONLY FOR CLARITY. NOTE: PARTIAL TILE PATTERN 6 SHOWN ONLY FOR CLARITY. SALES AREA ELEVATION SERVING AREA ELEVATION �� a � SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" 2307 W. KEY PLAN OF SCALE: 1/4" = 1'-O" ill--"-1111-11,111,111,1111,'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""I'll",'ll"I........................ ------__11111-1-11------ ............... ................. ......................................................... FINISH MATERIAL SCHEDULE - ORIGINAL BLEND UPDATED:12/18/2014 LINE OF LINE OF LINE OF ADA ROOM SIGN CODE MATERIAL MANUFACTURER PRODUCT# DESCRIPTION/REMARKS Lo DROPPED FRP-01 DROPPED DROPPED IDENTIFICATION SIGN COLOUR SCHEME B909"ARTISAN CUT12"X12" FLOOR TILE W/SATIN NICKEL SCHLUTER STRIP w \ WB-01 CERAMICTILE :DALTILE F- 0-) CEILING CEILING CEILING-1PT-06 WT-01 BROWN" CAPJOLLY-ANIGB Q o PT-06 WT-01 0 0 COLOUR SCHEME B909"ARTISAN WB-01 ALT CERAMICTILE DALTILE BROWN"SCHEME B99 "AR 6"X12" COVED BASETILE(OPTIONAL UPGRADE) SIGNAGE� PROVIDED AND) _ WT--02 INSTALLED BY E.S. WB-02 QUARRYTILE DALTILE QUARRY TILE Q3565"SAHARA 5"X6" COVE BASE SEE NATIONALACCOUNTS FOR m -�, w w w SAND" INSIDE/OUTSIDE CORNER PRODUCT NUMBERS (� DOOR PT-01 PAINT SHERWIN WILLIAMS 6372 "INVITING IVORY": SATIN FINISH z0 � z ® J J WC-01 PT-05 OR PT-02 PAINT SHERWIN WILLIAMS 6884 "OBSTINATE ORANGE": SATIN FINISH (INTERIOR) W v�i ry Q PT-03 PAINT SHERWIN WILLIAMS 6140 "MODERATE WHITE":SATIN FINISH [If CD � � ST-02 PT-04 PAINT SHERWIN WILLIAMS 6099 "SAND DOLLAR": SATIN FINISH vOi Q I~_ I- v FRAME PT-05 PAINT SHERWIN WILLIAMS 7536 BITTERSWEET STEM' : SATIN o z_ w d w w ® PT-02 PT-06 PAINT SHERWIN WILLIAMS 7724 "CANOE": SATIN PT-07 PAINT SHERWIN WILLIAMS 6117 "SMOKEYTOPAZ": SATINL L z PT-08 PAINT SHERWIN WILLIAMS 6096 "JUTE BROWN": SATIN FRAME EXISTINGL EXISTING EXISTING PT-09 PAINT SHERWIN WILLIAMS 6097 "STURDY BROWN": SATIN PT-06 PT-02 BASE TILE EXISTING BASE TILE BASE TILE PT-10 PAINT SHERWIN WILLIAMS 6090 "JAVA": SATIN EXISTING MOP SINK N�'-E: PARTIAL TILE PATTERN DOOR 7 8 g PT-11 PAINT SHERWIN WILLIAMS 6069 "FRENCH ROAST": SATIN W SHO'NN ONLY FOR CLARITY. PT-12 PAINT SHERWIN WILLIAMS 6006 "BLACK BEAN": SATIN WT-01 WALL TILE DALTILE RITTENHOUSE SQUARE K175 4 1/4"X12 3/4" FIELD TILE-BACKLINE WALL&AS INDICATED IN "BISCUIT" ELEVATIONS-USE W/GROUT G-02 SERVING AREA ELEVATION SALES AREA ELEVATION WT-01A WALLTILE DALTILE COMBO ONLY 1RWHITEITTENHOUSE SQUARE K101 V J Q ICJ W z SCALE: 1/4"=1'-0" SCALE: 1/4"=V-0" :� o = w RITTENHOUSE SQUARE 0766 4 1/2"X12 3/4"ACCENTTILE-BACKLINE WALL-AS INDICATED IN O m WT-02 WALL TILE DALTILE "ELEMENTAL TAN" ELEVATIONS-USE W/GROUT G-02 p J CERAMICTILE-Q09736MODlP 3"X6"ACCENT TILE-RESTROOM WALLS AS INDICATED IN O (� Q WT-03 WALL DALTILE� = z "ORANGE BURST" ELEVATIONS-USE W/GROUT G-03 Q (� 0 ° 0 LINE OF LINE OF FINISH NAIL ENDS 0 = ry MITER ENDS AND COPE 4 1/4"X12 3/4" FIELD TILE-BACKLINE WALL;3"X6" FIELD TILE- O O Z ° °. O BACK AS REQUIRED FOR MODERN DIMENSIONS 0161 z DROPPED DROPPED FH%OENDS WT-04 WALL TILE DALTILE RESTROOMWALLS-ASINDICATEDINELEVATIONS-USEW/GROUT J CEILING PT-06 PT-06 CEILING-1 "URBAN PUTTY" G-03 m Z Q Q Y GYP.BD SECTION A-A RITTENHOUSE SQUARE 0761 3"X6"FIELD TILE-RESTROOM WALLS AS INDICATED IN ELEVATIONS- +/+'BEOELEn EDGE SECTION WALLTILE DALTILE Q"URBAN PUTTY" USE W/GROUT G-03 NO W w TOP OF WALL TRIM AT '' TRW TO BE Rff4SFEI) 0 ~ ~ HIGH TABLE MILLW�VENDORBY „ „ 8"X8"TILE IN A45 DEGREE DIAGONAL PATTERN-BR BACKLINE,USE Q WT-10 WALL DALTILE POLARIS PL02881P2 GLOSS WHITE N W ELEV.3-7 3/+ _ W/GROUTG-02 (COMBO ONLY)Lu uj TOP OF L_L_ — _ = �TABLE WALL TRIM AT * MAPLET(ST(STAINED)WITH SOLIDM TO BE u ii M.22-6 COATS OF S.W.A68 SERIES „ 8 X8 TILE IN A 45 DEGREE DIAGONAL PATTERN-BR BACKLINE,USE DOOR POLYTRiETHANE WT-11 WALL TILE DALTILE POLARIS PL22 GLOSS ALMOND O —I z z_ / / / / a'REAL '`. W/GRO LIT G-02 COMBO ONLY 0 R J < tl4IE, FASTEN CHN RAIL �� ;1 rosTUDs PROHDE FRP-01ALT FIBERGLASS REINFORCED PANELS CRANE KEMLITE 866 WHITE BOH/KITCHEN AREAS NOT IN PUBLIC VIEW O W W / / / / + BLOCKING AS REOl6RlD U U BOTTOM OF WALL TRIM PL-04 PLASTIC LAMINATE WILSONART 10669-60 "CITRUS ORANGE" FRONT LINE MILLWORK-HEADER SHROUD FINISH ST-02ELEv 2=s / WALL TRIM IS WALLS F TO Z 1, PROTECT THE WALLS FROM EASED EDGE DAMAGE FROM TABLES INSTALL „ „ FRONT LINE MILLWORK-GATE/END PANEL,CONDIMENT STATION NEW CHAIR RAIL; STAIN TRIM. REFER TO TRIM ON WALLS ONLY IN PL-05 PLASTIC LAMINATE FORMICA 4932-58 ANTIQUE WHITE FRAME !n LOCATIONS WHERE TABLES MAY FINISH x X U SB U S B SEE DETAIL DRAWING SET FOR'TRIM' IMPACT THE WILLS. THIS TRIM W P T-02 W ® ® STAIN FOR EACH s TYPICALLY WILL NOT BE USED CUSTOM BUILDING CONCEPT. - IN ENTIRE DINING G-02 GROUT #333"ALABASTER" FOR USE WITH BACKLINE WALLTILE PRODUCTS L L WALL FRAMING G-03 GROUT CUSTOM BUILDING 4382 BONE FOR USE WITH RESTROOM WALL TILE EXISTING EXISTING PRODUCTS SHEET BASE TILE BASE TILE WC-01 USE FOR INDICATED ACCENT WALLIN SALES AREA DESIGN- CHAIR A I R RAIL L DETAIL WALLCOVERING APA GRAPHICS DID"FRESH BREW"TEXT WALLCOVERING 10 11 SEE ELEVATIONS FOR LOCATION WC-03 WALLCOVERING APA COLOR GRAPHICS BR"HERITAGE"TEXT WALLCOVERING USE FOR ENCLOSURE WALLS AND SOFFIT OVER CAKE CASE (COMBO SCALE: 1/4"=V-0" ONLY-MAY NOT BE PRESENT IN ALL DESIGNS) A 10 WC-07 WALLCOVERING APA COLOR GRAPHICS DID"FRESH BREW"TAN MUTED LETTERS USE FOR MENU BOARD FASCIA SALES AREA ELEVATION ST-02 STAIN SHERWIN WILLIAMS 126 3126WALLCOVERING WOOODDCLASSICS SOB : D15097 ASSICS TNT.OILSTAIN "PICKLED WHITE"; KNEEWALLCAP$LTRIM FINISH 342421 SCALE: 1/4"=1'-0» PC#: ._..............__.m_.... _. _....... _ DATE: 11 /09/15 C.M.:VERNON LANGLEY ilo Lin czy oamcp � z 00 70.58 212A V�E_a��u i f- 0 0 4*210C* N NI; ° AS Z O rn O Hand cn � Sink CEOOLR FA SEE NOTE#4 c� i VDU(Opt.) 46"DMB Needs 172"L and 26"H FREEZER ■ O m _ 10 SERVING AREA ® = Q co 1 PRINTER(Opt.) (EXISTING) a� COFFEE STATION O � � p i -� Z (n '*120F 201A o co Ln Q Z � m O •e55• 0 N ICB LU a_ VESTIBULE EXISTING *291* (EXISTING) 0 N SALES AREA Q S1N3WIaNOO TOILET BACK COOLER 0 L__ ll (EXISTING) ROOM (EXISTING) �99 RETAIL HSV li MERCHANDISER Q D. 0 a ° _ 1 9307 --- W. 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SITE—SPECB'IC DESIGN IS OZ � REQUIRED BY DUNIW BRANDS. AS A COURTESY, NCA CONSULTANTS PROVDES SITE—SIC DESIGN WITH SITE—SPEC FiCPROFESSIONAL ENGINEER SEAL UNDER AN AGREEMENT BETWEEN 94 NCA CONSULTANTS AND DUNION' BRANDS. 0 0 0 f V . 9 FOR SITE—SPEORC DESIGN. ARCHITECTS EMAL REFLECTED CEILING PLAN. ELEVATIONS, 107CM M, PLANS. FLOOR PLAN. AND ROOF STRUCTURAL PLAN TO DESIGNONCACONSULTANTS.COM 18" TO 00NTACT THE DESIGN DEPARTMENT BY PHONE CALL 10LL--FREE (BM530-0078. Z ,: 36" 10"* Li Z HOOD #2 Q CD CO 0) 7!5 Q C00 2811 28" a r O PLAN VIEW 6'-1"* LONG 3624VHB �' NOT TO SCALE TOASTER/TURBOS _ < 0V11 r OC/3 Lip J C In Cn � � Uj Li to m O Q EF-2 Uj :E 12"0*SHEETMETAL DUCT.OFFSET AND TRANSITION AS NEEDED--REFER TO SHEET M-1.INSTALL WITH W CRIMPS"AGAINST AIR FLOW"TO PREVENT POOLING OF CONDENSATE IN DUCT. 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ITURBOCHEFOVENS O BAGEL TOASTER 1-1/2" SANDWICH PREP STATION v J STEEL HANGING ANGLE -� 5„ 0 0 �-- Lj * ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR p o '� HANGING ANGLE IS PRE-PUNCHED AT FACTORY HANGING ANGLE DETAIL z O p .� < _ c� FRONT SECTION VIEW - MODEL 3624VHB o o - z z NOT TO SCALE TOASTER/TURBOS O -j � HOOD INFORMATION - < F- MAX, EXHAUST PLENUM HOOD FILTER(S) Q Ld HOOD MODEL LENGTH COOKING TOTAL RISERS HOOD CD NO. CONSTRUCTION TYPE QTY HEIG LENG WEIGHT TEMP. EXH.CFM DIAMETER 0 CFM 3624 700 -0.069 430 SS NONE 0 258 -+- .r VHB 7'4.00" DEG. 740 12" 740 100% LBS. 0 6 1.00 610 loft615 232 LBS. 4'-8.00" 480 10" 480 0 202 Uj LBS. SHEET UV Copyright 2 0 0 9— The NCA Group. Drawings, specifications, notes. database, computer files, field data, and reports as instruments of service prepared by the Design of Record. An instruments of services, these items remain the property of the Design of Record, who shall retain all statutory and other reserved rights, including the copyright thereto. Any use, reproduction or JOB#: D14135 changes to these documents without written consent of The NCA Group is a violation of the Federal Copyright Laws. PC : 342421 DATE: 11 09 15 C.MNERNON LANGLEY ..._.._.............. . NEW 1" 3/4r 3/4' 3/4' 3/4' 1771 cm O BV FW �BV I BV BV SERVICE ENTRANCE NOTE: FLUSH STRAINER VALVE CW FROM INC❑MING WATER SERvieE OPTIONAL r 1/2 cw BOOSTER PUMP MCANN'S: 16-2173-DD WATER BOOSTER 3/4' W/ INTEGRAL PRESSURE GAUGE & BYPASS. TWIN FILTRATION SYSTEM ❑ VERIFY PUMP SPEC WITH NATI❑NAL ACCOUNTS 3M: DP ICE-260-S 3/4' VERIFY WATER FILTER SYSTEM SPEC WITH NATI❑NAL ACCOUNTS BV Li _ Li UTILITY WATER CONNECTIONS co cn RESTR❑❑MS - SILL COCKS ( o Q - .3-C❑MP SINK - IRRIGATI❑N N - DIPPER WELLS - HAND SINKS Li Fmz 00 O 0 - HOSE BIDE - COFFEE SPRAYERS A : - CARB❑NAT❑R (❑PTI❑NAL) ICE MAKER e a_ (D DD ITEM #495 O m � ~ ® = Q 0 � 0 BACK OF HOUSE o o J r�- Li w m O Q NOTE: PR❑VIDE A PRESSURE uj 3: CL REDUCING VALVE, PRESSURE GAUGE & SHUT-OFF VALVE AT Q PLUMBING C❑NNECTI❑N TO w ADAMATIC OVEN (TYP.) i 3/4" DUNKIN DONUTS WATER SPECIFICATION & TREATMENT REQUIREMENTS CHARACTERISTIC DUNKIN DONUTS SPECIFICATIUN WATER TREATMENT S❑LUTI❑NS1 � UNITS IDEAL RANGE LIMIT A) WATER FILTER B) REVERSE ❑SM❑SIS HARDNESS PPM 80-120 < 200 > 200 NA ALKALINITY PPM 70-110 0-150 > 150 NA WA 3/4" TOTAL DISS❑LVED S❑LIDS (TDS) PPM 100-175 < 250 NA > 250 OF pH pH 6.7-7.4 6.7-7.4 < 6.7 OR >7A NA WATER QUALITY SODIUM PPM 0-20 < 40 > 40 NA INSTALLATION CHECKLIST: CHLORIDE PPM 0 < 40 > 40 NA CHL❑RAMINES PPM 0 0 > 0 NA L 1/2' 3/8' 3/8" 3/8' 3/8" 3/8" 3/8" 3/8' FRONT OF HOUSE (FOH) CHL❑RINE PPM o o > o NA Q 0) ❑ COFFEE EQUIPMENT (FRONT LINE) TURBIDITY NTU 0-1 < 1 > 1 NA o � ❑ COFFEE EQUIPMENT (DRIVE THRU) ❑ WATER SPRAYERS PRESSURE PSI > 65 PSI BOOSTER PUMP IS REQUIRED z >- cn ❑ ESPRESSO )K IN ADDITI❑N TO THE ABOVE SPECIFICATI❑NS, WATER MUST MEET NSF42 AND NSF53 STANDARDS co j ❑ HOT CHOCOLATE BV BV BV BV BV BV BV (/) w PPM = PARTS PER MILLI❑N NOTES PR❑VIDE A z � El COFFEE / TEA 100 PPM = 5.8 GRAINS PER GALLON PRESSURE REDUCING > O D ❑ ISLAND ❑ASIS VALVE AT ESPRESSO W to NOTES, MACHINE 1) PRI❑R TO C❑NSTRUCTI❑N, GC SHALL PR❑VIDE A WATER QUALITY TEST, PERFORMED IN THE CITY BACK OF HOUSE (BOH) IN WHICH THE STORE WILL BE RECEIVING WATER. TESTING WILL BE DONE ON A LIVE LINE CONNECTED V) TO THE SAME SUPPLY LINE FEEDING THE STORE. o z ❑ ICE MAKERS (N/A R❑ SYSTEMS) 2) UPON RECEIPT OF THE WATER QUALITY TEST, THE GC SHALL PR❑VIDE A FILTRATI❑N SYSTEM ❑ BAXTER OR R❑ SYSTEM THAT WILL TREAT THE INC❑MING WATER TO ALLOW IT TO MEET THE ❑ BL❑DGETT REQUIREMENTS IN THE TABLE ABOVE, BV BV Aj- El ADAMATIC ❑ ADAMATR 3) UPON COMPLETE OF C❑NSTRUCTI❑N, GC SHALL SUBMIT A SECOND WATER QUALITY TEST TAKEN FROM A TREATED WATER OUTLET TO VERIFY THE PROPER WATER QUALITY IS BEING ACHIEVED. I SOFTENING ESPRESSO TWIN COFFEE TWIN COFFEE TWIN COFFEE SINGLE COFFEE DUNKACCINO ICED COFFEE ISLAND OASIS CARTRIDGE MACHINE BREWER BREWER BREWER BREWER MACHINE BREWER MACHINE U� DD ITEM #96 DD ITEM #101P-3 DD ITEM #101P-3 DD ITEM #101P-3 DD ITEM #101PP-3 DD ITEM #107A DD ITEM #200A 0 z SYMBOL LEGEND o Q Q m Q FRONT OF HOUSE (INCLUDING DRIVE THRU) 0 DESCRIPTION SYMBOL 0 z F❑H EQUIPMENT LAYOUT TYPICAL FOR Q (//�/ CD COLD WATER PIPING (UNFILTERED) CW ALL COMBOS W/ DUNKIN' DONUTS O O PRESENT AND AT ALL DUNKIN' DONUTS INDIVIDUAL STORES, QUANTITY & TYPES J z w ❑F EQUIPMENT MAY VARY BASED ❑N m Q EL FILTERED WATER FVY — O Z W � DUNKIN' DONUTS .FIXTURE LAYOUT. � — j SEPARATE PURCHASE OF A McCANNS BOOSTER PUMP IS Q N R❑ WATER RO Iii — REQUIRED IN ALL STORES WITH TWO EXCEPTIONS: W n (D c 1. STORES INSTALLING AN EVERPURE RO SYSTEM ARE NOT J < BALL VALVE H BV REQUIRED TO PURCHASE THE PUMP, AS THERE IS A = — BOOSTER PUMP INTEGRAL TO EVERPURE'S SYSTEM. 2. STORES WITH AN INCOMING WATER PRESSURE DOCUMENTED UNI❑N TO BE GREATER THAN 65 P.S.I. ARE NOT REQUIRED TO HAVE A BOOSTER PUMP INSTALLED. STRAINER p I CHECK VALVE N CV SH EET p 41 JOB#: D15097 PC#: 342421 DATE: 11 /09/05 C.M.:VERNON LANGLEY i ell REVIEWED FOR DESIGN CONFORMANCE ONLY ADDRESS : ��.�:� APPROVAL FOR THESE PLANS BY ALLIED DOMECQ DOES NOT IMPLY THAT 702 IYANN ® lJ GH ROAD ALLIED DOMECQ HAS REVIEWED THEM FOR CONFORMITY TO APPLICABLE CODES OR REGULATIONS Y A N N I V MASSACHUSETTS ❑ APPROVED ❑ APPROVED AS NOTED: Submit Record Copy for Archives r\n ❑ DISAPPROVED AS NOTED: Revise and Resubmit jl ❑ INCOMPLETE INFORMATION: Add requested informaiton and resubmit " Date: � y� Le-) , 0 ALLIED DOMECQ QSR 4 SAL C O 1 ® Construction Manager , j A� Notes: , C / O DUNKIN ' N �� -� e 169 fl MAIN STREET - - � Ada:`"•ONEHAM MSS s y b p, 2A6 r ?fie 'Y k ,. e_v _ �w.r..arm-'-^rrae--mvc-rvweesaxs��rtwe.+.mae'.:'nvx•. a W yp .....oe.wrowmr a•a »"n,.,eea. — _ —.,eraeaxm.vn.vwa�waesrvae .mw...m-awmn $-T`-_ui Lon 0 fl ABBREVIATION INDEX INDEX OF DRAWINGS ADA � ; , �. � _ V� FAT BUILDING DATA -- MA .� .�.� �ACHU .� E T & AND GA. GAUGE Q.T. QUARRY TILE USE GROUP: B (<50 PERSON`,) rr} � a AT GALV. GALMIZED QTY. QUANTITY A/C AIR CONDITIONING GYP. BD. GYPSUM BOARD R.A. ALLIED DOMECQ TYPE OF CONSTRUCTION: TYPE 5B A.D. AREA DRAIN HDWD. HARDWOOD RAD. RADIUS T1 TITLE SHEET/ ARCHITECTURAL DATA i HERB`( r._R F `I' THAT i HE FLANS AND DRAWINGS _ _ STORIES: 1 A.F.F. ABOVE FINISH FLOOR HDR. HEADER REF. REFRIGERATOR I�O R TH I` e l: I l it�E R E DRAWN IN ACCORDANCE . 0 ALUM. ALUMINUM H.M. HOLLOW METAL REINF. REINFORCING Al FLOOR PLANS; SCHEDULE; DETAILS t T ALT. ALTERNATE HORIZ. HORIZONTAL REV. REVISION WITH All_ � I� D' � ' `,I._, S A1E: AI,!D [.-.00AL LAWS, ALLOWABLE FLOOR AREA: 4200 S.F. APPROX. APPROXIMATE HGT. HEIGHT REQ'D REQUIRED A1A FLOOR DIMENSION PLANS; TOILET DETAIL INCLUDIN �, B `� ;'�il�T � IMITED TO, -i`HE M,4ERICANS ACTUAL FLOOR AREA: DUNKIN' DONUTS � 1661 S.F. � BD. BOARD I.D. INSIDE DIAMETER RESIL. RESILIANT A REFLECTED CEILING PLAN; LEGEND; DETAILS r - „ '_ ^1ITM DI`��r� "-,I�.:I i °� `�} ACT (THE ADA �, THE ADA BLDG. BUILDING INSDL. INSULATION RM. ROOM A3 FLOOR TILE PLAN; DETAIL; SCHEDULE c,c Ci-I/ BM. BEAM INT. INTERIOR R.O. RouGH OPENING ACCES IBlLj I I "UIDELINES AND ANY STATE OR LOCAL OCCUPANCY LOAD: BSMT. . BASEMENT JT. JOINT SCHED. SCHEDULE A4 INTERIOR ELEVATIONS; SCHEDULES; DETAILS ACCES` IBi .:_I __Y (:f0DES, RE LATIOI`JS, OR STANDARDS FIXED SEATS: 10 PERSONS BTWN. BETWEEN KIT. KITCHEN SEC. SECTION A5 EXTERIOR ELEVATIONS; SCHEDULE BOT. BOTTOM LAM. LAMINATE S.F. SQUARE FOOT C.L. CENTER LINE LAV. LAVATORY SHT. SHEET EMPLOYEES: __ _ PERSONS C.T. CERAMIC TILE LT. LIGHT SIM. SIMILAR K1 EQUIPMENT PLAN; ELEVATIONS; SCHEDULE ------ --- -- - - - -- -- -- --- - - Date: TOTAL OCCUPANCY: 15 PERSONS ULN1 CLG. CEILING MAS. MASONRY SPEC. SPECIFICATION K2 EQUIPMENT SCHEDULE ARCHITECT =C + , aURC HERE CLOS. CLOSET MAX. MAXIMUM SQ. SQUARE � � CM CONSTRUCTION MGR. MECH. MECHANICAL S.S. STAINLESS STEEL _ CMU CONC. MASONRY UN11 MTL. METAL STD. STANDARD E1 ELECTRIC LIGHTING PLAN; LEGEND COL. COLUMN M.M. MANUFACTURER STL. SEEL E2 ELECTRIC POWER PLAN, ELECTRIC A L_ —I E wD D�O aV E C C R E FF:__ R EN C E S M4 CONC. CONCRETE MIN, MINIMUM STRUCT. STRUCTURAL ELEVATION; LEGEND PANELBOARDS; C (� FLAME SPREAD: CONT. CONTINUOUS MISC. MISCELLANEOUS SUSP. SUSPENDED ALLIED D O M E C SPECIFICATION BOOK CONST. CONSTRUCTION M.O. MASONRY OPENING TEL. TELEPHONE E3 LOW VOLTAGE PLAN; LEGEND; SCHEDULE °�` FREEZER CORE MATERIAL: 2 .r DEPT. DEPARTMENT MTD. MOUNTED THK. THICK ( ISSUED 1 /31 /9 8) DTL. DETAIL N.I.C. NOT IN CONTRACT THRU THROUGH �, I FREEZER METAL PANEL: PLUMBING PLANS; ELEVATION; SCHEDULES �. h ,' D.F. DRINKING FOUNTAIN NO. NUMBER T.O.P. TOP OF PLATE . t_ ACCOUNT SOURCE r I A�I c A, { DIA. DIAMETER N0M. NOMINAL T.O.S. TOP OF STEEL P2 PLUMBING DETAILS DIM. DIMENSION N.T.S. NOT TO SCALE T.O.SL. TOP OF SLAB I N F i [, �,uAAn(ION BOOKLET SMOKE DEVELOPMENT RATINGS: DISP. DISPENSER O.A. OVERALL TRT. TREATED F I ��` �j U E D /� /O O DN. DOWN O.C. ON CENTER TYP. TYPICAL FREEZER CORE MATERIAL: '50 DR. DOOR O.D. OUTSIDE DIAMETER V.C.B. VINYL COMPOSITION BASFFREEZER METAL PANEL: C�VI�R ;00 D.S. DOWN SPOUT OPNG. OPENING V.C.T. VINYL COMPOSITION TILE A L I L DOMECQ M E C O EQUIPMENT j DWG. DRAWING OPT. OPTIONAL VERT. VERTICAL S P L r_, ! r i C A,TI O N BINDER EA. EACH PL. PLATE V.I.F. VERIFY IN FIELD BASED ON THE FOLLOWING CODES ' EL. ELEVATION P.LAM. PLASTIC LAMINATE V.W.C. VINYL WALL COVERING (ISSUED 6/97) COMMONWEALTH OF ;MASSACHUSETTS BUILDING CODE C' � ELEC. ELECTRICAL PLUMB. PLUMBING W/ WITH EQ. EQUAL PLYWD. PLYWOOD W.C. WATER CLOSET 1999 E D A FOOD CODE 780 C.M.R. — 1 1 /2 7/9 8 �EQUIP. EQUIPMENT PR. PAIR WD. WOOD I EXIST. EXISTING PROP. PROPERTY W/0 WITHOUT ( ISSUED 1 9 9 9) Q , EXT. EXTERIOR P.S.F. PER SQUARE FOOT WP. WATERPROOFING n 3 I F.D. FLOOR DRAIN P.S.I. PER SQUARE INCH WT. WEIGHT ALLIED DOMECQ DATA � � FIN. FINISH PTD. PAINTED WWM. WELDED WIRE MESH Lj FL. FLOOR P.V.C. POLY VINYL CHLORIDE a "� "�"�`"" < I F.O. FACE OF '= FT. FOOT DRIVE—THRU: I SIGNAGE 1 FURN. FURNITURE SQUARE roT I TYPE FOOTAGE DIMENSIONS YES/NO I NO L ° I._L L 7- PYLON /, ./IONUMENT 20 S.F . 3'-1 1 /2" x 6'-4 1 /2" NUMBER OF D.T. WINDOWS 0 BUILDING I 40 S.F. 4'-3 1 /2" X 9'-3 3/4" MENU BOARD SIZE I N/A SITE DIR=_C;- lONAI_ SEE SITE PLAN BY OTHERS, AND OWNER CAR LENGTHS FROM D.T. WIN. —� lt-)l �N STORE DIME 'S!'IDNS:_ STACKING (# OF VEHICLES) °/A GRAPHIC S YIVi B 0 L S _ �_- _— _- SQ. FOOTAGE ESCAPE LANE I N/A c� SALES AREA/ PUBLIC AREAS/ TOILETS 442 S.F. --s--- --- --- ----- I f -- SECTION NUMBER FINISH NUMBER FLAME SPREAD AND SMOKE DEVELOPMENT RATINGS FOR INTERIOR WALL_ AND �- - ° , .- DRIVE THRU TIMER SYSTEM = I� 'A, RETAIL,/. i RV10E 193 S.F. —L 0 Al CEILING FINISH MATERIALS, (INTERIOR FINISH CLASSIFICATION: III/ 76--200): _ �__.____-_.d_-_-_,_.__ __..� ___ �_ _______ 202 P-21 PREP AREA, 219 S.F. �' SHEET NUMBER MATERIAL FLAME SPREAD SMOKE RESTROOMS: SECTION FINISHES RATING DEVELOPMENT B I'�I�;I`��B� I� � - BASEME_'NT Sol FIBERGLASS REINFORCED PANELS 175 135 — --- HANDICAP RESTROOMS DETAIL NUMBER — . ___. ._ __._ _w .__ _- .__ M < I / H , VINYL WALL COVERING 5 5 0 —D 1�A� 301 PLASTIC LAMINATE 30 200 _ TOTAL: —_._._. . 1661 S.F. - -- � " SHEET NUMBER ENAMEL PAINT ON TRIM, DOOR 5 -----------�---"------------ bj DETAIL FRAMES, WOOD SHELVING _ _ _ ----- Lj -- 1a WOOD STAIN NATURAL WOOD SURFACES 5 SEATING' DOOR MARK PARTITION KEY CLEAR SEALER NATURAL WOOD DOORS 5 I ACCOUSTICAL CEILING TILES 23 # OF TABLES AND TYPE 5 TABLES .� Ljj STAND—UP �.�COUNTER N A' PARTITION TYPES / � DOOR STOOLS N/A � D100 B # OF HANYDlCAP SEATS 1 EQUIPMENT TAG COLUMN REFERENCE GRIDS SHEET TOTAL # OF SEATS 10 SEATS o OR DRAWING NOTES INTERIOR ELEVATION INDICATOR I .�. FILE,#: D04139 DATE: 2-11 —2005 B''D RAWN A.R.L. B. FLANNERY g J NOTE: FOR COMPLETE NATIONAL ACCOUNT SOURCE INFORMATION, REFER TO LATEST ALLIED DOMECQ NATIONAL ACCOUNT SOURCE INFORMATION BOOKLET (INFO ALSO AVAILABLE ONLINE Q www.adrus.com/extranet). NOTE: CONTRACTOR TO IDENTIFY ONESELF AS WORKING WITH ALLIED DOMECQ WHEN ORDERING FROM NATIONAL ACCOUNTS. =q ACOUSTICAL CEILING TILE & GRID (ALL REGIONS) EIFS: ARMSTRONG WORLD INDUSTRIES DRYVIT SHERRY BRUNT or PHYLLIS MILLER BOB WALTERSDORF, CSI T.- 1-800-442-4212 E: b o—strate ic—accounts*armstron com N.E. SALES MANAGER /( ' p g 9 T. (860) 285-8341 REFERENCE: ALLIED DOMECQ S STRATEGIC ACCOUNT F: (860) 285-834I ,I 14t ROBERT WILLIAMS—ACCOUNT REP. robertw@dryvit.com T: 717-397-7879 OR 717-917-7103 .r{' www.dryvit.com E: RDWilliams®armstrong.com SALES AREA FLOOR TILE: LAMINATE: CHOICE OF DISTRIBUTORS: FORMICA TOM KELLER—SPEC SLS REP NORTHEAST MIDWEST T- (508) 746-7822 SHEP BROWN ASSO(BRANN CLAY PRODUCTS ? DAVID HOFFMAN KIM KAUFMAN (617) 201-3917 c� tom.kel ler0form inc.com T. (781) 935-8080 T: (708) 422-1000 MIKE VENTURI— F: (781) 935-2090F: (708) 385-1047 USA CONTACT FOR STOCK AVAILABILITY T: (513) 786-3435 WESTCOAST SOUTHEAST Mike.Venturi0Formica.com DSA, INC. DSA, INC. SAMPLES: 1-800—FORMICA FELLY HERNANDEZ CHRISTIAN ZINKL—REP T: (714) 774-7750 T: (770) 442-5500 F: (714) 774-7122 F: (770) 442-5502 KITCHEN SWING DOOR: I E: christian.zinklOdso—ceramics.com ELIASON CORPORATION E= �,�,`P x e. O ER(o EPDXY FLOORING: DOOR SALES FOR ORDERS E m<r) STONHARD, INC. T. (800) 828-3655 co I SCOTT GARSTKA F: (800) 828-3577 O c T: (800) 854-0310 doors®elioson corp.corr. US C: (413) 237-9267 DIANE OGASIAN—REP VP E: sgartskaOstonhard.com T: (860) 653-1725 F: (860) 653-1702 SERVICE AREA / KITCHEN FLOOR TILE: eliasondione0earthlink.net METROPOLITAN CERAMICS TERRI CHASTAIN—DISTRIBUTION DRIVE—THRU WINDOW: T. (888) 325-3945 READY ACCESS E: terri@ironrock.com KPISTY RIVERA ELLEN YOSSARIAN—SALES MGR. 800 621-5045 ,¢ T: (603) 942-8787 kristyrivera@ready—accAs.corr� E: eyossarianQronrock.com LN Lad WALL COVERINGS: PARKING LOT LIGHTS &_V-31I'VE _`IFjRU SOFFIT SENTRY: RIGHTER GROUP SECURITY LIGHTING SYSTEM', INC, T.- 800-848-4841 STEVE FRIEDMAN OR ROB ROBIN'S 'N F: 800-391-1470 T: (800) 544-4843 or (847) 279 -0627 2 DAVID NEE—ORDERS x 8341 F: (847) 279-0642 Dnee@rightergroup.com VILLA LIGHTING KEVIN LYNCH—ORDERS x 8323 MELANIE HURLEY—ORDER'S ;. s kiynchOrightergoup.com RUSE RYAN—REP x $311 T: (800) 325-0963" F: 314 531-8720 �� ;� Lq Cell: 978-697-3191 ( ) i,Q ,. RRyan@RighterGroup.com melaniehC villalighting.ccm �. STEVE DEMARIAS—REP. SURFACE MATERIALS INC. T: (508) 668-3159 MARIANNE KELLY steve0villalighting.com T. (800) 231-3223 or (440) 248-0000 ext.128 F: (800) 662-7890 DRIVE—THRU TIMER: E: mariannek@surfacematerials.com 3M FOOD SERVICE MICHELE PISHKO—ORDERS PAINT: T: 651-736-1629 SHERWIN WILLIAMS F: (651) 736-1644 TECHNICAL INFORMATION CONTACT. 800-321-8194 E: mmpishko@mmm.com COLOR SAMPLES CONTACT: 800-382-6567 BOB SiUDA—REP. u, MARK WEINER, ARCH. ACCT. EXEC. T: (630) 548-9024 W 0 C: 617-438-1408 F: (630) 548-9026 Q I C: 630-240-8802 r AWNING FABRIC: rhsiuda@mmm.com C'4I MM �.3M COMMERCIAL GRAPHICS DIVISION CINDY JENKINS DRIVE—THRU HEADSETS: (800) 444-8088 PRESS 1 3M FOOD SERVICE E: ccjenkinslOmmm.com MICHELE PISHKO—ORDERS Q DEB GIAMPOLO—ACCOUNT REP. 1= T. 800-714-9865 OR (860) 298-8782 F: 651)T: (651) 76-1629 (n 736-1644 tn I djgiampoloOmmm.com E: mmpishko@mmm.com £ U ? BOB SIUDA—REP. (n PERSONA800-843-9888 OR 605-882-2244 T: (630) 548-9024 0 < F: (630) 548-9026 F: 800-843-9890 OR 605-882-3521 LAURIE KOEHN—ORDERS C: 630-240-8802 Ikoehn@persona—inc.com rhsiuda@mmm.com w JOEL WILLIAMS—DIVISION MANAGER jwilliams@persona—inc.com ELECTRIC HAND DRYER: ARLON / SIGNTECH WORLD DRYER CORPORATION' KEVIN MCKINLEY—NATIONAL ACCOUNT SALES CUSTOMER SERVICE—ORDER: T: OFFICE: 843-388-1364, CELL: 843-412-1323 T. (800) 323-0701 OR (705) 449-6950 kmckinley0arlon.com F: (708) 449-6958 ELAINE HALL—CUSTOMER SERVICE T: 800-854-0361 ext: 310 KITCHEN HOOD XNAU 3.-1: ehall@arlon.com CAPTIVE—AIRE SYSTEMS, INC. FRP PANELS: SHERRI LEE MARLITE: T. 813-782-4420 CUSTOMER SERVICE—ORDERS F: 813-354-4825 T: 330-364-7561 Sherri.lee0captiveaTe.com MAIN T. 800-334--9256 NANCY TUCKER—REP �` 0 T: 781-341-2871 ntucker@marlite.com IN STORE TELEVISION AND SOUND SYSTEM: � �or_, KEMLITE HI—TECH SOUND BOB KILBOURNE—ORDERS LIZ TALLON 800 435-0080 X 8620 T: (800) 649-4487 OR (508) 624-7479 O O REFERENCE: NPP PROGRAM F: (508) 460-7882 _ z KEITH MCGRATH—REP m T: 302-449-0715 COMING SOON BANNERS: o KMcGrath@kemlite.com STRATO GRAFIX p a LIGHTING FIXTURES: DAVE MACE or BRIAN HEFFRON—ORDERS VILLA LIGHTING T. (800) 821-9948 OR 781-273-1530 MELANIE HURLEY—ORDERS F: (781) 272-7687 T: (800) 325-0963 brianh@stratografix.com F: (314) 531-8720 STEVE CHUNIAS—SALES REP. melaniehO illalighting.com STEVE DEMARIAS—REP. FULL STORE WATER FILTRATION, SYSTEM: T: (508) 668-3159 steve0villalighting.com BUNN—O—MATiC CORPORATION DAN SHIELDS—ORDERS HVAC DESIGN: T: (800) 646-2866 F: (800) 286-6339 d NCA CONSULTANTS/GROUP dan.shields0bunnomatic.com BILL GAUCH REFERENCE: CUSTOMER #323679 T: (877) 530-0078 STEVE KARVUNIS—BUNN REP. 1�EET F: (727) 535-4900 800-637-8606 OR ncagroupOcs.com CELL: 217-306-3662 E: Steve.Karvunis0bunnomaTic,com JERRY FITZGERALD—CUNO REP. 630-554-6790 CELL: 630-886-3310 JFitzgerol d4Cu n o.com FL? FILE#: D04-159 DATE: 2-1 1 -2005 DRAWN .BY:��.A�...R.L. Q.M. B. I°LANNERY� GENERAL NOTES CO LER NOTE- (� NOTE: s c t3 r ELECTRIC PANELBOARDS (8. 8') TOILET HAS BEEN DESIGNED TO 1. GENERAL CONTRACTOR SHALL REFER TO WRITTEN SPECIFICATIONS FOR AC'.017ONAL INFORMATIO. NOT CONTAINED LOCATED IN BASEMENT I COMPLY WITH ALL APPLICABLE IN THE DRAWINGS. STATE AND A.D.A. REGULATIONS. 2. GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING AT SHELVING, 3 , O.APARTMENT SINK, T & S SPRAY BRACKET, POT RACK, HAND SINKS, MOP SINK FAUCETS, TIME CLOCK, GRAB BARS, LAVATORIES, HAND DRYERS MIRRORS, , � L RORS, PAPER TOWEL DISPENSERS, SOAP DISPENSERS, OTHER ACCESSORIES, ETC. � I 3. REFER TO THE 'K' DRAWING(S) FOR INFORMATION REGARDING THE EQUIPIM N!T AND EQUIPMENT LAYOUT. 4. GENERAL CONTRACTOR SHALL INSTALL 2" x 8" DLOCKING FOR SANDWICH ST 110N, TOP OF BLOCKING 0 4'-4" A.F.F. � ALSO BLOCKING FOR VDU MONITORS. s OFFICE 5. HANDICAP REQUIREMENTS: L L j A. THE GENERAL CONTRACTOR WILL ACQUAINT HIMSELF WITS! THE HAND CAP r' , 'JlE ter`._ T`S FOR THE -- -- - - -- - APPLICABLE STATE AND THE AMERICAN DISABILITIES ACT (ADA) AND lNSsJt F T;1AT THIS I AGILITY WILL BE j ACCESSIBLE. THE FOLLOWING IS A PARTIAL LIST OF REQUIREMENTS: Lei 1. AISLES MINIMUM 36 WIDE. J NEW STAIRS TO BASEMENT. \, \ � , � 2. CURB CUTS PROVIDED AT HANDICAP PARKING SPACES. r (1 HR FIRE RATED WALLS I , SIDEWALKS. \ _ _ 3. MAX. SLOPE OF 5q OR 1:20 IN ALL PARKING LOTS AND ON AIL OTHER, AREAS WITH GREATER -- FROM BASEMENT FLOOR UP -- TOILET SLOPE WILL BE CONSIDERED A RAMP. + TO ROOF STRUCTURE) 4. SIDEWALKS WILL BE A MINIMUM OF 4'-0" WIDE. j 5. RAMPS HAVE TO HAVE A MAXIMUM SLOPE OF 1:12 WITH HANDRAILS AT 34" AND 19" ABOVE THE FLOOR ON 4 \ BOTH SIDES AND TO EXTEND BEYOND THE TOP AND BOTTOM OF THE RAMP A MINIMUM OF V-6" -- ICE W/ O 6. ALL DOORS WILL HAVE A MINIMUM OF 1'-6" CLEAR ON THE LATCH PULL SIDE OF THE DOOR. EXCEPT IN CERTAPREP AREA 30 LB TABLE ' 7. DOOR IMATSATES AND THRESHOL SWHERE ITLTO BE,A BE AXIMUM OF 1/2" HIGH. (PULL) 8. DOOR HARDWARE SHALL BE MOUNTED BETWEEN 36" AND 42" ABOVE FLOOR. L L I; 2 / 9. DOORS TO HAZARDOUS AREAS TO HAVE KNURLED HANDLES. LJ 10. TOILETS: F , A. LAVATORY TO HAVE LEVER HANDLES, SPRING FAUCETS OR SELF METERING FAUCETS. 00 EXISTING ' ' ' ' B. A COAT HOOK 54" ABOVE THE FLOOR WILL BE MOUNTED ON THE BACK SIDE OF THE HANDICAP WIRE SHELF 5-6" POT SINK - -�-I ALL STALL DOOR. " EX. RAMP'jUP HAND C. LOCATE THE WATER CLOSET 18 FROM THE CENTER LINE OF THE FIXTURE TO THE WALL. THE SEAT a D SINK Mpp WILL BE 17" TO 19" ABOVE THE FLOOR TO THE TOP OF SEAT. < o- of SINK \ D. PROVIDE TWO 42" LONG x 1 1/2" OUTSIDE DIAMETER PENNED GRAB BARS, 1 1/2" FROM THE ; N o C� o WITH ONE BEHIND AT 6 FROM THE WALL AND ONE ADJACENT TO AT 12 FROMTHE WALL 33 -36 c o PARALLEL TO AND ABOVE THE FLOOR. WHEN A TANK PREVENTS THIS LOCATION OF REAR GRAB BAR - --- -- INSTALL GRAB BAR 3" ABOVE THE TANK. c�l (� aj W DUNK 1� E. LAVATORY TO BE MOUNTED 32" ABOVE THE FINISHED FLOOR TO RIM � TII �;I�IEE SPACE OF 30" IN �=Q ` °I I `Dc3W o Omm 0mm - WIDTH AND 27" IN CLEAR HEIGHT. c Q ro< or<� F. INSTALL MIRROR 36" ABOVE THE FINISHED FLOOR (TO BOTTOM) AND 72" 1`0 TOP. X_ - - z_m w - mm I mm I G. DISPENSERS TO BE MOUNTED A MAXIMUM OF 42" ABOVE THE FLOOR TO ALL OPERATING OR O`.'(D a'- - of °- DISPENSING SLOTS. �4 to e= � w � --I w � � O o H. TOILET PAPER DISPENSERS MOUNTED 19" TO CENTER LINE ABOVE THE FLOOR. 0 �� 11. ACCESSIBLE PARKING SPACES, PASSENGER LOADING ZONES RAMPS AND SIGNAGE SHALL COMPLY WITH O CO L TF, SERVING AREA ol�o� m y-� A ES AREA THE (ADA). Lo _1 z� m 12. ON TOILET DOORS , SIGNAGE IS REQUIRED WITH RAISED LETTERS AND IN BRAILLE INDICATING " .R a`1 �'� "�o ( ) LLB MAN C+� WwP, N . ( (10 SEATS) _ MOUNT 5' CENTER AFF OPENING SIDE OF DOOR. SIMILAR SIGNAGE Rf:' UIC ED IF IDUTTONS PROVIDED. 6. FURNISH ALL LABOR AND MATERIAL NECESSARY FOR THE COMPLETE INSTALLATIO:Nl OE" CEMENT BOARD BACKING j E aY� �� o ® FOR F.R.P. AND CERAMIC TILE. mQo 0 _ 3 7. GENERAL CONTRACTOR TO PROVIDE FOR P.O.S SYSTEM AS SHOWN ON ELECTRIC 1. �RA�".eNGS 0R, AT ',!!NIMr PM TI-1F_ Ii - \ - - --'--- - z FOLLOWING CONDUITS; A) 2 1/2 I.D. FROM 4 x 4 x 3 JUNCTION BOX LO,�ATED E01IND OFFICE [=ESK UP WALL TO cvry ABOVE CEILING; B) FROM A HUB LOCATED IN THE FRONT LINE CHASE UNDER SI PAT~ TO BACK WALL, PROVIDE ° �� J'�a ® ® w 2 1/2" I.D. CONDUIT WITH 2'-0�� SWEEPS AT ENDS. TERMINATE ABOVE 'IT;E; C'� ?.INCH; y © � C 2 x4 ELECTRICAL BOX 6-0 A.F.F. WITH 1 CONDUIT IN WALL. TO ASS:E CEILING. CI T' � �� ;� �'°_ yN E . w2_ X .2 3/ " cYnw PLYWOOD BLOCKING IN WALL FOR VDU UNIT. mQ wrj �' NOTE THAT THE MAXIMUM CONNECTION LENGTH BETWEEN A VDU(S) AND ITS u TED CPU IS 7�-10", A Il [4- I � �I L -- - - -- -_s �mD I A _ N.. O.aL w F_ 1 w TELEPHONE JACK IN OFFICE TO BE AN 1SDN LINE. NOTIFY DUNKIN!' DONU r S IF NOT REG ON A L;` A.VAILAuLE'. O,S.". ALL POWER OUTLETS FOR P.O.S. DEVICES ARE DEDICATED Cl"7'CUi S '� `!'� THIRD 4�s!RE /I � Z 8 ISOLATED GROUND. AN IG IS AN INSULATED WIRE, SEPARATED FROM ALL OTHER �ROUINID IVVIRES, RU i?' NG BACK EXISTING HVAC UNIT & wN� _ o w cfl TO THE BUILDING MAIN OR COMPLEX POWER PANEL. SCRE .N � zo J I NEMA STANDARD L5-15R I.G. FOR THE RECEPTACLE AND PLUG. a� � ��No c ° USE OF IG DUPLEX OR QUADPLEX OUTLETS: (I.E., HUBBELL IG-5262, IC .�`62 OR EQUIVALENT'). Ls ww _ - 9. GC. SHALL NOT PROCEED WITH CONSTRUCTION UNTIL V.D.U. LOCATIONS ARE DE TERMINED. �Wo Worn o� 10. ALL TOILET WALLS AND OFFICE WALLS TO HAVE ALUMINUM FACED FIBERGLASS INSULATION. FIBERGLASS INSULATION ��s�� cn3 3 M< I TRASH IN WALLS SHALL BE KRAFT FACED (IF COVERED WITH GYPSUM) OR FOIL FACED. ALL CEILING INSUL, To BE FOIL : Y FACED.ILD f I z ti_� 11. IF BOLLARDS ARE REQUIRED, G.C. WILL PROVIDE 6"0 CONCRETE FILLED PIPE AT LOCATIONS SHOWN ON SITE PLAN. ° ALL BOLLARDS PRIMED (1) COAT, PAINTED (2) COATS P-21 PARIS WHITE. BOLLARDS 3'-0" ABOVE GRADE AND SET - 1, ----- _ -- - -- - IN CONCRETE TO AT LEAST 3'-0" BELOW GRADE. --`= 1 -- -- -- --------� 12. GENERAL CONTRACTOR TO VERIFY SIZE OF REACHIN COOLER(S) BEING USED AND ALLOW SUFFICIENT SPACE. s �I 13. THESE PLANS ARE BASED ON MINIMUM ALLIED DOMECQ CORPORATE DESIGN REQUIREMENTS. THE STRUCTURAL � �� FIRE-RATED WALL INFORMATION: 1 DESIGN, FOOTING DESIGN, ADA COMPLIANCE AND GENERAL BUILDING REQUIREMENTS HAVE BEEN EVALUATED TO MEET ��r ' '$ 1 HR U.L. DES. U305 [(1) LAYER 5/8" SHFETROCK BRAND GYPSUM PANELS. VESTIBULE UP MAX 1:12 ALL ADA STATE AND LOCAL CODES. WATER-RESISTANT FIRECODE CORE EA SIDE; 2x4 (NEW) OR 2x6 @ 16" OC- ATTACHED W/ 1 1/4" CEM - CTD NAILS 7" OC; TAPE AND FINISH WITH 5'-0" MIN. PRIME COAT, ADDITIONAL FINISH PER SCHEDULE--FRP PANELS CLASS A FIRE RATED] NEW VESTIBULE & WINDOW NEW ADA RAMP AND LANDING DOOR SCHED LE I Lo 0 DOOR SCHEDULE i..�i�.J � C� FIRST FLOOR PLAN- MARK SIZE TYPE MATERIAL DOOR FIN. FRAME DETAIL THRESHOLD HARDWARE FRAME FINISH REMARKS NO. W x H TNT EXT NO. SET NO. INT �F: I XT SCALE: 1/4"=1°-O" t 1'36 7'-0"x "A" GLASS AND FACTORY ALUMINUM - ALUMINUM ##1 FACTORY R CLEAR ANODIZED 3-6 x 7-0 x " ALUM. AND ` i 2 1 3 4" A GLASS FACTORY ALUMINUM - NONE ##1 FACTOR I_ 'C EAR AIvODlZED O NEW STAIRS 3'-0"x 6'-8"x "C. SOLID CORE ST-21 HOLLOW 1 1 1/2" x 4 1/2" S 'RINCy I,INGE, � L 3 1 3 4" C BIRCH ST-22 METAL 1/A2 NONE 5 P-3t.' ; UNDERCUT 1!2" � � � I " SOLID CORE ST-21 HOLLOW _-� I /2 L _j WTR. 4 1 3 4" C BIRCH ST-21 METAL 1/A2 NONE #3 P-30 UNDO RCUT 1 WOOD ST-21 HOLLOW < ELECTRIC PANELS 5 i 364"x 6'-8 x " " LOUVER ST-22 METAL / 1 (1) HOUR FIRE RATED -_�� HTR. EXISTING E P-30 HOLLOW 1 A2 NONE Ia P-< 1 UNDERCUT 1/2" ��Wy�. �4 WALLS FROM BASEMENT ® 6 P-30 , FLOOR ALL THE WAY - P-22 ALUMINUM I"°--'�2� a ® 3'-6"x 6'-6" B.O. FACTORY 4/A2 "DOOR & FRAME BY FREEZER BOX MANUF. UP TO ROOF 7 4'-6'x 7'-4" R.O. `s - STRUCTURE W 1 SOLID CORE )�/ ( ) 3'-0 x 6 -8 x C. ST-21 HOLLOW � (`I) HOUR FIRE-RATED HOUR RATED DOOR - \ 8 1 3 4" C BIRCH ST-22 METAL 1/A2 NONE ##5 P-30 9 Lu DOOR FROM UTILITY ROOM TO STORAGE AREA. NOTE; VERIFY ALL DOOR SWINGS ON ImL00+t PLAN EXISTING WATER ----- - -- ® ® 1 1/2 PAIRS HAGER ##1250-26D SPRINGHINGES HEATER TO BE - \ 1 LOCKSET, SCHLAGE D80RD LEVLON 626 I REMOVED EXIST. CONCRETE PIER 1 WALL RACK, RUBBERMAID ##1990- "HANDLER" WALL RACK Li EXISTING ABANDONED -� a AIR HANDLER TO BE -7- 1/4" TEMPERED REMOVED SAFETY GLASS Cy I O L� -1 MAIL-, _ Q a �. SLOT C I - U O \/ OFFICE _i z ONLY - z m < o NOT NOT j O >- USED EQEQ. USED rl 74 EXISTING WATER `-� METER W/1" LINE A B C D E ® I2 ® _ DO O P � __j SHEET ' FILE#: D0 39 BASEMENT FLOOR PLAN DATE: 2-11--2003 SCALE: 1/4'=1'-0„ SQRA`rNN BY: A.R.L. ��.� � C.hl. B. FLANNERY NOTE: TOILET HAS BEEN DESIGNED TO COMPLY WITH ALL APPLICABLE STATE AND A.D.A. REGULATIONS. L2 ! L-'-n- L _ r 4 5>-1 6'-4y4»„ 3'-6Y2" 5> 1 g3/4" 4'-11y" \�F� /X Of W j LI7S' 1 J v '-1" CLEAR r7 co I 1 i i N -- --4Z) 7 M _ co o o ¢ Lo Q MU I ; 1 _ /� N ----- —- -- L -j 3'-0" CLEAR _1_ vi I z I oxc0 m4n 1 m I O? 00 -col il------ i `n 00 4,-0„ — i o 2'-6" _ & 00 I 2' F T-0 t 4� t Y Fir � 0 O 14-10 — -I�- - _7 -11 !� 5 -0 r Q Ld FIRST FLOOR DIMENSION PLAN SCALE: 1/4»=1'-0" z F-= LU a 00 CD N I 6'-1" MIN. CLR. i - — - d - `A c 2'-7" 3'-6" MIN. Q �' o — I 02 �I o +----- - 1 —10' S- E3 x —MAX. m < -- >- < 19" ` r _ Li 1, MAX. Cq 12>�' 1 , i - ® ® ® --�8„ CLEAR TOILET DETAIL SIHEE� SCALE: 1/2„ = 1,-0» FILE#: D04139 BASEMENT FLOOR DIMENSION PLAN DATE: 2-11 -2005 SCALE: 1/4'>=1'-0" DRAWN BY: A.R.L. r C.P . B. FLANNERY COOLER —— BACK WALL —STUD FRAMING TO RECESSED (B) STRUCTURE ABOVE - FC FIXTURE OVER WORK AREAS (TYP.) cm ' 3" � ELEV. 8'-6" (=i, - ®FFI CE P-30 1'-7" TYP ++ -- �� ACOUSTIC PANEL --� 8'-0" � CEILING ST-21 1 5/16>, MAPLE MOULDING � ST-22 G.W.B, WC-23 j w -- -TOILET - 1/2- CDX PLYWOOD BEHIND GYP. BD. EQ. Q EQ. _ REFERENCE LINE FOR SOFFITS _ > EQ. � � EQ. P, 30 Q Q 8-0 CROSS-BRACING PREP AREA — �.., ' � % - - r,+ ELEV. 6'-10" ci� I 16" MAPLE MOULDING ST-2100 1 5/ a ---- —j ST-22 � 3'_2 '. H ALL - — G.W.B. P-3o —LINE OF TRUSSES f 1 _.� _ _- G�-Ii C_2� TENNIS WHITE Z -THREADED RODS � �"_--,..---WOOD TRUSS 4 8'-0' ----__ �._. —0 — / s / -�04 - - I J BACK B AR SOFFI DETAIL , I B I Q O — A 2 SCALE: 3/4 —l'—o" ra i xzN 4-0" _ < �n N c� 2° o \ co � - I o I , -St� >fENDED CEILING C SERVING AREA 9 NI I Ffll SP SALES AREA ELEC OUTLET FOR -' —L Q T �_ I =- _2 � TV MONITOR _ i.V. ICY OWi+lER UNISTRUT CHANNELL-11 T_dAi f B ,n / W - - �; I �I � __ SUSPENDED CEILING '-SUSPENDED CEILING --- BRACKET AS ��jj BRACKET AS IdAN'UFACTURED BY y. —B >I ZS3 a MANUFACTURED BY�� UCASEY #ACM2030 LUCASEY #ACM2030 N " oSUSPENDED CEILING [19 •- L B I NOTE: VERIFY LOCATION WITH OWNER EXISTING HVAC UNIT & i ( 1 BEFORE INSTALLATION SCREENcySp Lij B El Lo MOUNTING DETAIL FORT. v . EQ. EQ. �' to N N SCALE: 3 4"=1'-0» �74 , Q Q 5 \lip OPTIONAL u , „ — -- a P� SOFFIT w EQ. EQ. VESTIBULE — -=j== - q _P P-30 8'-0" wci LIGHTING SCHEDULE I w ''0 Q r LE TED I L ^I (� Al 2X4 REC, FLUOR. W/ACRYLxC LENSE & WM 8 v ',,ET c GRB-33EA-120-ADV-EEX j I I V ' V AlP 2X4 REC, PARABOLIC W/MATT MIZER T8 lE;T 2EP3GX332S361-120-ADV-EEX SCALE: 1/4"=1'-O" A1PO 2X4 REC. PARABOLIC W/OVERLAY & T8WM MET 2EP3GX332S361-120-ADV--EEX-OAO A1F FLANGE KIT ONLY FOR 2X4 TROFFER MET FCS24WU > F= A3PO 1 X 4 PARABOLIC W/OVERLAY & TBWhT ^MET EP3GX2,2S18i-120-AD4`-EEX-OAO � Ld� E A31F FLANGE KIT ONLY FOR 1X4 TROFFER HIET FCSI4WU -! 2" x 8" HEADER -- B 32W ELECTRONIC FLUOR, DOWNLIGHT H880E-870C = a SCHEDULED FINISH ON 00 C5 12' FROSTED HANGING GLASS PENDANT TTF DD140BK 1/2-GYPSUM BOARD- u') ir ii I O ,n r. 2 x WOOD FRAMING COMBO " EXIT COMBO LED EXIT / (2)HEAD EBU SUR LPX70RWHDH Dl FLUOR, TRACK HEAD W/SAFETY LENS HALO L3240EP/MSP5234 SCHEDULED FINISH ON E INCAND. DOWNLIGHT W/WHITE TRIM HALO- H7T/310W 0 all -_ 1/2-GYPSUM BOARD CEILING FINISH SCHEDULE G 175W MH WALL PACK HALO PM17 r HOLLOW METAL FRAME J 175W MH SOFFIT LIGHT-LAMP INCLUDED SLCOD 852V Lo WITH COMPRESSION / CODE MATERIAL MANUF PRODUCT # DESCRIPTION/REMARKS RACK-2' 2' TRACK SINGLE CIRCUIT HAL L 650P S ANCHOR AND ADJUST- \ AC-22 / 2' X 4' VINYL CLAD 5 /8 \:� ADDED 3/4" END FINISH PANEL VINYL PANEL CEILING ARMSTRONG 87O , , OR HEAD JAMB MENT SCREW p ---- — �� RACK-4 4 TRACK SINGLE CIRCUIT HAL L651P 7 5/8" JAMB DISPLAY CASE CASEWORK AC'-23 CEILING GRID ARMSTRONG 7300 WH WHITE GRID, 15/16 RACK-8' 8' TRACK SINGLE CIRCUIT HAL L652P AC-25 ACOUS11C PANEL CLG. ARMSTRONG 2767WH CORTEGA 2ND LOOK, 2 X 4 TRK- LIVE END FEED- STARTER HAL L901P I ACCESS s ® , DETAIL D E TA I L� P-30 PAINTED GYP. BD. SHERWfN47PLlAMS SW 7006 EXTRA WHITE TRK— OUTLET BOX COVER HAL L.900`' � SCALE: 3 4"=l'-0" SCALE: 3/4"=l'-0°' �� _ __ __ ACCEss �-�- / TRK— MINI TRACK CONNECTOR I! —„ — ly ACCESS _—. �`L L�OBP � � p ---- -- ACCESS T—BAR CLIP HAL L983N v ® �. W—EBU 2—HEAD BATTERY PACK SUR CC2—V 0 WSC EXTERIOR WHITE WALL CYLINDER W/ LENS SLIP 8340-15/9008-12 m < e SCHEDULED FINISH ON NEW CONCRETE BLOCK X LED EXIT W/ BATTERY � SU�' � LPX70RWH �� a 2" x 6" HEADER 1/2-GYPSUM BOARD 2-3 1/2" x 3 1/2" X 5/16" TYP. 2 X 4 WALL W/3 1/2" CEILING' LEGEND v__-_� _ -__€--_..__. _ _ a 2" x 4" BOTTOM STEEL ANGLE LINTEL INSULATION & 1/2' SHEETROCK -�-^ - , 3LJ SEALANT -CONCRETE BLOCK i gy SEALANT 2x4 LAY—IN LIGHT FIXTURE WJ X EXIT SIGN WA 2 x 6 ACRYLIC LENS (TYP.) HOLLOW METAL FRAME ANCHOR �Al STUD LL FRAME GROUT FILLED SOLID JAMB _- - - CEILING EXHAUST REGISTER 1 15 16" --- " �Al—p 2x4 LAY—IN LIGHT FIXTURE �d/ � / 5/8 PARABOLIC LENS (TYP.) FINISH PER INTERIOR ELEVATIONS (2) 2 x 4 SUPPLY AIR DIFFUSER LIGHTII'lq' G Su"NHEDUL,—,-__" T - S Li 0 1 7/8" 2" JAMB ix4 LAY-IN LIGHT FIXTURE W/ „ .. . HEAD JAMB =A3-P PARABOLIC LENS (TYP.) j GYPSUM BD. CEILING H E A D JAMB 5 3/4" l--�I 1. PROVIDE ALL FIXTURES COMPLETE WITH LAMPS. REFER TO NA 6 I;NAL ACCOUNT SOURCE it i O FOR LAMP 0 B RECESSED CAN LIGHT EXTERIOR WALL PACK LIGHT 2, APECENCANDESCENT LAMPS SHALL BE RATED 130 VOLTS, SHEET DETAIL DETAIL 3, ALL BALLASTS SHALL BE HIGH POWER FACTOR, FLUORESCENT Bt4LLA'TS FOR T8 LAMPS TO BE „ „ 0 PENDANT LIGHT FIXTURE. CEILING GRID OSRAM/SYLVANIA OR MAGNATEK FULL-OUTPUT ELECTRONIC, EXCEPT OUTDOOR FIXTURES TO BE A 2 SCALE: 3/4 =1 -0 A 2 SCALE: 3/4 =1 -0 C5 4, R4IBFhfif D4HV NT;Fl � TiACH CORNER OF FLUORESCENT GRID TROFFERS, A ® FLUE 5, PROVIDE ALL REQUIRED MOUNTING OR HANGING HARDWARE, EXTERIOR LIGHT 0 WSC 6, COORDINATE AND VERIFY ALL FIXTURE INFORMATION, TYPES AND FINAL LOCATIONS WITH THE REFLECTED CEILING PLAN, FILE#: D04130 SPEAKER 7, LAMPS SHALL BE AS MANUFACTURED BY SYLVANIA, WESTINGHOUSE, GENERAL ELECTRIC, OR APPROVED �J EQUAL. DATE: 2--11 --2005 DRAWN BY: A.R.L. 0.la, O. FLANNERY C-2 dz 0 r Ar. j C "ppI [ a T-22 B-22 co i co N o I --jam rn I 0 T-22 �j T-25 B-22 rn B-25 Ulu T loo�zl z - 6 - -_ CERAMIC TILE BY G.C. �---Q!ARRY TILE BY G,C, TILE COVE BASE ° -TILE COVE BASE D t LLJ 0 FLOOR TILE PLANCUETWER AKE:tzS ° s � AREA" SCALE: 1/4"=1'-0 -21 i _ tip o 5, F- Lij Ld Fr v A cr- o J C) _ h-- LINE OF SERVICE COUNTER FRS' PANELS SCREWED TO WALL EVERY 1'-0' -CERAMIC TILE BY G.G. C) METAL 7 BASL BY TERMINATION EQUIPMENT PANEL AS PE TERMINATE FRP MA OtRIffRDIMENSION EPDXY, MANUF. W/ MILLWORK 5 A.F.F. DWGS, POURED EPDXY- PUT, KITCHEN CASEWORK FLOORING � EF-�� B-22 SERVICE AREA KITCHEN m 8-21 PUBLIC AR AS . � e n 30d TILE fl SE DETAILS'.AIL '. < 0 � SCALE: 1"=1' co Q a m o :�_� FLOOR FINISH MATERIAL SCHEDULP 7- LIJ CD CODE MATERIAL MANUFACTURER PRODUI I NU DESCRIPTION,/REMARKS — ch- B-21 111E COVE BASE KEOPE JAPURA 6"x!2"—PUBLIC AREAS NOTE: B-22 11LE COVE BASE METROPOLITAN 507 PURITAN GRAY- 6"x6"; KITCHEN/SERVICE AREA TILE CONTRACTOR TO INSPECT FLOOR FOR RESIDUE FROM PREVIOUS TENANT Ir_ AND APPLY CLEANERS AS NECESSARY G-21 GROUT LATICRETE 24 NATURAL GRAY (USE 'W/ T-22) FOR PROPER TILE ADHESION. ----- G-22 GROUT LA11CRETE #45, SP--100 RAVEN EPDXY (USE W/ T-21) SHEET ME NOTE T-21 SALES FLOOR TILE KEOPE JAPURA— 12" x 12" 11LE T-22 KITCHEN QUARRY 11LE METROPOLITAN 507 PURITAN GRAY 6" x 6" QUARRY TILE I POINT OF TILE PATTERN IS THE START P0I -- -------- MIDPOINT OF THE VESTIBULE DOOR. EF-22 EPDXY FLOORING STONHARD STONSHIELD I-�HRIs-SAGE/STE:EL GRAY/PEt R/SLATE FILE • D041 9 DATE: 2--11-2005 DRAWN BY: A.R.L. C.M. B. FLANNERY TYPICAL DIMENSION MAY VARY PER A2; HOLD 2'-5" AND 1'-0" BORDER ^?i Q P-34 OR OR P-30WC-25 ALT. WC-24 4 6r_FP-34 WC-25 ALT. - CENTERON GLAZING TOP MULLIONS ONLY USED AT FRONT OF VESTIBULE �-- ST-21 1 ST-22 FIXTURE C5 . SE REFLECTED r SIGNAGE (MEN/WOMEN) MONOPOINT PENDANT LIGHT _ n CEILING PLAN FOR SPECS AND WC-23 - - - _ __ �' - I Lj '71v! �� _____ __ - � � -_ ADA ROOM IDENTIFICATION SIGN - � � - � 1hC 23 �.., WC;-23 , i I MOUNTING LOCATION. c� (LATCH SIDE OF DOOR) !-! 1 f L-- ` CO _ i0 1 CHAIR RAIL --CHAIR RAIL CHAIR RAIL ap N I r i o SEE EQUIPMENT SHEETS FOR I - 1 00 SEAT AND TABLE -I SPECIFICATIONS. SEE SHEET Al LO FOR LOCATION OF SEATING. LO PL-21 B-21 `- PL-21 - B-21 PL-21 -21� �-ALUMINUM STOREF 'ONT PANEL MP-25 SALES ELEVATI ON TYPI SEATING ELEVAT! TY . HALLELEV � T! ( TYP . ) VESTIBULEELEVAT! STY SCALE: 1/4" = 1'-0" SCALE: 1/4" - 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" PROVIDE DUPLEX RECEPTACLE IN uj-4. SOFFIT FOR VALUE COMBO BOARD �M 27 1/2" 4'-9" 27 1/2" 27 1/2" x e� 27 1/2" -- _ ,f�- -;�--- f,'I ,f » f, 2" x 2" STAINLESS STEEL ®<n 10Y2 12 12 12 12 1 ANGLE CORNER GUARD -- G.C. TO INSTALL 1/2" PLYWOOD [ ��j ST-22 6'-0" LONG, TYPICAL INSTEAD OF GYPSUM BOARD AT o LL OUTSIDE CORNERS POT SINK �a� - - - -- --- -- --- - ---- - --- ----- _ -- P-30 - _ - --- _� _ MB ' s MB 25® VC MB MB � WC-23 Q 3 -O � --`--------I---- - -- - ----- - POT RACK 1 _I P 30 FRP 22 - ----_-- FRP-23 PAPER F T FRP-22 �� FRP-23 M13A24M147-M�1 6" AP I.C. >, >,TOWELS 4 -0 2�_ _ _-__ P-30 f P-3 JUL FRP-2 ESPRESSQM2 - MICR O ICRO. �.C. DISP. SOAP 2,f . Q l MAIN POS GROUP n NOTE: ADJUSTABLE_.-� __ �0 Q - Q y - _ = - n CUSTOM HEIGHT _ SHELVES i 5 i o rJ I H!" o ��! 00 o WARME M®5 ® MENUBOARDS BY D.D. I == I ,- OMIT WALL COVERING SIGN MANUFACTURER °0 ST-21 op -- Q - �, II BEHIND CASE TO LINE ip �� ST-22 i �' A28 A21 A19 A23 �CE� I I --� CADDY HAND ImoC14¢ ca SINK POT SINK SLICER--' ' � t ..- PRINTER LINE OF CASEWORK B-22 j \ -- TOASTER -� QMIT TILE BASE BEHIND DISP. CASE - B-22 \-- B-22 ST-21 MOP SINI< `� �22 ST-22 C BAR ELEVATION PREP AREA ELEV TI TY .� FFI L V TION ( TYP . UTILITY ELEVA YP . � u SCALE: 1 4" = 1'-0" ' SCALE. 1 4>, — 11-0), SGAL�. 1 4" — 1'-0" c SCALE: 1/4 = 1 —0 / / / FRP-22 "'ULE ST-21 _ ._--- FRP-22 - - W ALL FINISH TE I " Eji FULL HEIGHT ST-22 FULL HEIGHT TYP. ALL WALLS TYP. ALL WALLS CODE MATERIAL ��^NUFACTURER PRON CT NNU DESCRI�t10i1/RE�'AR{S SOAP - - _. P-30 r o ,, , " HANDICAPPED DISPENSER© MIRROR B-21 TILE COVE BASE KEOPE JANURA s 6 x12 ; PUBLIC AREAS , ell GRAB BAR -- LAVATORY HANDICAPPED ® B-22 TILE COVE BASE -- METROPOLITAN 507 PURI TAN GRAY 6,'x0"; KITCHEN/SERVICE AREA � t�A �� GRAB BAR a -__- -- - - LJ o FIBE REINFORCED RECESSED MOUNT C - TOWEL \ -LAVATORY SANITARY NAPKIN 12 MAX. - a DISPENSER \ RGLASS --- --- .- 3'-6" o 0 / � ,> ,> \ FRP-22 MARLIIE P-100 WHITE KITCHEN OFFICE, UTILITY p i DISPOSA L(WNMYNS ---- I 6., 3 -� P R PAN RESTR00 0 L -- -_-_1 _ r - 1 FRP-23 P R A MARLITE P-11 S ALMOND SERVICE AREA AS NOTLT3, RESiR00MS F- I TOILET PAPER - p X �� DISPENSER I �j ,: d x, �, -I z d I III TOILET 1 -3 ;�I P-29 PAINT 5HERWiN WILI.IAMS SW 6113 INITERACTIVE CREAM (ALL WALLS) - _I _ cv , N E P-30 PAINT SHERWIN WILLIAMS SW 7006 EXTRA WHITE Ld V) 3 -0TOI LET PAAX. 1'-1' x 4'-6" x 6" DEEP P-34 PAINT SHERWIN WILLIAMS SW 6363 c�4�sE�Y; MTL. DOOR JAMBS & HARDWARE (!? B-21 B-21 RECESSED TOILET CABINET, B-21 B-21 Ld Q FORMICA f859'>s--58 MATTE FINISH WAINSCOT - POSI110N BETWEEN WALL PL-21 PLASIC LAMINATE �NAg • ( ) f- STUDS, MAX. PROJECTION s 4" INTO ROOM, 1 PER TOILET y ST-21 CLR. COAT POLY FINISH SHERWIN WILLIAMS V84,F82� 3 COATS OVER ST-23 wo TOILETE LE VA TI O N e.� TY ST-23 STAIN SHERWIN WILLIAMS SW 3112-K OVER FINISH TRIM, CHAIR RAIL, SCALE: 1/4" = 1'-0" WD. DOO`;S (2 COATS) WC-23 WALL COVERING SURFACE MATERIALI L181A21 FRENCH 'VANILLA WC-24 WALL COVERING RIGHTER GROUP - DD'10 SVV RL PATIE.RN Wj COFF. CUP ICON WC-25 WALL COVERING RIGHTER GROUP 025429A DECORATIVE SWIRL BORDER WC-26 WALL COVERING RIGHTER GROUP DD100 I SWIRL PATTERN TOP OF CHAIR RAIL ® lol FINIS Lo! 1 � L.m U L. �m NOTE: 2'-11" A.F.F. P/,TCH AND REPAIR EXISTING ROOM NAME FLOOR CODE BASE I WALL CEILING 2 �'_ C WALL AS REQUIRED BEFORE 1/2 G.W.B. - - � p= � g APPLYING NEW FINISHES C0DI� s CODE CODE NOTES < � � �! VESTIBULE T-21 B-21 I VARIES i P-30 1 WALL COVERING ._..._.,_ _�.a __�.�.._....._.._--. We-23 SALES AREA T-21 B- '. VARI �, 2 a/A�.=-2 3 1 �. S I A - POPLAR CHAIR RAIL SERVICE AREA T-22 B- P2 VARIES AC-22/AC-23 � POPLAR CHAIR RAIL ST-21 sTAIN sT-22 TOILET T-21 B-2`1 � FRP-23 �P-30 AND CLEAR COAT sT-2l UTILITY T-22 B-22 I RP-22 AC-22/AC-23 SEE CHAIR RAIL DETAIL .-�.._._._.._.- WALL OFFICE T-22 B-22 FP.P-22 P-30 LO PLASTIC LAMINATE PREP AREA T-22 B-22 FRP-22 AC-22/AC-23 PL-21 N CHAIR RAIL DETAIL TILE cdVE BASE — HALL T-21 B-21 t VARIES AC-25/AC-23 1 Ld SCALE: 3"=1'-0" B-21 - LLL�J.Ij C) CHAIR RAIL IS 8/4 x 6 POPLAR (1 3/4 x 5 1/2) WITH A 3/4 CHAMFER. TYP . ALES WALL DETAIL TOILET U 6 T SCHEDULE 11 REFER TO INTERIOR ELEVATIONS SHEET A-10 FOR SHEET ITEM DESCRIPTION MANUFACTURER & MOUNTING HEIGHT REMARKS PROPER WALL FINISHES IN VESTIBULE, SALES AREA, SCALE: 3/4"=1'-0" # � SEATING AREA, AND ALCOVE A GRAB BARS BOBRICK B-5806X42 36" MAX. A.F.F. NOTE C PEENED GRIP & POLISHED ENDS Ad B TOILET PAPER DISPENSER BOBRICK B288 24" A.F.F. NOTE C SURFACE MOUNTED 2, ALTERNATE WALL FINISH IN BATHROOMS TO BE 6'x 6' C COAT HOOK (HANDICAPPED) BOBRICK B-671 48" A.F.F. DOOR MOUNTED WHITE CERAMIC TILE; SEE ALLIED' DOMIECC QSR D SOAP DISPENSER BOBRICK NOTE A, G SPECIFICATIONS E HAND DRYER OPTIONAL NOTE A, C SEE ELECTRICAL DRAWINGS FILE#: DO41139 F MIRROR BOBRICK B-2165-2436 40" A.F.F. TO BOTTOM DATE: 2- 11 - )O5 NOTI_ G NOTE A: OPERATING CONTROLS OF ALL HAND DRYERS, SOAP DISPENSERS AND MULTI PURPOSE UNITS TO BE 42" A.F.F. DRA°WN BY: A.R.L. NOTE B: G.C. TO FIELD VERIFY ALL SIZES. NOTE C: PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES AND ACCESSORIES. O, f M. B. FLAN N N ER Y EXISTING ROOF SHINGLES - F PATCH & MATCH AS REQ'D FASCIA SIGN BY DUNKIN° � J DONUTS SIGN MANUFACTURERLiu LLiLLLiLluj�L SIZE = 4`-3 1/2" X 9°-3 314" \ L'AREA= 40 SQUARE FEET.\.LLL�-ILLLLL 9 �111--tu�atffi _ - P-22 -LLl �1�1� 1L11 --- j- P 2 , TRIM, TYP. � \' ----"- I 1 X3 OVER 1 x8 RAKE _ °@ �0 ° �"' LLL. -- --- --------- ---- - ;------VNYL CLAPBOARDS, 4 TW, c_ I wil-1'11, - _ - -- - -- ---- PAINT SOCIABLE JiLf - - - — — --- �r� NEW 1X8 TRIM -- -_- - -- -- -- T -- - --- / 1 AINTEFABULOUS GRAPE �. ��Ll� -- PAINT FABULOUS GRAPE - W L I11LLL1lJ1LLJJ —lx5, lx6 CORNERS --_ _ - - --- - , - 1 PAINT FABULOUS GRAPE I I I I i I i I VINYL CLAPBOARDS, 4„ TW, - - - --- -- - ---- ---- ---- - - j II; - ' I � I �I i, � ' I PAINT SOCIABLE --- -__-..-- «f?; - - — -- ----- I � � j I � I , -- ---- II I III I I __ rl J�- _._..----- L -1 a L� (_i I % X�N AW-22 NEW RAMP UP MAX 1:12 AW-22 PAINT TRIM L NEW F/C ON EXIST. 0r� FABULOUS GRAPE 1x5, 1x6 CORNERS CONC. PAD BEYOND m I PAINT FABULOUS GRAPE---] PROVIDE NEW BOARD ® I 1 x5, 1 x6 CORNERS ON BOARD PVC FENCE n- u LEFT SIDE ELEVATION PAIN- FABULOUS GRAPE METAL PANEL TYP. FRONT ELEVATION COLOR FABULOUS GRAPE _ PAINT TO MATCH P-24. SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" EXISTING ROOF SHINGLES - PATCH & MATCH AS REQ'D 1 _11.1,I1 � VINYL. CLAPBOARDS, 4" TW, - � 1J Lal li1LiI-L PAINT SOCIABLE __ -- ---- NEW ATTIC �1L�1 ---_ ACCESS DOOR , 2� �111-11..11.1E P-22 _ -- --- -- -11 i1 ll 1 TRIM, TYP - _ -_ _ 1X3 OVER 1x8 RAKE, TYP. �� " i 1 x5, 1 x6 CORNERS — PAINT FABULOUS GRAPE ._ uo - 1 VINYL CLAPBOARDS 4" TW, I �--- PAINT SOCIABLE / < �- I LLJ i' �I .I I 0- I I � I I , --- - --- --- L � li.l - ,I Q _1I h- NEW F/C ON EXISTING CONC. PAD. NEW �"/G ON EXIST. EXIST. DOOR & FRAME� - STUCCO MASONRY AW-22 PROVIDE NEW BOARD CONC. PAD BEYOND REPAINT P-24 PAINT TO MATCH SOCIABLE O ON BOARD PVC FENCE— PROVIDE NEW BOARD RIGHT SIDE ELEVATION ON BOARD PVC FENCE. REAR ELEVATION PAINT TO MATCH P-24 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" fi k T IF- IlN' ISH SCHEDULEcn 1 allD CODE MATERIAL MANUFACTURER PRODUCT NO. DESCRIPTION REMARKS D O 0 Z _ p < P-23 PAINT _LSNERWIN WILLIAMS SW 6359 SOCIABLE TAN -' N —� NEW INTERNALLY ILLUMINATED P-24 PAINT SHERWIN WILLIAMS SW 6293 FABULOUS GRAPE PLUM � PYLON SIGN BY DUNKIN' SHE SIGN MANUFACTURER, O SIZE = 3'-1 1/2" X 6'-4 1/2„ I AREA = 20 SQUARE FEET. to A w IN MATERIAL SCHEDULE SIGN TO REPLACE EXIST. PYLON SIGN IN SAME LOCATION --- CODE MATERIAL MANUFACTURER PRODUCT NO. DESCRIPTION REMARKS AW-22 AWNINGS _ PERSONA _ STRIPED AWNING PANEL STRIPED PLUM AND ORANGE AWNLNG PANEL TO MATCH PLUM PMS #222C & ORANGE PMS #151C AW-22 (ALT,) AWNINGS ARLON / SIGNTECH STDD-2-RFI 2-173 ORANGE & 6-118 BURGUNDY AWNING ROLL TO MATCH PLUM PMS #222C & ORANGE PMS #151C (ALT, TO PERSONA) AW-24 AWNINGS 3M VQ11419 ROYAL PLUM VINYL FILM, MATTE TO MATCH PLUM PHS #222C; ROUNDED AWNING AW-24 (ALT.) AWNINGS \ PERSONA SOLID PLUM AWNING PANEL TO MATCH PLUM PMS #222C ROUNDED AWNING - ALT, TO 3M SHEET AW-31 AWNINGS _- - 3M VQ11418 ORANGE VINYL FILM, MATTE TO MATCH ORANGE PMS #151C; ROUNDED AWNING PYLON SIGN ELEVATION AW-31 (ALT.) AWNINGS PERSONA SOLID ORANGE AWNING PAN LTO MATCH ORANGE PMS #151C ROUNDED AWNING - ALT, TO 3M �l c r EQ � r- I AW-40 AWNINGS 3M VT2790 ORANGE (DD ORANGE LOGO ONLY) TO MATCH PMS #16�C; R>7JN.i3ED AWNINGS-LOBO COLOR; REQUIRES A�: HG SCALE: 1/4" = 1'-0" - AW-41 AWNINGS 3M VT2577 MAGENTA (DD RASPBERRY LOGO ONLY) TO MATCH PMS #219Ci FOUNDED AWNINGS--LOGO COLOR; REQUIRES AW-HG AW-42 AWNINGS 3M PANAFLEX 945 WHITE BASE MATERIAL FOR BR ANGULAR A,�NI�vG AND ALL ROUNDED AWNINGS Rll_E DQ�D 1 � AW-HG AWNINGS 3M 3640-114 HIGH GLOSS OVERLAMINATE7 OVERLAP 1/8'-1/4 ROUNDED AWNINGS-APPLIED OVER LOGO AREA(S) FI1 REQUIRED FOR WARRANTY DATE: 2-11 --2005 I ' DRAWN BY: A.R.L. C.M. B. FLANNERY PROVIDE DUPLEX RECEPTACLE IN SOFFIT FOR VALUE COMBO BOARD Ic_' 27 1/2" 27 1/2" 4,-g,. 27 1/2" 27 1/2" 10)/2"I 112" 12" 12" 12" 1» �:IMB -`- - --E:QMB 250 VC MB D::mi. ' WC-23� - - - �� FRP-23 E A24 A18 M1 2 M®4 ® M® 6„ AP P-3 FRP-2 BR �. ESPRESSW2 / �MlCRO ICR0. C. DISP. NOTE: MAIN POS GROUP I M25 I I CUSTOM HEIGHT O 494 -co aj WARME OMIT WALL COVERING ® ® MENUBOARDS BY D.D. BEHIND CASE TO LINE SIGN MANUFACTURER --- --- R2 i A28 ®1 �9 �3 I ICE i i 00 �a� N co DD co JK t--t` I N O 5 SLICER-J PRINTER ALINE OF CASEWORK--- 0 B-22 Q 0 TOASTER OMIT TILE BASE BEHIND DISP. CASE 0 �, ,07 w ACi� BAR ELEVATI �N �_� OOr.. y o 0mm omm / — O ° - 0m� �m� 6 O SCALE: 1/4" = 1'-0" ®ZC ON! n p p 0 m _, m o 1 o o Q a. Lo o - _ N 600 rn O Z7 :2 0 Z Q © b � oCOm D �O O O OO m �'6 Dd0 w o® C" YWQm 00 LLU LIT- m o ao Z Q-1 �Z MN m o N Nco01D4p 6 00 I m �. . o 660.1 N N II -7 600 600 o WALL FINISH MATERIAL SCHEDULE CODE MATERIAL MANUFACTURER PRODUCT NO. DESCRIPTION/REMARKS --- B-21 TILE COVE BASE KEOPE JAPURA 6"x12"; PUBLIC AREAS B-22 11LE COVE BASE METROPOLITAN 507 PURITAN GRAY 6"x6"; KITCHEN/SERVICE AREA 11 U) w O H- I FRP-22 MARLITE 4P-100 WHITE KITCHEN, OFFICE, UTILITY NI EQUIPMENT PLAN I �' SCALE: 1/4"=1'-0" FRP-2" __P_OLYESTER PANE 3 MARLITE P-118 ALMOND SERVICE AREA AS NOTED, RESTROOMS P-29 PAINT SHERWIN '$riLLIAMS SW 6113 - INTERACTIVE CREAM (ALL. WALLS) O P-30 PAINT ILLIAMS SW 7006 EXTRA V HITE > P-34 PAINT SHERWIN WILLIAMS S' 6333' aNG,S Y, VIZ. DOOR JA 9S & HARTD'A'ARE v `:J. s uj < PL-21 PLASTIC LAMINATE FORMICA #85913-59 MATTE FINISH (WAINSCOT) � i I I ST-21 CLR. COAT POLY FINISH SHERWIN V,,1LLIAMS L V84F82 3 COATS OVER ST-23 Z ST-23 STAIN SHERWIN WILLIAMS SW 3112--K 9OVER FINISH TRIM, CHAIR RAIL, - WD. DOORS (2 COATS) 1. POS TERMINAL INFORMATION: - - 110V AC DUPLEX OUTLETS 2. RECEIPT PRINTER INFORMATION: WC-23 WALL COVERING SURFACE MATERIALS L1BW21 FRENCH VANILLA - 110V AC DUPLEX OUTLETS --- I }_ _--- _ _ _ CWIRL. PAl-1LRNsr® CO�s. CUP IC - SHARED WITH TERMINAL OUTLETS WC-24 WALL COVERING RIGHTER GROUP DD�,00 E ON .�-�,. - WIRED DIRECTLY TO TERMINALS ��.-�� _� DECORATIVE S�'•a1RL BORDER - 3. REMOTE PRINTER INFORMATION: WC-25 WALL COVERING RIGHTER GROUP 3 02 5 r29,A -- - 110V AC DUPLEX OUTLETS- WIRED TO TERMINALS VIA RJ-45 WC-26 WALL COVERING RIGHTER GROUP I L'D100 !SWIRL PATTERN J-BOX IN FRONT CABLE CHASE �� _ 4. VDU INFORMATION: R1111M FINI SH a CEILING EI ;T - 110V AC DUPLEX OUTLETS p e �' - MOUNTING: WALL, CEILING, OR - - - --- ty ROOM NAME HEIGHTS � .� PEDESTAL ROOM NAME __..} FLOOR CODE BASE WALL CEILING � O � SALES AREA 8'-6" 5. OFFICE AREA INFORMATION: I NOTES VESTIBULE _ 8'-0 - 110V AC QUADPLEX OUTLETS CODE CODE CODE v SERVING AREA 8'-6" - 1 MODEM LINE REQUIRED FOR O PREP AREA SUPPORT VESTIBULE T-21 B-21 VARIES P-30 ?. —� HALL 8'-0" - 2ND MODEM LINE OPTIONAL FOR SALES AREA T-21 B-21 CREDIT CARD PROCESSING VARIES AC-25/AC-23 1 m " O 'TOIL ET= a°=0" 6. NETWORK HUB INFORMATION: SERVICE AREA T-22 B-22 VARIES AC-22/AC-23 __' OFFICE 8'-0" - 110V AC DUPLEX OUTLETS BACK BAR SOFFITS - 6'-10" - LOCATED IN FRONT COUNTER TOILET T-21 B-21 FRP-23 P-30 2 DISPLAY CASE SOFFIT 6'-10 CABLE CHASE UTILITY T-22 B-22 FRP-22 AC-22/AC-23 i-+ - CONNECTS TO TERMINALS, VDU'S, BACK OFFICE COMPUTER SYSTEM OFFICE T-22 B-22 FRP-22 P-30 - ORDER INFORMATION ROUTED TO HUB, THEN TO VDU'S & OFFICE PREP AREA T-22 B--22 FRP-22 AC-22/AC-23 HALL T-21 B--21 VARIES AC-25/AC-23 1 POS NOTE: - - r-- GENERAL CONTRACTOR TO PROVIDE FOR P.O.S. SYSTEM AS SHOWN ON ELECTRICAL DRAWINGS --, -- ----- OR, AT MINIMUM THE FOLLOWING CONDUITS: 1, REFER TO INTERIOR ELEVATIONS SHEE e A--10 FOR SHEET A) 2 1/2 I.D. FROM 4x4x3 JUNCTION BOX LOCATED BEHIND OFFICE DESK UP THE WALL TO ABOVE CEILING. PROPER WALL FINISHES IN VESTIBULE, SALES AREA, B) 2 1/2' I.D. CONDUIT WITH 2'-0" SWEEPS AT ENDS FROM A HUB LOCATED IN THE FRONT SEATING AREA, AND ALCOVE LINE CHASE UNDER SLAB TO THE BACK WALL. TERMINATE ABOVE CEILING. C) 2"x4" ELECTRICAL BOX 6'-0" A.F.F. WITH 1" CONDUIT IN WALL TO ABOVE CEILING. CENTER 2, ALTERNATE WALL FINISH IN BATHROOMS TO BE 6'X 6' 32%32"x3/4" PLYWOOD WALL_ BLOCKING IN WALL FOR VDU UNIT. WHITE CERAMIC TILE; SEE ALLIED DOi',11ECU (jSR THE MAXIMUM CONNECTION LENGTH BETWEEN A VDU AND ITS DEDICATED CPU IN THE FRONT SPECIFICATIONS LINE CHASE IS 75'-0". THE CONNECTION THEN GOES TO THE OFFICE. G.C. TO PROVIDE ONE FILE#: D04139 ISDN TELEPHONE JACK IN THE OFFICE. NOTIFY DUNKIN' DONUTS IF ISDN SERVICE IS NOT REGIONALLY AVAILABLE. ' DATE: 2--'11 •-- 00 RA N BY: A.R.L. Clk P. FLANNERY Q € YLo ! I r uj N ( a jLLI < 0 V) z z z z z a Q a I I !N d F 0 0 0 0 0 I ! V) r L.L LL: F F F h I w w � rri Q Q I c rJ Ll z r7 z LL 0 0 0 0 O Li LL U U U LL ti f Of �! > O O Li Li z z z I" Lx ! t w fi O f- H- L : m m m m m w d d d d ! i w Q N n o < LL LL LL ! 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B33 i � Q / 5 i � / cCa A5 Cam! _ �j LQo a B 4 � c O Xz 4A M<n C t I O� Q I a3 O �� I Q MILA Oa I �� POS NOTE: DRAWINGS OR, AT MINIMUM THE FOLLOWING CONDUITS: GENERAL CONTRACTOR TO PROVIDE FOR P.O.S. SYSTEM AS SHOWN ON ELECTRICAL a A) 2 1/2" I.D. FROM 4x4x3 JUNCTION BOX LOCATED BEHIND OFFICE DESK UP THE WALL TO �h ABOVE CEILING. � L B) 2 1/2" I.D. CONDUIT WITH 2'-0" SWEEPS AT ENDS FROM A NUB LOCATED IN THE FRONT LINE CHASE UNDER SLAB TO THE BACK WALL. TERMINATE ABOVE CEILING. t C) 2"x4" ELECTRICAL BOX 6'-0" A.F.F. WITH 1" CONDUIT IN WALL TO ABOVE CEILING. CENTER 32"x32"x3/4" PLYWOOD WALL BLOCKING IN WALL FOR VDU UNIT. a _l _ O THE MAXIMUM CONNECTION LENGTH BETWEEN A VDU AND ITS DEDICATED CPU IN THE _ _ FRONT LINE CHASE IS 75'-0". THE CONNECTION THEN GOES TO THE OFFICE. G.C. TO Q� - PROVIDE ONE ISDN TELEPHONE JACK IN THE OFFICE. NOTIFY DUNKIN' DONUTS IF ISDN SERVICE IS NOT REGIONALLY AVAILABLE. Al J g t tre a A17 " NOTE: P.O.S.", ALL POWER OUTLETS FOR P.O.S. DEVICES ARE DEDICATED CIRCUITS WITH THIRD WIRE ISOLATED GROUND. AN IG IS AN INSULATED WIRE, SEPARATED FROM ALL Al OTHER GROUND WIRES, RUNNING BACK TO THE BUILDING MAIN OR COMPLEX POWER " Q PANEL. NEMA STANDARD L5-15R I.G. FOR THE RECEPTACLE AND PLUG. USE OF IG ` -- DUPLEX OR QUADPLEX OUTLETS: (I.E., HUBBELL IG-5262, IG-5362 OR EQUIVALENT). ' PYLONAND EXTERIOR SIGNS � CCNSULT OWNER FOR LOCATION AND SIZE OF PYLON SIGN LIGHTING SCHEDULE wo REQUIRED; CONNECT TO A35, SUPPLY ALL WIRE, BOXES, I Y-- PLAN /� AND CONDUITS REQUIRED. CONNECT EXTERIOR SIGNS TO Al 2X4 REC, FLUOR, W/ACRYLIC LENSE & WM $ MET 2GR8-332A-120-ADV-EEX C3 ELECTRIC LIGHTING 1- LAN CIRCUIT A31. CONNECT MENU BOARD TO CIRCUIT A33. A1P 2X4 REC. PARABOLIC W/MATT MIZER T8 � 2EP3GX332S361-120-ADV-EEX SCALE: 1/4"-1'—O" VERIFY LOCATION WITH OWNER. MET z A1PO 2X4 REC. PARABOLIC W/OVERLAY & T 8WM MET 2EP3GX332S361-120-ADV-EEX-OAO 0 z A1F FLANGE KIT ONLY FOR 2X4 TROFFER MET FCS24WU ® � ELECTRICAL PLAN KEYNOTES A3PO 1 X 4 PARABOLIC W/OVERLAY & T8WM MET EP3GX232S18I-120-ADV-EEX-OAO Ld 1 EXTERIOR LIGHTS, PHOTOCELL ON, TIME CLOCK OFF. A3F FLANGE KIT ONLY FOR 1X4 TROFFER U} FCSI4WU w B 32W ELECTRONIC FLUOR. DOWNLIGHT -HALD H880`F-870C 2 POWER FOR EXTERIOR SIGNAGE. REFER TO a ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. C5 12' FROSTED HANGING GLASS PENDANT TTF DD140BK COMBO EXIT COMBO LED EXIT / (2)HEAD EBU SUR LPX70RWHDH Lz DI FLUOR. TRACK HEAD W/SAFETY LENS HALO L3240EP/MSP5234 E INCAND, DOWNLIGHT W/WHITE TRIM HALO H7T/310W CEILINGFINISH - G 175W MH WALL PACK HALO PM17 J 175W MH SOFFIT LIGHT-LAMP INCLUDED SLC 852V CODE MATERIAL MANUi, PRODUCT # DESCRIPTION/REMARKS RACK-2' 2' TRACK SINGLE CIRCUIT HAL L650P AC-22 VINYL PANEL CEILING ARMSTRONG 870 2' X 4', VINYL CLAD RACK-4' 4' TRACK SINGLE CIRCUIT HAL L651P AC-23 CEILING GRID ARMSTRONG 7300 WH WHITE GRID, 15/16 RACK-8' 8' TRACK SINGLE CIRCUIT HAL L_652P AC-25 ACOUSTIC PANEL CLG. ARMSTRONG 2767WH CORTEGA 2ND LOOK, 2' X 4' TRK- cn LIVE END FEED- STARTER HAL L901P AccEss P-30 PAINTED GYP. BD. SHERWIN WILLIAMS SW 7006 EXTRA WHITE TRK- OUTLET BOX COVER HAL_ L900P < ACCESS -�� ACCESS MINI TRACK CONNECTOR HAL L908P ® _ ACCESS T-BAR CLIP HAL L983N v D 0 W-EBU 2-HEAD BATTERY PACK SUR CC2--V ® z z WSC EXTERIOR WHITE WALL CYLINDER W/ LENS SLP 8340-15/9008-12 ® < ILI G (� X LED EXIT W/ BATTERY SIR L.PX70RWH -' lss� i 2x4 LAY-IN LIGHT FIXTURE W/ X EXIT SIGN Al ACRYLIC LENS (TYP.) 2x4 LAY-IN LIGHT FIXTURE Wf CEILING EXHAUST REGISTER PARABOLIC LENS (TYP.) LL\jSUPPLY AIR DIFFUSER LIGHTING C H LJJ L TE 1x4 LAY-IN LIGHT FIXTURE W/ ,r......--� A3�.r x�s��:� ,PARABOLIC LENS (TYP.) GYPSUM BD. CEILING 1. PROVIDE ALL FIXTURES COMPLETE WITH LAMPS REFER TO r4iTalNAh_ ACCOUNT SOURCE II`.11:-p FOR LAMP O B RECESSED CAN LIGHT G EXTERIOR WALL PACK LIGHT 2, AEECENCANDESCENT LAMPS SHALL BE RATED 130 VOLTS, SH EE T 3. ALL BALLASTS SHALL BE HIGH POWER FACTOR, FLUORESCENT BALLASTS FOR T8 LAMPS TO BE PENDANT LIGHT FIXTURE. CEILING GRID OSRAM/SYLVANIA OR MAGNATEK FULL-OUTPUT ELECTRONIC, EXCEPT OUTDOOR FIXTURES TO BE C5 _ 4. Ah4IflFNh[D4h%T 6t TiACH CORNER OF FLUORESCENT GRID TROFFERS EXTERIOR LIGHT FLUE 5. PROVIDE ALL REQUIRED MOUNTING OR HANGING HARDWARE. Q WSC 6, COORDINATE AND VERIFY ALL FIXTURE INFORMATION, TYPES AND FINAL LOCATIONS WITH THE REFLECTED CEILING PLAN. FILE#: D04139 SPEAKER 7. LAMPS SHALL BE AS MANUFACTURED BY SYLVANIA, WESTINGHOUSE, GENERAL ELECTRIC, OR APPROVED �J EQUAL, DATE: 2-11 -2003 DRAWN BY: A.R.L. C.M. B. FLANNERY II l'J II �� pM SO r-A �- SEE POS NOTE A "S (D (JD0 /it � A11 M31 1 Lei 922V (6zv / _- F1 0 j "*�� W D A % M18 - 7W 7-//_-7-771 E co CO ./� O 0 EEL LLJ O N O / �C3) X=E�! m Lo 0fy qc Nr7 Y m 0 Q S Lo O_Y ' � I l 04 m Q N a Q� � � a z - N O N 4 Q L� N `� 0 OO MAIN DISTRIBUTION PANELBOARD '7 N VCJ d � Q ^ Lu VOLTAGE: 120/208 PHASE: 3 LOCATION: REAR ENTRY to �` N BUS AMPS: WIRE: 4 MOUNTING: SURFACE T & N Q -) ¢Y MAIN OVERCURRENT DEVICE: REMARKS: O O Q �t Q cp / MAIN CIRCUIT BREAKER z N AMPS: 200 cn C �a ,.� .� BREAKER LOAD BREAKER LOAD ` CKT DESCRIPTION CKT DESCRIPTION o..-�� AMP POLE KVA HAS AMP POLE KVA HAS W �N00 � S(te cn 7) N 1 PANEL "A" 2 ICED COFFEE BREWER 30 2 1.9 3 10.8 B 4 ^ 1.9 B 100 3 9.6 A A NOTE: ;® ELECTRIC PANELBOARDS 'p �} 5 7.8 C 6 DUNKACCINO DISPENSER 2Q 2 4 C LOCATED IN BASEMENT - - a 7 SPARE 20 1 A 8 •4 A l 1. POS TERMINAL INFORMATION: 9 COFFEE MAKER 40 2 3.5 B 10 COFFEE MAKER 40 2 3.5 13 � - 110V AC DUPLEX OUTLETS 11 3.5 C 12 3.5 C , 2. RECEIPT PRINTER INFORMATION: PROVIDE UNDER SLAB ELECTRIC SERVICE - 110V AC DUPLEX OUTLETS 13 MICROWAVE 20 2 1.35 A 14 HOLMAN' TOASTER 20 2 1.6 A TO FRONT LINE EQUIPMENT IN RIGID CONDUIT UNDER SLAB UP INTO COMMON - SHARED WITH TERMINAL OUTLETS 15 I 1.35 B 16 1.6 B -- WIRED DIRECTLY TERMINALS 2 1.35 C 18 ICE MACHINE 20 2 1.4 C CHASE IN FRONT LINE CASEWORK. v�S 3. REMOTE PRINTER INFORMATION: 17 MICROWAVE 20 - 110V AC DUPLEX OUTLETS 19 1.35 A 20 1.4 A x --- - - WIRED TO TERMINALS VIA RJ-45 21 COOLATTA MACHINE 342 20 2❑ 1.5 B 22 COOLATTA MACHINE 342 20 2 1.5 B❑ J-BOX IN FRONT CABLE CHASE 1 J 4 J JQ uj o 4. VDU INFORMATION: 23 TAYLOR 342 SIDE 1 1.5 C 24 TAYLOR 342 SIDE 2 1•5 C I - 110V AC DUPLEX OUTLETS 25 ESPRESSO 30 2 1.55 A 26 SELF--SERVE COOLER 20 1 1.3 A ELECTRIC POWER PLAN - MOUNTING: WALL, CEILING, OR -;� I PEDESTAL 27 1.55 B 28 SELF-SER�` COOLER 20 1 1.3 B � SCALE: 1 4"=V-0" 5. OFFICE AREA INFORMATION: 29 SPARE 20 1 C 30 SPAREN - 20 1 C - 110V AC QUADPLEX OUTLETS - -P 31 WALK-IN COOLER 20 2 A 32 SPARE r 20 1 A _ ELECTRICAL PLAN KEYNOTES - 1 MODEM LINE REQUIRED FOR 85 " SUPPORT 33 •85 B 34 SPARE 20 1 B � 0 r- (4) - #500 Kcmil & (1) - #3 IN 3 C - 2ND MODEM LINE OPTIONAL FOR 35 SPARE 20 1 C 36 SPARE 20 1 5 w (4) - #1/0 & (1) - #6 IN 1 1/2" C CREDIT CARD PROCESSING - C I 1❑ EXTERIOR LIGHTS, PHOTOCELL ON, TIME CLOCK OFF. 6. NETWORK HUB INFORMATION: 37 SPARE 20 1 A 38 SPARE 20 1 A U t� - 110V AC DUPLEX OUTLETS 39 SPARE 20 1 B 40 SPARE 20 1 S Ld POWER FOR BACKLIT PANELS, SEE MANUFACTURER 4 DUNKIN' DONUTS METER ® FOR MOUNTING HEIGHT & LOCATION OF JUNCTION BOX. - LOCATED IN FRONT COUNTER 41 SPARE 20 1 C 42 SPARE 20 1 C CABLE CHASE H TO POWER CO. SOURCE Q POWER FOR DISPLAY CASES, BALLAST TO BE - CONNECTS TO TERMINALS, VDU'S, 2 M M A B " v MOUNTED IN THE DISPLAY CASE BASE. ALLOW BACK OFFICE COMPUTER SYSTEM PHASE A LOAD (KVA): 21.3 8' PIG TAIL. - ORDER INFORMATION ROUTED TO PHASE B LOAD (KVA): 29.35 Z / O POWER FOR EXTERIOR SIGNAGE. REFER TO HUB, THEN TO VDU's & OFFICE PHASE C LOAD (KVA): 20.95 LILL-) L (4) - #3 & (1) - #8 IN 1 1/2" C ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. TOTAL LOAD (KVA): 71.6 ell- (4) - #500 Kcmil - 3" C 1 - #1/0 BARE .� ALL CONDUCTORS GENERAL NOTES PANELBOARD a,At: .� THWN-COPPER 1. FURNISH LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR THE PROPER AND COMPLETE INSTALLATION OF ALL ELECTRIC WORK a SHOWN ON THE DRAWINGS AND AS HEREIN SPECIFIED. VOLTAGE: 120/208 PHASE: 3 LOCATION: REAR ENTRY I +..4�� DIAGRAM 2. ALL ITEMS NOT SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE BUS AMPS: WIRE: 4 MOUNTING: SURF-ACE ELECTRICAL INSTALLATION, SHALL BE FURNISHED AND INSTALLED AS PART OF THIS PROJECT. MAIN OVERCURRENT DEVICE: REMARKS: ELECTRIC LEGEND 3. ALL ELECTRICAL INSTALLATIONS AND GROUNDING SHALL BE IN STRICT ACCORDANCE WITH THE LATEST REQUIREMENTS OF THE LOCAL, STATE CIRCUIT #M-1 AND NATIONAL CODES. AMPS: 100 0 DUPLEX OUTLET 12" A.F.F. UNLESS NOTED OTHERWISE 4. OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND INSPECTIONS. BREAKER LOAD BREAKER LOAD ®x G=G.F.I. C=ABOVE COUNTER WP=WATERPROOF CKT DESCRIPTION CKT DESCRIPTION POS NOTE: $. MATERIALS AND WORKMANSHIP SHALL BE THE BEST OF THEIR RESPECTIVE KIND AND IN FULL ACCORDANCE WITH THE MOST MODERN AMP POLE KVA HAS AMP POLE KVA HAS X = NUMBER OF GANGED DUPLEXES IF MORE THAN ONE ELECTRICAL CONSTRUCTION. ALL MATERIALS SHALL BE NEW, EXCEPT WHERE NOTED ON THE DRAWINGS, 1 LIGHTING * P/S 20 1 .9 A 2 CASH REGISTER 20 1 .2 A � � GENERAL CONTRACTOR TO PROVIDE FOR P.O.S. SYSTEM AS SHOWN ON ELECTRICAL DRAWINGS 6. THE ELECTRICAL CONTRACTOR SHALL INSPECT THE SIGHT, PRIOR TO SUBMITTING HIS BID, AND SHALL INVESTIGATE ALL CONDITIONS UNDER ® X POWER OUTLET - 208 VOLT, X = AMPERE 3 LIGHTING P/S 20 1 .9 B 4 CASH REGISTER 20 1 .2 B < OR, AT MINIMUM THE FOLLOWING CONDUITS: WHICH THIS WORK WILL BE PERFORMED. FAILURE TO INSPECT EXISTING CONDITIONS OR TO FULLY UNDERSTAND THE WORK WHICH IS REQUIRED a v Q / ► TELEPHONE OUTLET - FLOOR OR WALL MOUNTED; 5 LIGHTING * P/S 20 1 .8 C 6 SPARE 20 1 C C) A 2 1 2" I.D. FROM 4x4x3 JUNCTION BOX LOCATED BEHIND OFFICE DESK UP THE WALL TO SHALL NOT EXCUSE THE ELECTRICAL CONTRACTOR FROM HIS OBLIGATIONS TO SUPPLY AND INSTALL THE WORK IN ACCORDANCE WITH THE J z Z ABOVE CEILING. DRAWINGS AND UNDER ALL SITE CONDITIONS AS THEY EXIST. 7 LIGHTING * P/S 20 1 1.2 A 8 SPARE 20 1 A z SEE OWNER FOR REQUIREMENTS ' d B) 2 1/2" I.D. CONDUIT WITH 2'-0" SWEEPS AT ENDS FROM A HUB LOCATED IN THE FRONT 7. THE ELECTRICAL CONTRACTOR SHALL CLEAN AT THE END OF EACH DAY ALL AREAS WORKED IN. EMPTY BOXES, RUBBISH, AND OTHER 9 LIGHTING * P/S 20 1 1.2 B 10 ISPARE 20 1 B 0 LINE CHASE UNDER SLAB TO THE BACK WALL. TERMINATE ABOVE CEILING. DATA OUTLET FLOOR OR WALL MOUNTED; MATERIALS OF NO USE SHALL BE REMOVED FROM THE BUILDING. - C) 2"x4" ELECTRICAL BOX 6'-0" A.F.F. WITH 1" CONDUIT IN WALL TO ABOVE CEILING. CENTER D 2 1/2" C. UNDER SLAB $. THE PLANS DEPICT THE LOCATION OF ALL DEVICES AND ARE INTENDED TO INDICATE THE GENERAL INTENT OF THE WORK IN SCOPE, LAYOUT 11 LTG GNL+REF 20 1 1.1 C 12 SPAREC 20 1 C (V0 g 32"x32%3/4" PLYWOOD WALL BLOCKING IN WALL FOR VDU UNIT. AND QUALITY OF WORKMANSHIP. THEY ARE NOT INTENDED FOR THE PURPOSE OF EXECUTION OF THE WORK, BUT THE E.C. SHALL UNDERSTAND 13 EXTERIOR LIGHTING**TC 20 1 1.0 A 14 COFFEE STATION 20 1 1.0 A THE MAXIMUM CONNECTION LENGTH BETWEEN A VDU AND ITS DEDICATED CPU IN THE FRONT TRANSIENT VOLTAGE SURGE SUPPRESSOR THAT SUCH DETAILS ARE PART OF THIS WORK. ^ LINE CHASE IS 75-0". THE CONNECTION THEN GOES TO THE OFFICE. G.C. TO PROVIDE ONE DUPLEX OUTLET 15 SPARE 20 1 B 16 COFFEE STATION 20 1 1.0 B 9. THE CONTRACTOR SHALL CAREFULLY VERIFY ALL MEASUREMENTS AT THE SITE, DETERMINE THE EXACT LOCATION OF ALL CHASES AND LIGHTS EXIT & EMERG. 20 ISDN TELEPHONE JACK IN THE OFFICE. NOTIFY DUNKIN' DONUTS IF ISDN SERVICE IS NOT 17 1 .5 C 18 V.D.U. OUTLET 20 1 .8 C JO JUNCTION BOX OPENINGS REQUIRED BY HIS WORK AND SHALL FURNISH AND SET ALL SLEEVE, INSERTS AND HANGERS AS REQUIRED FOR THE WORK HEREIN. REGIONALLY AVAILABLE. 10. THE CONTRACTOR SHALL COORDINATE HIS WORK SO THAT !T DOES NOT INTERFERE WITH THE WORK OF OTHER TRADES. IT SHALL BE THE 19 SPARE 20 1 A 20 TV CUTLET 2Q 1 .8 A E FUSED DISCONNECT SWITCH CONTRACTOR'S RESPONSIBILITY TO SEE THAT HIS WORK IS INSTALLED IN A TIMELY MANNER. 21 DISPLAY CASE BALLAST 20 1 1.0 B 22 PRINCE WARMING #1 20 1 1.5 B � 11. THE CONTRACTOR SHALL INSTRUCT THE OWNER OR THE OWNER'S REPRESENTATIVE IN THE PROPER OPERATION OF ALL EQUIPMENT. THE DISPLAY CASE BALLAST 20 rc C 23 1 1.0 C 2 , PRINTER(S)ER(S)) 20 1 1.5 » � " TtJ . THERMOSTAT CONTRACTOR SHAB1. FURNISH TO THE OWNER ALL LITERATURE FURNISHED BY THE MANUFACTURER AND DEMONSTATE.PROPER OPERATION AND 25 BACK LIT GRAPHICS 20 1 1.0 A 26 SI�,4RE 20 1 A Li Li-I 1.REFER TO ALLIED DOMECQ ADQSR POS DEPLOYMENT METHODOLOGY AND APPROVED VENDORS MAINTENANCE. FOR COMPLETE INFORMATION AND SPECIFICATIONS REGARDING POS SYSTEM INSTALLATION. WALL CLOCK - EDWARDS #1882, 12. ALL WORK SEQUENCES SHALL BE COORDINATED WITH THE ARCHITECT AND SHALL BE IN COORDINATION WITH OTHER BUILDING TRADES AND 27 TOILET EXHAUST FAN 2Q 1 .6 B 28 REF & BACK BAR 20 1 .9 B 2.RETAIL INFORMATION SYSTEMS EQUIPMENT MUST BE ON DEDICATED CIRCUITS. R.I.S. EQUIPMENT MOUNTED 8'-0" A.F.F. ARCHITECT BUILDING SCHEDULES. a MAY SHARE CIRCUITS WITH OTHER R.I.S. EQUIPMENT, BUT NO OUTSIDE EQUIPMENT SHOULD BE 29 OFFICE COMPUTER 20 1 .5 C 30 SPARE 20 1 C 13. ALL ELECTRICAL LIGHTING DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE ADA (AMERICANS WITH DISABILITIES ACT). 31 EXTERIOR SIGNS 20 1 1.5 A 32 BELLS BUZZERS/CLOCKS 20 1 .5 A ON THESE CIRCUITS. TC TIME CLOCK (BY OTHERS) 15. ALL BRANCH CIRCUITS RATED AT 120 VOLT, 20 AMPERE EXCEEDING 75 FEET SHALL BE MINIMUM #10AWG. / 3.ALL OUTLETS FOR R.I.S. EQUIPMENT SHOULD HAVE A THIRD WIRE ISOLATED GROUND. I_Q. ADDITIONAL JUNCTION BOXES BEYOND THOSE SHOWN SHALL BE PROVIDED AND INSTALLED AS NECESSARY. 33 SPARE 20 1 B 34 HAND DRYER 25 1 2.0 B SHEET 4-LOCATE ALL RECEPTACLES FOR R.I.S. EQUIPMENT WITHIN 4' OF THE EQUIPMENT THEY SERVE. HAND DRYER (BY OTHERS) 17. ALL CONDUITS SHALL CONTAIN A GREEN SAFETY GROUND WIRE. BOND ALL PANELS, CABINETS, ENCLOSURES, CONDUITS, ETC., AS REQUIRED. 35 PYLON SIGN 20 1 1.0 C 36 SPARE 20 1 C 5.ALL R.I.S. DEVICES AT A REMOTE LOCATION FROM THE HUB SHALL REQUIRE CONDUIT 18. RECEPTACLES, LIGHT FIXTURES AND POWER ITEMS BRANCH CIRCUIT WIRING MAY NOT BE SHOWN BUT SHALL BE PROVIDED AS REQUIRED. A 38 GENERAL OUTLETS 20 1 1.5 A DEDICATED FOR R.I.S. USE. THE MINIMUM SIZE FOR ALL NETWORK CONDUIT IS 1-1/2". Q DOOR BUZZER - EDWARDS #115-4 WITH SWITCH MINIMUM WIRING SHALL BE 3/4"C-2 #12, 1 #12 GROUND. NO MORE THAN THREE PHASES MAY BE COMBINED IN A SINGLE HOMERUN AND EACH 37 SPARE 20 1 6.ALL NETWORK DEVICES REQUIRE CAT 5 CABLE WITH RJ-45 JACKS. 39 SPARE 20 1 B 40 GENERAL OUTLETS 20 1 1.5 B BUZZER ALARM - EDWARDS #1065-65 W/592 PHASE SHALL BE PROVIDED WITH. AN INDIVIDUAL NEUTRAL. 7.PROVIDE POWER CONDITIONERS UNINTERRUPTED POWER SUPPLIES AS RECOMMENDED A 41 SPARE 20 1 C 42 TOASTER FAN 2Q 1 .6 C / / ❑ 24 VOLT TRANSFORMER UNDER COMMON PLATE 19. ALL CUTTING, PATCHING AND FIRESTOPPPNG FOR ELECTRICAL INSTALLAT1OPd SHALL BE THE RESPQSl81LTY OF THIS CONTRACTOR. REQUIRED BY APPROVED VENDORS AND ADQSR. 20. PROVIDE CONDUIT SLEEVES FILLED WITH AN APPROVED FIRE RESISTANT MATERIAL WHERE FIRE RATED WALLS OR CEILINGS ARE PENETRATED. BALL NETWORK CABLING / CONDUIT MUST BE LOCATED A MINIMUM OF 12" FROM ANY ❑D DOOR BELL - EDWARDS #55-465, MOUNTED 8'-0" A.F.F. APPROVED WATERTIGHT CONDUIT SLEEVES SHALL BE PROVIDED WHERE WALLS ARE PENETRATED EITHER ENTERING OR LEAVING THE BUILDING. PHASE A LOAD KVAKVA : 196 9 6 ELECTRICAL CONDUIT. ❑S PHASE C LOAD (KVA : 7.8 BUZZER SWITCH - EDWARDS #44 DOOR CONTACT 21. ALL FLEXIBLE METAL CABLE TO BE USED IN TI-IIS PROJECT SHALL BE AFC HCF-90 OR APPROVED EQUAL. WHERE PERMITTED BY THE NEC PHASE B LOAD : 0.8 FILE; D0� J'0 9.OPTIONAL TELEPHONE JACKS FOR OUTSIDE LINES MAY BE PROVIDED IN OFFICE AREA AND PREP AND THE LOCAL AUTHORITY HAVING JURISTRICTION. AREA. ❑ DOOR BELL BUTTON - EDWARDS #852 TOTAL LOAD (KVA): DATE: 2-11 -2005 * P/S = PANEL SWITCHED DRAWN BY: A.R.L. ** TC = TIME CLOCK CONTROL C.M. B. FLANNERY II I �L"I NOTE: �S ALL CEILING MOUNTED VDU'S TO BE SUSPENDED FROM UNISTRUT BY THREADED ROD W/ WHITE PVC SLEEVE. C JB., 8" BELOW CONNECT UNISTRUT TO ROOF STRUCTURE. VDU BY POS C CEILING VENDOR; UNITSTRUT & THREADED ROD BY G.C. UNISTRUT TO SUPPORT MINIMUM 50 LB. WEIGHT rr_J s Ly %' 0 DRIVE-THRU TIMER (NOT USED) RIS LEGEND o G. 120 V QUADRATEX OUTLET y W/ISOLATED GROUNDDT DUPLEX ET CIO SYSTEM INTERCOM l,G. W/ISOLATEDGROUE D NETWORK WIRING -- FROM WALL CONDUIT 6 A TELEPHONE OUTLET, RJ45, BOX TO OFFICE AREA. °J DTC DTT DT % ® DAT-A OUTLET, RJ45 POS 2 F POINT OF SALES TERMINAL(REQUIRED) co - ---- �— POINT OF SALES � POS TERM INAL(FUTURE/OPTIONAL) p t�• -�_ VIDEO DISPLAY DU [E7 TIE ( JV MR OPTIOOAL) Ld O � 0 - VDL! F VIDEO DISPLAYUNIT- -- (FUTURE/O.OPTIONAL, RP. RECEIPT PRINTER �m F.� / DRIVE THROUGH r ��-o' c DTC CONSOLE (REQUIRED) PP, PREP PRINTER X N 4 =A 0 (o DTT DRIVE 'THROUGH B.O.H. I BACK-OF-HOUSE PC M<n TIMER (REQUIRED) PC m II 0 Ell RIS SYSTEM (GENERIC — SEE PLAN ANz, VERIFY W/ OWNER) a 3 0 Ell M M a. N \ 4 TYPICALO 2 3 11 N OF (5) PRINTER I.G. r VDU LG. NETWORK WIRING FOR- a) VDU's ABOVE CEILING 5 9 7 \ VIDEOI.G. \ 1 1 1 OVER TO WALL CONDUIT. - CONTROLLER MODEM I G SOLUTIONS TERMINAL TERMINA TERMINA TERMINAL w ~ © BOX #1 #2 #3 #4 RLO N zoo 6 o z� CASH NETWORK I.G. 9 CASH 1 5m (a EXISTING HVAC UNIT & 6'-6" A.F.F. 4A - o DR. MODEM ®R• LG.,y� TERMINAL CON/TRO�LER I.G. SCREEN WALL MOUNT 0 1 7 °ii` INAL m p I.G. POS B.P H. 4 VDU VDU 4 z 3" CONDUIT TYP. (ECR P VDIS'S) l 'PRINTER 2 3 OR 11 P PC BASED ECR BASED US X J ix PC U I TIONS EQUIPMENT SCHEDULE L0 IIj'j KEYNOTE REQ'D OPTIONAL DESCRIPTION LOCATION RECEPTACLE VOLTS PHASE AMPS CIRCUIT CIRCUIT TRANSFORMER # OF WIRES LOVO EXCEPTIONS/ # QTY SIZE TYPE INCLUDING TERM NOTES Q LOW- VOLTAGE PLAN _ GROUND N SCALE: 1/4"=1'-0" POS EQUIPMENT 1 2 N/A POINT OF SALES TERMINAL (POS) 2 FRONT LINE, IG-5362 100-120V 1 2.0 20AMP IG NO 3 RJ45 0 Z 1A 0 N/A POS TERMINAL IG-5362 100-120V 1 2.0 20AMP IG NO 3 RJ45 PROVIDE CONDUITS (DUPLEX POWER (FUTURE/ OPTIONAL) & LOW VOLTAGE), PULLSTRING & COVERPLATES Ld to t!� 2 2 N/A RECEIPT PRINTER-THERMAL 2 FRONT LINE, IG-5362 100-240V 1 2.0 20AMP IG YES 3 RJ45 w d 3 1 N/A ORDER/PREP PRINTER-IMPACT 1 DD PREP IG-5362 24/34V 1 1.2 20AMP IG YES 3 RJ45 z POS - NOTES 4 0 N/A VDU (1) WALL (DT COFFEE) IG-5362 100-240V 1 1.5 20AMP IG NO 3 N/A BRACKET CENTER 0 6 FT. (1) WALL (BR SUNDAE CENTER) BR - 48" TO BOTTOM OF UNIT z GENERAL NOTES 4A 1 N/A VDU (OPTIONAL)- 1 DD PREP IG-5362 100-240V 1 1.5 20AMP IG NO 3 N/A PROVIDE CONDUITS (DUPLEX POWER & LOW MOUNTING: (1) WALL VOLTAGE), PULLSTRING, AND STRUCTURE TO 1. REFER TO "ADQSR POS DEPLOYMENT METHODOLOGY" SUPPORT FUTURE RETROFIT AND APPROVED VENDORS FOR INFORMATION AND 5 0 N/A VDU CONTROLLER (PC BASED) IG-5362 100-120V 1 1.0 20AMP IG YES 3 RJ45 SPECIFICATIONS REGARDING POS SYSTEM. 2. ALL RETAIL INFORMATION SYSTEMS (RIS) EQUIPMENT MUST BE POWERED BY CIRCUITS DEDICATED TO THE 5A 0 N/A VDU CONTROLLER (ECR) €G-5362 100-120V 1 1.0 20AMP IG YES 3 RJ45 RIS SYSTEM. OTHER NON-RIS EQUIPMENT PLUGGED INTO AN RIS CIRCUIT WILL LEAD TO SYSTEM INSTABILITY 6 1 N/A NETWORK HUB POS COUNTER IG-5362 100-120V 1 0.5 20AMP IG YES 3 RJ45 AND MAY VOID THE RIS SYSTEM WARRANTY. FRONT CHASE 3. ALL POWER INDICATED ON THIS PLAN MUST HAVE 7 1 N/A PC OFFICE IG-5362 100-120V 1 4.0 20AMP IG NO 3 RJ45 A THIRD WIRE, ISOLATED GROUND, AND BE (BACK-OF-HOUSE, SOLUTIONS BOX) TERMINATED WITHIN FEET OF DEVICE. 8 1 N/A PRINTER BACK-OF- OFFICE IG-5362 100-120V 1 8.2 20AMP IG t�i3 3 N/A 4. IG-5362 RECEPTACLESES MUST BE USED FOR ALL ( HOUSE) _ < DEVICES ON THIS PAGE. 9 1 N/A MODEM (EXTERNAL) OFFICE IG-5362 120V 1 .2 20AMP IG YES 3 N/A 0 LABEL RECEPTACLES: "RIS ONLY" - --- ----- Z 5. 'E' SHEETS ALSO INCLUDE ALL POWER SHOWN ON THIS 11 1 N/A JOURNAL PRINTER DD POS- UNDER COUNTER IG-5362 120V 1 •95 20AMP IG NO 3 SERIAL a. PLAN. POWER IS SHOWN ON THIS PLAN TO CLARIFY 9 PIN" Z) LOCATION OF IG POWER. 12 2 N/A CASH DRAWER UNDER COUNTER-ALL POS N/A N/A N/A N/A N/A IG N/A N/A RJ45 0 O �--®! 6. PHONE AND DATA TERMINATIONS MAY SHARE A 4"x4" EXCLUDING ORDER TAKER -J BOX IF THEY ARE ADJACENT. 7. ALL LOW VOLTAGE WIRE TO BE CATEGORY #5 CABLE OTHER COMMUNICATIONS DEVICES ® �_ RUN IN 14" RIGID CONDUIT (W/PULLSTRING), AND 15 N/A N/A DRIVE THRU (DT) TIMER CONSOLE OFFICE IG-5362 120V 1 N/A 20AMP IG NO 3 RS232 MUST BE WITHIN 6OFT OF DISPLAY < 04 MUST BE TERMINATED WITH RJ-45 JACKS. 0 8. A 12" MINIMUM SEPARATION MUST BE MAINTAINED 16 N/A N/A DT REMOTE DISPLAY NEAR DT, VISIBLE TO N/A LOW VOLT N/A N/A N/A N/A NO N/A RS233 LOVO THROUGH CONSOLE e BETWEEN LOW VOLTAGE WIRES AND POWER WIRING �� _ ENTIRE SERVICE AREA s Q BACK ELEVATION FRONT ELEVATION (TO AVOID ELECTRICAL INTERFERENCE). 17 N/A N/A DT PERCENTAGE DISPLAY ADJACENT TO N/A LOW VOLT N/A N/A N/A N/A NO N/A RS234 I ADJACENT TO REMOTE DISPLAY 2 2> 2 2 COUNTER g• EQUIPMENT INSTALLERS MUST HAVE STABLE, _- REMOTE DISPLAY I 1 1 1 1 PERMANENT PLATFORMS (SHELVES, FURNITURE) IN PHONE & DATA LINES I OFFICE AND ELSEWHERE ON WHICH TO PLACE OR R PO R PO PO R PO R 6 ( MOUNT DEVICES SHOWN ON THIS PLAN. 18 1 N/A DATA/MODEM FOR POS OFFICE N/A LOW VOLT N/A N/A N/A N/A N/A N/A RJ45 10. A MINIMUM OF (5) PHONE LINES ARE REQUIRED (SEE REMOVABLE 19A 1 N/A DATA/MODEM FOR CREDIT OFFICE N/A LOW VOLT N/A N/A N/A N/A N/A N/A RJ45 FOR NCR/PC BASED POS 6 PANEL SCHEDULE FOR DETAILS) CARD PROCESSING SYSTEM 7 g g g 11. ALL EQUIPMENT ICONS, NOTES AND SCHEDULES ARE TO 19B 1 N/A DATA/MODEM FOR CREDIT X FRONT LINE, X DRIVE-THRU N/A LOW VOLT N/A N/A N/A N/A N/A N/A RJ45 FOR SHARP/ECR POS SYSTEM BE USED BY PROJECT ARCHITECT IN FORMATTING THEIR CARD PROCESSING POS & COMMUNICATIONS PAGE SIMILAR TO THE ABOVE 1 FRONT LINE POS COUNTER ® DUNKIN AREA 2 OFFICE SCHEMATIC PLAN. THIS IS CATIONS CRITICAL ASILI THEUSOD & RIS VENDORS 20 0 N/A FAX LINE BR PHONE/FAX STAT. N/A LOW VOLT N/A N/A N/A N/A N/A N/A RJ45 SHEET COMMFOR EQUIPMENT ORDERING. 21 0 N/A PHONE LINE FOR HANDS FREE WALL PHONE N/A LOW VOLT N/A N/A N/A N/A N/A N/A RJ45 EQUIPMENT NOTES N/A 0 N/A PHONE LINE OFFICE(COMPUTER LINE) N/A LOW VOLT N/A N/A N/A N/A N/A N/A RJ45 1. RECEIPT PRINTERS ARE REQUIRED FOR ALL TERMINALS N/A 0 N/A FAX LINE OFFICE N/A LOW VOLT N A N A N A N A N A N A RJ45 EXCLUDING THE DT ORDER TAKER / / / / / / 2. THE BRACKET FOR ALL WALL MOUNTED VDU'S IS N/A 0 N/A PHONE LINE OFFICE N/A LOW VOLT N/A N/A N/A N/A N/A N/A RJ45 - INSTALLED AT 6 FT. A.F.F. N/A 0 N/A PHONE LINE SECURITY SYSTEM N/A LOW VOLT N/A N/A N/A N/A N/A N/A RJ45 FILE#: D04139 N/A = NOT APPLICABLE - VERIFY WITH OWNER N/A 0 N/A DSL/CABLE/ISDN OFFICE N/A LOW VOLT N/A N/A N/A N/A N/A N/A RJ45 INTERNET / FUTURE POLLING DATE: 2-1 1 —2005 DRAWN BY: A.R.L. C.M. B. FLANNERY O I PA El' Pli F.C.O. <SD i P1 i F.D. D. P2 CONNECT To — — — _ L CDM.G.O. cv WATER HEATER — CONNECT TO EXIST. —. —— — P — I � O 1 IN BASEMENT _ _ P5 �.. P5 / SITE / MUNICIPAL "'�"� <C SEWERAGE � I _ ME o �cn i NOTE: XZN - O iEco IF-] GREASE RAP- IS EXISTING IF ONEHO�TS AIND CATES MEETSEALL STAATE ANDREUSE LOCAL �M I F. '" "" CODES, OR FURNISH NEW APPROVED BELOW SLAB UNIT IN O00 CONVENIENT LOCATION CONNECTING ALL SHOWN FIXTURES. tL Lo *,.IF.S. INSTALL PER ALL STATE AND LOCAL CODES. GREASEIF NO EXTERIOR TRAP EXISTS, THEN ALL KITCHEN EQUIPMENT AND FLOOR DRAINS IN THAT AREA NEED TO FLOW THROUH THE GREASE TRAP AT THE POT SINK AFTER THAT GOES TO THE SANITARY WASTE LINED THE FLOW ICI II PLUMBING FIXTURE SCHEDULE --- b MARK DESCRIPTION WASTE VENT COLD HOT WATER WATER P 1 WATER CLOSET 4" 4" 1/2" P 2 LAVATORY 2" 2" 1/2" 1/2" & I & -- — -- — F'.S. P 3 MOP SINK 3" 3" 1/2" 1/2" Fn o P 4 POT SINK 3" 3" 1/2" 1/2" 5 HAND SINK 1 1/2 1 1/2 1/2 1/2co P 6 1 BACK BAR ii_SINK 1 1/2 1 1/2 1/2" 1/2" i P6 F.C.O. SINK PROVIDED AS PART OF EQUIPMENT PACKAGE P6 . / PLUMBER TO MAKE FINAL CONNECTIONS. __ - --- - SYMBOL LIST GATE VALVE GAS COCK ' PROVIDE COLD WATER SERVICE TO FRONT G.W. - COLD WATER LINE EQUIPMENT IN INSULATED CONDUIT - UNDER SLAB UP INTO COMMON CHASE IN j _ H.W. HOT WATER FRONT LINE CASEWORK. ~G GAS PIPING INSIDE FOR APPLIANCES RG— GAS PIPING OVER ROOF FOR HVAC MIXED HOT/COLD WATER PIPING w UNDER SLAB CONDUIT FOR SODA LINES 4 FIRST FLOOR HOT & COLD WATER AND GAS PIPING PLAN FIRST FLOOR OILWASTE T PLAN H.B. HOSE BIBB O N H.V.A.C. HEAT VENT AND AIR CONDITIONING UNIT SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-O" SANITARY WASTE PIPING BELOW SLAB Z GREASE WASTE PIPING BELOW SLAB zZ CO NNECT VENT TO VENTS ON FIRST FLOOR VENT PIPING BELOW SLAB 5: F= w UP To 1 ST FLOOR �— VENT PIPING ABOVE SLAB Ld 0 T. GREASE TRAP V) WTR. WTR f 0 F.C.O. FLOOR CLEAN OUT w P3 HT-R. j Q ,`` H.O. HUB OUTLET - I I r, P3 Z I ,+ F.D. FLOOR DRAIN - W AIR GAP CUP F.S. FLOOR SINK - W/AIR GAP - SAFE WASTE O '{ RUN TO WASTE LINES ON V.R. VENT RISER _ - - FIRST FLOOR. THIS LINE V.T.R. VENT THRU ROOF TO RUN THROUGH ___71= DOUBLE HAND HOLE BUILDING TRAP GREASE TRAP F.A.V. FRESH AIR VENT (VENT THRU ROOF) ® ® i ® I.W. INDIRECT WASTE A.F.F. ABOVE FINISH FLOOR DW. DISHWASHER U.N.O. UNLESS NOTED OTHERWISE < cn Q .� GENERAL NOTES � O 1. ALL KITCHEN AND SALES AREA EQUIPMENT WILL BE FURNISHED h CZ7 AND INSTALLED EXCEPT AS NOTED, (SEE K2 SHEET, EQUIPMENT U D SCHEDULE). EQUIPMENT WILL BE FURNISHED WITI-! TRIM AND O Z ,,- 1 J FAUCETS, EXCEPT AS NOTED. PLUMBING CONTRACTOR SHALL Z PROVIDE ALL ROUGH-IN TRAPS AND MAKE ALL FINAL CONNECTIONS. m Z Q QLO 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS -' PIPING AND MAKE ALL FINAL CONNECTIONS. GAS PIPING TO BE SCHEDULE 40 BLACK STEEL PIPE AND BANDED MALLEABLE IRON FITTINGS. 3. ALL PIPING IS SHOWN DIAGRAMMATICALLY, EXACT LOCATIONS SHALL EXISTING WATER - To SITE OR BE DETERMINED IN THE FIELD. EQUIPMENT LOCATIONS ARE MUNICIPAL APPROXIMATE, COORDINATE EXACT LOCATIONS WITH ALL TRADES METER W/1" LINE \ WATER SERVICE i BEFORE INSTALLATION. ® ® 4. ALL PIPING SHALL BE RUN CONCEALED UNLESS OTHERWISE NOTED. 5. ALL UNDERGROUND WATER LINES SHALL BE TYPE "K" COPPER G TUBING WITH 1/2" THICK ARMAFLEX INSULATION. ._j 6. ALL ELEVATIONS SHALL BE VERIFIED AT THE JOB SITE. TO SITE OR 7. PROVIDE BACK-FLOW PREVENTER AT THE LOCATIONS REQUIRED BY MUNICIPAL NOTE: RELOCATE GAS & WATER GAS SERVICE METER AS SHOWN OR CONNECT CODE AND ALL GOVERNING AUTHORITIES. SHEET TO EXISTING. B. COORDINATE AS REQUIRED TO ASSURE PROPER AND ADEQUATE PROVISIONS IN THE WORK OF THE OTHER TRADES FOR INTERFACE ED WITH THIS SYSTEM. 9. ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. _— 10. SEE 'K' SHEET(S) FOR EQUIPMENT CONNECTION REQUIREMENTS. - 11. ALL SANITARY UNDER SLAB PIPING SHALL BE PVC. FILE#: D04139 A S E M E N T FLOOR HOT & COLD WATER AND GAS PIPING PLAN A S E ENT FLOOR" SOIL WASTE OR COPPER. (PVC c T LAN 12. ALL ABOVE SLAB VENT DRAINAGE PIPING SHALL BE CAST IRONCANB BE USED IF ALLOWED BY LOCAL CODES). DATE: 2--11--20�J5 SCALE: 1/4"=V-0" SCALE: 1/4"=1,_0» DRAWN BY: A.R.L. C.M. B. FLANNERY ti THREE COMPARTMENT SINK WITH LEVER WASTES. 2" VENT (� 9 IN WALL. - PROVIDE CLEANOUTS IN r DISCHARGE INTO RECEPTOR COLD WATER SUPPLY PIPE HANGER TURNS/ENDS OF PITPE. USE )MTH AIR GAP SUFFICIENT TO WATER HEATER. -� NEXT TO PIPE TEE �J V DWV FITTINGS IF SIZE TO REMOVE GRATE AND PIPE UNION: s SHUT-OFF VALVE IS LARGER THAN 1". STRAINER. MINIMUM GAP = DIELECTRIC IF 2" SLOPE PIPE G� TWICE PIPE DIAMETER. DISSIMILAR METALS ,/� WATTS NO. 530 CLEANOUT AS MUCH AS � 6 1/2" CALIBRATED 2„ 2 POSSIBLE WELDED STEEL. EXPANSION PRESSURE LEI FLOOR " SAMPLING O TANK WITH POLYPROPYLENE 1 MIN�� PORT TOWARD RELIEF VALVE AIRSPACE SHUT-OFF QiSChIARGE. -- -- LINING, FDA APPROVED FOR SET AT 100 PSI. HIGH CAPACITY INDIRECT VALVE MAKE CONK ECTION !® I ! DOMESTIC WATER SERVICE. HARD COPPER LILA WASTE FUNNEL 3" GT TO EQUIPMENT s'� BUTYL DIAPHRAGM RELIEF VALVE A LOCATE GREASE TRAP IN FLOOR NOT AS REQUIRED. DISCHARGE LINE E) �- JJ WHERE PEOPLE STAND BUT WHERE TOP CUT AND PATCH MAKE PIPE MINIMUM ONE SIZE VERIFY WITH LOCAL AIR CHARGING VALVE. TO END OVER L CAN BE EASILY REMOVED FOR CLEANING. FLOOR IF EXISTING. a FILL TANK WITH AIR ET FLOOR DRAIN OR V) LARGER THAN EQUIPMENT CON- CODES IF/WHEN TRAP ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT " NECTION, MINIMUM 3/4". USE "M AND/OR VENT ARE RE- PRESSURE TO MATCH JANITOR'S SINK. ' V -3 WATER PRESSURE, AIM DOWNWARD, OR "L" HARD COPPER UP TO 1" QUIRED FOR THE LENGTH -�.- _ FIELD CONDITIONS OR MEET LOCAL CODE REQUIREMENTS. THEN OPEN VALVE. WITH 2" AIR GAP HUBLESS CAST IRON PIPE, FITTINGS AND CONNECTORS ALL AND TYPE DW'v FOR LARGER. OF DRAIN PIPE INSTALLED. AROUND SINK AND TRAP. CONNECT GREASE TRAP FROM CENTER COMPARTMENT: PROVIDE P-TRAP IF GREASE TRAP —4 ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT ORE THAN 4' FROM SINK. PIPE AS REQUIRED. DO NOT INSULATE INDIRECT DRAIN PIPE FIELD CONDITIONS. MAKE PIPE SAME SIZE AS TANK FITTING. COORDINATE INDIVIDUAL BAY DRAINAGE , AIR GAP, & DRAIN WHEN INSTALLED EXPOSED IN FOOD SERVICE FACILITY. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION FUNNEL WITH LOCAL CODE REQUIREMENTS. REFER TO LOCAL CODES FOR FURTHER INFORMATION. PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. I c i 1 CO NECTI ONS TO ROOFTOP UNIT 2 UTILITY SINK AND GREASE TR A CONDENSATE4 EXPANSION TANK N 0 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE HOT WATER TO FIXTURES COLD WATER SUPPLY � t AS SHOWN ON PLANS ---_ �-TO WATER HEATER. <-mCj PROVIDE FULL PORT BALL 1/2" COLD WATER I�-- THERMOMETER ASME APPROVED ELBOWS TO TWO 4" X 4" X 12" REDWOOD I PROVIDE A 210' F (n I SHUT-OFF VALVE ON ROUGH-IN. SUPPLY DOWN IN FLASHING AND COUNTER- MINIMUM 12' ABOVE ROOF COMPENSATE SUPPORT ROCKS OR CCA PARTITION WHERE ` � � PROVIDE FULL PORT BALL ®z� FOR PIPE ROT-PROOF TREATED TIMBERS. DOUBLE CHECK VALVE DCV FLASHING OF VTR IS BY NORMALLY. EXTEND TO TEMPERATURE AND m<K) SHOWN ON PLAN. I I SHUT-OFF VALVES ----- 150 PSI PRESSURE `� EXPANSION. TOE NAIL BLOCKS TOGETHER ROOFING CONTRACTOR. HEIGHT OF PARAPET WHEN m I TO PROVIDE MINIMUM 7" CLEARANCE INSTALL WATER I I RELIEF VALVE p co FLASHING AND FILTER PER MAN- ADAPTER AND SIX PLUMBING CONTRACTOR WITHIN 10' d, PARAPET. PROVIDE PIPE ��O COUNTER FLASHING UNDER PIPES. CONNECT PIPES I I WITH TEST LEVER, UFACTURER'S FOOT LONG TO COORDINATE INSTALL. UNIONS, DIELECTRIC TO SUPPORT WITH GALVANIZED I I SIZED WITH CAPACITY IS BY ROOFING INSTRUCTIONS SOFT COPPER I — _ - - ---`— IF REQUIRED FOR PER WATER HEATER PIPE CLAMP LOOSELY CLAMPED. TUBING TO CURER _ROOF INSULATION lI II DISSIMILAR METALS. MANUFACTURER'S CONTRACTOR. IF FURNISHED 18"SQ. X 3/16" ROOF WALKWAY CURER WATER INLET. ROOF DECK RECOMMENDATIONS. PLUMBING GROUND WITH ICE MACH. III III CONTRACTOR JOINT MATERIAL FOR BASE, INSTALL WHERE CONNECT TO ____ in ue GAS-FIRED WATER TO COORDINATE I I PIPE MATERIAL MUST BE ACCESSIBLE. MULTIPLE CUBERS CORE DRILL ROOF OR ANCHOR PIPE TO ROOF HEATER PER SPECS G PROVIDE A HARD COMPATIBLE WITH ROOF WHERE REQUIRED. DECK WITH U-BOLT AROUND AND SCHEDULE. INSTALLATION. I I UNION. PROVIDE SLEEVE IF o COPPER RELIEF I I MEMBRANE. INDIRECT DRAIN PIPE AND ANGLE IRONWH n r E OPEN TO AT- ICE BIN �_ CONNECT TO CURER REQUIRED BY TYPE OF BURNER THERMOSJET VALVE DISCHARGE II II ROOF INSULATION MOSPHERE AT AND ICE BIN DRAIN ROOF DECK. PROVIDE WELDED OR SCREWED TO AND PRESSURE LINE FULL SIZE OF II II UPPER END. OUTLETS AS REQ'D. FIRE STOP SEAL BETWEEN ROOF DECK OR JOIST. LATOR FURNISHED VALVE OUTLET TO VE OR DECK MINIMUM 12" BELOW ROOF WITH WATER HEA END OVER JS ROOF DECK 1" 3/4" REFER TO "INDIRECT PIPE AND SLEE WITH fi" AIR GAP. CUT ROOF FOR 2" FS DRAIN" DETAIL FOR PROVIDE PIPE INCREASER HUBLESS PIPE CONNECTORS GAS SHUT-OFF "', PENETRATION. ANCHOR PIPE TO ROOF DECK OR JOISTS. ID MORE INFORMATION. IF/WHERE CODE REQUIRES A ON CAST IRON PIPE OR WITH LEVER HAND1. REFER TO PLANS FOR PIPE SIZES) AND LOCATION(S). USE MINIMUM 3" VENT THRU ROOF BELL AND SPIGOT IF PVC. & GROUND JOINTu J DRAIN VALVE BY WELDED OR SCREWED FITTINGS AS SPECIFIED FOR PIPE SIZE. PROVIDE FLOOR SINK AT FRONT EDGE OF ICE 6" LONG DIRT LEG � _ HEATER MANUFACT. LOCATE PENETRATION MINIMUM 18" FROM ADJACENT WALLS, WITH TOP 1/2" MACHINE, WHERE ACCESSIBLE FOR CLEANING - NOT EQUIPMENT CURBS, PARAPETS, EXPANSION JOINTS, ETCETERA. BELOW FLOOR. UNDER ANY EQUIPMENT. SLOPE FLOOR 1/2" TO RIM. REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR PROVIDE WATER- MINIMUM THREE FEET FROM PROPERTY LINE, OR TEN FEET HORIZONTAL SET WH ON PLATFORM 2. LOCATE SUPPORTS AT THE FOLLOWING .SPACING: 1-1/2"=9', 1-1/4"=8', PROVIDE COLD WATER ROUGH-IN AT TOP OF ICE MACHINE. TIGHT GALVANIZED 1"=7' & 3/4"=5'. PROVIDE SUPPORTS AS CLOSE AS POSSIBLE TO ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH SHEET METAL (PLATFORM BY OTHERS) EACH ELBOW AND TEE. SUIT CONDITIONS. VERIFY CONNECTIONS WITH MANUFACTURER. AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR PAN 2" DEEP WITH PIPING SHOWN IS SCHEMATIC. PROVIDE " ., MINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB, ETC. 1 DRAIN PIPE TO JS CLEARANCES RECOMMENDED BY MANUF., OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. (REQUIRED IF NOT ON SLAB ` y � , SEISMIC STRAPPING. SET THERMOSTAT �•h au FLOOR, OPTIONAL ON SLAB). AT 120'F. � `�" F, 5 1 ROOF PEINJETR ATI ON 6 1ICE MACHINE CONNECTIONS 7 VENT THRU ROOF ( VTR ) 8 GAS WATER HEATER NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE USE HARD COPPER PIPE ABOVE FLOOR SLAB, OF SIZE AS SHOWN ON PLANS. BY GAS COMPANY (VERIFY) BY PLUMBING CONTRACTOR ""--COPPER PIPE COUPLING PRESSURE TEST COCK EXTERIOR BUILDING WALL. .p ° FLOOR SLAB GAS METER OF CFH GAS PIPE UP ONTO ROOF. • ''J. • ' ` CAPACITY SHOWN G LOOP PIPE OVER PARAPET. O . ' :•,� ON PLANS SIZE AS SHOWN ON PLAN. Q CRUSHED ROCK USE BLACK STEEL PIPE. OT .. ; . . . '�• PIPE IN ANCHOR RISER TO WALL AT N . . ti CREASER TEN FOOT INTERVALS USING . COMPACT OFFSET RISER PIPE CLAMPS. `'`" .--EARTH PIPE INCREASER AND UNION Z PROVIDE BYPASS VALVES O STYROFOAM OR PROVIDE ELASTOMERIC STRAINER GRADE OR PROVIDE 6" LONG DIRT MASONRY SUPPORTS UNICELLULAR SEAMLESS PAVEMENT LEG AT BOTTOM OF RISER. N /A � — V•, 1/2" INSULATION ON PIPE N /A ; U USE TYPE "K" SOFT BELOW FLOOR SLAB, FLOOR w < COPPER TUBE WITHOUT AND TO STUB ABOVE G PRESSURE REGULATOR TO REDUCE PRESSURE TO 14" WC. � JOINTS BELOW FLOOR FLOOR ONE INCH. � F=- IF HOT AND COLD WATER TYPICAL SHUT-OFF VALVE z PROVIDE SAND PIPES ARE INSTALLED IN BACKFILL. SURROUND SAME TRENCH, SEPARATE VERIFY REQUIREMENTS FOR METERING AND PIPING WITH GAS COMPANY. PIPE MINIMUM 4 INCHES. THEM TRENCH, MINIMUM 12", INSTALL OTHER UTILITIES MINIMUM TEN FEET FROM GAS LINE. PLUMBING CONTRACTOR SHALL PAY ALL GAS COMPANY FEES FOR INSTALLATION. IF FLOOR SLAB IS EXISTING, SAW CUT IT, EXCAVATE, USE WELDED OR SCREWED PIPE AND FITTINGS PER PLUMBING SPECS. BACKFIELD, REPAIR VAPOR BARRIER, AND PATCH SLAB. GAS COMPANY SHALL EXCAVATE, BACKFILL, AND REPAIR ANY PAVING PIPE SHALL HAVE LONG RADIUS TURNS WITHOUT KINKS. OR SOD FOR GAS SERVICE LINE INSTALLATION FROM MAIN TO BUILDING. THERE SHALL BE NO CONTACT OF COPPER TUBE WITH OTHER PIPE, CONDUIT, OR REINFORCING STEEL. 9 WA A ATER PI E U DER SLAB 10 GAS SERVICE 11 C ECONDUIT 12 FIRE EXTINGUISHING S AAG . NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 3/4" BRONZE TYPICAL BALL VALVE: 3/4" BRONZE BODY SCREWED PIPE MAY EXTEND o 2 BACKFLOW 3/4" BRONZE BODY, CONNECTION PRESSURE REDUC- AS WASTE OR VENT. COLUMN OR 0 ROUND SECURED GASKETED NICKEL BRONZE ADJUSTABLE PREVENTER FULL PORT, SCREWED ING VALVE SET AT 75 PSI. PARTITION O A TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP W/ TEST PLUGS. CONNECTIONS. 1„ PROVIDE CLEANOUT TEE H O WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET INSTALL SO IT PRV WITH SCREWED COUNTER- AS SHOWN Q V 1 MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED IS EASY TO TEST' BFP SUNK ABS PLASTIC PLUG: ON FLOOR 0 o FLOORS). PROVIDE GASKETED PLASTIC PLUG IN CAST IRON TAPERED-THREAD WITH PLAN. O BODY. USE TEFLON JOINT COMPOUND ON PLUG THREADS. TFE JOINT COMPOUND. CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. o0 co WHERE CLEANOUT TEE CLEANOUT p < MEMBRANE CLAMP FLOOR SLAB ON GRADE IS CONCEALED IN A FACE SHALL N FCO P 3/4" x 1" CHASE OR PARTITION, BE WITHIN Q • INCREASER PROVIDE A ROUND 18 4" OF WALL t� COPPER AS REQUIRED FOR SAME SIZE AS SEWER TUBE 1" GAUGE STAINLESS STEEL SURFACE. 3/4" STRAINER: BRONZE BODY, PRESSURE COVER WITH BEVELED PROVIDE WATER EDGES AND FLATHEAD EXTENSION DEPTH OF SEWER UP TO 4" MAXIMUM. SERVICE SCREWED, STAINLESS STEEL SCREEN, GAUGE MACHINE SCREW. IF REQUIRED. HUB AND SPIGOT LONG SWEEP ELBOW AT ENTRY WITH BLOWDOWN PIPED TO FLR. DRN. f CAST IRON PIPE END OR TURN OF RUN. J a a ® e a BELOW FLOOR. TO 6" 3/4" BRONZE STOP & WASTE VALVE, FLOOR EFD f _�� COMBINATION WYE AND ABOVE SCREWED, RESILIENT SEATED, NRS. ` SANITARY OR STORM EIGHTH BEND IN RUN. FLOOR, DO NOT USE A QUARTER TURN VALVE. DRAIN CON R HUB AT FLOOR PLUMBIN SEWER LINE ENTER TOP OF PIPE. WITH IC a ° a FLOOR ETE FIXTURE REFER TOSCHEDULEG DIRECTION v� SLEEVE a.' SLABAND . AS REQUIRED RISER LENGTH FOR FURTHER : '- < — OF FLOW INFORMATION. WCO CAULK. 1" x 3/4" REDUCER. FLOOR SLAB a_ LONG SWEEP AT END OF LINE LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS PROVIDE BACKFLOW PREVENTER OF TYPE AND MANUFACTURE APPROVED BY OR COMBINATION WYE AND OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS. LOCAL AUTHORITIES AND DEPARTMENT OF NATURAL RESOURCES. INSTALL EIGHTH BEND IN DIRECTIONRUN OF LINE. - -- SHEET PROVIDE BACK FILL PER ARCHITECTURAL SPECIFICATIONS. BACKF � LOW PREVENTER IN HORIZONTAL UPRIGHT POSITION. SUPPORT ASSEMBLY OF FLOW LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. FROM WALL BRACKET OR FLOOR STAND. PROVIDE REGULATOR ONLY IF PRES- CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. SURE EXCEEDS 80 PSI VERIFY. STRAINER AND REDUCING VALVE MAY BE PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY INSTALLED IN VERTICAL PIPE IF SPACE LIMITATIONS REQUIRE IT. CLEAN WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: STRAINER BEFORE TURNING BUILDING OVER TO OWNER. PROVIDE ANY REQUIRED LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CERTIFICATION OF TEST OF BACKFLOW PREVENTER TO LOCAL AUTHORITIES. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. 1 FLOOR CLEANOUT 14 DOMESTIC WATER SERVICE ENTRY 1 COOKIING APPLI C G A PIPE 16 WALL CLEANOUT FILE: D04139 DATE: 2-11 -2005 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE DRAWN BY: A.R.L. C.M. B. 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I PV, , . . .�..� I 4 r r ,� - I. , , � I-I. 1. !� . r..I I I . r '�, '. . '',r. .�_':ln, ,;'. . . . I . . ..� � �,:,� r I� , :.! . I� I . � I � I -.;,�,6`,- , � r .r . � . . I.. .. .r . . � , , , � 1. .. ', I", )< r . I . . . . � . I .. i , , , .� r . � �, r, 1�,1.r , .. ,. .4D_ . I � � :' r", r � I 1, �,t. - . � , , ! O' T - * , ,- . 'f,a` , � .,.:_.:� .. -i.� - Y. I . 7 i 3 o _ :ld _� n s lrf� ® SEN,JER:Complete items 1,2,and 3. o Add your address in the "RETURN TO" space on 3 x 4-::sverse. w m 1. The following service is requested(check one). X) Show to whom and date delivered..... ... ... ❑ Show to whom,date,and address of delivery.. (D ❑ RESTRICTED DELIVERY Show to whom and date delivered..... ... ... IZ ❑ RESTRICTED DELIVERY m Show to whom,date,and address of delivery.$_ I (CONSULT POSTMASTER FOR FEES) c Z 2. ARTICLE ADDRESSED TO: x Mr. Walter R. Samuels 1133 Avenue of the Americas New York New York 10036 3. ARTICLE DESCRIPTION: m REGISTERED NO. CERTIFIED NO. INSURED NO. G) u) 480766 (Always obtain signature of addressee or agent) o I have received the article described above. Z SIGNATURE \❑ Addressee ❑ Authorized agent (n c M Y m 4ADDRE D '� POSTI�,RK o �) plete only if requested) u m ..,y. -n IT! 6. UNABLE TO DELIVER BECAUSE: CLERK'S INITIALS D r *GPO:1977-0-249-595 + UNITED STATES POSTAL SERVICE OFFICIAL BUSINESS SENDER INSTRUCTIONS PENALTY FOR PRIVATE USE TO AVOID PAYMENT Print your name,address,and ZIP CODE in the space below. OF POSTAGE,$300 •Complete items 1,2,and 3 on the reverse. 'i •Moisten gummed ends and attach to front of article if space LLS.MAIL Morse Otherwise affix to back of article. e •Endorse article "Return Receipt Requested" adjacent to number. RETURN TO Board of Health. Towi�i o ° arnstable P. 0. Box 534 (Street or PO. Box) HYANNIS MA 02601 _ (City, State, and ZIP Code) J 17k - ,-nosh� a��%!�k ilk a�E Lea lJ ,�, Ck.,G✓�o,- � Gw,n� �G�C'rY l erg c-c--.�, �.�>u-/ /fis T %o v Af!ro�- �S>�b�il�s A7l9TS (1, /GL `Gcf��Lr � e i v! y�5. +s',t"f ; " w '°4 •J+e ,"E '`,.v,r P w X,! .'s{V r f M r.0 .f 4• !�• •;`2_ a.r' .v.. %"- rx tr t " •t + - t .. `�' _ FJ fa ` !:. *,` Kr>5* F k yt f �. ' -i r r•-, cl. "�r t7 "-r .'.'} t' 'July 6f 1978 a e f - #• i ar" ,�',' � f,, f' � .` .'• 1 - rt,. y P 1 -I Nan ,�y '. 4 !1 ! yet 1 r' }}' '.1 4 l: r -', v x :. 7. � s N},-1 Y:F S i - � •,` Mr. Walter;R. �Samu'els President .! rr t ! •f . r .•yam �. 9:''K": � W a.. 4µ } r.� ... R D Management ,Corp. R :} 1133 Avenues of "the .Americas; , i New ..York, New 'York;'10036 A ! � F• 4 tr ,, xr r ' Re: CapetoWn Mall on�sxte sews e system # Dear Mr.F Samuels• ! x ,,,,,. � ,•.r I�f - , =t 'ta `a+ � ., � s'4�` t >a: t5• ..'.,! �� ;v ' a ;r:. ,-t ; .•,T ,#. py "recent n " y N " , Enclosed 'is a Co l of t a` e ti letter ,from, the DepartmentY of En- vironmental ,Quality Engineering.°of--.the:;Commonweal h ofr Mas`sa� chusbi, jdated, July 3,, 1978 '* `°'4;�x F ' F .; 1, r t.r• � -` ..` ,'r,. r y ,r.• " ", �,. S ,.. r'a. M.,3. l,w..: :..J ! _ t - 3 Your are strongly advised that Itemsfl through 6 t i x " of 'paragraph• 4, their, 1`etter mustbe.kstrictly:,caniplied faith prior`:toy issuance,�c►,, occupancy p rmxis for the °proposed beauty.,salon °and , ` medical` center:' t , .. i ., ,L., >4 ,Sy % i 2+ Y ''4 4 !r'''l- .• 4 P t # fi4,.': t r D You are further warned -,that zany,new occupancies or. change `�n , ... , occupancy{ of;,your =build ngs' must be'-approved by`nthe .Board of ., `' +,Health r.,.v . , �;' ",. .. < „ r`for b. . ,:.to,.a - n� c p, y onstruction' or 'alterations.••`- - a,y�' r 'F !'! v , r•{. rr 1+_� r h�e w x �4 h,.,¢�;'f 3 d .,,r a,:.' s.Y< .'. r ,y�y e.`. ; - .. r y eYour- sre ' F -. , s Imposed by the~ Depart- .Y # i gard -a.n the past�;for condition S ment-of .Environmental Quaiity`Ertgineeririg;,wi1.1' not 'be .tolerated 't • by then Town; of> Barn'stable: t 'd �< r�; :f r c�.� 1 •- .r ""r L " � ' 1 . y� :. �i �+`, �L. x ✓ r � `~ � y y .r - ,, -, ,; �• � . yYou have caused�needlessY,y;loss of',man`'rhours for,Enuironmental = Eingineering F and;Fthe, Town of.8arnetable by, changing the° ' °- ,$ of- buildings and>leasing. space withaftt going through, the proper.. Channels,x F.: $. 4 r % �C6' r rn •+rtf t c} 4 ..Your future=cooperation xs°re(��nest®r : - Very> truly- r s ` our sr r�r .!L r ter.i i t{ r r� �,2r3#fR R a •,it`t! Cw x +,s i °' t ' r ' , 4!'S ` � �>' k4, `' µ -,`�L y"'V' ="'k d•htJ'�' 3 }1,rL,��^r G' t ,y.. r ., - ' ugh Cha Ann J hb , irman` d. n, Y ` ±: ^1 d ^ 1" w ,' 3f f,."Sy a; x •*• rr .>4 fr t ^'j A), FiW delstam` M. D. r ' BOARD OF HEALTH r }+y ✓ ,l �-.ryl(/mm y' R,�"{. :. ,,, S. Y M:';- 1•.ry •.. ,. r � y `xr _ + ; 1 .Environmental 0-alit •En ineer'n J � zf Y g i g a4i GHR EngIneer.ing4,Corp� cr L"y ,N "Ribeiro i ►. ._� r 7y i �5" 1,t 4 A „i'} "P .:;+s 1rl •'r ,: ti x r s- J,' !, at •yI. r• ? ,}�'.Sr 1l. , - ? p '" ♦'' .' d A f i &C'M&Me Qg�-P- 0 V 'L��GLI/G ��l/1kG�Q�I/ DAVID STANDLEY Commissioner �Lw�rPi�i�e oLw�rPivc e r / aW PAUL T.ANDERSON rJtu�e Regional Environmental Engineer July 3 , 1978 Barnstable Board of Health RE: BARNSTABLE--Subsurface Sewage Disposal-- Hyannis Proposed Beauty Salon and Medical Center, Massachusetts 02601 Capetown Mall, Route 132, Hyannis Job # SE 78-056 ATTENTION: Mr. John M .�Kelly, Director Gentlemen: The Department of Environmental Quality Engineering, is in receipt of a sketch and attached design calculations from GHR Engineering 'Corp. for alterations to the existing sewage disposal facilities at the subject location. The plan proposes to sever the existing sewer from L.L . Building #3 to the Phase I leaching facilities and to connect to the system handling the Cafe Desire (formerly Dante's Restaurant) . This system was inspected by your Mr. Kelly and Mr. Richard Rheaume of GHR on June 15 , 1978 and found to be dry with-no evidence of malfunction. The Dante's system was approved by this Department in a communication dated November29, 1972. -Originally designed for a 254 seat restaurant (Town only permitted 230 seats) and sewage flow of j,,890 gallons per day, the system has experienced light usage ona seasonal basis . GHR Engineering Corporation's proposal is to limit seating capacity in the Cafe Desire to 200 seats and'to add to that system the flow from the proposed beauty salon, the proposed medical center, the existing savings bank, and all other dry goods stores in Building L.L. •#3 (total of 8, 804 gallons per day) . The alterations are necessary because the owners of the Mall have.again seen fit to lease space to establishments that generate more sewage flow than provided for in the original design. Reference is made to our letter to your Board of July 8, 1976 regarding the Bavarian Haus Restaurant. It should be pointed out that while design calculations may have permitted the additional flow into Phase I's system, an inspection -.of that- system by Mr. Kelly and .Mr. Rheaume indicated the system to be functioning only marginally. The Department- of Environmental Quality. Engineering, after reviewing the facts , is of the opinion the proposal be approved provided: 1 . -All necessary permits for the Cafe Desire indicate a maximum seating capacity of 200 seats , _Fixed seating capacities for all other restaurants in the Mall shall also be.,required. -2- 2. No future occupancy permits be granted in the entire Mall for any establishments that generate-sanitary waste other than from employees hired within or in no case more than five gallons per hundred square feet of rental space. 3. A Disposal Works Construction Permit for the alterations must be obtained from the Barnstable Board of Health prior to start of any construction. 4. Written certification that the alterations have been constructed in accordance with the approved sketch must be submitted by GHR Engineering Corp. to the Barnstable Board of Health with a copy to this office prior to the alterations being backfilled. 5 . A completed up-to-:-date Leasing Key plan and as-built plans of the sewage disposal facilities for Capetown Mall must be submitted to the Barnstable Board of Health and this office. 6. A contract for regular pumping of septic tanks and system maintenance is provided for the Mall. 7. The Barnstable Board of Health not issue a Certificate .of Compliance until all provisions of this approval have been executed. The owners of Capetown Mall are hereby forwarned that in the event of failure of the existing leaching facilities the Department will require additional treatment in accordance with the provisions of Regulation 2.1 of Title 5 . Enclosed herewith is a stamped approved copy of the sketch and calculations which also is being sent with..a copy of this letter to GHR Engineering Corp. Very truly yours , For the Commissioner Paul T. Anderson, P .E. Regional Environmental Engineer A/j t/RP F Enclosures cc: GHR Engineering Corp. 75 Tarkiln Hill Road New Bedford, Mass . R D Management Corp. J & W Management Corp. 1133 Avenue of the Americas New York, New York ,10036 ATTENTION: Walter R. Samuels , President f _ -3- cc: Plumbing Inspector Barnstable, Mass . 02630 Building Inspector Barnstable, Mass . 02630 h CAPETOWN MALL, BARNSTABLE, MASS, So Called, "Dante Septic System" Original Design Capacity Calculations: Bottom (7 pits) (-7r) (8)2 (2.0 gal/sf) = 2,814.9 Side (7 pits) (-0 (16) (9.58) (2,0 gal/sf) = 6,741.6 9,556 gpd allowable Design Capacity by New Title V Criteria: Bottom (7 pits) (T) (8)2 (1 gal/sf)= 1,407.4 Side (7 pits) (r.) (16) (9.58) (2.5 gal/sf) + 8,427.0 9,834 gpd Loading Calculations; (200 seat lounge) ( 35 gpd) = 7,000 gpd (8 chair beauty salon) (100 gal/chair) = 800 gpd (4 doctor medical bldg.) (126 gal/doctor) = 504 gpd (10,000 sf of dry goods) (5 gal/100 sf) = 500 gpd 8,804 gpd %? PRO V40 Massachusetts Dcpa :,tnj ,5 ent of Environmental Quality Engineering Date 3 a T VxP.rfG�-7fe �iT/LGCB � V9l/1Pf.7�drL'l7LP/IZ�Q�L r��/�.CLf,)v1 Ja�>fcLsl R, inn. DAVID STsioner Commissioner a r•ta od�i� oLw.�i�vcllP, ,�L/Lad�cc�u�G�4 Q�,�,/6 PAUL T.ANDERSON Regional Environmental Engineer July 3, 1978 Barnstable Board of Health RE: BARNSTABLE--Subsurface Sewage Disposal-- Hyannis Proposed Beauty Salon and Medical Center, Massachusetts 02601 Capetown Mall, Route 132, Hyannis job # SE 78-056 ATTENTION: Mr. John M . Kelly, Director Gentlemen: The Department of Environmental Quality Engineering, is in receipt of a sketch and attached design calculations from GHR Engineering Corp. for alterations to the existing sewage disposal facilities at the subject location. The plan proposes to sever the existing sewer from L.L . Building #3 to the Phase I leaching facilities and to connect to the system handling the Cafe Desire (formerly Dante's Restaurant) . This system was inspected by your Mr. Kelly and Mr. Richard Rheaume of GHR on June 15, 1978 and found to be dry with no evidence of malfunction. The Dante's system was approved by this Department in a communication dated November 29, 1972. Originally designed for a 254 seat restaurant (Town only permitted 230 seats) and sewage flow of :8,890 gallons per day, the system has experienced light usage on a seasonal basis. GHR Engineering Corporation's proposal is to limit seating capacity in the Cafe Desire to 200 seats and to add to that system the flow from the proposed beauty_ salon-,- the- proposed medical center, the existing savings bank, and all other dry goods stores in Building L.L. #3 (total of 8, 804 gallons per day) . The alterations are necessary because the owners of the Mall have again seen fit to lease space to establishments .that generate more sewage flow than provided for in the original design. Reference is made to our letter to your Board of July 8, 1976 regarding the Bavarian Haus Restaurant. It should be pointed out that while design calculations may have permitted the additional flow into Phase I's system, an inspection of that system by Mr. Kelly and Mr. Rheaume indicated the system to be functioning only marginally. The Department of Environmental Quality Engineering, after reviewing the facts , is of the opinion the proposal be approved provided: 1 . All necessary permits for the Cafe Desire indicate a maximum seating capacity of 200 seats . Fixed seating capacities for all other restaurants in the Mall shall also be required. -2- 2. No future occupancy permits be granted in the entire Mall for any establishments that generate sanitary waste other than from employees hired within or in no case more than five gallons per hundred square feet of rental space. 3 . A Disposal Works Construction Permit for the alterations must be obtained from the Barnstable Board of Health prior to start of any construction. 4. Written certification that the alterations have been constructed in accordance with the approved sketch must be submitted by GHR Engineering Corp. to the Barnstable Board of Health with a copy to this office prior to the alterations being backfilled. 5 . A completed up-to-date Leasing Key plan and as-built plans of the sewage disposal facilities for Capetown Mall must be submitted to the Barnstable Board of Health and this office. 6. A contract for regular pumping of septic tanks and system maintenance is provided for the Mall. 7. The Barnstable Board of Health not issue a Certificate of Compliance until all provisions of this approval have been executed. The owners of Capetown Mall are hereby forwarned that in the event of failure of the existing leaching facilities the Department will require additional treatment in accordance with the provisions of Regulation 2.1 of Title 5 Enclosed herewith is a stamped approved copy of the sketch and calculations which also is being sent with a copy of this letter to GHR Engineering Corp. Very truly yours , For the Commissioner Paul T. Anderson, P.E. Regional Environmental Engineer A/it/WF Enclosures cc: GHR Engineering Corp. 75 Tarkiln Hill Road New Bedford, Mass . R D Management Corp. J & W Management Corp. 1133 Avenue of the Americas New York, New York 10036 ATTENTION: Walter R. Samuels , President a - (9xect��cve 0AW 0/ 4?1g1cx6nme?1a 40ui(4 newt (Oixa�r��ne�r�a�L �ua�lc�ry ��uunee�cvu� Jai��iea4� �lLrqr/,iMt DAVID STsioner // �L • O Commissioner PtN o0�i oLa QirvGl�, ✓LLctGOtt�ftitdP�d 02.?.46' PAUL T.ANDERSON Regional Environmental Engineer July 3 , 1978 Barnstable Board of Health RE: BARNSTABLE--Subsurface Sewage Disposal-- Hyannis Proposed Beauty Salon and Medical Center, Massachusetts 02601 Capetown Mall, Route 132, Hyannis Job # SE 78-056 ATTENTION: Mr. John M . Kelly, Director Gentlemen: The Department of Environmental Quality Engineering, is in receipt of a sketch and attached design calculations from GHR Engineering Corp. for alterations to the existing sewage disposal facilities at the subject location. The plan proposes to sever the existing sewer from L.L . Building #3 to the Phase I leaching facilities and to connect to the system handling the Cafe Desire (formerly Dante's Restaurant) . This system was inspected by your Mr. Kelly and Mr. Richard Rheaume of GHR on June 15 , 1978 and found to be dry with no evidence of malfunction. The Dante's system was approved by this Department in a communication dated November 29, 1972. Originally designed for a 254 seat restaurant (Town only permitted 230 seats) and sewage flow of -8,890 gallons per day, the system has experienced light usage on a seasonal basis . GHR Engineering Corporation's proposal is to limit seating capacity in the Cafe Desire to 200 seats and to add to that system the flow from the proposed beauty salon, the proposed medical center, the existing savings bank, and all other dry goods stores in Building L.L. #3 (total of 8, 804 gallons per day) . The alterations are necessary because the owners of the Mall have again seen fit to lease space to establishments that generate more sewage flow than provided for in the original design. Reference is made to our letter to your Board of July 8, 1976 regarding the Bavarian Haus Restaurant. It should be pointed out that while design calculations may have permitted the additional flow into Phase I's system, an inspection of that system by Mr. Kelly and Mr. Rheaume indicated the system to be functioning only marginally. The Department of Environmental Quality Engineering, after reviewing the facts , is of the opinion the proposal be approved provided: 1 . All necessary permits for the Cafe Desire indicate a maximum seating capacity of 200 seats . Fixed seating capacities for all other restaurants in the Mall shall also be required. -2- 2. No future occupancy permits be granted in the entire Mall for any establishments that generate sanitary waste other than from employees hired within or in no case more than five gallons per hundred square feet of rental space. 3. A Disposal Works Construction Permit for the alterations must be obtained from the Barnstable Board of Health prior to start of any construction. 4. Written certification that the alterations have been constructed in accordance with the approved sketch must be submitted by GHR Engineering Corp. to the Barnstable Board of Health with a copy to this office prior to the alterations being backfilled. 5 . A completed up-to-date Leasing Key plan and as-built plans of the sewage disposal facilities for Capetown Mall must be submitted to the Barnstable Board of Health and this office. 6. A contract for regular pumping of septic tanks and system maintenance is provided for the Mall. 7. The Barnstable Board of Health not issue a Certificate of Compliance until all provisions of this approval have been executed. P , The owners of Capetown Mall are hereby, forwarned that in the event of failure of the existing leaching facilities the Department will require additional treatment in accordance with the provisions of Regulation 2.1 of Title 5 . Enclosed herewith is a stamped approved copy of the sketch and calculations which also is being sent with a copy of this letter to GHR Engineering Corp. Very truly yours , For the Commissioner L'uc� Paul T. Anderson, P.E. Regional Environmental Engineer A/it/WF Enclosures cc: GHR Engineering Corp. 75 Tarkiln Hill Road New Bedford, Mass . R D Management Corp. j & W Management Corp. 1133 Avenue of the Americas New York, New York 10036 ATTENTION: Walter R. Samuels , President P P �ROP�SE� SEOT/C, SYSTEM REV/S /ON C.QPE Cc�o A4ALL Massachusetts r, t of` yYAN/VIS , IL4ASS. Environmental It �",,,S Za,V4,e .., e � •'=so' Quali � Engineering .�` Date 2 Cd�v.�/.�?M iN V6r�r EL EVAT/ON iw FiE•c D ;9:,,?/oR To C O"417EiV C EM EA,-r OF O T//L-,V Wd X'K �i40P�5ED V.C. OZ A C /N V /N = ¢9-0 4_ SEWER /NSTAL_L S WEEP A/VO GEC/, .� \ .�_-.�•oux, mi��. _ CG EA/vOCJT /O ' OFF S/OEWALK 4/VD CAP E�(/ST/NG �/�E G O LNG To S�PT/C TqN G Ex�sT///G r PHASE .t S YS.TEM ol G GR�ASF O TRA P <1 8 P�SN CX/5T/NG RICHARD EariSTAN C//G D//Va RHEA. E O � .o\Na 28373 p i his /,vG O/STiRdl�V770N sax —y-,�• i r CAPETOWN MALL, BARNSTABLE, :MASS. So Called, "Dante Septic System" Original Design Capacity Calculations: Bottom (7 pits) (-rr) (8)2 (2.0 gal/sf) = 2,814.9 Side (7 pits) (16) (9.58) (2.0 gal/sf) = 6,741.6 9,556 gpd allowable Design Capacity by New Title V Criteria; Bottom (7 pits) (8)2 (1 gal/sf)= 1,407.4 Side (7 pits) (r.'f (16) (9.58) (2.5 gal/sf) + 8,427.0 9,834 gpd Loading Calculations; (200 seat lounge) ( 35 gpd) = 7,000 gpd (8 chair beauty salon) (100 gal/chair) = 800 gpd (4 doctor medical bldg.) (126 gal/doctor) = 504 gpd (10,000 sf of dry goods) (5 gal/100 sf) = 500 gpd 8,804 gpd P P P R 0 Massachusetts D .. p�.� 'tr, 0nt of " �--� Environmental Quality Engineering —.Date- 3 g L (owe 6)$We o/&w�x��-Wa:iPO 00aw~nt 0/ �� o a ANTHONY D. CO Sc. D. 0A�&M 02,08 Commissioner i'� J :� May 21, 1984 Walter R. Samuels, President Re: Capetown Plaza R&D Management Hyannis, MA 1633 Broadway-14th Floor New York, New York 10019 Dear Mr. Samuels: On October 15, 1984 new Water Pollution Control regulations were published by the Secretary of State as Title 314 of the Code of Massachusetts Regulations (314 CMR) . Discharges to the ground waters are regulated by 314 CMR 5.00. We are enclosing copies of the new ground water discharge application forms for you to fill out for your wastewater facility at Capetown Plaza, Hyannis, Massachusetts so that you may be in compliance with the new regulations. Please file two copies of each application form (Form GW-A) . Instructions for filling out the forms are also enclosed. Copies of the new regulations are available from -the State House Bookstore, Room 116, State House, Boston, Massachusetts 02133, telephone (617) 727-2834. If after reviewing the enclosed forms, .you have any questions please contact Mr. Clinton Watson of my staff at (617) 292-5693. Your prompt completion and submission of the enclosed forms is appreciated. Very truly yours, Thomas C. McMahon Director TCM/CW/wp Enclosures cc: DEQE, Southeast Regional Office Barnstable Health Department, 367 Main Street, Hyannis, MA 02601 Attn: Mr. Kelly CAPETOWN MALL Hyannis, Mass. Phase I - Septic System Actual Meter Readings during summer (June, 1976) indicated a flow of 3,560 gal/day for Phase I system: Phase I - (General) - (3,560 gpd) (2.0 peaking factor) = 7,120 gpd Bavarian House = (100 seats) (35 gpd) = 3,500 gpd Proposed Beauty Parlor (100 gpd) (8 chairs) = 800 gpd Proposed Medical Center (126 gal/doctor) (4 doctors) = 504 gpd i 11,924 gpd* s *Note: 12,280 gpd allowed ` 4 *.i 'rn .� "f `�s� ,�.,A r y �r *—.^X x��' �- i y:' A �..t, 4 :,k r f 2�' � . ' s T• 1 .j tv_ +e � " . EY < + ' A F •I`x ._ 3•�yr + M •3 ,4 .# v Z; "S ^ ' i f ✓ T! �.UM Y t( -S a F'�'t �S F��` .r r ' • _ •9E.'� f py t"i },, ' •+^ J i •,+`y gyp$y�. .j �i :{ •.� 0., d S r k� G'.I� "�.� . K ' 1 y*�7.!•S11F a}r ndt' y iy "ni- +� i t ` Lt f '4 x�. j. * •.4'l ' t. .. — .+ .� • � •4•' �: .t '�� t - ty ir':4 t ;,.f• ^ i e .I Nil Now _Oath �e AT ZMP TON Mr* Ri1s"'Ptheume F . + n y •rt, ` r i s... 3^;a _, �} ,R" .5` '�. ,# r �` t 'z ' ..' ° -den� ",e.r:�l�h+s. i.` 0 , r •S`.. d' 1 "�, n t _ `a. 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P♦ }r �A R A 3Mx P w" tl:9.Yd Y i :4 .'4� J. s _. _ 'R. e �. .F 3„ .�, r .t ' 4x•a a,�. ,' ALcr;�� «s 4 r_h. - - � .:t - .r ,• e - r` � 'f e ':$�' ' a it �j C./ . ., .�G,�,' �! t� Z �y of I / r v s . lJ% .0 �Q e I A' t Ag, 6"el -der 0 1133 AVENUE OF THE AMERICAS, 19TH FLOOR a NEW YORK, NEW YORK 10036 s (212) 391-8680 August 21 , 1978 Mr. John M. Kelly Director of Public Health Town of Barnstable Office of Board of Health 397 Main Street Hyannis, Mass. 02601 RE: Our Ref. No. FE-288 Capetown Mall Hyannis, Mass. Dear Mr, Kelly: In reply to your letter dated August 4, 1978 addressed to Mr. Walter Samuels of this office, please be advised that we have engaged the services of a four man crew to thoroughly clean the entire perimeter, as a general cleanup at the above location. Every week, thereafter, Ms. Laura Ribeiro will have someone to keep this area clean. Please be assured of our utmost cooperation. Yours truly, HYANNIS ASSOCIATES Sherry Firsten /sf cc: Ms. L.N. Ribeiro O_ = March'21�• .1919 R. D. Management Corporation J. & W'-Management:4 Corporation � 1133 Xvenud of .the•Americas 4 Ness York, New .York ,10036 Attention of ,Mr. . Walter R:-'Samuels; 'President Gentlemen +' : *. k You,may 'rent the property, formerly-,known as thew Bavarian.`Haue, y, as another Teotaurant with a seating:or standingicapacit�t ` •. fl r 'not Ito exceed fifty persons. . ,. n , _ , Prorwto anyconstactction, ,.the new,]; asee> must:submit floor plans to the Hurd<of Health "showing*'con�plet� ls9tchai and dningroom layout. 4 y . ... Very truly yours, ': } John M.f Director of Public Health. , w_cc Laura .Ribero: - f Y' • s °,1. •. .. : • x R i • fir; r 1 .a r& � • ' ..'•+ s. ' .. ^. Y !. 'y.Ya Y 1, *4 Yc - . { ^ s,Y= I 1 f ! Department of Environmental Quality •l.i -0A.li �, b y:;fy, r,r 1. 1 3 a 'i ..^a eT v n ../,ram `}'f ` :{lk .. .. q. �a f{a v,� :�F a...« ,++.eve.+ .,.,,.„,a k�.Lti..'�'.�r r .'�':": u:s 5+..�i3s' ��. >. a o- n k x. .�.� :{/a��.�� 1�..t}�,%' /'�'S•,''�Gy t i_ �avfd:Standle�. . .,. �: ,>; .,r�..� ,_, ,,� , �,.. ,,�.-� .•a.._�,� t h..a � .�. ,: y-rF ge '.'.t se.dy: �c. tra t ..•c k. y. L'i1+' 4 r f�- ° f. \ ;3 f+11�vv �.1.;.' -.,kw:.-.p'� ��Y(�fi i? 7, '..-s;- ..�•t� a ...fie,::...�... '•,.mot Fj` ,n. F d,,.,�2 s-+^ :: a Y r•°C t r� :�+{ .�y, - .7 y+'_ +, �,.,�,. U. n1 v_ T■j1*1y(jz .'.. .Y, >•.o•R PG Np"'�-.Y ip3S�'t r �� Y fi.�:y 1 2 t :'4 '2 r 7 t^x r• �-_ �•...� .. S" ! `. ' t',w .- ..cG�F �4�.. 3' A.-S'v�i ��',;'d}.1,.4 1 yl•L� � �' y{��s•' � k+Y�i�sFaF SJ.. l 'R }�';iT .-^�� ' jug: n � �S � ry a w; ta: /�,�,�./�.::.: {: �j�1}♦q� BI �1 .•:--- uhsurfaceb-aetivag� ispvsl �Vc.+'i W'�A ��ViWi J,N�� -S f*::� ik+M�� .'f i•^ �! 'tt"+',a'�Y��s-.:, -'-T..�a .... � F 4 ..:. va da11r3 aus R6s'taut dl � i` ll a38 ``oWt1 $a DAa A sa chus ett v ��„ .: 'r. aHrx ati .. ; eft r i w 4.-;z i- h 7eibSS�iG+6si.' . .- Y'ii F�` -it -: "� r�•r:� � i � �_rJr+.t'i �:- t � � r � �, a;� " �,. i�a"'s <, -�•�� CS��3r3.� -f;.s-r>_ .,,� 9 `p�,.�....5.,.r+.. � ..7..;;. � a.�'43� A4 ;;:T ar _.'e✓ ;1:S � ,. _.. t ..,, _ ; e- epari�nent Ok-ftv3ronme.1 Qualm ngineer3.n .ham beer�.fnvolued in dfs cissions 3itlt th o n :off;the Cape Town Mall, yannis. Associates�. relative' to the a ditio:r of `x the ava Haas kleStaurent -to the Phase T section of the to ll. . �.',`> .§ �';"' � F�f.: ��,.,,.�..�a�...qi. 7•.,S,S Ha�r'�,`� ::a w#�� x.t?S�-i�� 4�,'�:t r4ty r�,.$ :�,, d ,.:b.}s :... .. ��P .;�..J�•;.a. - _ �3n june =Y3 ' t . ,�a meeidnc was.held.in this o:fice.tc discuss tl�e"matter. 'reeen at that meeting were =Joseph Defeo and lies. %berio of Hyannis Assoclates,, Mr., ., 'icszard 3 eaum © . H knee ng' e©r oration,-,en�ineors for Hyanaus Asso ates, a �,d �a� an�� vas:detai� n tedh# ofUe.� � emeet.inq�andreoreseria $s-oft � g enotelas addito a1.stor65 hadbeen construc fonudig rddit kAr t Zaut ai a rav tNfron fthl lie rtmeir to 21 , s�gurthex learrtec . t o Yi. t tional. _ de-signed,:in, tease :of laroj6 _ hadk 3aeen vacated jn Phas6-U.and `r3od tore t ri �YPhase-if which iiad been that a 40 seat beer°and p# ;Shop had,ulgo.b cu located i It_" notedduring designed. or only ��csods stares and a 104 seat restaurant. Fill ly, theaeetin $h$ ironhule:aov+esfoF:< he dposl facilities in Phase.I could not be 14 j eehuldi �d cvataver his p nywo ted #r� nt sta ract:3.nto compncor�ith. heegartnen 's aprQv !` nd :, Was necessa'sy go hririg P 9 i�`1nan�Tole` rstru .tecl' GH t x gineerlr grQoa <.Io begI MM44 ely Sca locate. lz e m s r�c�ve riot `obtain wakes=r etat'�'e�ar€i >fea' the stores..9A t e mall field snee ig TA: s -,chedtded for juhw.�14ti� 197o,>betw!Pen a rep��entativs of this offlae nnd..GfIR,:* roc irie ang<G .at."..""C�pe.sown Ma --W41spect aH of:the.clisposal<<facflftiesd:'�c�e �< ; meet: dash , esllisatteat and'obsetve the location set s= dheck all of t;1.a va:mnnholw covers ,'which could not ne found. �t the Geld .meeting,on j.une 14,.1976, no equipment was available for finding the aToanlaole covers and this was, not accomplished... The Phase l system �fv�3s inspected kax � cLnd to be unctdoning properly and water teeter readings were obt Aned for all stores. , The water,.miter reac�ings::3nd�oa�e�l-�ha,�: s.a�ptely 3540,gailoas pe :..da and for PhasesappraciYaiatety ,A9a gallons 3 . per da' j/!; a ed �,.:•ar s}..,,.,Fr.:.,J' .•F•3:i.�^s ; sa..a-,'- Sa i r ♦ ,;ems. .. - 4 : 3 - sct.the Phase;'li disposal a®pond;klelk� a �;vra► >,helt_01%J4M Z� _. 976,r o insp .fa to:agafa attermpt O;, ne t#e locatlon.ol.the'.' o rrranhalescovers: = c3li,ties�� _ P base wh#c coulda . aO-.found.Y'Again no equipment �s available on.the site to bind the manhole. covers and again this was not accomplished. The inspection of the Phase 31 bacflfE s adi led tba the.sys _ Ppeered to bo bunctloning pro a�sly�althounh the each Q had II1 �WQ tQ O4r�eet o ' x .;t I.. ve a sinc® the$ two fie3.d.: n�etiuge�. poken.;to * 3eleo lay telephohe andw Both stressed;fie need_�9cjogAtin they t manholes which could.. not ha :our_ and:sagceatc�d that Eho :shore phould pwsihly be rMoved;frovi1h6se�U and put nta Phases eti�reatn �-mat. won been,,vary.E-no�p tez- and-haa-reYused toweiren f t llt3 twos ma nho� s all red on the site A_rev.WW oaf-all. nfor�tion:.a.YOUanl8;i�cz the of ce's. �s and indicat@ b r a . The Phase I sewage disposal facilities Viere designed for a sewac o f1owv off. 12,000 gallons per ciay►,. .�Uatet meter:rea' , gs.Andlcace that the ad'era.o daffy blown is ,590 gallons per. day, Peals ilo s Were notattaina?ale. The disposal facilities appear to be.,operatlM properly;=but co'Jers cannot be found for one eaching pit,and a distribution how. The stores located in Phase I are;not in acco nce with the plans approved by this offlce. The Phase U.sewage disposal facULU-4 v z`e cles$gned for 6,3{3D #gallon pe?r day for system. � and $,690 gallons::p�' day:bdu sgstem. 31 (Dante's estau. rat) The disposal. facilities for ey�stera A wore-.deaigned large:enough to accomuciate a sewage xlc�vv of 10, OQ;gallons per day^,to handle•any buture additions.: No additions wer® .ever submitted to th,is,,P1 ce .for':aporozral ';?'. t ater mexer cea.dsn s Peak dlov's are a ,,indicate that the average daily ,�o��r 3s �,�0�3.�allons per y• �r, not available.:. The disposal facilities appear to be operatingprcperiy. �.sza - tores:.in.l'ha$e II discharcing to system A are not In aocoadancegath the p=arcs approved:by:.this o ibice e. i Thin ofiic6 s:very unbaPPy with the attitude shown by the owners of the mall as represented=-by'Mr. Deleo., The resgonsibitit<j gor locating stores incorrectly after: submitting detiUed.,plai% or approval to this office can be placed upon the former i. owners of the mall, but the responsibility for leasing space to the Bavarian Maus Restaurant after being notified in this-Department's approval of the Tri-Cinema that no additions.,would be approved,unless sewage treatment' :ac lftieg were provided rests ,. snley yvith Hyannis Associates. : The Department of Environmental C, uality Engineer3n3, after careful consideration of all:of the facts in this matter, is of the opinion that approval, can be granted to alloy+► - he Bavartan.Haus. Restaurant .to operate when plans have been submitted and approved " for a grease trap to Dandle the kitchen.Viastes for. th&,restaurant prior to:discharge into. the Phase L disposals facilities, the grease trap has been installed, and the two manhole covers in the Phase:I facilities have been found and brought to finished grade, Until such time as both of the above are<accomplished, the Bavarian.Haus Restaurant should. lot be allowed to open4' The Depa?m,int further uld request that in the future the various.Barnstable Departments refuse to issue any permits including building permits for any good handling establishments at this site until written approval has been issued by this Department. Very tr.Wgr yours, E For the Commissioner. " n Fred L.. Depect, P.E• peglonal Sanitary Engineer Southeastern Health Region i Lakeville Hospital" Lakeville, P assachusetts 0234 De/ ps/FL1J . . E cc Board of Selectmen. . , Barnstable, lviass., i s Building Inspector Barnstable, lviass Barnstable County Health Department Barnstable County Court Rouse Barnstable, Mass. � Myannls.Associates 11.33 Ave. of the Americas - 19th �?oor :�,,�'_:41F,��i�'11,:,.p�,.,"-1,:w��.�,,I-._-.� f,f K t M ,r } i " FS' t$Je S'� iYr i,r}�,'1.5 ,��,'.,.',.,, 4 t Y ,��,-�I�..,�.,�'!t 0"I:""�,-,,-i,�1,,I1.,I1�::'�'1:41,�1:I"L.,�,A'I WI.;!,'i-�:l I,,,,�-I l�i,w..�,�.�1�,,..'.I!�,�'---I�'�p:�;I I��,.;:,-��t:�i 1!..,,I.e._�,;,*1,:wo�I��.:.I;��:'"',:!7I,',�,,-_I:o.I'I,It T I.:1;.�,.,,.,..:�,',1,1�.: ":.t� l)� i �{ -2 Y i 7 e I {,Ir tq I , ant f5''`'7 i x£�p` 7 Y1'., y{ { J �(y + 1I + [}. �,�,1';,.-�I��-�.:-".�"�,�.,:.�,,,.,I..w�",,,,;�i-.I�t,-I",,I�, .,.,�,-"': "`.Z��-.-,",',.,'�',*I'�:.-i�.,�.�1...�-.�,:I,,.,,:��-,I�_�'��,.",Ii��-,'�-.T,,:�.,��:.�.;.:I�.,-1.-�t.!.,�—��..�,�A�,'.:",�. "�,,,.Ii I�.�..4�.I�.i�.I.,..,.I�1,,:.I-.I, i..q—,.,".,-,,—."!;,,��;�,,,-��,"I�I',Ie,",,�_t,�.;t.,,"II.!.�-,j,�l,I'..,,�Y"�,".'z,"�:I�;!;,,:,,..Z;�;.''"I,"-i�-!i,,;'..�'.-....,�,�I.�I��:,':'_t,I�':L1 1�,,,.:_�,,.�Iti i,�,,��.,�,`�`,,.��-�,".�,")-1..,��1...�. ,i tug :. t'I?'. { 7 Y � I 1, t f 9 1. f; 1 s I,ta « Y'+'. , G � ti 4,'., r r "t �Y _ r t; ,, ,t t,. ,�, r S4 hIi 4yph{s�itj P4.�V , i�` p{ '.., tf,. , '4 /' ' t.tF t! �,"{�i �,; ix r� .� ,� e1 t ) 'B ,V .r�'.� .f ^t tl,i1 ' xi,`, i r f a ,zih l 4 ; e � 'G ' si m, + �x . tl tt ,3 P u', i a ik - - '.. _ ,t h ,_:B 1 }Y _` t �, ,`t, Fa F�'�, 1 ,' # x �rf,� 'GGl/ l�eveli�!� ,.. 1 I, I t rf I,.,t ,{,+'?tk 5 t t , ,I i 'F „ , s ,F t!, �� z , 1 4,,- _ S • ri ,i a 1 i i t l ' t a t,; sY , : ;, .L111[ t,k r it{:.. 1 1 L 1 { „ 1:'I+� tr 1 , f r 11 /, r i, x r ,' � ;1 4G -,1 + r , _.:; a �. P 'P .e t i �. } a -, �. 1. t a -4 !y t .t ! tR �+ :.r 1 r } f t t st P , t S ! , } kz �,�. +1 } f P � 4f ! r ,4t 9 s I;' V, + 1 { t fftt600.VJashmgton St.. i r, k ; ( ; t i k,C., ""�rC f a .,� u - r -y +� It 1 {',. r�"'iS .1 fY, y1t �} iP7 Yf p-. ! a S C a--3 rfa fC , t i tl R *, � �2� 11 6 .5 ! ,I I t + 7i }..b ' e� k X �' M1I 1 7 /F R t �'` 1 _ 1 F. 'a - + I� ''� 1 r r 1 P �' ) { n X , F ix I x , +� a e, WI, ! t f c , p 1,Y iL y 11 ,1, sy't '1 P t t , _ z J' G M [ 1 J , x I f L 9 f , 1 }).f ,f S } G4 P 1 1 c aP4 j {S Fufx }_ .I h- , , 1 ,} ._x s f 1 1 o r tl. 4 f.t; ,;, r,ll �J Et �'1 November 29, 1972 " , ,a y t It , tl+ -�`'; n ! , , Cl s ;,, t ..t 1.,. �tf.y p i, f , '� 4 ; i , , sit { t P', !.. {, ' P 3 .>r - i l: r y s i S '� '� r ' F i 4 i .,�f'r7 , ,1 y F t i y 1 Ir I.• ;, y I�: it 1 ti ' .{ t a i r , i b r! f ,.' t , F 1 s 0' "r ;t , i t 1 ,� s Garcia, Hanack,& Richard r ; RE BARNSTABLE--Subsurface'.Sewage':Disposal y f }�a Engineering Corporation .,', Proposed:, -Mart and Shopping Center �4' ,�3. i 5k4 `�41sa6. 75 Tarkiln Hill Road' Phase II for the S ' S " Kresge'Co , u ,`4 ,a' ,I , New Bedford, Massachusetts 0271+5 Route 132, Hyannis, Job No 72 379 f „ , , A it ,1 , t Pi )� 4 P 1,iI'j of q.i y i;,y .+ a, t r �{T -.:i 1 t ti t I' i t ,Z,a #` 1. t >r t+,'" 3 ,•1 Gentlemen _ , t y t , j d{� 1 til.. Ir t.Fv �0 f z� a '," x ( y5 (t .i ti, (L i,� i{_ d Js 1 17 � a d, .,`, ! s t '.� 4'w"1 t p '' ,,..' j, .t , �Y ';,'tthe Department:of Public,Health, in response to your request, has had one of ',,k a , ; o' �, '. F _..! `e' fi' ers „examine the soil at the above-noted site and has reviewed `a revised ,� V 4V,`;, 1t `set o 'plans in- two J sheets, the first of .which is titled f soh sa I _,; '+yF� i �+ t f f r,fa IY ":i'+ 1L,e.a'Y tF{ r�':, ?. ..t + ,_ 3,: a -.i S ,{ �,"1'<`wa L .DATES rAND..1w,. IONS� CHECKED BY M.B.'G. r; ` , t y,i}, rt , r f 1. i 11 2Jr' 2 NEW ISSUE OF REVISED SYSTEM DRAWN BY R.W C ,; i, , �� DRAWING NO.; N! 1R �# i yi,`#1 L1 2g�72 FINAL REVISION g t r Yt {, t J , , , , ' u' r 't t . b `,'�' � ' `� € s-t ENGINEERS P PHASE II i 1 1 3 F i) sifi fir PS �i' t ! 1: a� ��c Vt.{ i. r �r <"�.° t1a '1 t` .,'s > +' t'A t� t V �h�"'A I,:tai J ,. t i {I i , r;,h �t �� F a, ,'GARCIA, HANACK & RICHARD 1�{ `' ;'mot t �` ' t �1 NEW BEDFORD MASS , i�F4f l I� , .+_7FZ l7,1), -``-o- �1r 1 P �'1 I ', ,� 1 tiR�l o F - Iit I�tj f{b l{ t { '. tSP b 1L1 k3- tt3yt• 1� f�l t, ;t3 .,, I 2... , ti` , ftt Ft ;.' {1'.j. !pr$S # I f x ,it a r r ! M t r.� - , $ ., ; , " K MART FOR THE S.S. KRESGE CO. ; , ,;,'1: "� a ! {w ;r n �ke l ,�' `t�' t, ti ��I: i ROUTE 132 &._AIRPORT ROAD , t�; „f $ t' , M , s e 1 , �i f 1 $ f.x,,,, :o . ,,I t }'q { It, , .�tl t 5 12 { BARNSTABLE) MASS " b t ,. �} . 'h, lyt Ft h,;i :Q diN4a' y9t. 'ka 2 d(`( s , - I,� ` , ' f fi.t s ; f., t S t t , } k..IF`i +.� 19 F 1 r: a P I' .>, !� f f 5a # - Y4$Y^}, 1} �1 fLtG 1P t a :, r. I ct J ! ' a:1 M .tl , t; a r} I P 1i , I REVISED SEWAGE DISPOSAL PLAN ' t' r �, , ' PHASE II C `a, 5'tL� �1R q.�aI,;,t77F t it + F {a, a iP F1; t f t d � :j t , '-i t }. t i •K -J , } to { I+ yi i r t , s ,P 1f it o, l y {� f' Pj,- 4r }k :s 4 ° 1, 1 " 1 t -d y ttt r .,at G, , i�, ILYa}tP1't :31,Y Ir ' 7 F` : ' t tl i'. 4 i v R rI } ,, I t Q.4i r a-i t f`v �,} `x , s, RICHARD L. BOWEN AIA AND ASSOCIATES E . ', i>, of , ,' ' ' is�� j"� 1`� �� '�� ARCHITECTS ENGIPIEER5 PLANNERS �s r tl �' °" %' ' ' , t , k T f �, , x,�,l +, , , ! 3 CLEVELAND (HIO ` I �;, �4 x 'I `�bz{� '+' �' � HOLLYWOOD, FLORTDA ,' t 1 ft ti'r a t St r ,� n ,t 4!j �,� .tt , ,1 t u 1•` - i !,i i ' h;.i ti ; �' `I 'fa1-$oil examinations conducted a.t' the subject site in the area proposed for ', � d r i y < . + , F�}` subsurface sewage disposal,/indicate that the natural soil, beneath,loam and.'subsoil, r_ � consists of, coarse sand and gravel whlch, Zs cgnsidered suitable for local subsurface} �,��,,°{'<,t _.sewage d�.sposal purposes i , 'i ' , �` { I I y , a p,, 1 114 - .t I ' 1, ' P Y t 1 7 i ,x. ' 5:d i } t i rs sl.: t "MA1��P{ ( ,�.+ ,3 :, 5 F,.1r 4 ,. �., ° f '. �.,, , r 1 x° t t _.(v 4 t s i 1 Il 1 - 1 f i t - A: 11 ' a, The plans propose the`following , �' iI I. t i I r. t 1 5 1 N a t.t: F�`: t1 � n .4 , 1 1,,, , f , 3 A y [ i' d i R,. 7 '>t 7 1 A yip as - tf 11 y ,� t, r,i System A; 'will' dispose. of 6,300 gallons per .'day of sewage from a number y t r�r ' , 1° �t#, "_ ,L !W ' L of unspecified retail: stores and .a 104 seat restaurant by means of;a Y y ' ' j y} ) 1;�' ; t i k Y ; tit lA%, , rrtsal.; a 16,000, precast re=ihforced concrete septic tank, an eleven outlet r a z' ' , k' , ;,{ t f J°rh7;, precast re'- nforced,.concrete distribution box, and eight seepage .pits 1< f`' ; y;k;';,' , pxov ding 5,464 .squaxe'feet. of available 'leashing area. 'A 1: 000 gallon t 4r I* recast concrete grease_ trapwill'be installed prior to she septic 'tank "i } . `� tot intercept kitchen,,wastes fr-omt"the proposed ;restaurant. I " ' !1` f _.,kt ` i (c.1r , . . t I.., � ,�, 6:,, , : a ,�.` : , I}'rb{+'f'k4,4'� ! S}a' �.it.rA .I.1 i 1. ,'1 i + ' +,'`f..,f , 1 '� ---4 td {.., �„1,4t?'t>u.:>st, ,taSrn>id', Sfi.+'�,a .}ey'f.�'a2aT1'•H,� ii vi:.;.�L�' �.t7a.S::.r{ s'+.. .'r, 3i_r<x`x,��.I !'-`.w, ° :1�11 t.1__4 �� . '...0 t ,r"!,,_-.,.Zft..1'--3u,t: ..r��"n>.a4,t,1.a;f.•U.?i?tY.hs_r.�S..l't, �t,n., ? . f t "fxt ¢t t,I.. ', };p.'t� fi .,�,a, a x a :tr :.rar ; ,x �.f�,` x)�4,s„ r if3t,}�, st,'1,�,{f�`��rt1 _. d } 4, 1v� �t 1 /1 4— ""�lG 'i9 ! {6 1 t. 1 y r ? e"'e" 7, ' t ) y + t ' F i 1 ;x t :{ ° s i l(4w a t, to ,{I �'. ` r.' t # d 1 s { 0 h 1 i t '1 �1. ZL Ii ri v - 4,h" '. a{ I t"'. Vk a - 2 4 .1 re 1 ., I r t �: iPk ' , !H F xL t I "4 9t 3 ' i i }A ' �' t f -,l t 1 t i Y f f.�' ,s 'a -, I` ' ' '' 1 :r ]M x A t' z, kU&rip , VI h d". ) + t - I" +eM �Fw.. ,, -: _ r, 4 �.+t f 'h+ - {�' t' �1t t n, „' r� f s , t .i r' r + v 4 t". �,7:' 1 7 ,Y r� r i t tit ;t, - 4Y y ,t p .9 g p l y g 1, . t »w 2 S stem B. will dis ose.�of 8 8 0 allons.: er da of sews a from a�'r�'` `h `j+ ! , e r 254 seat restaurant by 'means of a 15,000. gallon precast,.'-re infor'ced `, Cry f` klconcrete.'septic tank, .an eleven,outlet -'precast re=inforced concrete ,, <'S -= u r 'L t ''i3istribution. box,Nand seven pits providing 4,7$I square feet-';of leaching ` a area.. A 2 00, a llori I ," �P ,. 1',, t ,5 g pre cast. concrete grease trap;willjbe installed F' 4 +; prior to the se_ptzc, tank to intercept kitchen wastes s t t.. I t I 9 > l I °P i { n + 4 r '1 The Division of Environmental,Health hereby 'approyes the plans w� h&the; , . , 7 R F following '-provisions # c b , 1I 5 , tl , 11 t - r i Z,, Ores In the sho zt ,t , t„ ''`' p 1 The unspecif'ed retail sty "' ` „ .pping center are limited tq dry'�,�' t $,t r t r . f ';, I t good 'establishments which generate only sanitary wastes .from'emoloyeesl , '`y ' F t t Y?t employed therein /1 L., :I �{ n N r r 1 , l i J L'�'�v Y , r +; G I 1''I i Ir�a�14 � ' t t , s ., z.x�` }t. 2 Construction shall be in` strct accordance with 'the a �' I-,':, . � pproved ;plans`and , ) Article XI of the'State Sanitary Code,: and no further- changes will'be.made f`.. ' +!i'�f''� ,1 tt, ,. ` ' `„ �� in.the approved plans without the:.prior written approval ofhzs Department. t, a I, i {�' ri ,f�1 k 6 �,� -'._. :.` 'i- . ..` ;� I 4dt ''4.k, r e ti)i 1.1 �` t s 3 Approval expires two years from the`,date of this� letter " �^ � , ")+ , { t r c �+ A Disposal Works Construction Permit must be obtained from the Barnstable, t �' t ' .Board, of Health prior to the start of any construction, } 1 ` - .. + & vc , t 4� '. fyt� �r . _i,,,,r f .''' ,_ I .:.4 f �' it I.'` ) i+l c se t When the''sewage disposal systems have been constructed;', prior to.backfilla.rg,' `'; � ,� rt ; this ,office and:the Barnstable Board of Health must be notified so thatta field , , rf examination can be'made. 1 to r� ` t _ Y tI + " ¢ - fI 1 s r ` t 1.t v ^ }( ( fill - :i : ' , _ r st Sr r ti; t F", x t.r ( c4 — - r z' The buildings„shall not be occupied nor' the sewage disposal systems covered; x ' i ,ll t 't until a Certificate of Compliance is issued by the Barnstable Board of Heath 99 } Enclosed; +t +s"p' {I i t '1 i ,. �.,,. Z .a 4 ,1 v tl. herewith are stamped approved copes of the plans, a copy of which , t 1t' ' must be kept on the site and be used for construction purposes. t, + t ttf i E -_'r' I r '. — _ I i' - s I F 1 t )t�.."". 11 i1 M ,. >, r t:. _ _ I t S r ,` rt rr al _; +I � very'�trUly yOL1Y'S, 'A I Wnl r Sit+ �I'E`r r!£ n"� i y v u i+ h+ -.r i c s`,_ ° t:l !, , ,4h �5 dt 4)I°r; ,1 i, ti�.'` I- ��For the Director ` ') IS la,�t � ,t ; t ;-� „ ' i i { i 1 ,� § f.1 N I, .y Yf ,1` , f + , dll 11 h fi t _ i 9. 1 ,*�,t - 4.: , +) t eF�4ysx F 1 ul s tr 4t I +�,d`t ,� + 'C%f; { ' ° .y t I ,, 71 "'� 't -s N + `i ti �tifi�h. I ` ; a �. .r" rI., I'i t 4' M1 rvF t F t _ , . it ! 3r S .txl# x + -"t i y�r , a 1't I a I t Y ':i I r ` <__ _ { t, 1 tr"bt 41 7 ,. er Y, `i t� r ,.- , 5t t +.t * , /+� �� y///� t �x t ' t t -< t IJ ty` 1 "1 4x7 lly 1 ar ,�' i r { `S"- + i.' t i Ii' j, r s y + s 3� Paul,T .Anderson, P.E. �r w >Tl 1 7 c �', .+kl 5 S �: y= _ Re i onal Sanitar En sneer ,r+ ,l 14 }F - hli a4 ti 1 > +i S g.• y, g tl 1,,� � + h�3F >w ,{ S , ., I t i 7 z A r ass fit': F t a b s t �,Yt 3 t ; Southeastern Health Region ''+1t rF: ,$ ,f k „h v-, r i� t, 4 l,-. '�?s'I `t'_ f f1`!I }i'' s'. y '. II r n , r , 1 4i t rS,uit,pl ;1 1 + }J y t'xf,: � t Lakeville Hospital , t# i, r, ° f' t` i�� Fe ' 4 t ;i4 >, a Nrr t C r+ sr a A�Eaps�RF Lakeville, Massachusetts ,� +`'�'� {�` '„'� „ , ' P' `I i Y I 4 7 1 {. 1 3 d } d �,�t' I . 1 } tk't 3 5 Y. y t f L� r, ,`, :+� r 4 s s t ,tl to y f,t 1 a{ k{ '{ r 9 r } ''i t t`` cc Barnstable Board of Health �N r rxqF '` ' ytf� ,v t .. f & S S a v t dr ks(1 f4 f ,t„+1 e : , I 1 + 5 '{a t1. p 1 ! x Y + s , r1 r - t v t k .ii y k `' (i�''�' 1 ;:'I\ Hyanni.S Mass• t i. t I t 5 y fi , i '1 VS t; L}5�r t, 1 V) ,it ; (. 4t + 7"Y , f 4 ' tt+ N rx 'c�YftE a - Jr,4ti { Y- ,n i r 5 t i x tVi t -:, a. s.; + - t+ �'i" � 'Y, + g ; , -�4{ 4# t +tl ly 7 „ ;� ,y Vl)�4 4 ) tT I +I P �.r, ..�' _ y S St k,, t f s tt r?%l5� y ttt .a {a Fk t �N ,,r Z 1 I i t F z i a Barnstable County 'HealthI De artment 1 ` 1 "� �b+ �' ,. t {., , -.r. J .\ p s ,r , 1 t �w 1 Y r l tt i `' h ;Barnstable Count Court House. t �� 1 �` ,,, ;r'' ,` ; ! . 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' LJ 75 TARKILN HILL ROAD, NEW BEDFORD, MASSACHUSETTS 02745 • 617/995-5136 PILGRIM LAND SURVEY, INC. DIV. P.O. BOX 73, NO. PEMBROKE, MA. 02358• 617/826-6312 PLEASE REPLY TO: New Bedford CL-7600 September 21, 1978 Job #1972 Board of Health. Town of Barnstable 397 Main Street Barnstable, Mass. 02601 Attention: Mr. John M. Kelly, Director of Public Health Reference: Capetown Mall Septic System Gentlemen: Enclosed, please find an "As-Built"plan of the Capetown.Mall subsurface sewage disposal system as requestedby your Board. You have recently recently received a letter from D.E.Q.E. approving the capacity of the Cafe Desire at 230 seats. We believe these two items complete the requirements requested in the D.E.Q.E. letter to you dated July 3, 1978 and the Barnstable Board of Health letter to R & D Management dated July 3, 1978. If you have any questions or any comments, please do not hesitate to con- tact us. Sincerely yours, GHR ENGINEERING CORPORATION Richard J. Rh aume, P.E. RJR:ps Enclosures cc: Mr. Joe Deleo, R & D Management Corp. Robert Fagan, DEQE, Southeast Region MEMBER-CONSULTING ENGINEERS COUNCIL l 75 TARKILN HILL ROAD, NEW BEDFORD, MASSACHUSETTS 02745 • 617/995-5136 PILGRIM LAND SURVEY, INC. DIV. P.O. BOX 73, NO. PEMBROKE, MA. 02358 • 617/826-6312 PLEASE REPLY TO:. New Bedford August 8, 1978 CL-7553 Barnstable Board of Health Town Offices Barnstable, Ma. 02630 Reference: Capetown Mall Gentlemen: In order to assure that the septic system for the Cafe Desire, Piece Goods, Medical Center and the bank has adequate capacity, the following is hereby proposed: 1. The beauty parlor .be deleted from the plans, Only a dry- goods type shop is to be allowed in that space. 2. The Cafe Desire have its seating capacity remain at 250 seats. This is the amount originally approved. 3. The.Medical Building and bank remain as presently approved. Calculations showing the adequacy of such an arrangement are en- closed. We look forward to your accepting this arrangement. If you have any questions please do not hesitate to contact us. Sincerely yours, GHR ENGINEERING CORPORATION Richard J. Rheaume, P.E. RJR:dsw encl. MEMBER CONSULTING ENGINEERS COUNCIL Y t! � tvi to 1 !K G P, y I d ' ; Rik ,�rIA . fir , 1133 gVENUE OF THE AMERICAS`19TH FLOOR NEWYORK, NEW YORK 10036 •'(212) 391-8680 August 14, 1978 } t t Mr J: tRobert Cannon :irannon`s' Engineering Corp Petroleum-. and Industrial Services: x {, I .7 1.1 West .Yarmouth (Cape Cod")"' Ma' 02673 RE Our Ref. No. FE'288 Capet�wn Plaza Hyannis, Mass. � r Dear Mr. CLannon r, }` t , This letter will constitute acceptance of your proposal dated Jul 28, for ;maintenanc of ;the s`e tic s stems' at y � + P Y *}r r• t the above noted shopping ;cent er. ^ ` I We agree to "th`e terms set. -forth in your letter for ;paymen.t 'P of 'services rendered. t 1. We will ;require `that this work be done annually. or 7 R J 4 . more often on advisement-,,from your, office. 2. We will require , all grese .traps to be cleared 'quarters Y. 3. `,We -`request you check each system-and- advise this. office of any malfunctions., r e. ,u Rg .a..�,. • Y� Thanking yourin advance Yours truly, . d r5y a f I �. : encl . Char es Guerin CG/tr,, i cc. Mr'. Joe DeLeo Health Department of Barnstable August 4 �1978 Mr ..-Walter,:Rw Samuels, President Manage_ment a 1133 .Avenue• of the Americas 4 r New York, New York`�1Q036 v y .Cape Town Mall, �Hyanni + r Dear-1Mr: -Samuels; , ° .* Vde-have rece ved several compl"aims that were. verified by my. 1, ;Health Inspectors concerning the lack' of maintenance on :the `grounds, of'the Cape Town' Ma11: There are papers,. cans,,and bottles';.frequently- a1�1--over the parking,.lot and "in -areas behind stores. T ` The condition of .the°grounds on your, mall constitute a source` of. filth •in .the Town ••of Barnstable ;under Chapter 111-122 'of the Y._ .Commonwealth..of Massachusetts C3ener.al Laws.:: , You. -are .directed to, abate this nuisance within 'tx.aenty-four 3 x< . (24 Y hours of receipt: of this notice.:. ' In add�.tion, you are 'directed to, maintain'this proprerty- in a, cle"an-An'd sanitary manner at,.,all times., You .may' request a�, hearing before the Board of .Health ,if' written <=pets Lions requesting same; is received .seyen,,j7) ''clays. after the date;,order served.• r { z Non--comp ' ance. could result-{in a.fine of up, to: $500'."'} Bach. , day' failure:; to comply with an `order' sha11"constitute, a .. separate' violation.. PER=*-ORDER OF THE BOARD HEALTH HEALTH ` "John YM,. Kelly r ` :Director .of- Public •Health ' •cc i Ms. L.'s N .- Ribeiro x c -- - } IMir Oa a1 r N n ' /oo' o r ,L s- L o At 1 o_ r: C; 80 v� J- Q. ° ~ r f' ti 0 ti w J 0 l r tl � e 00, CPS cc 0 a sl ,q } 1• I - t 1 d' '?3yi t r a y t j,r. r q i a a 4 73• I{., K F 'rr t 'i i', , "q v_ � i T'°'lx } ;tJg ,f , t , f1 \. t:S il. t i 1 ; , I 3 ff FI Y {$,. 1 h r1 5 '4 . tf Y " f I , ' 1 ,brr0,�", X P i it � k 5 ` .'t Il� x qv 1 , },,, � ' t i s',e r � y r w- e//�W " ;: , i , i. = t�l , j _ > I,,.,,I,,!IF.:.a..,I,r�.I..::�..%-.."�i��._%��.I��,4 1',..,A:*.0.I.I..;:..',�'-�,��;-��.'1I�.I�I;�.,,I t�'1 } 4 + 3 ,`"`.. a" I i ' r t t ,.Y,11:'.I I..V.�.�I�.:,,.,��',:r,�,I:.,...�..�7.;,...;�.,I I.�;.....I��.r��,,��..�-,,,.!�.:�I.1.�,,I1:,I..I�!,,,.,I 1"I��:..:...,1 I I 1,�.:�,"q,.;;;.,,I.,I.-.�.I.,..T".II.'�"�-�:..I.,t��;II!'.I�.,;'�,1��'":�:,.�1!..*..:,.I:,�,.�,:—.�'1.�,,-,11�.,,I,.I;.1I1-.,�t�.I,,.I�.i,..1I,.,,_,1,�.,.�,m.1i..1:�..I I'�.I i1,A�,.�—�.I,,..�i��,j,,�,:.'�ri�I.::,.i��,�:.I,:h�,I�i.1.;�.N.";I F;..II..�:..II.-I II.��-,:!.�.�,I iI..��.��I��%.:.I.,,,I.1�..,,.�.I I-�.-tj r�,',��I i I-,,%...,I�,,!"..�"I,II'.I 1.I I,.�I,1.;;NL,.II,.�I.�.�-I:'..1II,��:14..t,�I1��lI��I..I1.4.�:�...I 1,I1I.,:I4,I,,..,..1 I�..I I%.,,:.II:II t�.�14�I.,..1 I1,1",.I,,-�.I��.II.,I..!.1,.t'I.�1�,.:,.,1�.1,t,,...,.,.%..�,.,.�.,;,.,tI..,,..,.�.,!��I�...I.",.1.1 II,;,,-.�:,�-I:.,rI,,:�1,��i�II t�I%,.1:r!�.,I�.I,,.�.I.�rb 7,I,,I,;.II,1:�".'.: REGION VI1 OFFICE r1 r " { Iz i, LAKEVILLE HOSPITAL k r y) LAKEVILLE,-MASS. 02346 t' ,u 3 a i :, Ix t, ,t t 'i .t r , YE LEPHONE - + f, c n `tjl e 6 '.° ' ' i:'x " `. ;'' '947.1060 I k tS ++ I,a 1 4 AREA CODE 617 t I ? 5 • V I t . hbl� Y i 3 ` e .. �, ,,I" 14 I1 , .+., +a ., February 214� 19' t : r , tt i Wayne A. Gi.lmare Inc. AE:. �ARr':�x0.$L��- l1t?surdle@':, Ietltsgo ! ,; t i : Box 717 ' Disposal-4-Mart and �,`kt�,Pi►ing , '3 F I > tiy�arinia+3, I�a+�a3arhu8etts Center Phae and fc the: k t ,} , 'IF S•S.Kresga Co., Rnute .13 , 72 37� Hyannia, Job No. « VL I. i t ,'c: I .t - - S ' t 1 a3ntlemen ' An engineer from the Division of uv�Y'AT1:par'31t®I. Health has exa�min, , ,t , a •` i + 3 :sere`disposal works installed at the above- =ad location and finds that, ,' t `' they bave been installed is accordance with the plans ap�rovr�d.,by thia� p-i," t ' 1 I =: ' ' ', ; in co=unications dated October 20, 1972 (Mass 1) and Nim-mber,29, 'Z97ZIPha se � . . ` I v , e .i, ^ '- 77,, rl ' r 'Very truly yours 'I ` { { , _ +sl i jt Vr, .t j 4 ' t t. ), i .ir ... .. S�'. t .. Y 1 t d . . ,`.,'Y I..,� %.j.! i . Jt. 3 PY�F M�. .I �YYW { 'kl ,,I:-A' i 4 i pp 4 .{ a :I t 61 V i i 1 £ £ �+ ? k e n k V r , a a k i {'�. y L i 4 ry S' ' 1 .+ ' .'4 F t a r ti �y�y� 4 + w ' } ' District Sanitary Engine ,k s j i'- '+ South}eas�tyern�<Healtj h Region ' ' ,r f"4 + £k ', I t r + Iae T � Vf •1�V� t /L t I f i l.: t •F I •i r t t -3 i , e _ , '�, e�lYillyp yAss. CihU L�® ,OL �1` t 1 4_ cep L,txd' " 7 £ '.FS + k' i , 1 t 4 hf -.-t[ '. 1 r }� i. I i -�i'; A� �►�JH d i , t v `� I" IiI42 Barnstable Board 8 H@6tlth ��y + _r; + t t F i, 'I.. , PI t` 1- '-i ' I''tL o�,n,,�Ldl�lly{�w ; .. y, j 5 'T tgglt '�,n5 tJ # {r ' N �`+en t•.i k ' f ;' >Hyanni8, aB sachusetts {, t t a 't}erk II4 s}ltyar�ttt 4t 4� '} tsr Y e i "♦ 1 r S t 4 , , 7 t, ^Y t } 'dry >, £l ,�1£ ° . ' r , - e Y �"1 ''i ii"'Y E �} } t t' ` '` ' ,Barnstable Gaunt Health De ,+i' t }Y x k s Y I rr 7.{ 'r ., ',..County CioluA Mouse 'i k t:.� - {t, '�'e iM _•`} �,t t a re'~ " r , t to Barnstr�bl@, M $S• �? { i d' to ��t l i f 1�e _. �� . . :+ fi}I 11 't, ;°�Y<�ij1' 'Garcia `� Hanack' & Richar4 �CuVED 4 ; t i 1 et , �;u ,. t' t , ngineering Corp. I r; x -? A, 75 Tarkiln Hill Road 5 ' 2 31973�s•° 11 t , l # , DZ+ew Bedford Mass. \ �, V , • GA�C1A: F!A£�ACtt F i ' I CO. 12 r a 4 / /J RI( aARD EN6 1 ' 5 a -i-l1,) ,I )i � � f / r •GI-�0(Z�OV11#1.� � .:Lrh,#,-�,K)tIz, -_0ar, 1 t t � 1, ty ii; ke ai. .4q, k F! !t y I ,, t t1 , .' t; , .� i e£ VI t ' 3 - 1. a t r tYi 3 c t"' t i A Fa 5 WJI'Li'C t .b-7. F•.)h�t�.b.1 _ _ - J YV, r�� , i I 3 F r ,i F k a,' Y ' ,,£, t g f '4 i , ., t, l , - r 'I 1 t i ,a ! nt 7 4 f s4} - '�pp dr a ,w^ y 'f r ( I`t , ', I, "� r ( I ;' r +:Fll ' +�'t nC k - f s f , - t .r r1 6 f i r { tl It v.� 'aE, - t I ', a YF ,1 } -.II pit "t (( , ,r� { I ! ', ti it . 3 , t { Y. 'i S .Lrl k� r ' £ x p., `,I t , , t I .{ A `.t�F t 11 } d 1 a - .., ,. I r I'{. rb xy., i 4 .I .,, t I t S.. f ''z 7t Iid , �_ � �! k at � � '}a,y I .i: 'b f_ t r,r ' •,,d•-;-i , -, y _�S.i:-S._ ._ , . -, -_ :-- .. _ T +''_, - nr �_..£. :+ k# 4.tati z t ti �i g � � � � �� +, � � � m - � r rG w r -- 00( r CT�r �..�jyF aF Cyl9l�M�c-ui� K- ............ carro�i��ir�� 02-1,10 clay 1, 1984 Walter R. Samuels, President Re: Capetown Plaza R&D Associates Hyannis, TMA 1133 Avenue of. the Americas New York, New York 10019 Dear Mr. Samuels: On October 15, 1984 new Hater Pollution Control regulations were published by the 'Secretary of 'State as Title 314 lof the Code .of Massachusetts Regulations (314 C11R) . . Discharges to the .ground waters are regulated by 314 CITR 5.00 We are enclosing copies of the new ground water, discharge application forms for you to .fill out for your wastewater facility at Capetown Plaza, Hyannis, Massachusetts so that you.may be in compliance with the .new regulations. Please file two copies of each application 'f_orm_ (Form '1 and GW=A) . Instructions for filling out the forms are also enclosed. Copies of ,the new regulations are available from the State House Bookstore, Room 116, State House, Boston, Massachusetts 02133, telephone (617) 727-2834. If after reviewing -the enclosed forms., you ,have .any questions please contact Mr. Clinton Watson of my staff at (617) 292=5693. Your prompt completion and submission of the enclosed forms is appreciated. Very truly yours,. Thomas C. McMahon Director T CM./CTJ wp Enclosures cc: DEQE,. Southeast Regional Office - Barnstable Health Department, 367 Hain Street, Hyannis, 14A 02601 Attn: Mr. Kelly ' 4 n August 28, 1978 Mr. Robert Fagn µ . k Environmental Quality Engineering` Lakeville Hospital 5 Lakeville Massachusetts: Dear Mr. 'Pagin Enclosed are copies of a 'letter and calculations for the so-called Dante, -septic system sent us :by GHR Engiri`eeringa. ° t " They`,did ,not indicate-in .their letter• that they had` sent y ` - .You this"'data. ;. g . og Y' The seatin rec riized b us for the. Cafe;:Desire is 200 'as , agreed to,by Mr. DeLeo from R'°& -D'.Management. Corporation .when,we approved,, the .beauty'parlor and:later the ..medicil Y center.. X In"addition, tY he seating capacity ;for.Cafe Desire was 230 , }..<. ° no,_,, t Q aas submitted by GHR.. =r . T would ;appreciate your. comments concerning "ese -calcu- lations: rw :Very. truly.'yours, :John M: `Kelly Director of. Publc`Health` JMK%mm encl. cc GHR'Engineerng 4_ R &..D Management . Pr August 9, 1978 CAPETOWN MALL, BARNSTABLE, MASS. So Called, "Dante Septic System" Original Design Capacity Calculations: Bottom (7 pits) (7v) (8)2 (2.0 gal/sf) = 2,814.9 Side (7 pits) (T() (16) (9.58) (2.0 gal/sf)r'= 6,741.6 9,556 gpd allowable Design Capacity by New Title V Criteria: Bottom (7 pits) (7r) (8)2 (1 gal/sf) = 1,407.4 Side (7 pits) (1)) (16) (9.58) (2.5 gal/sf) + 8,427.0 9,834 gpd Loading Calculations: (230 seat lounge) (35 gpd) = 8,050 gpd (4 doctor medical bldg.) (126 gal/doctor) 504 gpd (10,000 sf of dry goods) (5 gal/100 sf) = 500 gpd 9,054 gpd Li ® , IM 75 TARKILN HILL ROAD. NEW BEDFORD, MASSACHUSETTS 02745 • 617/995-5136 PILGRIM LAND SURVEY, INC. DIV. P.O. BOX 73, NO. PEMBROKE, MA. 02358• 617/826-6312 . PLEASE REPLY TO: New Bedford August 11, 1978 CL-7553 Barnstable Board of Health Town Offices Barnstable, Ma. 02630 Reference: Capetown Mall Gentlemen: In our August 8th letter to you concerning the Capetown Mall, we I proposed preserving the seating capacity of the Cafe Desire at 250 seats. There appears to be a better solution. In order. to assure that the septic system for the Cafe Desire, Piece Goods, Medical Center and"the bank,,,has adequate capacity, the following is' herebyrproposed: 1. The beauty parlor be .deleted from the plans. Only a dry- goods type shop is to be allowed in that space. 2. The Cafe Desire have its seating capacity adjusted. to 230 seats. This is the amount originally approved.: 3. The Medical Building and bank remain as presently approved. Calculations showing the adequacy of such an arrangement are en- closed. We look forward to your accepting this arrangement. If you have any questions, please do not hesitate to contact us. Sincerely yours, GHR ENGINEERING CORPORATION Richard J. Rheaume, P.E. RJR:dsw encl. MEMBER-CONSULTING ENGINEERS COUNCIL .1 # '$.� i ',#. ;. � r r :, ' + `'' f r i"Z!.y",>»,.y�tf�ta Lc P � r w+ �, /s.�,'E i�a,�w..�`IY >�„'�t r�""•-., t .^' Y 4 F ..1�•�!yr�4 ti ��l ,y• ��' e.r a^i.r.,a "" t a t. - -_ r#,a' r ' `{�� s � AA�...Z, s"{ ,r`'s � a . "t r.,w r'x 1 :z x.! k^ar ynz "r. .- } `� ¢, r.,• , / .. ..#r R 4 a. b }� ��` ty,f�'t Rrr•• t } ,i > e£°�4 ;y.N"'` '�,. �."k g"+XL += r'4,4 .y -)t 4'�(i T ^i •' �' r1 T { ». cnS� r 7 ! b ,� 5 �_c �lrdh, f r 1.,..,. � ..l -r9 E ! s„1 Y4 S ,a t. •�,. � $' � � ,�.,„� '� '� ` �4.a a k .�,.. �, "' ap y. ytA�l fiJ j61y�a 5t4 t a+y.P Y Ap.'. {• «M..; ,qyr'Star 5 1 ." y k ,.,4h i,.Y� ,. �' � �.; - �.-: ° 4 r .+,itr C. ' t. , 1133 AVENUE OF THE AMERICAS, 19TH FLQOR,'o NEW YORK, NEW YORPC 10036 0 (212) 391-8680 ?.at ifv� U Y �' t }`z,�i ' �P �« •f '* - 4+s, z -:+ �...•4.h 4..4? .. :.? + ., .` - r � r� 5.. .i` ✓ �, YH, r-r QrPR � ~4 ! f; {'� { ♦ Y r ` i .-, e, k S k l , C Y R y i August 2, 11978 , 4 T.�`t+ F .� ,!'"i ; !y-4 •d i � 1 .. , , .t rIt'1 r• .4+f.'�Y i! thrT '.1. r •_:'A .,./F,. e � - t� �t f.' ? I y; y ,J Mr, J Robert Cannon nons^Engineering• `Petrol and "Ind r ! F r eum' n ustrial Services " ,. n 350 Main 'St'reet r�rT66t Yarmouth (Cape Cod) , Mass 02673,�• !� d �,. '" x r a, t t ;'+ .. ��= ,+ l� }" i L �4� RE MOur 'Ref No FE `2 88 11 r ! �P r C-Mart ,#3g40 . :x F Y °Hyanril ,.' ''Massachusetts y � ,; 1F y ylrir ar, Mr C• On<. ei'. 4 ,r� ! � 4 •£ tr a - ann This aletterrwll`1 -constitute: C ce of 7 ac eptan !your proposal ;ti �da'ted -July' 28,:-`for •main`tenance of, the septic' systems at &� the above noted; sho 4 ppang center , « rbRt v i !� T v a dear i• it } p ., y w �. w ,r rr. ! �`�.. � ♦..�_. t ., � k ,,,.r f._:s 1•. •Y• s. ,:'4 r TnTe yagree �to: the' terms set forth{, in, your !letter for payment ' 4 services"x rendered #r 44 a ari4t !. r,We wa ll,'require' that th "s work` .P be done t twice a year, q abciutx May 20 and September20. n o ,q L�. +k, t. • i...a ',+ { + ta: r. Fy t z1M f n+' `-t+"•,kt"°a`` �", r L ) r F J ,_ ,Thanking ou in advance..-_. e d.,is _ y X r-`{t 1 lk-7 �'+ '� I t� •w` ,/: t, �� , 4 i IP.! � x i., ! � a F is 1 r r'f lrs.s: z 1.A •r m : ,:,� $ F _s. 9, A q Yours "'truly l ' l, l k < H ANNIS;,ASSOCIATES t; vy i ir Charles *Guerin �' y x nc r✓.xhw r.� r e " }" �¢ - cc.' Mr. Joe DeLeO r, HEALTH DEPARTMENT OF 13ARNSTABLE �.Ji•C X,y+`Wria- i 4' 5. 4 4A1` '�r+ -Y i' .y a� * .. y ->ti" r ' rr ••t }Y'Ft6�iT c�{�kt'�7 � 'or f.iry '�.., ' w .' ' ,i 'r t ,, 'C(}'` ..1 ,� '� ;y *•tom' u�'n• -,diw- a'-� . ' `s $p."Z> } Y �, '' i wly.�s ! i + r✓ 1 F f"f 7 y G r k:: 'oaf 1 r; h g y�i i( .r 1Vr 350.W1AIN STREET'.... N. �N. 4 i+ WEST YARMOUTM {• z ' * (CAPE COO),MASS.02613 i MASS TOLL FREE + 4. 1.0M352.7154` PETROLEUM AND INDUSTRIAL SERVICES , BRANCHES f =July :2S 1975 i BRIDGEWATER,MA55: tir 617-697.3344 WARREN;RHODE ISLAND 401.2454@683 Cape:'Mall; Hyannis', Ma. 02601' ,w. i ,ATTN Mr: DeLeo Sara We are pleased to submit to you our quotation for a ;. pumping,-an& removing all-.solids and grease `from r'septac isystems for Buildings ;1,, 3, 4,. 5; .and tµ,. r% -Mart;;(as sYiow`n. on T'lan CHR-1395 .:dated 7 6-27-72) ,' !• I ,,� ;,� � ejlncludn dum in fees for the Town of Barnstable P V .< for the amount of ,$2,850 m OQ r w , Terms a 's We require a' payment oft,00000 `upon t; suance .of your 'ord'er to proceed and . i,850.g0 ;� ' ';:30 d.ays�`after completion `of, this work. f ° n �� ?r•� `it Thank kyou for the opportunity to quote -and" trust ;i o.f,4,seririce: to' you., >, �• r fi rb, + ry f iY, s it y:{• db,:i.=rV...e,._ ru 'yours- .y r '¢ o ly 'CANNONS- ENGINEERING'CORP. u v:. 6be on y lo PETROLEUM TANK CLEANING-OIL SPILL SERVICE-VACTOR WET/DRY'MATERIAL HANDLING J " HYDROCARBON-RECYCLING&THERMAL EXTRACTION ' •3. r` 1133 AVENUE OF THE AMERICAS, 19TH FLOOR • NEW YORK, NEW YORK 10036 • (212) 391-8680 August 14, 1978 Mr. John M. Kelly Director of Public Health Board of Health Town of Barnstable 397 Main Street Hyannis, Massachusetts 02601 RE: Our Ref. No. FE-288 Capetown Plaza Hyannis, Massachusetts Letter of E.Q.E. 7/3/78 Dear Mr. Kelly: ItemLl . We have asked G.H.R. Engineering to compute the flow on system "Bz eliminating the Beauty Salon, so as the Town Allowance of 230 seats will be acceptable to the E.Q.E. The computations are being forwarded to Mr. Robert Fagan. Item 2 . We will comply. Item 3. We will comply. Item 4. Certifications of Alterations have been submitted by G.H.R. Engineering. Item 5 . An up to date Leasing Key Plan is attached. A sketchy, as built plan for sewage disposal facilities has been submitted. A more detailed plan is being prepared by G.H.R. Engineering and will be submitted upon completion. Item 6 . A directive for regular pumping of septic tanks and systems maintenance is attached.. -1- Page 2 Mr. John M. Kelly FE-288 August 14, 1978 Thank you for your understanding in this matter, and we look forward to a pleasant relationship in future dealings . Very truly yours, HYANNIS ASSOCIATES Mr. Joseph DeLeo Construction Manager JDL/tr cc: Dept. of Environmental Quality Engineering G.H.R. Engineering Corp. Mr. Walter R. Samuels Mr. Morris Furman Mr. Robert Murray Mr. Charles Guerin `I R `3 LEASE KEY PLAN 9/1 t/7$ CAPE TOWN PLAZA SHOPPING CENTER HYANNIS, , MASSACHUSETTS RESTAURANT SEWERAGE SQUARE. . No. TENANT t RSEATINGtT SYSTEM arCFOGTAGE4. 1 . International .House 102 A 2600 of Pancakes 2 . Desire' Disco 230 B 5000 3 . Piece Goods Shop B 6000 4 •lMe'di al�Group B 3440 4a �Vac nt B 1560 5. Hyannis Co-op Bank B C2:5r00 6. Commonwealth of Mass. Dept. of Motor Vehicle A 56-00 7 . WPLM A 660'2-• 8. Vacant A 2500, 9. Gloria Stevens A 2500 f � 10. Vacant A 2500 , 11. Vacant A 1500 12 . Vacant A 2000 13 . Vacant A 1500 • ' f 14. Family Entertainment A 3440 1516 ,- Pizzas & Subs 36 A 1500 K 16. Finast Market- A 25750 16a. i F Automotive,Parts°' «��' ;, A 3500 - 17 . Avco Financial Services J,Phase 1 2040 18. Le.isurewear d/.b/a Phase 1 3010 The Outlet t _ PAGE�D2- ,LEASE KEY PLAN CAPE`TOWN PLAZA SHOPPING 'CENTE'R HYANNIS, MASSACHUSETTS RESTAURANT ' W SEWERAGE '. .-SQUARE NO. TENANT SEATING SYSTEM FOOTAGE a l9. Dwyers News .;Service Thase 1 3750 20. Franchise Stores Realty Phase 1 1500 (Carve 1) d ' � �#� • w � r . 21 . Radio Shack Phase 1 2000 22 . Bavarian Haus 50 Phase 1 2300 23 . Outlet #2 Phase 1 2450 24 . Hobby Crafts Phase 1 ,' 1500 25 . Morton Shoe .Stores Phase 1 4200 26 . Hit or Miss Phase 1'. 4000 -_ v(Commonwealth Trading) 27 .. F�4yva Shoes Phase 1 4500 28. 2D Adams Drug Phase 1 4500 29. K-Mart 80 Phase 1 94500 30. Commonwealth of Mass. ?Phase 1 10000 -DES 31. GSA _Phase 1 1440. 32. Hyannis Cinema Cinema -New 9200 System TOTAL 4,600 t !r t ,. t S • •.;r r '. J ! f *` 9i ey 1 !j Cy Al x 1133 AVENUE OF THE AMERICAS, 19TH FLOOR a NEW YORK,`NEW YORK,10036 (212);391-8680 August 14, '1978 { Mr. J. Robert Cannon Cannons Engineering Corp. Petroleum and Industrial Services 350 MaintStreet { West. Yarrnouth (Cape Cod) , Mass. 02673 RE: Our Ref, No FE-288 Capetown Plaza t. Y Hyannis, Mass. "+ Dear Mr. Cannon: 41 E This letter will constitute acceptance of'.your proposal: dated .July 28 for, maintenance of.. the septic systems at the above noted shopping center. We�'agree to the terms set forth in your letteg ; for , payment of services- rendered. J. We will require that this work be done annually or1 ` s more often on. advisement from your. office. { 2. '-.We will ,require all grease ,traps to be 'cleaned quarterly. l 3 --we request you eheek•"each system,'and advise thi ' office of any malfunctions.': ` Thanking, you in advance r: Yours truly • r RIY"Igf$ A OCJ ES. encl. Charles Guerin CG/tr ` - `., cc: ' Mr. Joe DeLeo Health De artment of B�r_n tab e , CAPETOWN MALL SHOPPING CENTER FE-288 BARNSTABLE, MASS. (HYANNIS) (Restaurant Seating) Sq. Ft. 1. International House of Pancaks / o ')- 2600 2 . Desire Disco 5000 3. Piece Goods Shop 6000 4. Medical Group 4a. L2 rf - l 5'60 5. Hyannis Coop Bank 2500 6. Commonwealth of Mass. SZ1 b® Motor Vehicle Dept. 7. WPLM 8. Vacant 9. Gloria Stevens 2500 10. Vacant 2500 11. Vacant 1500 12. Vacant 2000 13. Vacant 1500 14. Family Entertainment 3440 15 . Pizzas & Subs G 1500 16. Finast Market 25750 16a. Automotive Parts 3500 17. A vco Financial Services 2040 18. Leisurewear d/b/a The Outlet 3010 19. Dwyers News Service 3750 20. Franchise Stores Realty (Carvel) 1500 +21. Radio Shack- 2000 ` S -2- Sq. Ft. 22. Bavarian Haus ��0 2300 23. Outlet #2 2450 24. Hobby Crafts 1500 25. Morton Shoe Stores 4200 26. Hit or Miss (Commonwealth Tradig) 4000 27. Fayva Shoes 4500 28. Adams Drug 4500 29. K mart 94500 30. Commonwealth of Mass. DES 10000 31. GSA 1440 32. Hyannis Cinema 9200 TOTAL: 224, 600 1 CAPETOWN MALL Hyannis, Mass. Phase I - Septic System Actual Meter Readings during summer g ng su (June, 1976) indicated a flow of 3,560 gal/day for Phase I system: Phase I - (General) - (3,560 gpd) (2.0 peaking factor) = 7,120 gpd Bavarian House = (100 seats) (35 gpd) = 3,500 gpd Proposed Beauty Parlor (100 gpd) (8 chairs) = 800 gpd Proposed Medical Center (126 gal/doctor) (4 doctors) = 504 gpd. 11,924 gpd* *Note: 12,280 gpd allowed REVISED COMPUTATIONS SHOWING ADEQUACY OF SEWAGE DISPOSAL SYSTEM FOR CAPETOWN MALL, BARNSTABLE, MASS. (So Called, "Dante Septic System") Design Capacity by Title V Criteria: Bottom (7 pits) (ir) (8)2 (1 gal/sf) = 1,407.4 Side (7 pits) (-,Y) (16) (9.58) (2.5 gal/sf) + 8,427.0 9,834 gpd Loading Calculations as Proposed: (250 seat lounge) (35 gpd) = 8,750 gpd (4 doctor medical bldg.) (126 gal/doctor) = 504 gpd (10,000 sf of dry goods) (5 gal/100 sf) = 500 gpd 9,754 gpd r No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01ppficatfon for Mtgooal *potem " ttort Vermit Application for a Permit to Construct( )Repair( Upgrade( )Abandon( ❑Complete System ❑Individual Components Location Address or Lot No. ,0 Name,Ad's drpsss Tel.d p. rr P t\t Assessor's Map/Parcel 90 g1tall is Name,Addgss,and No� � I , es ner's Name,Address�qd T�1.No. i f— (�GLj�— V�f e-5 e—v�✓1 1/ �rd(��ai✓��=p '' �t t nfJ Cf1 O GIL LA 2e _ Type of Building: ry-t m � Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when ap licable) C - ` v. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed P (Y� Date Application Approved by Date 2 y Application Disapproved following reasons Permit No. Date Issued 7 �a` �. ..r: .. 'f' .,.,s � ... .. ^ ;-,..... .+-� ,.. t _ -;� r ..� vrMT''� p-F,C-0�{�7y*c.'7ta i'+,,.n✓1++"r+14`�-z� .�.ak•i+-�`%r'V'ti-+'S..li'1Fj No. 717� Fee . �R Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for Oigool *p5tem Co tructton permit E Application for a Permit to Construct( )Repair( Upgrade( )Abandon( ❑Complete System ❑Individual Components r Location Address or Lot No. l O ne 's Name,A` .ss and Tel.N r 1,,� rro p ems/ 1 Assessor's Map/Parcel 1U � � �C� ' c� all COName,Ad s,and 1 No. / es ner's Name,Address rT 1.No. 1 ��- VV L 5 e,✓r� VC� I�CGca -a rl t wIch I'Y)a- Oz(,4J we rY Type of Building: to r�n c_t Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. f Plan Date Number of sheets Revision Date Title. Size of Septic Tank Type of S.A.S. Description of Soil ,Nature of Repairs or Alterations(Answer when ap licable) t r 11 t C 1 - f '. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certi&- `. cate of Compliance has been issued by this Board of Health. t) Z) L Signed �/�� 1" 1�� r T Date n) Application Approved by Date Application Disapproved rthe following reasons i Permit No. 9 ?I 14- Date Issued 7 r . THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( ) Repaired( )Upgraded ( ) i Abandd( )by ne at M 7 "0k- k 3'Z G v\A As has been constructed in accordance with the provisions of Title 5 and the for Disposal System Co ction Permit No. 2 dated c4 a-1✓^ 7. Installer Designer The issuance of this permit shall not be construed as a guarantee that the systeria will function a�/,,destjed= Date L,�^—� 'J Inspector /N — —/� ------------------ ------- —.—.-Fee co THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE} MASSACHUSETTS �Digpo5ar *pgfeut Cou5tructiou Vermtt Permission is hereby granted to Congct( )Repair( )Upgrade( )Abandon System located at �i downa 2 G C N". h C S S 4 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Constructio must be completed within three years of the date of this permit. Date: �- G'7 Approved by i q77— No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZtppYication for Miopoeal *pttem Cone;truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( /❑Complete System ❑Individual Components Location Address or Lot No. 1 , e� 1� 5"� Owner's Name,Addre d Tel.No. _ s }-I T► 1 Ir ✓O e--✓� r t Assessor's Map/Parcel ,0 �f�L�' SJT alleF's Name,A.ddres isd Tel.I�e� /� _� esitner's Name,Addrer an Tel No. I b �V� 1�0 r � 2i� Q-�'Y� 6 k lJl� n-2 LY_JC) 0c, — Co Type of Building: 1'rP`f1eX�� Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil " A . Nature of Repairs or Alterations( swer when applicable) �CU O G cVol Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. I Signed i, Date !D-419 7 Application Approved Date Z Y Application Disapproved for the following reasons Permit No. Date Issued Iq.•."";i J..lq;hW`Kk- .. -_.�` �.t"-" ° �.- ....-.t ...e , I. n + ''` :-,.i..:;S"m i`:..m�--yE„j.�� •s.�.v +.~i. ..r r:-aq'vs��'..vY'"`r,�i�_ ��i No. /-C� YYY 11 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes _�' PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS Application for Miopogal *pgtem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( /0 Complete System El Individual Components Location Address or Lot No. qeoj�v_), (_„ Ownlr's Name,Addrets f nd Tel.No.1 c� k t`t'G ea 5 CID Assessor's Map/Parcel �IT� A je 4c�. 0,0 `� gIntaller's Name,A ddress d Tel. Designer's Name,Address an Tel.No ram(+ Co �-Cf A C-c i�_drOa G 57 Type of Building: Cur n(y)-e*ckc( j Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title tt �- Size of Septic Tank Type of S.A.S. ~ Description of Soil /.; el/5; ature of Repairs or Alterations(Answer when applicable) t CL1 x Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. n ,,_' Signed -__ �" ' Date 4 9 Application Approved Date Application Disapproved for the following reasons Permit No. 27 ��1 Date Issued - -� w/ F �2 44 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS ,f Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abando d( )by at , has been constructed in accordance with the provisions of Title 5 Ind the for Disposal System Constru n Permit No. # dated -2 — Installer Designer .• The issuance of this permit shall not be construed as a guarantee that the system w ll flinF t on as designed. Date Ljr::::e Inspector ,ram / E_7 --------------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS igogar *p5tent Congtructionerntit Permission is hereby granted to Construct( Repair( )Upgrade( ) 1 andon System located at , 2, and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Constr ction must be completed within three years of the date of this permit. Date: Approved by No. � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pprication for Digomf �p etu Com6truction i3ermit Application for a Permit to Construct('Repair( )Up rade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Ow e 'I Name,Addresslarti Tel.No. Co C 1 ►/ renv so Assessor'sMap/Parcel 4ihe�c � YIe ©I?`• -4 S�— - �- I staller's Name,Adr�Vss, Tel.No. t ICA ner's Name,Addrgss and T c t W �0 .: n G 3 -e�V' 0.,+--)Gi n Jwt j ¢ fl e r + V VU e✓5�1--ems.r- .,mac( g� �Cco r I��►� 0.r t�3 G (�-1'i Type of Building: -L Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil isJA Nature of Repairs or Alterations(Answer when applicable) t i S�j < D_ o ' Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed ' '� Date a"4I -7 Application Approved by Date _;1_? Z Application Disapproved for the following reasons Permit No. ?'¢ `�P/ Date Issued -2 -- y 9 2 *..:.,,;,.,�.,r ,.t4" ..,-y - .t. - ,..a` f.- W'S .,!'•y K-�...tY`--w r,,� ''�..�..'-' e - ..i..ar'v LL .... •,��• .w. f• a �. - 4 , •ri'*A 1�q ry�_� +.rrrtiiral'1�:r1 AS+lt"Jdry�aMfaM�.M`ai +lr,. No. / —RIFee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[ppYication for �Digpoar *pg em Construction Permit Application for a Permit to Construct(Repair( )Up'rade( )Abandon( ) El Complete System ❑Individual Components Location Address or,Lot No. �� j Ow e 'j Name,Address Tel.No. I co 1 p1 ✓ Assessor's Map/Parcel ec� r1 018 w a►y Installer's Name,Address,a6e . n j }3 si ner's Name,Address and Tel-Nq. ne r-L.v w e Ca 5 KI C Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) s t' Gt,, ', Date last'inspected: Agreement: The undersigned.agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cateof Compliance has been issued b this Board of Health. P Y Signed �- A—� Date -9 Application Approved by 11 Date 2 f Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( ) Upgraded Abandoned( )by at r-fi - has been constructed in.accordance with the pro Lions of Title 5 and the for Disposal System Construction Permit No. � � dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the Syny,15tf willYfu crion as de tgnedel Date =� Inspector ,.A � s No. / c Fee C THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 1=igpoga1 *pztem Construction Permit Permission is hereby granted to Construct.( _)Repair(. )Upgrade( }Ab ndon '�^ System located at i and as described in the.above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Constructio must be completed within three years of the date of this permit Date: Approved b v P No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZIpprication for Digaaf *pztem n5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ❑Complete System O Individual Components Location Address or Lot No. t� Owner's Name Address and TpNo.Vr Assessor's Map/Parcel W e e � t 1-e-r 1 C)o Installer's Name,Address,and Tel.No. Desi ner's Name,A resd Tel.No F i Type of Building: O !o QS7 Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank { I Type of S.A.S. Description of Soil �V j t Nature of Repairs or Alterations(Answer whenapplicable) en S rYl I` Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed 1 Date 4A 9-7 Application Approved by Date a Application Disapproved for the following reasons Permit No.�`1�V Date Issued -2 y — 9 �,.aa,�. ,�.;�.c,A t=.'r�;+.�•,�.'«*v ran.-.=.t-v,.•-•.,,C.,,i Y.,.;i�.,.. �.c..o.,..l.... n..;,.4.� .�.;.-ra'i h« ,r-*�*r�'w,r�'""-'r'^'r-"."�-'�y„'L.r,;...-.w.rsy# ...-,..r.-r. - .ors r-c.Y,�..ar....v'-'�:�vti.rF,.r.^•°�' d 1 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for Migo!gar *pgtem C n6truction Permit /l Application for a Permit to Construct )Upgrade( Abandon El Complete System ❑Individual.Components PP ( .,)Repair(. ) Pg ( ) (� P Y Location Address or Lot No. 4>J Q Owner's Name Address and o.' ` r co Assessor's Map/Parcel. 1.,W�,.Q,i� f 1 �-e l'it Installer's Name,Address,and Tel.No. Desi ner's Name,Address d Te.No Q `' 1S "` P r1 (a t ay. t C Type of Building: 0 C Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow tom.i gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil l Nature of Repairs or Alterations(Answer when applicable) Cl t C. V LA Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system.in operation until a Certifi- cate of Compliance has been issued by this Board of Health: D `- Signed r� �--�`� � Date -)- 64 Application Approved by O Date _ Application Disapproved for the following reasons Permit No. Date Issued 0,:--^-7 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the.On-site Sewage Disposal System Constructed( ) Repaired( )Upgraded( ) Abandoned( )by at ?G 3Z, has been constructed in accordance csh.t rs with the provisions of tie 5 and the for Dis Cal S stem Construction Permit No. dated D — -L4 Ca. Installer Designer �" The issuance of this permit shall not be construed as a guarantee that the system will func ion as designed. Date �" '"" Inspector ,✓ �ll ---------------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS .PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS liopo6al *pgtem Con4truction Permit Permission is hereby granted to Cp nstruct( )Repair( )Upgr ae( )Abandon System located at o 2� f 3Z and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to 4' comply with Title 5 and the following local provisions or special conditions. 1 Provided: Construct' n m u) be completed within three years of the date of this permDate: 2.. Approved by URBAN ��RETAIL Fax:617-375-4482 Jan 7 2002 15:02 T P.01 V Four Copley Pl iV7�A ace Suite 401 Hoswa,Mmmbusew M11"501 617/2624" pax 617/375.4492 �►�• TELECOPIER COVER SHEET URBAN RETAIL PROPERTIES FOUR COPLEY PLAICE, SUITE 400 BOSTON, NiASSACHUSETTS 02116 Eastern Retaii Region Date: From: a John Bergh o Bob Oliver a Susan Cadieux a David Reiner u Paul Geddis o Michele Rental-Gallant 1X Dave Johnson a Rosemary Saviano a Melissa Masoian Teieph06e:617-262-6624 Teiefax:617-375-4482 PLEASE DELIVER THE FOLLOWING PAGES TO: Name. �� SY1c '��►'' - Film: Fax Number. We are transmitting{ )Pages. it you do not receive all the Pages indicated,Please call the sender. COMMENTS: L�- CONFIDENTIALITY NOTICE:ThiS massage is Mtended ONLY fw the wo of the indmduat or stiffly to which h le addressed and My contain Information that Is M1'*0d,confldentlel and exempt ftom&010sure under appllcebls law. !f the reader of this meaeap is not the intended rsoiptent,or the employee or agent reapom ble for delh eting the message to the intended ted0ent,you are hereby nofffied Chet any dissemination,deMbution or copying of this Communication is strictly prohibited. if you have received this Comm ovoetion in error.plena MW us immediately by telephone and return the 019inai message to us at the above address via U.S.Postal Service Thank you. a Rodamco North America Company � URBAN RETAIL Fax:617-375-4482 Jan 7 2002 15:02 P.02 �'R4Y "� c tdifl IdIng � e ni•' ,f in'n • ., a O at cbft im N en rt �► C l V ul ILLit .. awAz-,. 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A "'=a lb �'a r �+E ` - `. �r• L�AvV N - - .� 0 K.'D ;-r. AA,X. -.{/ +*� + ��,'' �, 1 "' +«� .;,. «i 3 Kam' s� k J 'f✓'1 t�4 ac'� v f -_ _... _ _-__ _— _ �/' J _ .4 450 "1* to r (-OUTLINE: OF Y440D FRAME i OF T05#,CCO DISPLAYER ESY r ! OTHF_R5..� 1 i b(z, rl � M755-30 TOFCAP M-753 -601, TIOP CAP ^ �'175'S 30 TOP CAP, i Y � (jM•792-8 � M-792-D CM-79Z-G M-7g2-B UM14mHT MAKLITE. UPfRIG"HT UrKIAHT d1�°+ PANELS *1087-X (l DARK WALNUT, FKONT f;'ANEL- PERFO ATEp. R�4R PANEL- ' SOLI D. (TYI-kQPAt.;) t HG-7o3-�c-L NG-703-L'C.R EL E VAT I 0 N f t � STAT N E f `Y - GAN DY I°�R -A nv S_T P1 T 1 :'D N E K Y - C.A 1�! Y A�,F. 6., _ A �AA ZI 6-0 G 674) TObAC GD G SITE 10.6 rJ -oil , 5-� T06ncc--cD COUNTEIK Id-6' _ ._.1._ •._ .._S'-0" �,,� �'- a" ^�1 OTHERS by OTHERS `cD3��' :R � Fi 710 __= I - — - i ,� — — -- -- ' ►� �++�- . �. a Ir; ,. `_� .L.l G^.'1�ESSEN HG-7o -A-3�" -RAW 14,! p AD..1, SN,'iti1TH* A1�`=L 5 50�;C' � r � pK C.A?r-SSCN e.OuNTNEK r 1 ItG;11REYTE ADJ. 5f{, W�TlI�c:7 PaNE�S-SQLtD �y Z WITH 511JK ! �A�'-�. Z F':_ ,P_' , �` FR',► T RRC-K Oo ( G4 I aACrFC i'SAC_K L PEaBDjA9D PltnNT WITM�SI 1K �! --- ` r- w n -- -- — - - __ 1 ,,4 : N - S1NK CUTOUT BY «_. -- - - -� -� _ t 40 •V' 'n441 �` s3 / r^ f- 4 i(� d ` M-79 •8- ---M-T92'E d 3 < OI o _ W Alen a 3 = 4 Al RNGK I N S C KT r I r U � t„L34� b^G RAc.K MsERT � rt uT CAe1 E CAKPMEL POP r M _ Z I tfI CA^"Kc� "' NUT (71 SPI.ttY F'C,F, ' , < < ,8. WUT DISPLAY oti, POP GARAHEf". - F:u , rl Y1 0 v N (� GO , I G OR N I G,�R N I G�R C.A`E C/. F t`? I Gor I Cof:u I` �,i iSt'LA`!1 �. N _ � V CASE CASE ��K GASE t; I 4 1 �.�" C 10-4__� 1- 1 w `v 2-4 A •'�• 1 1 1.4 _6 " _ �l 1 _ lo'-o+' ' 2 M I D W Y IMIDWAY \J \fR j©`I �. HAND Tf. FLOOR rLt-4,1 Kl �HT HAND TP I43 K i0 ��/ 1 � 7 4.-.. 4 N L G..... 1 6 ... n.,r '� r r 1 — i a E P',L_L K-MASTS MXCEPT S PE^ ',A ALt_ K-MI'1f:T5 �XGf=PT 51'EC.IAL. CONDITIONS I { f � ~ I i { 1 1 • REVis OKI5 - J.K, FIXTURE F Rf�. S. S. KRESG iXTU orvislorq COMPANY CONS I r\'UC T ION D PP'O'NIENT FORS � .i j '�E. IGATESr�FN TP` � '� �- I All August•,7, 1978 _ yrr•. Mr. :,Joseph DeLe6 . R & D Management' 1133•�Avenue ;of thP.�Americas � ` ' ��:,• ' `New'York,, New York ` a Deer, Mr4. - - eLeo � a You are reminded, that"prior to,. issuance of fan occupancy per { mit for the new'nmedical`center in: the4 CapeTown Mall, ,conditions one through six of,:.the,"letter ,written -you by a. , Environmental Quality:.,Engineer3nq; elated" July 3<,; 1978,E must' be compl ed=with as•.rstate'd iri 'our ;letter to .you-of`'July.;6, Y f 1978 r r' '-You are 'remanded 'that condition tine establishes,: a ^m'ax-imum seating caps:ity,,,:of b two .hundred {2p0) iseats, fob r the Cafe: ^. A Desire, _ All= Town' of Barnstable permits, will" 'reflect 200 d ; seats as the maximum ,number allowed in ' the Cafe` Desire. Ple, as® ,call .if ayou.,hdVe •questions: .. a. , - !. ' i fit,.. ',>` J. 1 ` tf ♦3.Y S. s Very. truly yours, John M, .Belly Director of .'p.ubl ``c Health ` • 4 , '1`.A .} s••P V 4• • F 'i s r -_.�i r. .. K-MART HOLDING TANK? JULY 16, 1996 On July 16, 1996 at 9:00 am, I met with Deborah Geden of Trammell-Crow Inc. at the K-Mart Auto Repair Garage. Gerry Dunning of the Health Dept. was not present. When I arrived the tanks were being pumped by Safety-Kleen. I observed that the tanks were separated by a cement wall and that the wall had a small opening at the corners of both top and bottom. The second of the two tanks had a discharge line about 1 ft. off the bottom on the south side of the pit. (see drawing) While the two tanks were being pumped, we opened the manhole about 50' away. This manhole was the common pit for the wastes from the garage and the movie theaters. At the time this pit was opened it was observed to be damp but, there was no flow present. After the tanks were empty and the cleanout line being charged with water, a flow was observed to be entering the pit. This demonstrated that the tanks are not sealed and therefor not holding facilities as thought. SOUTH NORTH FLOW-> FLOW-> CLEANOUT MANHOLE ,,"Z 1�"�rd i .:,' r t `t�'"'l , ' ..r {�.... t.;.,k a i,, r�4. t { + - r.-A ; "".+^A!; i Y }t .s„ r .�" e ' F o. ` d ,a i? ( t tyl d, " i .r„ a +'T *Po- '":,` h��F . ;, .s ''rd'i •.$j. !i ', '� s t Yy t S- L i i' t r ':� F 3 tiy S . tt i i. x i a' . .--f � y'o } • i , i yip. 1' _ . , S , y S 11 r•'�. "-2 �C�p� ' }r , ^t t f i O v •.i ! h v r .,r i ,l C .. Yr. S' e S ^ `9s+ a & N ,,� t F^itgi �Ia,, �i t4 ` 'r�•t. iy .t• s far ;.! o'' to�.� T ' {,, - t t " t•r .1.1 N Y x� _., it r '!4'` - .. r M :i+4 'k•` 'r `{. •} .'„ '. bn s4A�ti� i.. �. ,n 1. A r 7 ,s•k ,,,, S i� Y +t. w. Y -.`{ +ry., w, I : 7 . rr L. r ' i i • . 'l' It p" e ., i p,, '" �*" ° '�' e rl; eK t' •�� ' ..,..i�,� J #t#' } `" x� h Y 't..i i r# s r+ 1 .f rot ,., t "l e,vt �'`a ` s. ex1. q t - i. 1. i #'' Ir rTr, \ .. `r 'W ri ' y+ :s S ,; * Ff [.r ' r" 4 -p 4 1 i t •N.'� :9 x i F' �3h. .7•- t ., {: a' .", 1 # �. c w , 4:. t (( �" 4 ;� J �� ' , f :'l j #r♦ r ,', .r _ d� tw •s t {, k N l ` .y - aY4 ;r 3 b! i }.x .r r =+, , 2,. c ,ti 'i , ..� t , *.] i 9 S ' t,' <N,, !kFDeceimber. 5, I�85 r fs .Dir-- ` _' 6 , {, %c , . •ir` ' , r r ' . s f :h�rC { , s -.;,�f• 4'6c«:. �'h d , v 4: 1 ,,I 'e � %I � '"''C) .�x.4,�q tr . A a*.- �f.(' t� a " ~t L, '' y {tt '3+ " # i ro r tiF C c k� r '" ,4't M t' 5"�+l S• i ^C , L, "!,. f a cy ra y. r ,.,'T."ri # r. Sn j,,'�, r,, .. S. l .a. T ,Kr " -x « ' {,, r 4 sr' , r' i,. , i t F ry z 4,' 4' i �a J ir,rt` i. ,rr + Y4,cax` f jr�'.".F, *� $i .i•. ,+r ix l}`�r )SS9 t F " i r ,r :. Vsi C t ,i tr. y' ,. , t' ',4^ 4 r 1. ,v t. a , ✓ 4. " / i t tAki k , .f; f % i •�,, <', m ,' 4r b t r; t r• d.r q -1c- t "dry k s'r"'n' .v "+ '.c s f..a! ;' }, „,; + ,{#3 .4 * {'. t,'�; ,� ,s L, - , r.,,t ,, M .' ♦�i i7 .,ti� •r A � 3_`Mr Richard J :Rheaur P tE }'r;'•"a i 4'_�, L' *_VA �` to "I ; ff.j ••�� `�" t� , s.- t,, V. '•' -Chief Engineer/Vice President ,. 1 0 _} t ` 'f > rt �F" 1 r I'�',}r� �'•,' '� ,` , t a � � : ` ;}t `�r<{ � " GHR,'Engir eerin Assciciates, Inc . �, F w, ,, t . ,� 4 ,�'•;`r h r. F r, , �, 4' '•7.5 .TarkilniHifllRoad ` ,'� H x� ,., ; + , t t� 1 ; ... ,+ .g y 0. -,� Jt A,? .i #' 4S S$. s y,r + M i r ft it e 7 l. e 4r;kffr .s,t. r ;,New Bedford,,MA. 02745 �, i �1,?�. ,� . s y�'i .'' f ,� •.1 r r � i ,'" � 't 'x `�y - i' I`�'i •..? �+ �,S"'r"`'�+," �, � tf' � � .t'�i ,,'.4 ' S a r s � " . - r � , , dv' r, 4, . i , to 8 ,'tkr r t:._ J I' x '% .� k Re i Heartland'Expansitin, Capetown Mall, Hyannis " ;y 2 i s � "+ , . Z. ` �� v� xt + y.S 4� 1s ', �� ti ., ,La�a r rt:•-biti `•s r a,4,t'i3 '` .# .T y , # t s' r;�5�,4 t. " < *. :w i t t i t '� Dear•MI Itheaume `` 3 * w ' • I ,r ,t 4 A`i' , y. ,x - 2 S �l P, i{.,- x Z i ,A+.t. ` •+-,ti c t s` c- s'. is i yxs. t J s 3 c. •1 ,, .ia� a ''J 1 w M c ,r d s v.sr ri a`� rf t{ , ; N i' ;r ,' +y '' + 4 �-. .� + i` t{ ai 4:-' • 5. , '1b% 4 #+ ti y I'. f " "'�, Vo'- letter of December 3, 1985,; was received.; , f 6. a, %. wa 7�tyl(�,7hy^i1. }. S �, #t,9� i ; °i<'1',ry.`,,,-yt' �,-'T y. `4 r . _ k6. S . } r. (St .� r �.i "}. .'i ,40,t . Enclosed�is a,,copy of our Interim G oundwater`Protection'Wegulationl -� L `�`'� �-��' �.' � (~s'3,4 `'r r��r!w,,3y, 01: S s r5' ° , .y ro s l , Jr L "k,k. 1'P ' r x, .Heartland Supermarket,is aocated iri' one of,.ouri mOst,:'critical zones ofxeontribution:i` , • �-, ,; '',,, 4 ',,, � �Protection.o€ grpundwater is the nurmber one'priority.of the,Tow.n of I arnstoble `, ; r{ nth Sags it> ��4'6 `r,.r T r , / f.t a°, p i F'u a,'' � w £'° y... S"' ,t ,, j? ,x .:: t ;,... _ .. r ylt. �i �� s ft}' ,,I � IAhave tallied',to Frank Mezzaeapa, at the' Southeasteril'Regtonal office of tthe #�•' , �'` ` P x � ,,µ, .x V. 4 .,., ri , ,. , N, uxr},'yfi�101k-v P �` De a amen Of s S .1' .•.i - a', Pi .,o ' ".. ,. 4; p t ElYvironmen: 'Quality Engineering. Ii stated-that,D.E:Q:E does ' - '', .0 ioV,use,,a,'standard of,2500.* gellons` per ,day.:as design flow from.food ,stores ybut '; ^`,xS i t r`Y 4 ��' ba es the Plow` ate on'square footage,!number of employees and.type o€ operation.% - E.• :F, �- y y11 € 3 tiar T rv't4 e'l l �E t?tit tt a i ^ , 'a h r '.,s t'' C I I x MG* f I . ¢4 ,y �.:x. .1C •... i iy+,: 7 _4: R » .i-+.}4 "tx° t X " , *1 , kt'. ..• ♦ .,w �+ ', r" ,., ,f`; " "Youtalso'didl not ,provide your,•orginal design .flow =cakculations^ oi,,a'. plan 'of the ' i a,�i'M �k f:r;existing systerp .*1-',, ,:'y " + �.,# h , t ; �. t `. t ,y ft t* • J .F+ tSS`i t'. }r�..! Y tfy } }4 } ar {i ro S r ,y ' r t re r s{''-thS. •:€ x `'� t5 F•ti: j ' I. ,� �y ; ,{ p a; :ti �,+y '� s +y;( s d�ro yr, Y ,tFi, a �1..,,` ker,,, * •- •' 4_.,,`t,x� Y, �'I # r d%,_ N K ,: rt "�d tr ��" , The data submitted by you isr insufficient to•make pa udetermination :in regards to -t i µ,�% S:, ;g �� ,i t,u your p`ropose_d expansion. 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A i •} '� ,. -t rr " "i. +' t `� { a r:<e # 'r,i L. f •`�k. d _ ,, Ir 'r x. t- a .,`C r3••F' r #'. t 't' - 4 c f :,..., "` 1 . t •`� •�. w �• % S .,St,..,lit �5i,t. ry `.`,7 * y �,7i" tty. 46 u`.«..JB 0 +1 i w,,'4,f> f 9:��" ;`-: i , ��,,, 1,`4'. •h ,� ';, £#i � �f' :,.i S t' � 'sw a„' i..'t+# t y"t,.wr i`,. r",s. :5 v e:,.�a' }� r 1 t z L:s+""t ,/i• }f a' !.; ,� ,Jt; r .' r °r .' s ,.. .,' a {.' / ..``.•,ta 4 t.. ..eewwe ''�S'"',- Y , -' 1 }! ., fir• �,F a _ .1,} TjZ`it s 'i '`..ry" fq t:. � r .,r 't}:a ''P1y S'i,{,li �" 7�. i i ':4 � ,''' •4 , !� s+t`Y s i, i .: ,k ''f'- " r r V.r 3, �,�' '}'* ,l Alit, a r 1 +•.r" * *y. N. k e ,. r4�s t, •�, y y.+Dy,§,ti ,.r,r , , 't 4 i '8 , " i S a%! S E t; '" V ,, t3 y+.' ji' r+'fd i i�5, r }y x+. .r f;, a r-,t_Lt'' ' '� Y ! r , .. !' 4' .... q. f >,.3' .<<F l]�'r,,,.A..,,, s♦ F t{ fr t! E.F n;:++� •t" ti• F $ ' a w 0 S { :. a y. .'0 1. � 6Y x: ) 4 4 i� 1 ( '� '' ' 3 t •.1 J " ..;.N ._. ,1 r *-N r ".. a � i r r .., r K �� r •.zl•,1 S -.. .e .,C.r Y tx.rt,>.n"�..a.• .. i, .. -t.t-- 1,. , f e ^' .,,,-..,Y 4 ,s ,:' +A _ '>A.' ., =53 ri U U ENGINEERING ASSOCIATES,INC. ENG : 15 December 3rd, 1985 Mr. John Kelly, Director of Public Health P.O. Box 534 Hyannis, Massachusetts 02601 Reference: Heartland Expansion, Capetown Mall Dear Mr. Kelly: The purpose of this letter is to request approval by the Hyannis Board of Health for the proposed expansion of the Heartland Food Store located in the Capetown Mall. The project would consist of expanding the existing 31,970 SF food store to approximately 40,315 SF. The additional square footage would be the sum of a taking of existing retail store areas (approx. 5, 100 SF) plus the construction of an approximately 3,250 SF addi- tion at the rear of the existing building. It is proposed to replace some of the existing high water consumption fixtures with new low water consumption fixtures. We would like to note that increasing a food store size does not increase sewage flow proportionately. Indeed, in the past, D.E.Q.E. has used a standard of 2500 gallons per day (GPD) as the design flow from food. stores regardless of their size. Our own studies of actual water consumption from numerous existing food stores indicate that the proposed expansion would add less than 25 GPD (based on square footage) . Our proposal to install water saving devices on the existing water facilities will result in an actual net decrease in sewage flow. We have reviewed our original. design calculations, inspected the present use, and hereby certify that the proposed construction should not increase existing sewage flow or exceed design capacity. We have inspected the existing septic system and found it to be in proper working order. We therefore respectfully request that you notify the Barnstable Building Department that the proposed expansion is acceptable to you. Sincerely your , %^ RJR:mac Oichard J. R eaume, P.E. cc: Don Griffith, Chief Engineer/Vice-President Purity Supreme CIVIL ENGINEERING • ENVIRONMENTAL ASSESSMENT • HYDROGEOLOGY • LAB ANALYSIS • SURVEYING SEVENTY-FIVE TARKILN HILL ROAD, NEW BEDFORD, MASSACHUSETTS 02745 • 617/995-5136 OR 1-800/642-7532 GENERAL NOTES, REVISIONS BIo-PRM 1, INSTALLATION OF ALL TRADES SHALL CONFORM WITH LOCAL REQUIREMENTS, 12. MATERIAL NOT SPECIFICALLY SPECIFIED SHALL BE EQUAL IN QUALITY TO EXISTING MATERIAL OR LIKE Deco ewa me KIND: 2, CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND VERIFIED LOCAL REGULATIONS PRIOR TO SUBMITTING HIS BID,HE SHALL NOTIFY KMART PROJECT MANAGER OF ANY DISCREPANCIES OR 13.ALL EXISTING EQUIPMENT IS THE PROPERTY OF KMART CORPORATION AND SHALL NOT BE DISPOSED OF OMISSIONS PRIOR TO CONSTRUCTION, UNTIL SO DIRECTED BY THE KMART PROJECT REPRESENTATIVE.THIS EQUIPMENT INCLUDES BUT IS NOT 3, CONTRACTOR SHALL MAKE APPLICATIONS FOR AND PAY ALL FEES IN CONNECTION WITH ANY PERMITS, LIMITED TO HEATERS,LIGHTS,KITCHEN EQUIPMENT:STORE FIXTURES,ETC,DEMOLITION MATERIALS SUCH INSPECTIONS,TESTS,ETC„THAT MAY APPLICATIONS REQUIRED FOR THIS WORK AS CONCRETE BLOCKS,ELECTRICAL CONDUIT,PLUMBING PIPES,GYPSUM BOARD AND ETC,SHALL BE DISPOSED OF,EQUIPMENT SHALL BE REMOVED AND STORED ON SITE BY THE CONTRACTOR,IF DISPOSAL OF 4 GUARANTEE ALL WORKMANSHIP,MATERIAL AND PERFORMANCE FOR A PERIOD OF ONE(1)YEAR FROM THE EQUIPMENT IS NOT DESIGNATED OTHERWISE BY THE PROJECT REPRESENTATIVE,THE CONTRACTOR DATE OF ACCEPTANCE,(UNLESS OTHERWISE NOTED), SHALL DISPOSE OF THE EQUIPMENT AS DIRECTED, 14,CONTRACTOR IS RESPONSIBLE FOR TRASH REMOVAL AND KEEPING THE PROJECT CLEAN,AT ALL TIMES, 5,THE CONTRACTOR SHALL MAKE NO CHANGES FROM THE CONTRACT DOCUMENTS,CHANGES TO THE SCOPE OF WORK OR EXTRAS WHICH INVOLVE COST WILL NOT BE HONORED WITHOUT THE PRIOR APPROVAL 15,AT DEMOLITION OF WALL LOCATIONS,REMOVE ALL ANCHOR BOLTS FLUSH WITH FINISH FLOOR, OF THE KMART PROJECT REPRESENTATIVE,ANY CHANGES MADE WITHOUT PRIOR APPROVAL WILL BE 16,CONTRACTOR HAS THE OPTION TO USE WOOD STUDS IN LIEU OF METAL STUDS. REBUILT TO THE ORIGINAL CONDITION,AT THE CONTRACTOR'S EXPENSE, 6,THE CONTRACTOR AND SUBCONTRACTOR SHALL BE SUBJECT TO ALL KMART SECURITY POLICIES,KMART CORPORATION RESERVES THE RIGHT TO CONDUCT SECURI7INSPECTION, � •o z cd o� 7, ALL WORK SHALL BE PERFORMED WITH MINIMUM INTERFERENCE OF KMART OPERATIONS, O uj B. ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD WITH EXISTING CONDITIONS, W P4 M cd T 9,PATCH AND REPAIR ALL WALLS PRIOR TO PAINTING, Q M 10, REPLACE OR REPAIR ALL DAMAGED WORK IN AREAS AFFECTED BY DEMOLITION OR ALTERATION TO x y MATCH EXISTING ADJACENT, 11,ALL EXISTING FINISHES,SUCH AS FLOOR TILE,BASES,WAINSCOTS,WALL COVERINGS,CEILING TILE ETC, 1 TO REMAIN UNLESS OTHERWISE NOTED, BUILDING INFORMATION BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE M MECHANICAL CODE; MASSACHUSETTS STATE MECHANICAL CODE ELECTRICAL CODE; MASSACHUSETTS STATE ELECTRICAL CODE PLUMBING CODE; MASSACHUSETTS STATE PLUMBLINE CODE HANDICAP CODE; ARCHITECTURAL ACCESS REGULATIONS,CMR 521 ENERGY CODE; ASHRAE 90,1(MASSACHUSETTS STATE BUILDING CODE,ARTICLE 13 780 CM FIRE CODE: MASSACHUSETTS FIRE PREVENTION REGULATIONS,CMR 521 Cn �I CONSTRUCTION TYPE; IA-B L11 USE GROUP: 'W MERCANTILE(SECTION 309,IBC 2003) NUMBER OF STORIES; 1 2 HEIGHT OF STRUCTURE; 22-8" TOTAL EXISTING BUILDING AREA; 94,605 SO.FT Q TOTAL NEW BUILDING AREA; NONE CU) Q UNLIMITED AREA,BUILDING FULLY SPRINKLERED(SECTION 507,2) Q O MAX TRAVEL DISTANCE ALLOWED IS 250'(SECTION 1015.1.1,IBC 2003) G V 6 !� o r � r z I fi � _ z i � Q cur W Ito co w M CD _ r` ILLJ p gn y 1 1.t t v � peer a. aQj LIST OF DRAWINGS NO TITLES `O u 2006'M{srosaHCOIP•�2005 NA41EQ,anG�or6DT Ins. , K .. ,. "r F :t ;c HL yam, A-1 FLOOR PLAN ~''�� '®..4 coo NORTH A-2 FEATURE WALL AND ABANDONED PHARMACY DEMO PLANS c SITE LOCATION MAP co A-3 FOOD DEPARTMENT DEMO PLANS SCALE; NITS A-4 BEVERAGE CENTER PLANS& DETAILS z z SP-1 ARCHITECTURAL SPECIFICATIONS O 00 Q c cf ch co M-1 BEVERAGE CENTER PLANS, ELEVATIONS,DETAILS&SCHEDULES z M-2 PARTIAL FLOOR PLANS AND SECTIONS cr = cn LL ui wU � E-1 LIGHTING PLAN Y 0 z Lo z O E-2 POWER PLAN _ _ Cl) Q E 3 ENLARGED PLANS& DETAILS � o g Q E-4 ENLARGED PLANS & DETAILS Q co Lo U 2 j Project Arch)EnFeer. F-1 SALES AREA FIXTURE LAYOUT(REFERENCE ONLY) LARRYSCOTT Dremn: LARRY SCOTT Checked'. D-4 EXTERIOR PAINT FINISHES (REFERENCE ONLY) Date: NOVEMBER 28,2006 D-5 EXTERIOR SIGN ELEVATIONS (REFERENCE ONLY) Shot Her c VV 1, i. REVISIONS dwExs awnrs - CF{El6EP 12.21116 { I I i ADVERTISING' R T ISING OFFICE 1O7PERSONNEL OFFICE _ i!i IIi I BULK O CK OPEN 5n - IIIII - �Wym0 7• Im MEZZANINE PLAN coCE:1/16Ix - - - - - - - - - - LAYAWAY STOCK 134L9 -._.-._._.-.- _ .-.---._.-.-.-.-.-.- _.-.-.- v�. o Ef_------------¢-o---- IIIIIIII II!III I I-I--_------- ------------j-gO-- - -_-- -- _o❑- . *i�O-�✓��t.. -� ZJUUQy �ya § err ' U~��U QQVzzC_`'`> ) ❑ I MGR. GENERAL STAND PE SPACE uj OFFICE RQ U') BOILER ROM FAN LINE OF ME71 RETURN AIR CAS RS 4_ _. --} - - - - - - - - - - - - - - - - -- I SECURITY— GARDENSEC STCKh STOCK of I�_ FAvLYADA REMOVE EXISTING DOOR,DOUR HARDWARE AND DOOR FRAME,FILL IN bpEmmG WRH 3 Y,METAL EMPLOYEE STUDS WITH DRYWAL BOTH SIDES,FINISH TO YEE MATCH D(ISTG ADJACENT WAL LS,PAINT PER TCRE— PROJECT MANAGER D}RECTION. N CD OMEN �CZQ3Ic�-1 Oo LO' - CC)ER'R4FES WO4 LLU LAYAWAY ROOM LLO ______ 1349 SALES FLOOR CHUNG HFICM 1401 C-._ -.-- -._ _ _ E _- -.---------.----- _ - - - 31-21 ia� aCO b 0 33-2 No. n 332 STOCK O CLA ISTING RESTAUIRANT TO BE CLOSED AND NEW E E P CONVERTED TO S AREA.SEE PLANS TYPICAL.SE DETAIL ON � Yco12_3 ON SHEET _- --- -- --.- _ - - .-.-.-.-._.-._._ _ - -.-.---.-. F/7 G ._.-.-._ _._._._.- _. - -. _.-._._.- JA_ _ - FEATURLL TYPE IA(2) 0 TAR ATYPICAL.SEE RE -2, M a.11 �wz - - - - - - - - - -} - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- --- � DEMO EXISTING ABANDONED PHARMACY.SEE PLANS 3&4 ON M SHEET A-2 NEW BEVERAGE CENTER. (mD!(wQ=- L Do n SEE DETAIL 1 ON SHEET A-4, STOCK U � ) VESTIBU U Q— - - - - - - - - - - - - - - ---- -a21d1 H = � Y wLr) (n m U2 , 9 7 68 6 ( 6 7 55 2 5 4 45� 4 ARRY SCOTT 2 8, Cram NORTH LARRY SCOTT FLOOR PLAN Chea,: SCALE:1/16 1-0• Dale: NOVENIBER28,200 6 Shet No: A-1 It E f..1 1 REASONS ecoe+s Rmxrs�sw�n OE�EI£ER 12:v6 1 i 1 EXISTING UGHr FIXTURES. SEE ELECTR&L f 1 I 1 I 1 1 1 I 1 1 1 I 1 PROVIDE NE-W CEILING GRID AND ACOUSTIC TILE`NSTALL NEW VCT FLOORING.PATCH AND EPAIH EXISTING WALL AND PAINT }1( W'AL�PER PROJECT MANAGER DIRECTION t O NEW CEILING GRID THIS AREA 1 HE N CEILIJ 10 GRID THt AH A RDWARE PLUMBING FIXTURESAND EGG CRATE Cl CAP ALL UTILITIES BE L04N FLOOR,BEHIND WALL AND ABOVE CEILING4 F; AS REQUIRED.PREP FLOOR TO RECEIVE I O w. NEW'FLOOR TILE. M f2 c6 i I I I I I I I I I I I I ¢ I I Q ch < - ILL, I i I I I i I I I I I I I I--��—i — +--�— t--i —�--I —'I--f---I--t —"I--t— ( F s k esTil TURFS, S EE F _ I I I I I I I I I I I I I I I I I o 10 — �� I I I I I I I I I I I I I I LU � � � `�X a� < � •� Z - - I f a d t 5 ABANDONED PHARMACY DEMO PLAN —) 4 NEW CEILING PLAN 0 P•, SCALE: IA=1-0' A•i SCALP: 1;4=1-0' ui I 0 ( cn w a � Q w cn o o Q ¢o o LIGHT GAGE STRUCTURAL TOP OF WALL-INSTALL < (n METAL CORNER BEAD,TAPE `1� TRACK AND BOX BEAM AT TOP BOX BEAM AT TOP OF WALL, m ' V 1'-1"PAINTED BAND(SEE KMART Ni OF WALL AND PLASTER-PAINT TO ,,i L DRAWINGS FOR PAINT COLOR AND MATCH BAND BELOW. CONNECT TO HSS 3 x 3 x T FOR Q O bi1N.2W# Q SPECIFICATIONS -- — — — — — — — — — — — ——— — — — — — - — — — — — — — — — — — -- —— — — — —— — — — — — LIGHT GAGE STRUCTURAL Q = z - - - - - - - - - - - - - - - - - - -- - - - - - - - - TRACK 362 T200.33,CONNECT J Q TO HSS 3 x 3 x+1 FOR MIN,201 _J Q C CID PAINT LINE I ( I 1(2'GYPSUM BOARD M co (PAINT)ON 3 5/8 h 1 METAL 1121 GYPSUM BOARDS AT 16"O.C. STUD (PAINT}ON 3 5/8"METAL } STUDS AT 1611 O.C, = w L HORQONTIL BRIDGING AT 48"OC Q II � FACE OF END WALL BEYOND TAPE,SPACKLE,SAND AND PRIME PAINT GYP BOARD BEHIND FIXTURES(BOTH - P SIDES OF WALL}, PLANT EXPOSED AREAS - t E C C � NOT COVERED BY FIXTURES OR I i PROTECTIVE WALL COVERING. I I 1/2"PLYWOOD TO 48"AFF AND 112" GYPSUM BOARD ABOVE ON 3 5/611 METAL STUDS AT 16°O.C.WITH 46"HIGH PROTECTIVE WALL COVERING, (TOP AT 49 AFF.)WALL COVERING AND TRIM TO BE FURNISHED AND INSTALLED d0. 30530 BY CONTRACTOR.SEE K.MAPT 11i n DRAWINGS FOR MATERIAL STEEL TUBE 1"/ALL SUPPORT ( SPECIFICATIONS. PICAL AT BOTH ENDS, O �L FULL HEIGHT OF WALL "SEE SHEET A-1 FOR DIMENSION AANCHOR BOTTOM TRACK w O CONCRETE FLOOR @ m 1 32'O.C. I �e 2 SECTION z A TYPICAL ELEVATION EXPANSION ANCHOR X-WALL TRACK TO A-2 SG1LE: 3l4 =1k1 z A2 _ FLOOR USING?00 POWER STUD W/2 U"AlF' "4 1.8 a'MIN,EMB,BY POWER FASTENERS 1J2°PLYWOOD TO48"AFF ANDI/2" 1/2'PLYWOOD TO481 AFF AND I/2' � Q GYPS'11A BOARD ABOVE ON 3 5/8 METAL GYPSUM BOARD ABOVE ON 3 5/8"METAL METAL STUDS SECURE TO 1/2'GYP BOARD EACH SIDE CO lr STUDS AT 16"O,C,WITH STUDS AT 16"O.C.WITH STEEL TUBE n 24"C.C. 2LD' DO DO 48"HIGH PROTECTIVE WALL COVERING, 46'HIGH PROTECTIVE WALL COVERNG, (TOP AT 49'AFF,)WALL COVERING AND (TOP AT 49'AFF)WALL COVERING AND EQUAL EQUAL z TRIM TO BE FURNISHED AND INSTALLED TRIM TO BE FURNISHED AND INSTALLED Q w BY CONTRACTOR,SEE KMART ID' BY CONTRACTOR,SEE KMART 11 1 liV 71 (I� m DRAWINGS FOR MATERIAL DRAWINGS FOR MATERIAL - _ (n SPECIFICATIONS.TYPICAL AT BOTH ENDS, 1/2'GYPSUM BOARD(PAINT)ON SPECIFICATIONS,TYPICAL AT BOTH ENDS, ?� U L 3 5/811 METAL STUDS AT 16"O.C. --�— w o "dLlt w a m ci) I H Y z— 0 z � u, � L UZQOF- = 1 0 0 + r r 3"x 3"x 1/4'STEEL.TUBE SUPPORT tLu� O O (FULL HEIGHT)WELDED TO""8" aia L. _ Y Q - STEEL BASE PLATE BELOW'. -_ _ (n ' =� .ANCHOR BASE PLATE TO U W CV g Q y CONCRETE FLOOR WITH 4-5/18'0 � WEDGE ANCHORS WITH 3 L)'ill Q U w BY POWER FASTENERS(ONE.EACH {{{ (2 REQUIRED) An RIDE} Project Arch,.En eer, LARRY SCOTT 2 x 4 VERTICAL FULL HEIGHT, DETAIL Drae LARRY SCOTT f TYPICAL.AT WING WALL ENDS. - A°EQUAL EQUAL EQUAL SCALE:3' -11-0" Checked: Date; 1 FEATURE WALL PLAN SECTION NOVEMBER 28,2006 A-1 SCALE: a4=,-0' FEATURE WALL DETAILS Sir i All REVISIONS BWERSM S 10 l y) 10 ^ oEcaaEAla%e 7 ( EXISTING LIGHT FIXTURES.SEE FINISH NOTES: ELECTRICAL CEILING:REMOVE EXISTING OPEN GRID 2 X 2 SUSPENDED + I DECCRATIVE GRID. REMOVE LOWER CEILINGS IN FOOD PREP AREAS. XISTING SALES AREA CONTINUE EXISTING SALES AREA CEILING INTO CONVERTED SALES EXISTING SALES AREA AREA,PATCH,REPAIR AND INSTALL NEW GRID AND TILE AS NEEDED, NEW TILE AND GRID TO MATCH EXISTING, I FLOOR: REMOVE FOOD DEPARTMENT SEATING AREA TILE AND FOOD it PREP AREA TILE COMPLETELY AND REPLACE WITH NEW VINYL COMPOSITION TILE TO MATCH SALES AREA, I WALLS:REMOVE ALL WALL FINISHES INCLUDING FURRING.FINAL EXISTING SUSPENDED EXPOSED SURFACE TO BE PATCHED AND PAINTED FLOOR TO ACOUSTICAL FALES AREA CEILING CE ILING.NG. CD TILE TO REN (140'A,F,F.) z Z F JEW CEI NG TILEN S A PEND GRID E YSTEM 0 MATH IS NG EXISTING FULL HEIGHT EXISTING LOW WALL AND DROP PARTITIONS TO BE REMOVED ABOVE TO BE REMOVED, r ------------------- �— L --F- r__T� T I I I T I 1 r y EXISTING II i I 1 ELECTRICAL PA nII— J I % '»•� �! STOCKROOM rt I I— T III 0 k<` I I I A-4 I I I I � -I- � -III - - -1 -I- L _I -I I p �y ', FDC URES SEE T x y S W EXISTING SERVING LINE FOOD EOMME14T TO BE REMOVED, -I— I— EXISTING BUILDING - �''° EXISTING BULGING M 4 SEE MECHAt9CALAND I— I I I I I I I I I I COLUMN ` '` " COLUMN x ELECTRICAL DRAWINGS, r rt -1 11 I I _I_ I L � _I_ L .LJ. _I II � b v -I I W I— EXISTING FOOD is kt PAR ENT I I _ L -1 -1- � s TING AREA T- T- � fi -I�� W / , m a i g + EXISTING UGHT FIXTURES.SEE 4-- -4 -I- 4- --4 -I-I 4 z a g ELECTRICAL t L -L —1 —I J I EXISTING SALES AREA N i x � � 1 REMOVE EXISTING DROP I I EXISTING DROP WALLABOVE TO BE WALL AND SOFFIT,FRYER I —I- I T I REMOVED ABOVE EXISTING SALES 'a ,� AND GRILL EXHAUST HOODS. —1 I .�} I r AREA CEILING, 'u z �' w , L— I I I I I EXISTING SALES AREA _ _ _ _4- -4 —I— � � -4 —I-1Itee Algl;wK w I _ I I I I I I I I —I JI � U x i r� •4^` c _ i n ai v RE Z Q � 4 -I- �- - I_ I I _II T7ni- 1- T -f I Ii II �� L - -I- I- - SUPPLY AIR a a t — — — — — — — — — — — — — — — Q REGISTERS t;LL .r _© L O 7� T �� MECHANI L O /� ol MOVE STINd WALL NLSHES I I I I I— I I —I — I�I I I Lu z D FUR NG FL ORTO DUNG EXISTI FUL HEIGH "� s - s a Y I Z QQ yI A�JD PRE ARE FACE fJR PPll�f, I I I I PARTI O BE REMOVED I I I �. I Q O FNI k ONST P(ilNT FU L HEIG IT, L ROOF LI.J7 = Z L � —I ��IIIII! II- - 1 -- - - - - - - - - - - - - - - - o EXI NG ERVI E IZEd I I I I -I- a- -1- - I-I I o _ DES AR - - - - - - - -I- 00 m Co L— t— T t— �I I I _I_ I I _I —I II + — - - - - - I Lu ND FURRING FLOOR TO CEILING I 'ND PRIPARE SURFACE�OR RA1fIR, I III I I I I I I I _ 6 PAINT F LL HEIGHHT, II I I ,� - e '` EXISTING ROOF M UNTED POWEREXHAUSTANDS Q iI 0 BE RFA REMOVED ROOFPLY�CURB 0Of D _ON MEC ICAL D G. O . s. DTILOPENING MEEHfNIC D.RANIIN NEW EXISTING Ll — B I PARAPET � p 1 FOOD DEPT,DEMO PLAN �� ; Et � r. ^V7 SCALE 1!4r=1� 2 NEW SALES AREA CEILING PLAN 3 PARTIAL ROOM DETAILS L� A-1 VLE! 1141=1Wr A-1 SCP1E: IP6=1-0r Io JCF1M Tnrt 6 Lu mec G Z j Z O 00 v Of cy1 00 t _ W Cc rA i U IW— Lu — I— Co UYQ02 W Z ~ 2 � Y Q 2 � mrr Cn < Co Lo C) P ogect Arch l Engineer. LARRY SCOTT Draw, LARRY SCOTT Checked: Date: Tl NOVEMBER 28,2006 Sheet No: A-3 LL REVISIONS elDDers Raurs DEEIIMR 1;M I t 1 I{{EE 4 f 4 I t{ I .O CA GENERAL.NOTES ———— 1)BLACK ACM(ALUMINUM COMPOSITE MATERIAL)CONSTRUCTED TOE BASE m C d 2)BLACK ACM CONSTRUCTED BASE CABINET-CUSTOMER SIDE WOOD I I EXISTING SALES AREA � M 9 FINISH.FORMICA 7813.58 CARDBOARD SOUDZ I I SUSPENDED LAY IN 3)STAINLESS STEEL COUNTERTOP'NITH 411 BACKSPLASH AND REAR 4H I I ACOUSTICAL TILE CEILING W Cl) TROUGH FOR ELECTRICAL&PLUMBING I O © O O I EXISTING CMU x 4)BLACK VINYL COVE MOULDING ON SIDES OF UNIT,SIUCONED TO FLOOR O WALL 5)STAINLESS STEEL PADDLE LATCHES FLUSH-MOUNTED ON ALL CABINET DOORS,&EUROPEAN HINGES VENDOR SUPPLIED EQUIPMENT: 1)18"HIGH X 1111 WI DE PLASTIC TRASH CAN 2)ALL GRAPHICS FOR CANOPY �/T ' A UNE OF OVERHEAD CANOPY EQUIPMENT SUPPLIED BY OTHERS; CHASE BEYOND FIXTURE PLAN NJ„MOLDING ELECTRICAL AND PLUMBING F O ICEE MACHINE MODEL 553 D SCALE' 1/2 -P-01 4 OPEPSI MACHINE - PAINTABOVE O 81•01 A.F.F. BUM"LIOUID COFFEE MAKER I ®ICEE DUAL CUP DISPENSER(MOUNTED TO CHECKOUT LIGHT POLES) (TOMLINSON)W/811 X 81 GRAPHIC FIBERGLASS REINFORCED OVERHEAD CANOPY _____ PANELING(WAINSCOT 81.01 HIGH) O5 PEPSI CUP DISPENSER r , r ) AND TRIM ON ALL WALL I I I i SURFACES _ j( LID DISPENSER O 20"x 1311 x 2311 NLOWHP(FSI)CONDIMENT DISPENSER O 11211 GYP BOARD(EACH SIDE)ON 3 51811 METAL PREFABRICATED(3) ®ALL BIBS,BIB RACKS,CO2 TANKS,CARBONATORS,PUMPS,PLUMBING .FRAMING AT 1611 DC COMPARTMENT S,S.SINK W/ w DRAO ICE MAKER O O SEE MECHANICAL, EACH SIDE. SEE MECHAt�',AL, ui 4 9129 J O41 HIGH SEAMLESS 3 5/8r METAL Z VINYL BASE WITH STUD V 8 E3 Li El TRASH CHUTE MINIMUM 3/811 RAMS 8 2 x 4 STUD - w Q b EXISTING FINISHED FLOOR © i/2��GYPSUlM � ¢ O V BOARD 411 HIGH SEAMLESS U) C N - --------------------- VINYL COVED BASE g FIXTURE ELEVATIONS z I .AA SCALE: 1:21 =,-0I Q O I DETAIL w_ z j z A SCALE: ,ur Z = 2 SECTION AT SINK AREA w � � A-4 SCALE', 0 -1L01 U (p 00 w M I w i W FINISH NOTE: m CEILING NOTE; - FRP;MARLITE P-100 IWH1TE1(MATCHING DMDFR/EDGE STRIPS,MOLDINGS ETC,) REPLACE EXISTING CEUNG TILES IN AREA DIRECTLY ABOVE - NEWBEVERAGECENTEREOUALTOORGREATERTHANTHE SEAMLESSVI14YL MANNINGTON COMMERCIAL ASSURANCE 1,SLIP RETARDANT NB4'FLOOR FWJSH(7Linx 22-01).NEW Cl3JHG TLE TO BE SHEET VINYL(3/3211)#16327°COFFEE(, ,A_ LOCAL HEALTH DEPARTMENT APPROVED WASHABLE TILE. , t /, REPLACE EXISTING CEILING TILES ABOVE 221-011 MINIMUM SEAMLESS VINYL FLOORING WITH LOCAL HEALTH DEPARTMENT APPROVED - 2.3L01x6�•6�h:1 3/411 FLUSH ( ) NVASHABLEI TILES NOTE:..CUT EXISTING VINYL TILE FLOORING TO NEAREST FULL.LLTILE H,M„DOOR AND FRAME OMIT FLOORING UNDER BEVERAGE STATIONff A-4 BOARD M PULL(HANDLE ANDR HINGES, k � CMU BEYOND(PAIIM — PAINTED ADJUSTABLE BALL CATCH AT A!? 3� 7 1 ° . ——————— TOPOFDOOR. N !pp 1 W o c� ; P}, ) ADJUSTABLE A B z O, BALL CATCH AT i F TOP OF DOOR. _ @ 2 A-4 A-0 NEW BEVERAGE c �,. A•4 CENTER FURNISHED OO .. ��? ,,Y,�3 _* (p --------- ---- BY KMART CONTRACTOR F ' — c7 ———— BY CDNTRACTOR O - g"` * CD III HIGH LETTERS S g 43EVERAGE CENTER SINK ROOM TI v O EMPLOYEES ONLYo FLOOR;SEAMLESS VINYL I iI II II w Z L1J S I (I WALLS;FRP FLOOR TO O t Z N SIGN ON BOTH DOORS 81-OrA.F.F.PAINT ABOVE z 3 s 4 I I �I I �, �; -0 (�• lu OZF LOCATE AT 54°A.F.F. z llvr� o`° ?g5 6�- z HAND SINK Q -SEE MECHAMCAL " Lw Z w o O ® ® 02® ———————— pk CO Q co CO b I I III III III 1 I I D II I D D I I I D D III D I TREATMENT SURFACE t iv p TOEBB•0 AF,FflBESHWDOOR z W I PAPER TOWEL RACY.AND 4 MECH UELECL f SOAP DISPENSER MOUNT 4y p• n q' 1 (CHASE BEVERAGE CENTER ONLY -- --- 40"A,FF,ABOVE HAND 10% _ (n SINK FURNISHED BY ULLJ Imo— BEVERAGE STATION KMART CONTRACTOR LED BY gi,gl 9U61/4°(COUNTER) 3�•0°MINIMUM LEI FURNISHED BY KMARTONTRACTORLLJ INSTALLED BY GENERAL CONTRACTOR 4n HIGH SEAMLESS VINYL H.M.HM DOOR AND FRAME 1 gi• o 0 U) o (PAINT) z RADIUSBASE ryTH(TYPICAL)UM 3/8 Y z O PREFABRICATED(3)COMPARTMENT U z Q � _ SS,SINK W/DRAINBOARDS EACH W W u) L) A ELEVATION - SIDE,SEE MECHAMOALSPEC, PLAN - ~ = CoY Q A-0 SCALE; W -R0' SCALE; 1/2' •1'-0' co_ a- CQ Q U) LC) U roect Arch.1 Engineer: LARRY SCOTT _ Drawn: LARRY SCOTT Checked; NO Date: VEMBER 28,2006 Sheet Nu; A-4- F REVISIONS .�� RI ARCHITECTURAL SPECIFICATIONS M BOPp SECTION 05400 SECTION 06200 SECTION 09260 SECTION 09510 SECTION 09650 SECTION 09900 COLD FORMED METAL FRAMING FINISH CARPENTRY GYPSUM BOARD SYSTEMS SUSPENDED ACOUSTIC CEILINGS RESILIENT TILE FLOORING PAINTING PRODUCTS PRODUCTS QUALITY ASSURANCE QUALITY ASSURANCE A,DO NOT INSTALL RESILIENT FLOORING OVER FLOORS THAT HAVE BEEN GENERAL METAL FRAMING MATERIALS A.FIRE-RESISTANCE RATINGS:WHERE INDICATED,FURNISH MATERIALS A.ACOUSTIC CEILING PANELS AND TILE SHALL MEET THE REQUIREMENTS TREATED WITH CHEMICAL COMPOUNDS,SUCH AS SEALERS AND A.PAINTING OF PHYSICAL HAZARDS AND PROTECTIVE,FIREFIGHTING AND OF FEDERAL SPECIFICATIONS SS-5.118A,CLASS 25 NONCOMBUSTIBLE HARDENERS,WITHOUT A GUARANTY FROM THE GENERAL CONTRACTOR SAFETY EQUIPMENT SHALLCOMPLY WITH THE OCCUPATIONAL SAFETY A.SYSTEM COMPONENTS A,DIMENSION AND BOARD LUMBER SHALL BE DOUGLAS FIR OR PINE, AND CONSTRUCTION WHICH ARE IDENTICAL TO THOSE OF ASSEMBLIES 1,FURNISH MANUFACTURERS STANDARD STEELRUNNERS(TRACKS), MAXIMUM ALLOWABLE MOISTURE CONTENT SHALL BE 12%. WHOSE FIRE RESISTANCE RATING COMPLIES WITH REQUIREMENTS OF AND SHALL BE CLASSIFIED BY UNDERWPJTERS�LABORATORIES,INC„ THAT COMPOUNDS USED A THE CONCRETE ARE NOT DETPoMENTALTO AND HEALTH ACT(OSHA).COLORS SHALL COMPLY 3-1. AMEPoCAN BLOCKING,UNTELS,CUP ANGLES,SHOES,REINFORCEMENTS, 1,APPEARANCE FRAMING(2°TO 4°THICK,20AND WIDER)SHALL BE UNDERWRITERS LABORATORIES(UU, UNDER HAZARD CLASSIFICATION FOR A FLAME SPREAD OF 0.25, ADHESION OF FLOORING MATERIALS. NATIONAL STANDARDS INSTITUTE PAMPHLET AN51 Z53-1 FASTENERS,AND ACCESSORIES AS RECOMMENDED BY DOUGLAS FIR,S4S,140.1/APPEARANCE. - B.ALL SURFACES TO RECEIVE RESIDENT FLOORING FINISHES SHALL BE JOBCONDITIONS MANUFACTURER FOR APPLICATIONS INDICATED,AS NEEDED TO 2,BOARDS(10 THICK,2°AND WIDER)SHALL BE DOUGLAS RR OR PINE, PRODUCTS PRODUCTS FURNISH A COMPLETE METAL FRAMING SYSTEM, S4S,SUPERIOR OR BETTER, MATERIALS .MATERIAL DRY.CLEAN AND SMOOTH. A.WHEN SURFACE TEMPERATURE IS BELOW 50"F,DO NOT APPLY ANY URFA A.GYPSUM BOARD FOR WALLS SHALL BE 1/21 THICK TAPERED EDGE A.ACOUSTIC CEILING PANELS SHALL BE MINERAL FIBER 241X 481X 5/811 OR PAINT OR FINISHING MATERIAL UNLESS OTHERWISE SPECIFIED, DO NOT B.MATERIALS AND FINISHES B.PLYWOOD SHELVING,COUNTER TOPS,ETC„SHALL BE 1/211 AND 3/411 GYPSUM PANELS. 2411 X 24^X 5/8#,WITH A MATTE OR STIPPLED FINISH.SEE DRAWINGS PAINT EXTERIOR SURFACES IMMEDIATELY FOLLOWING RAIN OR UNTIL FOR LOCATION, 2.PRODUCTS FROST,DEW OR CONDENSATION HAS EVAPORATED.SURFACES SHALL BE 1.FABRICATE METAL FRAMING COMPONENTS OF CORROSION GROUP 1 APA A-B,INTERIOR, 2.1 MATERIALS RESISTANT STRUCTURAL QUALITY STEEL SHEET,STEEL STUDS B.GYPSUM BOARD FOR CEILINGS SHALL BE 1/21 THICK TAPERED EDGE TESTED WITH MOISTURE METER BEFORE PROCEEDING, SHALL CONFORM TO ASTM A446,GRADE A,WITH A MINIMUM YIELD C.HARDWOOD NOSING AND TRIM SHALL BE NATURAL BIRCH OR POPLAR. B.LAY-IN CEILING SYSTEM SHALL CONSIST OF FORMED DOUBLE WEB A.RESILIENT FLOOR TILE SHALL BE VINYL COMPOSITION TILE AL GAUGE POINT OF 33KS1 FOR 18 AND 20 GAUGE;GRADE D WITH A MINIMUM GYPSUM PANELS. RESISTANT ST PATTERN SHALL BE FULL THICKNESS OF TILE.TILE SHALL BE STEEL MAIN BEAMS AND CROSS TEES,CONFORMING TO ASTIM C•635 PRODUCT YIELD POINT OF 50 KS FOR 12.14 AND 16 GAUGE.UNLESS SHOWN D.MISCELLANEOUS HARDWARE ANGLES BRACKETS,FASTENERS SHALL C.WATER RESISTANT GYPSUM BOARD SUBSTRATE FOR APPLICATION OF IHEAW DUTY(STRUCTURAL CLASSIFICATION,MIDSPAN DEFLECTION RESISTANT TO ALKALI,GREASE AND OILS. MATERIALS SPECIFICALLY ON DRAWINGS,ALL 20 AND 19 GAUGE STUDS TO HAVE BE COMMERCIAL QUALITY,TYPE,SIZE SUITED FOR INTENDED USE AND CERAMIC TiLE SHALL BE TYPE W/R 1/21 THICK, OF ANY COMPONENT SHALL NOT EXCEED 1/360 OF THE SPAN, A.THINNERS;USE ONLY MATERIALS RECOMMENDED BY PAINT A MINIMUM OF 1.3/81 FLANGE,ALL 16 AND 14 GAUGE STUDS TO HAVE PURPOSE 1,MAIN BEAM SHALL BE CAPABLE OF SUPPORTING A MINIMUM OF 16 B,RESILIENT BASE A 1/81 THICK RUBBER.BASE SHALL BE COVED, MANUFACTURER, A MINIMUM OF 1.5/81 FLANGE,AND 12 GAUGE STUDS TO HAVE A MANUFACTURERS POUNDS PER LINEAL FOOT OVER A O SIMPLE SPAN. EXCEPT IN CARPETEEDD AREAS PROVIDE STRAIGHT RUBBER BASE,PROVIDE- MINIMUM OF A 21 FLANGE. E.PREFINISHED PANELING SHALL BE 4J-0°x Bll x 3/321 THICK, A.UNITED STATES GYPSUM-SPECIFIED 2,STRUCTURAL CROSS TEES WHICH INTERSECT THE MAIN BEAM AND MOLDED INSIDE AND OUTSIDE CORNERS. MANUFACTURERS FIBERGLASS REINFORCED PLASTIC(FRP)PANELS-TEXTURED. - WHICH SUPPORT OTHER CROSS TEES SHALL BE CAPABLE OF A,PAINT C,FURNISH GALVANIZED KNISH TO METAL FRAMING COMPONENTS 1,PANELS SHALL BE TEXTURED ON ONE(1)SIDE, B.GEORGIA-PACIFIC CORPORATION SUPPORTING A MINIMUM OF 12 POUNDS PER LINEAL FOOT OVER A 4 C.ADHESIVES AND OTHER APPLICATION MATERIAL SHALL E THOSE AS 1.SB EJAMIN I OORE COMPLYING WITH ASTM A 525 AND C-955 FOR MINIMUM G60 COATING, 2,ADHESIVES SHALL.BE AS RECOMMENDED BY PANEL MANUFACTURER FOOT SIMPLE SPAN, MANUFACTURED OR RECOMMENDED SPECIFICALLY U THE TILE 2, BENJLUX MOORE C.GOLD BOND BUILDING PRODUCTS 3,PROVIDE A 7/M 7/81 STEEL HEMMED EDGE WALL MOLDING TO MANUFACTURER OF THE MATERIAL SPECIFIED AND SUBSTRATA TO 3,ICI DULUX WHICH IT IS APPLIED. � '^ D.`Ci-SHAPE STUDS SHALL BE: MANUFACTURERS STANDARD F.PLASTIC LAMINATE FOR COUNTERTOPS AND BACKSPLASHES SHALL MATCH SUSPENSION SYSTEM IN DESIGN, 1,SPRAY-ON ADHESIVES SHALL NOT BE ALLOWED, FISHES p LOAD-BEARING STEEL STUDS DESIGNED TO CARRY APPROPRIATE LOADS BE STANDARD GRADE,1/1611 THICK.FACING SHALLBE LAMINATED TO EXECUTION - AND BE OF SIZE,AND SHAPE,INDICATED,WITH FLANGE RETURN LIP, PLYWOOD BACKING, INSTALLATION C.HANGER WIRE SHALL BE#12 GAUGE MINIMUM GALVANIZED STEEL 2.ADHESIVES SHALL BE NON-PETROLEUM BASED, A.COLORS-REFER TO DRAWINGS. 1,STUDS SHALL BE THE DEPTH AND SPACING AS INDICATED ON THE 1,ADHESIVE TO BE NEOPRENE RASED CONTACT BOND, A.INSTALL GYPSUM DRYWALL SYSTEMS AS SPECIFIED AND IN WIRE. ~ p~ m D, DRAWINGS, ACCORDANCE WITH APPLICABLE PORTIONS OF U.S.GYPSUM CO, FLOOR WAX-SEE SECTION 22-MANUFACTURERS. 1.EXTERIOR TE 2,STUDS AT EXTERIOR CANOPY FRAMING SHALL BE DESIGNED TO FABRICATION PUBLICATION IDRYWALL CONSTRUCTION HANDBOOKI,LATEST EDITION. D,EDGE MOLDINGS AND TRIM 1.EXTERIOR CONCRETE SURFACES AND CONCRETE MASONRY UNITS O 2.2 MANUFACTURERS. c MEET LOCAL CODE LOAD REOUIREAIENTS, A.ASSEMBLE AND FINISH MATERIAL AT THE VILLAS FAR AS FEASIBLE, 1.PROVIDE METAL OR EXTRUDED ALUMINUM DFTYPES AND PROFILES INCLUDING SPLIT FACE SCORED MASONRY UNITS AND RELATED SMOOTH �-�i y w;S 3.BRACE FRAMING DIAGONALLY 1N ACCORDANCE WITH APPLICABLE MAKE ACCURATE AND TIGHT JOINTS,MITER CORNERS,USE SCREWS INDICATED OR,IF NOT INDICATED,MANUFACTURERS STANDARD A.RESILIENT FLOOR - FACE UNITS,SHALL BE STAINED OR PAINTED UNLESS OTHERWISE NOTED. h•�� •� 0 STANDARDS WITHOUT REGARD FOR FACING MATERIALS,INCLUDING AND BOLTS AS REQUIRED FOR STRENGTH AND RIGIDITY AND AS MOLDINGS FOR EDGES AND PENETRATIONS THAT FIT TYPE OF EDGE 1,ARMSTRONG,ISTANDARD EXCELON-IMPERIALTEXTURE1 SEE 2.3,133 OR BA, W o TENSION STRAPS BOTH DIRECTIONS.ANCHOR T PREVENT UPLIFT INDICATED ON DRAWINGS, DETAIL AND SUSPENSION SYSTEM INDICATED AND THAT MATCH THE 2,TARKETT,INC„IIEXPRESSIONS°MANNINGTON COMMERCIAL, Cl� m Cd AND BRACE BACK TO STRUCTURE GRID SYSTEM, (ESSENTIALS° 2,EXTERIOR.CONCRETE SURFACES AND CONCRETE MASONRY UNITS TO N-. U 4.FURNISH BRIDGING TO COMPLY WITH APPLICABLE STANDARDS AND B,EDGES OF PLYWOOD AND HARDWOOD TRIM(IE,DIVIDERS,FRONTS, BE STAINED SHALL BE AS FOLLOWS TO PROVIDE COLOR UNIFORMITY PER QI Cl)M Q MANUFACTURERS PRODUCT DATA, ETC.)SHALL BE EASED, MANUFACTURERS B.RESILIENT BASE MANUFACTURERIS INSTRUCTIONS: W ch p A,ACOUSTIC CEILING PANELS•SALES AREA TO MATCH EXISTING, 1,R.C.MUSSON RUBBER COMPANY A.HARRIS SPECIALITY CHEMICALS,INC.;ONE(1)COAT"HYDROZO U0 SECTION 08710 1,ARMSTRONG 2.ROPPE RUBBER CORPORATION COLORSEALH AND ONE(1)COAT OF IEWIROSEAL DOUBLE 7 FOR BRICKI„ MANUFACTURERS FINISH HARDWARE 3,JOHNSONITE B.RAINGUARD.ONE(1)COAT`BLOCK-LOK°AND ONE(1)COAT A.uCo SHAPED STUDS 2'CELOTEX 4,FLEXCO °COLOR-LOKN 1.DALE INDUSTRIES - 3.USG INTERIORS C,TEXTURED COATINGS OF AMERICA,INC,;ONE(1)COAT 2 DIETRICH GENERAL C.CEILING SUSPENSION SYSTEMS•ACOUSTIC CEILING PANELS 3.MARINOMJARE DESCRIPTION 1.ARMSTRONG WORLD INDUSTRIES,INC. C.FLOOR WAX AINSTOPPER 120 CLEAR SEALER(AND GIVE(1)COAT 1RAINSTOPPER SOD A.FURNISH ALL MATERIALS,LABOR,EQUIPMENT,SERVICE,ETC., 1.MASURY•COLUMBIA COMPANY(1.800.2•MASURY),ICONOUESTI S STAIN; 4,UNIMAST INCORPORATED NECESSARY AND INCIDENTAL F FINISH THE COMPLETION OF ALL IN SH 2. OMETAWCCORPORATION 3,USG INTERIORS 2.PUREX(215.922.361�,°EXCEL° D,APPLICATION OF STAINS SHALL BE IN STRICT ACCORDANCE WITH EXECUTION HARDWARE WORK AS SHOWN ON THE DRAWINGS AND AS SPECIFIED D,HEMMED EDGE WALL MOLDINGS MANUFACTURERS INSTRUCTIONS. INSTALLATION HEREIN. 1,ARMSTRONG WORLD INDUSTRIES,INC, D.ADHESIVES A.INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH QUALITY ASSURANCE 2,CHICAGO METALLIC CORPORATION 1,ARMSTRONG,INC,,S•750 ADHESIVE° 3.EXTERIOR CONCRETE SURFACES AND CONCRETE MASONRY UNITS TO MANUFACTURERS PRINTED OR WRITTEN INSTRUCTIONS AND 3.USG INTERIORS 2,TARKETT NC °F620° BE PAINTED SHALL BE AS FOLLOWS;RECOMMENDATIONS,UNLESS OTHERWISE INDICATED. A.REQUIREMENTS OF REGULATORY AGENCIES:FURNISH FISH 3.MANNINGTON COMMERCIAL,V-111 A.PRIME COAT•(1 COAT) HARDWARE TO COMPLY WITH THE REQUIREMENTS OF LAWS,CODES, EXECUTION B.FINISH COAT•(2 COATS TO PROVIDE PINHOLE FREE FULL HIDING B.SUSPENSION OR ATTACHMENT OF ANY METAL STUD FRAMING FROM ORDINANCES,AND REGULATIONS OF THE GOVERNMENTAL 2.wsrAUATION A. FINISHES - COVERAGE) THE ROOF DECK WILL NOT BE PERMITTED, AUTHOMME5 MAVMO JUMODICTION WHERE OUCH Fktc"MEMENTB A.FLOOR TILE COLORS SHALL MATCH EXIST EXCEED THE REQUIREMENTS OF THE SPECIFICATIONS, A.SYSTEM CEILING SYSTEM SHALL BE SUSPENDED FROM STRUCTURAL SECTION 06100 SYSTEM OR SUPPLEMENTAL STEEL FRAMING SUPPLIED BY THIS 4,SCELL N IRON OR STEEL INCLUDING ALL EXPOSED EMS,ALL H L HOLLOW CONTRACTOR, SUSPENSION FROM METAL ROOF DECK,DUCTWORK, B,BASE MISCELLANEOUS OFHATCH, MECHANICAL NON-GALVANIZED FERROUS META ELECTRICAL ALL HOLLOW( ROUGH CARPENTRY PRODUCTS 1,COLOR; RGPPE#1 DO BLACK OR EQUAL MATCH METALWORK,ROOF HATCH,MECHANICALAND ELECTRICAL PIPING,FIRE MATERIALS PIPING,ETC„WILL NOT BE PERMITTED. -- HYDRANT HOUSING,CONDUIT,ELECTRICAL BOXES,ETC.; PRODUCTS A,FURNISH EACH CATEGORY WITH THE PRODUCTS OF ONLY ONE MATERIALS B.HANGERS FOR SUSPENDED GRID SYSTEM SHALL BE NOT LESS THAN 5` 3,EXECUTION A,PPotdE COAT•(1 COAT); MANUFACTURER;THIS REQUIREMENT IS MANDATORY WHETHER 12 GAUGE AND SPACED NO GREATERTHAN 4=01 ON CENTER.WHERE 3,1 EXAMINATION B.FINISH COAT•(2 COATS): A.DIMENSION AND BOARD LUMBER SHALL BE DOUGLAS RR.ALL LUMBER VARIOUS MANUFACTURERS ARE LISTED ON NOT. A.INSPECT SUBFLOOR SURFACES TO DETERMINE THAT THEY ARE C.EXTERIOR GALVANIZED IRON OR STEEL„EXCEPT FENCING,INCLUDING SHALL BE ISEASCNED DRYI(S•DRY),19%OR LESS MOISTURE JOIST SPACING GREATER THAN FOUR FEET,OR WHERE JOISTS ARE SATISFACTORY,A SATISFACTORY SUBFLOOR SURFACE IS DEFINED AS B.HINGES:FURNISH CLASS AS SPECIFIED IN HARDWARE SETS IN SIZE PARALLEL TO CEILING SYSTEM MAIN BEAMS,COUNTER SPLAYED ALL EXPOSED WALL AND ROOF FLASHING,MECHANICAL VENTS,FLUES, CONTENT, 4.1/2 X 4.1/21MCHES FOR 1.3/41 DOORS,FURNISH NOW-REMOVABLE HANGERS MUST BE PROVIDED OR INTERMEDIATE HANGERS FROM ONE THAT IS CLEAN,SMOOTH,AND FREE FROM CRACKS,HOLES,RIDGES, STACKS,ETC.: 1,SPECIES OF LUMBER OTHER THAN THAT SPECIFIED MAY BE PINS(NRP)FOR HINGES ON EXTERIOR OUT SWINGING DOORS, SUPPLEMENTAL STEEL MUST BE SUPPLIED, COATINGS PREVENTING ADHESIVE BOND,AND OTHER DEFECTS A,PRIME COAT-(1 COAT): SUBSTITUTED PROVIDING ALTERNATE SPECIES CONFORMS IN ALL HAGER LAWJRENCE MCKINNEY STANLF' RESPECTS WITH MINIMUM DESIGN VALUES SPECIFIED. IMPAIRING PERFORMANCE OR APPFARANCE.D B.FISH COAT.(2 COATS) (f} A.EXTREME FIBER STRESS IN BENDING SHALL BE SPECIFIED. P.S.I.(EB) H•1 1279 4181 T27143 F179 5.EXTERIOR GYPSUM BOARD SOFFIT: C.CEILING CONTRACTOR SHALL MIN SYSTEM M FOR COOK ORIENTATION REPETITIVE(MINIMUM). H•2 861279 684101 T627143 F66179 B.PERFORM BOND AND MOISTURE TESTS ON CONCRETE SUBFLOORS TO A.PRIME COAT•(1 COAT); - OF BUILDING STRUCTURAL FRAMING SYSTEM FOR COORDINATION OF DETERMINE IF SURFACES ARE SUFFICIENTLY CURED AND DRY, B.FINISH•(2 COATS TO PROVIDE FULL HIDING COVERAGE). 2.LUMBER GRADES SHALL BE AS FOLLOWS: C.LOCKSETS AND LATCHSETS: SUSPENSION POINTS FOR LAY•14 CEILING SYSTEM. A,BEAMS AND STRINGERS(511 AND THICKER,MOTH MORE THAN 2° 1.MORTISE:SERIES AND FUNCTION DESIGNATIONS ARE BEST(ND _ 1.WHERE LIGHT FIXTURES ARE RECESSED INTO THE CEILING,PROVIDE C.DO NOT PROCEED WITH RESILIENT FLOURING WORK UNTIL SUBFLOOR w 6,CONCRETE MASONRY; GREATER THAN THICKNESS)SHALL BE DOUGLAS RR,S4S,NO.i SUBSTITUTION). ADDITIONAL MAIN TEES TO SUPPORT RECESSED LIGHT FIXTURES, ALL AS INDICATED ON DRAWING. SURFACES ARE SATISFACTORY, A,PRIME COAT•(1 COAT); OR BETTER. I I I MANUFACTURER SERIES DESIGN A,PROVIDE M T HANGERS AT 48"O,C,ON BOTH SIDES OF RECESSED B.FINISH(1 COAT TO PROVIDE PINHOLE FREE FULL HIDING COVERAGE); M B.STRUCTURAL JOIST AND PLANKS(2 TO 4 THICK,6 AND WIDER) BEST 35H 15H 32 PREPARATION C.SEE DRAWINGS FOR COLOR AND TYPE OF FISH. SHALL BE DOUGLAS FIR,S4S,NO.2 OR BETTER. 2,BEST HEAVY DUTY CYLINDRICAL;SERIES AND FUNCTION LIGHT FIXTURES, - C,STRUCTURAL LIGHT FRAMING(21 TO 4°THICK.,211 TO 411 WIDE) DESIGNATIONS ARE BEST(NO SUBSTITUTION). 2,PROVIDE ADDITIONAL MAIN BEAMS TO SUPPORT ALL SURFACE A.USE LEVELING AND PATCHING COMPOUNDS AS RECOMMENDED BY ♦, RESILIENT FLOORING MANUFACTURER FOR FILLING SMALL CRACKS, 7.GYPSUM BOARD WALLS AND GYPSUM BOARD CEILINGS: U) U - SHALL BE DOUGLAS FIR,S4S,NO,2 OR BETTER, MOUNTED UGHT FIXTURES, HOLES AND DEPRESSIONS IN SUBFLOORS A.PRIME COAT- 1 COAT): Z Q D.LIGHT FRAMING AND STUDS(21 TO4°THICK,2°TO 4°WIDE)SHALL MANUFACTURER SERIES DESIGN A.A MINSTALL(MAIN BEAM MUST OCCUR ABOVE ALL ROWS OF ( BE DOUGLAS FIR,S4S,CONSTRUCTION OR BETTER, BEST 9K 15D SURFACE MOUNTED LIGHT FIXTURES. B.FINISH COAT-(2 COATS TO PROVIDE FULL HIDING OVERAGE): O E.BOARDS SHALL BE DOUGLAS FIR,S4S,STANDARD OR BETTER. D�KICK PLATES:FURNISH 1OI X 0.050INCHES X DOOR WIDTH LESS 1.1/21 B.PROVIDE ADDITIONAL M12 HANGERS DIRECTLY OVER LIGHT B.REMOVE COATINGS FROM INCLUDSUBFLING THAT WOULD C.SEE DRAWINGS FOR COLOR AND TYPE OF FINISH.. 3.LUMBER USED IN CONSTRUCTION UNDER ROOFING,AT EAVES,ROOF FIXTURES, PREVENT IBL E WITH BOND,INCLUDING CUING COMPOUNDS CURBS,ETC.SHALL BE TREATED WITH WOOD PRESERVATIVE AT SINGLE DOORS,AND LESS ONE INCH AT PAIRS.WHERE GLASS OR - INCOMPATIBLE VNTH RESILIENT FLOORING ADHESIVES.PAINT,OILS, 8.STEEL COLUMNS IN SALES AREA AND HOLLOW METAL DOORS AND Q c A.PLYWOOD GRADES SHALL BE AS TH WOOD LOUVERS PREVENT THIS HEIGHT,SUPPLY WITH HEIGHT EQUAL TO WAXES AND SEALERS. FRAMES; 1.PLYWOOD WAINSCOT OR WALLS AND BACKUP SHALL BE INT-APA HEIGHT OF BOTTOM RAIL LESS ONE INCH. D.SECURE WIRE HANGERS BY LOOPING AND WERE-TYING,S,OR U DIRECTLY TO STRUCTURES OR TO INSERTS.EYE SCREWS,OR OTHER A.FINISH COAT-(2 COATS): DEVICES THAT ARE SECURE AND APPROPRIATE FOR SUBSTRATE. C.BROOM CLEAN OR VACUUM SURFACES TO BE COVERED,AND INSPECT (J) BD, E,WALL STOPS:B,H,M,A,U 2101,WROUGHT,FORGED.OR CAST, SUBFLOOR. 9.ALL MISCELLANEOUS EXPOSED MIMETIC ITEMS IN FINISHED AREAS `J 2.PLYWOOD WALLS(UNFINISHED AREAS)SHALL BE B•D INT•APA OR APPROXIMATELY 2-1/211 DIAMETER,CONVEX OR CONCAVE RUBBER (HANDRAILS,RAILING BRACKETS,JAMB AND SILLANGLES,STEEL U Z APA RATED SHEATHING,EXPOSURE 2, CENTER,CONCEALED FASTENERS, E. SECURE RAT,ANGLE,CHANNEL,AND ROD HANGERS TO STRUCTURE 3,PLYWOOD FLOORING SHALL BE%1,APA RATED STURD-I-FLOOR INCLUDING INTERMEDIATE FRAFAING MEMBERS,BY ATTACHING TO D,APPLY CONCRETE SLAB PI PPUCIF RECOMMENDED BY FLOORING LINTELS); W Z 2411 D.C..EXPOSURE 2,T&G INSERTS,EYE SCREWS,OR OTHER DEVICES THATARE SECURE AND MANUFACTURER,PRIOR TO APPLICATION OF ADHESIVE,APPLY IN A.FINISH COAT-(2 COATS): U Q z F.FINISHES;EXTERIOR REST S PRIME COAT,LISP,OVER APPROPRIATE FOR STRUCTURE TO WHICH HANGERS ARE ATTACHED - COMPLIANCE WITH MANUFACTURERS DIRECTIONS. (n z 4,PLYWOOD WALL SH FATHING SHALL BE C•D INi-APA WITH MANUFACTURERS RUST RESISTING BASE:HAGER CP,UAWRENCE CIS, 10.WOOD CASED OPENINGS,WOOD TRIM,ETC.WHERE SO INDICATED ON z EXTERIOR GLUE, AS WELL AS FOR TYPE OF HANGER USED, J 5.FIRE RETARDANT PLYWOOD ON STOCK ROOM SIDE OF FIRE HAGER US,S.STANLEY K.INTERIOR HINGES,ALUMINUM LACQUER:. A.INSTALL INSTALLATION THE DRAWINGS: Q _ 1-LAGER US,L".W RENCE LT,MCKINNEY AP,STANLEY LA.DOOR SPRINGS, F.INSTALL EDGE MOLDINGS OF TYPE INDICATED AT PERIMETER OF A.INSTALL RESILIENT FLOORING IN STRICT COMPLIANCE WITH A.PRIME COAT-(1 COATS) RATED PARTITIONS IF REQUIRED). MANUFACTURER'S STANDARD.FLUSH BOLTS,LOCKSETS,CARRY BARS, MANUFACTURERS PRINTED INSTRUCTIONS AND RECOMMENDATIONS B.FINISH COAT-(2 COATS); 'Z- 6.SEE DRAWINGS FOR THE ABOVE PLYWOOD LOCATIONS AND DULL CHROME,US26D. KICK PLATES,FLOOR STOPS,WALL STOPS AND ACOUSTICAL CEIUNG AREA AND WHERE NECESSARY TO CONCEALCD THICKNESS, EDGES OF ACOUSTICAL UNITS, EXECUTION (� -HOLDERS,WEATHER-STRIPPING,ANODIZEDALUMINUM,US28, 1,SCREW-ATTACH MOLDINGS TO SUBSTRATE AT INTERVALS NOT OVER BUIB.SCRIBE CUT,AND FIT RESILIENT,PIPES, PERMANENT MANURES, S.ANCHOR BOLTS,NUTS AND WASHERS SHALL CONFORM TO ASTM THRESHOLDS,EXTRUDED ALUMINUM,MILL FINISH,CLOSERS,SPRAYED COLUMNS, N S,WALL AND PARTITIONS. PIPES,OUTLETS AND PERMANENT PREPARATION ~ � � ALUMINUM,AT EXTERIOR DOORS,PROTECT ALL CLOSER CYLINDERS(IF 1EVEU14INCHES WITH AND NOT MORE THAT 3INCHES FROM ENDS, COLUMNS,WALLS AND PARTR10N5, A•307, LEVELING WITH CEILING.SUSPENSION SYSTEM TO TOLERANCE OF A,CONCRETE FLOORS SHALL BE BROOM CLEAN,DRY AND FREE OF ALL U 1,EXPANSION BOLTS,SLEEVE ANCHORS,OR EPDXY ANCHORS(WITH FERROUS),ARMS AND PLATES WITH SPECIAL RUST INHIBITING(SRI) 1/811N 121•0°, DUST,DIRT,OIL AND GREASE BEFORE PANTING,NEW CONCRETE MUST � DR WITHOUT SCREEN TUBES DEPENDING E APPLICATION)MAY FINISH PRIOR TO FINAL SPRAYED AWMINUM, C,TIGHTLY CEMENT RESILIENT FLOORING TO FLOOR WITHOUT OPEN BE ALLOWED TO CURE AT 75°FOR 30 DAYS,ANY SEALERS MUST BE BE UTILIZED FOR ATTACHING WOOD LEDGERS TO MASONRY 2.MITER CORNERS ACCURATELY AND CONNECT SECURELY WJHERE CRACKS,VOIDS,RAISING AND PUCKERING AT JOINTS,TELEGRAPHING OF PROVIDED THEY ARE CODE APPROVED WITH A CAPACITY IN EXCESS EXECUTION MOLDINGS INTERSECT, ADHESIVE SPREADER MARKS,OR OTHER SURFACE IMPERFECTIONS, COMPATIBLE WITH THE PAINT OR BE REMOVED, 16 GENERAL B,SAND SMOOTH WOODWORK AND LIGHTLY SAND OR WIRE BRUSH cc OF THAT REQUIRED. A,INSTALL HARDWARE ACCORDING TO MANUFACTURER'S PRINTED PLYWOOD TO BE FINISHED, CLEAN TURF:4CE BEFORE PROCEEDING WITH O D,HAND ROLL RESILIENT FLOORING TO ASSURE ADHESION. THE APPLICATION OF THE FIRST COAT, INSTRUCTIONS AND TO TEMPLATE DIMENSIONS, C.SOLVENT CLEAN METAL SURFACES WITH MINERAL SPIRITS,REMOVE MANUFACTURERS E,CAREFULLY ALIGN TILE JOINTS IN BOTH DIRECTIONS WITH TIGHT DIRT,TOIL AND GREASE.HAND TOOL CLEAN ALL RUST AND SCALE BY A.ANCHOR BOLTS QUANTITIESWIRE 1,HILT(CORR,TULSA,OK - A,PROVIDE ONE HINGE FOR EACH 30INCHES OF DOOR HEIGHT OR SEAMS AND WITHOUT BUCKLING, CLEAN AND TOUCH AND SANDING PRIME COAT ALL T HAVE BE ITEMS, CLEAN AND TOUCH UP SHOP COATS OR PAINT THAT HAVE BECOME 'A 2,RAMSET/REDHEAD,WOOD DALE,IL FRACTION THERE OF. F,ADJUST WIDTH OF BORDER AS REQUIRED BY RUN OF TILE,GENERALLY, BADLY WEATHERED,WORN OR MARRED WITH THE PRIMER SPECIFIED, BORDER LESS THAN HALF TILE WIDTHS NOT ACCEPTABLE, D,SOLVENT CLEAN GALVANIZED SURFACES THOROUGHLY WITH G.INSTALL SUP-RESISTANT FULL TILES ONLY AS PER MANUFACTURERS MINERAL SPIRITS,REMOVE DIRT,OIL AND GREASE,HAND TOOL CLEAN \ ALL RUST AND SCALE BY WIRE BRUSHING OR SANDING,PRIME COAT SPECIFICATIONS•DO NOT CUT TILE.TILE TO BE SET IN CHECKERBOARD WITH71HE GALVANIZED PRIMER AS SPECIFIED. �✓ PATTERN AS INDICATED ON THE DRAWINGS. - E,MASONRY BLOCK UNITS AND CONCRETE SURFACES SHALL BE DRY ' H.INSTALL COVED BASE ON TOP OF RESILIENT FLOORING.SCRIBE AND CLEAN FROM ALL DUST,CRT,OIL AND EFFLORESCENCE BEFORE <•." N t a ACCURATELY TO TRIM ITEMS,IN SALES AREA PROVIDE RUBBER BASE PAINTING, 1,NEW SURFACES WHERE DIRECTED BY KfMARTS PROJECT REPRESENTATIVE, A.ALL SURFACES TO RECEIVE PAINT SHALL BE CLEAN,DULL, DRY, SMOOTH AND DUST FREE BEFORE APPLICATION OF ANY MATERIALS. '.r `=• 1,FURNISH VINYL REDUCER EDGE STRIPS AT EXPOSED EDGES OF TILE SUCH AS DOORWAYS CASED OPENINGS,AND OTHER ITEMS WHEREERE PREPARE SURFACES AS FOLLOWS:FOR SUBSTRATES NOT LISTED .a FLOOR TILE IS NOT CONTINUOUS, CONSULT RESPECTIVE PAINT MANUFACTURER FOR THE �F!( APPROPRIAATTE E PREPARATION FOR THE SUBSTRATE B,ALL SURFACES MUST BE THOROUGHLY BRUSHEDVNTH A TIFF J.MATCH TILES FOR COLOR AND PATTERN BY USING TILE FROM CARTONS FIBER BRUSH(NON-METAWC)TO REMOVE LOOSE PARTICLES,WITH f V o C.0 IN SAME SEQUENCE AS MANUFACTURED AND PACKAGED IF SO PARTICULAR EMPHASIS ON STUCCO SURFACES AND MORTAR COURSE. CD NUMBERED, C.SURFACES ARE TO BE DRY,FREE OF GREASY RESIDUE,MORTAR co AND ASPHALT SPATTERS, K.DO NOT USE BROKEN,CRACKED,CHIPPED OR DEFORMEDTILE. D,CRACKS,JOINTS AND LARGE VOIDS ARE TO BE FILLED BY - Ir REPAINTING,CAULKING OR ACCORDING TO MANUFACTURERS WRITTEN � L.ADHERE TILE FLOORING TO SUBSTRATES USING FULL SPREAD OF SPECIFICATIONS, W ADHESIVE APPLIED IN COMPLIANCE WITH FLOORING MANUFACTURERS 2,EXISTING SURFACES m DIRECTIONS, A.REMOVE ALL PEELING AND SCALING PAIHTTOA SOUND SUBSTRATE M.APPLY BASE TO WALLS,CASEWORK,AND OTHER PERMANENT BY HAND SCRAPING,USE OF MECHANICAL GRINDERS OR WITH HIGH FIXTURES IN ROOMS OR AREAS WHERE BASE IS REQUIRED,INSTALL BASE PRESSURE SPRAY EDUIPMENT, z IN LENGTHS AS LONG AS PRACTICABLE, B,IF N. CAMILDEW IS PRESENT REMOVE WITH A COMMERCIAL S AND 0 SOLUfTION, CAUTION;USE RUBBER GLOVES,WORK GOGGLES AND O N,ON MASONRY SURFACES,OR OTHER SIMIAR IRREGULAR SUBSTRATES, PROTECTIVE CLOTHING, < FILL VOIDS ALONG TOP EDGE OF RESILIENT WALL BASE WITH C.MULTIPLE COATS OF PAINT THATARE IN AN ADVANCED STATE OF Co Q MANUFACTURERS RECOMMENDED ADHESIVE FILLER MATERIAL DETEF40RATION AND PRIOR APPLICATIONS OF CEMENT BASED PAINTS C0 MUST BE REMOVED BY SANDBLASTING OR BY USE OF MECHANICAL N I--- 0,REMOVE EXCESS ADHESIVE AS RECOMMENDED BY THE TILE GRINDER, z G MANUFACTURER, DAMP MOP AND PROVIDE PROTECTIVE COAT OF FLOOR D,ALL STRUCTURAL CRACKS AND CREVICES ARE TO BE FILLED WITH w WAX IMMEDIATELY AFTER INSTALLATION OF THE RESILIENT FLOOR, APPROPRIATE PATCHING MATERIAL. PROTECT ALL TRAFFIC AREAS WITH UNDYED UNTREATED BUILDING E,WEATHERED,UNPAINTED MASONRY SURFACES MUST BE FREE PAPER, DIRT,GREASE AND OIL. BADLY WEATHERED CONCRETE,BRICK OR OTHER 07 MASONRY SHOULD BE POWER WASHED, >> L.11 F.IF THIS CONTRACTOR CONSIDERS ANY SURFACE UNSUITABLE FOR 7 U P,PATTERNS PROPER FINISHING,HE IS TO NOTIFY THE GENERAL CONTRACTOR,HE IS L.LJ 2 r A, FLOOR TILE SHALL BE INSTALLED WITH GRAIN IN A CHECKERBOARD NOT TO APPLY ANY MATERIAL UNTIL CORRECTIVE MEASURES HAVE BEEN J W PATTERN, TAKEN. z C!) . G.PREVIOUSLY COATED SURFACES:MAINTENANCE PAINTING WILL Y z 0 FREQUENTLY NOT REQUIRE THE COMPLETE REMOVAL OF ALL COATINGS - W z Q _ PRIOR TO REPAINTING, HOWEVER,ALL SURFACE CONTAMINATION SUCH � LL1 co 0 AS OIL,GREASE,LOOSE PAINT,MILL SCALE,DIRT,FOREIGN MATTER; _ Y Q RUST,MOLD,MILDEW,MORTAR,EFFLORESCENCE AND SEALERS MUST = IL Lh M Cl) BE REMOVED TO ASSURE SOUND BONCING TOTIGHTLYADHERING U LLJ EXISTING PAINT,GLOSSY SURFACES OF EXISTING PAINT RUMS MUST BE it I— LTV Q CLEAN AND DULL BEFORE REPAINTING,WASH THOROUGHLY AND DULL Q Cn Ln 0 BY SANDING,SPOT PRIME ANY BARE AREAS WITH AN APPROPRIATE PRIMER CHECK FOR COMPATIBILITY BY APPLYING A TEST PATCH OF THE RECOMMENDED COATING,COVERING AT LEAST 2 SOUARE FEET,ALLOW Projecl Arch)Engineer: TO DRY ONE WEEK.BEFORE TESTING ADHESION PER WITH TAPE PULL,IF LARRY SCOTT THE COATING IS INCOMPATIBLE,COMPLETE REMOVALIS REQUIRED, Dram) APPLICATION LARRY SCOTT A,FINISH COLORS SHALL BE AS INDICATED ON THE DRAWINGS.TINT Checked: PRIMER AND UNDERCOAT TO THE APPROXIMATE SHADE OF THE FINISH COAT, Date: NOVEMBER 28,2006 Sheet No: s P_1 REVISIONS Deer em u.mos DEMOLITION: 1,ALL REMOVED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR,THE I CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE REMOVAL AND LEGAL DISPOSAL OF THE DEMOUSHE EQUIPMENT, 2.EXISTING EATERY EXPRESS TO BE REMOVED COMPLETELY(UNLESS OTHERWISE NOTED), WORK SHALL INCLUDE BUT NOT LIMITED TO REMOVAL OF THE FOLLOWING: 4 I A.ALL EXPOSED WATER LINES IN FINISHED AREAS. B.ALL ABOVE FLOOR SANITARY AND VENT PIPING TO BELOW FINISHED FLOOR OR TO ROOF. t ` C.ALL FLOOR DRAINS SHALL BE REMOVED AND SEWER CAPPED AND ABANDONED BELOW • FINISHED FLOOR, NOTE:ALL PIPING IN FLOOR SHALL BE CAPPED AND ABANDONED BELOW FNISHED FLOOR OR TO ROOF, - EXHAUST FAN SHALL BE DISCONNECTED AND REMOVED.SEAL FAN CURB WITH A WEATHER t. TIGHT INSULATED CAP PER DETAIL ON M3 DRAWING,;EXHAUST AIR DUCTS SHALL BE , ABANDONED IN CEILING SPACE. CONNECT NEW 3J4"CW LINE TO SHEET METAL u •p �.. EXISTING CW LINE ABOVE CEILING. 1,THE ENTIRE CONSTRUCTION SHALL CONFIRM TO THE LATEST EDITION OF NF.P,A.,SMACNA Z Cd� VERIFY EXACT LOCATION IN WALL. 3/4"CW DOWN THRU WALL THE MICHIGAN MECHANICAL CODE,LOCAL ORDINANCE AND AUTHORITIES HAVING I-4 0�" c FOR CONTINUATION SEE JURISDICTION. Q a FLOOR PLAN ON THIS SHEET. CA o+ ' NEW WATER FILTER 2,ALL 90 DEGREE SUPPLY AIR ELBOWS SHALL HAVE TURNING VANES, a ��-' w o INSTALLED BY PLUMBING QF�y l" 0 ,'!n CONTRACTOR 3�NEW DUCTWORK THAT IS NOT LOCATED!IN A RETURN AIR PLENUM SHALL BE INSULATED, W y W 12 M 3/411 CW TO WATER FILTER DUCT INSULATION SHALL BE tr THICK,3/4 LB.DENSITY,EXTERNAL FIBERGLAS DUCT 15 SINK ROOM INSULATION WITH VAPOR BARRIER AND TAPED JOINTS, �/ co R I 3/41 FW FROM WATER FILTER NEW THREE COMPARTMENT f.4 ce) SINK WITH(1)-FAUCET c'J DOWN IN WALL, CONNECTED BY PLUMBING 4,PROVIDE INSTALL FIRE DAMPER WHERE DUCTS PENETRATE RATED CONSTRUCTION. �Q M o NEW WALL MOUNTED HAND NEW WATER FILTER. � � CONTRACTOR - SINK W/(1)-FAUCET 5,PROVIDE BALANCING DAMPERS IN ALL BRANCHES OF DUCTWORK AS REQUIRED FOR CONNECTED BY PLUMBING PROPER BALANCING OF THE SYSTEM. PROVIDE 721x12°ACCESS CONTRACTOR EXISTING 4°UNDERGROUND W PANEL AT BACK OF THE - 6.CONTRACTOR RESPONSIBLE FOR ALL CUTTING,CORING AND PATCHING REQUIRED FOR NEW 2"VTR INSTALLED AT 31-01 CABINET TO ACCESS AIECHAWCALNSTALLATpN. FROM EXTERIOR WALL.SEE SHUT-OFF VALVESn7DETAIL ON THIS DRAWING. 3/4"CW 7.CONTRACTOR SHALL COORDINATE THE HIS WORK WITH ALL OTHER TRADE TO AVOID NEW BEVERAGE 3/4"� CONFLICTS AND INTERFERENCE DURING CONSTRUCTION, SINK ROOM CENTER 3/81 FW CONNECTED TO (f� /^\ NEW PEPSI MACHINE B.CONTRACTOR SHALL COORDINATE FINAL DIFFUSER/GRILLE LOCATION WITH NEW 2'VENIT SHUT-OFF VALVE ARCHITECTURAL AND ELECTRICAL TRADES LLI , M-1 NEW 3/811 IC EONNECTED AMCHNE TO (TYPICAL) -n__ Ir-TI 33/8"RN CONNECTED TO AIR BALANCE; 0 NEW ICE RAKER SLOPE 1,CONTRACTOR SHALL BALANCE SUPPLY AIR DISTRIBUTION AT AIR OUTLETS AS INDICATED w NEW WALL MOOWAND TEEINK g }a ( II II II I( n SLOPE _ ON FLOOR PLAN. --IL_—A---L FLIT REUSE 3/4 InIl CW CONNECTED TO(1) PLUMBING NOTES; U NEW 3/4"W FROM NRV "THREE COMPARTMENT 1.PLUMBING CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. PEPSI MACHINE,NEW 34"RELIEF SINK FAUCET AND (1)-HAND SINK FAUCET ICEE MACHINE AND NEW LINE 2,PLUMBING INSTALLATION SHALL COMPLY WITH ALL LOCAL CODES. ICE MAKER DISCHARGED T&P RELIEF 1/2"HW CONNECTED TO TO NEW FLOOR SINK J 2V UNDERGROUND VENT VALVE (1)FAUCET AT THREE 3.INSTALL NEW PLUMBING LINES TO CONNECT PHARMACY SINK AND COMPARTMENT SINK AND WATER HEATER, FLOOR - Q NLIN FLOOR SIK (1)-HAND SINK FAUCET . � �.. NEW WATER HEATER NE 4,NEW SANITARY AND VENT PIPING SHALL PVC SCHEDULE 40, - w - WH-1 NEW WATER HEATER WH-1 INSTALLED AND CONNECTED BY 5,NEW UNDER FLOOR SANITARY SHALL BE 311 DIM.MINIMUM WITH 1%SLOPE, NEW THREE CONNECT NEW 3' PLUMBING CONTRACTOR COMPARTMENT SINK UNDERGROUND WASTE TO 6,NEW DOMESTIC WATER LINES SHALL BE TYPE"L-HARD COPPER WITH C W EXISTING W,VERIFY EXACT SOLDERED COPPER JOINTS AND FITTINGS. Z (n LOCATION IN FIELD. O -, NEW FLOOR SINK PS-a 7,CONTRACTOR SHALL VERIFY THAT EXISTING PLUMBING SYSTEM CAN - ACCOMMODATE NEW FIXTURES, 2 NEW BEVERAGE CENTER FLOOR PLAN - PLUMBING 6,NETVPIPNcsHALLRUNCQNQEALEDINF,NISHEOAREAs. U M-1 SCALE:1/4„-1Loll 1 NEW THREE BAY SINK SECTION (WATER(LINES 9.PROVIDE 1/29 THICK FIBERGLASS PIPE INSULATION WITH VAPOR BARRIER w U) p M-1 SCALE:NONE JACKET ON NEW WATER LINE. w Q Q E FIRE PROTECTION NOTES; Uj (}� SYSTEM CONFIGURATION.MODIFY HEADS AND PIPING AS REQUIRED TO Z _� ACCOMMODATE NEW CONSTRUCTION. ^i `�11••�� z V - 2 THE ENTIRE INSTALLATION SHALL BE MADE IN FULL ACCORDANCE WITH J Z THE LATEST RULES AND REGULATI ONS OF THE LOCAL INSPECTION BUREAU Q O ANDNFP 13ART INSURAN CE UNDERWRITER,SYSTEM SHALL COMPLY WITH Z w = z 3 NEW SPRINKLER HEADS SHALL MATCH EXISTING, Z Q i - Lu > .. U C5 c - w M (.0 LEGEND, W � ® tit: S.A.DIFFUSER / RA REGISTER w } �. GATE VALVE m siJ (� DEMOLITION LIMIT NEW CONNECT TO EXISTING �';, - (E) EXISTING L. t (N) NEW CW DOMESTIC COLD WATER OS CABINETRY AND SINK IFCO FLOOR CLEAN OUT IFS FLOOR SINK 3 HOT WATER n c HW .a PD PUMP DISCHARGE DOMESTIC WATER HEATER R.A. RETURNAIR o S.A. SUPPLY AIR �` DWG, STORAGE ELECTRICAL FINAL MANUFACTURERS MODEL v VENT N f s SYMBOL SERVICE TYPE KW vs VANITY INK III REF, CAPACITY V O HZ TEMPERATURE AND REMARKS VTR VENT THROUGH ROOF �� I �LLo WH-1 NEW BEVERAGE CENTER M-1 COMMERCIAL. 2-1/2 GAL. 1.5 12D 1 60 110°F IN-SINK-ERATOR MODEL W-152 W WASTE 0 WCO WALL CLEAN OUT C0 I RV FILTERED WATER CC �.. W m Z PLUMBING FIXTURE SCHEDULE z 0 00 FIXTURE TRAP VENT CW HW FW MANUFACTURER MODEL REMARKS - Q co 00 THREE COMPARTMENT 1/2- n r n - ~_ 1-1/2 1/2 HERO 3CS3-147D•ii.SLR AERO MODEL S-2 FAUCET V SINK � k ZU I SHAND INK 1-1/2" 1/2' 1/2° POLAR WARE K1410C PROVIDE FAUCET WITH WRIST HANDLES. - Q W REPS MACHINE*** 3/4" 3/8, CORNELIUS ENDURO 250 PROVIDED BY OTHERS -- LU n PROVIDED BY OTHERS _ Lu U F-' I ICEE MACHINE**' 3/4 3/8' ICEE COMPANY 553D M W COFFEE MACHINE++* 3/8r DOUWE EGSERTS C-110 PROVIDED BY OTHERS J Z U) U Y Q 0 w ci U _ ICE MAKER+++ 3/4" 3/8' ICE-0-MATIC ICE606-A PROVIDED BY OTHERS - - � ~ WATER — 3141 3/4" EV'ERPURE EV9324-02 INSURICE TWIN-12000 SYSTEM(PROVIDED BY OTHERS) --- 1: 0- co CO U FILTER FS-1 3n ZURN Z7901.2.3NH PLANS SEE EATERY Y EXPRESS SS FLEX)R ~ � Q FLOOR SINK NEW WORK AND DEMOLITION Q IN THIS AREA Project ArchJ En veer. I L,SCOTT ++*CONTRACTOR SHALL PROVIDE AND INSTALL WATTS SEE BEVERAGE CENTER FLOOR SEE PHARMACY PLAN ON Dravm: MODEL N-9 REDUCED PRESSURE BACKFLOW PREVENTER AT FW INLET TO EQUIPMENT,INSTALL BACKFLOW PLANS ON THIS ARE G FOR DRAWING M-2 FOR SEMENYUK NEW WORK IN THISHIS AREA DEMOLITION WORK IN THIS Checked: : PREVENTER PER MANUFACTURERS RECOMMENDATIONS D,STYCZYNSKI AND AS REQUIRED PER LOCAL CODE. Date: KEY PLAN DECEMBER01,2006 110 scALE Shcef No: M-1 17 �- I I --—1�- r REVISIONS `. B�OERSPPlITS `f OECFMBEN I],2[r]6 RELOCATED SA,DIFFUSERS IN NEW CEILING GRID(TYPICAL - FOR 11),COORDINATE EXACT LOCATION WITH LIGHTS. --------- ------ RELOCATED R A GRILLES IN ------ - -- � NEW CEILING GRID(TYPICAL sir f ===== I II II II II DIN �CT LOCATIONIT II II II ABANDON EXHAUST II rJ1 W AND SUPPLY AIR DUCTS II IN THE CEILING SPACE (I _ - v O _® _„_ G z 2� II Ii cnco II I NOTE DISCONNECT AND REMOVE ALL _ �I _I �� M II I PLUMBING FIXTURES IN EATERY EXPRESS II I AREA,CUT AND CAP PIPING BELOW FLOOR I I I ( ® O cWn x II IAND ABOVE CEILING,ABANDON I _ I DISCONNECT AND REMOVE UNDERGROUND II II I PATCH FLOOR AND PING AND CEILING TO MATCH EQUIPMENT, I I C ® (I EXISTINGYAIR FANS SON R O II�I'' SUPPLY AIR FANS ON ROOF.II I REMOVEIr,iISTING EXHAUST CAP CURB,SEE DETAIL ON II II LEXISTiNG SURFACE,-------- I U THE DRAWING. H00 AND ASSOICATED II II EQUIPMENT II lrw11 -- STING SA. DIFFUSERS TO FIT IN NEWREMOVE AND RELATEEC DIEILINGA D II I I) LIGHTING PLANS,EXTEND S.A.DUCTS TO D I RELOCATED DIFFUSER(TYPICAL FOR 11). CLEAN ALL RELOCATED II II I ® II ® II Mr---FAmR A3 nVICIUMm,DIFFUSERSAD II jj I I z II II ` - - REMOVE AND RELOCATE EXISTING R.A. O ✓✓ I GRILLES TO FIT IN NEW CEILING AND W LIGHTING PLANS,EXTEND R.A.DUCTS I I TO RELOCATED OIFFUSER(TYPICAL O - FOR CLEAN ALL RELOCATED A I I O I I GRILLES AND RE-PAINT AS REQUIRED, — — — — — — - z �l _ i — . — . — L — — — . — . . . — — . — . —I . _ — . — . — L — — . — . — . — . — . — — . � . _ - i — — — L —I . Lu co w _ Q Q CJ� 0 10 918 912 0, 10 9,$ 9,2 O, 10 9,8 9,2 w Q o i � O O O O O WL _ Z 0 w 0 3 EATERY EXPRESS- MECHANICAL FLOOR PLAN- DEMOLITION 4 EATERY EXPRESS- MECHANICAL FLOOR PLAN- NEW WORK Q = Q 2 EATERY EXPRESS- PLUMBING FLOOR PLAN - DEMOLITION _ M-1 SCALE:1/e� d ' M-1 SCALE:1/e1=11-001 W O >- M-1 SCALE:1/811-1Ld' I"zr — 06 O co Q Q Ln r�dV m I I I DISCONNECT AND ABANDON ELECTRIC Ir DUCT HEATER. w f cc Z SHEET METAL CURB CAP20 GA, METAL CAP TO BE WELDED RIVETED OVER EXISTING CURB. —�-- -- ----- ' 2117HICK FIBERG LAS BOARD INSULATIONIC B/4°TREATED PLYWOOD TO BOTTOM AND SIDES OF ROOF CURB I I 1 00 Cc- CAP AND SIDES OF CURB, I I '`\ SALES AREA ( I NEW SHEET METAL COUNTER ABANDON S,A.DU CEILING. II ORM PHA RMA CY) U) FLASHING WITH HEMMED DRIP \ z O EDGE ENCLOSING EDGEOF NEW ( I _ I( Q w CAP TO TOP OF EXISTING CURB, -_ - nx 0 � I (TYPICAL FOR 4 SIDES) C/7 f. NEW SEALANT(TYPICAL FOR 4 SIDES) �- - - f� I w EXISTING FLASHING EXISTING ROOF I I - ILO II � o cp (I DISCONNECT AND REMOVE PHARMACY Y Z z z I II SINK AND ASSOCIATED WATER HEATER AND w Z Q O = PLUMBING LINES.CAP PLUMBING LINES IN w F-: 07 U WALL AND ABOVE CEILING. = C/) Y Q CURB CAP DETAIL Cc: Iw— Lo Q NO SCALE ¢ cnLoU � DISCONNECT AND REMOVE TWO SA. DIFFUSERS AND CAP SA,DUCT ABOVEi Project Arah Engineer. CEILING, L.SCOTT D2vm: L,SEMEWUK 1 PHARMACY- MECHANICAL FLOOR PLAN - DEMOLITION ` D. D,STYCZYNSKI M-1 SCALE!1/4"=1L0- DE DECEMBER 01,2006 Sheet No: M-2 u REVISIONS aooees avers ' - OECEVBER tt,M:6 LUMINAIRE SCHEDULE NOTES: 1,ALL EXISTING LIGHTING SHALL REMAIN UNLESS NOTED OTHERWISE. COUNT ' . MANUFACTURER CATALOG NO. LAMPS D LUMINAIRE LOCATION STYLE POWER INPUT) REMARKS 2.NEW TYPE LUMINAIRES WITH LAMPS AND THE ASSOCIATED TRACK SYSTEM WILL BE r FURNISHED BY KMART FOR A COMPLETE INSTALLATION BY ELECTRICAL CONTRACTOR, ELECTRICAL CONTRACTOR SHALL VERIFY IN THE FIELD POSSIBLE CONFLICT BETWEEN 20888 PHILIPS LOCATION OF NEW TRACK SYSTEM FOR FEATURE WALL TRACK-MOUNTED LIGHTING AND 100-WATT CERAMIC METAL HALIDE AMERLUX MHC VXJ/U/6N3K 120V ELECTRONIC BALLAST.LAMPS EXISTING SALES AREA LUMINAIRES,TRACKS SHALL BE INSTALLED TIGHT TO CEILING, " K1 SALES AREA TRACK-MOUNTED,WHITE FINISH, ASPV.100.17.E-W-TN2-120-FL 18 (100W CERAMIC FURNISHED BY KMART WHERE APPPLICABLE RUN THROUGH SPACE BETWEEN TOP OF EXISTING LUMINAIRES METAL HALIDE) AND CEILING GRID,ELECTRICAL CONTRACTOR MAY CUT TRACKS TO LENGTH IN THE BY KMART FIELD TO AVOID INTERFERENCE WITH EXISTING LUMINAIRES,PROVIDE ADEQUATE - f. SUPPORT FOR TRACKS TO PREVENT SAGGING AND MISALIGNMENT WITH ADJOINING TRACKS, LT2P-2 FT.SINGLE CIRCUIT TRACK WHITE LT4P-4 FT,SINGLE CIRCUIT TRACK WHITE = 3,CONNECT EACH HOMERUN FOR TRACK LIGHTING SYSTEM TO AVAILABLE EXISTING CORNICE LT6P-6 FT,SINGLE CIRCUITTRACK WHITE z LIGHTING CIRCUITS VACATED BY REMOVAL OF CORNICE LIGHTS,NUMBER OF 20A 120J - LT8P-8 FT.SINGLE CIRCUIT TRACK WHITE w CIRCUITS REQUIRED AS INDICATED ON THE PLAN.ELECTRICAL CONTRACTOR SHALL l LAI OP-END FEED WHITE VERIFY IN THE FIELD AVAILABILITY OF CIRCUITS INDICATED,ADJUST HOMERUN LA2P-MINI CONNECTOR WHITE r+¢` CONFIGURATION AND CIRCUIT DESIGNATIONS AS AS REQUIRED. LA12P.3-WAY°L"JOINER WHITE w SINGLE CIRCUIT WHITE 120 VOLT TRACK SYSTEM TRACK lA3P.FLEXIBLE CONNECTOR WHITE NA SEE LIGHTING PLAN FOR REQUIREMENTS, 4,SEE DRAWING SHEET E I -0 FOR MOUNTING DETAILS OF TRACK-MOUNTED METAL HALIDE ] - FOR K7 SALES AREA CON-TECH LA501 BAR-PENDANT STEM KIT WHITE w SUPPORT TRACKS FROM ROOF STRUCTURE LUMINAIRES TYPE K1. : ray -L+ 241 STEMP-24'STEM WHITE r` ABOVE CEILING USING 1/4'THREADED RODS - r� too, m 361 STEMP-381 STEM WHITE 10 5.SEE STORE PLANNING•D'DRAWINGS FOR EXACT LOCATION OF ILLUMINATED WALL LA241P-WIREWAY COVER WHITE ti GRAPHICS. LA52P-V611 THREADED ROD MOUNTING KIT WHITE 0 y.., LU o 6, MOUNT TRACK SYSTEMS A NOMINAL TYPICAL DISTANCE OF 6LO'HORIZONTAL DISTANCE ® CIS m 1 BEVERAGE 4 FT,FLUORESCENT LUMINAIRE STRIP WITH ESI 14SS WR 132 12ON PHILIPS 120V FULL LIGHT OUTPUT ENERGY SAVING FROM GRAPHICS, al o O CENTER (1)4FT,LAMP,PROVIDE POLYCARBONATE CONTACT: F32T8/ADV841/ BALLAST, fj y 1 7, PANEL IS TYPICALLY A 2C8Y/120V THAE SWITCH AND CONTACTOR CONTROLLED M PROTECTOR LAMP SLEEVES AND SILICONE JAY BARNETT 651-483-5291 LEW/ALTO M t END CAPS,WALL MOUNTED V-0 AFF, ENERGY SOLUTIONS INTERNATIONAL LIGHTING PANEL IN THE ABSENCE OF A PANEL'CL',ELECTRICAL CONTRACTOR SHALL M UTILIZE AVAILABLE CIRCUITS FROM OTHER TIME SWITCH CONTACTOR CONTROLLED M 20BY/120V PANELS SERVING CORNICE LIGHTS AND LIGHTED DISPLAY CASES AND SIMILAR 0 ENERGY SOLUTIONS INTERNATIONAL LOADS. x 8 FT.LUMINAIRE STRIP WITH(3)T8 LAMPS, PHILIPS ESI F-1 BSSEA332/277 277V ELECTRONIC HIGH BALLAST FACTOR FULL O SALES AREA ENHANCED ALUMNUM I NDUSTRIAL-TYPE F32T8/ LIGHT OUTPUT BALLAST.PROVIDED WITH PLUG-IN - REFLECTOR.SURFACE-MOUNTED ADV841J TO LAY-IN CEILING GRID SYSTEM, CONTACT: 35 EW/ALTO POWER CONNECTOR WITH NTWO-CIRCUITLUMINAIRE JAY BARNETT 651483-5291 CAPABILITY FOR ALTERNATING UMINAHRE ENERGY SOLUTIONS INTERNATIONAL ENERGIZING: i f i I I I I I 1 I I I I I Cn ! I ! 450-01 1 j j j I I ! 1341.911 i I I I 1 i I I I I Lu _.-._._, — --------_._._._._.------------------- U) i y I ! I 11 I I I I I I I 1 ! I _ ! 2 �— _ - - - -- .. - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - I ! I i � � i � � ! I I _ I Jf ! --0i Q I f I i i I i I 11 I I Il QQ VElYOR C/) € —+—_ Q Q i of i . .i LINE OF MEZZ z i I I * U) = 13 H — — — P -- z c.� (�— I— - - -� — _ - - - - - - - 1 - -- - -- - - - - - - - z _rLI P i , jIvIlit = z f ! 1 ! TOYS I i5 Fr. a 1 15 Fr. b i 1 s Fr.7-iL` i t ; TYPE K7 LUMINAIRE(TYPICAL) 4-#10&1-#10 GND-1/21C o ! I ! ! SEE MOUNTING DETAIL 47 ! HOME i - ! To TWO(2)SPARE C m. I J 0 C SHEET E-4 r=TFTONICS HOME a,b IN PANEL°CUB �- M � � I ( I I TITMNCEs I 1 l* r__ - - - - - rt-- ._.- -' -- - - - - - - 'f" - - - - -._..._._ _ - _. _ -._-._.__._ _._._.-.OF CKAND - - - - - - - - -TOF TRACK AND "- - - - - - - �-- OFTRAC - - -. -._...t..- - -. - -- - _._.+.-"- - - - - - - - - -�- - - - - -� �- - - - - - Z �J WALL GRAPHICS WALL GRAPHICS ! ! WALL_GRAPHICS I I I I 1 i DISPLAY(TYR) j DISPLAY(TYR) j DISPLAY(TYPJ j j j j j j j j o • Ur I ! 1 I I 1 ! _ 1 _ - -- - — n , ! i NOTE; FINAL LOCATION AND QUANTITY OF TRACK LIGHTING I ! 134L911 I I SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION. I I a I I j I I I I I3 L', C (E}- - - - - - _ _ + - - _ _ _ - - - - - - 1 - - - - - - - -- - - � - -- - - - - - - - -1- - - - - - --- - - - -1- - - - - - - - -— 1-- - - - -- - - - - - 1 - - - - - - - - - - 1 - - -- - - - - - - -.- - - - - - - - _ _ _ - _ _ �) .�� v� CY) � m (�._. _._. .._ TYPE TO LUMINAIRE(1YPICAL)� r - -.-..'- - - - - -.._ ._ .t - - - - - - - - --�- - - - - - - - - - - - - - - -'- - - - _ _. _.._...._ _ _ �T}� z _ _ _ _ ; i.. SEE MOUNTING DETAIL#7 SHEET E-4 a I i I I I I I SEASONAL ! N Q - ---------:-- ° I SEE ENLARGED DETAIL#8 1 1 1 1 1 I I b Cl-'CO OF TRACK AND ( ON SHEET E-3 FOR LIGHTING C ! PLAN THIS AREA �n WALL GRAPHICS i OFTRACKAND .� z Ur I mri DISPLAY(TYPd ! I _ _ _ I I I 1 I WALL GRAPHICSI- _._ _._._ - - __._ _ _._._._._._._._._-_._._._._._._ _.- W N n _.- 1 �._._._._._.-_..._ �._.._._ SEE ENLARGED DFTAIL#9 - - - - - - - -.-}._.-,_.-._._._..-.._.._._..�._._._ _.._._._.�ISPLAY(TYP)_t - 'rt INFANTS I I lJ PLANTHISPREA FOR j j _ " I co {i n OF TRACK AND TYPE K1 LUMINAIRE(TYPICAL) U LLI I u i I I I WALL GRAPHICS _ I SEEMOUNTING DETAIL H7 l CE L I I I I I LLI DISPLAY(TYR) 1 ! SHEET E 4 I 1 = Q C 1 ryry H Y Z z M I! n II I ! I SEE ENLARGED DETAIL#6 ! ( I I I 0 Q _ e n s$ ._ i P He i I I � wH � Q ON HEET E-3 FO LIGHTING LJ z ~ L Seasc�I PLAN THIS AREA _ H N K1 LUMIt HIRE(TYPICAL) ! ! T^"_ �'�� '�'n I I Pf O Q b 1 n I SEE MOUNTING DETAIL#7 I I I Q LLI d N J Q - I! j LF-r-. , - ! r—�r_ j I,:+ZJrn.rtl 1 yvw• ; SHEET E 4 I I Q Cl) In 0 - - '. - _ .__ _._...__...._.- .._ .._. _. _ ._- -._...._.. _ - - - - - - - - - - - -- -- - -- -- - - - -- - - -- --- -- -- - - - - - - -- - -- -- - I C I g t � Project ArchJE neer, KA B HAR H ANETA DIMITROVA Checked: �� 6 6 6 � � � �� 6 DDECE BGREG NELSON 9.2 9 8 8.2 B 8 2 i F,P, 6.5 F.3 6 7 5 5.2 5 �k.? H,5 4.3 4 7 3 2 I- DECEMBER B.2006 LIGHTING PLAN Sheet No: SCALE:V16'-i'-0" E-1 t: 4 ! i I I REVISIONS ELECTRICAL NOTES AND SPECIFICATIONS SALES AREA POWER REQUIREMENT SCHEDULE SALES AREA POWER REQUIREMENT SCHEDULE 1,INSTALLATION OF ELECTRICAL WORK SHALL CONFORM WITH LOCAL REGULATIONS AND 16.IT IS THE RESPONSIBILITY OF THIS ELECTRICAL CONTRACTOR TO VERIFY AT THE JOB SITE 26, RELOCATION OF TELEPHONE,LAN DROPS,PA AND BA DEVICES AND WIRING WILL BE BY OTHERS. OECENB�"'zap WIRE/ ORDINANCES,STATE REQUIREMENTS AND THE LATEST NATIONAL ELECTRICAL CODE. ACTIUALAVAILABILITl OF CIRCUITS REQUIRED,CIRCUITS INDICATED ARE TENTATIVE. SOURCE CIRCUITS VOLTAGE LOAD WIRE/ SYMBOL SERVICE LOAD DESCRIPTION SOURCE CIRCUITS VOLTAGE LOAD DIFFERENT CIRCUITS THAT HAVE BECOME AVAILABLE IN THE CEILING SPACE DUE TO 27. PAINT ALL CONDUIT DROPS WITH FLAT WHITE COLOR. SYMBOL SERVICE LOAD DESCRIPTION CONDUIT SIZE CONDUIT SIZE 2,ELECTRICAL CONTRACTOR SHALL VISIT JOB SITE AND DETERMINE EXISTING CONDITIONS AND RELOCATION OF ELECTRIFIED DEVICES SUCH AS CORD REELS OR LIGHTED DISPLAYS CAN BE EXISTING PANEL REQUIRED AMPS EXISTING PANEL REQUIRED AMPS LIMITATIONS UNDER WHICH THE WORK IS TO BE PFRIFORMED THE SLJBKIISSION OFA BID SHALL BE SUBSTITUTEDTO CIRCUITS INDICATED ON THE DRAWINGS.IF THOSE CIRCUIT ARE COMING 28, ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL Vv1RING AND CIRCUITS MATCHING RATING CASH REGISTER IG NEAREST 120V IICR11 ONE(1)20A 120V 10 2#10&1#12 CONSTRUED AS INDICATING SUCH KNOWLEDGE THAT SUCH EXAMINATION HAS BEEN MADE AND FROM SOURCE PANELS OF THE SAME ELECTRICAL CHARACTERISTICS. AND POWER REQUIREMENTS OF SPECIFIC ELECTRIFIED STORE FIXTURES,DEVICES AND EQUPAMENT NEAREST 120V THREE(3)20A 12010 1 C.OA 6#10&1#12 GND O JEWELRY 1-POLE CKT. 4,OA ISOLATED GND IN VERIFIED. NOT SHOWN ON THIS DRAWING BUT SHOWN AND INDICATED IN THE STORE PLANNING LAYOUT AS iO PAWWAPD.. COOLERS#1,#2,#3 NON•CR&NON•TIMED 1•POLE,CKTS, EACH EACH IN 3/4'C RECEPTACLE PANEL EACH 1/211C 17,RETRACTABLE EXTENSION CORD REEL TO BE PLUGGED INTO ADJACENT FLUSH MOUNTED BEING RELOCATED OR NEW AS VERIFIED AND DIRECTED BY THE KNIART PROJECT COORDINATOR, SWITCHED PANEL 3.MAKE APPLICATION FOR AND PAY ALL FEES IN CONNECTION WITH ANY PERMITS,INSPECTIONS; CEILING RECEPTACLE,CORD REELS WILL BE FURNISHED BY KMART, THESE EQUIPMENT SHALL INCLUDE BUT NOT BE LIMITED TO CHECKOUT POWER POLES COOLERS. NEAREST 120V TESTS,ETC.,THAT MAY BE REQUIRED FOR ALL JOBS, FREEZERS,PRICE SCANNERS,MOBILE CARTS,CASH REGISTERS,MULTIOUTLET STRIPS,RECEPTACLES WALL-MOUNTED ONE(1)20A 12CV 10 18,THE INTENTION OF THESE DRAWINGS IS TO INDICATE THE ROUGH IN POWER NEAREST120V 120V 10 10.OA 6%10&2N 12 2#12&1#12 AND LUMINAIRES. STRIPS PLUG-N FIVE LE CKTS. GND IN 3/4 C O JEUV'EIJTY DISPLAY LIGHTING TIMED SWITCHED 1-POLE CKT. EACH 2'� GND.-1/2'C 4.FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT AS SHOWN OR REQUIRED TO COMPLETE REQUIREMENTS FOR STORE MERCHANDISE FIXTURES AND CASH REGISTERS IT SHALL BE O ELECTRONICS NON•CR&NON-TIMED 1-POLE CKTT. EACH EACH - THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO VERIFY THE EXACT LOCATION OF STRIPS FOR NS.COMBO SWITCHED PANEL THE WORK, 29. ELECTRICAL CONTRACTOR SHALL UTILIZE PREVIOUS CIRCUITS AND PANELS FOR ALL RELOCATED NS AND HDN S EACH OUTLET WITH THE KMART PROJECT REPRESENTATIVE USING FINAL STORE PLANNING EQUIPMENT SUCH AS COOLERS AND FREEZERS ADJUST BRANCH FEEDER CONDUCTOR SIZES N,HOME THEATRE, NEAREST 12011 NON-CR ONE(1)20A 5.NEW INSTALLATION INCLUDING MATERIAL AND EQUIPMENT SHALL BE EQUAL TO ORIGINAL FIXTURE LAYOUT FOR FINAL INSTALLATION, INDICATED OR UTILIZE BOOSTER TRANSFORMERS TO LIMIT VOLTAGE DROPS TO A MAXIMUM OF 3 NEAREST 120V FOUR(4)20A 120V 10 1 D#12&3#12 JBVELRY GENERAL PURPOSE 120V 10 2#12&1#12 INSTALLATION, - EQUIPMENT.ALL RELOCATED AND NEW RECEPTACLES SHALL MATCH EXISTING CONFIGURATION AND O ELECTRONICS VCR,DVD,HDTVS, NON-CR& NON-TIMED t0.04 ' 14 RECEPTACLE &NON-TIMED 1-POLE CKT, EACH 10�QA 1 INTERACTIVE DISPLAY, 1-POLE,CKTS, EACH EACH GND3/4 C SWITCHED PANEL GND:1/2 C 19,ALL OUTLET BOXES FOR DROPS TO SALES AREA FIXTURES MUST BE LOCATED IN CEILING RATING OF EQUIPMENT,INPUT VOLTAGE TO FILM PROCESSORS UNDER FULL LOAD CONDITIONS SHALL BOOM BOXES,VIDEO GAMES SWITCHED PANEL 6.GUARANTEE ALL WORKMANSHIP.MATERIAL AND PERFORMANCE FOR A PERIOD OF ONE(1) SPACE AND SECURED TO ROOF STEEL, NOT FALL BELOW 200 VOLTS " NEAREST 120V FGUR(4)20A 120V 10 10#12&3#12 NEAREST 120V NON-CR ONE(1)20A 120V 10 2#12&1#12 YEAR FROM DATE OF FINALACCEPTANCE - O ELECTROMCS MULTIOUTLET NON•CR&NON-TIMED 10•0A 1 MOBILE CARTS GENERAL PURPOSE &NON-TIMED 1-POLE GFCI EACH 14,DA GND-112C 20.ALL WIRES SHALL BE LABELED VJITH AN IDENTIFICATION TAG TO INDICATE THEIR 30, ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE THE POWER POLES SERVING PLUG-IN STRIPS 1-POLE,CKTS. EACH EACH GND3/4 C 15 RECEPTACLE 7.ALL NEW CONDUCTORS SHALL BE COPPER TYPE THIN(ABOVE GROUND)PUN IN ELECTRICAL DESTINATION, EXISTING CHECKOUTS BEING RELOCATED,POWER WIRING AND CIRCUITS SERVING THESE EQUIPMENT SWITCHED PANEL SWITCHED PANEL CKT, METALLIC TUBING(EMT/THIN WALL)AND TYPE THWN BELOW GROUND RUN IN RIGID CONDUIT. NEAREST 120V°CFI° II ( ) SHALL BE EXTENDED AND RECONNECTED AT THEIR NEW LOCATIONS,REMOVAL AND RELOCATION OF O CASH REGISTER IG 2N92&11J12IG-IY C _ 120V 10 10,OA PROVIDE COMPRESSION TYPE FITTINGS FOR EMIT. 21.FOR MOBILE CART(WHEEL CHAIRS)CHARGER ELECTRICAL CONTRACTOR SHALL FURNISH CABINET FIXTURES WILL BE BY OTHERS SEE STORE PLANNING DRAWING FOR EXACT LOCATIONS OF RECEPTACLE PANEL SMALL UNUERSHELF DISPLAY NEAREST 120V TIMED TWO(2) KT, EACH 4#12&1#12 AND INSTALL HUBBELL#HBL5362GY RECEPTACLE IN A FLOOR-SUPPORTED CAST ALUMINUM TIME-CONTROLLED ONE(1)20A 120V 10 10.OA i6 APPLIANCES LIGHTING ; 1-POLE CKT. EACH GND:1/2-C EACH CHECKOUTS. 46 ELECTRONICS SHOWCASE LIGHTING 208Y/120V 1-POLE CKT. EACH EACH 2#12&1#12 GND- B.MATERIAL NOT SPECIFIED SHALL BE EQUAL IN QUALITY TO EXISTING MATERIAL OF LIKE KIND, BOX FLUSH WITH CART RAILING.PROVIDE STAINLESS STEEL PLATE.CONNECT TO A GFd 1/21IC, CIRCUIT FROM THE NEAREST NON-CR AND NON-TIMED SWITCHED PANEL,WHERE 31. ELECTRICAL CONTRACTOR SHALL RELOCATE ANY EXISTING OVERHEAD LUMIINAIRE(S)WHICH MAY NEAREST 120V MULTIOUTLET NEAREST 120V FIVE(5)20A 9,ELECTRICAL CONTRACTOR SHALL PROVIDE TYPED-IN DIRECTORY FOR NEW PANELS AND APPLICABLE FURNISH AND INSTALL ALUMINU M CHANNEL ALONG VESTIBULE MULLIONS FOR INTERFERE WITH THE REINSTALLATION OF POWER POLES SERVING RELOCATED CHECKOUT FIXTURES, O GENERAL PURPOSE NON•CR&NON-TIMED 2#12&1#12 GND. 17 OF11E APPLIANCES 120V 10 EACH 7#12GND&2#12 EXISTING PANELS BEING AFFECTED BY THIS WORK, CONDUIT COVERT, RELOCATION SHALL BE LIMITED TO THE BARE KINIMUM DISTANCE NECESSARY TO ALLOW PASSAGE OF PWG4N STRIPS NON•CR 8 NON•TIMED 1-POLE EACH EACH GN0.314'C RECEPTACLE SWITCHED PANEL -$"C SWITCHED PANEL POWER POLES THRILL!CEILING. 10.ALL ELECTRICAL DISTRIBUTION EQUIPAIENT(i.e.PANELBOAROS etc,)ARE.EJ(6TING TO REMAIN 22.MINIMUM COINDUCTOR SIZE FOR HOAMERUNS SHALL BE#12 THHN IN 21I CONDUIT.MAKE Cn h 2#12&1#12 GND UNLESS NOTED AS NEW. THE NECESSARY WIRE SIZE ADJUSTMENT TO CONFORM WITH NEC ARTICLE*210-19.FOR 32,PROVIDE TEN FEET OF MULTI-OUTLET STRIP PLUGMOLD 206B612 MOUNTED 18'AFF.IN SECURITY 0 O PUBLIC VIEW GENERAL PURPOSE NEAREST 120V ONE(1)20A LAIN 10 18 CASH REGISTER IG NEAREST 120V IICR1' ONE(1)20A 120V 10 10.DA 2#12&1•,p f2 IG-AA"C 5 NON-CR&NON-TIMED 1-POLE EACH 5.0A .1/211C O OME APPLANCES RECEPTACLE 1-FO-E EACH EACH VOLTAGE LIMITS OF BRANCH CIRCUITS. OFFICE,PROVIDE 2#12:1#12 GND TO SPARE 20.4 BREAKER TO NEAREST 120J,GENERAL PURPOSE z MONITOR RECEPTACLE SWITCHED PANEL CKT. EACH PANEL 11,PROVIDE AN INSULATED,ISOLATED GROUND SYSTEM THROUGHOUT ASINgCATED ON PANEL.DISCONNECT AND REMOVE MAIN SWfiCH FOR EXISTING PLUGMOLD IF EXISTING, r� DRAWINGS FOR ELECTRONIC CASH REGISTER(ECR)SYSTEM,PROVIDE ONE INSULATED ISOLATED 23.THE CONTRACTOR MUST INSURE THRU COORDINATION WITH STORE MANAGER AND 0 Ix 0 y � 120V 10 10.OA ONE(1)20A 120V 10 4#12&1#12 GNU, GROUND WIRE FOR EACH CIRCUIT,PLACE ONLY.A MAXIMUM OF TV40(2)ECRS ON A SINGLE PROJECT REPRESENTATIVE THAT DURING CONSTRUCTION STAGES,PRIORITIES SHALL BE 33.VERIFY IN THE FIELD THE EXISTENCE OF A PRICE SCANNER AT THE LOCATION INDICATED. y - GENEPAL PURPOSE NON•CR&NON•TIMED 1-POLE CKT. GND-1/21C 21A WATER HEATER GEN.PURPOSE RECEPTACLE 12,SA 1 II C. ISOLATED GROUND POWER CIRCUIT, ESTABLISHED TO KEEP THE STORE IN OPERATION-ESPECIALLY THE ECR/POS SYSTEM,ANY PROVIDE FOR POWER REQUIREMENTS PER DETAIL#S,SHEET E.4 ONLY IN THE ABSENCE OF A O CORD REELS EACH EACH O 1-POLE CKT. EACH /2 y RECEPTACLE SWITCHED PANEL 2 REELS/CKT, ACTIVITIES AFFECTING SYSTEMS WHICH ARE VITAL TO THE CONTINUOUS OPERATION OF THE PRICE.SCANNER AT THE INDICATED LOCATION, G12ONE(I)20A 120V 10 S,DA ,RECEPTACLES FOR ISOLATED GROUND CIRCUITS SHALL BE AS FOLLOWS: STORE SHALL BE IMPLEMENTED DURING OFF-HOURS,CONSTRUCTION DURING STORE W p 2'B PEPSI MACHINE GEN,PURPOSE RECEPTACLE NEAREST 120V 1-POLE CKT. EACH SINGLE-HUBBELL AG5251(ORANGE) OPERATIONS SHALL BE LIMITED TO MINIMAL INTERRUPTIONS DURING SLOW BUSINESS a1 6 O NEAREST 120VNIED NON•CR ONE(1)20A EACH 10 1.DA NON-CFI& DUPLEX-HUBBELL#IG5262 ORANGE EXCEPT AS OTHERWISE NOTED. HOURS,MINIMUM DISTANCE NECESSARY TO ALLOW PASSAGE OF POWER POLES THRU � M °I 7 NEW PRICE SALES AREP. &NON-TIMED EACH EACH 2-#12&1#12 GND NON-TIMED ONEO)20A 120V 10 (ORANGE) SCANNER 1-POLE CKT, •1/21IC 21C COFFEE MACHINE TVWSTLOCK RECEPTACLE 1-POLE CKT, EACH 3' ` SWITCHED PANEL SWITCHED PANEL 6#12,2#10&1#72 CEILING, M c LOCK-ON DEVICES AT CIRCUIT BREAKERS FOR ALL '� M � GND,3/41 C. 13.PROVIDE SCREW FASTENED HANDLE M ONE(1)30A 208V 10 REFRIGERATION EQUIPMENT,CASH REGISTERS AND AS DIRECTED IN FIELD BY KMART PROJECT 24,IN GENERAL.'.MULTI-0UTLET PLUG IN STRIPS AND/OR AUDIOrFV TRACKS SHALL BE - �7 0 INTERn FOUR(4) - 21p ICEE MACHINE TWISTLQCK RECEPTACLE 2-POLE CKT, EACH 18,OA REPRESENTATIVE. RELOCATED BY THIS CONTRACTOR FROM EXISTING DISPLAY FIXTURES AS IDENTIFIED AND 6P1 x O NEAREST 120V CR2 120V 10 1C.C4 8#128 2#12 E-HIRE CONSOLE IG RECEPTACLE 20A 1-POLE EACH EACH GND-3/4 C DIRECTED BY THE KMART PROJECT COORDINATOR,WHERE NEW ONES ARE REQUIRED THIS 8 PANEL II ONE(1)20A 208V 10 &GIFT REGISTRY CKT. P1 ICE MAKER MISTLOCK RECEPTACLE- 12,SA 14,FINAL LOCATION OF DEVICES AND EQUIPMENT TO BE VERIFIED VJRH KMART PROJECT CONTRACTOR SHALL FURNISH AND INSTALL NEW PLUG-IN STRIPS TO MATCH EXISTING.PAINT 2-POLE CKT. EACH COORDINATOR PRIOR TO INSTALLATION, RELOCATED PLU GIN STRIPS'OFF WHITE"AS REQUIRED TO MATCH NEW DISPLAY FIXTURES. O COSMETICS CORNICE LIGHTING NEAREST 12OV THREE(3)20A 120V 10 &#12&2412 GND SIMILAR TO WMREAIOLD PLUGMOLD SERIES 2000 CAT,NO,2OGB612.ALL MULTIOUTLET STRIPS TIMED SWITCHED 1-POLE EACH 10.OA .3/4eC 15,HOMERUNS SHOWN SEPARATE FOR CLARITY ONLY,CIRCUITS MAY BE COMBINED FOR MOST SHALL BE HARDWARED, GENERAL NOTES CKTS. COST EFFECTIVE INSTALLATION:BUT MUST COMPLY WITH ARTICLE#310 DERATING FACTORS FROM A.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROTECT AND THE LATEST NATIONAL ELECTRIC CODE, 25, SMALL APPLIANCES DISPLAY LUMINAIRES ARE DESIGNED TO BE MOUNTED UNDERNEATH NEAREST 120V THE SHELVES WITH MATCHING MOUNTING CLIPS,LUMINAIRES AND MOUNTING CLIPS WILL BE RETAIN POWER TO ALL EXISTING ACTIVE EQUIPMENT WHICH SHALL ONE(1)20A 120V 10 3#12&1#12 GND REMAIN, 1C BOOKS CORNICE LIGHTING TIMED SWITCHED 10.CA •1/21IC MOUNTING BY KMART FOR COMPLETE INSTALLATION BY ELECTRICAL CONTRACTOR,EXACT _ 1-POLE CKT, EACH MOUNTING METHOD SHALL BE AS DIRECTED BY THE KMART PROJECT REPRESENTATIVE IN THE FIELD,DO NOT DRILL HOLES THROUGH THE LUMINAIRES TO AVOID DAMAGE TO THE B,ALL REMOVED EQUIPMENT SHALL BE DISPOSED OF BY THIS MULTI-OUTLET NEAREST 120V TIMED TWO(1)20A 120V 10 21/12&1 N 12 INTERNAL BALLASTS. CONTRACTOR UNLESS NOTED THESE DRAWINGS OR DIRECTED 11 LAMPS PLUG-IN STRIPS SWITCHED 1-POLE CKT, EACH 10•Q' GND-1/21IC OTHERWISE BY KMART CORPORATION, 45 6" C.REMOVE ALL UNUSED AND UNNECESSARY CONDUITS,WIRE.BOXES AND FASTENMG DEVICES:AS REQUIRED TO AVOID ANY INTERFERENCE WITH NEW INSTALLATION,ABANDONED CONDUITS SHALL BE CAPPED AT BOTH ENDS. PNL'LP-N" " D. ELECTRICAL CONTRACTOR SHALL RECONNECT ANY EQUIPMENT BEING DISTURBED BY THIS RENOVATION YET REQUIRED FOR CONTINUED SERVICE TO SAME OR NEAREST AVAILABLE EXISTING PANEL; C NV OR - b E.WHERE WORK BY THE CONTRACTOR(WALL REMOVAL NEW OR RELOCATED WALL OPENING.ETC.)RESULTS IN THE REMOVAL,RELOCATION OR REFEEDING OF ELECTRICAL DEVICES OR LIGHTING FIXTURES,THE F- w ELECTRICAL CONTRACTOR SHALL DISCONNECT OR RECONNECT AS UNEOF MEZ.Z7 PNL"LRM� z REQUIRED ALL ACTIVE DEVICES REMAINING ON THAT CIRCUIT SYSTEM, W ETAIL#5 N SEE DETAI #1 ON SEE DETAIL#2 O PNOLP-Ell (n NL'LP-B" HEET E3 F IR SHEET 3 FOIi SHEET E-3 PNUILP-D° PNL"LP-F' r NL'LP-C' i0 PNUILP All EN RGED POVJ R ENLARGED OWER F.CONTRACTOR SHALL RING OUT ALL ISCOCIRCUITS EXISTING PANELS AFFECTED BY THIS REFURBISHING,THIS CONTRACTOR SHALL REUSE EXISTING ELECTRONI S PL N E CIRCUITS VACATED BY THE REMOVAL OR RELOCATION OF DEPARTMENTAL ♦ 1 PN 'LP-Kos - FIXTURES,WHERE ADDITIONAL CIRCUITS ARE NEEDED REUSE AVAILABLE Q PNL°LP-K1'1 SPARE CIRCUITS OR PROVIDE NEW BREAKERS IN AVAILABLE SPACES.TAG ALL 5 UNUSED CIRCUITS AS'SPARE",REPLACE ALL INOPERATIVE OR DEFECTIVE U) 0 CONNECTIONS,PROVIDE UPDATED DIRECTORY IFOREEACHL AFFECTED EXISTING PANEL,Ixm T_ 0 TYPED Q SEE DETAILS#4 ON - - G Elf sHEET#E-3 FOR - ELECTRICAL SYMBOLS III I 1 F� ENLARGED PANTRY COOLER POWER PLAN Q JUNCTION OR OUTLET BOX z U1 I I I I I I 11 1 11 1 1 b UNLESSBURGLARNOTED)) OUTLET CONDUIT up MULLTAGE �Z O ' •• °'' UNLESS NOTED)CONDUIT UP MULTIOUTLET 7 7 7 O• POWER PLUG-IN STRIP Z Q GLASS BREAKAGE DETECTOR = Z ■ Q O EXIT LIGHT ELECTRONI S HO SINGLE RECEPTACLE.(1B'AFF UNLESS NOTED) z d• -RY PStall a M- DUPLEX RECEPTACLE HUBBELL#CR5252 J � C CD 20'RUN MULTIOUTLET 10AFF UNLESS NOTED STRIP PLUGMOULD q FOR LAMP DISPLAY, F QUADPLEX RECEPTACLE TWO(2)HUBBELLorf 7 7 SEE DETAIL#5 SHEET 7 - HUBBELL#CR525 MOUNTED #CR5252 MOUNTED IN A 2-GANG BOX,18"AFF -, ATENDOFUPRIG JUST UNLESSNOTED w L 7 4 BELOW LIGHTED S ELF ISOLATED GROUND QUADPLEX RECEPTACLE S b - - (TYPICAL) -HUBBELL TWO(2)#IG5262 MOUNTED IN A O 7 2-GANG BOX,18"ARE UNLESS NOTED a APPROXIMATELY THIRTY(40)2 UNDERSHELF LIGHTING FURNI HEDBY � ORD REEL VVP WEATHERPROOF RECEPTACLE(18'AFF UNLESS NOTED) • ILI CONTRACTOR AS DIRECTED B KMART ON SHEET E•4 ® SPECIAL PURPOSE RECEPTACLE(18'AFF UNLESS s •--�••-a, .# 32'RUN MULTIOUTLET PROJECT COORDINATOR(TYPI Ay (TYPICAL) NOTED OTHERWISE) ��R Y� SEE DETAIL#3 ON STRIP PLUGMOULD SHEET E3 FOR FOR LAMP DISPLAY, 16 _ 7 - ® ISOLATED CURDLING RECEPTACLE HUBBELL#IG5262C?�,��` ,a ENLARGED POWER SEE DE TAI 11 UNLESS NOTED OTHERWISE [D PLAN OF HOME E-4 LAN COMMUNICATIONS OUTLET AND ROUGH-IN BY s!Y" 6 6 m > �• 7 ELECTRONICS 7 EC.JACK AND LOW VOLTAGE WIRING BY LAN N e , CONTRACTOR. I sss'rrrq 0-- CONDUIT UP I Q CAA s;3 v S (- CONDUIT DOWN a6 2'o ELOC.ATE PANEL IILP-GI • •• C O TEE DETAILS#7 ON RICE SCANNER, ELECTRICAL CONDUIT CONCEALED OR UNDERGROUND Z,441 ON THIS WALL PRICE SCANNER. SEE SERVICE DESK NEW COOLERS PLUG RECEPTACLE FLUSH MOUNTED IN SHEET#E-3 FOR SEE NOTE#33 T IS PNL LP-S ELECTRICAL CONDUIT OVERHEAD OR IN WALLS SEE NOTE#33 DETAILS#4 ON INTO GENERAL CEILING FOR PUBLIC VIEW MONITOR, SHEET,DETAILS - -ENLARGED PANTRY SHEET E-4,DET L S SINGLE POLE SWITCH _ ;$fir THIS SHEET, SHEET E-4 PURPOSE VERIFY MOUNTING LOCATION IN FIELD. - DETAILS SHEET RECEPTACLE IN COOLER POWER PLAN #8(TYP,) O E-4,DETAIL#B CHECKOUT - S" TWO POLE SWITCH � (NP) (TYPICAL FOR 3) I - (O PNLIILP•GII BOOKS TELEPHONE OUTLET LOCATION,MOUNTED 18"ARE m 5 6 - 6 UNLESS NOTED OTHERWISE LLJC� gh DATA COMMUNICATIONS OUTLET 1 1 1 1 1 Q MICROPHONE OUTLET(PA.SYSTEM' HUBBEL #CR5252 MOUNTED z 7 I 7 AT END FUPRIGHT JUST PNL'LP-TVI SEE NOTE# 1 15 BELOW GHTED SHELF MOTOR(THREE-PHASE) ZO (TYP.FORA) (TYPICAL �. MOTOR(SINGLE-PHASE) F-- OR FOOD AREA CONVERTED TO SALES ARE SEE NOTES 19 li � EE NOTES ,D,C,B ❑J SAFES'SWITCH OR DISCONNECTING MEANS m E,D.O,B Q Q Q FOR A&4ND NED - FUSED SAFETY SWITCH OR DISCONNECTING MEANS Ln PHARMACY MANUAL STARTER WITH OVERLOADS.PILOT z Ur LIGHT&NAMEPLATE - Q LJJ (� m III /LU FN/ Lm p LEE E#30.31 ® MAIN SWITCHBOARD 480/27N30-4VJ = Cn 3 -4 POWER OR DISTRIBUTION PANEL W U FOR C ECKOUTS 480V-30-4W OR 208Y/12OV30-4W --I ILL! EE ETAIL#20 LIGHTING OR RECEPTACLE PANEL Z U) 480Y/277V-30-4WOR20BY/12OV-30-4W C) Q p = SHE E3 FOR BEVERAGE ENTER,TEE I- Y Z � INIE NET CAFE,E RIPE 0 POWECOMMUNICATION POLE - LU LL] C U AND IFT REGIST ® KMART MASTER ANTENNA TELEVISION/AUDIO 0- Y Q 10 ® 2 9 8 2 8 8 5 7 8 5 3 6 7 5 2 5 7 4,5 3 4 3 2 1 SYSTEM TRACK U w a g Q Q Ti L`no TERMINOLOGY&ABBREVIATIONS AFF ABOVE FINISHED FLOOR Project Arch EriqIlne,en POWER PLAN NEC NATIONAL ELECTRICAL CODE B,KUHARCHEK SCALE;1/i6'I=ibl� Drarr,l GND GROUND ANETA DIMITROVA CKT CIRCUIT Checked: LAN LOCAL AREA NETWORK GERG NELSON C CONDUIT:EMT UNLESS NOTED OTHERWISE Date: GP GENERAL PURPOSE CIRCUIT OR RECEPTACLE DECEMBER 08,2006 ECR ELECTRONIC CASH REGISTER Sheet No: 16 ISOLATED INSULATED GROUND FOR ECR SYSTEM E-2 I I I REVISIONS TO AV - mn.mmmum SIGNAL o[ce�eEn is.aXc 2 SOURCE 17 . I r -T---I ( ( I I I P 36 FT. I I I t J CONNECT EIN LUMIJIAAIRES TO EXLSTIt 277 CIRCUIT i EACH RqW(TYPI IU). 1 t T I B B 26 FT, _ 16 FT, —1 7 —I I AEOE'TACLE FOR ♦ 1 - .. C 4C 4B 4A TERACTNE 1 T NDEOEAD 2fl2,J12 CND TO PANEL ... ....... ...... ...... .. .... ... .. .. O �� z MULTIOUTLET STRIP MOUNTED ON FLOOR-MOUNTED 2X4 WOOD 23 OF CABINET FO PHOTO FINISH SE" STUD BETWEEN REFRIGERATOR w w R I I OF CABINET FOR PHOTO FINISH LINEUPS(TYP.) ® :E V 1 I EXISTING B•FT. W T SURFACE-MOUNTED C M FLUOR 5 HOME ELECTRONICS POWER PLAN M FLUOR IRE(TYPICAL). 1 ENLARGED HOME APPLIANCES PLAN M E_, SCALE: .t"'. i ♦ tIOTFC, 1,.SEE SALES AREA POWER REQUIREMENT SCHEDULE ' © CONNECT NEW WALLWASH 1 SF- VOTE#74° Fi F-9, ON SHEET E-2 LUMINAIRES TO EXISTING NEW 8-FT TYPE SURFAC. I ALLL;IRI:.AL"ONIRA;IOR oHAIL IJRNISH i\J INSIAL_ vW1.11OLIL-I MOUNTED FLUORESCENTS RIP WALLWASH LIGHTING CIRCUIT PUS-In RIP,WI'iRE 10TEC CN TI- DRA1h I\CS MJLlOUTLET PLUG-If!STRIPS " LUMINAIRES TO MATCH EXIS TING, I I SHAL_BE%REMOL: #2CCBA60g.COLOR C-MJL-I-OUTL�STRIP SF4_L MATCH FURNISHED AND INSTALLED KITH RELOCA EC EXISTINC OR CIS'LA'FI7TURE FANS_COLOR. CJRR NT Y FROSTY - - LAMPS BY ELEICTRICAL CON RACTOR I WiITF UNI aS In.I;,ATFE OTHFRWIS FO NOT MI- STRIPS OF DIFFFRFNT',O FiPS ! - (IYPICAL) I ♦ ♦ I ON On 'ANEL MOUN INS LIEIOII C AID PLACEV NT CF PLGMOLD STRIPS S IOWN j{! A-APPROXIMA E.EXACT MOUIJTI\G H'I,HTS A\ PLAC_MEM STALL o DE-ERMINED EXISTING4 ,2 LAMP ON SITE E THE IMART-ROJECT 00i-INATOR.WHERE APP_4 WLE INETALLATI'3\ OPEN STRI AlALLWASH SHAL_BE COMPLETE)AF E?ME-A'STFIICARDS APE It,PLACE AS FOL O'n S: 114 I LUMINAI RE(TYPICAL). .JL1 O OIIE.1)36 0'RUH OF PLJGMO D$TRIF 0 58"AFF v BO-Wq E:;=. 1 I ONE,1)36 0'RUN OF PLJGMJ_D STRIP 0 B4 AFF-0 9070M E_i GIFT REGISTRY I AN NCI 8 RLV[ AVT-NNA RACK MCUn-E: 0 52"AFF U T.B.D. � F. i.M _CGL I'P IV'S, J-L. \CY,'S A\?HOML IHLAIRL.'AP -M `IILL' t t —4- FLJG U ST21PS SHALL BE 3WY 1\CO P,.AKTEVNA T24CK FUPNISHE- PY i&w FOR COMPLETE IN_TF LATION BY ELECTRICAL CONTRACTOR. a OONE(')RL\ OF MUL-IOUTL T STRIP =JRKIF`D.ANC IISIA_L-D B" E-HIRE II' ELECTPICAL CONTRACTOt.LEVGIi OF HIDIVICOAL RUN is R116TED IN THE PLAK ABOVE. rwTYPE C1 4+FT.2-LAMP WALLWASH EXISTING, FURN H DAIREA DMATCH I O BYVEL-:TPI�ALV1-NTRACTOR LL URN KMkP.CCMFL-IL fill ALLA III OINSTALLED WITH.AMPS BY A I I I ELECTRICAL COITRACTOR — — — — — — — — — — — — — — — — — Lu + EXISTING B-FT, RI +I` v +I u + b IPSURFACE-A T FLUORES CENT STRL)LUMINAIRE(/YPI:A . rl V NEW RECEPFACLE '^ Q EMEND TO EXISTING HUBBELL#HBIL2320 Cn LIGHTING CIRCU FOR ICE MAKER - - J (n Q j 1 A by Q Q Q NEW RECEPTACLE I I 1 B 1 1 1 � Q OI 10 V1� V12 V Qlv - HUBBELL#CR5252 NEW RECEPTA�LI Q cc � FOR WATER HEATER HUBBELL#HBL5e52 G 0 MOUNT RECEPTACLE 1 FOR PEPSI AMC E OUADPLEX ISOLATED GROUND DATA COMMUNICATIONS OUTLET W BELOVV COUNTER 1 RECEPTACLE TWO(2)HUBBELL (TYPICAL) 0 NEW RECEPTACLE - #CR525213 MOUNTED IN A 2-GANIG BOX HUBBELL#HBIL2620 CKTS,a,b,c,d(TYPICAL FOR 8) Q Z a✓ J _ _ _ NEW RECEPTACLE 2 INTER Z 8 FOOD DEPARTMENT CONVERTED-LIGHTING PLAN FOR ICEE sDALE: ,fin"=r-D' N'ET CAFE POWER PLAN Q — E SCALE.114=1-Ou U) II q q FOR GENERAL PURPOSE "... E-2 Q 1 q II o �- u n Ay I I NOTES i A— — 1-ELECTRICAL CONTRACTOR SWILL FIELD VERIFY MOUNTING HEIGHTS OF DEVICES, co C.0 EXISTING 4-FT,2 LAI E2 1 1 uj r^ WALLWASH LUMINAIRE V (TYPICAL). 6 BEVERAGE CENTER POWER& LIGHTING PLAN L 2 SCALE:1/4N=1L0" NOTE: .2 LA.I 1, SEE SALES AREA POWER REQUIREMENT SCHEDULE ON SHEETE-2 —EXTEND ALL CIRCUITS FROM PREVIOUS JEWELRY &A:1 2 VERIFY EQUIPMENT LAYOUT/ORIENTATION INFIELD, _ 13 LOCATION AND RECONNECT CORRESPONDING TO . -.I ♦ ♦ ♦ ♦ nNG�-FT, ♦ NEwIYPE©SIURFACE- - FORMER EQUIPMENT OR DENCE BEING SERJED AS fir' `O�` i - SURFAC MOUNTED MOUNTED FLUORESCENT STRIP 3, SEE LUNIINAIRE SCHEDULE ON SHEEP E•i. - FOLLOWS; .FZ, --'; �I LUNOtIAIRES TO MATCH EXISTING, I r FLUORE ENT STRIP 14 20A 126V CKT.FOR GENERAL PURPOSE RECEPTACLE LUMINAI FURNISHED AND INSTALLED WITH 4.VERIFY LINE-UP OFICE MAKER,ICEE,COFFEE AND PEPSI MACHINE IN FIELD,p�(TYPICAL), 20A 120V CKT.ISOLATED GROUND CIRCUIT I I I I 1 I LAMP BY ELECTRICAL CONTRACTOR - a ♦ I (TYPICAL) I 5. FOR THE ICE MAKER.FURNISH AND INSTALL ONE(1)9-FT,y 20A 120V CKTS FOR LIGHTED SHOWCASEC#121MTH GROUND i LOW'VOLTAGE WIRING BY OTHERS ` 3 RECEPTACLE IN THE WALL, C 4k; G' }STCJ3V 1 s'• ♦ ♦ I I ♦ I ' CONNECT NEW WALLWASH EXISTING CORNICE LUMINAIRES I I I IT ILLI NAIRESTO FUfISTING SHALL BE REUSED,OTHERWISE IwAIAwASHLIGHTINGCIRCUfI SHACOMCTLPLBE FURNISHED BY ETEMSTALATpN gyART FOR 3 JEWELRY POWER&LIGHTING PLAN ELERICAL CONTRACTOR m • NOTES, - ""..... . "'.... 1 " 1,SEE DRAWING SHEEP E•1 FOR LOCATION AND ITEM DESCRIPTION, D z _ - - .e z EXISTING 4-FT.2 LAMP NEW TYPE-04•FT,2-LAMP OPEN STIR WALLWASH, AS I , HE TO� E I C�7LUMINAIRl RS� �INSTALLE WITH LAMPS BY W ELECTRICAL COMPACTOR I COOLER;?i COOLER k2 COOLER P3 Q Lu U_ W MOUNTED ON TOP �. OF GONDOLA FOR - Y QZ 0 = • PROMOTIONAL f COSMETICS AL FOR I LLI = Co Y Q i. COSMETICS = d F- CO 515 512 5 417 415 413 4 � wN QCO HUBBELLi-CR5362 Q Cn If) C,) RECESSED IK WALL AT 1BI AFF FOR COOLERS 41;23 jPmect Arch,Engineer: 9 PHARMACY-LIGHTING FLOOR PLAN-NEW Og B.KUHARCHEK F_1 SCALE: 1/E"-,-C,.. J Drewn: 4 PANTRY COOLERS POWER PLAN ANETADIMRROVA 7 COSMETICS E-2 SCALE:1/4r=1'.V � � GREG NELSON NOTES: Date; 1,VERIFY IN THE FIELD AVAILABILITY OF CIRCUITS DESIGNATED, DECEMBER 08,2006 1.SEE SALES AREA POKIER REQUIREMENTSCHEDULE Sheet No: ON SHEET E-2 2. SEE DETAIL#4 ON SHEET E-4.3, SEE SHEET E-2,ELECTRICAL NOTES AND SPECIFICATIONS. E-3_ L i REVISIONS veers I o[rfu-Ee�z.mu .. 6#12&2#121SOLATED GRD;1/2"C 2#12&1#12 GND:1/2"C TO p# DRILL 3/1611 DIA,THRU-HOLE IN SHELF THREE(3)SPARE 12UV CIRCUITS PANEL"CL1 FOR LIGHTED i FOR SELF-TAPPING SCREW IN EXISTING PANEL"CR21 LOW VOLTAGE WIRING SHOWCASE IF APPLICABLE ' PROVIDED WITH BRACKET LAN WIRING BY OTHERS BY OTHERS #12 GAUGE GALVANIZED WIRE SECURE I/2-CONDUIT FIRMLY TO TELEPHONE WIRING BY 10#12&2-#12 GND-3/411C 2#12&1#12 GND,-i/2"C T0120/208V TIED TAUT TO BUILDING STEEL.----,,,,, BUILDING STEEL AND CONNECT TO J-BOX, RUN 2-#12&GROUND. INSTALL BRACKET, OTHERS TO FOUR(4)SPARE 20A 120V NON Cl OR ISOLATED GROUND"CR/ TWO(2)PER LUMINAIRE CIRCUITS a,b,c.d IN EXISTING PANEL,SEE POWER PLAN SHEET E-2 PANEL F 2#12&1#12 ISOLATED GND,-1/2C 120V CADDY-IDS"INDEPENDEN CEILING GRID PLUG-IN FEATURE FOR ATM MACHINE NON-CR OR NON-TIMED SWITCHED PANEL. SUPPORT CLIP FGR SECURIN END TO END INSTALLATION CORD REEL TO TEAR GRID. OF LUMINAIRES. - HUBBELL#IG5262 SEE POWER PLAN SHEET E-2 LUMINAIRE,SNAPS ONTO POWER/COMMUNICATIONS FOR ECR(TYPICAL) POWERICOMMUNICATION POLE BRACKET'S RETAINER POLE FURNISHED BY KMART CKT,CR2-a FURNISHED BY KMART FOR FOR COMPLETE INSTALLATION COMPLETE INSTALLATION BY CLIPS BY ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR OR CORD REEL FURNISHED BY N, 1%, LAN OUTLET AND WIRING BY OTHERS EXISTING RELOCATED AS INDICATED KMART,INSTALLED BY 120V RECEPTACLE MOUNTED ON PLAN' s ELECTRICAL CONTRACTOR TO UPRIGHT JUST BELOW ". HUBBELL#HBL5352 SHELF 20A 125V DUPLEX RECEPTACLE U LAN OUTLET BY OTHERS r FLUSH-MOUNTED IN CEILING FORBELL�ICAL II - P (TYPICAL). DATA JACK FOR ATM FOR FOR ECR PICAL 3 PLACES) 4'4 CKT,GR2-b GENERALPURPOSE C� 4 RECEPTACLE C Zo�y rn b 125V 3W ISOLATED GROUND 0RECEP ' SECTION -SMALL APPLIANCES HUBBELL#IG5262 MOUNTED HUBBELLACLE ® c HUBBELL#CR5252 HUBBELL#IG5262 18"AFF FOR ATM MACHINE MOUNTED 18IAFF,MOUNT ALL OUTLETS 9 RETRACTABLE CORD REEL K 6 HELF LIGHTING CKT.CR2- BELOW COUNTERTOP(TYP,) 4 co SCALE;NOT TO SCALE E_2 SCALE:NOT TO SCALE ° W o E•2 RUN ALL POWER WIRING IN FLEXIBLE CONDUIT NOTES' BELOW CONTERTOP 1.SIMILAR FOR USE OVER FLEXIBLE COUNTERS,SEE SALES AREA d - � 0 ¢ POWER PLAN SHEET E-2 FOR LOCATION AND CIRCUITING 5-FT.RUN MULTIOUTLET TELEPHONE OUTLET AND WIRING CASH REGISTER STAND STRIP WIREMOLD V20GB512 BY OTHERS MOUNTED 6"BELOW COUNTERTOP HUBBELL# 5262 E_2 SCALE:NOT TO SCALE K3 FOR ECR(TYPICAL) CKT,CR2-b 1/40 RODS THREADED ON BOTH ENDS.PROVIDE AT 4-FT,ON CENTERS AND AT SPLICE JOINTS C-CLAMP TO BAR JOIST (TYPICAL), ABOVE CEILING DATA OUTLET FOR WESTERN UNION 2#10&1#10ISOLATED GROUND-I/2-C TO 120V"CRT TRACK-MOUNTED OU.ADPLEX RECEPTACLES MOUNTED PANEL FOR ELECTRONIC CASH ER TIGHT TO COUNCi 4 CUSTOMER SERVICE DESK "a^AFFGoawESTEau UWGN PQuwuE'rr 2#12-1/2101ISTER 2V 2#12.1/2 C120b'NON-CR OR E 2 NOT TO SCALE PANELFOR GENERAL CEILING `�� PURPOSE RECEPTACLE -- CENTERLINE NOTES', LAN WIRING BY LAN CONTRACTOR - OF TRACK 1,ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE FOR RELOCATION - AIM LUTANAIRE TOWARDS AND RECONNECTION POWER POLE AND ALL EXISTING DEVICES AND CIRCUITS POWER/COMIA)NICATION POLE TELEPHONE WIRING BY OTHERS CENTER OF WALL GRAPHICS PRESENTLY SERVING EXISTING SERVICE DESK,EXTEND ALL CIRCUITS FROM FURNISHED BY KMART, PREVIOUS SERVICE DESK LOCATION AND RECONNECT CORRESPONDINGLY COMPLETE INSTALLATION BY U) V CENTER OF TO FORMER EQUIPMENT OR DEVICES BEING SERVED AS FOLLOWS: ELECTRICAL CONTRACTOR LIGHT BEAM WALL GRAPHICS A,THREE(3)120V ISOLATED GROUND CIRCUIT FROM PANEL CR2"FOR CASH REGISTERS. LL! B.FOUR(4)12OV CIRCUITS FROM THE NEAREST NON-CR AND NON-TIMED SWITCHED PANEL - SALES AREA WALL FOR SPECIFIC DEVICES AND EQUIPMENT IN THE SERVICE DESK AS INDICATED. - C.ONE(1)20A 120V CIRCUIT DEDICATED CIRCUIT FROM-CR"PANEL FOR ATM MACHINE, U HUBBELL#CR5252 ELECTRONIC CASH REGISTER Q 7 WALL GRAPHICS DISPLAY LIGHTING RECEPTAC1aERPQSE FURNISHED BYKFAART, w 0 125V 3W ISOLATED GROUND J Q E-1 SCALE:NOT TO SCALE RECEPTACLE FOR ECR Q C O HUBBELL#IG5262 SHELF w G N NOTES IF 0 Z L=L 1. 'ELECTRICAL CONTRACTOR SHALL MAKE THE NECESSARY HEADER PLUGMOLD LAD NECCE G BY Q � _/ MINIMUM ADJUSTMENT TO THIS LOCATION DIMENSION SO AS Z - TO AVOID INTERFERENCE WITH EXISTING LUMNAIRES, UPRIGHT OTHERS. Q Q Q SUSPEND TRACK ASSEMBLY 16"BELOW CEILING ONLY IF INTERFERENCE PANEL v = N Z WITH EXISTING LUMINAIRES IS UNAVOIDABLE D CAP U) Z . UPRIGHT - LOW VOLTAGE � 6 WIRI BY NG THERS — C) co — �1 I 1/2"CONDUIT DROP - M GD BETWEEN UPRIGHT PANELS INSTALL CHECKOUT IDENTIFICATION LU ti I. LIGHT AND SWATCH FURNISHED BY KMART. rr^^ V I I L / DOUBLE SALES PLUGMOLD J II PANEL FOR HGANAE ELECTRONIOCS Z 1/2 CONDUIT VRTIH 2#12& LA ALTERNATE LOCATION OF 2 CHECKOUT DETAIL RECEPTACLE IN CASE OF 1/2 CO INT DROP UPRIG 1#12-GND, INTERFERENCE FROM] J-BOX SEE NOTE BETWEEN THE UPRIGHT (SHELVES NOT SHOWN) E.2 SCALE;NOT TO SCALE LLI OUTLET BOX AND OUPLEX OTHER DEVICES. #2 BELOW PANELSASCLOSETO RECEPTACLE FOR THE PRICE - END CAP AS POSSIBLE. _ SCANNER(SEF NOTE#4) - SEE NOTE#2 BELOW ,.,gP SURFACE RACEVIAY FOR - HEADER ,J A - RUNNING THE LOW VOLTAGE PLAN VIEW - LAN RECEPTACLE CABLE TO THE SCANNER. - LOW VOLTAGE BY OTHERS �� p H_ PRICE SCANNER MOUNTED ON POWER ADAPTER THE MOUNTING PLATE.(SEE ELECTRICAL PLUGMOLD ON ya 31 ,' NOTE 1 THROUGH 6) BOTH SIDES OF GONDOLA GENERAL PURPOSE POWER/ Efj g a 'V 60-AFF(MAXINIUTA TO FLUSH MOUNTED J-BOX RECEPTACLE COMMUNICATION 3�0-a'b, Fri I TOP OF SCANNER, BETWEEN UPRIGHT PANELS 11 qI d 10'-10"AFF ECR RECEPTACLE ' 441AFF(MINIMUM)TO P °a BOTTOM OF SCANNER • ''. MOUNTING BRACKET COLUMN rn � FLOOR CDTOP OF BASE LLJ m \_12OVWIRINGIN 1/2"FLEX(TYR) D 8 PRICE SCANNER MOUNTING DETAIL 2 z SCALE;NOT TO SCALE E-0 z E-2 - U PLUGMAOLD MOUNTED TO FIXTURE - �- NOTES: - (WIREMOLD#20GBM9 OR APPROVED 00 Q 1,THE FOLLOWING MATERIALS VALL BE FURNISHED BY KMAART,THE WORK AND EQUAL),COLOR TO MATCH PEGBOARD M CC INSTALLATION OF THESE MATERIALS WILL BE BY THE CONTRACTOR, (CURRENTLY FROSTY WHITE)OR AS CO OUC � 8)PRICE SCANNER WITH MOUNTING PLATES,BRACKETS AND STRAPS. SPECIFIED ON PLANS.PLED BY b)ANTENNA AND MOUNTING HARDWARE, FURNISHED AND INSTALLED LENGTH c)POWER SUPPLY TRANSFORMERS FOR ACCESS POINT UNIT AND PRICE SCANNER, �pG00 INDELEIVIDUAL RUNS CONTRACTOR REOUIRED GBV CL e)ANTENNA OF FIXTURE OR AS SPECIFIED ON PLAN e)ANTENNA CABLE TO ACCESS POINT UNIT, > U LLI � - KICKPLATE > 2, REMAINING MATERIALS NEEDED FOR THE INSTALLATION.INCLUDING CIRCUIT BREAKERS W (AS REQUIRED),WIRE,CONDUIT,OUTLET BOXES WITH COVER PLATES,RECEPTACLES = CL LLJ SURFACE RACEWAYS(LATCHING DUCT),AND MISCELLANEOUS HARDWARE SHALL BE z(n PROVIDED BY THE CONTRACTOR. H- Y Z O D 3,INSTALLING CONTRACTOR SHALL RECEIVE THE MATERIALS SUPPLIED BY KMART AT THE 3 CHECKOUT COUNTER ECR SYSTEM w z Q co Q SITE,INSTALL AND MAKE THEM READY FOR USE, 5 HARD-WIRED PLUGMOLD MOUNTING- DOUBLE-SIDED GONDOLA E_2 SCALE:.NOT TO SCALE F- LLJ r I.- Y Q 4,THE DUPLEX RECEPTACLE FOR THE PRICE SCANNER SHALL BE MOUNTED WITHIN A 2"X 4" E 2 SCALE:NOT TO SCALE - LLJ-In Q- HANDY BOX WITH SUITABLE COVER PLATE,THE RECEPTACLE SHALL BE HUBBELL CATALOG#CR526Z NOTES: cl- < Co Lo 5 THE POWER SUPPLY TRANSFORMER PLUGS INTO THE RECEPTACLE AND IS SECURED BY A 1.MOUNTING HEIGHTS AND PLACEMENT OF PLUGMOLD STRIPS SHOWN ARE APPROXIMATE.EXACT CABLE TIE,THE LOW VOLTAGE CABLE FROM THE POWER SUPPLY IS BROUGHT DOWN TO MOUNTING HEIGHTS AND PLACEMENT SHALL BE DETERMINED ON SITE BY THE KMART PROJECT THE PRICE SCANNER THROUGH A SURFACE RACEWAY(LATCHING DUCT WIREMOLD COORDINATOR, Pro t ArchJ En near. MODEL#300),THROUGH THE BACK PLATE AND PLUGS INTO THE SCANNER,THE SURFACE B,KUHARCHEK 2,JUNCTION BOX AND CONDUIT SHALL BE INSTALLED IN A LOCATION NEXT TO THE UPRIGHTS,WHICH ATTACHING THE SHOULD SURFACE RACEWAY, DOES NOT INTERFERE WITH THE INSTALLATION AND OPERATION OF SHELVING ATTACHED TO THE Do-,OF THE COLUMN SHOULD BE CLEANED THOROUGHLY WITH MINERAL SPIRITS BEFORE GONDOLA. ANETA DIMITROVA Checked: 6, PRICE SCANNERS SHALL BE ORIENTED AND MOUNTED ONLY ON THE FACE OF THE COLUMN INDICATED IN THE SALES AREA PUNTER PLAN,WHERE ANOTHER DEVICE SUCH AS DREG NELSON Date; FIRE ALARM STROBE EXIST ON THE SAME FACE OF COLUMN,MOUNT ONLY THE RECEPTACLE ON THE ADJACENT FACE OF COLUMN AND REROUTE LOW VOLTAGE DECEMBER 08,2006 WIRING TO THE SCANNER ACCORDINGLY, Sheet No: E-4 s a ;y • 1 11 11 11 11 -- Fixture Legend Jim son II 11 11 l IMIF M�1�1 I �-.q.91 1 I I 11 f l II 1// wain NIII�I � 'Ipm IL''�.....f�3 11 ° ... 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'� '_ci �• M--,a4r'r�kL 1�— ��.� SAW=/ ira , :.. f 1� • , • �j�' �jj I ■ _ _ :i ; I I - - - - - •�,. `„ LI If fi it 11 J 7___.�:�� ° � ,�� •- - ,�—.r.�-; ■ I[ .� V-fis`r� r' + O O o ° A., ° rr r� _ i 11 11 11 11 1�---__ t .� "�____ 1�__—,fi�l� ��■^ �-iYW�YW1i--- = I♦ ::I I ii j j 11 , all` 11 11 II II 11 - 1 it =__� - 11'—____ --, --�-.. �1 ,_ .. \•� .� ��' �'' �� '_:i '_i 11 II 11 11 fE . 1! I ii 11 fl 1•----- .- r � 1:- o Iea _:I �:i _ay ♦ ♦ ♦ • 1�----- ---fit' "�____ I^I . I! r 4 ❑- ,:- I:• I:.: I: 1:- ,- 1-- ITT-.._e L-_ I::: E� !,. it iii 11 II 11 �• 1 N _ _. .:.. :. - I �=- I .r •[ _ a � s u ■ri A__-__ 11 ftil__�, trams____ ,q, STORE ii- I:- .:� I ♦ ♦ ♦ ♦ I:.: I_r. r- 1`�----- '!,'--�'1 �,I 1 =II. s/ II= IIds r- - i r- ul I 1—___—s,.t. i.:� r,i i I.. rr. r- :i- 1=, i:- ■■■■■■1■■■■■■■■[] �■®■■■■■■■■1■■[�I A--_-- •��_�. 4 _I ��-- )7 � I .. �' i,l 1 =,,• _•,. _i -, � _ \ - :..I _:I _:1 `� S:I ca .:I .a �':1 '■�■■■■■■■■■■■■[71r:I■�/p��l■IIIIAIA�[�I�np LEA_—�_— i 1 III {i �or� F•n17•u[aa:a•1af� ��ii' : r" �i `�/� I I _I _I -_I -1 � � �■ :: � � � �� it _■�—mot- _.I -' It�7.1`li:�a� rya - -� � ' I•- - �•� -,",`>'<`-�" _1l.e 11 1"1 i ,fN : 1 :�:�... _�-:1 L-•;71 •'I _'_:1 .,.. •:::: .:::i: v1 .:I 11 /CENTER 1 v \/ IId�ar.a1.w�l:e.lr�n�m�lm�■[.a�l_ MENEM �■I�. 1 '., I ,I � � I-- 11 11 11 11 11 1► 1► 1► li t:��®�� {1 ---wt- 1_ r,�===_ •�.■ E ,:- ,:- _:I C� 11 01 01 11 0 ►1 ■ I: �. �c&arc.rrarc�rE► _:I I [ 7 _.I .a .a t"� 1 1====mot• -•_ T= 1 r >.�:�� 1 MMK�Mil HEALTH BEAUTY i5i � �� •. ,, � � =.1 �I� �.• _, _ I■ .�� - :.� 11 � � .'-'y - II 11 11 11 If '�_--- •.'�i=�.. _ H H� H H H II NI II 11 II 11 11 II 11 11 11 if 7. H ii 11 HI 11 11 II 11 11 �—___ ' fa 11 11 11 11 11 11 11 � 11 II 11 11 11 II 11 � IM �� _., �„ .,. _.; �� : � � � . �_ �-� � , � 11 II II 11 ll �1 it ►1 Ijl . !!. II 11 ►1 ►1 ►1 �1 ----- 1 —� • • • II�JMMMt�--__ �_�1________�•_:G'�r�l Minn --�� y, e M ' _■��----------------� -■�-------_- —I�----------- CI I it 9 EYE Tim SEARS SALES FLOOR PLANNING 1 1 1 �- ••i REVISIONS DATE REVISION 450'-0" 55'-0" 206'-0' - pl P3 P2 P2 P3 P3 T E T P3 P3 2 P2 C T L T/'-'\ T-P'\ 7 6 10-0. P3 P3 If ADJACENT v.? .. .<..,_,. sue. ,,,Er.> -.. _.. ._-. -_,.. .', .,.,-:41... .•�: ..: e ;., ..:: 4. .::-,F "� 6 RETAIL -...,., r _.. :,..,. .,s .. .. - 8' i V e , r , :. , v n,r. r , FRONT ELEVATION PAINT SCORED CIVIL P3 L m U ° 55'-0' 450'6 Z o P2 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P2 Q y, y b"c I A M M ) K M A4 A L y K Y P3 P3 P3 P3 P3 P3 _ d r W O :; .......: .a, s REAR ELEVATION 210'-0" PI 2 P3 Y_P3 D P2 L 22'-6" ADJACENT RETAIL LEFT-SIDE ELEVATION Lii 210'-0' 2 P3 P3 P2 P3 P3 P3 f 1 P3 PK G D I C D C 450'-6' Q a �1LIJ$C! "i@tt £C z I O Q 22'-6' ,a s yg $j W C� A J RIGHT-SIDE ELEVATION 2to'-0' W Z Z Z Z Q Z _ }¢- � p — O O 00 Cfl E co KEY PLAN ~ W L x .EXTERIOR PAINT SPECIFICATION LEGEND PHOTOS OF EXISTING STORE EXTERIOR PAINT "GENERAL" GUIDELINES LLB P1 P2 P3 P4 SYMBOLS DESCRIPTION The line items listed below are"general"guidelines to be followed in regards to surface prep e DENOTES SPECIFIED PAINT COLOR ^ and paint application. See DWG SP-1 for add itinoal instructions. BENJAMIN MOORE BM OG6710E MIST BM 084 FIESTA ORANGE SPECIAL KMART TAN ® DENOTES EXISTING MATERIAL FINISH + . EXISTING MATERIAL TO REMAIN-DO NOT PAINT 1. It is the contractor's responsibility to 10. Do not apply paint when surface and ambi- ICI PAINTS ICI WHITE ON WHITE 1016 SPECIAL KMART ORANGE ICI 551 MANILLA TAN - W properly survey the site/work prior to ant temperatures are outside of submitting pricing to the Kmart Facilities Rep- temperature ranges required by the paint resentative. manufactures. SHERWIN WILLIAMS SPECIAL KMART WHITE SPECIAL KMART ORANGE SPECIAL KMART TAN SCHEDULE OF FINISHES p ,. y t " ''`-� »v � y � 2. Provide all materials,labor,equipment, 11. Do not apply paint when surfaces are wet, service,scaffolding etc. Necessary to during rain,high winds or snow,or when relative � y + " humidity is outside of humidity ranges required b FINISH/COLOR MATERIALS e v z xr complete all exterior painting shown. Y Y 9 q Y W r the paint manufactures. > e ICE MIST ® CONCRETE BLOCK x 3. All materials used on the project shall be 12. Application of rimer coat 1 coat and finish Q " e FIESTA ORANGE SPLIT FACE CMU ' the exact color,type and quality as specified. PP P ( ) Ice Mist Fiesta O1trge - Mandfa Tan coat(2 coats)to exterior surfaces shall be in P1 r- _41_.,; }3 a MANILLA TAN SMOOTH FACE CMU �"*„a ., accordance to the material manufacturer '_,., 4. All exterior surfaces shall be dry and clean - ;.._ specification to ensure adequate coverage, v- 7 = r from all dust,din,oils,grease,and peeling or P q FLUTED BLOCK '.:' �r.- , " .' x�_F _ _..�...-+4'r waterproofing, ndwea rresistance. scahing paint before painting. rp offing,a the If after Q the specified number of coats are applied and the 'i ,s ': COLOR CONCRETE BLOCK .. "� g _ ': # r . . -;_' ,._ ,._ � �-_' ,.� P7"I ;,. -.. . _,,..� rs +,�:, . prior conditions have not been achieved,it will be€ , 5. If mildew is present remove with a. .::.s A _ :`.:_,� ,. . -� ._. _. :- -�¢.�.» the contractor's re onsibilit to a I additional �� , ;� -� � x_Xt� A:,- x' commercial mildewcide solution Cauti sP Y PP Y-. _rs �, ' >�,,, t �,,,:, , : �� 1;? �`<,., coats until an acceptable level of ertormance is e PRE-CAST CONCRETE Use rubber gloves,work goggles and Pry i protective clothing. achieved. PRE-CAST CONCRETE COLUMN,BASE OR CAP ` .- " TO! 6. Multiple coasts of paint that are in an 13. Paint all exterior masonry,exterior iron or J METAL COPING/FASCIA , Y r. '�'�" ' '-'=u �-a,., ' '�, _ steel including all exposed wall and roof flashing, e ;_ £, ' _ advanced state of deterioration and prior 9 W - applications of cement based paints must be mechanical vents,exterior soffit exterior HOLLOW METAL STEEL DOORS �:� :« ,i -:.:. �, �':c 0 removed by sandblasting or by use of a aluminum canopy fascia,exterior roof gas pipes VERTICAL LIFT DOORS,METAL FRAMES,META y{ 'T,�. mechanical grinder eto.as specified. 0 CORNER PROTECTION AND RAILING The colors shown on this print are for reference purpose only,and are not a true representation of the colors specified. e CANOPY r -. 7. Weathered,masonry surfaces must be free 14. Painting of physical hazards and protective, LLJ METAL GUTTERS,DOWNSPOUTS&LOWERS , of dirt grease and oil. Badly weathered con- fire fighting and safety equipment shall comply DO NOT COLOR MATCH TO THE EXAMPLES INDICATED ON THIS DRAWING ® - Crete,brick or other masonry should be power with OSHA. Colors shall comply with American UNDERSIDE OF CANOPY x r ,� - ;t washed. National Standards Institute pamphlet. O ® ACCENTTILES ¢ 8. All structural cracks and/or crevices are to 15. Upon completion of the work,remove all N Additional Painting Specifications: STEEL TUBE FENCE a «.; be filled with the appropriate patching material. paint spots from glass and other surfaces. e � "" " '� Remove from the premises all rubbish and 1. Pylon!Monument signs to be painted"ICI OOYY 35l180 TANTALIZING TAN" ® ALUMINUM OR METAL 9. If any surface finish cannot be repaired or accumulated materials leaving the work area in a rolectArc. ngin— DATE ACTION put in proper condition for finishing by custom- clean,orderly acceptable condition. 2. Bollards to be painted"Safe Osha Yellow" e ACRYLIC awn: P "Safety Issued to Real Estate ary cleaning,sanding and fill H.KWON e CLAY TILE ROOF/TERRACOTTA/TILE 12/1210B Bidders Print Issued operations,the contractor should notify the 16. Leave with Store Manager a minimum of(1) Checked ® 01111/07 Claoficatlon update#1-Add intta s on side Ee ations Kmart Facilities Representative prior to gallon of each different paint colors used on the ORNAMENTAL SCUPPER P P P e:NOVOSEDLIK 02P.7ftl7 Relocate Auto Center Entrance painting. exterior of the store for repairs and touch-ups. Date: WOOD Store Manager is to secure in an area separate 12/12/06 Drawings are for paint color reference only and may not fully reflect existing site conditions.All surface mounted signs,light fixtures,mechanical and electrical services,attached e form paint merchandise to be sold on sales floor. overhangs and canopies,and other extraneous elements may not be fully represented,but form part of the work.Verify all dimensions and existing conditions on site prior to bid a CERAMIC TILE Sheet No: submission. e STUCCO D4 i I - REVISIONS DATE REVISION 450'-6' 5540" 206'-0' B I E B 4 26'10' k rt ADJACENT Garda r 22 5 RETArim IL . M _ a' EXISTING FRONT ELEVATION .0 ~ o 210-0 T 2 N W [) c c E 0 C o� Q cM'J Q 22'-6 w o gum RIGHT-SIDE ELEVATION 450'-6' 55'-0' 20611 i F I p kmart 691ke :.; 2 0 ,; ,. :.. _.._.. .e ADJACENTkqn�r,- . ., 22-15 RETAILF77 - uff 2 15-8' I _ y 'i PROPOSED FRONT ELEVATION (n Q z (n 210'-0' 0 E E] Ec El w v_j + �r _J Z 177 n €a J�Ut cehtdr 4P 0 W z O C 22'-6 'Zn z NMI v/ O _ I PROPOSED RIGHT-SIDE ELEVATION O O 0 EE co P W i NEW BUILDING SIGNAGE CODE CALCULATION INFORMATION SIGN INSTALLATION CONTRACTOR'S RESPONSIBILITY: GENERAL CONTRACTOR'S RESPOINSIBILTIY: w KMART TOTAL SQFT FACADE AREA(STREET FACING) 11373.75 SF A. INSTALL NEW ILLUMINATED WALL BOX SIGN PER MANUFACTURER'S INSTRUCTIONS. 1.ELECTRICAL SUPPORT FOR THE ILLUMINATED SIGNAGE IS THE RESPONSIBILITY KMART TOTAL LINEAR FT FACADE(STREET FACING) 505.5 LF OF THE GENERAL CONTRACTOR. TENANT TOTAL SOFT FACADE AREA(STREET FACING) 2475 SF B. REMOVE EXISTING NON-ILLUMINATED LETTER SETAND MOUNTING HARDWARE.CLEAN,PATCH, SEALAND PAINT(PAINT TO MATCH EXISTING). 2. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL 4#10 AND 1#10 THHN 9,5 718' TENANT TOTAL LINEAR FT FACADE(STREET FACING) 110 LF GND IN 3/4"C TO TWO(2)SPARE 20A 120V CIRCUITS FROM THE NEAREST 208YI120V -- TOTAL ALLOWABLE SIGN SOFT BY CODE FOR KMART 100 C. INSTALL NEW ILLUMINATED CHANNEL LETTER SET ACCORDING TO MANUFACTURE'S TIME-CONTROLLED PANEL(TYPICALLY PANEL"CL").TO SERVE ATOTAL OF FOUR(4) MAXIMUM ALLOWABLE SIGN QUANTITY BY CODE FOR KMART 2 INSTRUCTIONS. SIGNS,TWO(2)SIGNS PER CIRCUIT. i aar 1a TOTAL ALLOWABLE SIGN SOFT BY CODE FOR TENANT 100 D. INSTALL NEW NON-ILLUMINATED PLASTIC FORMED LETTER SET PIN MOUNTED ACCORDING TO 3. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ONE(1)120V OUTLET 1 MAXIMUM ALLOWABLE SIGN QUANTITY BY CODE FOR TENANT 2 MANUFACTURE'S INSTRUCTION OR REFER TO"DETAILA"BELOW(NON-ILLUMINATED SIGN ONLY). ON WALLABOVE CEILING,BEHIND THE POWER FEED ENTRANCE LOCATION FOR T-s i qip j EACH SIGN. - Lt BUILDING SIGNING CALCULATION E. REMOVE&DISPOSE OF EXISTING ILLUMINATED BOXED LOGO-LETTER SET. COORDINATE EXACT LOCATION OF REQUIRED OUTLETS WITH THE SIGN DRAW- T 91 REMOVE EXISTING BOX LOGO-LETTER COMPONENTS INGS. ARU i% U F` r -REMOVE SUPPORTING ANGLES AND BRACKETS mT.+LFLFCT.naoa.oe�MPs "�;EXISTING BUILDING SIGNS W NEON ILLUMINATED 4. FINAL POWER CONNECTIONS FROM SIGN TO 120V OUTLETS BY SIGN INSTALLING CHANNEL LETTER DISPLAY L.E.D.ILLUMINATED CHANNEL LETTER DISPLAY i [ kmary wI+.TEACRYucFAa=wns7sLeFnr,EReDwnn7oMarc�i�;rz-zsts QTY DESCRIPTION SQFT. F INSTALL SET USING NEW SUPPORTING ANGLES AND CONTRACTOR. Q Au9IACT-Ic (NCO5Te.0. FRONT ELEVATION BRACKETS: AREA 94.90 SQ.FT. STARSFUF- mr•uvtxatuu -CLEAN,PATCH,SEALAND PAINT BILLBOARD SURFACE TO MATCH EXISTING PAIN bWEVAN.OVEFIr'Y�441-GN ipi0.1E L.E.D.ILLUMINATED CHANNEL LETTER DISPLAY MTHwHFENWE. 1 KMART ICON 10' 126.67 -CLEAN,PRIME,SEALAND PAINT SUPPORTING ANGLES AND BRACKETS TO MATCH WHITEACRYUC FACE W11STSURFACE RED VINYLTO MATCH 3632-2519 1 PHARMACY 71"6 EXISTING BILLBOARD SURFACE COLOR PLEASE FORWARD ANY QUESTIONS REGARDING SIGN LOCATION INFORMATION TO: 1 GARDEN SHOP 105.5 G. REMOVE EXISTING ILLUMINATED WALL BOX SIGN.REMOVE EXISTING ELECTRICAL SERVICE TOM NOVOSEDLIK BACK TO CIRCUIT BOX.PATCH,SEALAND PAINT WALLSURFACE TO MATCH EXISTING. HOFFMAN SUPPORT CENTER TEL:847-286-2156 I I ± • H. EXISTING SIGN TO REMAIN. CLEAN,PATCH,SEAL AND PAINT AROUND SIGNAGE TO REMOVE EMAIL:tnovosed@searshc.com 0 SIDE ELEVATIONS �11'-0"� t a vvn M =• A EXISTING WALL SHAWDOWING LEFT BEHIND BY PREVIOUS SIGN IF REQUIRE. OF 090ALUM N21.1_IILjllA FIAT PANEL SIGN-AUTO EA:f --- -----' AMlzexse1-1 REAR ELEVATION I. INSTALL NEW NON-ILLUMINATED FLAT PANEL SIGN ACCORDING TO MANUFACTURE'S J 1 3M VINYL 3630-2519 RED 56090AWM.NON-ILWA4FUT PANELSGN-ENTNAFICE TIEPAnoeATTEEAYD'OEs' INSTRUCTION. DRAWING DISTRIBUTION w 1 "' 1 ARE'I IA 0:5G fEF( lPWNUX PFPAl111EMW),'bW 1 y-.y aa 1 NSLAYEEIVV Wkll Lf'4 1 018_'. TREElPRESri IXISTING 9-UO WI1LSl RFACE Pf Na51t'�EPAAlIE[yLLIETO MATCH eA'wuYEl wm+UP.+LUE'hM1E Yl11f_C01^'. 'RIL IXPPE.. Q } TMNSwC'CW YIW LLFW 00,WC '&WLI<AMHt1T5• �� fi0� r � 1 TOTAL EXISTING BLDG SIGNING 232.17 fcRarmc Jr Ga xe ISSUED TO PURCHASING ; LYFP FYFO vmr+OPV,LFiFMIF,WI COPY. RUGNAFNiS'IEM. DETAIL � � ` R) O WHITE PANAFLEX NEW BUILDING SIGNS - y`°" no± 12/12/06 ISSUED FOR PERMIT W 1 1 A "; f 1 1 PANEL TYPICAL 1 T6"KMART STACKED 94.90 ISSUED TO REAL ESTATE "r` 12/12/06 BIDDER'S PRINT ISSUED IXI ILI EE E �3 1 1 1 A'3^r � • as-��L; � �,�.. ,�,, �c REVISED PER DESIGN CHANGE UPDATE# 1 1 S/F O90 AWIA.NON-ILWM.FLAT PANEL SIGN-AUTO 9AY S/F 09D ALUM NON-ILWM FLATPANELSION-FU701tAV REVISIONS 1 1 TYFIfN-NC tJ f LUMItJATED PLASTIC FORMED i - FRET AAE4125J5. F NOTES: LETTER MOUNTING DETAIL FOR VERTICAL Sr LID WALL 1 1 PANR S TO W'AkmI MUM WCH PAM 510 RF AAIIHI MUF I,AUICi SURFACE CONSTRUCTION \V 1 1 TxAusumExrvAnLsr;w;ASE xale. TPAASUCElIIVIlfrluMiSv±±A'6wE'. 02/27l07 ADD NEW DOOR AND RELOCATE AUTOCENTER ENRANCE SIGN 1 1 UI MLAM wnluI OnEvorr_ar'. 1 1 uvtu•rmislrnu=AuutwHl*ivluncurc 1. PROVIDE ALL MATERIALS,LABOR,EQUIPMENT,SERVICE ETC.NECESSARY TO COMPLETE THE 1 1 PROJECT. rojeM Engineer. �. SeaFS AUta ; TOTAL KMART SIGNING: 94.90 Dnmr(---------------------------------I 2. ALL MATERIAL USED ON THE PROJECT SHALL BE OF THE EXACT TYPEAND QUALITY AS H.KVvON RETAINER TENANTSIGNING SPECIFIED. Checked, NEW PYLON REPLACEMENT SIGN 1 SEARS-AUTO CENTER(SIDE) 156.57 3. UPON COMPLETION OF THE WORK,REMOVE FROM THE PREMISES ALLACCUMULATED T.NOVOSEDLIK AREA=121SF Date: 3 BAY SERVICE(SIDE) 37.5 MATERIALS LEAVING THE WtORKAREA IN A CLEAN AND ORDERLY MANNER. 12/12/06 1 AUTO CENTER ENTRANCE(SIDE) 10.00 FINAL INSTALLATION OF SIGNS,AND FINAL ELECTRICAL CONNECTION IS THE Sheet No: TENANT SIGNING TOTAL' 204.07 RESPONSIBILITY OF THE SIGN INSTALLER. D5 In G 4.4 _ 44,a� ;10' 48 •3y', do 54 _ 1 b DATES AND REVISIONS Mt _ � � �l .ter• ,7, 141 i GO. O: 4 i i - .., I � =:..tS►�JEL... _ _ram" �"' G.��a"`i' ` IT" V 1 , l� . : GrZ.O' p. 33.7 p• 5 RLB JOB NO. 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