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HomeMy WebLinkAbout1734 FALMOUTH ROAD/RTE 28 - PLANS .. > .:, ,ts.. x,. •� -.a ..�•^' �.... ^a✓ ,. ... .. .. ,. ., -. .. -. +cu .. .. -. ...... ., .+ -. .... .. ... n. �e. a YP ;�T 2 �..•nx _ :- ., .. ._ r ,- , .T Met' ,vY t• ., « . ... ., ..... ..- .... ...,. .... nT.. hAyr l- �•+ye:.'•,+.n, ... :. ,.. .. .- .: ,- ..,. .. ,. ,- ,: .. .;: .. r•, ,.. .,,. -,.,y .. ., n ... ra r-.,.I^ m:., iC .tS"A'.,y4.m-,,.n6.d"r..'Rm .�'T -. ., .,, ;a.. '�. ... :s. ,..,.., ,. ,y. ... ... ,. I. .r', t ^w..•cY:,... ...,s.rs"s xV>'m? .,+c cc Tsrt,•w*.:�-r:.., a•,,. �.>': mx:,R rc1 - .T" .'>"S'T! q1'.��,,,. y,, ,?. :., ..' •a , .- .. ,:. .- t.. : .: ,. .i. , �. .. .. h. 1 .. .. P r ��...ver^n•.n^ ...a.....A'%':.., 7a °S t .. : , .' .. •. ... .. .'1 a Y". r, '.'. ,. ,. ! :.,, t....:. „ :. '..' ..-' , r' + t_ i , , r , 7 ,i - a. t. , : • , , _ r - r , , , r t , , - , ^ t r • , x .. ...�,,� at a: ,^/ "'?t'1':a�� 'k ir,, +• "" '...,�ybd4t�-. r:�' •:'�_, � M��'�+�i�'�id� iy� ',;9`,.,F"i.' � ,�. .•.irk � . n� it } 'Pn R. ; IQ IIIf x' -a, -, f a••':-: ,-.• :. ,.,.,.:"S "'-•. •. a f'.' j,. ,n �1' �yi,jFy.,�. �YW'A:rF�' ,.,s,_[r+w�lY^.a e INDEX T 0 DRAWINGS , �/ J y�..✓ y5� �.. rK.r y�y7yr. ,.' ,r _ •Cdy,,. / .4•. .��� $ '��.' S, a V ^"Y� ;� Y � 3 ''k��Q N.It.: - - 1 . PROPOSED FLOOR PLAN� �� K :� � ��- Via. �*� • 2 . EXISTING FLOOR �. :�� _ � � �� �;� .y ,•.��.. �� 3 . REFLECTIVE CEILING PLAN 4 . ,TILE FLOOR PLAN „ ���, f 1 ; ►. � p � - :� � �=� 5 . BUILDING SCHEDULES � - T.IO 'ai :'C� '���e� `k. .^�^.' t 'l1eFE ,,.�.xdR '�y�•`a�:' �J k"Y, "Y � � �, , �.. ,� r ,p � � ,: :� A •�. .� BUILDING ' S CHEDULES �'����`,� -\ .'�s 4':a• t _ i's'. "... yyp� d ...'fia. :`.,''sa. A�'.- y' : L, rt� ,"..-i - �\ 1. ' �� in i�•f}3 V, 5 d ,�.�• � �� - r.,4'� ..,1� -s 4"•� _K � .i. •� FOUNDATION ' PLAN Y�'' - .."R ,2 aJORF WRSfm 'it.�(: •dAA - �' - - � ^1 _ � .A, 1". ;-b'1'., '..IG' G7W.F�1l .M66RC'L,. '�F,ynk" � •�� ;� ,;�.� ��.w � 0 , " ,�• ,� � �,� , � _. :�. �-u+ .� STRUCTURAL PLAN a ^bv.1� ,- �` ��A V�• "�>' .3t�'��rA"r'J �'..� � 4� t``, � ''� �' ��,�' �.1� � �. � - v �, G:. - S I �yy e �,y.,, T,r,, 7 ;,r�3.. ,1� ,�.. -,,,,,,5.,.:.:,, �:..alFa�' :✓ �:� - _ � - _ J../ 1:, , . �,-�:"��OrAd �' +} <Si :�f�'�.'•�'119, �t { :fir - W - � g. St �.A.SE �` ('Se• .:i. �,N,'.r::-"yir'{r,:.:,�"`'�,, h.-['t4� ,,/'l:.r � " :- -, - 'Fnu' �y 1" :� :: .n :.' ,x,��`,�`+k. :d' 'F`�;fii,�`� �`� 'q�"�''' '�y,'��,;.a,ae�*.� „3;:„C k..w! 1'• � , , • i` .,. J'� - r, t.. _. t ,,,... :. -,. ,. C,- .. h'r..�F.•':.. ,,.,.'Sb:�, ,U, �rt>� .Em.•„iG:"fr, r '�Es';;1, � . AREA ,- MAP ' � � � • .i NOT TO SCALE � , • �. _ , , : `t ` C ViL & .ON.�ULT►NG .ENGINEER.. :. ENViRONMENTAL do .SITE PLANNERS• , TRAFFIC C ENGINEERS - ARCHITECTURAL DESIGNERS . , SURVEYORS _ P MANAGERS- PROJECT 1 A.,ERS ; TEL. 508 $71•-8400 _ 9 gfilS S'PREE"t' � btl6 >�7i-840 F'AX.` , ' WES'!'BflFOUGH, hf.A '01581 •331 f FARMlNGDALt, M( LATHAI4,'NY E3VPLINGTpN N.1 : RRt��KF7EEn 7 T R' INS' 11A C S >= L , i. ' WARNING. - : ' s � > DRAWN $Y: CAP ..:' - .= •' , ' - _. -.. DSGN ENG EERth� AC = .Ea `8YTH1S WORK CONTAINS AND CONSTITUTES CONFIDENTIAL, BJSINESS INFORMATION BT AND TRADE SECRETS OF- MOBIL. ANY•UNAUTHOR ZED DI CLOSUREOF:THEWORK OR, ANY flRT ON THEREOF, : STRI Y I I _ , 3 9 ` : A'COVP.R SHEET E S CTL PROHIBITED. COPYRIGHT-}N TH S WOR ... , : . K S THE SOLE AND EXCLUSIVE, PROPERTY flF' MOBIL. A RIGHTS RESERVED. ., :, ,, . - SCALE� sNOTED— : EX E LL R , , t , ,'SHOULDPUBLICATION 0FTHiS WORK OCCUR, THE FOLLOWING N0TICE SHALL APPLY. : :. > •: S 01 . DRAWING NO. . 500I CO _ :. IVA] RT.�'28 &` 1�34 0 STAGE R : r PROJECT, N W95 d , . ..,:. t: , ry 1 A , , w : - CU MOB G N tLL 9 Ott CO FP, G - , a E L E 5 I' , - „ , , y s , , , , , , P .- _. .;. � •: , .: a .. _. .::- -, :. ., .. .'. I_ �.:. .. ".: :, ,._ ..,a, . e .KP.:. , :, a .. -. , n .. ., : .. • , v $ .. ,. -. !,, " ♦. -.. . .. :. :, y 3 '.� I .,. , .. ' 4 ":.',r - , 1. _ - .. , II r _ - nfl 1 _ - - .. I1. „ . .. ,. y, ,^ - ,. i� , - .. I ,. ,r - - ., , Y I. t , .. G I T. , .. .. ... ,i. .,, - .I - _ ? . . .. r - 9 5. • . . . - .: - I .1 i , SCOPE OF W�RI�: ' . I II ,. _ , BUILDING EXTERIOR:_ — REFER TO STRUCTURAL PLANS PRIOR TO DEMOLITION . - DEMO BUILDING SURROUND '. - DEMO (2) EXTERIOR RE:STROOM DOORS - DEMO OVERHEAD BAY DOORS AND TRACKING (2 TYP) BLOCK UP RESTROOM DOORS 61'-5 1 4' - DEMO BRICK ON RIGHT SIDE OF BLDG. AT STOREFRONT AND REPLACE ;_ A ` 8'-0" 4 3J4" 5'-0 9J16" 11'-1 1/8" 4 3J4" 4'-8" 30'-6 9 16"' MATCH EXISTING BRICK ON SIDES 'OF BUiLDING - INSTALL FROST WALL BELOW BAY DOORS ;U' w - - INSTALL NEW STOREFRONT - INSTALL NEW SPIGGOT ON RIGHT SIDE OF BUILDING FOR IRRIGATION ' ., - FORM & POUR NEW BUILDING SURROUND (ENSURE SLOPE AWAY FROM BLDG) ICE 14 x48" 4 x48" 14'z48" t4"x43" x4 - `\\ ­,��I.,�1I..—-+­.��.—I'�,�/,,.I.,4;,�"I':C IV wTN?7I1.�1 I/I.,—*I���rI L.I I0I I IL.;.L-II I E).�I.I�AI_A.:II7IC Y�I.:IHI I�.— .1_.I��NE" . , A 24"x36" 24"x36" SW" wN \�. FORM & POUR 6' X 6' HVAC PAD IN REAR OF BUILDING. tdACHlN SHELVING ABOVE HE VING ABOVE SHELVING ABOVE SHELVING ABOVE �. iS"xso' 18 z6(� tgxs0" ts'xso" ta'xs� t 1g'x6T �� - INSTALL. FENCE TO ENCLOSE HVAC PAD W/ SINGLE GATE ! sHE8 v6ruc sHEiwNc COrR : 5e // sHELwNc sHELwNG SHELVING srlawNc sHELvuvo sHELwNG `:> - INSTALL REAR EXIT DOOR iN UTILITY STORAGE ROOM - T A i ;� e, 14"xw ? 3 COMP SINK '/ I i / SEE U UR L PLAN . . H r sHELwNG ti- "0 9 DOOR I i , 10 z S R CT LI - , ,;. M I _ � -.�� p� • --�Y�� c_- WALK-IN I jbW -- 1.1 BUILDING INTERIOR I. L. t - ` t + COOLER I I 1% .-_ _ K ' : It N ip / N\ CO2 — r 1 i " I , A N REMOVE LIFT HEADS (2) (LIFT OIL IS TO BE SAMPLED AND DUMPED INTO / POST MIX. I I , (24 DOORS) I I S� WASTE OIL TANK IF CLEAN) ' J 1 i I SERVICE 1 ti'k 0,1.�'p i i I I �. I — I 5 1 t i L-- ---------- 6W C° - EXISTING BAY DRAINS CLOSE AREA ! 1 HEAD SODA FOUNTA 1 ." i , a; 11 '� SANDWICIi cOcx E 1' 1 1 , x o - REMOVE ALL INTERIOR EQUIPMENT AND DISPOSE 3v a It ��/ .+k� 4g'wx2�'dx31 t '25wM30.ISd'xS425 ) `� �' �' � _-_---- --- N+oo - DEMO ENTIRE CONCRETE FLOOR . i Zu � x� - Y, 10' SNACKBAR �- . - -1 j PAINT iNTERfOR N 5 5 �. ' •r r G ---- -- - -- -- ' I ,t O �$ - REPOUR AND LEVEL FLOOR a�� , ¢ iI-'------- --- - -JI , , F 1 , - o +I Q4 0°�� "' t n I ; 1 �'-I - INSTALL STRUCTURAL STEEL AT BUILDING EXPANSION & AS SHOWN . 5lz' �� `° I t `i I i `o i I I —_ ON STRUCTURAL PLANS. It a 4' `' "� i M i i "' , I I I - FRAME AND SHEETROCK INTERIOR WALLS AS PER PLAN b i vtos _ 1 t 1 i I - INSTALL NEW 8" X 8" CERAMIC FLOOR TILE PER PLAN SUPPLIED BY OTHERS m I a 3'-6 1 4 ao-' 5'-0" x 4'-0 I I I 1 I + 1 /, d ( ) I �p ,tVd,�MW J .► xW aW\_ ,I 1 , 1 �+ oN� i j '6• �i+ �s• i 1 I ' + v /,/ - INSTALL NEW HVAC SYSTEM (REMOTE CONDENSER) � COFFEE CONDIMENT +I �� \ Ib c� 6-8 7 8" CENTER S I it '�O , I ' w S '/ I ,. - 9 - I - - W 9R- W W -. __�- - ° 'o°�' �-_- �.V) 1� M BUILDING INTERIOR: - F ,� + Q v n ( G , , J FREEZER '� 1K�­. ,�I I..I I I--, g --- - - -- --- _ ti MSS _ __--- - '� _�_ --_�-=_=�� -- RESTROOMS: - Im 7_,,_I,-'_�-�.I I II j'1-vI_-.__1_I-.-�_II-I I „ aNx�j HAND 4'., ! I ice' \`" 'tb ° .`, / ~\�'� / mow`\ :li, 3,-6" 8'--0" '200:Z I.3-_I. I.�!x� 1 1,.. 0 I�­I IkI 11�1�I,I-,1I II._I1..,.-v1I 1I4.._I.'l�I I_Il I1-.,._I,.�­-I.I-�I �I vI I—II 1I._,I,,I.I.—_":b.I.I_LI .-I I_,I I.--.I.III_f1IvkI.I,LI,".I.,_I. r1 3 aD J ,,�' 10" < <_ •, O • v v xr.: - REMOVE/REPLACE EXISTING FIXTURES WITH NEW ADA FIXTURES • II...I I.II II.,I 1.1:.I*,.-.,.IMI_I:..II�.1.�1,tP---o.II­1­.)1I,I,I.1�I k-.LII.I�00��—i�-1—hC�II�I,I 1)4.�I�I�I4�..1..1 1,�I1���-z7Lu,X 1 I I—=II1tI_I._I 1 I�.Fx�.�-I'I ..I1��.I I I' L��­:.1.I I�i.I II��.—11I",.—I".1 1�_j��I—.��:II 2'.L 7+-II'1I.1I1\I1\1-�IL,\I\1,:-,1I Ns1",�1%I I1'I SINK \ ;i �� \ G�� 3 iLER �`�m - INSTALL NEW ENGLAND RESTROOM PACKAGE _j\�"1 ,II �\ I o `\\� �. sHEtwrac - WRAP OR SHIELD EXPOSED PIPE UNDER SIN x Qii /> / O oy�, \ I i I b�00 4ti �� - RELOCATE REQUIRED PLUMBING 1_ ,ii / �y r �� DIAPER ", - INSTALL FLOOR DRAINS FOR EACH RESTROOM O �`!. r �\ e I 1I O• O° //� DECK `\` M - INSTALL (2) NEW INTERIOR DOORS i x\ , ♦ I i �° _ Ir i d _ - FURNISH & INSTALL MARLITE IN RESTROOMS `� K) i'�` �, I 1 0,��'C 1+ d2 1 �' - INSTALL NEW CEILING LIGHT FIXTURE & EXHAUST FAN PER PLAN `r - m+ ) 10' `1" 111 < sA � 1I �Oo t1 I i zo - FURNISH & INSTALL NEW 2' X 4' CEILING TILE GRID PER PLAN 11 4y I 4" ii D2 _ s�� I �ys,� i i 1 U° �� WOMEN, ' o �� - INSTALL NEW $" X 8" CERAMIC FLOOR TILE PER PLAN s 1 1 sx� �P , t I 1+ � IZ e l 0 1 UTILITY & STORAGE: ft " ti TRAidSACT14N , I I % G' ,,, I' /' 'h AREA N\ t�____=_-_-` �} I it - INSTALL 3 COMPARTMENT SINK N r // `` o• o 1: - PROVIDE ICE MACHINE AND CONDENSATION DRAIN .1 r In W i OFFICE 2 Y.. 1 i 11 — \ �. +I —1 t �,r 1 , . I �'-., �I Q - FURNISH AND INSTALL WATER HEATER 00 '. � 0 1 1 �,�\�\ . to r/ �� ° iI 3 - INSTALL AIR COOLED ICE MAKER \`1 '/!,aT ` \\. // n i i :i z =I - FURNISH AND INSTALL MOP SINK s ae.. wwACERs ___ ,/ ( ( D�1 �� ao 02 i i: is - FURNISH AND INSTALL HAND SINK � S"T0N . r- "4 1- r----- --- "--'" -" - ` MEN / I' -j - INSTALL SHELVING IN BACKROOM {AS PER PLAN) ;'� �-- - - - - `- 8' Ss iHRU And �\ DrAP �, - 400 AMP UPGRADE WITH NEW ELECTRICAL PANELS VN=SLW_ �asn�c — . FLLE ___ -Gt'; _ _ + c WE DISER ��.� �K 1' to — FIRE PROTECTION CONTRACTOR TO INSTALL FIRE DETECTION PANEL. _ _ -__-=-- -_= DEALER OFFICE: +} r , - I '- - INSTALL SHELVING IN DEALER OFFICE (SHELVING TO BE FINISHED) I / ` -' [ �I '�'� - NOTE: MCLANE COMPUTER TO BE INSTALLED IN OFFSITE OFFICE BY OTHERS ( ) 1 4 SJF� " ,. " " 4 314" - INSTALL CORNER DESK FOR MANAGER . 7'-S' : 5 -9 5 -9` 5 -5 1 8" 2 -5" -5 5'-5 1 8" 5 -9" 4 -0 7'-7 1 J4" 8'-3 1/2" ,. NEW 20 1 5``8" STOREFRONT 6'-0" DOORS - NEW 18'-4 5J8" STOREFRONT 8'-7 1/2" TRANSACTION AREA: 61'-5 1/4" - PROVIDE .ALL NECESSARY ELECTRICAL FOR WAYNE, MCLANE, DATA ETC. . , a , . - INSTALL O.H. CIGARETTE RACK MTG. BRACKETS ONLY (FOR FUTURE USE) INSTALL ADDITIONAL OUTLETS - INSTALL AUTOBANK r PROVIDE H2O FOR COFFEE MACHINE (22OV ELECTRIC REQ'D) �t REQ'D PHONE LINES - TELEPHONE, FAX, ATA-MCLANE, POS, DATA - DiR ����� L N0 1�5 PR0P05E0 ����� �� JACKS REQ'D IN TRANSACTION SACTION AREA & D�i_ER OFFICE . ( ) - 1. EXISTING DIMENSIONS SHOWN ARE INTENDED FOR GENERAL INFORMATION ONLY. SCALE.: 1/4" '; -'O" - PROVIDE CONDUIT FROM BACK ROOM TO TRANSACTION AREA TO DEALER OFFICE ' ' CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL DIMENSIONS BEFORE • FABRICATION OF MATERIALS. NOTIFY THE ENGINEER OF ANY FIELD CONDITIONS FOR MCLANE LINES (4) 1". FOUND 7O BE DIFFERENT THAN INDICATED ON THE PLANS. SALES AREA: 2. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERCEDE - PROVIDE 6" CHASE FOR POST-MIX ' II.I.1 II1 I.,I�'­WII/I I.�."I-�L vI IN ALL CASES. NOTIFY ENGINEER OF CONFLICTS. - PROVIDE 6" CHASE FROM STORAGE/UTILITY ROOM TO CONDIMENT CENTER 3. CONTRACTOR SHALL REFER TO STRUCTURAL DRAWINGS BY OTHERS FOR ACCURATE - PROVIDE H2O ANp ELECTRICAL TO CONDIMENT CENTER (CAP FOR FUTURE) INFORMATION REGARDING THE REMOVAL AND CONSTRUCTION OF `ALL MATERIALS. - ALL SHELVING TO BE INSTALLED BY MILLER/ZELL 4. ALL BUILDING CONSTRUCTION AND COMPONENTS SHALL CONFORM TO THE - WIRE AND INSTALL WALK-IN-COOLER & 3-DOOR FREEZER INCLUDING REAR TOWN OF CENTERVILLE REGULATIONS AND THE APPLICABLE BUILDING SHELVING (REMOTE CONDENSER). CODE FOR THE STATE OF MASSASSACHUSETTS. - - - WIRE AND PIPE REMOTE: CONDENSER FOR 6' OPEN AiR COOLER t h : 5. THE INSTALLER SHALL BE RESPONSIBLE FOR COMPLIANCE WITH APPLICABLE CODES - INSTALL COUNTER TOP EQUIPMENT AND ENSURE OPERATIONAL 4 AND REGULATIONS REGARDING DESIGN AND CONSTRUCTION FEATURES OF THIS - INSTALL ADDITIONAL OUTLETS : ` , ; SYSTEM. . - HANG MARLITE IN SNACKBAR AREA r > , ,:: .r 6. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR iN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.' 7. IT iS THE:`RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE BUILDING AND FIRE + ' ,' , DEPARTMENTS 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. . 8., ALL MATERIALS AND EQUIPMENT:SHALL CONFORM' TO M081L OIL CORPORAT{ON GRAPHIC SCALE WARNING: P CiFI ATIO . S E C NS THIS WORK, CONTAINS AND CONSTiMES CONFIDENTIAL BUSINESS INFORMATION ' ' O 2 4 8 16 ry 4 AND RADE S R F � `�`,' 9. REFER ;T0 SCHEDULE SHEET FOR ALL SCHEDULES AND GENERAL CONSTRUCTION NOTES. T EC ETS ,0 MOBIL. ANY UNAUTHORIZED DISCLOSURE OF THE WORK, 4­­I i - OR'ANY PORTION THEREt)F IS STRI Y R HI D i ti. , . n CTL P 0 BITE . COPYR GHT 1N THIS WORK ' ' , :.a ,= ' ,,, ..:• -IS THE SOLE AN EXCLI,Si .P P ANY PR T N F I N W R D VE RO ERTY OF MOBIL. ALL RIGHTS RESERVED. 10. RE PROTON O TH S ENGI EERED DOCUMENT ITHOU`f THE P IOR :CONSENT ', . IN FEET SHOU TI N F , .,_.:: I ( ) LD PUBLICA 0 0 THIS WORK OCCUR, THE FOLLOWING NOTICE SHALL APPLY. , .t.: . OF 'THE ENGINEER OF RECORD IS STRICTLY PROHIBITED. , V , _ �, . 4 c 995 -MOBIL ,,.. 1: Inch ft, _ • . , q :: .< .,. - ,- . ..,„s. „ , , ..CAP - _" i 5 REV. RR TO.tdASS,CODE REV: WINDOW SIZES iAOVE :COOLER iNT:.WALLS 3 .19 97 O _,- ='A 7MS t>RAWlNG AND N L iN1 ORMATtON HEREON'15.. �Q US &R ASs S C � , b� M e e vl e ® PROPOSED F 0 R , . , GM L 0 PLAN D � ' � �� DESIGN ENGtNEERING FAlRFAX wRGINIA . ,.;,a. ,. �sr 4 N Y _; M r r 3 +b 9 TPR , .,, _ .' _ „ _ 1HE PROPERLY OF ►A0131L USMdcR ASSET SERVICES REVISED '70 EW STARE U OtIT FOIE OTrtt BY OB( FAIRFAX , : ✓. / PR • .. • _ CO N CML,do NSULTt G ENGINEERS ENwRONWtENTAL dt SITE PLANNERS bEstcN . xd y.,.. AND HAL N T 8E C IED R EXC SS O1 aIK 5 L 0 OP O 11SE0 EP7 CAP , . . Q .. ' . - . .t. Al3T f 1 96" AFPRCNEb iT ... ,. 3 •, ADDED RECESSED DOORS: PER 'SITE PLAN AND-REVISED STOREFRONT i 8 96 Z , >_ ' t:.' - f2 NGINEER f TRAFFIC tN . - ARCH ,: , . , . .: ., ,s, r, , ENG EERS ITECTURAL DESIGN!=RS „ ;.; : ;: ., RT. '28 & i 734; 0 b: : AG :RO R RP F WHtGH Y . L S T E AD ;,' ., ,-.. .; w. FO THE PU OSE OR R tS tDcPRESSL -. DESIGN _ SURVEY : .,,. , - - ORS i'RWECT MANAGERS - __,. _ _ CAP _ ,. ... _ :> - , N N if` WI ;. ,, . . ,... 2 I SERTEO EW TTTI E BLOC INTO DRA NG REVISED SALES AREA WITH 1 8 98 s NEW 2 , , I :_. . : _ CHECK , ., ,. , _ _ , . CENTERVI E MA. RAWtN A PI. . r FURNi5H 111 D G.ANb NY O ES ,; '- ,. , i.: ED E C � ,, „:. `. . ,, DRAWN , 7 OTLS STR A7C. 0 PAR R M _ . . _: . :' `_ 't`EL. 508 8 1 8400 ET F 5 8 871 8401 THEREOF TtAL O CO PLETE ,SfiAt.l.'9E t TRANSACLLON EA AND CONDIMENT C R SED tM' t)E TO UCT 10 5 � - PMl 7 8 SS .: ., t ) .. AR ENTER,.. 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I 4'-Q 1 I fi' � N . w4 > �^ - i U1 > z 7 I - .- w m SERVICE BAY HYDRAULIC o a sQDA i i UFT --- Y rn I = Z , r 000 COFFEE •,�`l Q C w � » , I 'o : , 00 CONTAINERS 6zF _.._ ._ ) 3' 9" 00 0 c l`'`'.) / c* syF r_• ; I _. t Y X R 1 I COUNTER L � s . , OVERHEAD BEAM rr + I �,, iw i I 11 8" ,- COFFEE �" �, I I - , , ^ SALES AREA '�' o ©I . N �t I Itt 8 r \ \ . i i �- M 7 3/4" I __, a I I 4 i 1 . :. -. - 14'-9" , 3 DOOR REACH-IN PULL I t,OOLER COUNTER DRAW r OVERHANG c,,. '. T , „,< - - - , . 16'-0 1/4" 8'-0" 12'-0" 6'-8" 9'-6" 9'-3" , r . ,' , , - ,. . . , .r F • . r• . ' a�,a . . , . , , ! , GENERAL NO TES , . ,. I , 1> EXISTING DIMENSIONS SHOWN ARE INTENDED FOR GENERAL INFORMATION ONLY. EXISTING �j OO"� �L�.fi1V t, CONTRACTOR SHALL FIELD MEASURE AND 'VERIFY ALL DIMENSIONS BEFORE 1 11 L 1l► , FA13RICATION ,OF MATERIALS. NOTIFY THE ENGINEER OF ANY FIELD CONDITION5 FOUND TO BE DIFFERENT THAN INDICATED ON THE PLANS. SCALE: 1/4" = 1'-0" a • r - - - - - 2. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SiTE 'PLAN WILL SUPERCEDE , IN ALL CASES. NOTIFY' ENGINEER OF CONFLICTS. �. :' , R HA R FER TO STRUCTURAL DRAWINGS BY OTHERS FOR ACCURATE 3. CONTRACTO S LL E . .L: - INFORMATION REGARDING THE REMOVAL AND CONSTRUCTION OF ALL MATERIALS. h % 4..ALL BUILDING CONSTRUCTION :AND COMPONENTS :SHALL CONFORM TO .THE - f ' � TOWN OF CENTERVILLE, REGULATIONS AND THE APPLICABLE BUILDING r - I - _ F. CODE 'FOR THE STATE QF'`MASSASSACHUSETI'S. - - '. 5. THE INSTALLER SHALL BE RESPONSIBLE FOR COMPLIANCE WiTH APPLICABLE CODES I '' - I AND. REGULATIONS REGARDING DESIGN ,AND CONSTRUCTION FEATURES. OF THIS - - ` - .; .;.. I _ SYSTEM. - . 4" , - � . ' •6. SOLID WASTE TO BE DISPOSED OF .BY CONTRACTOR IN ACCORDANCE WiTH ALL N , LOCAL.' STATE+AND:FEDERAL REGULATIONS.` . - . `>` 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE BUILDING AND FIRE ' 1., DEPARTMENTS 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. . ,! - WARNING: f ; GRAPHIC SCALE 8. ALL MATERIALS AND EQUIPMENT SHALL .CONFORM TO MOBIL OIL CORPORATION , . + THIS -WORK CONTAINS AND ,CONSTITUTES CONFIDENTIAL BUSINESS 'INFORMATION „ a, SPECIFICATIONS. ; 4 e 15 0 _ AND TRADE :SEC,RETS OF MOBIL ANY UNAUTHORIZED DISCLOSURE OF THE WORK, IIl II r'`•' 9. REFER TO 'SCHEDULE 'SHEET FOR ALL SCHEDULES AND GENERAL CONSTRUCTION NOTES. r ' :�, , OR ANY PORTION THEREOF, iS STRICTLY PROHIBITED. COPYRIGHT iN THiS WORK ' ` .+ ;. iS THE "SOLE A14D EXCLUSiVE PROPERTY OF MOBIL ALL RIGHTS RESERVED. ;`, A. <, - • . M T WITHOUT TH PRIOR CONSENT , ,I. `10. ANY REPRODUCTION OF THIS ENGINEERED -DOCU EN E O IN FEET SHOULD PUBLICATION OF THIS WORK OCCUR, THE FOLLOWING NOTICE SHALL APPLY: r " ( ) l.L F H ENGIN R -0F RECORD IS .STRICTLY PROHIBITED. � '.. .,, ._ 0 T E EE � _ ,, . �, c 1995 M08'iL 4 i t h 0 . . • ,. : , , , , . 4 x - . + ces AWI MID INFORIAA N HEREON IS o Mobs USM&R Asset S ervl THS DR NC ALL. PO _, DUST ING FLOOR PLAN d 4+ � j B DESIGN ENGINEERING FAIRFAX ViRGINIA `:- a � �� � �JO . .. 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VALANCE LIGHTS 4OW BIAX WALK-IN • - rV �adU EXIT LIGHT, UNIVERSAL MT. DOUBLE FACED HOUSING • O, ., FREEZER . t� - tI.',.�.,,-,"I.I I.'­�IItt 1 e I II..I� 1..F�II'.�I.I..I.,,"I I I.1II I..�.,II,.I 1,�.1.I.I.�II'I.I�II��.�1I�,.--IIt..I1'� .i1.�.I,.I.IIIII I.,1..�I 1I�..I..1,.­I I..I��I,�1.q1.I�I 1 1II...I,I.1 I���I..I� �I"I.I 1�I�.�"I I I.'I II,.I'I,I I�rI I­I.I��.�I I'.-.�Ii.IIII1�1 1.�.IIiI II.1I.I.�,I Il I.,I��,,I,:I II-.I��I�II'1:I�I,I I��I-'I,".I I 1 �'I,"�',"4 II 1�I,:I.I�I I­.�I��I..1:..�I / EGG13HELL FINISH W/SNAP-OUT ARROWS - LAMPS • . » GHT 001688 9209MP SELF'-POWERED FOR 1 i/2HR OPERATION INCL f'' _ / ® EXIT LI ,.I II I1�I..I�. .��.�1-11 I�"I,,I�..I 1,11:w I-I�,1Ie-,,,"II^� ,�zI� �� .­.:.,"� 1­­­1�I­1 .1� 1%: 1��-1,.�1 O ' c�, t DUR11dG POWER OUTAGE . � ----- J ``®� �U I LIGHTOL.IER OR EQUAL RECESSED DOIPNL[GHT (1) 421I TRIPLE TUBE ,,Y, - V R CEO O DOWNLIGHT 7 CLEAR IRIDESCENCE f..E SELF-FLANGED 4 PIN COMPACT FLUOR. r O - - . PHH1P3 PL-T 42W/4P C \ / w \ /: J \ / \ \� \� `, ` ___ _-- INDUSTRIAL 1 001678 9226MP INDUSTRIAL 2-LAMP T-8 W/ELECTRONIC,BALLAST F032/841 (4100K) 1 LIGHT FIXTURE :. / . �/ a � - CON14ECT TO CEII.I1dG LIGHT /\ /\ J /\ /\ /I\ /C� RR EXHAUST i / / / P 2 r /(\ /^\ / r,`/i 4FT WALLWASH FDCTURE W/ ASY.' REFLECTOR �J � O�,/1 4' WALLWASHER 3 OOWWLL 9227MP 1-LAMP T-8 W/ELECTRONIC BALLAST F032/830 (3000k) r �O� ._� BEHIND VALANCE ® SNACKBAR v / �J WOMEN ° 6FT WALLWASH FIXTURE IP/ ASY. REFLECTOR V / o i 8' WALLWASHER 1 009228 9228MP 1-DAMP T-S W/ELECTRONIC BALLAST F025/830 (30., RANSA ION BEHIND VALANCE ® SNACK$AR AREA _ - 11�7, o o . r ICE : z \ / \ / . a \ / \ / \ / (E \ / P \/ \/ - \/ \/ V \/ ° /\ 3 3 /\ /\ /\ /\ /\ /\ \/0, 1 cN ,' If X / \ /p� � /(D � /�\ /(\ /�\ B� i N 1 MEN t ,. 3 t_/ . ,, .. I, 9 s' . ,' •. ' , REFLECTIVE CEILING PLAN , . . SCALE. 1/4 1'-0" s,. GENERAL NOTES 1. EXISTING, DIMENSIONS SHOWN ARE INTENDED FOR GENERAL INFORMATION ONLY. CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL DIMENSIONS BEFORE FABRICATION OF MATERIALS. NOTIFY THE ENGINEER OF ANY FIELD CONDITIONS FOUND TO BE DIFFERENT THAN INDICATED ON THE. PLANS. . . 2. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERCEDE IN ALL CASES. NOTIFY ENGINEER OF CONFLICTS. " •Y- 3. CONTRACTOR SHALL REFER TO STRUCTURAL DRAWING'S BY OTHERS FOR ACCURATE INFORMATION REGARDING THE REMOVAL AND CONSTRUCTION OF ALL MATERIALS. ` - 4. ALL BUILDING CONSTRUCTION AND COMPONENTS SHALL CONFORM TO THE { � ' TOWN OF CENTERVILLE REGULATIONS AND THE APPLICABLE BUILDING ;' CODE FOR THE STATE OF MASSASSACHUSETTS. 5. THE INSTALLER SHALL BE RESPONSIBLE FOR COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS REGARDING DESIGN AND CONSTRUCTION FEATURES OF THIS - SYSTEM. . 6. SOLID WASTE TO BE DISPOSED, Of BY CONTRACTOR IN ACCORDANCE WITH ALL °` LOCAL, STATE AND FEDERAL REGULATIONS. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE BUILDING AND FIRE DEPARTMENTS 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION . - ` 8. ALL MATERIALS AND EQUIPMENT SHALL CONFORM TO MOBIL OIL CORPORATION GRAPHIC SCALE WARNING: Y SPECIFICATIONS. . o s 4 e s TH►S WORK CONTAIINS AND CONSTITUTES CONFIDENTIAL BUSINESS INFORMATION AND TRADE SECRETS OF MOBIL ANY UNAUTHORIZED DISCLOSURE OF THE WORK, `: ` 9. REFER TO SCHEDULE SHEET FOR ALL SCHEDULES AND GENERAL CONSTRUCTION NOTES. OR ANY PORTION THEREOF, IS STRICTLY PROHIBITED. COPYRIGHT IN THIS WORK 10. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT IS THE SOLE AND EXCLUSNE PROPERTY OF MOBIL ALL RIGHTS RESERVED. , ( IN FEET ) SHOULD PUBLICATION OF THIS WORK OCCUR, THE• FOLLOWING NOTICE SHALL APPLY: <, OF THE "ENGINEER OF RECORD" IS STRICTLY PROHIBITED. 1 inch = 4 ft. - Q 1995, MOBIL" . � , . 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AND SHALL NOT BE COPIED OR USED EXCEPT 3 • TRAFFIC ENGINEERS ARCHITECTURAL DESIGNERS• NGINEER A8T /2 / . 2 - RT 8 & 1734 OLD STAGE ROAD . - " FOR THE PURPOSE'FOR'WHICH iT IS EXPRESSLY SURVEYORS PROJECT MANAGERS• DESIGN , . CHECK . CENTERVILLE; MA. r . . N I _ . . TH RAWI G .AND ANY'COPES . FURNrSHED. � D ,: � DRAWN _ , ,.",. - 00 9 OTIS STREET FAX. 508 871-84b1 CAP 3 21 97 '1P1. (b08) $7}-$4 ( / SCALE DRAWING No. SHEET REV..HIo. THEREOF PARTIAL OR COMPLETE SHALL BE 8Y . ;: : ,,. A _ . K�'!'SOROUGt3,1}A 15A L 33 L f , ++ ��I,I.I�II 1.1�.�I-,.�.-1,I��I I1­I.I:I.I I-­�I��,I....­-.I�.-1�*­14��I I.'"Ai,I I-II L1.I II;.I,. ,. , DRAWING RN. 3 •, _, _ , D A 1 4 1 W95001�P 0 „ ,.II I I�,I-I�..III."��..I1..�II'..�-..,II�, , 7 WE P OEMAND. DRN, PR. FItRMINGDAIE NY EIURt1NG"tC1N NJ BROOKFlEID, CT STERLING, VA 0 TE O RETURNED 4 THE OWN U ON No. REVISK)N GATE '•,.':, , , - • HK. ... APR:, N°. REVISION DATE CHK A ; CHECK 4 = 1 97 . . , , 2 1 W . 3 OF .D G ' V . MA. 950 P NTRiLE t . 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BY : DAL TILE / DAL TILE - - _ _ __ _ _ _ . _ _ _ 9%p� p�� ® PATTERN VITRESTONE A KIRK BECKWITH ABR SIVE ADDED T — 2 COLOR : GREYSTONE 50% OF FLOOR (703 917-8488 6vc.'� -- NO 1917W ABRASIVE CHECKERBOARD PATTERN MARIANN HAMILTON v ` FINISH (770) 729-0902 643 SQ.FT. TILE BY : DAL TILE + I. PATTERN : NATURAL HUES 8"x8" WITH ABRASIVE 'II ADDED 1,1 T — 3 COLOR : REAL TEAL ACCENT TILE 3 DOOR W/A@RASIVE SEE TILE LAYOUT WALK—IN FINISH 31 SQ.FT. TILE ,r FREEZER - VINYL TILE . ARCHITECTURAL CODE PRODUCT SPECIFlCATiONS DESCRIPTION/USAGE VENDOR CONTACT C� BY : ARMSTRONG VT — 1 P CO URE ATTERN IMPERIAL TEXT LOR , : FIELD GREY NO : 51927 TRANSACTION PLATFORM & ARMSTRONG BACKROOM AS DESIGNATED KAREN BERNHARDT C CKE D A RN — 1 HE RBOAR P TTE BY : ARMSTRONG 248 SQ.FT. TILE EACH (800) 356 930 PATTERN : IMPERIAL TEXTURE EXT. 8888# . �W VT — 2 COLOR : STERLING l NO 51904 - EA r e �. . o t GROUT . I` ARCHTCECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTION/USAGE VENDOR CONTACT LD P BY : CUSTOM B G RODUCT DAL TILE -_ TYPE POLYBLEND KIRK BECKWITH — 1 COLOR PEWTER (703) 917-8488 NO 19 MARIANN HAMILTON' (770) 729—0902 » »a.,� ,, . START VINYL TILE @ TOP OF RAISED PLATFORM (FOR THE . . ® CORNER OF OFF1C RAISED PLATFORM VINYL OR START FULL CERAMIC TILE . CONTINUE THROUGH CERAMIC TILE WILL BE A FIELD BOTTOP� CORNER OF SERVICE AREA BUSINESS DECISION) RAISED PLATFORM , , PRO= C HLAN AN . GENERAL NOTES SCALE: 1/4" — , _on I. EXISTING DIMENSIONS SHOWN ARE INTENDED FOR GENERAL INFORMATION ONLY. CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL DIMENSIONS BEFORE FABRICATION OF MATERIALS. NOTIFY THE ENGINEER OF ANY FIELD CONDITIONS FOUND TO BE DIFFERENT THAN INDICATED ON THE PLAINS. 2. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN .WILL SUPERCEDE IN ALL CASES. NOTIFY ENGINEER OF CONFLICTS. . 3. CONTRACTOR SHALL REFER TO STRUCTURAL DRAWINGS BY OTHERS FOR ACCURATE 1 . INFORMATION REGARDING THE REMOVAL AND CONSTRUCTION OF ALL MATERIALS. ' 4. ALL BUILDING CONSTRUCTION AND COMPONENTS SHALL CONFORM TO THE TOWN OF CENTERVILLE REGULATIONS AND THE APPLICABLE BUILDING CODE FOR THE STATE OF MASSASSACHUSETTS. 5. THE INSTALLER SHALL BE RESPONSIBLE FOR COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS REGARDING DESIGN AND CONSTRUCTION FEATURES OF THIS . . .. SYSTEM. . 6. SOLID WASTE TO BE DISPOSED` OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS . 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE BUILDING AND FIRE DEPARTMENTS 4$ HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. ALL MATERIALS AND EQUIPMENT SHALL CONFORM TO MOBIL OIL CORPORATION GRAPHIC SCALE WARNING: SPECIFICATIONS. o z . e 18 THIS WORK CONTAINS AND CONSTITUTES CONFIDENTIAL BUSINESS INFORMATION 9. REFER TO SCHEDULE SHEET FOR ALL SCHEDULES AND GENERAL CONSTRUCTION NOTES, AND TRADE SECRETS OF MOBIL ANY UNAUTHORIZED DISCLOSURE OF THE WORK. . OR ANY PORTION THEREOF, IS STRICTLY PROHIBITED. COPYRIGHT IN THIS WORK 10. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT" WITHOUT THE PRIOR CONSENT ' IS THE SOLE AND EXCLUSIVE PROPERTY OF MOBIL ALL RIGHTS RESERVED. OF THE "ENGINEER OF RECORD IS 'STRICTLY PROHIBITED. ( SET ) SHOULD PUBLICATION OF THIS WORK OCCUR, THE FOLLOWING NOTICE SHALL APPLY: , - ` „ 1 inch = 4 it. ` © 1995, MOBIL` . . . ,.�.I:�',I.:­.I�I.�..�1I..III�I1I I,I.I1�-I��.I��.1�1�,1�I.I�1 I II,,�I"1I.I�..,,I,I-.,.,.I�.L I I.I�1-1 I I l�,::."1��.I.I.II-.I II I-w�.II�:�II1.I��-,I,1II-I 1I..II�I..I I I1I.I I.�I 1..,IIII.I�.I II I1�I1I,� . 1 . —� . M@bfl USM&R As Ser^dic,es THE PROP NG AND AI_L INFORMATION HEREON IS _ �.—' �� � a "' DESIGN ENGINEERING aI MOB[ M R ' ERTY B L US & ASSET SERVICES FAIRFAX, VfRGIN1A TILE �'LO C)R PLAN AND'SHAH NOT-BE COPIED OR USED EXCEPT : • CML do CONSULTING ENGINEERS ENVIRONMENTAL & SITE.PLANNERS DE51GN _ . ,:;, ABT t 97 APPRovED SS 01 QJK > , . . ' FOR THE PURPOSE FOR WHICH iT IS EXPRESSLY TRAFFIC ENGINEERS ARCHRECTURAL i3ESiGNERS• ENGINEER 3/2 / _ SURVEYORS , RT. 28 & 1734 'OLD STAGE` ROAD a ,,, - ,::. FURNISHER THE DRAWRIG AND ANY COPIES PROJECT MANAGERS DESIGN , CHECK C NT ,...:.,, _ _ OF PART P , . E ER'V1LLE MA. fiHERE ( wL OR Car•�n LETEJ SHALL BE . _ , . : 1. _ DRAWN ., , TEL. 608 871 8400 9 OTIS .., . . ( ) STREET FAX. 508 871 8401 , -, REtURNEO TO-THE'OWNER UPON DEMAND. BY CAP_ 3 21 97 u�� .:'.,,'. . No. REVISION NESTBOItOUGFt A 1 DRAWING No, SHEET REV. No. .< . <_ 4 E APR No. REVISION . HK. DATE APR. �� N . FARAfINGaAil, NY BURUNrT> t. NJ - BROUKFlELb DRAWING — CT st�tuhlG vA cHE K aATE 1 4 —1 0 W95001 FP; 4 . , / 0 '„, W . , T •. CENTERViLLE. ;,MA, ., 3 2 97 95001 FP.DWG r . +. :' , s , - , -: , : .., ,. n , v s., .:. , " i i: .. Y 6 ry ,,. , f, .. , q.., ,. :. ,: .,.. M _ 'a' ' >: :.r , ::., .. ,. , ;: '., �. F r., ,, , y 1.' ,f +- r y , , •e , , y .,.,.. 4 1. ... , ,,. , .,.. . , ... ; ;. : , .:. : `. a :,. it v. .Y,.r.. r. ! ',. . ,. .. r. £: 5 i - , r.. - 1 .. i , , h s :,. d:. t:. ,.: , .: - t t FFF^^^555 _ , r' , ,' :. ,:,. . .. - �. - .. ,. . e - _ , ,. , 1 .. - ,. .,' O TR EXTERIOR & INTERIOR MATERIAL FI , _^, r NIS H LIST. .INTERIOR FINISHES. „ . , , Y EXT 0 T ERI R FINISHES. . . . . ARC HIT P , WALL SURFACE H ECTURAL CODE RODUCT SPECIFICATIONS DESCRIPTION/USAGE VENDOR CONTACT .. _ ARCHITECTURAL CODE PRODUCT SPECIFICATIONS ` DESCRIPTION USAGE DAL TILE ` / VENDOR CONTACT BY � CUSTOM BLDG PRODUCTS ,r: G 1 TYPE POLYBLEND KURT BECKWITH . . (703) 971 -8488 , COLOR PEWTER ,, .BR-1 BY : LOCAL MANUFACTURER MORTAR TO MATCH BRICK MARI ANN HAMILTON - - ` COLOR : M'ATCH EXISTING NO 19 (770) 729-0902 , . ` . WALL BASE EXTERIOR PAINT . ARCHITECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTION/USAGE VENDOR CONTACT _ : ARCHITECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTIONJUSAGE VENDOR CONTACT 1 J8" x 4" BY : MERCER STRAIGHT BASE CISU , , p _ 1 BY : BENJAMIN MOORE EXTERIOR: BENJAMIN MOORE COLOR : BLACK VINYL WALLS GONDOLAS COLOR BLDG. WALLS, SPANDREL CLASS (800) 321-8194 OR LOCAL WB -- 1 NO 101 CHECK—OUT, SNACK—BARS, (800) 333-2478 , . NO: 1549 DOOR FRAMES AND HEADERS SHERWIN WILIAMS DEALER COOLERS, WALL SHELF BASE, ETC. STOREFRONT RES TRO O M WALL ARCHITECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTION/USAGE VENDOR CONTACT ARCHITECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTION/USAGE VENDOR CONTACT 4 1 /2" x 2" ALUMINUM STOREFRONT KYNAR DAL TILE ST - 1 CENTER OR FLUSH GLAZING BY SHERWIN WILLIAMS -BY : DAL TILE NBU OPTIONS KIRK BECKWITH ACCEPTABLE. COLOR WHITE RW - 3 COLOR NATURAL HUES 4 1 4" x 4 1 4" 703 971 — 8488 LOCAL MANUFACTURER N0: 1483 NO REAL TEAL wAINs/ T -/ ( �CO BULL NOSE MAF,I ANN HAMILTON II CAP & COVE BASE (770) 729-0902 . :, . WALL SURFACE RESTROOM WALL BASE ARCHITECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTION/USAGE VENDOR CONTACT ARCHITECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTION/USAGE' VENDOR CONTACT BY : DRYVIT DRYVIT DAL TILE WS — 4 COLOR GREY STEPHAN KLAMKE OR BY : DAL TILE FOR USE WHEN WALL IS KIRK BECKWITH ` NO: MISSY LEW{S WB — 2 COLOR : SHAPE P-3489 RW-3 (703) 971-8488 (800) 227-0050 To MATCH T-2 MARI ANN HAMILTON (770) 729-0902 GUTTER WALL PANELS — ALL WALLS EXCEPT BEHIND SNACKBAR ARCHITECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTION/USAGE VENDOR CONTACT ARCHITECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTION/USAGE VENDOR CONTACT , 4 BY MARLITE GT — 1 gyp — 1 PATTERN : , FIBERGLASS PANELS ENTIRE SHOP EXCEPT MARLITE , COLOR SILVER SNACK BAR WALL N.E. (908) 225-1650 , NO P145 wTNDow FILM WALL PANELS BEHIND SNACKBAR ARCHITECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTION/USAGE VENDOR CONTACT ARCHITECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTION/USAGE VENDOR CONTACT `;.1 . ' MARTIN SUPPLY BY MARLITE BY : 3M SCOTCHCAL ELECTROCUT SPANDREL FILM TO BE BARBARA MILLER PATTERN : FIBERGLASS PANELS WF - 1 COLOR : #7725-41 DARK GREY USED AT TRANSACTION 410-366- 1696 WP - 2 (SCORED 4" X 4" SQUARE) SNACKBAR WALL ONLY MARLITE11­ N0: AREA 800-282-5440 COLOR SILVER N.E. (908) 225-1650 ,. * ASSURE QUALIFIED I NO P145- G44 INSTALLER . PAINT INTERIOR FINISHES: ARCHITECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTION/USAGE DRY FILM THICKNESS VENDOR CONTACT • FLOUR TILE # COATS (MILS/COAT) 1 II WALL PAINT (FLAT) ARCHITECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTION/USAGE VENDOR CONTACT TRIM (SEMI—GLOSS) SHERWIN WILLIAMS P — 1 BY : SHERWIN WILLIAMS WIRE & METAL FIXTURES 2 1.5-2.0 - (800) 321 -8194 OR11 DAL TILE I INO 2137 GREY (BAKED ACRYLIC OR POWDER LOCAL DEALER BY DAL TILE 8"x8"x5/16" WITH KURT BECKWITH COAT) PATTERN : VITRESTONE ABRASIVE ADDED CIGARETTE FIXTURES T — 1 COLOR : GREY GRANITE 50% OF FLOOR (703) 971 -8488 NO 1921 W/ABRASIVE CHECKERBOARD PATTERN MARI ANN HAMiLTON (PLASTIC TO MATCH P-1) FINISH (770) 729-0902 CEILING TILE ARCHITECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTION BY : DAL TILE 8"x8"x5/16" WITH DAL- TILE /USAGE VENDOR CONTACT PATTERN VITRESTONE ABRASIVE ADDED KURT BECKWITH BY ARMSTRONG 11 T — 2 COLOR : GREYSTONE 507. OF FLOOR (703) 971 -8488 CE — 1 PATTERN : DESIGNER MINABOARD CHECKERBOARD PATTERN MARI ANN HAMILTON COLOR : WHITE 24" x 48" x 5/8" LAY IN FOR PRELUDE NO 1917 W/ABRASIVE NO 734 FINISH (770) 729-0902 15/16" EXPOSED TEE GRID (800) 448-1405 BY : ARMSTRONG EX'f. 8082 CE 2 PATTERN : RANDOM FISSURED VINYL FACED FIBERGLASS BY DAL TILE 8"x8" WITH ABRASIVE DAL TILE COLOR WHITE 24" x 48" x 5/8" NON—PERFORATED PATTERN NATURAL HUES ADDED KURT BECKWIT►� LAY--IN OR EQUAL T — 3 COLOR REAL TEAL ACCENT TILE (703) 971 8488 NO 2911 ( ) W/ABRASIVE SEE TILE LAYOUT MART ANN MAMILT0N GROQt D PEGBOARD FINISH (7M 729-0902 ARCHITECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTION/USAGE VENDOR CONTACT VINYL TILE BY _STREATER STREATER STORE GP — I PATTERN : GROOVED FIXTURES a ARCHITECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTION/USAGE VENDOR CONTACT CARDINAL BOARD (704) 362-1749 COLOR : NIL LIGHT GREY BY ARMSTRONG . • ,. PATTERN : IMPERIAL TEXTURE TRANSACTION PLATFORM & ARMSTRONG VT 1 COLOR FIELD GREY BACKROOM AS DESIGNATED KAREN BERNHARDT . N0 51927 CHECKERBOARD PATTERN (800) 356-9301 EXT. 8888# GRAPHIC SCALE WARNING: BY ARMSTRONG • o s a a THIS WORK CONTAINS AND CONSTITUTES CONFIDENTIAL BUSINESS INF0RMAT10N AND TRADE SECRETS OF M0131L ANY UNAUTHORIZED DISCLOSURE OF THE WORK, r _ 2 PATTERN' IMPERIAL TEXTURE ,, COLOR STERLING OR ANY-PORTION THEREOF, IS STRICTLY PROHIBITED. COPYRIGHT IN THIS WORK ,- NO 51904 IS THE ,SOLE AND EXCLUSIVE PROPERTY OF MOBIL ALL-RIGHTS RESERVED. ;: � FEET,) , SHOULD PUBLICATION OF THIS WORK OCCUR,' THE FOLLOWING NOTICE SHALL-APP LY , , 4 J i inch = M c 1995 MOBIL: , _ t THIS bRAWIN ANb tN RM N:G ALL F'0 ATIO HEREON iS p 1 r` /('�� M� i bi USM&R Ass ,� et Ssrviices E PROPERLY . .M091L USMdcR ASSET SERVIC S E , 111 D ., ,< _, . . _ . EStGN.ENGItdEERING FAIRFAX VI RGtNtA NG , SCHEDULES SHE'. 1 1 .,,. ;_' , AND.SHAD.`NOT BE COPIED OR USED'EXCEPT .CM - y ., l do CONSULTING ENGINEERS ,_ , EN111R0NMENTAI. do SITE N <, PLAN ERS DESIGN- . - , S 0 FOR THE PURP F R . At3T 3 1 s7 APPROVED S (� 1 QJK. OSE 0 WHICH "TT iS EXPRESSLY TRAFFIC ENGINEERS • ENGINEER /Z / 1T -- ARCHITECIUR& DESIGN ,, .ERS 8, SURVEYORS RT 2 & 1734 0. , , _ l_D STAG 0. , _ _ - . ERAD . ,,FURNISHED. THE DRAWING ANL1 ANY COPIES PRO�IECT MMiAG DESIGN .ERS _ CHECK r _ CIE _ ._ _ `iG F NTERVIL MA.THEREO PARTUIL OR OMPLETE SHALL $E �+—s G . , , . t, .' � : :'['EL.' S08 87 0 , ,..,, DRAWN 1 84 .. ;;.. TI STREET FAX. 508 b71 84 01 .. ( ) < ' .CAP 1 7 ' RETURNED: 0 T WN . .,_ 3 2 9 ,, s T HE 0 ER UP N MAN_ :,: . , . . 0 DE b ,. BY, . :, _ :, A SC LE DRAWING No , EV►510N IBSTBORDUGH YA' 9158t 3311 5 EET REV. No. _ - R_ DATE APR D N Iva. REVtsI ON TE PR.A s, FARIA RAWIN LNG NY BUR D G . , :- . ,,; . ,, _ - cH �. UNGTON, NJ BROOKFlELD. GT S'IFJ2l MG VA ,. DATE" - , _ K 1 0 W95001FP 5 , / 0 - 4^ 1 CENTERVILLE MA. 3 2 97 9500 F i�V P.[S 1 G - , , _. - fi , , ;= ;,' 4:. _ . , , . , - y '. a <�, ( ,5,,.:r:i •e. < ;_ a ..:.. ., .,. ,. ..:.:.:.. 5 _ 4 ,,, x : ... .. .-: .,. ,:.,.,,. ,. .,, l ,. , e ,': a . .'.:v,. r fi .:.: s. ::- .- y ♦ ,. b. .. ,.. .. .. +,. ... 4 . d .. .. , :.: t .„ , ,.:.... , i ,.:. V. i n.:::.t,< < ....: : ,e .: ...:. > s. .. . , :, ,.. ,.N...: a.•.., ,-. :. ":. :,y$A' 1^: +. :.',t, .; '. �'! i........ ,4 a. r .. L r R u ,, ., P: .. „ , , . .,,' k, r . , r : . „_ , tx , ;'' ) I1 ... - . , - , INTERIOR FINISHES C O NT0 LI G, HTING S C . .:. HEDUL:ES . -.-. �. VALANCE 'LIGHT , FIXTURES _ � . 1 ARCHITECTURAL CODE PRODUCT SPECIFICATIONS ARCHITECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTION A b . /OS GE , VENDOR CONTACT ' ; a: TOP TUBE AND, CONNECTORS TO BE WHITE b: PRINTED STYRENE SURFACE, WHITE WITH `PANTONE 1 16C ,STRIPE VENDOR : FORUM LIGHTING OR CUBE DESIGN. STEEE HEINLEIN . II_ CUBE ACCENT COLOR PANTONE 3025C (412) 244-8780 FAX: (412) 244-9751 , c: BOTTOM TUBE AND CONNECTORS TO MATCH PANTONE 116C d: GRID PANELS AS SUPPLIED - YELLOW (PMS-116C) / WHITE / TEAL (PMS-3025C) �' w _ e: ,TEAL(PMS-3025C) PANEL AT NEON ABOVE SNACK BAR ONLY LIGHTING SCHEDULES TYPE DESCRIPTION NO. REQ'D. REMARKS LAMPS SOLID SURFACING , 2'x4' , 18 CELL, 3 LAMP PARABOLIC LOUVER FINISH ; .. B , 2x4 SINGLE SEMI—SPECULAR W/, FULL BLACK REVEAL. ` '. 5 F6032/41K ARCHITECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTION/USAGE VENDOR CONTACT (EMERGENCY) FACTORY INSTALLED EMERGENCY BATTERY PACK ... ,:, TO OPERATE FOR 90 MIN. T-8 ELECTRONIC BALLAST ; SS 1 BY DUPONT CORIAN AT SNACK—BAR & 2'x4' , 18 CELL, 3 LAMP PARABOLIC LOUVER FINISH = ' ECLIPSE CONDO—BAR TOPS C ;• . 0 2x4 SINGLE 19 SEMI—SPECULAR W/ FULL BLACK REVEAL. F032/41 T--8 ELECTRONIC BALLAST SS -- 2 BY' DUPONT CORIAN AT SNACK—BAR & 2'x2' 9 CELL, 3 LAMP PARABOLfC 2x2 SINGLE ' ECLIPSE ,CONDO—BAR TOPS _ CO -- SAME LOUVER AS "B" U--LAMPS F6031/41K SALESROOM T—'8, ELECTRONIC BALLAST DOWNLIGHT W DOWNLIGHT RECESSED W/ ADJUSTABLE EYEBALL 75PAR30/LAMINATE ADJUST EYEB LL FOR PAR 30H 75 WATT LAMP CAP/FL ARCHITECTURAL CODE PRODUCT SPECIFICATIONS DESCRIPTION/USAGE VENDOR CONTACT PENDANT LIGHT FORUM PENDANT FIXTURE COLOR: YELLOW TO . MATCH PMS 1 16C 75PAR30/ 0. FIXTURE CAP/FL MOUNT LIGHT FIXTURE 3'—O" OVER CONDIMENT CENTER a:) SNACK BAR, CHECK OUT, EXIT LIGHT, UNIVERSAL MT. DOUBLE FACED HOUSING BY FORMICA CONDO BAR AND OTHER FORMICA EGGSHELL FINISH W/SNAP—OUT ARROWS ,A IH EXIT LIGHT 2 SELF—POWERED FOR 1 1/2HR OPERATION INCL L — 1 COLOR SURF VERTICAL SURFACES ARLENE O'HARA Q NO 923 SPECIFIED (404} 349-9909 . DURING POWER OUTAGE b:) SURFACE OF FIXTURE DOWNLIGHT CAN 8 DIA. RECESSED W SPEC. REFLECTOR (PASTRY TOWER} FACE 8" DOWNLiGHT 7 WITH WHITE TRIM RING. DO NOT EXCEED 7" HT, F13DTT/41 K FIELD TO V RIFY LOCATION a:) CHECK OUT COUNTER O INDUSTRIAL 1 INDUSTRIAL 2-=LAMP T-8 W/ELECTRONIC BALLAST F032/41 K BY_ : WILSONART 1 HORIZONTAL TOP SURFACES WiLSONART LIGHT FIXTURE . COLOR : WHITE NEBULA RAISED PERIMETER TOP SHELF ERTHA JENNETT OR . L — 2 NO 4621 -60 ABOVE SLAT WALL SURFACE KELLY LONG © RR EXHAUST N UST 2 CONNECT TO CEILING LIGHT b;) CHECK OUT COUNTER TOP (770) 593-2424 SHELF FACE EDGE ONLY 4FT WALLWASH FIXTURE W/ ASY. REFLECTOR c:) PASTRY TOWER SIDES �4 4' WALLWASHER 3 1 —LAMP T-8 W/ELECTRONIC BALLAST F03?_/31 K TOP AND SHELF BEHIND VALANCE Cry SNACKBAR NEVAMAR 16 6' WALLWASHER 6FT WALLWASH FIXTURE W/ ASY. REFLECTOR BY NEVAMAF /MICARTA a:) ACCENT STRIP 8 AT 1 1 —LAMP T-8 W/ELECTRONIC BALLAST F025/31 K L — 3 COLOR : PEACOCK VELVET SNACK BAR, CONDO BAR (FORMERLY MICARTA) BEHIND VALANCE 0 SNACKBAR NO 53PO3 b:) CHECK OUT COUNTER SUE KEC l. BASE SHELF FACE (800) 638-4380 EXT 7906 80 LINEAR FT. ❑F VALANCE C27'> I'll I 11 , BY : ABET LAMINATI FRONT EDGE OF MERCHANDISE ABET LAMINATI RESPONSIBILITY` SCHEDULE L — 4 NO : 465 .SEI TOWER, TOP SHELF BEN THOMSEN (201) 44n-- 5440 FIELD CONSTRUCTED ' NOTE : WHEN USING LAMINATES FOR HORIZONTAL APPLICATION -- REQUEST HORIZONTAL.. GRADE SECURITY NON-SECURITY REMARKS MARK FURN. BY INST. BY FURN. BY INST. BY I.1 GONDOLA/PINWHEELS/WALL STANDARDS/SHELVES ❑ ACOUSTICAL CEILING PANELS cc cc Gc cc SEE FINISH SCHEDULE NOTES ❑2 ACOUSTICAL CEILING GRID GC GC GC GC SEE FINISH SCHEDULE NOTES .11 ARCHITECTURAL CODE PRODUCT SPECIFICATIONS L,.�J FLOOR TILE AND GROUT MOBIL GC MOBIL GC SEE FINISH SCHEDULE NOTES a. STEEL GONDOLA— MOBIL COLOR NL l.�*1 RECESSED FLUORESCENT FiXTURE MOBIL GC MOBIL GC BULBS BY GC ,..I I�I..L I.-LI!�.I.I��;I:.I�I'I#.�'4'I I I..­.1I­1.I.�I.l I:� 1. GONDOLA BUMPER STRIPE TO MATCH PANTONE 3025C (BAKED ACRYLIC ENAMEL) 5 UTILITY R�?tM LIGHTS ❑ _ GC GC GC GC BULBS BY GC . ❑ 3POI_ LIGHTS MOBIL GC MOBIL GC BULBS BY GC y", ❑7 RECESSF ' DOWN LIGHTS MOBIL GC MOBIL GC BULBS BY GC DOOR FINISH SCHEDULES: _. 1b STORE'( I DOOR _ D1 GC GC MOBIL GC DOOR SCHEDULE: ® SECURITY DOOR D2 N/A N/A N/A N/A MARK QUANTITY MATERIAL ROOM SIZE FINISH THRESHOLD REMARKS 1", DOORS w ALL GC GC N/A N/A 01 1 PAIR ALUMINUM SALESN 3'-0"x7'-0"x1 3/4' TEAL ALUMINUM 1 i B1--FOLD DOORS N A N A N/A N/A BENCHMARK FLUSH SURFACE DOOR O ROOM ENTRY ❑ / / OR APPROVED EQUAL D2 3 HM (STEEL) OFFICE 3'-0"x6'-8"x 1 3 4' MATCH ,WALL NONE HM W/DOOR CLOSER, "D RATED HINGES 1 PAINT—INTERIOR WALLS AND CEILJNG GC GC GC GC SEE PAINT SCHEDULE RESTROOMS / & LOCCKSET, LEVER TYPE HANDLES f - _ , , ( HALLWAY HM W/OUT DOOR CLOSER,"D" RATED HINGES ❑ D3 1 HM STEEL) 3 —O' x6 —8 x1 3/4 MATCH WALL ALUMINUM ROOM & LOCKSET, LEVER TYPE HANDLES 1❑ PAINT — EXTERIOR ARCHITECTURAL CEMENT PANELS N/A N/A N/A N/A y 1❑ PAINT -•-ALL OTHER EXTERIOR SURFACES GC GC GC GC SEE PAINT SCHEDULE FINISH SCHEDULE: "p 1❑ VINYL BASE GC GC GC GC SEE FINISH SCHEDULE NOTES , ROOM FLOOR BASE WALLS CEILING CEILING REMARKS HEIGHT (ALL FINISH MATERIALS TO HAVE CLASS "C" FLAME SPREAD RATING) ❑ THROW MATS (4'x6') MOBIL GC MOBIL GC i SALESROOM CERAMIC STRAIGHT PAINT (P-1) ACOUSTICAL 9'-0 1 2" SEE FLOOR PLAN AND REFLECTED GEiLING PLAN GC — GENERAL CONTRACTOR 1 TiLE BASE TILE / _ , MOBiL — MOBIL OIL CORPORATION TRANSACTION VINYL STRAIGHT PAINT P-1 ACOUSTICAL 9'_0 1 2" VINYL OR CERAMIC TILE WILL BE A FIELD MBS — METAL BUfLDiNG SUPPLIER , 'AREA TILE BASE ( } TILE / BUSINESS DECISION. SEC — SECURITY SUPPLIER , ., CERAMIC MATCH PANEL (RW-3) ACOUSTICAL ff 1. SEE FLOOR PLAN AND REFLECTED CEILING PLAN RESTROOM 8 -0 1 2 R T SHL SHELVING SUPPLIER TILE WALL TiLE (RW-1 & 2) ILE 2 MA LIE FPR. PANELS - , VIN ; a. YL STRAIGHT PAINT P-1 ACOUSTICAL OFFICE ( ) 9 O 1/2 SEE FLOOR PLAN AND REFLECTED CEILING PLAN TILE BASE TILE . .HALLWAY ACOUSTICAL GRAPHIC SCALE WARNING: / VINYL STRAIGHT PAINT (P-1) 9'-0 1 2" SEE FLOOR PLAN AND REFLECTED CEILING PLAN I ,: • UTILITY- TILE BASE TILE ' : / . .41 o s a s 18 THIS WORK CONTAINS AND CONSTITUTES CONFIDENTIAL BUSINESS INFORMATION ':.` WALK—IN AND TRADE SECRETS OF MOBIL ANY UNAUTHORIZED DISCLOSURE OF THE; WORK CONCRETE ------ SEAL FLOOR NTH MASTUREKURE 20OW OR APPROVED EQUA OR ANY PORTION THEREOF IS STRICTLY PROHIBITED. COPYRI HT N COOLER- G I THIS WORK , '• IS THE SOLE AND EXCLUSIVE PROPERTY OF MOBIL ALL- RIGHTS RESERVED. ' . IN FEET - H ' ., %, { ) S OULD PUBLICATION `OF THiS WORK OCCUR THE'FOLLOWING NOTICE SHALL APPLY: . I . r r . . 4 c 1995 MOBi .. 1 inch L ft~ , THIS DRAWING AND.ALt INFORMATION HEREON i5 ® M® Ii USNi&b . R Asset Services , t SUI NG 1,DI SC THE PR RTY F M I MdcR �� t°� ]� .1 . 1 _ iJ OPE O 08 L US ASSET SERVICES � � 2.9���L,J d� ESIGN ENGINEERING FAIRF,UC VIRCINUi . . �• :p AND SHALL NOT BE'COPiE USED EXC PT D DR E CML k CONSULIING ENGINEERS- - , :: .-. , :. _ ENVIRbNMENTAL do SITE PLANNERS DESIGN o� cWK ,'" A$T 3 21 97 APPROVED SS 'I'RAPFlC ENGiNEERS ,: ARCHITECRIRAL DESI . ENc NEER , >_ FOR THE PURPOSE FOR WHiCH 1T IS EXPRESSLY GNERS , , SURVEYORS PROJECT f2S & 73 OLD STAGE ROAD RN►SH TH N N MMIAG FV ED E DRAWL G A 0 ANY COPIES, HH. K�, CENTERViLLE A , M m >✓ p EREO ARTUIL OR OM SHA B C LETE LL E - WN $ 84 OTIS STREET FAX. I I 8I 8401 ORA ,, ,.; _ - .. � �, � CAP 3 2i 97 .. , - BY SCALE DRAWING No. ,.: � :: , SHEET..... REV. No. ,.:. R N .. :. ;NgS RO Q .. ETUR £D TO THE OWNER UPON MAND. TBO U 11A 1561 3311 0 RN. , RN. n }r ; DATE APR: No. REVISION , WINO_ .: .. , , ;.. ,DATE APR. � DRA — , BURUNGtnN NJ — , ,.., , ... HK. ,. K fARMiNGQAIF. NY BROOiCFlELD ,CT STERLING VA DATE ;cli CHECK 1/4 1 0 W95O01 FP 6 0 , 3 2 7 ENT RV MA. 1 C E ILLS 9500 FP.DW � _ '. + { -.. .. _ ». .: , a n. : .. :, ,. - .. : :..,t ._ _ .. ., ., r, r. , a :.. - ,.' _ ..,.' .....<... 't m , . , +S ' a. r r G . ENERAL . NOTES . , GENERAL:, 1. THE CONTRACTOR SHALL BE ` RESPONSIBLE FOR PROTECTING THE EXISTING UTILITIES AND STRUCTURES IN THE IMMEDIATE AREA OF THE WORK. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL EXISTING RETAINING WALL NECESSARY BUILDING PERMITS AND FOR THE LEGAL OFF SITE , DISPOSAL OF ALL PRODUCTS OF DEMOLITION. I 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS. -__ L -- _. '_;g " 4. EXISTING DIMENSIONS SHOWN ARE INTENDED FOR GENERAL 00 „ - _._.__. 25 -4 - INFORMATION ONLY. CONTRACTOR SHALL FIELD MEASURE AND - I 4 ! 23 �r - �. r-- _ _- � 01 2'-0" VERIFY ALL DIMENSIONS. NOTIFY THE ENGINEER OF ANY FIELD, e. CONDITIONS FOUND TO BE DIFFERENT THAN INDICATED ON THE TYP. - NEW d --0" x 4'-0" NEW 4'-0" x 4'-0" PLAN. FOOTING FOOTING i - FOUNDATION I REMOVE EXISTING FOUNDATION WALL TO BELOW TOP OF SLAB TO ALLOW INSTALLATION I 1. FOUNDATIONDESIGN BASED ON SOIL BEARING CAPACITY OF 3000 PSF MINIMUM. I OF NEW SLAB. TYP. OF ALL INTERIOR FOUNDATION tt WALLS 1F ENTIRE SLAB IS TO BE REPLACED. 2. ALL CONCRETE WORK IS TO BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR I I N I►- I REINFORCED CONCRETE", ACI 318 AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR t I F4 F4 PIP- I 1 4>, 4„ _ BUILDINGS", ACI 301 . o ;`� • 3. CONCRETE COVER SHALL BE AS FOLLOWS OR AS SPECIFIED BY ACI 318. Y 2„ FOOTINGS 39' . ____._.�._.-_- F „2„ -- FOUNDATION WALLS #�i BARS OR SMALLER..............1-1/2 f • ♦ SLABS ON GRADE 2" (FROM TOP) * FNEW 31OOTING 0" x 3'-0" / 1 1/2" -l�I 4. ALL CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI AT 28- -H I B -2 SAWCUT EXISTING SLAB DAYS. MAXIMUM ALLOWABLE SLUMP SHALL BE 4". ALL CONCRETE EXPOSED TO F3 AT LIMIT OF REMOVAL. TYP, i WEATHER SHALL HAVE 5% (4- OR -1%) a ( ENTRAINED AIR. P - 5. DEFORMED BARS SHALL CONFORM TO ASTM A615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. SET ANCHOR BOLTS WITH TEMPLATE BEFORE CASTING CONCRETE I PL 7 x 3/4" x 0'-1 1" WALLS. ANCHOR BOLTS SHALL NOT 13E PUSHED DOWN INTO FRESH CONCRETE, NOR SHALL REMOVE EXISTING FOUNDATION WALL AND�FOOOTNNGS. POST INSTALLED ANCHOR BOLTS BE USED, EXCEPT WHERE NOTED. AS M,� I 6. ALL ANCHOR BOLTS TO BE 3/4" DIAMETER (MIN) IN CONFORMANCE WITH ASTM A307. i INSIDE 7. THE CONTRACTOR SHALL TAKE CARE TO PREVENT DISTURBANCE OF THE UNDERLYING SOIL AT FOOTING LEVELS. WHERE SOIL AT FOOTING IS DISTURBED IT SHALL BE EXCAVATED „ AND REPLACED BY CONCRETE, CRUSHED STONE, OR TESTED COMPACTED FILL TO DEPTHS AS DIRECTED BY THE ENGINEER. i I I I I - $ ALL CONCRETE FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL OR CONTROLLED 1 1/2" T COMPACTED BACKFILL HAVING A MINIMUM BEARING CAPACITY OF 3000 LBS. PER SQUARE 2 1/2" -4 I �` FOOT. ,- ♦ ­6 1/2" ! 1 1/2" -��`-` 9. ALL CONCRETE WORK SHALL BE DONE IN DRY CONDITIONS. FORMS SHALL BE CLEAN AND NEW 40-0"x4'-0" NEW 4'-0"x4'-0" I I USE HILTI 3/4" A307 H.A.S. FOOTING •, FREE OF ICE, SNOW AND DEBRIS. NO FOOTING SHALL BE PLACED IN WATER OR ON FROZEN ADHESIVE ANCHORS. FOOTING USE HILTI 3/4 l A307 H.A.S. OUTSIDE GROUND. -- . .___ MIN. EMBEDMENT=6 5/8" TYP. _ M1N ADHESIVE E OMEN ANCHORS.6 5 8" TYP', r / 10. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 4'-0" BELOW FINISH GRADE. EMBEDMENT-6 BP - 2 D P 2 11 . UNLESS OTHERWISE NOTED OR DETAILED ALL CONCRETE SLABS ON GRADE SHALL BE PL 7" x 3/4" x 0'-11" REINFORCED WITH WELDED WIRE FABRIC (W.W.F. 6X6-W1 .4XW1.4) PLACED ON A MINIMUM - - - - - - - - - - - J \ COMPACTED GRAVEL. ! r -1 _ •.__. __.__..,.. _ .,_-.,__._ __ _._.__ _ 12. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF CONCRETE P E E ADS AND T-JBP Z ,t 13P-2 : BP=2 . ' SUPPORTS REQUIRED FOR EQUIPMENT, PROVIDE ANY SLEEVES REQUIRED THROUGH WALLS .. - - -- - - - - t -- - -- - - - - - - - - - - `' AND FLOORS. _ ._ _ _ _ __ _ _. ____ _ _ - __. __. -_ _ - _ ..� _ A ATE DETAILS rI N L L - -` ` -I 13, NOTE THAT ADDITIONAL CONCRETE WORK 4 2'_p" _ ' INCLUDING PIPE TRENCHES, RAMPS, F1 SIDEWALKS, ETC. MAY APPEAR ON ARCHITECTURAL DRAWINGS. 17'-8 i" F1 14. CONTRACTOR TO PROVIDE FOR ANY SLEEVES REQUIRED THROUGH WALLS AND FLOORS. 8'-d'� 17'-0" 4 10'-5" g'-4" 15. PROVIDE AND INSTALL TIE BARS, SPACER BARS, CHAIRS, BOLSTERS, 61 '-5-1" ETC. AS NECESSARY TO INSURE THAT STEEL REINFORCING IS HELD _-T____ 4 IN PROPER POSITION DURING CONCRETE PLACEMENT. FOUND T�ION PLAN SCALE: 1/4"=1 '-0" COL. CENTERLINE �- COL. CENTERLINE --► + --- TS 4 X 4 X 1�4 TYPICAL WITH NEW WINDOW SYSTEM -- TS 4 X 4 X 1 4 TYPICAL WITH NEW WINDOW SYSTEM -----► „ 4-- 7 x 3/4. x 0 -11 BASE PLATE AND / 6 „ 1/4" LEVELING PLATE ON 3/4" +/- GROUT NEW WINDOW SYSTEM ---+ • 1 4" LEVELING - 7 x 3 4 x 0 -11 BASE PLATE AND I i 6 / ELI G PLATE ON 3/4 +/ GROUT 4" SLAB ON GRADE WITH 4" SLAB ON GRADE WITH - ! 4" SLAB ON GRADE WITH I , WWM 6 x 6 -W1 .4 x W1 .4 WWM 6 x 6 -W1.4 x W1.4 WWM 6 x 6 -W1 .4 x W1 .4 4 x 1 '-9" x 1'-9" @ 16"-- i „ „ 1 ; #4 x 1 -9 x 1 -9 ' ® 16 #4 x 1 -9 x 1 -9 ® 16 WITH #4 BAR CONT. ( WITH #4 BAR CONT. WITH I NEW SLAB I5AWCUT EXISTING SLAB #4 BAR CONT. I SAWCUT EXISTING x_x-x_. -- Q D SLAB AS RE �. TO INSTALL „F 2 4 CONT. - ,-� EXISTING FOUNDATION NEW FOOTING. - (N) TS 4 x 4 x 1/4 WALL # 5 � „ 2 #4 CONT. REPLACE WITH COLUMN WITH # REMOVED TO 8 BELOW • � �--- #3 TIES � 12" O.C. � ---- 4 #5 NEW 4" SLAB--►f 3/4" BASE PL. I TOP OF SLAB. �-- #3 TIES ® 12" O.C, EXISTING [NEW 4 4- 3/4"0 A307 ' 2 RIGID INSULATION, TYP. SLAB SLAB ANCHOR BOLTS 2" RIGID INSULATION, TYP. 2#5 x CONT. TOP AND BOT. 2" RIGID INSULATION, TYP. _I i 215 x CONT. TOP AND BOT. - - - - - ' 2 5 x CONT. TOP AND BOT. _ - I SET BASE PL. ON 4 -O (min.) BELOW t 2 x 4 KEYWAY, TYPICAL 4'-0" min. BELOW i' - 2 K 4 KEYWAY TYPICAL o ( \ `v 1/4" LEVELING PL. AND 3 4" + - GROUT FINISH GRADE. I - FINISH GRADE. + Q 4 -0 (min.) BELOW wt �� -2 x 4 KEYWAY, TYPICAL _ FINISH GRADE. .-� / / 5#4 E.W. BOTTOM OR 70 BOTTOM OF EXSTG.- ` I _ �_ ' 2'-ID„ 2'-0" �- 5- 5 E.W. 1'-6„ 10 1 '_8" -� _ 1 I 3 #4 CONTINUOUS I " , „ ' __ BOTTOM �I- FTG., WHICHEVER IS GREATER i-1 -6 1 -6 } 4#4 E.W. BOTTOM 7" 10" 7" ' " SECTION F4 4'-0 NOTE:-,- i - - - NOTE: BOTTOM OF ALL NEW FOOTINGS TO REST �. _ � __ - I '_ " ON UNDISTURBED SOIL WITH NO + i 2 d SCALE: 3/4" = 1,TO„ REMNANTS OF PREVIOUS FTG. BELOW. I • SECTION F1 SECTION F2 ,.",,Vf � WARNING: , S E-C T I 0 N F 3 ��° +sTElitoDr.�. THIS WORK CONTAINS AND CONSTITUTES CONi IDENTIA_. BUSINESS INFORMATION SCALE: 1 2" = 1'-0" �_ - - - f�` rp^,ULpING T^' I SCALE: 1/2' = 1 -0 SCALE: 1/2 = 1 -0 ' �I�> , � AND TRADE SECRETS OF MOBIL. ANY UNAUTHORIZED DISCLOSURE OF THE WORK, � slucr�x 1HEREOI-, IS STRICTLY PROHIBITED. COPYRIGHT IN THIS WORK OR ANY PORTIONT I IS THE SOLE .AND EXCLUSIVE PROPERTY OF MOBIL. ALL RIGHTS RESERVED, rr'i�' SHOULD PUBLICATION OF THIS WORK OCCUR, THE FOLLOWING NOTICE SHALL APPLY: j ' " © 1995, MOBIL" I THIS DRAINING AND ALL INFORMATION HEREON IS C +I t�C t� ��'V:�47[r f ft_L�rJS^jS1� ( �S1Rf G!'G�ST Mgbil USM&R Asset Services FOUNDATION PLAN THE PROPERTY OF MOBIL USM&R ASSET SERVICES iSPAULDING ASSOCIATES �r i L� `VJ `J J�J,v'�1,1bJ�`J Lu/ �9�Qb1S'(�2�e J DESIGN ENGINEERING FAIRFAX• VIRGINIA AND SHALL NOT BE COPIED OR USED EXCEPT CIVIL 6c CONSULTING ENGINEERS *PROJECT MANAGERS AND DETAILS CONSULTING ENGINEERS DESIGN ll FOR JTHE PURPOSE FOR WHICH IT IS EXPRESSLY ENVIRONMENTAL & SITE PLANNERS MUNICIPAL .ENGINEERS Tyree ENG;'VEER MSE3 :2/22/95 APPROVED SC#01 -QJK Mse 19 NORWICH STREET Environmental 2 GENERAL REV. TO SUIT FLOOR PLAN CHANGE 3-20-97 WHS DESIGN A O wH8 a,2/zz/95 ROUTE 28 & 1734 OLD' STAGE ROAD FURNISHED­THE THC DRAWING AND ANY COPIES wH' WORCESTER� AAA; 01608 fl OTIS STREET Technologies CHECK THEREOF (PARTIAL OR CO'OLErE) SHALL BE 1 GENERAL REV. TO 5Uh FLOOR PLAY CHANGE: ADD SEC F2 8-23-96 MSE3 WHS ff FARMINGDALE, N.Y. nS'MR G BROOKFIELD, CT, CENTERVILLE, MA nHs I TEL (5d8)-754-1177 au �, rce .oi5at ': DRAwN use - a2 22.95 SURL1NGe0N N:Jr ( R + BY / / SCALE DRAWING No. SHEET REV. No, RETURNED TO THE OWNER UPON DEMAND. o. REVISION !!� . ! 7 TEL. 508 .871-8400 STE LNG, VA. ., .? N flATE PPR. No. REVISION DATE DRN. APR.HK. CHK. FAX. {508) 871-8401 DRAWING DATE AS NOTE951,21 • '` ; , : _, - CHECK WHS 12/22/45 D 1'�C , 1 Of 2 ; - •,. _, _ 2 9 5121 E 9 95121 FC.DWG,; _ � r _ r " , : ^ v . G CS .6.7 .3 -12 UO S C6 TO BE STU B COLUMN XTENTIOI`4 OF - .......... -CONTIN x EXISTING x /4 x S S, CUT TO ALLOW 1 (E) 61'2' EXISTING' W12 26 �8EYOND,, 01 -7 -T I LLL, SHIM AS NEC. UNDER EXSTG. 12 26 (:E), X1 IV AND TACK WEL( --Wl-2---k 2 2 IN- PLACE . NEW BRICK TO MATCH EX 'STING r ? 4 ' 23' /801 -9 5 (N), x 1/2" x 0'-5 tk I T/� CAP PLATE V01 4! < < I I I I N OTC H EXISTING W12 (N) W12 x 19 4 W12 26 BEYOND - (N) 2-C8 x 11 .5 AS NEC. TO INSTALL FS .7 4 r NEW W1 8 40' -H W 8 L W 'ok NEW B RICK TO -if 12 �ATCH 11 EXISTING DETAIL (E) W8 (N) W18 x 40 Ox (E) V. (N) L3 x 3 x 1/4 NSFS SCALE: 1 1'_0 B -J L u: FIR OUT WALL AS NEC. -\ 1/2- GYP. BOARD (N) 2 'x 4 NOTCH LL- "SIMILAR EXISTING INTERIOR METAL - (N) 2 , x ' 6 MAIN./ S ECTIO N + � ,JN) 2-C8 x 11.5 26 SCALE: 1 L W o,, S2 (E) Wl�'111 x F 1 NEW BIC�� TO MATCH EXIS11W 0 7V 0 S3 x x C4 00 C0 EXISTING BRICK NEW WINDOW 4-4 co TO REMAIN, SYSTEM z (E) W8 C14 (E) W12 (N) L3x3xl/4x3" NSFS DETAIL NEW BF (E) CS NSFS SCALE: 1 "=l' N) W12jx 19,, LOW. NOT& ICK Te, R (E) C5 TO REMAIN. §IMILA H EXIST*( MAT 2 (N) C8 x 11 .5 (E) ROOF DECK VERIFY THAT IT IS: ,Z SECURED TO ROOF F 205 CUT EXIS THNG TS DECK. x .22 LABOVE- B Lu -(E) ME OFF!— (E) W FINISH CEILING. IINCOR C.E.E. 16ga �TEE TCH ERSIDE (E) TS2 * 2 TO BE NO (N) BRACE AT 19"!0 OF ROOF DEC�, CUT OFF ABOVE (E) W12 x 26 �-IMILAR U.1 "V-BAR' BRAC J AT WITH REMOVE� EXISTING C5 < u NEW WORK. -H Fr 80.c. VERTICALLY" "BOTH Ld LUMN ; m m CUT EXISTING SIDES OF STU 13ACK 'TO EW �"CO DS�.. D 9 O' NOT m -DRILL OR tOCATION C6 AND REWELD OTCH STUDS. y 4 x CONT. (E) C5 (N) 5" x 1/2" x 0'-5' 36-4--1 2-��' FASTEN WITH TWO N TO NEW C8x1 1 .5 (0 z 0 !-- - r -U­SI Nl:� L3-x3y 1'/4'- C8 tTS STUD. >< X 1 5 H r (E) C5 i i /-7-, EXISTING �(N) C8� x 11. N) ,C8 X 11.5 HiG H CLIP. IGH ED -TO RE IN, �N) ub 7,' O.Z LVW (N) x 8�2 LOW (N) TS4 x 4 x 1/4 LZ CORRUGATED MASONRY TIES 0 16"O.C. HOR� & VERT. A u V-BAR BRACING @ 48"O.0 (E) TS TO j A TYPICAL AT ALL NEW BRICK. BE REMOVED -i 1, , S4 RY MAX. VERTICALLY, BOTH + + SIMILAR SIDES OF STUDS. TIES @ 16"O.C. HOR. & VERT. TYPICAL AT ALL NEW BRICK. 1/2" EXT. PLYWOOD S1 (N) INCOR C.E,E. 16 GA. O.C. 17'-8 170-0'$ 10'-5 01 SECTION SECTION S3 SCALE: 1/2"=V-0­0 SCALE: 1/2"=l '- S4 S%LAR (E) W12 x 26 - (E) W12 x 22 (N) L21/2 x 21/2 x1/4 FRAMING PLAN 1 (E) W12 x 22 S2 �S2) (E) C5 (N) C8 x 11 ,5 SCALE: 1/4"=V-0)p (N) L3 x 3 x 1/4 x 6" NSFS L3 -x­-Z1-x -1/4 --m 2.0% ------------ BOTH SIDES,1 SEE SEC. S2 I__j (N) C6 x 8.2, CLIPPED TO .(N)- COLUMNS FORWARD t3--x-3 1/4 '-k 12" (N) C8 x 11 .5 BOTH SIDES, SEE SEC. S2 (E) ROOF PANEL (N) L4 x 3 x 1/4 x 4" ------------- L4x3xl/4 x 8" LLV - (E) METAL PANEL TO REMAIN (N) L3x3xl/4 x 12" NSFS - (E) C12 x 30 BEYOND u -H (N) 5"x1/2"x0"-5" CAP PLATE /4 BEYOND (N) X3X1/4 0 45- SHOWN DASHED FOR CLARITY u- -cn GENERAL NOTES NEW PL3l0x1/4$"X0"-5Aj (N) L2 x 2 x 3/16. LOCATE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING UTILITIES AND STRUCTURES 1 IN THE IMMEDIATE AREA OF THE WORK. 61-3� 8 -73" 4 MING PLAN. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY BUILDING PERMITS AND FRA OF DEMOLITION. THE LEGAL OFF SITE DISPOSAL' OF ALL PRODUCTS, (N) C6 x 8.2, CLIPPED TO 3. THE CONTRACTOR SHALL BE RESPONS113LE FOR CONFORMANCE TO ALL FEDERAL, STATE, AND LOCAL (0 u- COLUMNS FORWARD CODES AND SAFETY REGULATIONS. AND BEYOND. 4. EXISTING DIMENSIONS SHOWN ARE INTENDED FOR GENERAL INFORMATION ONLY. CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL DIMENSIONS' ANCI EXISTING CONDITIONS BEFORE FABRICATION OF MATERIAIS. NEW WINDOW SYSTEM COL. CENTERLINE- NOTIFY THE ENGINEER OF.,ANY FIELD CONDITIONS FOUND TO BE DIFFERENT THAN INDICATED ON THE PLANS. 5. CONDITIONS SHOWN MAY INVOLVE THE REMOVAL AND SUPPORT OF EXISTING WALLS, FLOORS AND COLUMN CENTERLINE STRUCTURAL ELEMENTS. ALL CONDITIONS AND DETAILS' OF SUPPORT SHALL BE DETERMINED BY THE TS 4 X 4 X 1/4 WITH, 7" x 3 4 x 0'-1 Ill BASE PLATE AND CONTRACTOR PRIOR TO COMMENCING THE WORK. THE MEANS ' AND METHODS OF SUPPORT AND SHORING 1/4" LEVELING PLATE ON 3/4" +/- GROUT REOUIRED TO SAFELY PERFORM THE WORK AS SHOWN, IS THE RESPONSIBILITY OF THE CONTRACTOR. 4" SLAB ON GRADE WITH STEEL NOTES ITH WWM 6 x 6 -W1 .4 x W1.4 SECTION 1 . A DESIGN LIVE LOAD OF 35#/SF WAS USED FOR DESIGN OF THE NEW ROOF STRUCTURE. WWM 6 x 6 -W1 .4 x W1 .4 E2 SAWCUT EXISTING SLAB SAWCUT EXISTING SLAB i I--- SD5 o- AT LIMITS OF REMOVAL AT LIMITS OF REMOVAL -------� #4 x l '-9 x V-9" @ 16" SCALE: 1/2" 2. ALL STRUCTURAL STEEL BEAMS, COLUMNS, SHAPES, PLATES ETC.' SHALL BE NEW STEEL WITH #4 BAR CONT. CONFORMI EPT 'AS NOTED. j FABRICATION AND ' ERECTION OF L SHALL CONFORM TO "SPECIFICATIONS FOR THE DESIGN FABRICATION X-X-X-X -X-X-X -------- AND ERECTION OF STRUCTURAL STEEL FOR. BUILDINGS", AISC, LATEST EDITION. 3. STEEL UBING SHALL CONFORM TO �ASTM A500 GRADE B, Fy=46 ksi. 4 DIAMETER CONFORMING TO ASTM A325X. ALL HOLES TO BE 13/16" O.C. 4. ALL BOLTS TO BE 3/4 .7 #3 TIES 0 12 DIAMETER, UNLESS OTHERWISE NOTED. HOLES SHALL BE DRILLED OR PUNCHED. BURNING IS NOT 'PERMITTED. A MINIMUM OF 4-BOLTS SHALL BE USED AT EACH CONNECTION. WAY2 4 -0 2" RIGID INSULATION, TYP- ---------- 10 CLIP 'ANGLES AND THRU PLATES AT TUBE COLUMNS SHALL BE WELDED ALL AROUND WITH 5 CONT. TOP AND BOT. --- 3/16 �(MIN) FILLET WELDS. CLIP ANGLES TO BE L3 x 3 x 114 U.N.O. 6. STEEL FABRICATOR , SHALL PROVIDE ANCHOR BOLTS AND 114" THICK SETTING PLATES 2x 4 KEYWAY, TYPICAL 4'-0" (min.) BELOW SECTION -.04 (SAME SIZE AS BASE PLATE) FOR ALL STEEL COLUMNS. WARNING: FINISH GRADE. SCALE: 1/2"-ONSTITUTES CONFIDENTIAL BUS!t-41ESS INFOR�)ATION -0,-OS , 5#4 E.W. THIS WORK CONTAINS AND 7. ALL WELDING SHALL BE � PERFORMED BY CERTIFIED WELDERS, IN ACCORDANCE WITH THE 10-6 1101' 19-131" LATEST A.W.S. AND A.I.S.C. CODES USING E70-XX ELECTRODES. S OF MOBIL. ANY UNAUTHORIZED DISCLOSURE OF THE WORK, H IG /7 IOR ANY PORTION THEREOF, . IS STRICTLY PROHIBITED. COPYRIGHT IN THIS WORK 7 8. ALL STRUTURL , E IS' THE SOLE AND EXCLUSIVE PROPERTY OF MOBIL. ALL RIGHTS RESERVED. 4 -0" COMMERCIAL 13LAST CLEANED SSP6 AND PAINTED ONE SHOP COAT OF TNEMEIC SHOULD PUBLICATION OF THIS WORK OCCUR, THE FOLLOWING NOTICE SHALL APPLY: INORGANIC ZINC PAINT. (D,l 995, MOBIL" TIM STRUCTURAL PLANS TH IS DRAMNG AND ALL INFORMAON IHERECN IS M@bfl USM&R Asset Services THE PROPERTY OF iJOBIL USM&R ASSET SERMES DESIGN ENGINEERING FMRFAX, 'vlRGINIA SPAULDING ASSOCIATES GiVIL CONSULTING ENGINEERS -PROJECT MANAGERS AND DETAILS ED OR USED EXCEPT ESIGN S/MSE 12/22/95 APPROVED SS#01,-QJK CONSULTING ENGINEERS o ENVIRONMENTAL SIT�: �PLANNtRS PUNIC�PAL ENGINEERS Tyree' ENGINEER FOR THE PURPOSE WHICH IT IS EXPRESSLY m ronm6ntal DESIGN W,jS ROUTEi :28 1734 OLD STAGE ROAD 19 NORWICH 'STREET Envi GENERAL REVISIONS TO SUIT FLOOR.PLAN CHANGE WHS Technblogies CHECK FURNISHED.' THE DRAWING AND ANY COPIES 'ESTER, MkO1608 9 OTIS TRET 'CENTERVILLE, MA WORC FARMINGDALE, N.Y BROOKFIELD, NSB WMOROUGH, MA 01581 DRAW MSB TIAL,01 ftE) SHALL BE GENERAL REVISIONS TO $UfT rLOOR PLAN CHANGE WHS TEL (508)-754 BY V. I RFOP�(PAR R CO�PLL 1177 , SCALE WING No. ET RM No J .41 �4 7 14 BURLINGTON, N,J. TFL. t5O6) ell-8400 STERUI,4G, �VA. DRA DRN, 95 1 21 St' o 2 RtTORNED�TO tHF. OWNER UOON DEMAND. IDATf: (508) ID71-8401 DRAWING No. REOSION DATE AM No., R0ASION AIPR, AS NOTED f CHECK WHS 12/22/95 2 2 CENTERVILLE, MA 1:\95JO8S\9,5121,\REV 7\95'121SC.DWG