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55 Damon Rd Donut plans' -. ,, Project D e s 9 n b y AHARONI AN & ASSOCIATES INC. ARCHITECTS 310 George Washington Highway Suite 100 Smithfield, Rhode Island 0 2 9 1 7 T 401-232-5010 F 401-232-5080 WWW.ARCH-ENG.COM CONSULT ANTS: D V-l D E N G I N E E R I N G, I N C... STRUCTURAL EN51NEER 5 MICHAEL ROAD EAST ElRID5EV,ATER, MA 02999 ABBREVIATION INDEX $ AND EXIST EXISTING @ AT EXT EXTERIOR AIC AIR CONDITIONING FCB FIBER CEMENT BD AF ABOVE FLOOR FD FLOOR DRAIN ALUM ALUMINUM FIN FINISH ALT ALTERNATE FL FLOOR APPROX APPROXIMATE FO FACE OF BD BOARD FR FIRE RETARDANT BG BELOl'IJ GRADE F,: FOOT BLDG BUILDIN6 BEAM FURN FURNITURE BM BSMT BASEMENT GA GAUGE BTV'IN BET)'l(EEN 6ALV GALVINIZED BOT ElOTTOM 6YP BD GYPSUM BOARD C/L CENTER LINE HDJl'ID HARDY'lOOD CT CERAMIC TILE HDR HEADER CLG CEILING HM HOLLOl'IJ MET AL CLO CLOSET HORIZ HORIZONTAL CM CONSTRUCTION MGR H6T HEl(!;HT CMU CONG MASONRY UNIT ID INSIDE DIAMETER ' COL COLUMN INSUL INSULATION CONC CONCRETE INT INTERIOR CONT CONTINUOUS JT JOINT CONST CONSTRUCTION KIT KITCHEN DEPT DEPARTMENT LAM LAMINATE DTL DETAIL LAV LAVATORY DIA/<P DIAMETER LT LIGHT DIM DIMENSION MAS MASONRY DISP DISPENSER MAX MAXIMUM DN DOl"IN MECH MECHANICAL DR DOOR MTL METAL DS DOl"INSPOUT MANUF MANUFACTURER Dl"IG DRAl'IJIN6 MIN MINIMUM EA EACH MISC MISCELLANEOUS EL ELEVATION MO MASONRY OPENING ELEC ELECTRICAL MTD MOUNTED EQ EQUAL NIC. NOT IN C.ONTRACT EQUIP EQUIPMENT NO NUMBER ETR EXIST TO REMAIN NOM NOMINAL ,, ··~ NTS NOT TO SCALE SQ OA OVERALL 55 oc ON CENTER STD OCH ON CENTER STL HORIZONTALLY STRUCT ocv ON CENTER SUSP VERTICALLY TBD OD OUTSIDE DIAMETER TEL OPNG OPENING THK OPT OPTIONAL THRU PL PLATE TOP FLAM PLASTIC LAMINATE TOS PLUMB PLUMEllN6 TOSL PLYl'IJD PLYY'lOOD TRT PR PAIR TYP PROP PROPERTY UNO PSF PER SQUARE FOOT PSI PER SQUARE INCH VB PT PRESSURE TREATED VCT PTD PAINTED PVC POLY VINYL VERT CHLORIDE VIF QT QUARRY TILE Vi"IC QTY QUANTITY ,,.,; RAD RADIUS Jl'IC REF REFRIGERATOR i"ID REINF REINFORCING vvo REV REVISION IAIP REQD REQUIRED V'IT RES RESILIENT i"li"IF RM ROOM RO ROU5H OPENIN5 SCHED SCHEDULE SEC SECTION SF SQUARE FOOT SHT SHEET SIM SIMILAR SPEC. SPECIFICATION SQUARE STAINLESS STEEL STANDARD STEEL STRUCTURAL SUSPENDED TO BE DETERMINED TELEPHONE THICK THROUGH TOP OF PLATE TOP OF STEEL TOP OF SLAB TREATED TYPICAL UNLESS NOTED OTHERV'IISE VINYL BASE VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD VINYL i"IALL COVERING l'IJITH l'IJA TER CLOSET l'IJOOD l'IJITHOUT i"IA TERPROOFING )'l(EIGHT )'l(ELDED l'IJIRE FAElRIC 55 DAMON ROAD NORTHAMPTON ' MA 01060 HAMPSHIRE COUNTY MAY 25, 2018 FOR CONSTRUCTION '~it' ' ;· .' 'i, ·, , DUNKIN' BRANDS REVIE)/\4 FOR DESIGN CONFORMANCE ONLY APPROVAL FOR THESE PLANS BY DUNKIN' DONUTS DOES NOT IMPLY THAT DUNKIN' BRANDS HAS REVIE)'l(ED THEM FOR C.ONFORMITY TO APPLICABLE CODES OR RE6ULATION5. 0 APPROVED 0 APPROVED AS NOTED, Submit Record C.opy for Archives 0 DISAPPROVED AS NOTED, Revise and Resubmit 0 INCOMPLETE INFORMATION, Add requested lnformcatlon cand resubmit DUNKIN' ElRANDS Constru<0tlon McanG19<>r PC# 951216 FRANCHISEE EMANUEL SARDINHA CELL, (419) 246-"!616 EMAIL, vfc:clonuts@caol .com CONSTRUCTION MANAGER CHRIS JESSON OFFICE, (99"!) 222-6411 FAX, (181) 191-4541 EMAIL, c:hrlstopher Jesson@dunklnbrcancle.com DATE 55 Damon Road Northampton, MA 01060 Hampshire County PROJECT DATA SEE AO.I FOR CODE STIJDY DUNKIN' BRANDS DATA IMAGE IrEE, FRESH BREV'I "C.APFUCCINO BLEND" IMA5E STORE DIMENSIONS, SERVIC.E AREA, 42e NET SF ± DININ5/5ALE5 AREAS, 584 NET SF ± BACK ROOM, 556 NET SF ± OFFICE, 95 NET SF ± RESTROOMS, Ill NET SF ± i"IALK-IN BOX, 1"!9 NET SF ± TOTAL, I ,'101 NET SF ± RESTROOMS, # OF RESTROOMS, 2 PUBLIC ACCESS y HANDIC.AP ACCESSIBLE, y SEATING, # OF NON-ADA SEATS, 2 # ADA SEATS, 94 TOTAL, 96 DfslVE-THRU, APPLICABLE, y # OP D/T l"IINDOl"IS, 2 MENU BOARD TYPE, SINGLE ESC.AFE LANE, y l"IDl'IJ TO MENU BD CAR STACKIN5, 5 DD GREEN ACHIEVEMENT DATA ACHIEVEMENT SITE PROTECTION REGIONALL. Y FRIENDLY LANDSCAPING EFFICIENT IRRIGATION SYSTEMS COOL ROOF HIGHLY EFFICIENT HVAC. SYSTEMS LOJ/11 FLOl'IJ FIXTURES LED Ll6HT FIXTURES / SIGNAGE EFFECTIVE LIGHTING CONTROLS ZERO-VOC PAINT USE INDOOR AIR QUALITY RECYCL!Ne;; MATERIAL USE CONSTRUC.TION i"IASTE RECYCLIN6 AUTOMATIC EXHAUST CONTROL SOL.AR SHADE USE TOBACCO SMOKE CONTROL UTILITY DATA REPORTIN(!; COMMUNITY OUTREACH TOTAL ADDITIONAL POINTS DD (!;REEN ACHIEVEMENT LEVEL INDEX OF DRAWINGS DWGNO. DESCRIPTION A0.1 A0.2 A1 .0 A1 .1 A1.2 A1.3 A1.4 A2.1 A2.2 A3.1 A3.2 A4.1 A4.2 A4.3 A5.1 ADMIN. REQUIREMENTS, SCHEDULE OF RESPONSIBILITY, & CODE STUDY SCHEMATIC SITE PLAN, SCHEDULES & DETAILS SLAB PENETRATION PLAN FLOOR PLAN & DETAILS FLOOR FINISH PLAN, SCHEDULE & DETAILS REFLECTED CEILING PLAN, SCHEDULE & DETAILS ROOF PLAN & DETAILS DOOR & STOREFRONT SCHEDULE & ELEVATIONS DOOR & STOREFRONT DETAILS EXTERIOR ELEVATIONS, SCHEDULES & DETAILS EXTERIOR ELEVATIONS & DETAILS BUILDING SECTIONS WALL SECTIONS WALL SECTION DETAILS A6.1 INTERIOR ELEVATIONS A6.2 INTERIOR ELEVATIONS, SCHEDULES & DETAILS K1.1 K1.2 EQUIPMENT PLAN EQUIPMENT SCHEDULE & NATIONAL ACCOUNTS S0.1 STRUCTURAL NOTES S1 .1 S1.2 M1 .1 P1 .1 P1 .2 P2.1 E0.1 E1 .1 E1.2 E1.3 FOUNDATION PLAN & DETAILS ROOF FRAMING PLAN & DETAILS EXHAUST HOOD DETAILS, SCHEDULES & HVAC PLAN WASTE & VENT LINE PLUMBING PLAN & SCHEDULE WATER & GAS LINE PLUMBING PLAN PLUMBING DETAILS GENERAL ELECTRICAL NOTES POWER PLAN, SCHEDULE & NOTES POS COMM PLAN, SCHEDULE & DETAILS LIGHTING PLAN & SCHEDULE <SRAFHIC SYMBOLS SHEET# POINTS ON Dl'IJ6S ® KEYED PLAN NOTES REQUIRED A0.2 REQUIRED Ao.2 REQUIRED A0.2 REQUIRED Al.4 REQUIRED Ml.I REQUIRED Pl.2 REQUIRED El.9 REQUIRED El.9 REQUIRED t'<.9, AS.I, l'b.2 REQUIRED Al.I REQUIRED Al.I REQUIRED Al.I REQUIRED Ml.I REQUIRED Al.I REQUIRED Al.I REQUIRED Pl.I 4 El.I REQUIRED Al.I 0 DD GREEN INTERIOR ELEVATION NUMBER/SHEET ROOM NAME I XXX I ROOM NUMElER SEC.TION OR DETAIL KEY I XXX I NUMBER/SHEET ''·'"'"'"'''"''-''·' NEl'IJ PARTITION ADA STATEMENT FINISH NUMBER DOOR TYPE EQUIPMENT TAG PARTITION TYPE I HEREBY CERTIFY THAT THE FLANS AND DRAl"IINGS FOR THIS PROJECT )'l(ERE DRAll'lN IN ACCORDANCE i"!ITH ALL FEDERAL, STATE AND LOCAL LAl'IJS, INC.LUDING, BUT NOT LIMITED TO, THE AMERICANS l"IITH DISABILITIES ACT (THE "ADA"), THE ADA ACCESSIBILITY 6UIDELINE5 AND ANY STATE OR LOCAL AC.C.ESSIBILITY CODES, REGLJL.ATIONS, OR STANDARDS T'S SIGNATIJRE HERE DATE L, I / I I ~I , CODE ANAL Y515 APPLICABLE EllJILDINe, CODE THE INTE~ATIONAL. BUILDIN<!'> CODE -2015 r,/ ,eo CMR ~th EDITION AMENDMENT::> APPLICABLE STRUCTURAL. CODE THE INTE~ATIONAL. BUILDIN<!'> CODE -2015 r</ ,eo CMR ~th EDITION AMENDMENT::> APPLICABLE PLUMEllN<!'> CODE MASSACHUSETTS STATE PLUMBIN<!'> AND <!'>AS CODE; 24e CMR, 11TH EDITION APPLICABLE MECHANICAL. CODE THE INTE~ATIONAL MECHANICAL CODE -2015 r</ AMENDMENTS APPLICABLE ELECTRIC CODE NATIONAL. ELECTRIC.AL CODE NFPA "10 -201"1 "I 521 CMR 12th EDITION AMENDMENTS APPLICABLE ENER<!'>'l" CODE INTERNATIONAL ENER,!','( CONSERVATION CODE -2015 APPLICABLE <!'>AS CODE MASSACHUSETTS STATE PLUMBIN<!'> AND <!'>AS COOE; 24e CMR, 11TH EDITION FIRE/L.IFE SAFET'l" CODE INTERNATIONAL FIRE CODE 2015 i'!/ MASSACHUSETTS FIRE PREVENTION CODE 52"1 CMR -... APPLICABLE ACCESS COOES ARCHITECT\!RAL ACCESS REGULATIONS; 521 CMR PROJECT SUMMAR'( SUBJECT 6UILDING, I STOR'l", T'l"PE 5S CONSTRUCTION. PROJECT SCOPE, <!'>ROUND-UP FREESTANDIN<!'> EllJILDIN<!'>. PROPOSED OCCUPANCY, A-2 RESTAURANT BASIC EllJILDIN<S CHARACTERISTICS EllJILDIN<!'> AREA 2,550 SGIUARE FEl:T i'!ALK-IN BOX AREA 216 SGIUARE FEl:T -----·-----· NUMElER OF FLOORS I TOT AL SGIUARE FOOT ME 2,550 SGIUARE FEET ~ OR OCCUPANCY CLA5elFICATION (CHAPTER el) USE OR OCCUPANCY CLAS51FICATION A-2 RE5TAURANT <SENERAL BUILDIN<S HEl<SHT5 AND AREA5 (CHAPTER 5) AREA LIMITATION SIN<!'>LE-OCCUPANCY, ONE-5TORY 6UILDIN<!'> AREA SHALL ElE DETERMINED IN ACCORDANCE i'!ITH THE AND MODIFICATION FOLLOl'<IN<!'>, (TABLE 506) Aa= At + (NS x If) At = TABULAR AREA FACTOR IN ACCORDANCE i'!ITH TABLE 506..2 (CONSTRUCTION TYFE 5S / NS -6POO SGI. FT. NONSPRINKLERED) NS = TASULAR ALLOl'!ABLE AREA FACTOR IN ACCORDANCE j,IJITH TABLE 506.2 FOR NONSPRINKLERED 6 poo 5GI FT BUILDINGS (REGARDLE55 OF i'<HETHER THE BUILDING 15 SPRINKLERED) If= AREA FACTOR INCREASE DUE TO FRONTME AS CALCULATED ll'l ACCORDANCE i'!ITH SECTION 506.9 NOT TAKEN Aa = AL.LOl"IABLE AFeEA Ac, = 6POO + (6POO x 0) = 6 poo SQ FT PROPOSED AREA 2,550 SQ FT CONSTRUCTION TYPE (CHAPTER 6) CONSTIWCTION TYPE 5S COM6U5T1BLE CONSTIWCTION REJGIUIRl:MENTS (CHAPTER 6. i AND 10) STRUCTURAL FRAME TABLE 601 0 HOUR ElEARING EXTERIOR V<ALLS SEPARATION DISTANCE <!'>REA TER THAN 50 FEET (TABLE 602) 0 HOUR EXTERIOR i'!ALL OPENIN<!'>S MAXIMUM AREA Of UNPROTECTED EXT i'!ALL OFENIN<!'>S (TABLE "105.e) NO LIMIT FLOOR CONSTRUCTION TABLE 601 0 HOUR ROOF CONSTRUCTION TABLE 601 0 HOUR INTERIOR FINISHES (CHAPTER e) FINISH REQMNTS (TABLE eoe.11) ROOMS AND ENCLOSED SPACES. CLASS El OR SETTER /NONSPRINKLERED) FIRE PROTECTION SYSTEMS /CHAPTER 'I) 5PRINKLER SY5TEM ('105.2.l.2) NOT REQUIRED -<!'>ROUP A-2 i'!/ AREA UNDER Spoo SF, OCCUPANCY LOAD UNDER 100 OCCUPANTS, I-STORY Ee.Fel:55/CHAPTERIO) EXIT ACCESS TRAVEL DISTANCE i'!ITHOUT SPRINKLER 5YSTEM OCCUPANCY A-2 1200 FEET (TAElLE 101"1.2) OCCUPANCY CAPACITY OF EXITS AND NUMBER OP EXITS 5PACE OCCUPANCY LOAD E<!'>RE55 i'!IDTH NO. OP EXIT5 REQUIRED REMOTENESS (1001.1.1) (TAElLE 1004.1.2) (1005.1) (SECTION 1006.2)/PROVIOED EXIT SEPARATION > ElLD<!'>. DIA<!'> STAIRS OOORS X 1/2 i'!HERE A BUILDIN<!'> 15 l!IQI EQUIPED THROUGHOUT i'!ITH AN AUTOMATIC SPRINKLER 5Y5TEM KITCHEN AREA 654 SF / 200 <!'>ROSS NIA 4 X . .211 = 0.f>11 NO OF EXITS EXIT SEPARATION = '11'-e" = 4 OCCUPANTS 6211 MIN REQUIRED = 2 / 2 EXITS PROVIDED. DIA<!'>, fll'-2"xl/2 = 40'-i" MIN SEATING AREA 96 FIXED 5EAT5 NIA 6$ X ,;:t1 = 1,211 = 56 OCCUPANTS 96" MIN CONFORMS ACCE550R'1" STORA<!'>E AREA5, ~O 5F / 500 <!'>ROSS NIA 4 X .211 = 0.511 UTILITY ROOMS = 2 OCCUPANTS 32" MIN TOTAL 42 OCCUPANTS MINIMUM REQUIRED E<!'>RE55 i'!IDTH E<!'>RE55 i'!IDTH PER OCCUPANT (1005.1) o . .::;211 -···--·-·--- MINIMUM i'!IDTH, -EXIT PA55AGEl'!AY /1024.2) 9e,n -E<!'>RE55 OOOR (1010.1.1) 9211 C.LEAR INTERNATIONAL. ENER<SY CONSERVATION CODE 201!:I Fl<!'>URE C301.1 • CLIMATE ZONE SA BU1LDIN5 ENVELOPE REGIUIRl:MENTS -OPAQUE ASSEMElLll:5 /TABLE 0402.1..2 • 0402.2(1)) REQUIRED PROVIDED ROOFS -INSULATION ENTIRELY AElOVE DECK R-30 CONTINUOUS INSULATION R-50 CONTINUOUS INSULATION i'!ALLS AElOVE <!'>RADE -i'!OOD FRAMIN<!'> R-19 + R-S.e CONTINUOUS INSULATION R-21 BATT INSULATION ORR-20 ·-·· .. UNHEATED SL.AS ON GRADE FLOORS R-10 FOR 24" AT PERIMETER R·IO FROM 5LAB TO FOOTIN<!'> OPAGIUE DOORS -Si'!IN<!'>ING U-V ALLIE = 0 .Si MAX LI-VALUE = 0.13 BU1LDIN5 ENVELOPE FeEGIUIRl:MENT5 -FENESTRATION /TABLE 0402.el) NEI'! i'!INDOI'! ASSl:MElLIES U-VALUE = o.Sfl MAX U-VALUE = 0.5"1 PROJECTION FACTOR < 0.25 SH<!'>C = 0.40 MAX 5H<!'>C = 0.32 ENTRANCE OOOR U-VALUE = 0.11 MAX U-VALUE = 0.50 PROJECTION FACTOR < 0.25 5H6C. • 0.40 MAX 5Hl:10 • o .ae, PLUMBIN<!l (~02) TABLE ~02.1 MINIMUM CLASSIFICATION FIXlVRE T'l"PE MIN. REGIUJRED OCCUPANTS FIXTURES REGIUIRED FIXTURES NUMElER OF /TABLE I) PROVIDED FIXTURES REQUIRED A-2 RE5TAURANT V<ATER CLOSET5 FEMALE I PER SO 21 I I MALE I PER 50 21 I I LAVATORIES EACH SEX I PER 200 21EACH I EACH I EACH OJ ~ 0 N u z (/) w f- <( 13 0 (/) (/) <( ~ z <( ,: ·' z 0 Ct'. <( I <( © 01005 -ADMINISTRATIVE SEGUISEMENTS 01005-1, REFERENCE A. THESE SPECIFICATIONS ARE TO SERVE AS A SUPPLEMENT TO ALL OTHER DRAl'!IN<!'>S. i'!HERE THERE 15 A CONFLICT IN REGIUIREMENTS OF THOSE DRAl'!IN<!'>S, THE MOST STRIN<!'>ENT OR PROHIBITIVE SHALL APPL '1". B. AIA <!'>ENERAL CONDITIONS (A:201) ARE HERES'( INCORPORATED INTO THE CONTRACT DOCUMENT::> El'l" REFERENCE. 01005-2, SECTION INCLlJ!IES A. CODES, RULES AND REGULATIONS El. CONTRACTOR USE OF PREMISES C. TEMPORAR'l" FACILITIES D. COORDINATION E. FIELD EN<!'>INEERIN<!'> F. EXISTIN<!'> UTILITIES AND STRUClVRES e,, CONTRACTOR GIUALIT'l" CONTROL H. DELIVERY, HANDLIN<!'> AND 5TORA<!'>E OF MATERIAL5 I. PROTECTION OF INSTALLED j,IJORK J. SUSMITT AL5 K. SUBSTITUTIONS L. PROJECT CL05EOUT 01005-el, CODES, IWLe, FeE<!'>ULATIONS A. SEE COVER SHEET 01005-4, CONTRACTOR USE OF PREMISES A. i'!ORK BEIN<!'> PERFORMED UNDER SEPARATE CONTRACTS j,IJITH THE Oi'!NER COULD Bl: CONCURRENT i'<ITH i'!ORK UNDER THIS CONTRACT. COORDINATE i'!ORK UNDER THIS CONTRACT, SUCH AS SEQUENCE AND ACCl:55 i'!ITH OTHl:R SEPARATE CONTRACTORS AS DIRECTED BY THE Oi'<NER. El. LIMIT USE Of PREMISE5 FOR i'!ORK AND FOR CONSTRUCTION OPERATIONS AND TO AL.LOI'! FOR i'!ORK BY OTHER CONTRACTORS. 01005-5, TEMPORARY FACILITll:5 A. CONTRACTOR 15 TO LIMIT ITS ENTIRE i'!ORK FORCE TO THE SUILDIN<!'> AND IMMEDIATE SITE. I. CONTRACTOR SHALL PROVIDE TEMPORARY FACILITIES FOR ITS USE ON THE SITE, INCLUDIN<!'> TEMPORARY OFFICE AND SANITARY FACILITIE5. El. CONTRACTOR 5HALL PROVIDE ALL 1..AElOR, MATERIALS AND EGIUIPMENT REGIUIRED FOR PERFORMANCE OP THE i'<ORK. 01005-6, COORDINATION A. COORDINATE THE i'!ORK TO ASSURE EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION OF CONSTIWCTION ELEMENTS, i'<ITH PROVISION5 FOR ACCOMMODATIN<!'> ITEMS INSTALLED LATER. El. VERIFY CHARACTERl5TIC5 OF ELEMENT5 OF INTERRELATED OPERATIN<!'> EGIUIPMENT ARE COMPATIBLE; COORDINATE i'!ORK HAVING INTERDEPENDENT RESFONSIEllLITIES FOR INSTALLING, CONNECTIN<!'> TO AND PLACIN<!'> IN 5ERVICE 5UCH EGIUIPMENT. c. COORDINATE SPACE REGIUIREMENTS AND INSTALLATION OP MECHANICAL. AND ELECTRICAL. i'!ORK i'!HICH ARE INDICATED DIAGRAMMATICALLY ON DRAl'<INGS. FOL.LOI'! ROUTIN<!'> 5HOl'<N FOR PIPES, DUCTS AND CONDUITS A5 CLOSELY AS PRACTICABLE, MAKE RUNS PARALLEL i'<ITH LINE5 OF ElUILDIN<!'>. UTILIZE SPACES EFFICIENTL '1" TO MAXIMIZE ACCESSISILITY FOR OTHER IN5TALI..ATION5, FOR MAINTENANCE AND FOR REPAIRS. D. IN FINISHED AREAS, CONCEAL PIPE5, DUCTS AND i'<IRIN<!'> IN THE CONSTRUCTION. COORDINATE LOCATION5 OF FIXTURES AND OUTLET::> i'!ITH FINISH ELEMENTS. . E. EXECUTE CUTTIN<!'> AND PATCHIN<!'> TO INTEGRATE ELEMENTS OF i'!ORK, UNCOVER ILL-TIMED, DEFECTIVE AND NON•CONFORMIN<!'> i'!ORK, PROVIDE OPENINGS FOR PENETRATIONS OF EXISTIN<!'> SURFACES AND PROVIDE SAMPLES FOR TESTIN<!'>. SEAL PENETRATIONS THROU<!'>H FLOORS, V<ALLS AND CEILINGS. 01005-i, FIEU, ENGINEERING A. CONTRACTOR SHALL PROVIDE FIELD EN<!'>INEERIN<!'> SERVICES REQUIRED TO ESTABLISH <!'>RADES, LINES AND LEVELS ElY U5E OF RECO<!'>NIZED EN<!'>INEERIN<!'> 5URVEY PRACTICE5. El. CONTRACTOR SHALL ESTABLISH AND VERIFY ALL REGIUIRED ElENCH MARKS, GRADES, LINES AND LEVELS AND DIMENSIONS SHOl'!N ON THE DRAl'!INGS PRIOR TO COMMENCEMENT OF i'!ORK. INCON515TENCIE5 SHALL BE REPORTED TO THE ARCHITECT PRIOR TO START OF i'!ORK. C. CONTRACTOR SHALL NOT DEVIATE FROM ESTAElLISHED <!'>RADE5 AND LINES, EXCEPT ElY i'!RITTEN APPROVAL OF THE ARCHITECT OR IF OSVIOUS ERROR EXISTS IN DESl<SNATED <!'>RADES AND LINES. D. CONTRACTOR SHALL BE RESPONSIBLE FOR 5TAKING OUT THE ElUILDIN<!'> ADDITION ON THE SITE, AS i'!ELL AS THE ENTIRE LAYOUT OF ALL SITE IMPROVEMENTS, UTILITIES, GRADING, LANDSCAPING AND SIMILAR ITEM5 AS REQUIRED TO COMPLETE THE i'!ORK. 01005-f>, EXISTIN<S UTILITll:5 A. CONTRACTOR SHALL BE RESPONSIElLE FOR INJURY TO ANY UTILITY PIPIN<!'>, ELECTRICAL i'!IRIN<!'> AND CONDUITS, ElUILDINGS AND OTHER STRUCTURES THAT MAY ElE MET i'!ITHIN THE PROSECUTION OF THE i"IORK. CONTRACTOR SHALL ElE LIABLE FOR ANY DAMA<!'>ES TO ITEMS Fel:5UL TIN<!'> FROM i'!ORK OF THIS CONTRACTOR. OI~, CONTRACTOR QUALITY A5SURANCE/C0NTl't0L OF INSTALLATION A. MONITOR QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES, SITE CONDITIONS AND i'<ORKMANSHIP. El. COMPLY FULLY i'<ITH MANUFAClVRERS' INSTRUCTIONS INCLUDIN<!'> EACH 5TEP IN SEGIUENCE. C. 5HOULD MANUFAClVRERS' INSTRUCTIONS CONFLICT i'!ITH CONTRACT DOCUMENT::>, REGIUEST "L.ARIFl"ATIQN Ff'<QM Af<"HITI=C-T l;,EFQRE Ff<OC-EEDING, D. COMPLY i'<ITH 5PECIFIED STANDARDS AS A MINIMUM QUALIT'l" FOR THE i'!ORK EXCEPT i'!HEN MORE STRINGENT TOLERANCE5, CODES OR 5FECIFIED REGIUIREMENT5 INDICATE HIGHER STANDARDS OR MORE PRECISE i'!ORKMANSHIP. E. PERFORM i"IORK BY PERSONS GIUALIFIED TO PRODUCE i'!ORKMANSHIP OF SPECIFIED QUALIT'l". F. SECURE PRODUCTS IN PLACE i'!ITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED TO i'!ITHSTAND STR1;55E5, VIBRATION, PHY5ICAL. DISTORTION OR Dl5Fl<!'>UREMENT. 01005-10, DELIVERY, HANDLIN<S AND STORA<!le OF MATERIAL.5 A. PRODUCTS, MEANS NEI'! MATERIAL, MACHINERY, COMPONENTS, EGIUIPMl:NT, FIXTURES AND SYSTEMS FORMING THE i'!ORK. DOES NOT INCLUDE MACHINERY AND EQUIPMENT USED FOR PREPARATION, FABRICATION, CONVEYIN<!'> AND ERECTION OP THE i'<ORK. PRODUCTS MAY ALSO INCLUDE EXISTINe, MATERIALS OR COMPONENTS REQUIRED FOR REU5E. El. TRANSPORTATION AND HANDLING I. TRANSPORT AND HANDLE PRODUCTS IN ACCORDANCE i'!ITH MANUFACTURERS' INSTRUCTION5. 2. PROMPTLY INSPECT SHIPMENTS TO ASSURE THAT PRODUCTS COMPLY i'<ITH REQUIREMENTS, QUANTITIES ARE CORRECT AND PRODUCTS ARE UNDAMMED. s. PROVIOE EQUIPMl:NT AND PERSONNEL TO HANDLE PRODUCTS ElY METHODS TO PREVENT SOIL.IN<!'>, DISFl<!'>UREMENT OR DAMA<!'>E. C. 5TORA<!'>E AND PROTECTION I. STORE AND PROTECT PRODUCT::> IN ACCORDANCE i'!ITH MANUFAClVRER'S INSTIWCTIONS, i'<ITH SEALS AND LAElELS INTACT AND LEGIBLE. 5TORE 5ENSITIVE PRODUCTS IN i'!EATHER-Tl<!'>HT, CLIMATE CONTROLLED ENCLOSURES. 2. ARRANGE STORA<!'>E OF PRODUCTS TO PERMIT ACCESS FOR INSPECTION. PERIODIC.ALLY INSPECT TO ASSURE PRODUCT5 ARE UNDAMA<SED AND ARE MAINTAINED UNDER SPECIFIED CONDITIONS. 01005-llo PROTECTION OP INSTALLED i'!C>RK A. PROTECT INSTALLED i'!ORK AND PROVIDE SPECIAL. PROTECTION AS REGIUIRED. B. PROVIDE TEMPORAR'l" AND REMOVABLE PROTECTION FOR INSTALLED PRODUCTS. CONTROL ACTIVIT'l" IN IMMEDIATE i'!ORK AREA TO MINIMIZE DAMME. c. PROVIDE PROTECTIVE C.OVERIN<!'>S AT i'!ALLS, PROJECTIONS JAMBS SILLS AND 50FFIT5 OF OPENIN<!'>S.. ' , D. PROTECT FINISHED FLOORS AND OTHER SURFACES FROM TRAFFIC, DIRT, i'!EAR, DAMAGE OR MOVEMENT Of HEAV'I" OBJECTS 6'( PROTECTING i'!ITH DURABLE SHEET MATERIALS. 01005-12, SUSMITTALS -<SENERAL A. THI: CONTRACTOR MUST SUElMIT TO THI: ARCHITECT FOR REVIEI'! AND APPROVAL, SHOP DRAl'!INGS, PRODUCT DATA AND SAMPLES REQUIRED BY THE SUBMITTAL LIST OR AS DIRECTED ElY THE ARCHITECT. El. SUBMIT TO THE ARCHITECT AS REGIUIRED TO MAINTAIN PROJECT. COPY. ARCHITECT i'!ILL RETAIN ONE 01005-13, SHOP DRAl'!IN<!'> SUBMITTALS A. PRESENT IN A CLEAR AND THOROU<!'>H MANNER. TITLE EACH DRAl'!IN<!'> i'!ITH PROJECT NAME AND NUMBER. El. IDENTIFY FIELD OIMEN510N5, 5HOI'! RELATION TO ADJACENT OR CRITICAL FEATURES OR i'!ORK OR PRODUCT5. C. NUMElER AND T'l"PE Of COPIES AS FOLLOj,115, I. SUBMIT THE NUMElER Of COPIES i'!HICH THE CONTRACTOR REQUIRES PLU5 ONE COPY i'!HICH i'!ILL SE RETAINED BY ARCHITEC'l'. ' D. CONTRACTOR REVIEI'< I. REVIEI'! 5USMITTAL5 PRIOR TO TRANSMITTAL DETERMINE AND VERIFY FIELD MEA5UREMENT5, FIELD CONSTRUCTION CRITERIA, MANUFACTURER'S CATALoe, NUMBERS AND CONFORMANCE i'!ITH REGIUIREMENTS Of CONTRACT DOCUMENTS. Sl<!'>N OR INITIAL. EACH SHEET OF SHOP DRAl'!IN<!'>S AND PRODUCT DATA, AND EACH SAMPLE 2. LABEL TO CERTIFY COMPLIANCE j,IJITH REQUIREMENTS OF CONTRACT DOCUMENT::>. NOTIFY ARCHITECT, IN i'!RITIN<!'>, AT TIME OF SUBMITTAL, OF AN'l" DEVIATIONS FROM REQUIREMENTS Of CONTRACT DOCUMENTS. FAILURE TO DO 50 i'!ILL BE REASON FOR REJECTION FOR SUSMITTAL OR i'!ORK IN PLACE. s. DO NOT FABRICATE PRODUCTS TO ElE<!'>IN i'!ORK i'<HICH REGIUIRE SUElMITTALS i'<ITH ARCHITECT APPROVAL. 4. REVISE AND RESUBMIT SUBMITTAL AS REGUIRED1 IDENTIFY AL.I.. CHAN<!'>ES MADE SINCE PREVIOUS SUBMITTAL.. FAIL.URE TO DO 50 i'!ILL ElE REASON TO REJECT SUBMITTAL. 01005-14, PROOUCT OATA SUSMITTAL.5 A. SUBMIT THE NUMElER OF COPIE5 i'<HICH THE CONTRACTOR REQUIRES PLUS ONE COPY i'!HICH j,IJILL ElE RETAINED El'!' THE ARCHITECT AND ONE COPY TO THE ElUILDINe, DEPT. B. MARK EACH COPY Of DATA TO IDENTIFY PERTINENT PRODUCTS. 5HOI'< REFERENCE STANDARDS, PERFORMANCE CHARACTERISTICS AND CAPACITIES, i'!IRINe, AND FIFING DIA<!'>RAMS AND CONTROLS; COMPONENT PARTS1 FINISHES· DIMENSIONS AND REQUIFeED CLEARANCES. ' C. MODIFY MANUFAClVRER'S STANDARD 5CHEMATIC DRAl'<INGS AND DIA<SRAMS TO 5UFPLEMENT STANDARD INFORMATION AND TO PROVIDE INFORMATION SPECIFICALLY APPLICABLE TO THE i'<ORK. DELETE INFORMATION NOT APPLICABLE. D. SUPPLEMENT MANUFACT\!RERS' STANDARD DATA TO PROVIDE INFORMATION UNIQUE TO THIS PROJECT. 01005-15, euBSTITUTIONS A. 5U65TIT\!TION5 ARE NOT ALLOl'!ED, EXCEPT AS FOLLOl'<S, I. SUElSTllVTE PR0DUCT5 SHALL NOT ElE ORDERED OR INSTALLED j,IJjTHOUT PRIOR i'!RITTEN ACCEPTANCE. ' 2. ARCHITECT AND/OR Oi'<NER HAS SOLE Rl<!'>HT Of OETERMINATION OF ACCEPTABILIT'l" OF SUBSTITUTIONS. 5. A CONTRAcTOR OR 5UBCONTRACTOR i'!HO CARRIES THE COST OF A 5UB5TIT\!TE IN IT'S SID i'!ITHOUT PRIOR REVIEI'! BY THE ARCHITECT, DOE5 50 AT IT'S Oi'!N RISK. THE Oi'!NER IS NO i'<AY OBLl<!'>ATED TO REVIEW NOR AL.LOI'< THAT A SPECULATIVE 5US5TITUT10N SE FURNl5HED. B. REGIUE5T5 FOR 5U65Tl1VTION5, SUElMIT SEPARATE REQUEST FOR EACH SUSSTITUTION. DOCUMENT EACH REQUEST i'!ITH COMPLETE DATA 5UB5TANTIATING COMPLIANCE Of PROPOSED 5U65TITUTION i'!ITH REGIUIREMENTS OF CONTRACT DOCUMENTS. c. CONTRACTOR REPRESENTATION I. REQUEST FOR SUEl5TIT\!TION CONSTITUTES A REPRESENTATION THAT CONTRACTOR HA5 INVESTl<!'>ATED PROPOSED PRODUCT AND 1-lAS DETERMINED THAT IT 15 EGIUAL. TO OR SUPERIOR IN ALL RE5PECT5 TO SPECIFIED PRODUCT OR THAT THE COST REDUCTION OFFERED 15 AMPLE JUSTIFICATION FOR ACCEPTIN<!'> THE OFFERED 5U65TITUTION. 2. CONTRACTOR V<AIVES CLAIMS FOR ADOITIONAL COSTS RELATED TO SUBSTITUTION i'<HICH MAY LATER ElECOME APPARENT. 01005-16, PROJECT CLOSEOUT A. THE CONTRACTOR 5HALL NOTIFY THE ARCHITECT i'!HEN THE i'!ORK 15 SUElSTANTIALL y COMPLETE. El. i'IITHIN A REASONABLE TIME AFTER RECEIPT OP SUCH NOTICE, THE ARCHITECT i'!ILL MAKE AN INSPECTION TO OETERMINE THE STATUS OF COMPLETION. c. 5HOULD THE ARCHITECT DETERMINE THAT THE i'<ORK 15 NOT SUBSTANTIALLY COMPLETE, ARCHITECT i'!ILL PROMPTLY NOTIFY THE CONTRACTOR, <SIVIN<!'> THE REASONS THEREFORE. CONTRACTOR SHALL REMEDY THE DEFICIENCIES IN THE i'!ORK AND NOTIF'l" THE ARCHITECT AND REGIUEST REINSPECTION OF THE i'!ORK. D. i'!HEN THE ARCHITECT CONCURS THAT THE i'!ORK 15 SU65TANTIALLY COMPLETE, HE/SHE i'!ILL. PREPARE A CERTIFICATE OF SUElSTANTIAL COMPLETIONS, ACCOMPANIED ElY A LIST OF ITEMS TO ElE COMPLETED OR CORRECTED. E. SUElMITTALS REQUIRED FOR PROJECT CLOSEOUT SHALL INCLUDE, I. CERTIFICATE OF OCCUPANC'!". 2. IN ADDITION TO THE i'IARRANT'l" AND <!'>UARANTEE REQUIREMENTS OF THE <!'>ENERAI.. CONDITIONS, PROVIDE ALL OTHER GUARANTEES, ElONDS, AFFIDAVIT5 AND CERTIFICATES REQUIREO THROUGHOUT THE SPECIFICATIONS. s. CONTRACTOR'5 AFFIDAVIT OF PAYMENT OF DESTS AND CLAIMS. 4. CONTRACTOR\3 AFFIDAVIT OF RELEASE OF LIENS. END OF SECTION ·--"'-----~-.. --,.~ AHARONI AN & ASSOCIATES INC. ARCHITECTS 310 George Washington H!ghwoy Suite 100 Smithfield, Rhode Island 0 2 9 7 T 401-232-5010 F 401-232-5080 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITIEN AUTHORIZATION OF THE ARCHITECT. REVISIONS 6 NUMBER REMARKS DATE FOR CONSTRUCTION PROJECT TilLE [ @@Jitdlrtrn~~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND ROAD 55 DAMON NORTHAMPTON, MA 01060 Hampshire County DRAWING TilLE ADMIN. REQ., SCHEDULE OF RESPONSIBILITY, & CODE STUDY DATE PROJ NO MAY 25, 2018 11105.01 DRAWN BY CHECKED BY AL JB DRAWING NUMBER AO.I ' PT-02 POLE 4 CANOPY PROVIDED BY GC1 COORD INSTALLATION l'IITH MANUF SEE NATIONAL ACCTS FOR ORDl:RING INFO I ALL CONDUIT SHALL BE PVC I MENU BOARD I" CONDUIT (LOI'! VOLTAGE) I'll FIJLL STRING FOR ORI?ER CONFIRMATION EQUIPMENT 5" TALL ORANGE- SINTRA LETTERS CLEARANCE: 11'-0" '4B" MAX l'IHITE UNDERSIDE r<I RECESSED L TG PIVOTING CANOPY TOP c----SURFACE OF VEHICLE . ,... FORMED CONCl'!ETE TOF -t------tITral---MIN 4"¢ CONCl'!ETE Fll..1..ED STD i"lf'IGHT STEEL SOLLARI? . ,ti _, (() 1111---I ec-01 joRi ec-0.2 I SEE A5.I FOR FINISH SCHED 4 NATL ACCTS FOR ORDERING INFO PAVEMENT I" PVC CONDUIT FF!OM Gl'!OUND LOOP 4 MENU 6D TO DD OFFICE LOCATION FOR D/r TIMER D/T CANOPY 1!1 SPEAKER TOi"lf'R DD GREEN NOTES I) SITE FROTECTION, MEET MINIMUM STORMl"IATER PROTECTION STANDARI?S, FOLLOl'IING LOCAL BUILDING CODE l'!EQIJll'!EMENTS. CONTRACTOR TO MAINTAIN THE PROTECTION METHODS REQUIRED THROUGHOUT CONSTRUcTION., 2) REGIONAL!.. Y FRIENDLY LANDSCAPING, SPECIFY LOI'! MAINTENANCE, l'!EGIONALL Y FRIENDLY LANDSCAPING SPECIES FOR ALL EXTERIOR LAND5CAPE. 5) EFFICIENT IRRIGATION SYSTEM, INCLUDE IRRIGATION CONTROLLER l'IITH RAINl"IATER SENSOR. • SEE CIVIL DRAl'IIN<SS FROM LANDLORI? FOR ADDITIONAL INFO. CONCl'!ETE FOOTING SIZE 4 CONFl<SURA TION 6Y MANUFACTUl'!ER !------+---SPEAKER CABINl:T CONCRETE CURe Dtr MENU eoARD SEE B/A0.2 (5) I" INCH CONDUITS FOR COMMUNICATIONS 4 DEDICATED CIRCUITS. CONNECT TO INTERCOM SYSTEH LOCATED AT THE: OFFICE: Al'!EA PROVIDE 110/15 AMP DEDICATED CIRCUIT (:2) INDE:PENDE:NT GROUND LOOPS FOR COMMUNICATIONS CONCRETE PAD GC TO PROVIDE FOUNDATION, ANCHOR BOLTS, CAGE, AND ALL RELATED ACCl:SSORIES PRIOR TO INSTALLATION PER MANUF REGUIREHENTS 8 MENU BOARD $ SPEAKER TO~ER DETAIL AO .2 NOT TO SCALE 1 BOLLARD DETAIL A0.2 SCALE, 1/.2" = l'-O" CLEARANCE: 11 '-0" I ,.. ASPHALT, PAYl:i"IENT \ CONC PAD TO 61: FLUSH r;/ PAVEHENT CONC PAD MIN 4000 PSI r,/ 114 eARS l!I 12" OC EACH l'IAY i PT-02 l POLI: 4 CANOPY PROVIDED BY GC; COOR!? INSTALLATION l'IITH MANUF. see NATIONAL ACCTS FOR ORI?ERING INFO _J ,.:::; )":t':L .:_ l....__ ______ _,.._ --GC TO PROVIDE FOUNDATION, ANCHOR BOLTS, CAGE:, AND ALL. REL.A TED ACCl:5SORIES PRIOR TO INSTALLATION PER MANUF REGUIREMl:NTS 12" GRANULAR FILL. SECTION@ CONG FAD SC.ALE:, S/4" = 1 '-0" SPEAKER TOi"ll"R 4 MENU CONFIRMATION eoARD -SEE 5/A0 . .2 CONC FILLED STEEL BOLLARD SEE 1/A0 . .2 1B"x54' GROUND LOOP VEHICLE DETECTOR SEE SITE PLAN FOR ACTUAL LOCATIONS MENU BOARD LOCATION SCALE:, 1/4" = I' l"l'xlO'x<:>' THICK CONC PAD l!I GROUND LOOPS -SE:E 5/A0.2 TOP OF SLAB SHALL ee FLUSH l'IITH PAVEHENT LOADING ZONE -N • "ARROl'I" TP-01 CONC FILLED STEEL BOLLARD -TYP 51::E 1/A0 . .2 lxx-xxl FINISH MATERIAL SCHEDULE -TRAFFIC. STRIPING PAINT CODE MAT!:RIAL TF-01 PAINT TF-0.2 PAINT TF-05 PAINT TF-04 PAINT TF-05 PAINT MANUFACTURER PRODUCT NUMBER SHERl'IIN l'IILLIAMS PRO PARK -- SHERl'IIN l'IILLIAMS FRO PARK SHERl'IIN l'IILLIAMS PRO PARK SHERl'IIN l'IILLIAMS PRO PARK SHERl'IIN l'IILLIAMS Pl'!O PARK SG-2 FAINT TEMPLATE FOR GRAPHIC AVAILABLE THROUGH DGS (SEE NATL. ACCOUNTS); "ARROl'l"iTF·OI IViHITE. TYPICAL TRAFFIC ARROV'l SG•.2 PAINT TEHPLATE FOR GRAPHIC AVAILABLE THROUGH D<SS (see NATL. ACCOUNTS); "ARROl'I " rrP-04! ORANGE DESC.RIPTION/REMARK5 "~HITE" 6"111'1D.2454 "6LUE11 6"11LD.20.22 "YELLOl'I" B"11YD2461 00AANGE11 CUSTOM MIX eq-ryD.24<:>1 CCE• COLORANT oz 5.2 e,4 l.2B 1'11-l'IHITE --6 I -R4-Nl:Vi RED 4 55 I --Y5-DEl:F GOLD --oe, --I 11PINK11 CUSTOM MIX 6"11RD.20l.2 ccE• coLoRANT oz 5.2 e,4 1.2e, 1'11-l'IHITE e, ------ Ll-6LUE --e, ---- SG-.2 PAINT TEMPLATE FOR GRAPHIC AVAILABLE THROUGH DGS (SEE NATL. ACCOUNTS); "DRIVE THRU" iTF-04) ORANGE; 11ARR0~11 ITP-04j ORANGE DRIV THIU TRAFFIC ARROV'l AT DRIYE-THRU LANE c,J,RAPHIC TO DIRECT TRAFFIC TO DRIYE-THRU ENTRANCE 4 PARKING DIRECTION FAINT PATTERNS A0.2 NOT TO SCALE: SITE SIGN SCHEDULE QTY LOCATION OVERALL DIMENSIONS LETTERS AREA 5 Dll'!ECTIONAL SIGN 2'-10 J/2 11L X 41-1onH )( 411D 4 5/e," H 2.15 SF TF-01 / B '. LIMIT BAR DETAIL "ARRO~' TP-04_;4-!tJ ( _Jl] [:]l [I lb(l 1 IJ OJ ~ 0 N 0 z (f) w I-<I'. 0 0 (f) (f) <I'. <18 z <I'. z 0 0::: <I'. I <I'. © '-!'0.2) SC.ALE, 1/4" = 1'-0" DIRECTIONAL SIGN NOTES I) SEE DUNKIN' BRANDS ViEBSITE: FOR COMPL.E:TE INFORi"IATION AND DETAILS. 2) AREA OF SIGN = 2.15 SF. 5/ LIGHTING = INTERNAl..l.. Y ILLUHINATED. VERIFY l'IITH TOViN CODI: .; PROVIDE NON-INTERNAL. ILLUHINATED 51GN5 AS REGlD. 4 lf-.....---- 4 lf-_L._ __ _ 4) LOCATE DIRECTIONAL 51GN5 PER SITE PLAN. VERIFY FINAL l..OCATIONS I'll Ol'INER 4 DUNKIN' DONUTS Ci"! PRIOR TO ORDl:R.ING. DIRECTIONAL Slc,J,N FACES 4 lf----- RUN EL.ECT CONDUIT TO BL.DG Yl:RIFY SIZE: r<I HANUF GC TO PROVIDE FOUNDATION, ....L..l-,.. EL.E:C STUB-UP, ANCHOR SOL T5, CAGE AND ALL RELATED ACCESSORIE:5 FRIOR TO INSTALLATION PE:R MANUF l'!EGUIREME:NTS 4" tt ,. 51DE YIEV'l .2'-10~" ' --.._ -.._ ...-...._ ...-/-.._ / -.._ -...- 2'·<:>!" . <:l T it I PT•0:2 I / STEEL POST~ COMPONENT ' .. .; -.. . . .. .. .. .. ... .. . .. ; .. .. FRONT VIEV'l .2 DIRECTIONAL SIGN DETAILS A0.2 SCALe, 1/4" = l'•O" t ...-• T ~ -.._ ~ rn 4 d01S d01S "SEE YOU SOON" DIRECTIONAL SIGN SEE 2/A0.2 IMtfJJ~ • -SEE SITE DRAl'IINGS FOR PYLON SIGN LOCATION SE:!: 4/A:3.I FOR DETAIL "Viel.COME 6ACK" DIRECTIONAL. SIGN see 2/Ao . .2 lt "ARROV'I' TF•OI SITE Pl.AN 15 FOR 5CHEHATIC FIJRPOSES ONL.Y. COORDINATE LOCATIONS IN Fll:LD l'IITH FRANCHISEE AND DD CONSTRUCTION i"IANAGER \ '\'.. ' ' ' HENU BOARD 4 SPEAKER ''DRIVE: THRU11 DIRECTIONAL SIGN 5EE .2/A0..2 LIMIT 6AR 5/A0 . .2 ~11ARR0~11 TP-04 s RAPHIC AVAILABL.E THROUGH DGS (SEE NATL ACCOUNTS); ~"ARROVi" TF-01 "A RICA RUNS ON DUNKIN" TF•04; STARTING LINE TP-01, 'START" TF•OS; I: ASPHALT VIA PRESSURE PAINTING THE: GRAPHIC lct 1xl01x6u THICK CONC PAD @ GROUND LOOPS -SEE 5/A0.2 TOP OF SLAB SHAL.l.. BE FLUSH l'IITH PAVEMENT PAINT TEMPLATE FOR GRAPHIC AVAIL. THROUGH DGS (SEE NATL ACCOUNTS!, 11ARROV•f1 TP-01. H 4 e, CONC, STAIN, SOL.ID COL.OR l"IATER BASE (\JLTRADE:E:P), TYP ALL, COORD. FINAL L.OCATIONS r;/ SITE PLAN ......_ _/ ,-;"'-ce,_AL_~-~-,~-.. ~-;-.~-!.C_S_IT_E_F_L_A_N ___ _.,~ N Pl.AN ··---·-,--______:....;. AHARONIAN & ASSOCIATES INC. ARCHITECTS 310 George Washington Highway Suite 100 Smithfield, Rhode Island 0 2 9 7 T 401-232-5010 F 401-232-5060 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERV1CE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITIEN AUTHORIZATION OF THE ARCHITECT. REVISIONS 6. NUMBER REMARKS DATE FOR CONSTRUCTION PROJECT TITLE .._[ ~dr~nk~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON NORTHAMPTON, ROAD MA 01060 Hampshire County DRA\\ING TITLE SCHEMATIC SITE PLAN, SCHEDULES & DETAILS DATE PROJ NO MAY 25, 2018 11105.0I DRAWN BY CHECKED BY SMC JB DRA\\ING NUMBER A0.2 ·• .. . ... .. CX) ~ 0 N u z (/) w I-<( () 0 (/) (/) <( oil z " <( z 0 fr'. <( ::r: <( © • ·-'.J ,., l' . ;; ' ·, . . ,. ";;' F-1 ' -'!<--;,,F,c--2,;;;:~ ~~·------'-'-~ ~ . @-\ .-'k-----+---.. )- 3k----l----lrl--1---,- 4'-511 I" 4" ,r: I I I S'-2" .,f .f .f .. •.. . . ' .... . . #,----ELECTRICAL -'!.----------------.'I UNDER SLAEl CONDUIT PLUMSINcS FIXTURE KEY LEcSEND ' SEE Fl.I FOR FLUMEllNG SPECIFICATIONS -G-SLAEl PENETRATION ' @ FLQOB SINK @) FLOOR PBAIN NOTES @ HAND SINK (8) HAND SINK I) LAYOUT DIMEHSIONS INDICATED ON THIS DRAY'llNG ARE INTENDED TO SE UTIL .. IZED FOR GUIDELINE PURPOSES ONLY. REFER TO MANUFACTURER'S INSTALLATION GUIDELINES FOR INSTALLATION TOLERANCES REGIUIRED FOR SPECIFIC PLUMBING FIXTURES AND ACCESSORIES @ MQPSINK 2) FLUMElER'S Y'lORK TO END 10' FROM THE BUILDING ALL CONNECTIONS TO SITE UTIL11Y FIFING SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR. 5) SEE Fl.I FOR PLUMBING PRODUCT SPECIFICATIONS. <§) ®) riAIE8 HEATER. 4) ALL DIMENSIONS ARE FROM FACE OF STUD/FOUNDATION TO CENTERLINE OF PENETRATION UNLESS NOTED OTHE~ISE. GREASE REMOVAL S)'.S'TEM @ !! BAY SINK (B) LAVATORY <§) TOILET @ URINAL ' I • ' •.· .,, .• . .. . . ... . •' .. ' .. . -~ ' ( CONDUIT THROUGH FOUNDATION Y'lALL FOR Y'lATER ENTRY, FINAL LOCATION TElD IN FIELD • 11•· • ' ! ' . ~-. '• . . " 11 II II I /(/ Y'lATER SUFFL Y _,[_ ____________ _c____ ___ P_-_2 ' .. I UNDER SLAB CONDUIT ~ .... .. 4'-0H 1;r11 2 1-lli11 1t1-6!i\. 21-6!11 I 121-ll!ia t @\I ., JIii ~·1 . F-1 --------=---l.l<,I -'le----~c---1---J>-II--- -- f\,·"<----------(Rhl_ ~· ·FINAL LOCATION TBD '=c -=--l(> IN FIELD. COORD. I'll i--'k-------------+------1----.. MANUF. REG!. Q Y'lA TER METER FENETRA TION, _, FINAL LOCATION TBD IN FIELD @/"" -'k------------~------ 9 r@ ~ • N-'k-------6----9 ~ ~ 9 st' &1 ----?-.{-·---"---'+-----~- 7k9- () C§-11 :r N . :, ~ ~----'k ( · .. .. ; .. , • :r <{) -,1<-_,2,;,'-::,l='O-" -,/<'lc,'-3e..',l<--'2::..'_;-b:.:a,:_"+-5-'-:...2i:,:,'_' -,j'--'2,,_'_,-Sc_"-,j'_,2,,_'...,-Sc_' J, ___ f>_'-_2_:~c.."_';!('-<!• !-j--,1~-----''lc.'-><t,-" -----1,1':I ~ 1 ....... ~) PLAN . -... t\ ~/~ : . ' ' .. AHARONI AN & ASSOCIATES INC. ARCHITECTS 310 George Woehlngton Highway Suite 100 Smithfield, Rhode Island 0 2 9 1 7 T 401-232-5010 F 401-232-5080 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE ANO SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES QR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT. REVISIONS 6 NUMBER REMARKS DATE ,,,,:r~"'.:~~~~ -" .-" _w '1 ,--.;.,-. ;(,ff;.;: ~~.,.o A,,c,.,1l·'"::(. -~'H ,..~~7i .~ ' , • .t'.,:;o ,,, ;> '~ .i '4· .. 1•1 c,.· Ji,t 5;; ~ { (, . : ( ---V) )f {' ci Ha. J5 I ~-&! 1_ (;; \ \ Cli ·:;)P'-' 1/-:i,, " ,., ' ,..., ~ ,, ,;,. \ I' v,;vi / ·" '. ~\,. ,:i. ry / t.r t#-,, ..... ; .-; '----;>i}'f '"-:-, "i1_ N o-:: t:,,--~ ·"·" . ¥;4f/' ~{. -..,,.,;,:·-· -~- J FOR CONSTRUCTION PROJECT TITLE = ~-ti !~"rt© .,.,{, ·'· ;,;·,. '·; ·;,-d'' ''[)11 ,, I' m'l[~ )iii ', 1' ',:t,, I\ t/' I' I 11~· ,:, "'U~'i'j 11ti,. J·,1:"'.\1r~ -1:i,:nvl ; .Jf, h, ,1,, ·'::'· ----.,ii ' -[~drirnrk~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON ROAD NORTHAMPTON, MA 01060 Hampshire County DRA\\1NG TITLE SLAB PENETRATION PLAN DATE PROJ NO MAY 25, 2018 11105.01 DRAWN BY CHECKED BY 5MC JB DRA\\1NG NUMBER A I .0 co ~ 0 N 0 z (/) ~ 0 0 12 <( ~ z <( z 0 a::: <( I <( g L8'l;1 SIDe MLL CONSTR fl EfREf 2x~0D 1/2" CDX FL Yi'IOOD SHEA 2x4 STUDS@ TRIM THINi,, 1611 oc. I I >< IX >< ~~ -·-· .. --.. ---·--·· WAO O • "' . ·-- W.U. TILE (SEE Ab.2) 1/2 II CDX PLYJ,',IOOD SHEATHING :2x4 S11JDS @ 161' OC. . -, X . ~ 9 1-011 R.O. 6'-011 ··-·--- ./4\ ~ X IX >< >< ... ~ . 9 - ' DD GBl;EN NOTES I) INDOOR AIR GIUALITY MANAG<EMENT, DURIN5 CONSTRUCTION THE USE OF SMOKING</TOE'lACCO PRODUCTS THAT POLLUTE THE AIR INSIDE THE BUILDIN5 SHALL ElE FROHIEllTED. IF THE HVAC SYSTEMS ARE USED DURING< CONSTRUCTION ACTIVITIES TEMPORARY FILTRATION SHALL ElE USED ON ALL RETURN AIR INTAKES AND FILTERS INSIDE THE UNIT SHALL ElE REPLACED PRIOR TO ElUILDING< TIJRNOVER. CONSTRUCTION ACTIVITIES THAT PRODUCE DUST SHALL TAKE PLACE PRIOR TO HVAC USE AND EVERY EFFORT SHALL BE MADE TO DIRECT THESE ACTIVITIES TO THE OUTDOORS. MATERIALS THAT ARE ABSORPTIVE @ CORNER Y'lALL CONSTR TILE Y'lALL FINISH (SEE INTERIOR ELEVS) ALUM EDG<E TRIM SCHLUTER "JOLI. Y" @ J/'lALL 2 ED6'E TRIM DTL Al.I SC,AJ.e;, 6" = l'-0" Q KEYED PLAN NOTES GENERAL NOTES I) THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSPECTIONS NECESSARY TO INSURE ISSUANCE OF AN OCCUPANCY CERTIFICATE UPON COMPLETION OF THE i'IORK. 2) THE CONTRACTOR SHALL MAINTAIN ALL INSURANCE REGl'D BY THE OY'lNER AND/OR i,,OVERNMENTAL AUTHORITIES AND SHALL PROVIDE PROOF OF SUCH INSURANCE AS REGUIRED. B) ALL i'IORK SHALL BE IN STRICT ACCORDANCE i'IITH ALL APPLICABLE CODES, CITY OF NORTHAMPTON, MASSACHUSETTS REGIUIREMENTS AND AS PUT FORTH IN THESE CONSTRUCTION DOCUMENTS. Y'lHERE CONFLICTS OCCUR, THE MOST STRINi,,ENT REGIUIREMENTS SHALL ElE MET. 4 FIREPLACE JAMB DETAIL -1-r- SHALL NOT BE ElROUG<HT ON-SITE UNTIL THE ElUILDING< 15 SUFFICIENTLY DRIED IN AND SHALL BE ELEVATED FROM THE G<ROUND AND COVERED Y'lHILE STORED ON-SITE. ALL INDOOR AIR QUALITY MANAGEMENT POLICIES SHALL BE PHOTOGRAPHED AT 25%, 50% 4 15% PROJECT COMPLETION TO CONFIRM MEASURES i'IERE FOLLOl'IED. 0 MILLY'<ORK 4 EGIUIPMENT PROVIDED BY OTHERS. SEE Kl.I 4 Kl.2 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING< ALL i'IORK DURING< CONSTRUCTION. Al.I EXTERIOR J/'lALL SUBSTRATES PER ROOM PINING ROOM, VESTIBULE, ALCOVE 4 SALES ARl;AS 5/B" G<YF BD -SEE G<ENERAL NOTE #<I BACK RQOM, SERVICE Al<EA OFFIGE 4 UJILID'. AAEAS 5/B" DUROCK CEMENT ElOARD FROM FLR TO B'-0" AF ,I 5/B" FL YY<IOOD FROM 5'-0" AF ,I ABV PARTITION TI PES IN I ERIQB ~bb IN5Ul.oJ:1'2tl ! EIBI; 12bQ~I~~ • ALL INTERIOR PARTITIONS ARE TO BE INSULATED USING UNFACl:D BATT INSULATION. REFER TO PARTITION TYPE KEYS THROUGHOUT FLANS. • UNFACl:D BATT INSULATION ALSO ACTS A5 FIRE BLOC.KING i'IITHIN THE STUD l'IAI.LS1 9ECURE INSULATION l'IITHIN STUD 5FACIN\7. • ElATT INSULATION SHALL FILL THE ENTIRE DEFTI-t OF l'IALL CAVITY. FACK Tl<!IHTL Y AROUND PIPING OR CONDUIT Y'llTHIN i'IALL CAVITY. • EXTEND INSULATION 1:2" ABOVE GEILIN<!I LINE. NOTES, I) i'IALL SUB9TRATE9 ARE AS FOLLOY'lS, RESTROOl-19, 5/e," DUROCK CEMENT BOARD FOR FULL IAIALL TILE SERVICE AREA, OFFICE: 4 BACK ROOH, 5/8" DUROCK CEMENT BOARD FROM FLOOR TO 4 1-011 AF & 5/B" PL Yi'IOOD FROM 4'•0" AF 4 AElOVE ALCOVE, SALES AREA, DININi,, ROOM 4 VESTIElULE, 5/8" GYP BOARD 2) ALL i'IOOD IN CONTACT v;/ CONCRETE SHALL ElE PRESERVATIVE PRESSURJ: TREATED. " ~" It 1 ' 1 ' ·' ' '· .. . A " •. I "·· • '• 5/B" 5Ul3STRATE EACH SIDE .. >< 2x4 STUDS @ Jt,11 OC. ,· .. -~f SEE 12/Ab.2 FOR SUPPORT . . ··: ... ' . V .. ~-4~" i· ' ' . >-< ... . . . . 6 ,. '-.• ·, 5/B" 5UBSTRATE EACH SIDE ', >< 2x4 STUDS @ I~' OC < SOUND ATTENUATION BATT INSJL .. . ~ • ~ I .· SE!CURE TO STRUCT AElOVE AS REQD FOR PROPER SUPPORT ···~· ·, -· ,.;,_ -' + 4" i· ' ~ .. C, • • . 5/8" SU65TRATE >< 2x4 STUDS @ lb" OC SOUND ATTENUATION ElATT INSUL ~:. SECURE TO STRUCT ABOVE AS REGD FOR PROPER 5UPPORT ' l ~ . ,-Ir. _ SJSP GEIi.iNG SYS o=;,c>!i=~I -V--a. = 101-0" AF 5U5P CEILINc. SY:'> -SEE Al.El i'IALL TILE (SEE A& .2) 1/2" CDX FLYl'IOOD SHEATHINc. 2X4 STUDS GI /611 OC,, 2x4 -COORD RO HEIGHT "/ FIREPLACE MANUF -r-, I I I FIREPLACE BEYOND (TYF)---~J\1;:,,& SOLID SJRF-'iCE TO MATCH MILLl'IORK GOUNTERTOP FOR FIREPLACE HEARTH (SEE Ab.I) FLOOR FINISH 4 i'IALL ElASE: -:'>EE Al.2 VI IV ~~~~~~5~1 ..,_W,.Al~~-:,,-l/~l~'--~-- 2X BLOC.KING AS REG'D s SECTION @ FIREPLACE , Al.I., SCAJ.e, 6/4" = 1'-0" - 2) RECYCLED MATERIAL USE, UTILIZE ALL PROTOTYPICAL ElUILDING MATERIALS, i'IHICH HAVE ElEEN SELECTED TO INCLUDE HIG<H RECYCLED CONTENT. 5) CONSTRUcTION IAIASTE RECYCLIN$, DURING CONSTRUCTION ALL CONSTRUCTION-RELATED RECYCLABLE Y'lASTE SHOULD BE RECYCLED/ RE-USED OR OTHERY'llSE DIVERTED FROM A LANDFILL, ALL CONCRETE, HETAL 4 PLASTIC THAT MEETS LOCAL RECYCLIN5 STANDARDS SHOULD ElE RECYCLED AT MINIMUH 4 Y'lHERE LOCAL MUNICIPALITIES OR VENDORS OFFER COMMIN5LED RECYCLING OPPORTUNITIES TO HELF ACHIEVE OVER 50% CONSTRUCTION Y'lASTE DIVERSION RATE FROM LANDFILL, FRANCHISEE SHOULD PURSUE. 4) SOLAR SHADE USE, ElUILDING UTILIZES SOLAR SIDES OR i'IINDOl'I TINT @ ALL i'IINDOY'lS UNO TO IMPROVE COMFORT o REDUCE SOLAR HEAT GAIN. 5) TOBACCO SMOKE CONTROL, TOBACCO USE TO BE PROHIBITED INSIDE, i'IITHIN 25 FEET OF THE ElUILDINc. ENTRANCES 4 OUTSIDE ALL AIR INTAKES. b) FRANCHISEE TO COMPLY Y'l/ COHMUNITY OUTREACH DD c.REEN REGIUIREMENTS. /2\ fl\ LIN!; OF CANOPY , ' A4,I J 5 ABOVE '\ '-7 "I::."? , ~ - - - -JFb F11 - - - - --, r.:;\ MILLl"<ORK SUPPLIER SHALL PROVIDE ACCESS FOR \:::./ UTILITIES I CLEANING AT ALL FRONT LINE MILLl'IORK. r;;\ PROVIDE TYPE ABC FIRE EXTINGUISHERS, MOUNTED AT \:..I 4'•0" AF FROM TOP BY c.c, COORDINATE ALL FINAL LOCATIONS 4 GIUANTITY i'IITH LOCAL FIRE DEFT. r;\ EXTENT OF CHAIR RAIL INDICATED BY ----- --'C./ SEE 14/Ab.2. r;;:,_ HANDICAP ACCESSIElLE TAElLES 4 COUNTERS SHALL ElE \::./ MAX 64" AF. © PROVIDE CLEAR ANODIZED ALUM EDGE TRIM (SCHl-UTER "JOLLY") FOR FULL HEIGHT OF IAIALL @ EXTERNAL CORNERS 4 ALL LOCATION:'> i'IHERE TILE END:'>. 0 PROVIDE 2"x2"xe,'-2" L$ ElRUSHED ALUM CORNER GUARDS. © i'IALL SUBSTRATE TRANSITION -SEE "PARTITION TYPES". © PROVIDE PHIFER, INC SHEERY'lEAVE #26~0 MYLAR. SHADES @ i"<INDOffi AS INDICATED. COLOR, BRONZI; / ElRONZE Q. COORD FIREPLACE R.O. I'll MANUF 9PEC 4 Oi"<NER PRIOR ~ TO FRAMING R.O. 17':'.. DIMPLEX PRISM SERIE:'> 54" i'IALL•MOUNTED ELECTRIC \:;J FIREPLACE, MODEL # BLF6451. COORD I'll OY<INER PRIOR TO ORDERING. 5) THE DRAl'IING<S MAY NOT ElE TO SCALE. SEE PLANS AND DETAILS FOR DIMENSIONS. b) ALL EXTERIOR DIMENSIONS 5HOY'lN ARE TO THE FACE OF FRAMING<. ALL INTERIOR DIMENSIONS SHOY'lN ARE TO THE FACE OF IAIALL, i) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE COMMENCING< CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE AROIITECT ElEFORE PROCEEDING<. e,) THE CONTRACTOR SHALL ANCHOR IAIALL MOUNTED EGIUIPMENT AND ACCESSORIES TO EXISTING< Y'lALLS AS REGID FOR PROPER SUPPORT. ~) LEVEL OF G<YP ElD FINISH PER MATERIAL, UNDER Y'lALL COVERING<, 4 UNDER PAINT, S lo) NOTHINi,, IN THE SPECIFICATIONS OR DRAY'llNi,,S SHALL BE CONSTRUED TO ALLOY'l i'IORK NOT IN ACCORDANCE Y'llTH THE 'CODE' REGIUIREMENTS. i'IHEN REGUIREMENTS SHOY'lN OR SPECIFIED ARE LESS THAN THOSE DICTATED IN THE CODE, THE CONTRACTOR SHALL FURNISH AND/OR INSTALL THE LARG<ER SIZE OR HIG<HER STANDARD Y'llTHOUT EXTRA COST TO THE OY'lNER. II) "PROVIDE' SHALL MEAN TO "SUPPLY 4 INSTALL". Hlc.H(';\ '-o' 4'-o!" RO 22'-I" 11 I ~'-6' I ,,.--....,1 65'-la" oPP~5_:!) -,f---'->f--~--,1~----------------------:-L::0::Y'l1;t--,~A5:-::-:.1-l=,-t,,r--1---;;M;;;o;;:N;;;ao;;-L~1THmFeiRA..:;m1hiNG;.;:----,i't-,~;=/-,Mr.:c 1 2 1.,....\ \-:-L::o::-Y<l:-o=P=P=-------------.:cc. ~-~--------------------·-_.,1,.. LOI'<('!\ l;I ! GI 1, 4'-0~" RO EGI .! ~\-~AS=J~/1,~,-~ 12 -~ '-..:.7 •• _ .......... HIGH\ AS.I j , -. _. , ~AS.lj~G~ OFF "La...~ ~91WOPP IGH ~ ELECT SERVICE Vi \AS.I :'>IM/OFP -,I METEt<'.~ ,-.OY<I -'k----'k----Lr. .llrf l I ' . --~ ~ -------------~ LINE OF 50FFIT I ~ I . ~I J t::.:T I 'l' I b I --0 A: /'\ --,-,-+-fll-l--;I' di~I / \ -'i<--,-1/!Jµ::: ~~ / p A I oXe) (B \1 I --11--c-,--,-!'---li~ \A4.2/i ~ ....___,, . I I i'-51 " SIM I 2 I ~ I J~: !:l I I I I I I I I I q) I I~ EG , I '" r --~ KNEE:Y'lALL BELOl'I • 0_ I r------, ~ .! I I I I I I, -- I I\ 'I '-e3/SIM 0 0 SERVICE AREA SALES AREA 1e1-011 ~ 08 0- .. I 12 I I r,..A6.2 - DINING ROOM r-----.., I I n "' ~ir ~ I ~-+~•O. I II 12~ 15 r--- 1 I I 0 r LINE OF EXHAU9T HOOD ABOVE 21,_2!• \AS.l/05,1} ·:s~ HIGH vv 6ACK ROOM ,--, I I I I I I LINE OF E:XHAUST HOOD AElOVE I 1. I I I I I I N : L ____ J LINE OF In I ~\) ___ t ELEC. _ PANELS ' i' ~ t 1102 €] -_, (() la1i;H . . . i I I F~~:'=~~9 ~ J ~-' XXl>~~El r 50FFIT~ ~.I';" J/'lALK-IN ( UP ' '-.. COOLER l,i/ I j !'-0 ---- ""--DESK BY ~.G. - SEE q410/A6.2 SIM 1; I I I I I I I J/'lALK-IN FREEZER I I I I II :I :1 :I :1 :1 II I II I i! 1! I' ii I ~ PLAN AHARONIAN & ASSOCIATES INC. ARCHITECTS 310 George Washington Highway Suite iOO Smithfield, Rhode Island 0 2 9 7 T 401-232-5010 F 401-232-5080 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED. IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITIEN AUTHORIZATION OF THE ARCHITECT. REVISIONS £::, NUMBER REMARKS DATE FOR CONSTRUCTION PROJECT 1111.£ [~drin~~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON NORTHAMPTON, ROAD MA 01060 Hampshire County DRAWING TITLE FLOOR PLAN & DETAILS DATE PROJ NO , MAY 25, 201e, 11105.0I DRAWN BY CHECKED BY SMC J6 DRAWING NUMBER Al.I = QJ ~ 0 (',j (.) z ~ <( (.) 0 (1) (1) <( o"cl z <( z 0 fr'. <( :r: <( © KNEEJ.'IALL ElY MILLl"!ORK SIJPPLIER I xx-xx I FLOOi;t FINISH SCHEDULE -Fi;tESH Bi;!.Ell'I "CAPPUCCINO BLEND" IMA6E VERIFY DIMENSION~ "-..._ 1'1/ Ml LLl"!ORK D1"!6S V c.;: SALES SIDE ~ TILE ElASE TILE COVE BASE SCHLUTER STRIP GAP CIJT FLOOR TILE -.<ls--r SC SB TILE COVE BASE COVE SASE SERVICE SIDE SA 3A ALT TILE BASE DETAILS Al.2 SCALE, NOT TO ec.ALE: 2 l'lHEN INSTALLIN<!> THE FLANK TILE IN A STAGGERE;D PATTERN, THE STAG<SER SHOULD EGUAL ,\ THE TILE LENGTH. STAGGERING THE TILE ANY MORE THAN ,I THE DISTANCE COULD RESULT IN UNE:VEN JOINT5. __,. ' .:,. ,I TILE I ENGTH MJ,>,X • T'r"P TILE STAGGER DETAIL Al.2 SCALE, NOT TO SCALI: CODE MATERIAL FC.·06 PORCELAIN TILE FC•OSA PORCELAIN TILE FC-04 PORCELAIN FLANK TILE FC-05 GUARRY TILE G•OI GROUT J1'16-0I CERAMIC TILE Jl'l6-0I TILE COVE BASE ALT J/'16,-02 TILE COVE BASE FLOOR FINISH !SCHEDULE NOTES I) THIS INSTALLATION SHALL BE CONSTRUCTED IN ACCORDANCE l'IITH THE FRESH BRE;l'I • CAPPUCCINO BLEND IMAGE 2) CONSULT FRANCHISEE FOR FINISHES l'IITH AL TERNA TES MANUFAC"T1JRER PRODUCT NO DALTILE SAN MIC.HELE S162 'MOKA' CROSS CUT DALTILE SAN MICHELE SIS2 11MOKA11 CR05S CUT DALTILE SADDLE BROOK SDl5 11J."'Vl,LNUT C.~l:K11 DALTILE GUARRY TILE OT08661P 115AHAAA SAND11 ···-C.U5TOM BUILDING PRODUCTS #52 "TOBACCO BROl'IN" DALTILE DALTILE DALTILE LE6END [II 0 VERANDA PORCELAIN F540 115ADDLE 5TD11 -"-- VERANDA PORCELAIN F540 "SADDLE STD" GUARRY TILE GS565 115AHARA SAND11 FLOOR FINISH MATERIAL l'IALL BASE MATERIAL l'IALL BA5E FLOOR DRAIN FLOOR SINK FLOOR CLEAN OUT DESCRIPTION / RE;MARK5 IB0X!B11 12"Xl2"; USE IN Rl;STROOMS 4 AS ALT TO FC-6 ON UNEVEN FLOORS 6 "X56 "1 USE vs/ G-01 SEE 2/Al.2 FOR STAG<SER PATTERN . b11x1;;u U$E ~/ Al.L FLOOR. FINISH. PROVIDE "ST AINBLOCKER. FOR GROUr ADMIXT\JRS PER MANUF SPEC.'5 CUT 15><16 FLOOR TILE r;/ BRU5HED NICKEL ___ SCHLUTER STRIP CAP JOLLY • ANl<SB. STRIP NOT USED @ MILLl'lORK BASE 6"XIS" COVE BASE (OPTIONAL UPGRADE) ORDER #F540SS6E'!TIF2 "'""' 5 11X611 GOVE 6A5E Q KEYED PLAN NOTES 0 TILE l"<ORK POINT r.:;\ TILE TRANSITION TO OCCUR AT THE \::./ BACK OF THE MILLl'IORK KNEE l"IALL l"<HERE; POSSIBLE • TYF ;;;'\ NO TILE @ MOP SINK 4 l"IALK-IN BOX \:::.I LOCATIONS. l)·~~ BS ~'>l-'-l--l-1-1·-l-l T I I "' : I : • I -:-" : ---:-··· .. · ' -~ _ ,_ H-1-++H-t-H-t-H-t-+-t-~ 1------1-!!""' . 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'. ...... ~ l I 1 I I I -]ffl ···.--· I I I ~~ .. -=: r I I ll'IALK-IN FREEZER , __ FLOOR FINISH PLAN SCALI:, 1/4" = l'-0" AHARONI AN & ASSOCIATES INC. ARCHITECTS 310 George Washington Highway Suite 100 Smtthfleld, Rhode Island 0 2 9 7 T 401-232-5010 F +01-232-50BO WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITIEN AUTHORIZATION OF THE ARCHITECT. REVISIONS 6 NUMBER REMARKS DATE FOR NSTRUCTION PROJECT TITLE [ @@ifdr~nk~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND ROAD 55 DAMON NORTHAMPTON, MA 01060 Hampshire County DRAWING TITLE FLOOR FINISH PLAN, SCHEDULE & DTLS DATE PROJ NO MAY 25, 2018 11105.01 DRAWN BY 5MC- DRAWING NUMBER CHECKED BY Al.2 JB = 00 ~ 0 N 0 z (/) r:=! <( 0 0 (/) (/) <( cl;:l z <( z 0 0::: <( I <( © REFLECTED CEILING PLAN LEGEND lfZJ (D 0 2x4 Cl:ILIN5 GRID 2x2 CEILING GRID GYP BD RETURN AIR GRILLE EXHAUST HOOD DUCT 2x4 LAY-IN LED LIGHT FIXTURE :2x2 LAY-IN LED LIGHT FIXTURE HOOD LIGHT TRACK LIGHT LED RECE55ED Ll5HT FIXTURE PRE EN51NEERED i-'IOOD ROOF TRU55E5 ++ ++ CONNECT STUD TRACK TO SOTTOM CORD- OF PRE-ENGINEERED i-'IOOD ROOF TRU55 PROVIDE (2) 12-14 BUILDEX 5CREl-'l5 (OR EGIUAL) @ lb" oc :2X4 i-'IOOD STUD ElRIDGIN5 ® lb" OC. 2X4 l-'IOOD STUD ® lb" O.C. 4 SOFFIT CONNECTION DETAIL Al.9 SCALE:, I"= l'-O" PRE ENGINEERED i-'IOOD ROOF TRUSSES CONNE:CT 5TUD TO BOTTOM CORD OF PRE-ENGINEERED l>'IOOD ROOF TRUSS PROVIDE (2) 12-14 BUILDEX 5CREl>'l5 (OR laGIUAW @ laAGH TRIJBB 9 s;eux.205A Mn. STUD @ lb" O.C.. 9 SOFFIT CONNECTION DETAIL AI .. S 5CAJ..E:, I"= 1'-0" /+ SECURE TO EXIST ROOF STRUCTURE ABOVE SEE 9/Al.9 + + :2x4 DIAG ElRACIN5 @ lb"OC 5U5P CEILING SYS 4--d, +/ :, ~ - =:±:::,;j;;,,tj• SU5P CEILIN5 5'!'~ 5/e" GYPSUM BOARD-· -·------1,k. EL = I0'-0" AF \.f'- ON EACH SIDE OF , :2x4 5TUD5 @ lb" OC (2) :2x4 Pl.A TE 1.J1 BEAD ALIGN GYP BD y;/ l>'IALK-IN ElOX ElELOl-'I FIN SOFFIT = __ TOP l>'IALK-IN BOX--"ID__ EL • 1'-1" AF -..._,- 2 COOLER Y'4ALL 50FFIT DETAIL Al.9 SCALE:, I" = l'-0" ao [BJ ® ® PENDANT Ll5HT l>'IALL PACK l>'IALL SPOT LIGHT FIXTURE i-'IALL SCONCE LIGHT FIXTURE l>'IALL-MTD OCCUPANCY SENSOR SMOKE DETECTOR SMOKE DETECTOR i-'IALL MTD EMER5 LIGHT PD GREEN NOTES I) ZERO voe PAINT, SECURE STUD FRAMIN5 TO STRUCTURE AEOVE, SEE 944/Al.9 r------, ALL INTERIOR i-'IALL PAINTS TO ElE ZERO voe. + /' + 5U5P ACOUSTICAL CEILING SYS . ~ 2x4 DIA50NAL ElRACIN5 @ 16" OC +-J;!,I<----5/e" GYPSUM BOARD ON 5/4" PL Yi"ID SHEATHING ON 2X4@ lb" OC I xx-xx I CEILING FINISH SCHEDULE vODE MATERIAL MANUF CT-01 ACOU5Tlv vEILIN5 TILE ARM5TRON5 CT-05 VINYL FACED CLG TILE ARM5TRON5 CT-04 CEILIN5 GRID ARM5TRON5 PX-60 PAINT 5HERl-'IIN i-'IILLIAM5 5U5P GEl SUSPENDED 5YP ElD ARM5TRON5 Q KEYED FLAN NOTES 0 CEILING GRID i-'IORK POINT. r;:;-._ PICK-UP SIGN SUPPLIED El'!' MILLl-'IORK SUPPLIER \::./ 4 INSTALLED ElY GC, INSTALL FER MANUF INSTRUCTIONS. © l:XHAUST HOOD. SEE Ml.I. r:;\ MENU BOARDS MTD ON FACE OF 50FFIT \2/ SEE Ab.I, Kl.I < Kl..2. © GRAPHIC PANELS -SEE Ab.I, Kl.I o Kl.:2. r,;:\ FLAT-SCREEN 1Y -COORD. MOUNTING HEIGHT N/ \::.I Oi-'INER. 0 PROVIDE :24"x:24" ACCE55 HATCH IN SOFFIT CENTERED ON DIGITAL Ml:NU BOARDS. PAINT TO MATCH ADJACENT 50FFIT. © CENTER 5RID • Ll5HT FIXTURE IN ROOM. r;;\ PROVIDE ELECTRIC AIR CURTAIN ABOVE PRODUCT# DE5vRIPTION~MARK5 #115:2 i-'IH (:2' X :2') i-'IHITE, FINE FISSURED #e,10 (:2' X 4') #e,E,e, (:2' X :2') 1600 i-'IH 51-'11006 i-'IHITE i-'IHITE i-'IHITE GRID, 15/IE," EXTRA i-'IHITE; FLAT CEILING FINISH NOTES I) 5EE Ab.I FOR FINISHES NOT LISTED HERE. + + +/ SECURE TO EXIST ROOF 5TRlJCTURE ABOVE SEE 944/Al.5 :2x4 DIA5 BRACING @ IE>"OC IIIJ::=,J;::::;:,::::: _su_sP_c_El~_ING __ sY~- f:L = 101-#011 AF 5U5P CEILING 5Y5 i-'IALL MTD EMERG LIGHT/ EXIT SIGN COMBO f'i~-~.]'j __.. -RECESSED LIGHT FIXTURE I L,;,-...J y--- .1------~1-~,~-9',c"!-I---....+,.++· If "--.h \2/ DRIVE-THRU i-'IINDOl-'I UNIT, MOUNTED :2" ABOVE i-'IINDOl-'I, CENTERED ON l>'IINDOl-'I OPENING. MARS AIR SYSTEMS MODl:L LFV:24e-lEED-0El. PL Yi-'IOOD SHEATHING ONLY USED @ SERVICE SIDE EMER5ENCY Ll5HT REMOTE HEAD SPEAKER FLAT SCREEN 1Y AS SPECIFIED BY Ol>'INER xx-xx xx-xx X'-X11 AF CEILING MATERIAL CEILING FINISH CEILING ELE:VATION ACCESS HATCH <!:, i-'IINDOl-'I = 4. FIXTURE -9,,_i-'IALL = - 4. FIXTURE J,l'-b' '" ~ EXTERIOR 'i-'IALL ART' PANELS ElY DGS RETAIL. Ill.I'-----5/e" GYPSUM BOARD ±.il:==:;:::==,::,::;;:;;_!;;~;:;;_::;;:;;:;:;;:;_;:;;~;t_:;:;:===::±1:::c:lil' -·-·-·-· FIN_so~FIT .--111:'L EL=61-I011 ~ Il'---1---'l:"'Gl"-----,i<----=EGI~ CORNER BEAD 'I::/ CONSULT N/ Oi-'INER PRIOR TO PURCHASING. ® CEILIN5 FINISH TRANSITION. 5/e" PL Yl>'IOOD SHEATHING ON 2x4 STUDS ® IE," OC 4. FIXTURE 5/8" GYP ElD FINISH ON :2x4 ® 1611 oc.. INTERIOR PARTITION SEE Al.I FOR NOTES , 6 SERVICE AREA 50FFIT DETAIL '"Al .s, 1 SCALI:, I" = l'-0" -I LINE OF CANOPY ' EGI I ABOVE I a'\¢ fil I o-0 ·' EGI "' Ql llJ - .,/'t---=EGl,o__ __ (),i'-r----'""o_'-1,__" ·------~1~1'----=--t-,1<- . ' 91-( II '-on s•-t It 4. 4. 'l' 2 1-411 MENU ,OA= • I E, '\. ' ACCE 65 HAT, eH 5 JFFIT 0-:[] D/r l>'IINDOl>'I • CANOPY b" 21-411 EGI 0 @ LIGHTIN5 ElY l>'IALK IN BOX MANUFACTURER -SEE El.9. • V" CT-04 C.T-09 101-011 AF " 1:') ® 5/e,' GYP ElD BAGKROQM SERVICE AREA rl.--lilH-----ALIGN 1-'1/ SOFFIT BEYOND FIN 50FFIT (:2) :2x4 PLATE____.--' CORNER SEAD ---·-·-·--------EL = 6 1-1011 AF 5 . 50FFIT DETAIL -_AI.S SCALE:, I" = l'-O" 4. l>'IALL = 4. FIXTURE 1) 1 I\ / 1'-.::2" IF'"91 V I \ ,I'--~·-I---F-=-i'---1--1,1<. V:® /\ ® · .. ,. ,, .... ., . . ~/' .. - A• EA ~ GYPElD ~ ~~r===t-,--w:=Jr-~~PX~-s~o~=~'.:_..Jt'.._,~5 ~r=1 @ 6'-10" AF I ; '¢;J ! ' LC., ,vE M "'N CLO 0ET 50FFIT ('?\. . 5U5P GEl ·. ' ·-···- CT-04 CT-OB ®' 10•-ou AF ' :::=..f--j==='t--+--11'===,---t---+----J I--J:.-"-,,;...-Hr::::'i•_,_ __ -'--;0v'j-jl.,;\;;;;k,J/-[~c~T~-o~4D-f'~~-i5~U~s~P~G~ElH~~~--tl-~c2T;-o~4~-+r,'rn'r'it--~ CT-01 PX-BO CT-OS e'-011 AF e1-0'1 AF 101-011 AF I PX-SO \t:o/ I n ,• .. 11-111 AF - ' @ ', '· "' ' ~ ' '· ~··, ~ •. I (l'{A6!s;-IN ' COOLER • "'' ~· ! d) C.T-04 ~ ' ·-tr. l>'IALL = @ CT-01 /01-0u AF Dlt ING V"'STli oULE ROnM 5USP GEl C T-04 '--TT12l----f::::::=~::',.-+--i---J---+--+---J---j---l----i---J-l C T-01 . e:i,_0 u Px-eo ·• v 101-011 AF 101-011 AF I I '2' @ EGI EGI ;;\<~' : i>.1'&/~.::·::;:":0::i ,.· .,12J .. ,., ..... , , ........ ,,, .... ,.,· ® ;I~~il':<jil:~~:; :::::=~==~:::=;:=-=:;::::=::;:=:!J4---lb;;;;;~.J/-..:._.......j :,: r;)~: i · .<' ;., ,:, /' . V'{t' MEN ::::~rn· I:[;,f :i:t0:::: r"':=~:~;r .. 5~:~:~-;:~~~~~:~T-ir"'i';;i?"n----+--+.~~---1 @ I LINE ~Fr · I TAE LI: Lt ,..,~ = , /i0 J!l ' -1 ;'.-4. PAI EL = \::./ CT-04 CT-05 10'-0u AF BEL t:,y.i I i ~ I "'. •;; . (l'{ALK-IN FREEZER ' " - ·. . @ .. ' ; .. ~ '• . - .,, ' @ ~ ,. ' >•. ' . ., ' ,. -4. • "' -' d) .. -ic--·O ~ :f,f \};?~:.?/}\{:{(!~'.\.:([:i H---f;===;r-+--i---jiF==,1---r-J-nc-=/cjc :: ==;'F"'ir4.=F=IX-=nVRE_sl __ 1F~-= ... =-;tij--tln... 1--t'===r'l-i!':!J r. H~C;;)T~-Otl4~:---1;;::;;.1 __ i __ r~t-t-,bae;~t--1 I ;'.:i\Y·{l~ 1 ijf,:.;~:::::'.:•~ f--:t==,-,--t---t==1-j-~~IT,11 ·_"Y"l=l-1-1°®~1-H 1--+-C§_i·~-+-I · b~;.o:F ® I ~'.' m ~ r -1,+ (! \rrp ii "' ~ ! .. .... .. .. . ..... , .. •· . r ··~ .• :: ... ~·::••·~·.· :·'"; .'"~.:~_:·:~ •• :'.\ •.. : ('I ~~ ·' I V ITT I JJl . i ~ I () ( ::}::-}::[~>:(:\/:)\;:i:':::-:c)i,; ttt""t';;::;:;i~i:,l'lm:;z,irr---r--t--t-'?HH~;:-:=t~=t1=1*'--i---i---t-_-__ -1--- 0 -i---t-1 I r m v' 9 0 "' Ql llJ EGI EGI 1,1-011 0 EGI I 4.1 l-'IINDOl>'I • ~15HT FIXTURE +-----------·----:22 :,eb'--"-------------,1'- 4. l>'IALL = 4. FIXTURES 4. l>'IALL • 4. FIXTURES ·, IPi ... '· ., .. '• .. . .. .. ., •,, ' 4 1-011 51_,11 ! 'I ' ., ' 4. l>'IALL = 4. FIXTURE - 't-/ ;=;=2;::-' t-:R:-:'."'E:-:-:F::-L:-:-:-E::-C-:-:-TE--.:--D_C_E_I L_I_N_cS__;F__;L_.;.A__;N _ _,~I N ',Al.Sa SCALE:, f/4" = f'-0" ~I , FLAN IXTURE AHARONI AN & ASSOCIATES INC. ARCHITECTS 310 George Washington Highway Suite 100 Smlthfleld, Rhodfl Island 0 2 9 7 T 401-232-5010 r 401-232-5080 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITIEN AUTHORIZATION OF THE ARCHITECT. REVISIONS !:::,. NUMBER REMARKS DATE FOR NSTRUCTION PROJECT TITLE [~drirnk~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON NORTHAMPTON, ROAD MA 01060 Hampshire County DRA'MNG TITLE REFLECTED CEILING PLAN, SCHEDULE & DETAILS DATE PROJ NO MAY 25, 201B 11105.01 DRAWN BY CHECKED BY 5MG JB DRA'MNG NUMBER Al.3 00 ~ 0 N 0 z V) I::! <( 0 0 V) V) <( ~ z <( z 0 0:: <( I <( g ROOF MEMBRANE LAP SEALANT -T'(P DElL ElLK<S 5" GUICKSEAM FLASHINIS CENTERED OVER EDISE OF SCUPPER FLANISE FASTENER AS REG'D@ 4" OC MAX NOIH'lELDED METAL SCUPPER SLEEVE BY FIRESTONE GUICKSEAM T-JOINT COVER AS CORNER FLASHING q" GUICKSEAM FORMFLASH S" QUICKSEAM FLASHIN<S CENTEF1.ED OVER ·" EDISE OF SCUPPER FL.ANISE FCB SIDINIS MTL FLASHING !XS FCEl Tl<.IM SEALANT SCUPPER BOX OPENING \". ALUM SCUPFERLElO_X_l'V _ _,_ _ __, DOY'INSFOUT SCREEN trE FLAT BQOf C:ONST1 SEE 6/A4.2 FOR NOTES 4"XS" ALUM DOY'INSPOUT SEE SPECIFICATIONS Al.4!:__-i--_:,,-_ __:,__ __ _l\___,c;=--c, SECTION ELEVATION 6 ALUM 5CUFFER 4 DOY'IN5FOUT DETAIL Al .4 SCAI..E, I 1/.2" = 1'-0" ' I D".E FLAT RQOf CON5T1 _J SEE S/ A4.2 FOR NOTES SEE SPECIFICATIONS Al.4 ONT MEMBl<.ANE FLASHIN<, LAP SEALANT 3 ROOF CAP DETAIL Al.4 SCAI..E, I 1/:2" = l'-O" R,TIJ ---" ;!, l: • £! PT ~OOD BLOCKING CONT MTL EDGE FLASHING IN SULA TED SELF FL.ASHING tv!ECHANICAL CURB SIZE A5 REGD CONT MEMBRANE FLASHING HVAC DUCT YiORK SEE MECH D~GS Pl<OVIDE SEALANT OVER ALL FASTENERS -TYP LAP SE!ALANT ,------;--- . t-IYE fLAT Roof CONST, SEE S/A4.2 FOR NOTES 51:E 5FECIFICATION5 Al.4 ~OUBLE PRE-FAB Tl<.USSES ® HVAC UNITS SEE STIRUC T Di'lGS 2 ROOF CURB DETAIL A!.4 SCAI..E, I 1/:2" = l'-0" SIM/OPP ------!- PREMOLDED FIFE SEAL CONT SEAM SEALANT CONT LAP SEALANT FOUAABLE SEALeR PLAc.ED TO SHeD i'IA TER MeTAL DAM ROUND ALL SHeeT MeTAL FLANGE CORNERS FLASHING Y'{I LAP SPLICE 1YP FLAT ROOF CON&T, SEE S/ A4.2 FOR NOTES SEE SFECIFICA TIONS Al.4 CUT HOLE IN DECK ASREQD TO AC<,OMODATE PIP!: I" min LAP SEALANT 6ENERAL NOTES: I) FROVIDe ROOF AND GUTTER DE-ICING HEATING CABLe SYSTEM AT SCUPPERS AND DOY'INSPOUTS TO PREVENT ICE AND SNOY'I 6UILD-UF. THE HEATING CABLES ARE TO BE PLACED EITHER AS A LOOP OR A SINGLE LENGTH 4 HELD IN Fl.Ace BY A DOY'INSFOUT HANGER. PROVIDE ALL COMPONENTS AS MAY BE REGUIRED FOR A COMPLETE INSTALLATION. l<.AYCHEM CORPORATION "ICE STOP" <SM-IXT OR GM-2XT SELF-RE<,ULATING GUTTER DE-ICING HEATING CABLE SYS 2) HEATING CABLE TO BE PROTECTED FROM DAMAGE 4 INSTALLED IN STRICT ACCORDANCE"' MANUFACTURER'S INSTRUCTIONS. B) PROVIDE STIRUCTURAL SUPPORT FOR HVAC UNITS AS MAY BE REQUIRED. SEE 2/Al.4 FOR ROOF CURB DETAILS. 4) ALL CONDUIT 4 FIFING PENETl<.ATIONS THROUGH EFDM ROOF MEMBRANE SHALL. BE SEALED Y'I/ A FHCA FOL.NOT -SEE 4/ Al.4 5) ALL ROOFTOP EQUIPMENT SHALL BE INSTALLED 10'-0" MINIMUM AViAY FROM ROOF EDGE. i:,J AL.UM SCUPPER $ DOY'INSFOUTS, SCUPPER Y'I/ .021.SA B"X4" DOl'lNSPOUTS SEE !:</Al.4. SPECIFICATIONS MEMBBANE 800f'tNe !?)'.STEM .060 THICK FULLY ADHERED SINGLE PLY TPO SYSTEM AS MANUF ElY FIRE:STONE OR APPROVED EQUAL; COLOR; Y'IHITE. PROVIDE 20 YR MANUF. TOTAL SYSTEM ViARRANTY. E\lcSIP PQb'.J'.150 INSULATION VENT 5TACK PENETRATION DETAIL TYP SEALER POCKET DETAIL FIRl::STONE 150 ~5+ GL 4 TAFEReD 150 q5+ <SL. POLYISOCYANUl<.ATE INSULATION OR APPROVED EQUAL, STANDARD BOARD SIZE, 4!l"x4e>"xS" 4 4e>"x4e>"xlb", R=BO L TI!<-MIK PROVIDE TAPERED BOARDS YiHERE REQUIRED ON FLAN TO ME:ET MINIMUM DRAINAGE REQUIREMENT. YiALK-IAAY PAPS SCAI..E, I 1/.2" = 1'-0" SCAI..E, I 1/:2" = I '-O" DD 6REEN NOTES I) COOL ROOF, THERMOPLASTIC POL.YOLEFIN ROOF MATERIAL"' A SOL.AR REFLECTANCE OF INDEX (SRI) OF 1q+ TO HELP REDUCE MAINTENANCE COSTS, IMPROVE BUILDING PERFORMANCE 4 REDUCE HEAT ISLAND EFFECT AROUND THE BUILDING. FIRESTONE QICKESEAM i'lALKViAY FADS BO"XSO" ED.SE METAL FIRESTONE UNA-EDGE DE DRIPEDGE SYSTEM, MODEL# TIS #2011; INSTALL FER MANUFACTURER'S RECOMMENDATIONS ROOF SYSTEMS A -FULLY ADHERED SINGLE PLY TPO SYSTEM -5" POL YISO RIGID INSUL i'R-SO) -1/2" FL Yi'lD ROOF DECK -PRE-ENSINEERED i'lD ROOF TRUSS SEE 51.2 OFNG'/SCUPPER ct DOYiNSFOUT LE6END -+ DIRECTION OF SLOPE I . I: I : l I. I : J: I : I : I : I : I: I: I: 1 ·I: I TAPERED INSULATION : I'. l '. I . I '. I '. 1/4" PER FT SLOPE I· 1 : I' I I: I •I. J.'. ALUM SCUPPER • DOYiNSFOUT TYPICAL OF 2 -SEE 6/Al.4 4. OPN6'/SCUPPER { DOl'lNSPOUT i r I I I I I I I I I I I I I L. - r I ' t 0 r -1" ---,---j_,--~ -: R.TU-2 Yil<.AP EPDM MEMBRANE OVER VERT SIDE OF SI.OPED PARAPET .i. M ~, ~I ... ~ _____ m·Ii u· i:,~· bl l£"I' D"Ii u,I,[· ~"~' J"=· ~,:;:::;::;:::::::==_./ ~F:i " " I. I Ii :_· _;~' i"-I l.i .1--Yi-RA_P_E_PD_M_~MBRANE OVER ~ i I i I I I I I ' 4 VERT SIDE OF SLOPED TYF PARAPET ~-~TAPERED INSULATION--__; CRICKET -TYF VENT STACK_,0 SEE 5/Al.4 Q+-----EXHAUST FAN EF-1 SEE 8/Al.4 . I : I l l . l: l . I : I : J : ! , l , 1 : J • . l: ·1:1 1:1:i:1:1:1:1:1 1:1:i·1:1:1:1.1.1.1:: :1:i:1:1:1 I.Lt:1:1:1: 1.1.1:1.l.l.l I I : I : I : ! : !. I . I . I. . I : I : l : I : l . l , I: I : EXHAUST FAN42 SEE S/Al.4 ·1:i:1:1:1 i:1:1:1:1:1:1 '.I: I' I' I: . I: I: I: l FIXED STEEL LADDER "' YiALK THRU --m DDDDDD DD RTU-:3 t DOD t SI.OPE 1/411 ! 12 11 A MTL EDGE SYSTEM TYP VENT STACK SEE 5/Al.4 ROOF PLAN t PLAN AHARONI AN & ASSOCIATES INC, ARCHITECTS 310 George Washington Highway Suite 100 Smlthfield, Rhode lslond a 2 s 7 T 401-232-5010 f 401-232-5080 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT. REVISIONS D. NUMBER REMARKS DATE FOR CONSTRUCTION PROJECT TlltE [~dr~~k~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND - 55 DAMON NORTHAMPTON, ROAD MA01060 Hampshire County DRAWING TlltE ROOF PLAN & DETAILS. DATE PROJ NO MAY 25, 2018 11105.01 DRAWN BY CHECKED BY AL JB DRAWING NUMBER Al.4 : : IX) ~ 0 N () z (/) l=! <( 1J 0 (/) (/) <( ~ z <( z 0 a: <( I <( © DOOR 4 FRAME NOTJ;;S / SFEC.5 I) TEMPERED GLASS REQUIRED AT ALL LOc;ATION5 1-'!HERE INDlc;ATED SY "T". 2) ALUM STOREFRONT, YES 45 XT STOREFRONT SYS; 2" X 4 J!z" 4 4 J!z" X 4 J!z" PROFILE THERMAL ElREAK FRAMES w/ I" INSUL GLAZING .; DARK BRONZE ANODIZED FINISH AS MANUF SY YKK AF AMEIO.lc;A, INC,. ALUM DOORS, NARROII'< STILE (2") v<! 10" 60T RAIL. GLAZING, I" THlc;K SEALED (;LEAR INSULATING 6LA55 r;/ "LOl-'l-f" GOATIN~ (2); U·YAI.Ue = 0,2"1 MAX; SHGc; = 0.55 MAX, SHADING c;oEFFJc;JENT = 0.44 MAX TOTAL STOREFRONT SYSTEM THERMAL VALUES NOT TO EXc;EED THE FOLLOll'<INe SASED ON NFRc; STANDARD SIZE, U-VALUE = 0.51 MAX, SHGc; = 0.52 MAX. 4) HM DOOI0.5 4 FRAMES -STEELc;RAFT OIO. APPROVED OOUAL. -INTERIOR FRAME, lb GAUGE SHOP PRIMED, REINFOIO,c;ED TO IO.ECEIVE sc;REl-'!S FOIO. HARDll'<ARE. • EXTEIO.IOIO. FRAME, It> GAUGE, GRADE II HEAVY DUTY, FULL FLUSH, SHOP PRIMED, HOT DIPPED GALV STEEL, !O.EINFOIO.c;ED TO IO,Ec;EJVE 5CIO.ErlS FOR HARDll'<ARE, -EXTEIO.IOR DOORS, L-lt> OIO. APPIO.OVED EQUAL GAUGE HOT DIPPED GALVANIZED, INSULATED. U=0.50 MAX. 5) INTERIOR riOOD DOORS, c;OMMEIO.c;JAL GIO.ADE HEAVY DUTY l'IITH FIVE-PLY c;oNSTIO.UCTION, PARTIC.LE60ARD c;oRE, TYPE II GLUE SOND, MAPLE VENEEIO. SLIP MATCH; STAIN GIO.ADE. SIDE EDGES TO BE 1-1/8", TOP AND BOTTOM EDGES TO SE 2-1/2' MILL OPTION SPECIES; PIO.EFAIO.E FOIO. FIELD FINISH. t,) SEE Al!>.! 4 Al!>.2 FOIO. INTEIO.IOIO. FINISH c;oLOI0.5. 1) SEE AS.I 4 A5.2 FOIO. EXTERIOIO. FINISHES 4 SPECIF1c;ATION5. 8) DIO.IVE·THIO.U l'IINDOl'I, IO.EADY-Ac;c;ESS OF i-'IE5T CHIC.AGO, ILLINOIS; MODEL 215 SINGLE PANEL SLIDEIO. SEIO.IE51 FULLY AUTOMATIC OPERATION; C.OLOR, DARK BRONZE ANODIZED TO MATc;H STOREFRONT. C.OORD SLIDE DIREc;TION W OrlNEIO. 11-5~uRo 1'-5t"R0 1'·4!i'UNIT DIM i!" SHIM 1'-4~"UNIT DIM !!'SHIM\ X 4~" * 4!'c ;2" 2" 2" 2' 2" 51-011 91_1:,*11 !"SHIM ' EGI EGI "" X • "' _N '11 '11 ..;,, ijj T • N "" N ~ X X ->k-I ci ~~ "' ix ~ t ·' I-"' .:'.JNl(S z ~ z i;-It-J t ·' ::, ff\ 1~ rll -' 1 Ir ,,. ,,. ,,. I \ X • 'i' • I \ () l1' 1' 111 '\1 ·' I \ UI ""' IITR @~ Cl • ! Cl 1' §] ~ • Ill ""' "" HARD~RE SETS ALL HARDl-'IAIO.E SHALL BE ADA c;oMPLIANT l"<HETHER oR NOT sPEc;IFIED HEIO.EIN SET e-1 TOP 4 BOT OFFSET PIVOTS I DEADLOC.K I PUSH BAR I "D" DOOIO. PULL HANDLE I (;LOSER I THRESHOLD I SET PEIO.IMETEIO. GASKETING I BOT 51-'!EEP I FINGl=R GUARD SET E-2 BY ALUM MANUF TOP 4 BOT OFFSET PIVOTS I DEADLOc;K I PUSH SAIO. I EXIT DEVlc;E: I "D" DOOR PULL HANDLE I (;LOSER I THRESHOLD I SET PEIO.IMETEIO. GASKETING I 60T SrlEEP I FINGEIO. eUARD SET E-6 4 HINGES I EXIT DEVlc;E I EXT TRIM I (;LOSER I THIO.ESHOLD I DOOR SOTTOM I SET rl/5TRIPPING I LOc;K GUARD I DOOR VIEl-'IER ALT DOOIO. VIEl-'!EIO., ADAMS IO.ITE M5 1850A 51LVEIO. -SEE NATIONAL Ac;c.OUNT5 HAeER 8501 DA HAGEIO. 4515 MIL ADAMS RITE M5 1850A DORMA '!10IC.D RIM 621!> (NO TRIM) SILVEIO. -Sl:E NATIONAL Ac;c;oUl'lTS HAGER 8501 DA HAGl:IO. 4515 MIL HAGEIO. OOll'll 52D HAGl:R 4501 IO.IM So" U52t>D w/ TIO.IM HAGEIO. 5 US2t>D HAGER 5400 PA 2-5 HDH05 ALM HAeEIO. 4515 MIL HAGEIO. 1125 MIL·S (SILICONE) HAGER 8005 U521!>D HAGEIO. 541D 92D HAGER 1151!> U521!>D NATIONAL GUARD FIO.ODUC. T5 MODEL #L-VGLF-YiD G\11><5'1 SET Q-1 2 HINGES I SPRINe HINGE I LO(;K SET I LETTER SLOT I SLEEVE I FLOOIO. STOP I LOUVERED VENT I SET SILE:Nc;ERS SET E·I S HINGES I PIO.IVACY SET I (;LOSl:R 2 Klc;KPLATES I FLOOR STOP I SET SILEN(;ER5 SET P-:-1 . 5 HINGES I LOCK SET I (;LOSER 2 Klc;KPLATE5 I SET SILENc;EI0,5 FLOOR STOP SETP-9 I ALUMINUM TRACK 2 5NUGeER ,, ' HAGER 121<1 U52bD HAGl:IO. 1250 U521!>D HAGER S4eO rlTN U521!>D IVE5 620 PA2e IVE5 621 HAGEIO. 241F U526D 11-611 X 11-611 HAGEIO. 901D HAGER 66 121'1 2t>D HAGER S440 rlTN U521!>D HAeEIO. 5200 ML T 1-1!> ALM HAGER 2145 SLAC.K 8" x 2" LrlOD HAGEIO. 2411" U52t>D HAGER S01D HAGEIO. 66 121'1 26D HAGER 9410 rlTN U52i!>D HAGEIO. 5200 ML T 1-1!> ALM HAGER 2145 SLAc;K e" x 2" LrlOD HAGEIO. 501D STANLl=Y Elf2SON-OI SFl2SN-21 2 TOP 4 SOTTOM PIVOTS 2 HANGERS 6Fl25N•S1 SFl25N-41 4 HINGES FSSl1'! 2 FLOOR GUIDI: SFl25·11 I fLOOIO. GUIDE TRA(;K SFl25-'ll 4'·0!"RO !"SHIM 2'' 211 s•-1!11 4'-0!"RO X X 5'·11:li" !"SHIM * 'i' Ill • UNIT DIM "" "" \. • '\, . ~ N' N • N ~ X 'I, ii J ~ • I I !: 'S" "' J z T t Ii) ~ [!1] _,,J ,,. Ir t -·---··· ···---~~ - Cl E] ~ ! !"SHI 4'·2!" ;"SHIM UNIT DIM 2" 2" 5'-104" X ~ ci • I-'5' ~ ~ :r ·' 'ii;' rll ,,. ·' ,,. t IITII --- ! ~ DOOR SCHEDULE C) MARK/LOCATION QDOOR No ROOM (FROM I TO) TYPE 1-'!IDTH Hl:IGHT THlc;K MAT 100 VESTISULE I EXTEI0.101'?. D:2 91-011 1 1-011 I 5/4" ALUM/GL IOI VESTISULE / EXTERIOR D:2 91-011 ;•-011 I 9/411 ALUM/GL " 102 BAC.KROOM I EXTEIO.IOR DI 9'-6" 1·-011 I B/4° HM --"·-·-·-·"_., __ 105 BAC.KROOM I OFF!c;E DI a•-011 e,•-eu I :3/411 ltlOOD -----·-···--· ~ 104 ~TILITY ROOM I SAc;KROOM DI 51-011 t,•-e,11 I 6/4" ltlOOD 105 ALc;oVE I SAc;KIO,OOM DI 91-011 6'-eu I 5/4" ltlOOD 106 ALCOVE I MENS DI a'-011 e:,1 ... e,11 I 5/4" V'iOOD 101 ALc;OVE I riOMl=NS DI s•-ou e,1-e,11 I 5/4" V'iOOD 1oe, DINING AIO.EA / VE5TISULE D2 9'-0H 71 .. 011 I 5/4" ALUM/GL l:2'-011RO ll'•ll!"UNIT DIM 2" 2" 2' 2' EGl EGl 'I, '\, LOIi'< !ITII 11, IITII 111 IITII E] 5'·4~" IO.O !"SHIM !"SHIM 91.411 UNIT 1-'!IDTH 2" 2" 91-011 X ! ~ I N I- ~ ,: ?,," :!l ~ ~ I ,,. I-I)( I-i,-; 8~ [l !\! e1~011 RO !"SHIM !"SHIM 1'·11!" UNIT DIM j!"SHIM 2" 2" 2" EGl > X 'i' l1' ttll<) • 'I, N HIGH X ii ~ t I-. ~ :r "' ·' "iii' <O LOI-'! ,,. I ,,. • '\1 ,1Tu11, 1' 1,T11 Cl <ii B ill ~ ""' FRAME TYPES (C.Ol:!!J:1~1;122 SC.ALE, 1/4" "' l'-O" 2 11 DOOR. . 2 11 JtllDTH -~-T~OF'_ SLAB $ ~ '\ D / , '\ 1J 1 \ '\ '\ / a '.? / / II) ltTII / ~ ' TQPSLAS $ <I',. DOOIO. = <I',. LETTEIO. SOX 4 VENT ~~ I / ·-. @ f-- ~ 0-1 ONLY 0-1 4 5-1 ONLY TOP 5LAS $ FRAME D'El;S DOOR lYFES SC.ALE, 1/4" = l'-o" SC.ALE, 1/4" = l'-0" D FRAME HDJIII REMARKS FINISH HEAD DTL JAMB DTL SILL DTL TYPE MAT FINISH SET ANODIZED 4/A2.2 2/A2.2 1/A:2.2 F2 ALUM ANODIZED E-2 ANODIZED 4/A2.2 2/A2.2 I/A2.2 F2 ALUM ANODIZED E•2. "-· .. FT-Ot, IO/A2,2 84'l/A2.2 1/A2.2 Fl HM FT-Ot, E-5 -·- ST-0 ¢ ST-04 IO/A2.2 IO/A2.2 Fl HM PT-02 0-1 -- ST•O 4 ST-04 IO/A2,2 IO/A2.2 Fl HM PT-02 P-S -···-ST•O 4 ST-04 IO/A2.2 IO/A2,2 Fl HM PT-02 P-2 ··-5T·O ¢ 5T-04 IO/A2.2 IO/A2.2 Fl HM PT-02 P-1 -----5T-O 4 ST-04 IO/A2.2 IO/A2.2 Fl HM PT-02 P-1 -- ANODIZED 4/A2.2 4414A2.2 I/A2.2 F8 ALUM ANODIZED E-1 ' ' " .· . ,. . . yj,: : ' -: " AHARONIAN & ASSOCIATES INC. . - ARCHITECTS 310 George Wosh!ngton Highway Suite 100 Smithfield, Rhode !eland 0 2 9 1 7 T 401-232-5010 F +01-232-50BO WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITIEN AUTHORIZATION OF THE ARCHITECT. REVISIONS b. NUMBER REMARKS DATE ,.-f.'),"~;,'~ . ,. .--;{'I\! .... .•• . ., ' ,/J,,f?.,, ., .• D .. ll,,tz, .,.,_ 1-:{)•_:.,-....... _ l1~..:.\\ '' '-<'-' 1,;.i4~ ~,..,.,. JY''/Ji. ~ " li 8 [ I r;i~ ),,., rt <l', -:.::. ' .... "· ' Jf:; •·. ~\ 'e.,,; \. ./ · tc':f lf \:1:};. ./, \-~1, ;_, -'''-:,) "'•~_,.-r OF~-· ">·"'6-,,., ... \..) FOR CONSTRUCTION PROJECT 11TI.E l\,N-ft? li n~@ %1htt " ,\. ,, :i; s' i~~ s· Zt:: ,r, \ ' ·,.. ,. ., -[@@Jil'dU'frr'D~~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND ...... -· 55 DAMON ROAD. NORTHAMPTON, MA 01060 Hampshire County DRAWING TITLE DOOR & STOREFRONT SCHEDULE& ELEVATIONS DATE PROJ NO MAY 25, 2018 11105.01 DRA\\N BY CHECKED BY SMC JB DRAWING NUMBER A2. I CX) ~ 0 N 0 z (/) w I- <{ 0 0 (/) (/) <{ <:.:l z <{ z 0 a::: <{ I <{ © CORNER ElEAD 1J1 BEAD S/8-11 SHIM ONOLITH l"lALL CONST SEE A4.:2 . - AIR ElARRIER ~INTORO C C: r ALUM CAP FLASHING 23 HEAD DETAIL AS.I sc-ALE, I 1/2" = 1'-o" ALUM FRAME I'll SNAP-IN CLOSURE MULLION DETAIL SC-ALE, I 1/2" = l'-O" I MONOI..ITH ~LL CONST. I ' see A4.:2 ' VAPOR ElARRIER- l'IRAPPED INTO RO BACKER ROD 4 SEALANT EA SIDE JAMB DETAIL SCALE, I 1/211 = 11-011 AL.UM FRAME: I'll 5NAP-IN CLOSURE D/r Y'llNDOi'-1 UNIT BACKE:R ROD 4 5E:ALANT E:A SIDE 2X4 Ell.KG STONE CAP ~;aJ--5E:E A4.2 FOR TYP = l"IALL CONSTRUCTION ZJ:=:j:::--TYVEK AIR INFIL ElARRIE:R i"IRAP INTO RO MONOLITH ~LL CONST. SEE A4.:2 20 SILL DETAIL SC-ALE, I 1/2" = l'-0" AS.I VAPOR BARRIER l'IRAPPED INTO RO 9/811 SHIM AIRElARRIER !',RAPPED INTO RO HEADER SEE 51.2 ALUM CAP FL.ASHING ,r --lx4 FCEl TRIM ~~~~l1fif...--SACKER ROD 4 i SEALANT EA SIDE CORNER ElEAD 'J' eEAO ~ ALUM FRAME I'll SNAP-IN CI..C5URE HEAD DETAIL SC-ALE, I 1/2" = l'-O" CORNER ElEAD (, MIL POLY VAPOR BARRIER l'IRAPPED INTO RO 'J' ElEAD EA 51DI: ALUM FRAME y;I SNAP-IN CLOSURE BACKER ROD 4 5EALANT EA SIDE AIR BARRIER l'IRAPPl=D INTO RO •:.' ·····" • 51DING TRIM LINE OF STONE BELOl'I ADHERED CONG MA50NRY VENEER CAP 18 JAMB DETAIL (Hl6H) A2. SC-ALE, I 1/2" = l'-O" CORNER BEAD t, MIL POLY VAPOR BARRIER l'IRAPPED INTO RO 'J' BEAD EA 51DE: .. • · -----.... . ALUM FRAME y;/ SNAP-IN CLOSURE BACKER ROD 4 SE:ALANT EA SIDE: I [illJJJlillITIID L _____ _ AIR BARRIER l'IRAPPED IN RO 11 JAMB DETAIL (LOY'!) ALUM FRAME: CONT SUElSILL SE:T IN SEALANT SC-ALE:, I 1/2" = I '-0" 1--~~~:,;;;;;;;;l b: . \ 16 SILL DETAIL A2.I SC-ALE:, I 1/2" = 1'-0" 1.J1 6EAD EA SIDE BACKER ROD 4--',ll:;; SEAL.ANT EA SIDE ALUMINUM FRAME H/ SNAP-IN CLOSURE HEAD DETAIL A2.I SC.ALE:, I 1/2" = 1'-0" 4~" ALUM FRAME 2" ALUM FRAME ALUM DOOR JAMB DETAIL SC-ALE, I 1/2" = l'-0" TYPI AL ~LL N5T. BACKER ROD 4 5EALANT EA 51DE SEE A4.2 r:ve11 SHIM ALUM FRAME l'l/ i:iNAP-IN Cl..01:iURf 1------.-::::!i:1>-< JAMB DETAIL m-ALUM FRAME MULLION DETAIL SC.AL.Es I 1/2" = 11-011 LINE OF ALUM JAMs---< BEYOND ,-,-ALUM DOOR CONTINUE FLOOR FINISH UNDER DOOR @ INTERIOR FLOOR FINISH SEE Al.2 LI . < . 4 SILL DETAIL A2.I SC.ALE:, I 1/2" = l'•O" HEAD/JAMB DTL A2.I SC.AL.!:, I 1/2" = l'-0" l"iALL SUElSTRA TE, SEE Al.I H!:ADER--, SEE 51.2 . €>MIL. POLY VAPOR--; ElARRIER l'IRAPPED INTO RO AIR BARRIER il'IRAPPED INTO RO ALUM CAP FLASHING 1~,, "-._ ~SEAL.ANT C "--HM FRAME HEADER DETAIL SC.ALE, I 1/2" = l'-O" TYPICAL if'!ALL CONST1., eee M.:2 l"iALL SUBSTRATE, ',---i,..,-----:cA.r--,,.nt--TJ:= SEE Al.I -AIR BARRIER JAMB 5TUD5 ·'- SEE 51.2 mx:-<. i"ll<APPED INTO RO MASONRY CAP BELOi"I &TONE VENEER ElELOl'I 6MIL. POLY VAPOR BARRIER l'IRAPPED INTO RO ;< ·-lx4 FCB TRIM 1-E:::--::::"1!!": -5EALANT J:~TAIL ::•• 8 A2.I SC.ALE, I 1/2" = l'-O" i'1ALL SUBSTRATE, 5EE Al.I STONE VENE:ER i' i"IALL CONST. 1' 5EEA4.2 ' .JAMB STUDS ' SEESl.2~ Ill>-<. -. STONE VENEER, SEE A4.2 AIR BARRIER Y'IRAPPED INTO RO 6MIL. POLY VAPOR BARRIER !',RAPPED INTO RO -~ = c J \__STONE VENEER ,,t ,-I.LI,.;;;;:__;;~~----:'-'-CAP ABOVE 'l -HM FRAME wl 5 J__ '*" i JAMS ANCHORS MIN 1 JAMB DETAIL (LOY'!) A2. SC.ALE, I 1/2" = l'-0" FLOOR FINISH· --~ LINE OF .JAM6 SEE Al.2 BEYOND · •• · • -THRESHOLD SET IN SEALANT SILL DETAIL SC-ALE, I 1/2" = l'-0" CORNER ElEAD BACKER ROD 4 SEALANT · ALUM FRAME I'll MONOI..ITH ~LL CONSTRUCTION PRE-FAS CANOPY 5ECURED ElACK TO BUILDING AS REGlt? 6'1" MANUF !',RAP AIR BARRIER INTO OFENIN<S SNAP-IN CLOSURE ALUM FLASHING 5 HEADER DETAIL A2.I SC-ALE, I 1/2" = 1'-0" •-ALUMINUM FRAME 4 HEADER/ JAMB DETAIL A2.I SC.ALE, I 1/2" = 1'-0" CORNERElEAD 6 MIL POLY VAPOR ElARRIER i'-IRAPPED INTO RO '..J'SEAD - ALUM FRAME w/ / · ~ SNAP-IN C.L05URE I C ~ BACKER ROD 4 I . - 5EALANT EA SIDE . - . : EITTI].EITTI]. ~ L ____ _ 3 JAMB DETAIL (Hl6H) A2.I SC.AL.!:, I 1/2" = 1'-0" C.ORNER BEAD 6 MIL POLY VAPOR ElARRIER i"IRAFFED INTO RO ALUM FRAME y;/ SNAP-IN CLOSURE BACKER ROD 4 SEALANT EA SIDE SEE A4.2 FOR TYP l"iALL CONSTRUcTION 2 JAMB DETAIL· (LOY'!) A2.I SC-ALE, I 1/2" = l'-O" LINE OF ALUM JAMB-,--, BEYOND FLOOR FINISH SEE Al.2 &TONE FACADE BEYOND ·ALUM DOOR BOTTOM Sl"leEF ALUM THRESHOLD SET IN SEALANT l--,-_,l~:;:;:::i::i:,;li~---J-EXPANSION JOINT 4 .. < , AT EDGE OF SLAB, SEE STRUCTURAL • 4 . ~---.:.··--""-.s,~"'--"-· ...:.· '---' SILL DETAIL A2.I SC.ALE, I 1/2' = 1'-0" " · . ._.'/ 11 AHARONI AN & ASSOCIATES INC. ARCHITECTS 310 George Washington Highway Suite 100 Smithfield, Rhode Island 0 2 9 1 7 T 401-232-5010 f 401-232-5080 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT. REVISIONS ~ NUMBER REMARKS DATE . FOR CONSTRUCTION PROJECT TITLE -[ @@lu'dr~ijk~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON NORTHAMPTON, ROAD MA 01060 Hampshire County DRA\\1NG TITLE DOOR& STOREFRONT DETAILS DATE PROJ NO MAY 2S, 2018 1110S.OI DRAWN BY CHECKED BY SMC JB DRA\\1NG NUMBER A2.2 ' : 00 -0 N {.) z ~ {.) ~ <( <::I z <( z 0 a:: <( I <( © EXTERIOR F'INISH SC.He1'ULe -F'Re5H BREll'l CODE MA'!l;RIA!.. MANUF~'l1.l!'iER f"f<OtlUG. T NO Al'l-02 ALT Mi><INt> MATERIAL ARLON DD FRESH 6Reif'I MNING ec-01 ElOLLARD COVl::R IDEAL SHIELD l:lCl•CC-4-52-S ec-02 60LLAl'<P COVEi'!. IDEA!.. SHIELD l:lC:l-CC-t>-52-S CB-01 FIBEI':. CEMJ':NT OOAR!:> .JAMES HARDI:': 12' (10" EXFOSURE) I.AP Sl!:,ING SiDING • TI'tlM ElUIL.DIN:,, Pl'lODUCTS 'l=xnlRE, SMOOTH --··-·-· ---··-··· EIFS-01 !!IFS Dl'l'f'/!T SYSTl!MS DUD0-10·1020 ~--·- PT-0 PAINT f>HER!'ilN i"ilLLIAMS MATCH PANTON!; Pl-15 li>5C DD OR!\Nef PT-01 PAINT f>HERi"ilN i"ilLLIAMS 6'312 INV,TIN<!'> ;vols'( PT-02 PAINT f>HERl'ilM i"ilLLIA!vfe t,e,e,4 0!,5Tll>IA TE OR.ANGE ---···----.. ·--·-···----·-·--···· PT-0:l PAINT SHERi"ilM if'IILLIAMS 6140 MODERATE if'IHITE ··-···-" --···"'"·-·-·-··-- PT•04 PAl,IT SHERl!'ll,l if'IILLIAMS e,oq~ SAND DOLLAR PT-OS PAINT Slil:Rif'IIN if'IILLIAMS "1!!l6t, l:llTTl!lsSJ"iEeT STEM PT•Ot? PAINT SHERl'ilN if'IILLIAMS T124 CANOE PT-01 PAINT SHt:f<YllN if'IILLIAMS 611"! SMOKEY TOPAZ ·-·· ----· '''"'> ••••-• ""'0~"•-•-M">o --~---··-·-·"·--· -- PT-05 PAINT SHef<J'llN if'IILLIAMS t>o~e, JUTE 6RO)'IN ···-_ ....... ____ .. ___ - PT-O<; PAINT SHERi"ilN i"IILLIAMS 1/;0~1 STURDY 6ROl"iN PT-10 PAINT 5H!::Ri'ilN i"!ILLIAMS tO'IO JAVA PT·ll PAINT 5HERi"ilN if'IILLIAM5 hOtq FRCNCH ROAST PT•l:2 PAINT SHERY>III< i"ilLLIAMS e,ooe, SLACK !3EAN . ·------.. ··---··· PC-01 POY'U?ERCOAT OD ORANGE sv-01 STONE: VENEER El.PORADO STONE l'lUSTIC. Ll:O::,E S16N 5CHE1'ULE GTY' LOCATloN OVl:RAL.L. DIMENSIONS !.l:TrERS I I I Sl)ILDIN<:>, Nc>Rr!i i!>'-5/4"L X 1'-'! 5/lll>"lf x S''D 1'-911 H e,JILDIN<S, i'l!;ST f>'-9/4'L x '1'-q 5,111:>"f! x S'D l1-S11 H PYLON SIGN qi_s 9/411L X 4'-9 112·H X 511P II 1/2' H EX'J'EBIQR. ELEVATION .$ SITl; NOT1;5 I) CLEAN 4 Pl':.EP ALL SUl':.PACES AS RE<l1D PER PAINT MANIJF SPECIFICATIONS PRIOR TO PAINTll'l6. APPLY PAINT IN ST!slCT ACCORDANCE if'IITH FAINT MANIJF SPECIFICATIONS. AriNIN6 NOTE:i I) OPEN•ENRER Al"ININ@ GONSTRIJC.TION, MILL FINISH ALUMINUM FRAMl': COVERED l"!ITH VINYL Aif'ININ<,; FA9RIC. Al"!NIN6 FRA"1E TO BE FOl'!Del':. C.OAT PAINTED TO MATC.H Aif'ININ6, 5EMl•6LOSS FINISH. ENDS OF Aif'ININ<!7 ARE OPEN, EXPOSIN6 FRAM!;. 4 AV'ININ6 ELEVATIONS A9.I scAL.e, 1/4' = 1'-o' AREA :l'i.15 SF 2'1.1S SF - 405F PESCRIPTIONl!il:MAFIKS COL.OR, PL.AIN ORANe.E 4"1!'1 X 5:l"H OAANGE Sl.eeYE "1''1>'1 X t,O"H 01<.AN<SE SLEEVE PAINT Pel':. DESIGNATIONS ··- SEE ELEVATIONS FOR COLOR FiNlf>H, f>ATIN FINISH, E<!!,<SSH!!!L.L FINISH, a;i.oes ... ·---···--·----·"··-----· ·--·---· .. ··-·-··"•- FINISH, SATIN PiNISH, SATIH FINl!ltl, SATIN FINISH, $ATIN FINISH, SATIN ·-·----··-·---····-·"""°' FINISH, S.ATIN FINISH, SATIN FINl!ltl, SATIN FINISH, SAT!!< PINISH, SATIN ···-------~ .... _,_ PANTONE FMS 1/l>SC. DD ORANGE COL.OR, "CASCADE" ER,Oouc:r specs SEALANT ALL EXTE!slOf'!. C.ONDITIONS, TREMCO SPEC meM I, GENE!sAL PURPOSE, i-11,S,H-PERFORMANCE, UL TRA•LOl!'I MODUI.US, ONE-PA!"(T, MOISTUl':.E CURINl>, NON•STAINll'lo,, CONSTRUCTION GRADE. +100%/-50% JOINT MOVEMENT CAPABILITY IN EXTENSION AND CO~ION, ALL INTERIOR CONDITIONS EXCEPT "l'lET" AREAS, TREMCO TREMFLEX e,54 !!>ILICONIZl;;D ACRYLIC L.ATEX SEALANT; GENERA!.. PU!sPOSE, 11-!TERIOF!., ONE-PAF!.T, PAINTABL.e, PUl'le ACRYLIC LATEX SEALANT. +/• 12 ~% .JOINT MOVEMENT C.APABIL!TY. ALL INTERIOR "l"iET' LO<;;ATION5 (TOil.ET ROOMS, KITCHE::N, JANITO!"('S CLOSET, ~C), TREMCO Tl':.EMSIL 200; ONE-PART, ACETOXY SILICONE SEALANT, l"irilTE 4 CLEAF!. COi-OR AVAIL, COI-ITAIN!NG FUNGICIDE. !;lf:2 Dl':.YVIT OUT5ULATION X SYSTEM >'l/ EIMA CLAS5 PEl FINISH, POL 'r'MEI':. 6A$E, Nl=DIIJM TEXTURE, COLOR AS SPEC ON Dl"i<!'>S. REINFORC,IN:,,, STANDAl'!D IMPACT MESH <JI/ ALL LOCATIONS EXC!!!PT, Hl<S,i-1 IMPACT MESH FROM <!,ROUND TO 11i'·O' AElOVE Gl<Al:ll:l MIN CORNER MESH @ ALL CORNERS PAINT ALL PAINT MATI::RIALS SHALL. ElE THE FIRST LINE PRODUCT& OF SHERl"ilN if'IILI.IAMS OR BENJAMIN MOOFIE; SEE FAINT SPECS. SECONDARY PROOUCTS NOT 9FECIFIED ElY l>IAME AND l':EGUIRED FOR THE Joe, S'JCH AS 5i11:LLAC, THINNE!sS, PUTTY, ETC, SHALL ee THE '6!::ST <S,l<.ADe' OR "FIRST LINE" PRODUCTS OF A REPUTAl:lLI: MANUFACTURER. DD 6Bl;EN NOTES !) ZERO voe FAINT, ALL INTERIOR MLL PAINTS TO BE ZERO voe. PAINT -CONT INT.:--RIOR S'Jl':.FACES, STEEL • PRIMED, PRIMl': COAT, 1ST FINISH COAT, 2ND FINISH COAT, ACRYLIC LATEX ACRYLIC LATEX ACF!.YLIC LATEX GYP SD MLLS 4 CLGS,PRIME COAT, ACRYLIC LATEX ACRYLIC LA 'l=X AC!'tYLIC LA'l=X EXTERIOR 5UF<FA.CES, 1ST FINISH COAT, 2ND FINla\H COAT, STEeL -Sf-lOP PRIMED, PRIME COAT, ACRYLIC LATEX \\\Tl:!EL • <:>AL VANIZ<':D, ALUMINUM TlslM, Fee SIDING 4 TlslM, 1ST FINISH COAT, ALKYD ENAMl::l.. 2ND FINISH COAT, ALKYD ENAMl::l.. PFtlME COAT, 1ST FINISH COAT, 2ND FINISH COAT, P~ME COAT, 15T FINISH COAT, 2ND FINISH COAT, PRIME COAT, 1ST FINISH CO.",T, 2ND FINISH COAT, ZINC "-lCH PRIMe!R ALKYD l:NAMEL ALKYD l:NAMl:L ACRYLIC LA TEX ALKYD ENAMl::l.. AL!':YD 1:NAMl::l.. ACRYLIC LATEX AC!';Yl.lC LATEX ACRYLIC LA Tl:!X DD PORTION OF PYLON Sl:,,N l:lY DD a\l<!'>N VENDOR .; SHALL COMPLY if'I/ CURRENT DD IMAGE -40 SF I, 1 FUTU!sl; TENANT Sl<S,N -...._ 14 SF /EACH) - STEEL POLE, TYP GO TO PROVIDE l"OUNDATION~ AS l':.EGD, !:Lee STUl:l-UF 4 \ ALL RELATED ACCl::5SORIES \ PRIOR TO INSTALLATION FER TOTAL AREA= 'It> SF (MAX, 100 SF) MANUF F<EGUll'tl=MENTS -mr----------r',-,1,-'I.--+ ··[ RUN EL.EC T CONDUIT TO BI.D.5 VEl':.IFY SIZE >'l/ MANUF LOCATE PER CIVIL DAAJ"i!N,s,S Li.SHT FlxnlRE \ see El.e., TTF. \ \ Ck MONOLITH• Ck 6UILDING SIGN BlJILDiNe. Sl:,,N 6YI ~ SEES/AB.I TOP MONOLITH ,j,,, ,----...,,,--+---+,---.-.. --~-----'1TL .ED6E' --EL-=-20'-:Z" AF~ I Y1ALL SCONCE- SEE =1.s, TYP. I -.. n -~ ~ --------I F'T-0', I _ I -·--• -~ ·--. • • -' ----TOP COR!:!ICE (Hl<:>H) AO --i\J" ----EL• 111i'·1" AF~ ;_=~;~-,,-:~: ~ /~/r// I M~E/ I \ I..E!::£:!_J---I / 1-------1\-+-----+--------··-t· EIFS-01 PT•Oq I II ~ .. ···-······-··---+, ---------l----, Hl---------rr---~1-----------,-------r·:; 'o::._f, 1 1 . i 11 11 _ ~-_1D ---------STONE Vf:N!:E!s 11MONOLITH11 EIFS CORNICE -TTF ~ 51 !")ii 121-II 9 AB.I j / SUILDIN<!'> Sl:,,N BY DD VENDO!s 4 SHALL COMPLY l"ilTrl CURRENT DD IMA<SE, SEE SIM.I l 1 SU1LD1N6 516N DETAIL SCALE:, 1/4' " l'-0" /1\ \t';:V FCB I C6-0I 11--'= 1~:::··===--==-:W -! ~-f -L ·•····· .. •. . .. J:o!i~.I TRIM PT-OS I. l---+------1 'I, I (TYP) ---FCEl~~ SIDING~ (TYP} &TONI= f"'sv-oil-CAF ~ .....___ --- •-•Mo.,' ~••••"•"'""" •~••• Q ~ ... --'.· .": ~··-----·--1 I ~ I AL.liMiNUM STOREFF:.ONT SYSTEM J I 5EE A2.I METAL. i:D<Sf; Ck E!l!ILDING Sl<S,N BUILDING Sl6N BY DO VENDOl'l, I PT-oq~ Ck MONOLITH • !~~::;~~HI<!'>~ _____ ,--. _ ;-_ -·-, ";. ,~S/A6.I ~ EL. • 15'-i' AF ~ j EIFS·O!l l':IFS CO!';NICE I I PT-0'! I (TYP) ,..._ ·-+-1--·--, lf -.I-"---··· 1 ·---- ...J \.. -·- ...J rMLL SC.ONCE see El.5 (TYP) .. I I ,0 TOP C0"::11Ce (LOl'\i _ _ i>j ,,,,,. ·, _ , , / 'f' El. • 16'•11" AF ---_ _ _ -_, -_ . _ _ -, / / ,, i !Al'l-02 ALT! SEE 4/M.I 1! I r! ii ii ~ I 11, 'I, I 'I, ' 'I, --' . ' . -_l '""',!}' - -- 'I, , . ' .,-" --- . --s ' .I .--r::::"l . -,- / / / /I I I Lj ------- I 2 NOR.TH ELEVATION 1 Al I 1 "'""Al.."' I '4' = l'-0" '\. "~ _,._, '-' I' r Lie.HT FIXTURE, See Eil.S 1YP I / ·:; ~ . ,._ ,. :,e:; ~, _, --~ -- -l _ _,_:_= r I r, / STONI: ~/ ~ ---.: -11~~ -~ ~~------------...... -.... ---... _-__ -,-.-----.... -... -.@-_-__ .-__ -... -.... ~-.==----·-=~--==-... -@-.~-.. -... -.. --.. -,-_-.. -..... -.... -.-.. --... -. --~1 ....... -.. -.. -1 r·----=--.=--=---·---~---_--ii;;l~·=····=---=---•• -_-_-.. -=·-~----~--.-__ .-_--·-_= __ =_-..... --~1--/--.. -._:. __ :_::::::::::_~::::::::::::::::::::::::::::~_·-·-I ---------;ti~ . ~~ 'NONe::il.JTH" -~ • [R'~ ~~~·t,=;=;:::J====]e,i'!·-~e,f""====~~'· :=:;~J====Je,~•::j.e,~"'===-=-=i-=;~t==j ~--------~iii..-----------+-------·--·--···------------------1 (TYF) I PT-12 PRE-FAS MTL CANOPY I --.. ~ f . i _;, L-. ··t--2 -1----l i---------~'i--.,-1 1-------+---------------r-~-·-~·'""'" '-= -,, -1 -d-+_+-~:::~=="IAl'l-02==1J:=r::l s=EE==4=/A=s=.1=.:i, -1'------.. ____ .~I~=--=~= .. ~"-I 1_se ___ -::__-4-~"8==·-1 __ -rl=-+-_t..-=-.-__ :::_:::-... -.-_:; if-· ---.-.... -... -... -. _-... ---=----:=..-~· ... ·':. · .. -t_-=..._-_':1=~=-.-= .. = .... ~= .. == .. =-_-= .. = ... ~ .. ~= ... = ... :1=1=_=}_~i_=-_.:}K=_=_=_:i!~~~~r;;--=~-:eit_ij~}_=_:i_r_-_~---_-_-_-_-_-_-_-_-_~----~----:-~---'9 ~~:~Ne, -I-_:-'I, I[ ·-~ •• , ' 'I, 'I, I i---l 'I, II 'I, i,_' ---------+-------I 1----1----····-················--------,.,....---1 -. . I . . -. -· . ,--' -. ' . ->-· /, V , - I --'..: • I II !1-------"-1-----1 1-. -~ ~--1 F4 II_ 61,41' • -,- ~ -8_}-_,--- --- -··-t·-~t....l" --{.. __ -I ., ••. 'I, 'I, N_ -. ,-.:: \_ AI.UMINl/M-STOR.EFR.ONT SYSTEM SEE A2,I • TYP 11 11 hl -· --· . -· .... ·-·--.. --· ~ -····· ... . i ! -.!"··" ,.·,, • I I ....... . _ ~·4 . -1--i -~ ~ · ..J... -11 ~ ~ \ . -~ - ,. -·1 ! EXTEl':.IOR if'IALI. ART ./ t"· ! .. ·-· ·-·-------------1 .. _ ,~""'.""'::i:r', _________ I sv-01 j -·---r,-- I V'IE5T ELEVATION --------------------------------------------------------·----····-·----··------------------------------ AHARONI AN & ASSOCIATES INC. ARCHITECTS 310 George Washington Highway Suite 100 Smithfield, Rhod6 Island 0 2 9 1 7 T 401-232-5010 r 101-2J2-soso WWII.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SE'WICE ANO SHAlc REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OFiHE ARCHITECT. (]) KEYPLAN@B) REVISIONS 6 NUMBER REMARKS DATE FOR ONSTRUCTION PROJECT TITLE [ ®©itdr~nk~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON NORTHAMPTON, ROAD MA 01060 Hampshire County DRAWING TITLE EXTERIOR ELEV A TI ONS,. SCHEDULES & DTLS DATE PROJ NO MAY 25, 2018 11105.01 DRAWN BY CHECKED BY SMC J6 DRAWING NUMBER A3.1 ' co ~ 0 N (..) z (/) ~ <( (..) 0 (/) (/) <( ~ z <( z 0 a:: <( I <( © LADDER DETAIL f;CAJ..E, 1/4" = I '-0" ----··-------------- 5TEEL LADDER BRACKET PARAPET BEYOND PARAPET 6RAGKETIN<S SECURED TO 5TRUGTURE AS 5PEG 6Y LADDER JvlANUF 5TEEL LADDER SRACKET -TYP 2-1/211 X 5/811 STEEL PLATE \ \ ~ ;: ~ llJ ~ I!) -@ ~ I--2 N ~ I ~ ~ SEE SECTIONS FOR )'!ALL CON5TR 5TEEL 6AR RUN5 LADDER DETAIL f;CAJ..E, 1/4" = I '•O" (4\. '<32 j) "' EQ ::2 1-011 EQ ' I o o I ~ --·· ~ l N a !I! -' Iii !::! I° EJ ~ Cl ~is\ ~ ~ N 5/1:>"4' KNURLED 5TEEL 6AR RUN<SS ® 1211 oc N EJ ,- ~ 2x4 6LOGKIN5 -TYP A TOP MONOLITl-l 'lilf7 EL = 20•-:,n AF ~ TOP CORNICE (Hl<SH! - ..,A,.,.....,T=O_P CORNIGE (LO~--"'P l:L • Tt.'-11" AF A ElOT CANo_PY~--V EL = 10-C.011 AF A_1'0~ Y'IATERTA6':_E_ VEL = 6 1-011 AF I ...... . - ., r ' -- - " . ·' - ' ' ~ ~ - LADDER DETAIL f;CAJ..E, 1/4" = 1'-0" ---- EIFS GORNIGE EIFS-01\ (TYP) PT-~ I ' II II ..... ---- --~ ' ~ ~ ~ ~ -F-e 0 = II ~ ~ . I " ·' II -·' - E1 =r. -" >---\ " ' . -----i ~ -IL ~ n--::-, . >---\ ' r,-. -::::: "" ------ ' I . - ELECTRIC METER,_/ <SAS METER,_/ 5EE ELEC. Dl"l<S5 5EE PLUMBING Dl"l<S5 - - :12 - " / )= EIFS CORNIGE IEIF5-0l4 (TYP) I PT-0'! I )'!ALL 5GONCE --------··-----· I ----·\ -, I \ \ ...... ~ ') ~ --rr: ---- fl\. ~ \t::_43,' LADDER SEE 9, 44S/A9.2 ---··--··--.... ·-··------------··--·-----···--- ···-· ·-------· ----·------ -------------- \ \ \ \ I n r: -___ _j_ __ ·····- -~t ' 7 I ' / - - - TOP M~NOLITH I) a.= :201-911 AF ~ ---:1:0P CORNIC::'_ (Hl<SH) ,o EL = Je,'-i" AF 'I' _!OP CORNIC_I: (LOJ/'O ,o ---EL = !61-W AF 'q' ~G6-0IIF PT-05 I G6 TRIM (TYP) 1,)1 c-f I I -··- ~-·----] SOT CANOPY ,o EL = 10Co11 AF 'qlP - - ~ - . . ---····-···-~--~-------·· ' Cl I ' I :r I Cl I I ' .,-" ·' " ·' .I " .,-" ·' -.. ----. . . -! -----x=,, . --j -_·i;:::1. ·-r-1--~--r-1--=· -i--=· -j --- -' -----· . I " ·--=· I I / / :o _, / "' / ~ ' ' ' '----II I -'-'-'-r-1-. .. -~ - ' ,_Y'IALL PAGKj 5EE El.9 ~ / . • I '-H" - ' C6 IDIN<S ----------, Ge-01 IF PT-OS 5 (TYP) TONE GAP /,15V-OI! -____ TOP Y'IATE~TA6LE ,o EL := 6 1-0K AF q, ~ I SOUTH ELEVATION !;CALE, 1/4" = I '-O" 0\.. 0\.. /9\ ~4.1 \c:..o/ A~51M MTL ED5E ! PT-0'1 ! -I PT-OS I ---SCUPPER 4 DOl"lNSPOUTS EIFS CORNICE IEIF5-0J\ . -1)--j --"-. -r-i --'--' ·-r-i ------1 5V-OI I 5EE Al.4, TYP (TYP) I PT-0'! I r Y'IALL 5CONGE ------. \ / I---. _,. ____ ,,,_ ........ J ---. J -• , / / i PT-0'! i -. - -. - " " / METAL ED<SE .I . ' . . ---I -·rr --r.. . -r-i-_re ->---\ -I /iVT-OI! . -- -u I 1 I ------. ' --JvlTL CANOPY I -,r-l PT-12 I I Ii . " ·' .. " _,-" ·' (} ---/-I ~ .. ,~-~ ~ •• \;.-......J -~ ~ •• \l---,,1 -\ . . . -' II.. ~ ~ '1' . I -' I . . -, .. - - ---. -. l'I, ~ ,1,1 . -. -~FGEl ·' • ·' • TRIM -'I, -(TYP) J, 'I, 'I, -1-. ' -l"i -. ' . C6-0I I FGEl 0 ···--. --I PT-05 j51DIN<S T -Fi -F, -g . -......... ';J .'I, . --··----(TYP) ~ I 'I, I ' ..... ' I-5V-OI I --, -.,--' -.,--. 5TONE GAP -----II -·' -II -.l " -,, -·' -II -·' -II .1 -" --j sv-01 j --" r,-' .. " -' .. . ----. . . -. ----------~ ....i • ,--.:-a . ->---\ ' ' ,_ -' >---\ -" >---\ -' ' . -H ._ ~"""":)._ . -r-1-->---\ -. . -. . . '-' -. -. J . -. .J \ • -. ------- I \ I Ljec-021 L L \_ D/T l"llNDOl"l J D/T V'IINDOl"l J oR j ec-01 j SEE A2.I 5EE A2.I EAST ELEVATION A I.I !;CALE, 1/4" = 1 '•0" AHARONI AN & ASSOCIATES INC. ARCHITECTS .31 D George Washington Highway Suite 100 Smithfield, Rhode Island 0 2 9 7 T 401-232-5010 r 401-2J2-soao WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITIEN AUTHORIZATION OF THE ARCHITECT. KEYPLAN~ REVISIONS D NUMBER REMARKS DA TE FOR CONSTRUCTION PROJECT TITLE [ •dr~rnk~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND ROAD 55 DAMON NORTHAMPTON, MA 01060 Hampshire County DRAWING TITLE EXTERIOR ELEV A TI ONS & DETAILS DATE PROJ NO MAY 25, 2018 11105.01 DRAWN BY CHECKED BY SMC JS DRAWING NUMBER A3.2 ' CX) ~ 0 N () z V) I=! <( () 0 V) V) <( .:cl z <( z 0 0:: <( I <( g ------ ' 1 I I I I I I I .. SLOPE l/411 P/FOOT -----------------' _____ J_TWMONOLITH PLYl"IQQl2.d,._ j j EL = 20'·2" AFV I I I I I I I I I TRUSS SEARi~_ I _f EL = 12'-0" Af=V -~----1 ' I BOT D/T CANO..E:'!'...A_ ,----l'----" I EL= IO'•ll l/4"AFV I ', -----· n__, TOP STOREFRONT R.<2....L:li._ EL ;;;; '11-611 AF--V I I I I . I I@ I I I I I __ ----1--BOTD/T YSINPOl"I_~ j I EL• 3'-0" AFY I I I I =~~-~~"'="""'""""',.,.,.,."""'=""'"""'"="""~,...,,,.,,,,,,,,,,,,~"""''""'"""""""""~~,,,,.,,~ffTF~-------1---·---TOPS~_ ~ REF EL = O'-O"-V ,, .. ,. I E:L = 141:>.15' I I I I , ,•,-:.,·,.,,., I l J ----------------- 2 BUILDIN6 SECTION (JAIEST/EAST) Al .I S<;;ALE, 1/4" = l'-O" ------ SLOPE 1/411 P/FOOT -------------', _____ 11,-op LOl"IER PARAPE:T PLYY'IQ02..L!L EL = 16'-JI" AF ~.r I I l=t·-·--- 1 I I I I I I I I I i -..l.i...J_...JL_L_J.._.J._.Jjj _ _JL_L_J!L_Jl__..Jjj_...JL_L_~=..IL-4_...J! _ _JL.__L_.L_.JI.._.JL_..JI __ L._Jb._.Jb_db_....Ji._-J1=-lL-===..U...----··--·..J--11....-J1...-4""-....J1.! --_ -1---. _. TRUSS BEARIN<;,;. ~ ----------~-------I a-~~~ ~ SIM/OPP : I I I I I I I I I I I I l I ------ BUILDIN6 SECTION (NOR.TH/SOUTH) Al.I S<;;ALE, 1/4' = l'•O" I I I I I I I I :@ I I I I I ---1------TOP l"IATERTAB.!J;_r'. I I EL• 3'-0" AFV I I I I 1--------TOP SL6Br'. I REF E:L • O'-oi'V I I I I l J ------ EL = 141:>.15' .. .. " I .... 'f ,. r . I; . . AHARONIAN & ASSOCIATES INC. ARCHITECTS 310 George Washington Highway Suite 100 Smithfleld, Rhode Island 0 2 9 1 7 T 401-232-5010 F 401-232-5060 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITIEN AUTHORIZATION OF THE ARCHITECT. - . ' - .,I ·CD u- ~ ~ ---·· . . @ KEYPLAN~ REVISIONS !::,, NUMBER REMARKS DATE -" ~, ;;:ff:f.ic.D ARcq1.I: \';,'•J I /~11A.q~ it·::.:~ ~ii' 1'~ ,. v- 'I ,/ I o No. (~f!tv ., .· J\s:.: .r:u~!:f'.r. 5: ~l•\ ~:-::. \.,. fJ G~ ~ s;_·, ·(, ,.:::; t;• ~-\_". IYV ~ i\,>t· :-,... .._ cf1, "'~1.:,.-_n, of ,M.,,s . . . J FOR CONSTRUCTION PROJECT TITLE ~ ~---@ *),L~fiJt ii(;~ _ ;;tl ~,,t ~Iii ·,::i ''~ 1-~r,; ·, '' ,/o'·'« tr iin,i' ll ~ 111§ " . ~-l ii~ ·.,11~ .;1;, '-1~:, '.I} ~ • ";:) -[~dr~nk~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND ···· 55 DAMON ROAD. NORTHAMPTON, MA 01060 Hampshire County DRAWING TITLE BUILDING SECTIONS DATE PROJ NO MAY 25, 2018 lil05.0I DRAWN BY CHECKED BY AL JB DRAWING NUMBER A4. 1 ' ' U) ~ <( 0 0 U) U) <( o'8 z <( z 0 a:: <( I <( © 4:)TOF HI.Srl_EI". FA~PET FL. '.J'.l'lOOD ___ _ 'fl EL = 1e•-1u AF $ :~~;.:""~~G SEE 1/A4.2 SEE I/A4.2 L.IGHT FIXTURE (SEE El.SJ HUl".RICANE CL.IP AV>ININCS • SEE BIAS.I $ TOP s_:roREF~NT R.O. ------ EL= '1'-6' AF MONOLITH--_ BEYOND MULCH BED SEE SITE Dl"l<SS ,,... -:::::. + + ..... ' \ \ \ J ~--MEMBRANE ROOFIN<S SYS • SEE Al.4 ' ··: . . ... :~,. . . ' ·. ' 5/E>' YFBD \ I /\ fi0 ~ ... ~ .. '· . . . . . ·~ ,.·.,,, ., ..... ~·.· ··:.•·-~ .,· . . r-. ! . ,. ··~·· ~~· .. · .. ·-~·· .. ~ :' ~ _.; . • ..•. , ..... ·.:" : ·, ,: i : 1/2" FLYV>IOOD SHEATHIN<S 2x4 l'lOOD BRACIN<S @ 16" OC SLOP!: 1/411 F/FOOT 1 l'lOOD STl".APFINIS TY'P FLAT BQOE GQNS'J"BI.JCTIQN, MEMBRANE ROOF SYTEM -SEE Al.4 RIISID FOLYl50 IN5UL.ATION 1/2" FL. Yl'lOOD SHEA THINIS FRE-MANUFAGTURED l'lOOD Tf".USS DBL 2x& Pl.A TE -SUSPENDED CE!ILINIS SYSTEM REINF CONCRETE SLAB ON .SRADE SEE SI.I I D'.P ELQQR CONST, • ; :· 'l. :· • .• ••· . .. . ,.' .· . ·~· 2" RICSID PERIMETER INSUL. VEl".T (R-10) -·-REINF CONGRETE FNDN SEE 51.1 EAST v'IALL SECTION SCA!.E, S/4" = l'·O" ------------ ,,-------"~ / \ _ _ __ _ __ _ __ _ __ _ __ _ __ _ TOP MONOLITH FLYl'lO_qJ:>_di,._ \ / EL= 20·-2·AF'V \ 8 / ..._ :0 , ADHERED CONC MASONRY VENEER /+ 1 l'l/ MASONRY SEALER COAT -r-· MONOLITH PAAAPJ;T CQN$T, f-------------------------------·lo / + ' MORTAR SETTING BED /+ /' '·: NOMINAL~" SCRATCH COAT MEMBRANE l".OOFIN<S SYSTEM • SEE Al.4---- 1/2" FL. Yl"lOOD SHEATHING 2x4 i'lC>OD BRAGINCS " 16" OG TRUSSES SUFFORTIN<S POSTS TO BE DESIGNED FOR 500# UFLIFT AT POST 4X4 POST BLOCKED I'll 2X4 BETl'lEEN TRUSSES @ TOP ; BQT GHORDS i'lOOD STl".AFFINIS SIMPSON BC4 CAP/BAS!: L.vL BEAM BEYOND (SEE 51.2) DBL 2x& PLATE SUSPENDED CEIL.IN<& SYSTEM D"P FLAT BQQF ®NSJBL1uIIQN1 SEE Al.4 SL.OPE 1/4" F/FT FURRED OUT V>IALL @ D/T .. . D'.P FLQQR CONST, REINF CONCRETE SL.AB ON GRADE SEE SI.I :-. · ..... : . ,: ' -~ .... · .. : . .. ~ ' ~ .. 2" RIGID PERIMETER INSUL VEl".T (R-10) REINF CONCRETE FNDN SEE SI.I I I \ / ' + ? [j GALV EXPANDED METAL LATH +/ ,~ 2 LAYERS 15# FELT / : TYYEK AIR INFILTRATION BARRIER I·. 1/2" CDX PI..YV>IOOD SHEATHING 1n 2x4 l"lOOD STUDS ® 16" O.C. t.J 2x6 l"lOOD STUDS ® 16" OC I]] 1/2" CDX FL.YV>IOOD SHEATHING Q MEMBRANE ROOF -SEE Al.4 ![il H El B ·~ B :i c:::ro-11~1 '~ :OJ :0 ·GANOPt' BQQE GONSTR, MEMBRANE ROOFING SYSTEM -SEE Al.4 MIN I" TAPERED FOLYISO l".l<SID INSUL 5/E>" FLYi'lC>OD l".OOF DECK :2X!O @ :2411 OC.. VENTED FIBEI". CEMENT BOARD SOFFIT FANEL.S _________ ,,.,.---.......,._ _________ TRUSS BEA~ · m 1· . '\ EL .: 1.2'-0~ ~ ) l _ __ _ BOT Dl".IVE•THl".U CANOPY ~ '. ~ EL. = 10'•11 1/4" AF ..__....... , A5.I HURRIGANE CLIP __ _ __ _ __ _ __ _ __ _ __ _ __ _ TOP D/T V>IINDOl'l l"..O. Cl\ EL = ,q 1-611 AF V ALUMINUM STOREFRONT SEE A2.I ,_., B ----------DRIVE-THRU i"IINDOi"I UNIT _______________________ BOT D/T V>IINDOl'l RO. Cl\ MONOLITii riALL CONS• . EL = 61-011 p,r V ADHEl".ED CONC MASONl".Y VENEEI". l'l/ MASONRY SEALER COAT MOl".TAI". SETTING BED NOl"ilNAL ~" 9CAATCI, COAT GAL. V EXPANDED METAL. L.ATH 2 L.AYERS 15# FEL.T TYVEK AIR INFIL.TRATION BARRIER 1/2" CDX FLYV>IOOD SHEATHIN<S 2x4 l"lOOD STUDS ® 16" O.C. BATT INSULATION@ 2x4 V>IALL. 2x6 l"lOOD STUDS ® 16" OC. \ 1".-21 FG BATT INSULATION \ 6 MIL FOL. Y VAPOR BARRIER \ __ SEE Al.I FOR INTEF.IOR PARTITION $ l"lALL SUElSTRATE _ __ _ TOP SL,_,',El_A_ / REFEL=O~ ; :~ .. REINF CONCRETE FAD SEE A0.2 a c 14e.1s1 -:-2) :.:. > ::: i: ' . /" .. ~ :_ ;: •.... :":',;: .. ·.:· ·, . .• REINF CONC CUl".B r;/ 1/2' FMJF Ol> FOUNDATION (SEE SITE Dl'llSS) v'IEST v'IALL SECTION r2\ (@ DR.IVE/THR.U v'IINDOv'I) A4 I ' SCA.I l::ll 6/4" = 11-011 " ·~ ~ l'lOOD 5 PPINCS SUSPENDED GEILINIS SYSTEM AALK-IN·BOX SEE Kl.I D'.'.P FLOOR C.QNST, l CONCRETE SLAB ON GRADE SEE SI.I REINF CONCRETE FNDN SEE SI.I Si ,": ';.· '.:_?t): . .. -~ . ... • _q ...... :.:: ,._ •• -' • ': ~-D'.P PAAAEeI CQNSTR, FCB SIDING -SEE AS.I TNEK AIR INFILTRATION BARRIER 1/2" GDX PLYV>IOOD SHEATHING 2x6 l"lOOD STUDS " 16" OC 1/2" GDX Fl. Yl>'<OOD SHEATHING MEMBRANE ROOF -SEE Al.4 'D'.P YW.L CQNSTR I! :rw;,e;ee;, FGB SIDING -SEE AS.I TYYEK AIR INFILTRATION BARRIER 1/2" GDX PL Yi>'<OOD SHEATHING PRE•EN<SINl:El".ED l"lD ROOF TRUSS R-21 FG BATT INSUl.ATION 6 MIL. FOL Y VAPOR BARl".IER FCB SIDING -SEE AS.I TYVEK AIR INFILTRATION BARRIER 1/2" CDX FLYl"lOOD SHEATI-IING 2x6 l'lOOD STUDS Ol> 16" OC R•21 PG BATT INSULATION 6 MIL POLY VAPOR BARRIER SEE Al.I FOR INTERIOR l"lALL SUBSTRATE STONE \/ENEE8 riALL CONS'TR1 ADHERED CONC MASONRY VENEER r;/ MASONR'!" SEALER GOAT MORTAR SETTING Bl=D NOMINAL*" SCRATCH COAT <SALV EXP ANDED MET AL l.ATH 2 LAYERS 15# FELT TYYEK AIR INFILTRATION BARRIER 1/2" CDX FLYV>IOOD SHEATHINCS 2x& i'lOOD STUDS Ol> I&" OC R-21 FG BATT INSULATION 6 MIL POLY VAPOR BARRIER SEE Al.I FOR INTERIOR V>IALL SUBSTRATE REINF GONG SIDEV'lALK v,/ 1/2" PMJF Ol> FOUNDATION (SEE SITE Dl"l<SS) SOUTH v'IALL SEC Tl ON A4.J SC-ALE, S/4" = 1'-0" AHARONI AN & ASSOCIATES INC. ARCHITECTS .310 George Woshlngton Highway Suite 100 Smithfield, Rhode lslond 0 2 9 7 T 401-232-5010 F 401-232-5080 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR SY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRIITEN AUTHORIZATION OF THE ARCHITECT. CD ® KEYPLAN~ REVISIONS 6 NUMBER REMARKS DATE PROJECT TITLE [ ~drirnrk~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON NORTHAMPTON, ROAD MA 01060 Hampshire County DRA\\1NG TITLE WALL SECTIONS DATE PROJ NO MAY 25, 2018 11105.0I DRAl'IN BY CHECKED BY AL JB DRA\\1NG NUMBER A4.2 ' co ~ 0 N (.) z (/) ~ <t: (.) 0 (/) (/) <t: .:cl z <t: z 0 IY <t: :c <t: © /--.... ,~ f---------,-----------:<-/jp~~= \ ________ TOP MONOL.ITH FL. YY'lOOD iJl l \ I -/ E:L. C 201-211 AF V \ := / "1-'-+---11:r~.,;''--' ---MONOLITH PARAPET CONST, / 'D SEE :2/ A4.:2 /+ h / ... u /+ // ![3 1--------------------J,,. y !o MEMBRANE ROOFIN<S SYSTEM • see Al.4-------.,,, +/ '!•.~.·.=.· 1/.2" FL. YY'lOOD SHEATHING '- :2x4 Y'lOOD S11JDS @ 16" OC SL.OPE 1/4" F/FOOT 5/1)" GYP BD :o::e FLAT SQQF GQNSTRUGTIQN, SEE 9/A4 . .2 5USFENDl=D CEILING SYSTEM SEE SI.I f tl ta lo fil 1~ tB D UJ i[J ;;.:J;;>-11 :a 'o !~----l~t::l~Q~t:ll§:1176,llJl1?rtl..:2.?V:JAie,I,LJ.L.JC:.lQ21N~5iJT:,_, :a iD fil ;[] TFWSS BEARING iJl i~...........__ EL. = 1.2'·0" AF V C></:3:lt!if~ HURRICANE CL.IF i[m DBL 2xb PLATE r In FRE-FAB cANoFY P SECURED BACK TO SL/IL.DING . AS REGl'D BY MANUF '\. \ I --ALUMINUM STOREFRONT see A.2.1 REINF CONCRETEtrgL~~ ~1: ··1 // f-... -... -. ·:-:,: ·""· --,~-,,,---.-. ,-:---,-----,,-,,-,, .. -.-.. -:'.'1,-·1··-:-.'-.. -.-:::-''". "-,1r=. 'i-.-,..-. .L.L,...,.-.-:'"",-· -.. "" .. ~. ~.f------------REF:~~~-~~~ . • · .·· -:-• .. . ~ ' • .. .i4 EL :::: 14e."151 ~=-,""""" .... l REINF CONC SIDEY'lALK (SEE SITE DY'lGS/ EAST V\IALL SECTION (@ FRONT MONOLITH) Al.I $CALE, 6/4' = l'-0" AHARONI AN & ASSOCIATES INC. ARCHITECTS 310 George Waehtngton Highway Suite 100 Smlthfleld, Rhode Island 0 2 9 7 T 401·232-5010 r 40l-232-5oao WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT. CD KEYPLAN~ REVISIONS 6 NUMBER REMARKS DATE FOR CONSTRUCTION PROJECT TilLE [ ®©mdr~nkiiDM] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON NORTHAMPTON, ROAD MA 01060 Hampshire County DRAWING TITLE WALL SECTION DATE PROJ NO MAY 25, 2018 11105.01 DRAWN BY CHECKED BY AL J6 DRAWING NUMBER A4.3 00 -0 N 0 z I.I) w I- <( cJ 0 I.I) I.I) <( ~ z <( z 0 0::: <( :c: <( © R-21 FG BATT IN=!JLATION .2X4 WOOD STUDS @ 16'1 QC,, !' CDX Pl"ID SHEATHING -- 'l'NEK AIR INFILTRATION .BARRIER~ ,,,r, 2 LAYERS 15# FELT GALV EXPANDED METAL LATH SCRATCH COAT MORTAR SETTINI& BED ADHERED CONC. MASONRY VENl:ER L_,c__c;_;J -· 51:E Al.I FOR 5UB5TRATI: 6 MIL POLY VAPOR BARRIER ~~ s~ . ~Im H------+--1 --,---,, SIDINI& lx2 FC6 TRIM BACKER ROD 4 SEALANT CONC MASONRY VENE:ER CAP Ell:l-01'1 12 SUMP OUT DETAIL -HIGH Al.I SC.ALE, I 1/2" = l'-0" 2x4 l'IOOD 5TUD5 ® 16" OC !" CDX Fl'ID SHEATHING 'l'NEK AIR INFILTRATION BARRIER . - l ~· J: 1: 1: 1 -' :-'. . L.'..iJ\ I I Ii- SEE Al.I FOR e!J6STRATI: 6 MIL POLY VAPOR BARRIER +--'Is- ~" CDX Pl"IP 5HEATHINI& ______ 11 FULL'!' ADHl:lsl:D EPPM 2x6 l'IOOP 5TUD5 @ 16" OC ------ 2x4 sn,p ------ SEE 2/A4.2 5EE NOTl:S ON 2/ A4.2 / / + ; + / / +/ / LAP SPLICE I'</ SEALANT :-:11.---~N Ml:MBRANE DOl'IN BEHIND TRIM (LAP OVER 'l'NEK AIR INFILTRATION 6AARIEPJ 8 LJ G 5" ALUM EDl&E TRIM I'll CONT CLE:AT MONOLITH PARAPET DETAIL SCALE, I 1/2" = l'-O" CANDPr' ROOF C.ONSTRI.JG,TION I SEE 2/A4.2 SLOFI; . . ... ,. .:? ' { ,:f ,:{ ~ ,·( .:~ :f ' . . . ... ;; ·' LAP SPLICE w/ SEALANT ~N MEMBRANE DOl'IN BEHIND TRIM 5" ALUM ED6E TRIM w/ CONT CLEAT 2xl0 @ D/T CANOPY FRAMIN& -SEE: 51.2 lxl2 Fee TRIM ADHERED CONC MASONRY VENEER 2 LAYERS 15# FELT \_Fee 50FFIT P C.UT TO FIT ANEL5 GALV EXPANDED METAL LATH 5C.RATCH COAT MORT AR SETTING BED 11 BUMP OUT DETAIL -LO~ Al.I SC.ALE:, I 1/2" = l'-o" R-21 FG BATT INSULATION --t-tllfs;;,~:= 6 MIL POLY VAPOR BARRIER---+-+ !" C.DX Pl'ID 5HEATHING--t-+lilb=:-- 'l'NEK AIR INFILTRATION BARRIER--, FCEl SIDING 2x& l'IOOD STUDS @ 16" OC CONC MASONRY VENEER CAP · 6ELOl'I lx6 Fee TRIM ____ -r-5UB5TAATE -SEE Al.I 10 CORNER DETAIL -HIGH Al .I SCALE:, I 1/2" = l'-0" CANOPY END DETAIL SC.ALE:, I 1/2" • 11-0" 5EE 2/A4.2 ::IX ElLOCKINI& HURRICANE C.LIP 51:1: 2/M.:2 RUN MEMBRANE UP BEHIND STONE VENEER -6" MIN. SEALANT -TYF ; ,--GANOPY'. BQOE CQNSTRUc:rJON, 5EE :2/A4.2 · 2xl0 <> D/T CANOPY FRAMIN<S -SEE 51.2 SEALANT -TYF CANOPY CONNECTION DETAIL SC.ALE:, I 1/2" = l'-0" 51:1: 2/A4.2 6 MIL POL. Y VAPOR 6ARRIE:R --- R-21 Fe BATT INSULATION-..__,- !" CDX Fl'ID SHEATHIN<S--4.C...:. CONT 2x6 SILL. FLA Tl: ' CONT 2x6 PRESSURE TRl:ATED SILL PLATE~: ''MITE-OUT" COPPl:R TE:RMITE SHIELD/---.. ~; 2 LAYERS 15# FEL.T GALV EXPANDED METAL LATH I I MORTAR SETTING BED : i. I: ADHERED CONC MASONRY VENEER__/ 1 : 1: . 1 . :2xti V'IOOD STUDS @ 1611 OC. 5U6STAATE -5EE Al.I /~\ CORNER DETAIL -LO~ \Al.I ' SC.ALE, I 1/2" = l'-o" SILL SEALER BY HOHMANN 4 BARNARD CONCRETE SL.Ae, 51:1: STRUCTURAL Dl'IGS VAPOR BARRIER UNDER 5LA6 C.ONC.RETE FOUNDATION l'IALL, SEE STRUCTURAL Dl'IGS 2 11 RIGID PERIMETER INSUL. VERT (R-10/ 'h t -ANC.HOR SOL. TS ., " SEE S~CTIJRAL DRAl'IIN$5 REINF C.ONC. CURB SEE SITE DRAl'IIN<SS 1/211 FMJF -11r-:.c......_1--+.-- I • ,...-REINF CONC 5IDEl'IALK t, SEE: SITE DRAl'IIN<SS • ·" ' . .(} " i. •• ~ ~ALL BASE DETAIL SC.ALE, I 1/.:2" = l'-O" LAP SPLICE w/ SEALANT :2x4 PT l"ID EL.KG ON 1/2" PL Yl'ID FILLER ~N MEMBRANE DOl'IN BEHIND TRIM (I.AP OVER 'l'NEK A.LBJ + 611 ALUM EPGE Tf<.IM ---1 !'l/ CONT CLEAT S, ' :2 11 EIFS " + " 'l'NEK AIR INFILTRATION + BARRIER *" CDX Pl'ID SHEATHING - • 5EALANT -TYP-.J\'l ' lx2 FC.El TRIM ,,; 5111 2 Fee SIDIN<S + + " +" ,+ " " ,+ " !" CDX Pl'ID SHEATHINI& MEMBRANE ROOF SEE Al.4 -----2x6 l'IOOD STUDS ® 16" OC, -----2)<4 Sn.JD ---SEE NOTES ON 2/A4.2 4 HlcSHER PARAPET DETAIL A5.I SC.ALE:, I 1/2" = l'-0" !" CDX Pl"ID SHEATHING MEMBRANE ROOF SEE Al.4 2x4STUD-- rrEIGAL PABAEEI GON$.TRUc;::nON, SEE 1/A4.2 / / + / /+ ; / - L.AP SPLICE w/ SEAL.ANT 2x4 PT !'ID 6LK$ ON 1/2" PL. Yl'ID FILL.ER RUN MEMElRANE OOl'IN BEHIND TRIM (I.AP OVER 'l'NEK A.I.BJ 5" ALUM ED6E TRIM w/ CONT CLEAT 2'1 EIF5 /+ '+ liflltl·--1-'l'NEK AIR INFILTRATION BARRIER !" CDX Pl'ID SHEATHIN<S -lx2 FC.B TRIM ------FCB 51DIN<S LO~ER PARAPET DETAIL SC.ALE:, I 1/2" = I '-O" SEE I/A4.2 2x El-OC.KIN5 AT LOCATION OF STONE CAP AS REQUIRED El'!' MANUFACTURER SEE I/A4.2 PRE-FINISHED AL.UM APRON FLASHIN<S w/ HEMMED ED<SE SET IN SEALANT; COL.OR TO MATCH STONE -TYP ADHERED CONC MA50NR'l" VENEER CAP TO MATCH STONE VENEER BEL.01'1 AL.UM SUPPORT AN<SLE SECURED TO SHEATHING/6LOOC:ING TYP STONE CAP DETAIL riALL CONSIR/,JCTIOM• SEE 1/A4.2 SCALE:, I 1/2" = l'-0" CONT 2x6 SIL.L FL.ATE-......___ CONT 2x6 PRESSURE-......___ ......... TREATED SIL.L. PL.ATE ........_ ut-'IITE-oUr COPPER. ..... Tl:RMITE SHIELD/ SILL SEALER 6'!' HOHMANN 4 BARNARD CONC.RETE SLAB, SEE S~C.TURAL Dl'l5S VAPOR ElARRIER UNDER SL.AB $RAVEL. FILL 2" Rl<SID PERIMETER IN5UL. VERT (R-10) 1----REINF CONC. SIDEl'IALK SEE SITE DRAl'IIN<SS ANC.HOR 60L TS SEE S~CTURAL DRAl'IIN$5 CONC.RETE FOUNDATION, SEE STRUCTURAL DRAl'IIN55 ~ALL BASE DETAIL SC.ALE, I 1/2" = l'-0" AHARONI AN & ASSOCIATES INC. ARCHITECTS 310 George Woshtngton Highway Suite 100 Smithfield, Rhode Island 0 2 9 7 T 401-232-5010 F 401-232-5080 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS ANO SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE . EXPRESS WRIITEN AUTHORIZATION OF THE ARCHITECT. REVISIONS 6 NUMBER REMARKS DATE FOR CONSTRUCTION PROJECT TilLE [ @@litdr~~k~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON NORTHAMPTON, ROAD MA 01060 Hampshire County DRAWING TllLE DETAILS DATE PROJ NO MAY .25, .2018 11105.01 DRAWN BY CHECKED BY SMC JB DRAWING NUMBER A5.1 " 6 Al.I CX) ~ 0 N u z (/) w I-<( u 0 (/) (/) <C <:.:l z <( z 0 a:: <( I <C © p A PER TO i"IEL • so A Y L AL P DSPB oc DCP- "EMPLOYEES MUST l'lASH HANDS" SIGN - EXHAUST HOO~\ /~EE 4/A6.I FOR [ALUM EDGE TRIM@ Y'IALL IFRP-01!, FRP-01.J, DASHED FOR CLARITY TILE PATTERN TILE EDCS.E (SEE Al.I) -TYP , \ , • - I \ I r \ I ,\ /, I ' \ I ~ r I \ I ~ 1\ --1~ ..;,:: -1.._ l1F ----:~~ -- \ I / -,r D~ B \ I / '°"''"''' "" ""'" ,. ,.,,-,,,,_,.,,, ,,,,,,,, .,, '"" '"" "'' ., OPEN -; -/ I= z BEYOND j_ / ' ' r I!) ·'---!--,a ,- ,@) E--·-· . ·-·----~----·-··-· i --' 9~ I \ ,= ~ I , a 1§= I \ / 1--1Fl= oll C) :::, "" I~ " "" -91-tli Cl~ I \ I 11 I _,_ ~ I \ II ILJ " I "'!2 -I -' I-" ~ =I Ill 2 I I \ " i-f--I I ,-: -f ------- -----------I \ " I r ' I \, I I 1[1 I ! I I I I I I I I I -I I •I I I l I I l " I I I I ! I I I I II I I I •• I I I I I I 11 1 I I ! l I I I i I l I I ! I I I I I I • I PRE-FAB_J @bl 1 ""6-02 j_/ SANDl"IHICH STATION, SEE !<I.I (@J [@] (@J I ""6-02 f-l l'lALK-IN BOX -l ""6-021 ' IFRP-OI\- i < \ I i I I I ! I I ! I \ ® SODA COOLER_\, ® UST HOOD-EXHA DASHl:D FOR /~EE 4/A6.I FOR CLARITY TILE PATTERN -I- f--- --··-- -,-- ' :,.,.q, ·:1 ,, '/i ' " -" " -----r " / ------'-/ OPEN ~-BEYOND ----~ / '-----/ ' +---·-· / .,x / I I I I ""6-02 \_, SE:E 4/A6.I FOR TILE: PATTERN SERVICE / " --- / / " " I , - ' ------- ------ i I IS SERVICE AREA/ ·BACKROOM ELEVATION 12 AREA ELEVATION c&. MENU BOARD ~·-1ob" rSEE 4/At>,I FOR l-------------l------,:;;i"IC=-=O=i_h=-!-----,1,'../,, r_P_A_P_ER_To_l"IE_L_• _s_o_AP-,DISP BY LOCAL DCP / TILE PATTERN "EMPLOYEES MUST l'lASH HANDS" SICS.N llc=Jli /jg I I j I I• Im: I I 11 [11ml , I 111> 11 I I I I I I I 1111 I I H ! ll ' I I I I I I 1 1 ""6-o:i I_; @ @ c@J G c@J ------1'--1 ----f--- ··---··· .. ---· ~ I --'::::-: -__ 1-- 111 I-------1--:-f---§1 -II ~1>~- 'I, 'I F, 'I, 'I, I I I I I UI I I I I I i I ii! I i' I • I MILLl-'IORK 4 EGUIP_j DASHED FOR CLARITY - COUNTERS NOT SHOl-'IN I I i I I I •I 111 I I r ALUM EDCS.E TRIM ® i"IALL / TILE LIMIT (SEE Al.I) -TYP --···-· ' -' '-1 , I I I l I I I I l I I ® r---7 ~ D v ' " / 1-->, LL- 11 I I ! I ! Al. I SCALE, 1/4" = 1 '•0" ,---,---r--r-- Li Li Li Li \~~I/- I I I i I I I\ V/1 I I I I I I -El-EC PANl:LS, Sl:E E:LEC. Di"lcs.S IFRP-01!- ' .. , ' I ""6-02 : I / Al.I JFRP-011- - ' -- I ' ' ' ' c@l~ DESK SIM TO- ~410/A6.2 SCALE, 1/4" = 1'·0" IFRP•Oif- --- '7 ~ D ,::,_ lL , I TI ' i "T-" @ \.j ""6-021 11 SERVICE AREA/ BACKROOM ELEVATION 10 BACK ROOM ELEVATION Al. I SCA!.e, 1/4" = 11-011 Al.I 5vALE, 1/4" = l'-o" IFRP-011-i I FRP-0!.J-i l • / / / " / / /(102} / ~ '" ... ~ _,,,_,,,, __ -'"-""" ---- " " " .r " ' I " I -· ' \_i"IALK-IN \_PRE-FAB c@l @ I Y'IB-02 I-' 0 -BOX D OR l'lAI-K IN BOX BACK ROOM ELEVATION ALUM 1:DCS.I: TRIM @ l'lALL ~ TILE EDCS.E (SEE Al.I) -TYP '-.._ " " ' I PT-14 .J, l SCALE, 1/4" = l'-O" i"IOOD TRIMI ST-0 fl\ f;'\ !:A SIDE ST-o4 ' Al.I / ,TY MOUNTED TO I v-lT-10 I, "--.-" Y'IALL. SE:E AI.B 4 !:I.I I TFJ=j' · ] 1=1,:11 ----·--· -- = :::t--· - ' -E~ OR FIREPLAC DASHED F CLAR SEE A 6/A ITY I.I 4 6.1 I I " I i: I I I I F4 I I I ' _, - I ,11 I I I • I I ST-10 I-' GI ""6-01 I ""6-02 V J ""6-01 :1-~/-~/ ST-10 f--Lf'IRl:PLAC,1: -SEE Al.I. SERVICE AREA/ SALES AREA/ DINING ROOM ELEVATION 5vALE, 1/4" = l'-O" r===111===111===111===, 11 111 Iii Iii 11 L===~L===-IL===~il ===~ z ,-------------= l!l--- I 9 in 11-----------------·-d.) 2.---------, C:<.>11 • 51-c::i n EC ·1---------.'.l i r -··--·1 I I 11 I ~ •I 1 1eq2E 1 I I I I I..'.:: . -'.:: / / / / //(105) ' ... " " " ,11 " "~ MILLl-'IORK KNEEl-'IALL SEE l'lALL FINISH_/ SCHEDULE FOR PLAM TYPES (PL) 4 COUNTERTOPS (SSX) I ""6-01V 3 SALES AREA/ ALCOVE ELEVATION Al.I sc.ALe, 1/4" = 1'-o" FRP-01 IFRP·Olf-JFRP-olj-IFRP-01!- .-------..... " / " / " \$, I " / " I \ I \ " / ' I 104 \ " / " " / " I \ I \ OPEN ea,(109)) I I BEYOND I ' / " / \ I \ I / " / / " / \ I \ I / " ' \ I \ I / " I/ I - , ' .. ' • ' I \I • / " ' ""6-02 I Y'IB-02 I_; I l"IB-02 y 1 ""6-02V 8 BACK ROOM ELEVATION 1 BACK ROOM ELEVATION Al .I SCALE, 1/4" = l'-O" Al.I SCALE, 1/4" = I '•O" l'lALL. = I PT-15 .h I PT-15 .h I PT-IS j1 c&. ART PANEL I PT-14 h / ALUM EDGE TRIM @ l'lALL TILE EDCS.E (SEE Al.I) -TYP • • 2' 6" ,,_ Ii ,!' ,I' D ,I' ,, ~--···-·-· 111 'I, 'I, 'I, / / ~ F4 / TYP /.. /19\ / (loe,) ~@= Fq Y::,63) " --·· .. ····-· -·----------. ---" ..J ,!' " ,11 ,11 \ !1 1! I ,. I I ! • I I ', a "' _, 1' 'I, (() 11, 1, ,. • .. f-•• -- I, !, 'I, -·-·------. . ··---~ --- ------- ' . '"' El ----·· . - I ~€ n __ , ___ "t=t ··~··· -. H--1 , -------''1 I I e ~ i--------1' 'I, Ii J I fl I---=j-----11 I i1 I I I ~ --""" ~ '!, ---------_, ~ , . - - I m--01 I ,, .. ,., ............... TILE i"IOR K POINT, BELOl-'I (2) ROl-'IS SOFFIT ' ·'" ,, ~ I -r v-lT-01 I ----r::--" ----~, __ -11 --"I ~ IJ I " I I Y'IB-01V I ""6-01 1J I Y'IB-01 I_; ~coMMUNITY I ""6-02 \_ v-lRAP TILE 1'16-021 TABLE INTO JAMB 5 DINING ROOM ELEVATION 4 RI< ·~ MILL.i"IO DASHl:D FOR CLARITY -TYP (TYP ® TIL.E) SERVICE AREA ELEVATION DINING ROOM SALES AREA Al.I 5vALE, 1/4" = 1'-0" Al.I 5vALE, 1/4" = l'·O" r 616N -11MEN~ OR 11~0MEN1' PROVIDED~ ,-----+-~ BY DCS.5 4 INSTALLE:D BY CS.C ". I • J PT-14 J .---. -""'-------, ===:;i:::;;i GRADE 2 BRAILLE ADA -""' I / le' ROOM IDENTIFICATION ~ le" ' / '!" SIGN MTD ® LATCH 1m ~' SIDI: OF DOOR "" ~ /( 106) I IRJ BOT OF BRAILLE l_ '- I/ (101)' 1,, ... ~i ~ // " <1· / I' '-, '<t 2 // .. ,~,--,-,--,:,, 11 'I,. I l l.1 i ---"~-' .... ~ .. :~ .... t:S ':'.'=S';c•:lk/~ _ _JUL\1;:::=S:'c ,::r,=il'.:::===::::::==;:::-!;:!~fc::-r::-:r::-':::!c::-r::-:r;=;=~'~7,,~ ·:::i-::·-::-i:::,-::1.l--, ::-:r::-':::!c::-r::-:r~:llL _ _::1::::::::==::::'J Y'IB-01 I I ""6-0111' Y PT-14 j j PT-oe. j I v-lB-01 j_/ - PT-15 _J-i PT-15 .h • ID i] ,: I 'I, / / §1 / /.. /(loe) D " " ,I' " " ,I' \ I ' • ,I ,I' ,I' I a i= • • ALCOVE 2 ELEVATION SALES AREA/ ALCOVE ELEVATION Al.I SCALE, 1/4" = l'-0" Al.I SCALE, 1/4" = 1'-o" AHARONIAN & ASSOCIATES INC, ARCHITECTS 310 George Washington Highway Suite 100 smrthfield, Rhode Island 0 2 9 1 7 T 401-232-5010 f 401-232-5080 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOTTO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITIEN AUTHORIZATION OF THE ARCHITECT. REVISIONS l::,. NUMBER REMARKS DAlE I FOR tfONSTRUCTION PROJECT TITLE [•dr~n~~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON ROAD NORTHAMPTON, MA 01060 Hampshire County DRAWING TITLE INTERIOR ELEVATIONS DAlE PROJ NO MAY 25, 2018 11105.01 DRAWN BY CHECKED BY 5MC. JB DRAWING NUMBER A6.1 ' co ~ 0 N () z ~ <( () 0 (J) (J) <( ~ z <( z 0 I)'.: <( :c <( © lxx-xxl l"IALL FINISH SCHEDULE -FRESH 6RE~ "C..APPUCC..INO BLEND" IMA(SoE GODE MATERIAL MANUFAG11JRER FRP-01 Fl13ERGLASS MARLITE REINFORCED PANEI..S - FRP-01 ALT Fl13ERGLASS CRANE KEMLITE REINFORCED PANEI..S FRP-02 Al..1 Fl13ERGLASS PANOLAM REINFORCED PANELS <&•02 <&ROUT CUSTOM 13UILDIN<& PRODUCTS <&·OS GROUT CUSTOM 13UILDIN<& PRODUCTS PL-02 PLASTIC LAMINATE FORMICA PL-OS PLASTIC LAMINATE FORMICA PL-OB PLASTIC LAMINATE FORMICA PL-0'1 PLASTIC LAMINATE FORMICA - PT-02 PAINT SHERl'l!N 1'111..1..IAMS PT-O(;, PAINT SHE:Ri'IIN l'IILI..IAMS PT-14 PAINT SHE:Ri'IIN J"IILLIAMS PT-15 PAINT SHE:Ri'IIN J"IILLIAMS SSX-05 SOLID SURFACE: CAE:SARSTONE ST-0 POL '!'URETHANE: SHERl-'IIN 1"111..1..IAMS ST-04 STAIN SHERl-'IIN 1"111..1..IAMS ST-10 STONE HE:ARTH Tl3D 1"113cOI CE:RAMIC TILE: 1"113-02 TII..E COVE 13ASE l"IC-01 i'IALL COVERING, APA COI..OR GRAPHICS l"IC-01 i'IALL COVERING, APA COLOR GRAPHICS m-01 J"IAI..I.. TII..E DAI..TII..E: . l"IT-05 J"IAI..I.. TII..E DAI..TII..E l'IT-04 J"IALL TILE DAI..TII..E: m-os J"IAI..I.. TII..E DAI..TII..I= m-10 l'IAI..I.. TII..E: T6D PRODUCT NUMEIER DE;;GRIFTION PIOO 1~HlTE11 es 11li'IHITE11 CLASSIC COLLECTION ai"IHITI::1' 11955 "ALAl3A5TER" 11Se2 ''13oNE" 45C1-5e 11BR!GHT JlllHITE11 MATTE FINISH <10<1-se "13LACK" MATTE FINISH 6806 '1\AJ.EDGE 5TRAND11 B'l'I-Se "DE:SE:RT TAN" t,e,e,4 'Ol35TINATE: ORAN<&E:" FINl5H, SATIN 11.24 11C:.ANOE11 FINl5H, SATIN t,94e, 'RE:YNARD" FINl5H, SATIN f>E:>42 'RHUMl3A ORANGE:" FINl5H, SATIN #(;,550 "CHOCOLATE: TRUFFLE:" At,e, SE:RIE:S 9 COATS OVER STAIN #S'IE>l-001oe,14 "1"11:ATHERED TE:AK" 119194 Tl3D see Al.2 FRESH 13RE:l"I TE:XT FRESH 13RE:J"I TAN MUTED 1..E:TTERS E:1..E:VARE E:L41 "CRATE:R" 41'Xl611; USE GROUT G-02 G10'11441P OR GIO'l15f>MODIP B11Xb11; USE GROUT G-OB "ORANGE 13URST' E:LE:V ARE E:L42 'SAND" GI..ASS REFLE:CTION5 GRl'I 1'ROOT6EER11 Tl3D 4"XI(;,", use <&ROUT G-05 8l!X611; USE GROUT 5-02 2"X411; USE 6ROUT TED IX MAPLE CAP I'll 1/4" OVERHANG --~~~~~~~..-?-_.--EASED EDGE: " " " l\1' \\.\l\l\l 5T·O ST•04 MAPLE l'lOOD CAF 13'!' MILl..i"IORK SUFFLll:R -----/ " / \ I \ I 1 I , >< y I \ : X :· / '-I I ; / -MAPLE l'lOOD CORNER ~ GUARDS j sT-0 jsT-041 " ,I J..i/ , I'!·• :. I 'H j I I ,. , - · I I \ CHAIR RAIi.. A5 SHOl'IN, -t: I I , \ 51:1: 15/A(;,,I :: '· ., I I': \ I I ' \ >------1:FT-ot,,:1-----a .. I I .~ IX5 MAPI..E TRIM (2) 2X4 Fl.A TE 2 CM POLISHl:D STONE: CAF I'll 1/4" OVERHANG ¢ EASED EDGE: IX5 MAPI..I: TRIM REMARKS 130H/KITCHEN AREAS NOT IN PIJ131..IC VIEi-'! 130H/KITCHEN AREAS NOT IN PIJ13LIC VIEi-'! 130H/KITCHEN AREAS NOT IN PIJ13LIC VIEi-'! USE IN SERVICE AREA USE IN RESTROOMS USED @ FRONT LINE Mll..1..l"IORK SERVICE SIDE USED @ 13ACK SIDES OF REMOVA13LE PANE:LS @ FRONT LINE: MILLl'IORK USE:D @ FRONT LINE Mll..1..l"IORK 4 CONDIMENT STATION FRONT LINE MILLl'IORK HEADE:R/ SHROUD FINISH 4 CONDIME:NT ACCE:NT DOOR FRAMES 1..01'1 l-'IAl..1..5 4 RESTROOMS i'IAl..1..5 J"IAI..L5 MILLl'IORK $ CONDIMENT COUNTE:RTOP Tl3D 13'!' OViNER use" MENU BOARD SOFFIT SE:RVICE: AREA RESTROOM ACCE:NT 13AND RESTROOM SE:RVICE: AREA ACCE:NT TILE: Tl3D 13'!' OJ"INER ViALL FINISH SCHEDULE NOTES 1/ THIS IN5TAI..I..ATION SHAI..I.. 13E CONSTRUCTED IN ACCORDANCE l'IITH THE 'FRESH 13REl'I • CAPPIJCCINO 13LEND" IMAGE :2/ 0 EQUIPMENT TA6 SEE EGIUIPMENT SCHEDULE 9) 13ACK ROOM AND OFFICE SHAI..L RECEIVE FRP-01 J"I/ 1"113·2 13ASE. TYP@ PT•IS h VESTl13ULE j D / ' . I I ' 11§ I "- (2) S 5/811x20 GA METAL PLATE Al.I.. SIDE'S ':11 I . .>. I I •: . I I ' •I SEE Al.I FOR _ __, I I PARTITION n'FE , I I ,, OPTIONAL STONE CAP - I I /(loo) ' ' ' '- ' Io. ' I RR 6BEEN NOTES I) ZERO voe PAINT, Al.I.. INTERIOR l'IAI..L PAINTS TO 13E ZERO voe. TOILET ACCESSORY SCHEDULE ITEM I 2 9 4 5 e, 1 8 'i 10 DESCRIPTION MANUFACTURER REAR 6RAl3 13AR ASI SIDE 6RAl3 13AR ASI TOILET PAPER HOI..DER. KC PROFESSIONAi.. COAT HOOK ASI SOAP DISPENSER KAY .CHEMICAL COMPANY AUTOMATIC HAND DRYER EXCEL DRYEF!. MIRROR (18"x90"/ ASI TRASH RECEPTACLE ASI 13Al3Y CHAN51N<& STATION ASI SAN NAPKIN DISPOSAi.. ASI NOTE, FASTEN CHAIR RAil TO STUDS, FROVIDI: 13LOCKING AS REGl'D. ~~ FINISH NAIL@ ENDS~ MITTER ENDS 4 COPE: BACK 6::h. AS REG'D FOR FINISHED ENDS 5/8" <&YP ST-0 ST-04 IX4 MAPLE TRIM J"I/ 1/4" 13EVELED EDGE 1/8" REVEAL l=ASl=D ED<&E I, EXTERIOR I '1 l'iALI.. CONSTR!JCT_{- IS CHAIR RAIL DETAIL Ab.I SCALE, I 1/:2" = 1'-o" / / / / / MODEL NUM13ER MT<& HEl<&HT REMARKS SiOl-42P 4211 L6 56" TOP OF UNIT I 1/2" PIA, FSSNeD 6RIP, POl..ll*feD e-lDS SiOl-4:lP 4:2 11 L6 96" TOP OF UNIT I 1/2" PIA, PEENEO 6RIP, POLISHED ENi::>S - 0'1551 20" l30T OF UNIT SURFACE MOUNTED 0151 48" AF MTD ON DOOR DERMA FOAM E 42" TO CONTROlS SEE NATIONAL ACCOUNTS XL-131'1 42" TO CONTROLS SEE NATIONAL ACCOUNTS Of>20-24Sf> 40" BOT OF MIRROR 04Se 41 11 -4511 AF TO OPNcS ·-- 'iOl:l HORIZONTAi.. 21' 130T UNIT 0852 24" TOP OF UNIT l'IOMENS ROOM ONI.. Y TOILET ACC..ESSOR)' SCHEDUU: NOTES I/ MOUNT ALL TOILE:T ACCESSORIES IN STRICT ACCORDANCE I'll THE AMERICAN Dl5Al311..1TIES ACT AND MA ARCHITE:CTURAL ACCESS RE<&ULATION5, 521 CMR CURRENT EDITION. 2) PROVIDE ANCHORS AS REGID FOR MOUNTIN<& Al.I.. ACCESSORIES. 9/ <&C TO FIELD VERIFY ALL SIZES 4 DIMENSIONS. 4/ TOILET TISSUE AND PAPER TOl"il:L DISPENSERS SUPPI..IED 13'!' 1..0CAI.. DCP AND INSTALLED 13Y <SC. 5/ ALL HAND DRYERS TO 13E PURCHASED VIA NATIONAi.. ACCOUNTS -Al.I.. PRYER COVERS SHOULD HAVE THE DUNKIN' DONUTS L060, l'IITH THE 13RAND APPROVED GREEN MESSAGING 13EI..Ol"i IT. FRP-01 l'IHITE MELAMINE SHELVES I'll 13RACKETS ON STANDARDS TYP 9/4" FL Yl'IOOD DESKTOP 4 13ACK5PlASH v,;/ Pl.AM FINISH I Pl..-021 / (109)_ ------I 1/2' PINE NOSIN6 ', I PX-50 I '-ANGLED Pl Yl'IOOD <> '> .2 1-011 6UFPORT -1 I \I I Pl..-02 I -· I N I I ' I I . -1---ll~l"ie~-0~111----11 I I 1"113-01 I TYP@ VESTll3ULI: NOTE:, Mll..l..l'IORK IN OFFIC~ ~ SHELVIN§ HARDl"IARE 5FEC5 PROVIDED 19'!' <SC I 1'113-021_...-------KNAPE 4 VOGT #IW-lf> Hl=AVY DUTY ADJ KNIFE 13RACKETS KNAPE¢ Va<&T #e,o STANDARDS FINISH, 5TE:EL v,;/ ANOGHROME FIN Al.I.. SIDES (1 ! ! ·· ,,,i :0 <, ' END CAP ELEVATION --.:::i~lc I CORE DRILL CONC FLR AS REGP · , r'- TO PROVIDE ::!" FIFE TO 13E SET IN HIGH STRl:NGTH MORTAR" 4e" oc SECTION (FOR STRAIGHT RUNS) 12 KNEE-~ALL DETAIL Ab.I SCAJ..e, I 1/:2" = l'·O" -'EMPLOYEES MUST J"IASH HANDS" Sl<&N~-~ i"""'E"'""i"'~"""""i""""-':'t""""'~1I l'IT ·09 j -f--------- !--• • -4, .. ,2" -----·-----F-ll'IT•041 ---lll--01·~.--~- ---G) ,,....,117-\ -----®--. ''-:,-11.V .~.::~.:::: :~.--f--: l'IT•OS j -·· ·-·-·-·-·--· u-----• 1----1--==+···_···-_·-+·-_···-_--·t--·---·---IE=f-'""f--\: l'IT-04 I -f--------· -- -1------1---/ (->::= FINISHES TYP MEN'S 8 ELEVATION Al .I SCAI..E, 1/4" = l'-0' AI..L J"IALLS ® RESTROOMS 1 Al.I ~,. '..!.: :::::':::" '. ' I-- --------1 I~ -2)-----:- ~ ~ I ---+ ! -;re;,;,:,: ., " ., .. !, ,, " ~: ,,,;= .. :. ·" "'" :. f---4· -__ , @ li=;==i==:+'I I ..... J ' - -\....,. 11"7111:; J•-=,c:~,d:: ,::::l::=J:11 I MEN 1S ELEVATION SCALE, 1/4" = l'-0" MEN'S 6 ELEVATION Al .I SCAI..E, 1/4" = l'-O" -------- ---------------- ..-.i -.n;-CI::;- "· ® _ Ir l=:':J==:i::::==i'=il ~~11to;;-I----PROTE:C TIVE PIPE 11 VESTIBULE ELEVATION A I. I SCA!..!:, 1/4" = I '·O" -"EMPLOYEES MUST J"IASH HANDS" Sl<&N -----------+-- ------------------ -rl-5 - ~ COVERS FOR ALL ::::='=:::·_···-_-:-_-_:;:---=: EXPOSED PIPIN<& AT .. -----n--·-----------. :::7 1: .... HAND SINK MEN'S 5 ELEVATION Al.I SCAI..E, 1/4" = l'-0' 4 I'-(;," 1L1 '-t,~+- ~OMEN 1S ELEVATION Al.I sc.At..e, 1/4" = 1'-o" OFFICE 10 ELEVATION Al .I SC.ALI:, 1/4" = l'-O" . ·-. ' ------··-----~ --~----' ------ ---(,2)· --- 1--= ···--,_ @D / / ,- -- ~·-I@ 0--~1 - ___ , __ _ --- / J / '-' ' ' l==t-==l==t==t::..:.:.:_ -- ~OMEN 1S ~OMEN'S S ELEVATION 2 ELEVATION Al.I SCALE, 1/4" = l'-0" Al.I SCALE, 1/4" " 1'-o" Al.I -------------· -- ' / OFFICE ELEVATION Al.I SC.Al.la, 1/4" = 1'-0" ". i-- -· ' --; --j----I l"IT-041 ' --........ i . """"'"'"-------- " """ _, --@ I l'IT-09 \ '- -C ----· -r--r-m: ' -c - -----Os PROTE:CTIVE PIPE COVERS FOR ALI.. EXPOSED FIFING AT HAND SINK "-~ FINISHES TYP ~ ALL J"IAl..1..5@ RESTROOMS ~OMEN 1S ELEVATION SC.ALI:, 1/4" = 1'·0" ------~ AHARONI AN & ASSOCIATES INC. ARCHITECTS 310 George Washington H!ghway Suite 100 Smithfield, Rhode Island 0 2 9 7 T 401·232-5010 F 401-232-5060 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS DR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITIEN AUTHORIZATION OF THE ARCHITECT, REVISIONS ~ NUMBER REMARKS DATE FOR CONSTRUCTION PROJECT TITLE [~drink~] PC# 357276 F'RESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON NORTHAMPTON, ROAD MA 01060 Hampshire County DRAWING TITLE IN'I ERIOR ELEVATIONS, SCHEDUIBS & DET AllS DATE PROJ NO MAY 25, 2018 11105.01 DRAWN BY CHECKED BY SMC. JB DRAWING NUMBER A6.2 --· _ .. ______ ____:;,,_,, _________ ~----- ' CXl ~ 0 N () z (J) w 1-- <( 0 0 (J) (J) <( <!/l z <( z 0 Cl'.'. <( :c <( © DRAIN TROUISH 1"1/- LOUVERED TOP L IOIGJ ® l'm=~=t1:t - - - -_"'_-_-_"'_"'~"'-··--cf': @ : ----------I I I ' IOIH ® DRAIN TROUISH 1"1/j SELOJ.'I <l'-O" LOUVERED TOP .:., 0 IOIIS /4 \ESPRESSO/ DT COFFEE STATION PLAN "Kl.I/ SC.ALE:, 1/2" = l'-o" IO'-O" ' VDU Yol/ OTGO ALERT DE:VICE J (@) D OTGO ORDER PRINTER [--------- ------ 3 COFFEE STATION PLAN Kl .I SCALE:, 1/2" = l'-O" ' I ~ I 9; I I -IL. dl () .v y_ i --- GO 1 ®® 2 1 .---, I G(J I •I -;-I J 3'-11" /4\ I,~- ~LK-IN eox SCHEDULE LOCATION OF ~LK-IN BOX, INTERIOR C.E:ILING HGT @ BOX LOCATION, 101-011 AF 5TRUCi\JRE: HIST @ BOX LOCATION, 1:2'-o" AF OVE:RALL DIME:N510N OF SOX, 211-011 X 8'-0"~ X 1'-'1"H FRE:EZER DIMENSIONS, 161-011 X 8 1-0"~ X 1 1-i11H COOLER DIMENSIONS, 11 1-011 x e1-011W x ,·-111H RE:FRIGE:RATION 5"1'5TE:M, REMOTE SE:LF-CONTAINED REFRIIS RE:FRIGERATION LOCATION, Y'llS ROOF MOUNTED RE:FRIGE:RATION LINE5ET NE:EDED, 50' MAX -VERIFY LOCATION OF CONDENSING UNIT IN FIELD E:LECTRICAL PHASE, THREE-PHASE: INTERIOR RAMP, "r'E:5 ..... PLASTIC STRIP CURTAIN, NO NOTES, RE:MOTE SELF-CONTAINED RE:FRIISERATION HAS THE EVAPORATOR MOUNTED ON THE TOP Of THE ~LK-IN AND THE CONDENSINIS UNIT 15 RE:MOTE. ALL IAIEATHER HOOD, AMSIE:NT IAIEATHER CONTROLS, PRE-CHARGE:D LINES UP TO 50' LENGTHS, AND QUIC.K Dl5CONNE:CT5 ARE INCLUDED. THIS 5"1'5TEM REQUIRES :24" CLEARANCE BETIAIEEN THE TOP OF THE BOX AND THE CEILINIS/STRUC.i\JRE HEIISHT. TYPICAL HEIISHT OF ~K-IN BOX USINIS THIS RE:FRIGERATION 15 1'-1". MAX C.OMPARTME:NT SIZE 15 1' X 14'. START-UP BY REFRIG TECH NE:EDED. IO' II~" - ® ~ ® ~ r"}' © ~ ---11-_..fl.. _ _fl..._ .co.J II® II [! ® @ 11@11 r~~;~~:~:::::~;::r; ;= lL Jj lf""'""'"'~''·""""I \ i'IJl\1,1ltr!'l'r1.'1i!!!i~ - - ~ ·~ 2 SANDJ/ilCH STATION PLAN Kl .I SCALE:, 1/2" = 1'-0" r(:2) VDU'S / D-T TIMBR 4 EXFEDITOR I ' I0'-11~" LIOIGJ 10'-0" 4:22 ®,? ·- I~ I L _____ J @ I~'"=~~-;-----~~~~...,..~~~~-----·1---------------... , ( ~ [ /' oog oog I # \ =,--=-=-=-='°"I I ,Y BEV. REF, , I ~~~ I ~ ~ ...... ----Hct-jj Iii : _._ L - - jl K @J >-_""_"..oK!'=-I ! I V ·------------------f@--;;;;~ Kl.I #t~ "' ,. @ IC r~ "'-f • i08 dl ~l r-·-----~~ 1 I I tE::i.~ ~·_'1::1•1 n ~, n L\ r.!A..rJl u I U r 11s··1 U i •<128 ~ r•<128"1 !' ~ . [ I 28'1 -- I I ' ' I 16616· 108 ~ bl 6•11 r ··· -·--·-·--1 I I ~ii ,~ 1•'1.:28~1 •q~ Sc U-I! n ;ii n II , ""!!~ II • n .. "-. .1 __ ·-· --H ,- N "f u I "'Tl9 l u ... , .. I <128' 'I •q2e,•1 r; ~ Sc U-I! ~ 661 0) -:-JI • dl N !f- 1oe ..... dl N .,. • ·--- ,, ~, .,.µ I! z 'il ~ r; IU '" fµ " "' -:l: .. , i ,_, er 8<1:lf I iii ] ·- ~~ @ l ~ SEE Al.IT\ ~r w/ FOR SPEC 1 \ @ ~ F===I<''" ~-A-T_R_AGK (BY G.C) -= ;lREAK TABLE 9'1" ,-....§~ - L J J = ~ i @ ~~ 11 I _______ ~4:;,~::"o::;6,;u;-/-:71;:;~a::2-:::osBJ:;-/-:71 ~ g ~ / ~ / DE5KBY6C. / / , , / / EGUIPMENT NOTES I) EGUIPMENT SUPPLIER TO PLACE ALL NE:Y'l EQUIPMENT. :2) CONTRACTOR TO MAKE ALL MEC.HANICAL, PLUMBING AND ELECTRICAL CONNECTIONS FOR ALL EQUIPME:NT. S) RE:FER TO DUNKIN' BRANDS MUL Tl6RAND EQUIPMENT SPECIFICATIONS ON DUNKIN' BRANDS Y'lE:6 SITE http,//extrc,net.dunklnbrcanclo.eom/ FOR COMPLETE EQUIPMENT AND UTILITY INFORMATION. DUNKIN' BRANDS Y'IE65ITE AL~"r'S TAKES PRECEDENCE OVER THE DRAY'llNGS IN INSTANCE OF CONFLICT. 4) THE: ASTERISKS "•" IN THE "ITEM NO." INDICATE:5 THAT THERE ARE MULTIPLE CHOICES AVAILABLE: FOR THE RE:SFEC.TIVE FIE:CE Of EQUIPMENT OR MILLY'lORK. IT 15 UP TO THE FRANCHISEE AND/OR FIELD TEAM TO MAKE: THE APPROPRIATE SELECTION FOR THE LOCATION. THE CONTRACTOR SHALL MAKE: ELEC.TRICAL AND PLUMBINIS MODIFICATIONS TO ACCOMMODATE FINAL EQUIPMENT SELECTION. 5) THIS INSTALLATION SHALL SE CONSTRUCTED IN ACCORDANCE Y'llTH THE DUNKIN' BRANDS "FRE:SH SREl'l -C.APPUC.CINO SLEND MAGE STANDARDS, 6) SEE: Ab.I FOR MILLY'lORK FINISHES. ' I lj I I I I I I L _______ J \ I r;;4~:2;1B~------==7t:;;4;:21;;;:C,~1,/7 nl ,.-,,--_/' \) ~/\ r ill\ (;! I\; I -fil1\ (;! 4:2113 I - t:::,:'.':'.,;::;---:::,1(ii~ \ ~ ' .. -·-" I e•-011 I FL.AN .. ; · .. , ' ' . ' .. AHARONI AN & ASSOCIATES INC. ARCHITECTS .:310 George Washington Hfghwoy Suite 100 Smithfield, Rhode Island 0 2 9 1 7 T 401-232-5010 f 401-232-5080 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES DR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITIEN AUTHORIZATION OF THE ARCHITECT. REVISIONS 6 NUMBER REMARKS DATE ,,.~~;;:.C~~ rr:f~\t0;1.H1 f\RC.'i;;":.~ 1['·' ~-,~~ '{-~· ,,. ... ~," i,fll!ii~t.).-.. . ,, h to'' 1, ':\ Cl -.... ,, 1I f , -1° f\ 9.i. ' No,, ? ::r~atJ: 1,~-,; c .... t:-·· ~;.\.:~"'-~ i' <,ffl' \-X}, . J\ ~~~- •\ ·, ' . -'~'"' ".,, ·., -· _.. ·-:;,, :r\ '•t: Ii/ -c; \:C-~/ . ,_ ¥' """V"'t:;:tr;w· 't . I FOR CONSTRUCTION PROJECT TITLE 11(01:. " '!:] ;. r -~.-\!:-:w l ,i,:;!!•-:i i~:® 1'·' I :1:?~~~1:ii 1a. ·1~~ :~1 .\(\?{,,;)\\' , ifoaH~w ·it! ·t'J,,>-~'1\l1{t ·~~ .,. .-, .. --., ., + ,,f, • • . ' [•drink~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON ROAD. NORTHAMPTON, MA 01060 Hampshire County DRA'MNG TITLE EQUIPMENT PLAN DATE PROJ NO MAY 25, 201B 11105.01 DRAWN BY CHECKED BY SMC. JS DRA'MNG NUMBER K 1 • 1 ' NATIONAb AGGOUl:::!I IMEOB,MATION FOR COMPLETE NATIONAL ACCOUNTS SOURCE INFORMATION, REFER TO THE DUNKIN' 6RANPS NATIONAL ACCOUNT !'ES SITE 0 l=GUIPMl=NT SCHEDUJ..E (htl;p,(/extranet,dunkinbrande,;omO. TO OBTAIN A USER NAHE AND PASSl'IORD PLEASE CONSULT YOUR LOCAL CONSTRUCTION MANAGER. ITEM NO G'TY DESCRIPTION CONTRACTOR TO IDENTIFY ONESELF AS Y'lORKING Y'llTH DUNKIN' BRANDS li'IHEN ORDER!Nc,, FROM NATIONAL ACCOUNTS. CNTR 1 CUSTOM STAINLESS STEl:L COUNTERS .. SE:!: FLAN POI'. DIM5 DME>-1 4 Dl6!iAL MENU BOARCS ACOUSI[!:.81. ,i:11.[N!I, !iii'l"S"l'EM!a {ALL. B1:!1!![~5J WI ER '"1.181.IIl'. REGU[REMENTS 81.1.!l:f[NUM !:<QMPO;aJTE MA I ERJ,!,J. (,!,CM) 41 I IO"Y-1 X 9,4,'T, HAND SINK r,// 12" SPLASH G-IJARDS 4 T4 S ARHSTRONG Y'lORLD INDUSTRIES HEAW DUtr WIER BOOSTER 5Y5TEM, LSI cS>RAFHIC SOLUTIONS T5BIIOO FAUGfrr SHERRY BRUNT OR PHYLLIS HILLER -ORDERS HCCANN'S ENcS>INEERINcS> t HFG CO NATIONAL AC.COUNTS MANAcS>ER, DAN MCcS>RATH 50F 5 FOUR Sl:CTION Vl:RTICAL. ~IR.E RACK CUP 01'!6ANIZER T, 1-eoo-442-4212 ORDERS, ELEANOR HINSON OR P, '14'1-S6S-SS1'1 ElAl<ER'!' DISPLAY RACK /Ii> ElASKETS) EMAIL.,6PO STRATEGIC ACCOUNTS~ HARRY HALL EHAIL, [26!:j[!;b t,:!C.GRATH~b[S-[NDU5JB[ES i:;,ot,:1 10.56 2 AR.t,:!STRONG COt,:! P, e18-6s1-121'1 oR 8!8-6s1-128s li'IE6 SITE, f"IYSY'J,bS[-[NDUSTRIES,C.Ot,:! iOh I l<EMOVAl31..!: TISSUE 13A6 l"l5F'l=N5ER. REFERENCE, DUNKIN' BRANDS, INC. F, 81e-651-1222 10.1 I F<l'MOVASLE TISSVe BA6 AND ElOX HOLDER STRATEGIC. AC.COUNT EHAIL., 1;1-EANOR,HIN90N@MAN[IOi'jOC COM !:2RIYI; IHl'W YilNl?OYl!a ROBERT D. Y'IILLIAM3 -REPRESENTATIVE READY ACC.ES5 qbJ b 5~1RLJGOOLAiTA SYRUP AAC.K T, 1-e11-ARMSTRONcS>, OPTION 8, EXT e,052 SH V'IATER ElbTRAI[ON /AFERO>'l;[2 VENPOR #2), REPRESENTATIVE, KIH HCKl66EN EXT 120 q60, I ESPRE::150 SPEED RAIL F, 111-S'l1-808'1 NATIONAL AC.COUNT REP, DAVID RADLIFFE P, B00-621-5045 EXT, 120 EMAIL, Rl:JJl'j[Lb[AM5"ARJ:1SIRG)NG cot,:! P, 518-281-11s4 F, 61:lo-e,6-1161 qe, I ESPR5SO MAGHINE i'EEl SITE, li'lli'lli'I.ARMSTRONG,,;;,QMlC.l;II.ING5 F, 2os-2se-e,101 EMAIL, t,;lt,:!t0R!;AD)'.-ACC.E55,C.Ot,:! IO!t:j-1 2 DAIRY Dl5FeNSER EHAIL., [2Fl'\APblEfE@MMM,COM Y'<E6 SITE, Y'JY'll"j,READ)'.-AC.CESS.COM tOtG• a!blli!I!! III.E ffl!2TECil!2N, ORDERS $ V'IATER TEST KITS, 101c-, 0 DAIRY D!SPE:NSER AIR.TECH, LLC. REP, KRISTINA VIL.LA GIUIKSERVORDERS, CALL 800-5e8-e5o1 IOID 2 $URE: SHOT SU<5oAR Dl6?eN&a,?. P, 811-281-1,S'I P, eoo-S55-2866 ASK FOR STEVEN ElERT OR .JACKIE SLIGH i'EEl SITE, AIRTEC:HIN91;R,IS,C.!2M F, 6S0-8S6-11'15 REPRESENTATIVE STEVEN SERT IOIG 4 2011 SPEED RAil.. FOR LIDS EHAIL.• AJl'jSDISJBl8lJJ]NGt05EC.GLOBAL,NEI P, e,oo-58e-eso1 IOIH 6 IS' SUGAR/TEA BA6/ STIRRER HOLDER -fb!2!2B 4 Wbb Ill.l;S F, "TIS-84'1-5108 E\IERPUR!; /AFFRQYED Vl;N[20R #I), EMAIL, SBER,I@GIJll'.,;SERV,cot,:! IOIP-:2 0 'TWIN CARAFE COFFEE 6Rf:~ DAL TIL.E 'IOJP" REPRESENTATIVE, PAULA TOSTI V'1A TER TESTS, (FREE) IOIP-5 2 AXIOM TWIN CAAA!=e GOFFS= 6~ EMAIL, FAULA,IO;aI[@J2AL Tll,1;,i:;.Ot,:! REP, EVANGEL.A PRINGLES KITCHEN SWINc? POOR P, <118-461-2q2e, p, 630-El01-30'l4 ELIASON CORPORATION -IOIPP-:2 0 SINSLE CARAFE COFFEE Elf<El"IER F, '118-461-0S14 EMAIL, TY'iM@EVERPUE!;.COM KALAMAZOO, Ml IOIPP-S 2 AXIOH SIN6LE GAAAFE COFFEE: 6~R !'ES SITE, ["if"!Y'l,EVERPURE,C.Ot,:! REPRESENTATIVE, JOE DUSENSERY OR MARIA DAHL.INGER IOIG-:: 0 1'UAL HOPPER COFFEE GRINCER Wbl. "9\/EBIN!l!!!a "DUNKINY'IORKS" ' '°'"' APA COLOR GRAPHICS ORDERS AND SERVICE INSTALLS, p, 800-82e-s6ss IOIG-£ 2 M.JLTJ HOPPER COFFEE ~INDER ORDERS, CHUCK BOGLE OR DALE DRANE EVERPURE MASTER DISTRIBUTORS (MD) F, wo-e,2e, -a15s CA SALES OFFICE 102A 2 FLAVOR SHOT q PUMP C:OUNTESRTOP RAC!< p, (800) 541:l-5115 SEE tJtJY'j,E\IERPIJRE,COM F, (404) 355-ISS'l LOCAL HD REPRESENTATIVE, P, e,oo-82e-26S5 IOf>A-1 I HOT WINTE:R eevEAAiS!;; l'-1.AGH!Ne EMAIL, [200RS@EblASONC.ORP COM ..... EMAIL, J2AbE@AFACQLORGRAFHICS"COM OR .JASON RYKKEN (REGIONAL SAL.ES MANAGER) 108.A-:2 0 HOT Y"l!NTER BEV'ERA.6E MACHINE: C.HUC.l'.,;@APAi:;,ObORGRAPHIC.5 !:<!2t,:! OR EHAIL, JR)'.t,;K!;N@POOAIR COM J2UNl'.,;INORJ2ER9@AFAi:;.OI-QRGRAPl:/IC.S CQt,:! F,'152-426-'1142 OUTSJDE RJRN[TURE /LJizHT i'E[!l,HTJ 116 2 MA6NAel..END 61..ENDl:R / ISLAND OA$!S ORDERS, ALEX JARVIE l!61Hr. 6UNN-O-MAI[C. C.ORPORAI[ON, EMAIL, AI.EX@CHA[R,COM ll6E! 2 ISLAND OASIS CUP / LID RAcl< SHERY'IIN li'IILLIAMS i'ENP'!' PEPER -ORDERS P, 8oo-581-64e8 EXT, 22<1 116F 2 ISL.ANO OASl5 TOPPINl!rS AAC.K REP, MARK T. i'EINER. C.SI P, eoo-646-2866 REP, MIKE DISTASIO T,401-245-5116 F, eo0-2B6-6S3'l EMAIL, t,:!ll<E@C.HAIR C.Ot,:! 120f"-I 0 2°1Y.4"W X 2"1%"D lJNOERCOUN'J"ER ~FR.l61=AATOR. WI CASTERS F,401-245-5165 EHAIL., i'ENDY .PEPER@6UNN.COM P, 8oo-s8,-64e8 EXT, 225 ---·--··-·---.. ·· --120F•2 4 2'1V.t¥i X 2"fo/.+ur:> UNOE~OlJN'T'ER REFRl5E;AATOR WI GASTER$ C.,611-438-1408 TECHNICAL SUFPORT HOTLINE, EMAIL, t,:!ARK,I,Y'<E[NER,®S[:!ER.t![N,,;;,Qt,:! eoo-wo-0651 EXT, 5 UMl:Rl;l.bA;> 120F-9 0 2i"J11 X ao~·p UNOERCOIJNTER ~F'R16ERATOR Y"I/ C.A5'1'ERS !'EB SITE, tJtJY'J SHER.f"!INY'![LL[At,:!S CQt,:! EAST COAST UMBRELL.AS 1116 2 DRIVE!-"THRU STASIN<S MAT P, 'II0-462-2500 -RBIYE! IHl'W Hl;AC?!al:I!a EIBJ=&SLASS RJ;INE!2BCEJ2 EANEb!a (fRP) 3H BUILDING ANP C.OMHERCIAL REP, DANNY .JOYNER 112 I DRIYe-THRIJ ST A61N6 GART EHAIL, .JOYNERMEDIA@GMAIL.COM MAR.LITE CORPORATION SERVICES DIVISIONS 200A I !GEO COFFEE eR.E'.V'leR. IGS-i,p ORDER DISTRIBUTOR LISTED 6ELOY'l, ORDERS/REPRESENTATIVE, MIC.HELE PISHKO DOVER, OH, (9SO) 364-1561 OR (SSO) S45-6621 BUSINESS DEVELOPHENT NATIONAL AC.C.TS TUUC.I UH6RELLAS 20!A 2 IC.e CADDY p, 305-531-1'111 GRAND PRAIRIE, TX ('112) 660-6441:l P, (651)1S6-162"i 202A a ICE!D COFFEE! DISPENSER SANTA FE SPRINGS, CA, (562) '126-120B C, (651)211-1106 REP, LINPSAY KISSEL EHAIL, LKISSEL@TUUC.1.C.OM 215 2 CONVECTION OVEN REPRESENTATIVE EHAIL., Mt,:!FISHKO@t,:!MM,C.Ot,:! STAIHU:55 STEEL GART FOR BULLET OVEN; 2s~~ X 90"!.. X 2owH JAIHE MCEDl>'IARD li'IE6 SITE, f"!!!~!:PM C.OMlE00[25i;RV[CI; 21ST I P, 603-'124-'1128 Ok eoo-S11-1221 NESc.!2 /Ei-Ec.IBIC. PANELS t BRJ;""'-EF,S 242-1 coot<;. RSFRl5ERATOR r!/ OVI;RSHCLF ORDER.Si C., SS0-260-1621 HH ELECTRONICS, INC. (HME) p, 800-244-6'180 ::24:2' 242-:::; I F, 3EJO-El4S-466!, 14110 STOl'E DR COOK REFRl6E;RATOR W OVERSHELF F, 1e1-515-1aqe, !'ES SITE, Y'il"JY'lJvlAR[..ITl;.COM POV'IAY, CA "12064 EMAIL, J2UNl'.,;INBRAND5@NESCOY'JE6,COM 244A I DQIJBLE LANE TOASTER P· 8Sfl-555-bo6o OR 8oo-e4e-446e CRANE COMPOSITES (KEMLITE/ REPRESENTATIVE -LISA .JOKINEN i'EEl SITE, Y:!Y'li"I.NE5"Qf"!E6.C.!2M 245A•I TOA5TIN6 STATION 5TAINLE55 STEEL. WORKING TABLE ONLY I -CALL MANUFACTURER FOR CLOSEST p, BSfl-552-013'1 TANK! F% MJ'EB HEAJEB :l45A-l TOASTIN6 STATION STAINLES5 STEEL Y'IORK!N6 TABLE ONLY DISTRIBUTOR, 800-495-0800 E, b.JOl'.,;[NEN@HME,COM . REFERENCE, NFP PROGRAM Y'<E6 SITE, Y'j["IJl'j Ht,:!!; COt,:!lD[2 RINNAI . 246A-I SIN<SLE &IDE!D HOT HOLDIN<S UNIT ORDERS, VELEEKA DUDLEY ...... I REPRESENTATIVE, ROSERT MURPHY P• 866-Se:l-0101 24bA-2 SINCSLE: SIDED l-lOT HOLD!Ncso UNIT C, 1Bl-626-15B8 [2RIYI; IHl'W Ill:11;B5 " · EMAIL, VDUDU:'(o,RINNAI US 241A·I esn ~ ASSEMSL "f" RefRlGERATOR Hi OYE:RSHELF F, 181-'181-1012 HYPERACTIVE TECHNOLOGY REPRESENTATIVE, BRIAN ROUNTREE .,,., I EHAIL, RMURPHY@C.RANECQt,:!POS[TES cot,:! P, B11-5S4-'11Si (EXT, I FOR SALES) 2.i!-iA-2 :39u 1"-1 A55EM6LY REFRJGEAATOR w/ OVERSHELF !'ES SITE, tJtJY'j.C.RANEC.OMF!2SITES,COt,:! F, 412-322-3121 p, 110-511-6601 C, 404-'115-5660 2eq I ONE-5!PED CONDIMENT STAT/ON EMAIL, 6ROUNJBEE@R[NNAl,US "- I.IE+IIIN!I!! Elx:n/85, INIEBl!2B 4 l;XT1;Bl!2R 8!2bL.ARI2 WVER,5 li'IEB SITE, Wt! RINNAI USt,:!A 2qo I 5ATE W ENO PANEl...5 VILLA LIGHTING IDEAL SHIELD 626 I OT6 9-TlER WATERl"'AU. PICK UP STATION MELANIE ADAMS -ORDERS ORDERS, PETE MURPHY O, (800) S:25 -O'l6S EXT, 462 p, 313-551-2298 621 I OTS PRINTESR STAND, LAME F, (314/ 531-8120 F, e66-41S-'124S HAND S1~ ri/ SIDE SPLASHES 4 GOOSENeCt:;. FAUCET S'IS I EHAIL., t,:!EbANIE.ADAt,:!S@VILbAL[GHIING,COH EMAIL, FMURPHY!!i!IDEAL5HIEbD,C!2M ~I ~IST HANDLES 4 I 1/:a' 6ASl<ET DRAIN !'ES PAGE, tJY'JY'J,V[bbAUGHTIN§ C.Ot,:! REP t ORDERS, DENNIS KNITTEL STEVE DEHARAIS -REPRESENTATIVE P, Sl9-SSl-2283 402 2 EMPLOYEE 1..0CKEfc.S P• 508-66e-515'l C., SIS-550-1160 40~" I PROC,IGY ICE 61N e,, 508-818-0021 EMAIL, [2KNIIIEb@IJ2EAbSH[ELD COM I EHAIL, STEVE,DEt,:!ARAIS@i:;.lbbAblGHI[NG C.Ot,:! 420A 24" X 60" 5HELVIN6 KII!:<HEN HOODSA::XHAUSI ;aYS"l'EMS 4:206 q :24" X 45• SHaV!N6 NEEDHAM LIGHTING CAPTIVE-AIRE LINDSY MILLER DAVID CRITTENDEN 4:21A 2 10" X e,on 5HELVtNiS EHAIL, b[~[25)'. t,:!ILLER,@N!;EJ2HAMELEC.IRIC. C.Ot,:! P, e1S-4S5-S98e EXT-2 4:216 q 15" X 45u SHELV!Ne !'ES PAGE, li'IY'lli'l,NESCONAIIONAb,COM F, 81S-S54-4825 P, iBl-131-IOl'l EMAIL, R!aE62@C.AEIIYEAIR!a cot,:! 4.:21G 5 15" X 96u 5HEl.. VIN$- I", 181-51!:HS'l8 Y'<E6 SITE, f"!Y'il"JCAFIIYEAIRCOt,:! 422 I PROOIG'I" IGE MAKER, UP TO 1559LE! PIW1'UC..TION/:24HOU"5 12I!2BI: GAAEHI® HORACIO'S i'ELDING t SHEETMETAL 424A I "!HRl!e COMPARTMl!NT SIN!< DGS RETAIL INC. REPRESENTATIVE, HIGHAEL TAVARES 49!SA I '10" SINK TRAX SHELVIN6' ViORKSTATION ORDERS, DUNKIN' BRANDS DESK p, 508-'185-'1'140 400 I ~K-IN C::.OOLER/FREEZER/5TORA6E UNIT P, 508-ss,-2'1'10 F, 508-"185-'1'165 -REPRESENTATIVE, EMAIL, MIKE!!l!HORAC.IOS,C.OM sse-.2 I 5AS MIN! ltOTATIN6 AACK 13.AKERY OVEN KAREN MCCUE OR TOM ROONEY Y'<E6 SITE, f"!i"jl"j HQRACIQ5 C.Qt,:! 54S 2 ElAKERY PAN RAC!< EMAIL• t,;AR!;Nt,:!CCUE@DGSR!;IAll,,,C.Ot,:! OR S606 I STA1NU:5S STEEL FIN1SHIN6' TAeLe 'N 10• DEEP 0\/eR SHELF IOt,:!ROON!:;)'.@DGSRETA[L,C.Ot,:! liiQEI ~AIJN!I!! P, 508-SSi-2'1'10 ORDER THROUGH DCP OR EGUIP SUFPLIER 561 6 FINl5H6' PROOUC.T RACK F, 508-551-5040 566 I POY-{ER BASE !'ES SITE, f"IY'itJDGSRETA[b,CQM 00!2B HANI?LI;S HIC.HAEL. HEALY DESIGNS 5'10A BASE Fll..lRATION .. l~tce 20' PF TRIF'!..e 1FC,-5 ("'!SK i5AU.ON5, 1.50 ePM) R!:SIB!2QM A~IJ;S HANVILLE, RI - NEl"ITON DISTRIBUTION COMPANY, INC" P, BOO-'l'IS-0'18e OR 401-165-1600 5'11A 6A51= AAicfi!. FlL TFtAT!ON 5Y511:M ----" '166 li'IATERTOY'IN AVE F, 401-165-"1612 5'106 HIGH l=f"FIGIE:NGY RO SYS i11THOUT SOMENINIS ~OOHe II NEl"ITON MA 02465 EMAIL, HEAbY[2E5IGNS@AOl,,.COt,:! ~O" 5'10C. Hl6H EFFIC:IENG'( RO 6Y5 l'ill>I SOFTENlfl& /HOT SIDE;) MRS-bOOHE II ORDERS, OR I T, 811-831-1145 CQMIN!I!! 5!2~ BANN!:F,;, ..,,. 5'10D Ht5H EfFICIENGl' RO 6T'6 Yi!TH rik:U; 6ToP.E 60FTfN!N5-t• IN!.ET -HP.S-60C+II: II F, 611-'16'1-4011 Y'<E6 SITE, li'lli'lli'I.LSMNOl"i.C.OM REP, LANCE LAFAVE OR SCOTT CASSIDY HELPDESK, 888-461-666'1 5'10E HIGH EfFIGIE>IGY l'O &Y51'1111 N<>Ue STORE &Offi>ltl5 11/2' IHI.ET· fla6-600IIE II -T, 811-831-1145 5'116 RO SYSTEM WITHOUT $0F1'ENIN6 (INSTALL INC.l..U08') !'ES SITE, li'lli'lli'l,NEY'ITON[21STR[!;lU![l,IG,COt,:! !:2RIYE! IHl'W c.AN!2E)'l - 3Ai<EB 4 !:<LEARANCE BAB• 5'110 1W 5'!'5TEM ~!TH ~FTENIN5 (INSTALL INOLUDEI1) -----" '" ELASTIC. LAMINAJE6 EVERERITE 640F CLUB CHAIR -1=5F'Rl!:150 FORHIC.A 4'14'1 5. IIOTfl STREET - REPRESENTATIVE, .JEAN HARIE REMICK GREENFIELD, !"ii 55228 640, CLUB GHAIR -MOCHA p, 181-235-4165 ANA DOMINGUEZ 640H GLUa GHAIR. -CHESTNUT C, 611-211-el46 P, 414-52'1-SSOO -6401 GLUS CHAIR -ORANGE EHAIL, JEANt,:!AR[E 6IS5QN@EOR.t,:!IC.A cot,:! F, 811-450-191?4 ..... -6 1..0CAL DISTRIBUTORS, 640J CLUE! cHAIR -PINK KAREN KENNY R!20EIN!I!! 640F GLUB CHAIR -ESPRE5SO P, e66-S1S-3Sl2 DURO-LAST ROOFING INC.. - EHAIL, I'.,; t,;ENNUFQR.t,:!IC.AC.Ot,:! ORDERS, .JOHN ROBINSON 640, GLt.e CHAIR -MOC.HA !'ES SITE, k'/1'.'if"J,FOR.t,:!IC.A COM P, eoo-248-0280 EXT, 2210 - 640H CLUB CHAIR -CHSTNUT F, eoo-4S2-'ISSI tO["iibSONARI EHAIL, JR061NS0©DURO-bAST.COt,:! 6616-1 2 4a"¥i DBL BOOTH -ORIGINAL BLl:NO , GAFR)CGINO oFOR ORDERS CALL REPRESENTATIVE, BLU 6ARTE5 661 I J.'Vl6TE REGEPTAGLE NP• 8oo-45s-a222 P, 800-24e-0280 x222 I FOR LOCAL DISTRIBUTOR Y'lE6 SITE, f"W'j,p\JRC>-LA5I,COt,:! '6Cfl* RETAIL MERGHANOISER UREP, AMY HORGENY'<ECK 100 24~ ROUND GOFF55 TABLE Dl:SERT 6EIJSE MATTE ~p. "111.'151.6524 HYM UNII t,:!AWEA!:<WR!;F<S -E, t,:!OR.q,ENA®f"!lb50NAR,I C.Ot,:! TRANE 100A 24'' ROlJNt;l GOFFEE TAf3U: -CJ) NATIONAL AC.COUNT MANAGER, .JONATHAN RALYS ., .. "1006 6 24'1 ROUNO PINK CUP GOFFEE 'T'ABLE w!:<Hl=M!C.& J215f'l=NSIN!I!! 9YSTEt,:!S P, 1Bl-305-l335 -!:;i:P t G CLEANINcS> t SANITATION PROGRAM F, 1el-"IS8-8'112 "100C, 24n ROUND ORANGE GUP GOl"FEE TA.61..1;; --PROCTOR 4 GAMBLE EMAIL, JONA THAN RAb)'.S,.TRA~!; CQt,:! ,ooo 24" ROUND TAN 51"11RL COFFl!E! TABLE 8REPRESENTATIVE, CARLA EVANS li'IE6 SITE, f"!Y'Ji"j,TRANE COt,:! -~ -------··----·-·- 10!> s ,41}" X 24~ TA6LE TOP C/lp, 5[9-989-9599 CJ)EHAIL., EGCINCINNATI.IM@PG.COM CARRIER CORPORATION "112 2 2,4n X 24" TABLE TOP <(Al'IN[N!I, !"ASRJC.!a AND VINYL NATIONAL AC.COUNT MANAGER, PAIL i"<ITZ P• S1S-4S2-S'l82 116 2 4~· >e so· TA6LE TOP, ACGE:SSJSLE c'.;:lAF1.LON, F, e>60-"i'l8-1409 e55P I ores, Moe!LE PICK UP Gl!SN CUSTOHER SERVICE, ELAINE HALL EHAIL, PA~ f"!l:lli@C.ARRl!;;R,U:CC, C.QM Zp, eoo-es4-0S61 EXT, ISIO !'ES SITE, f"!Y'il"J,C.ARR[ER,COt,:! 6'1::26 I PRIMARY 6-PANElL i"/Al.L ART (CAPFUCCINO Eli.END) <l:'.F, '113-121-65'15 6Cl:.!E I PRIMARY ::2-PANEL WALL ART (3--PIECI': COFFEE 61:AN) ZEHAIL., i;f!AbL@AR[..oN,i:;.ot,:! l;XTI;Bl!2B IN®I.AIEJ2 SZ!A-1 POL 'r'R13IN Hl<SH CHAIR -CAPFUCCINo STD (ORAN<Ste.) 0 fleE:B6LA;,S ;,'J'.SIJ=MS CE!Es> 1-- 0:::REPRESENT ATIVE, KEVIN ROURKE DR'!'VIT SYSTEMS, INC.. "1216-1 10 POL 'r'R13IN HISH CHAIR • CAPFUCCINo STD (PINI<) <(p, 843-3B8-1364 N.E. SALES HANAGER, HIKE LEROY ....,, S:21P--I i>'IOOD LAMINATES Hl<SH CHAIR -DARK ROAsT STD (les~J Ic., e,4s-412-1s2s P, e51-B2"1-00l6 ~"-" -·-·-····-------··-----·---···-----.. ·--·-·····--· <l:'.EMAIL, l'.,;RC>URJSEt0ARl,ClN,COt,:! F, 627-625-6866 c.f.211:! POL YRESIN Hl<SH CHAIR -CAPFUCCINo STD (CAPFUCCINO) (QY'iE6 SITE, Y'll"j["i,ARl,,ON,COt,:! EMAIL, M[l'.,;1;,bERQY@[2RYV[LC.OM q2e,A POL YRJ:SIN. GHA1f.!. .. GAPPLIGGINO STD !'ES SITE, Jl'ji"jl"j DR'f'.Y[I COt,:! ..... 12 GJ:2&6-1 Y'IOOD LAMINATE: CHAIR -DARK ROAST STD MANVFACTI!l<ER MODl:L NO F<:MARKS MILL.WORK "-'PFLIER TEXAS OIGIT Al.. 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REQTS 'I<./ MANUF -··-··----- Vl=RIF'r" elJ::C. REQTS w/ MANUF VERlrY' ALL 1:1.J:CT ReQT5 1'1/ MANUF "---- ........ ___ - VERIFY ALL EL.EC ~1'5 r,i/ MANUF "" "" ~·---·-- \1£:RIFY ALL ELEG REGTS 'ti/ MANI.IF VcRIFY ALL. EU:G ~TS 1-'t/ MANUF -" VERIFY ALL EL.EC Rl=GTS "tt/ l"tANUF VERIFY ALL ELEC. ~TS w/ MANUF' AHARONI AN & ASSOCIATES INC. ARCHITECTS 310 George Washington Highway Suite 100 Smithfield, Rhode Island 0 2 9 7 T 401-232-5010 F 401-232-5080 WWW.ARCH-ENG.COM DISCLAIMER OWNERSfllP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES TflAN THOSE PROPERLY AUTflORIZED BY CONTRACT WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF TflE ARCHITECT" REVISIONS 6 NUMBER REMARKS DAlE FOR CONSTRUCTION PROJECT 111LE [ •dr~ra~1JGM] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON NORTHAMPTON, ROAD MA 01060 Hampshire County DRAWING TITLE EQUIPMENT SCHEDULE & NATIONAL ACCTS DATE PROJ NO MAY 25, 2018 11105.01 DRA\\N BY CHECKED BY SMC JB DRAWING NUMBER Kl.2 . !iO ~ 0 N () z -ill I::! <t u 0 U) U) <( Jd z ' ~ 0 me . <t :c <( (g LIGHT GA6E STl;EL FAAMIN6 NOTE5 I) AL.L. DEl!ilc$,N, DETAIL.IN..., l'AeRl(;ATION AND l:Rl:!CTION 01' LIGHT @A...E FAAMINo, l!iHAL.L. l!lE IN AGCOi::!PANC.E l'IITH AMERICAN !MN AND STEl;L. INSTl'IUTE "S?l!CIFIC.ATION$ FOR THE D91$N OF C.OLD-FO~ emeL. !;ITRl./C,1'1Jl'AI. ME!-151:R&", LA TEl!iT EOITION, AND THE MANIJl'AC.'IURE~S DETAILS AND SPl:C.IFlc.ATIONS. 2) S'IUD/.JOIST 1'ESl$NATlONS ReFER TO MARINO\l'IAl'?E INPUSTR.IES, INC.. FOR THE MINIMUM r>ElSle.N l"ROPl:P:TIES, S) eTEEJ.. $1\!D$ AT l!XTERIOR l'IALLS SHALL. EIE h" X 1e, 6'A, TYi"!: SVl (l•!l/e" l"LAN!>E!il), SPACet:> s 16" OC UNl.eSS NOTED. 4) SEE: PLAN AND SCHE:DULE:S FOR HE:ADERS, SILLS AND .JAMBS. S) AL.I. 1.1..HT c;A<:;e FAAMIN$ SHALL ee c;AL V ANI= AND SHALL. CONFORM TO AS'flvl A665! <SAADE SO l'!ITH A MINIMUM YIEU:> STRESS OF S0,000 F-1 FOR 16 6A AND THICKJ:l'il 01': Aa'flvl A66S $R."J:)1: ea l'IIT!i A MINIMUM YIELD $TRE:SS OF 9:3,000 PSI FOR II!> &A AND THINNE:R. 6) FROVIDE: STUD l'IAlJ.. EIRID<SIN$ FER MANIJl'ACT\JR::::'i.:'5 F<i::GUIRJ':MENTS. MINIMUM 4'-0' 0(, l'IHl:l'e THERI: IS NO SHE!A THIN$. STRUCTURAL STEEL NOTES I) ALL. DE'l'AILIN<P, FAeRICATlON AND El'iEC,TION SHALL CONFORM TO THI:: AlSC. SFl:CIFIC.ATIONS AND CODES, LATEST l:DITION. :2) ALI. l"ilD!:l FLAN6El SECTION ST!<l/C'IUAAL. el:AM$ (r{) i;iHAL.L. eE ASTM A'l'!.2 F~ = $0 Ke!. 6ASE PLATES AND M16C STl<ilCTUIV,i. STEEL SHALL. Ell= AS'IM A-66, Fy a S6 !'SI. ALL RECTAN$ULAR HOW.Oi"i STIWC.TUAAL. eeCTIONS (HS$) Sr!ALL Ell; ASTM A-SOO 61'?.ADE B, F\j • MINIMUM # 1'$1. 8) ALL. ANCHOR EIOJ.. Te AND THREADiSD RODS SHA!.!. CONFORM TO THI: R.E!(lll)IRE:MENTS OF ASTM Fl$4 c;AADe S6. 4) ALL OOL Tf;, NI.IT$ AN.t> l'IA.."Hl=l<6 SHAL.L CONFORM TO THE Rl':G!UIREM!!NTS OF ASTM A-3:2S FOR S/4" PIA1-15'1'ER HIGH STF!SIGTH !30!.TS UNLl:55 NOTED O~ISE!. !:I) ALI.. l'il:L1'1Ne l:LI:C/fROD!:5 eHALL ee 1:10XX. i>) ALL l"Jl;J..DJN,a, eHAl.L et': DON!: eY Gas.TIFIED ~!..P:=Re AND SH,",U.. CONFORM TO TH!! AV'!S "CODE FOR ARC. AND eAS Y'll:LC>ING IN 6UILDINr.;. CONSTFWCTIOl-1'', LATEST EDITION. 1) NO CONNJ::o:;TION SHALL CONSIST OF LE:5S THAN Tl"iO S/4" DIAMJ:TER EIOL TS OR l"IE!J..DS DJ:Yel.OFINc; A MINIMl.i"M OF IOPOO POUNDS IJNLl:SS NOT!::D OTHf':l<rllSE, e,) AJ..J.. FILLET !'El.PS SHALi.. 6!! A MINIMUM OF 1/4" UNLESS NOTJ:D OTHE:l"J'llSE. q) Al.I.. i"iaPS SHALL BE VISIJAU . .'I" INSPJ:CTJ:D AND ALL FULL FENETR.A TION l"lELDS SHALL ee INSl"EC'T'!!D 15"1' MA<5NETIC l"AATICLE 'TESTING. 10) AN INDEl"END~ STE!!!L. 'TESTIN$ Al!&ENCY SHALL ~~ ALL INSFEC.TION AND TeSTIN<!'>. THE: STR!IC.TURAL STJ:J:L FAl:!RlCATOR. AND l:iR.E!C.TOR. SHALL SCHE:DUI.El A!.L V'!ORK TO ALl..Ol'l Tl4E AEIOVE 'TESTIN6 REGUIREMENTe TO BE: COMPLETI=D. A COPY' OF ALL TJ:ST l<EFORT5 SHALL Be FILl';D V'!ITH '11ila ARCHl'IECT. II) THE! CON~TOR. SHALl. !:IE R.E:$l"ONS!Ell.l= FOR. THe CO~L OF AL.L l:R.E!CTION l"!.OCJ:DIJRES AND SEG!./EN(;J:S l'IITH RELATION TO Tl:MFERATIJli?.5 Dlf'f'ER!:NT!ALS AND STASILITI'. 12) AFTl=R FABl':l<:;ATION, ALL STJ:EL, EXC.EPT THAT TO SE eAL.VANIZeD, SHALL se (;LEANED OF AJ..J.. ~$T, LOOS!: MILL SC,AI..J: AND OTHl=R FOR.E!l5N MA'rel'l,IA!..S AND RE.:;EM:; ON!: COAT OF Af'f'ROVl:J:> FRIMJ:R PAINT. 1;;) THE l'AEIR.IGATOR SHALL FlJRHISH aHeGKl:D SHOP AND E:R.E!C,TION DRAl'IIN$S AND OBTAIN APPl<OVAL. PRIOR. TO FASR.ICATINe AN"/' S'Tf'WCTlJR.Al.. STEEL. 14) CUTS, HOLES, OF!:NIN5S, ETC. RE:G!UIRED lH SffiUCT STEEL i"J:HBERS FOR. THE l"!ORK OF OTHElR ~I:$ SHALL es !IHOl'lN ON SHOP DR.",l'IIN6S FOR $TRUCTURAJ.. STJ:el. AND 5HAI.J.. ee MADE IN THI: SHOF. BURNIN<P OF HOLl:!S OR CUT$ IN smcnJAAL. $Tl:EL MEMl:ll=RS IN THE FIELD WILL NOT BE: PJ:RM!TTED l:XvcPT SY l'!RITTEN PERMISSION FROM THE ARCHITECT. ! 6ENEAAL NOTES ~ STRUCTURAL LUMBER, ENGINEERED LUMBER . I . I) ALL MATERIAL ,(>,ND i"IOR.l'HANSHIF SHALi. 51= IN AC:CORPANCI! i"IITH TH!a l.ATeST ~ITION OF ''TIMBER CONSilWCTION 5TANDAR05" OF THI= AMl:RIC.AH IH5TITIJTE: OF TIMJ:ER ' CONSTR.1./CTION tND THI: "NATIONAL Dl:Sl<l!>N !ll"ECIFIC.ATION FOi'!. S~-6RAC>E Lv'MSl::l'1. AND ITS FAST!': .t<SS" OF Tl-'.!: N. ... TIOHAL. FORf:::;T PRODUCTS ASSOCIATION. :2) THI:: MINiMIIM "'~ AND DE:Sl@N VAL.UJ:S F<EGlUl!sEP FOR $TRU(;TlJRAJ.. J..UMel:R SHAJ..J.. BE, I ST'JD5, SPR!JCE•PINE•FIR CON5Tl<I/C.110N <*<APE Fb=IOOO F51 Eol,!;100,000 FSI JOISTS, AAFTetHEADl:RS AND 131:AMS, SPRI/CJ:-PINE•FIR #:2 OR BE:Tff:R. fboe,i;; PSI J:•l,400POO PSI El) ALL EXT!::RtOR S11.JDS SHALL Bl= ::2 X G <!I 16" OC.. ALL INTl=R.IOR BEARINS l'IALL STUDS SHALL 6; .2 X 6 ,i, 16" oc,. -1:R TO Pl.ANS FOR AN"/' EXCl:PTION. 4) ALL MVL Tll"LE ~ f;MeER o!EAHl!l, HEAD!l!i,$ 4 msses SHALL ee SUPl"ORTJ:D ON NOT 1.ess THAN AN EG!UAL NUMBER OF STl;'DS AT 1:ACH !:ND, l./NLESS NOTEO OTHE:R.V'!ISE. S) l"IOOI? COLUMNS MADE NlTH THRE:E OR MORE: l'!OOD STUDS Sr!AL.J.. ee HAILEO TO$E:Trlll!R WITH lhol NAILS. i'!AIL S1"ACIN$ SHALL es IN :2 ROl'IS, S1"ACSD I!>" oe, FROM E!OTH SIPB5 STA6$1:REP 4' APART. -··--• • e,1 ef " o,-1111----''k- is--•• ' ' :2 X 4 ""IUn".n ..:t---0 1:)11 It ,. • 0 ..:!r.z--• • A . :2 X G <:<>lt/mn ,h., "'"''" "PP· side 41~ "' e,• ~ 6) ALL E:XTJ:RIOR q>Pl:NIN...S SHALL HAV!il NOT Less THAN Tl'IO JAGK tmlDS AND TtlO l"Ul.L Hl:leHT 6TUDS Af eACH SIDI= OF THI= OPE:NIN6. AL!. INTERIOR. Bl:ARINS, Jl'!Al.L OPENIK55 SHALL HAVE NOf l.l:5& THAN mo JACK STUDS AND ONe FULL HEIGHT S11JD AT l=ACH SIDE OF THI: OFl:NINi UNL.5SS NOTED OTHE!R.V'!ISJ;, . '1) AL.I-ROOF AAFT,J:1'$ 4 JOISTS ,;;HALL HAVE: (I) SIMl"SON H2,SA Hl!RRICANe c.LIP AT SE:AT/TOP FLAT!: CONN!:C.TION. REFE:R TO PLANS AND DETAILS FOR 1YFE ANt:> LOCATION. use SIMF60N l.!!5U SK!:f'icD AN!:>/011: SLOFPJ:D HAN$5!':S AT EACH RAFTJ:R AS REG!P. I !l) ALL l"lOOP IN CONTACT i'11Tli CONGR!:TE OR. MASONRY SHALL. BE PRl=$SIJF1J;; TRE:ATJ:P f'!ITH · FR.ES1:R.VATIV5. ! 'I) E:XTERIOR. l"lALLisHeATHJNt,, SHALL 51: MINIMUM i!:1/6:2 APA STRl./C,~ I RATED 6HEATHIN$ OR J;iXTJ:RIOR GRADE. SEE FRAMIN$ FLAN AND Dl=TAILS FOR FASTENINe. 10) ROOF $HEATHIN~ SHALL 6E APA S'TRUCTUR.AL I AATE:D SHl:ATHIN6 E:Xf'OSIJRE I OR , l:XTERIOR. eAADJ:, MINIMUM THICKNESS AS LISTED ON DRAl"IINGS. , SHEATHINc; SHALL 65 HAILED W!TH loo! NAIL.S NOT LESS THAN 6' OC ON ALL. SIJF'FOR.Tl:D PANeJ.. eD5l:!l. 'H" CLIPS SHALi.. 6Ei IJ5J:D AT ALL UNSUFPORTE:D EDeE5. NAIL TO INTERMEDIATa MeMBJ:l<S 1:2" oc,, ADHE:SIVE U!$ED eHALL ee l"lATl:RFROOF, MEE:TIN<P THI: Rl:<il'Jll'EMENT$ OF ASTM D-:255'1~16. i 11) ALL SIMPSON CONNECTORS (HAN5ERS, STRAPS, UFl.lFT CONNEC.TORS, POST CAPl!i, eT(;) SHALL I'll': C.OATEP tllTH Z-MAX GOR.ROSION RESISTANCE, 12) ALL ROOF m.isiEs AND OV!::R.HAN$ING l"IOOD MEMEERS SHALL l:lE: Ha.D DOi'lN l"llTH HVRRIC.ANE ANC!Jle>Rei Pl!R Tl'IJ5S MANUFAC.~ R5GILJIREMl:NT5. 19) v;ooi:, TRUSSE!S ~HAL.I.. BJ: Pl:SleNED PER THI= "PE!lle>N $FE:Cll"ICATION FOi". METAL. !"LATE . CONNl:C.TJ:D l"iOOD 1l<IJS6ElS'', PU9L1SHED S'f THI: Tl<I/SS PLATE INSTITU1E. 14) i'IOOD T!WSS FJiRIGATOR. SHAtl. SUBMIT TO THI: ARCHITECT FOR APPROVAL PRIOR. TO FAEIRlC.ATION, SljlOF DRAVllNGS l:IJ;!ARIN6' SEAL AND Sl$NATURE OF THI: PeSl$N FROf!:SSIONAL. i;Ne;JNE:ER, R.E$IS11:R.E!D IN THI: &TAU: OF' MAS5ACHIJSeTTS. I$) SHOP DAAl'IIN6J SHALL INCI..IJl?E euT ARE NOT l.lMITED TO, TRI!$$ LAYOUT PLAN, TRUSS DETAIL SHEETS SHOl"llN$ CONFIGURATION, DIMENS10H6, LOADS, MEMEl=R sizes AND Gi\RAJ:>9, MEMfli:p. FORCJ:6, CONNl=CTION FLA TE Sizes, AND FERMANE:NT 1:lAACING R.EGUIRED1 Tfiil!SS CoNNl:CTION HAN$1:RS FOR. FLUSH FR.AMIN$. llS>) SEE: 6E:NERAL N I TcS • DESIGN LOADS FOR. DJ:Slc.N l.OADS ON Tl<l.lSSES. 11) l"IOOD 1'RUSS .EN'f'CTOR. SHALL el= RESFONSlel.E FoR D$1,t;N AND IHSTALL.ATION 01' Al.l. TEMPORARY ~CTIO>l BRACING. 1e,) BN$1NEER.eD LU~ElER SHALL !:IE B'l' l'~HA!:U5ER CORPORATION (FORMF.RL 'f TR/JS JOIST), (ee,e,) 459--e,sse,. I'!) LVL (MlvROLLAi l.<lEi SHALL HAVE: THE FOLLOl"i!Nc; MINIMUM FROFl:iRTIES, Fb = .2€>00 PSI, !"i = 1!5SS PSI, Fo(Fl:RF) = 160 PSI FG (FRLJ..)= 25lci PSI, Fv = 2es P51, E • l,'IGOPOO FSI 20> PSL POSTS/CoLLMNs (p.J,RAL.L.AM l.e.EJ SHAL.J.. HAVE! THI: FOLLol"IIN6' MINIMUH FROPS"-TIES, I Fl> • 24oO PSI, F<> /PRL.L)• :2SOO p,;;J, E a 1,fi00,000 PSI :21) L.VL'S 4 FSL'S S~AI..L. ee FRJ:E OF FIN$13"-.JolNTS, S,::.;l,R!' JOINTS OR MecHANl(;Al. CONNE<:;TIONS FOR THE: Fl.ILL LENe<TII OF THE Mi:aMEl=R. 2:2) ADHl'?SIVE U5J:D SHALL SE !'IA Tl:RFfIDOF, MEETING THI: R.EGIJIR.EMElNTe OF AS'l'M D•:2$S'l•'7b. FOUNDATIO~ NOTl:5 I) ALL SOIL CONL"ININ<!'> ORGANIC 01'( IJNSUITAl51..J: EIEAR.IN5 MATI:1'1.IAL. SHALL 151:! C.i..EARSD FR0 1 . TH!: eUILDIN6 FOOTPRINT. ;2) ALL. SOIL. SUP~RTED FOOTIN$S SHALL ee FOUNDl=D UFON COMFAC:TED NATUAAL SIJ661':ADE OR. COMPAC,Tl=D EIANt:: FWN <SRAYE:L FILL l'IITH AN AS!l!JM!:D SOil. 1:ll:ARIN$ C.AF 11Y OF NOT LESS THAN 2500 PSF. A5SIJMl!D CAP AC.IT"/' TO BE FIELI? VERIFle · BEFORE: CONSTRUcTION. THIS OFFIC.J: 15 NOT GIUALll'll:D TO Pl'IT!;R.MINJ: SOIL BEA!l:IN5 <:;APACITIES OR SUEl$URFACE FRE:f>ARATION. 5) ROCK 5MAI-L E)E EXCAVATJ:D A MINIMUM OF 4" Ell=LOl'l EIOTTOM OF FOOTINc; l:LEVATION AN1' COVl:RED r'l!Trl A LAYER Of COMPACTED GAA\/l:l., 4) A MOPll'll=D ~CTOR TEST SHALL ee FJ:1'1.l"ORMl:P El'!' A SOILS TeSTIN$ LAB ON EACH TYPE OJ SOIL TO eia COMFACTeD. 5') SOil. SHALL El, COHPAC'lll!D TO NOT l.555 THAN "15'% OF HAXIM.!M PRY DlaW..ITY Fl:R. ASTM Dl$1 IN LIFT$ NOT TO EXGEE:D 6" LOOSE Dt:FIH. Rl=FE:R TO Gl:OTeCHHIGAL R.E!FORT, 6) FIELD DENSITI'I TESTS SHALL et': FJ:RF'ORMer> El"/' AN INDEPENDENT SOIL$ TESTIN6 LAe TO ~~J. C.OMPAC.TION. A COPY OF AL.J.. TeST REPORTS SliALL EIE: FILJ:D l'IITH THS A, -ilTECT. 1) BACKFILL SYMMETRIC.ALI..'\" Ae<AINST ALL FOUNDATION l"iALLS IN INCRl=Ml!NTS NOT TO l=XG5!D :2 li'eer MAXIM\..'M PIFl"l?RE!NTIAL. S) see FLIJNEIIN$ lND a.ecTRIC.AL PAAl"iJN$S FOR VNDl:R SLAEI SYSTJ:MS AND 'I) ::::1:: t::: ::::Lp:::l:T:~ A$AINST ~RAPE lo/ ::::::::t=:H:: PLACl:D ON A 10 Mil. VAPOR RETARDER OVl=R A MIN !!>" COMFAd'-TED FIHE $AANUL.AR. FILL. LAY~. I CONC-RETE NOTES I) ALL vONCRE:TJ: l'lA!.!<S AND OONvF!E'Tl: EXPOSED TO THe VleATHE:R SHALL. CONTAIN.AN A!:'F~ AIR E:HTRAIN!NG ADMIX1'lil'<l= AND SHALL. HAVE A COMl'Rl:SSIVE: STR!:NeTH OF NOT LESS THAN 4000 PSI "" :2S t;,AYS. AIR C.ONTE:NT SHALi. BJ: 4 1/:2ll; TO '7$1$, :2) 6) 4) AL.L. OTHER CONCRETE SHALL HAVE ., .. COMFF<l:SSIV!:: STF!EN6TH OF NOT Less THA!>I 6000 PSI <!I :2S DA"/'5 ANP CONTAIN No AIR E:NTR.AlNMl=NT. ALL CONCRE:TJ: $HALL c:;oNTAIN AN Al"l"ROVED l"lATER•REDUCINe; ADMIX'Tl.lRE. A SET OF F'OUR (4) CONCF!ETE Tl=ST!I CYLINPJ:R!l SHALL Ell; TAKEN .SY AN INDEFENDl:NT CONCRETE! TJ:STINe LAEi ON J:MH DAY l"lHEN CONCRE:TE . Pi.AcEMENT EXC,El=D$ & CUEIIC YARElS. 01-l!: CYLINDeR SHALL BE eROK!:N AT '7 DAYS, Tl'lO AT 25 DAYS, AND ON!: AT !lG DAYS. A COPY. Of AL.l. TEST Rl:PORTS Sr!ALL. ee l"ILED l'llTH THI:: ARCHITECT • &) NO CALCIUM CHLORIDE SHALL BE USl:iD IN AN"/' CoN.:;REITE:. 6) A MIX Dl:Sl<~N SHALL ee eUBMITTeD FOR APPROVAL FOR. EACH T'fPI= Of CONCRETE!. 7) AL.L Rl:INFORCINe SARS SHAJ.L. BE ASTM A-61S GRADE 60 UNLESS NOTEO OTHE:R.l'IISJ:. I>) GHECKl:D $POP DAAl"ilNl!lS SHOl'IING REINF01'lCIN6 Dl:!TA]t..s, INCI.UDINS S'TEl;L SIZES, SPAc:;;Ne, AND FLAC!:MSHT, SHALL ee SIJeMITIE:D eY THI: CONTRAvTOR !'OR Al"PROVAJ.. PRlOR TO FAeRlCATION. '1) ALL. REINFORCINi;. BAR SFLICl:S SHAL.J.. CONFORM TO R5Gl/1Rl=MJ:NTS OF Ac:;! SI<>, EIUT IN NO CASI: 5HAL!. THl=Y 191:.: LES5 THAN 2'•0" 10) DOl'll:L.S SHALL MATCH SIZJ: AND SPA<:;JNS OF MAIN RElNFORCINS. 11) CONSTl<l.lGTION .JOINTS IN ALL l"iALLS !:>HAJ.L BE NOT Fi.lF.THER AF,•,RT THAN 60 FE:ET IN AN'l' DIR.EC.TION. see Pl.AN POR 1-0CATION OF Sl.Ae CONSTRIJC.TION AND/OR SHR.INl<Ao,E: .JOINTS. l.:l) ALJ.. l'IE:J..DED l"i!Rl: FAeRIG SHAJ.L CONFORM TO ASTM A-le&, Fy=60 KSI J;i) ,i..LL l'IE:L.DEP l"i]RE: l'AeRlC SHALL ee LAPPED Tl'lO (2) FULL MESH FANE:LS AT !\IDES AND ENDS AND et': SECURELY tllR.J:D TO$ETHER. 14) SEE: ARCHITECTiJAAL Dfl:Al"ilNes FOR T'fFE AND LOCATION OF AW. FLOOR FINISHES, FLOOR Dl:FRl:SSIONe AND CUT OUTS, IS) COOi:!PINATI: AL.L l'OUNDATION l"l:I-IETRATION& WITH ARCHl'IEGT, FLIMBINS,, ' Ml:CHAHICAL., J:Ll:CiR.ICAL CONTRACTOl<S AND LOC,AL AGENCIES. DESIGN LOADS (cXC,ePT AS NOTED) CODS ~ MASSACHUSl:TT5 STATE ,B'JiLDING C.ODE (REF, :2015 INTERNATIONAL 19!.111.PINe. ~PS) SLAB LOADS R!:T AIL Al<EAS (FIRST F'l..OOR) STOAAE;E AREAS (Ll<Sr!T) CONC5NTR.ATED LOAD -----100 PSI" 125 FSF ---...:..--1000 I.EIS l"F<OST Dl:PTH • (MA STAT!:: EIUILDINe. CODE;), -------4'-0" AS!SUMl:D SOIi. 61:ARIN<,, vAPACJT'( (TO as Fll:LD VER.IFIE:D) , SEISMIC FAC.TOl<S SEISMIC: PE51!SN C:RIIERJA, · <$,ROUND ACCE:LER.ATIONS Sea0.171 Sl=0,066 1'E$l<PN AXJ:Ll::RATIONS S:!••O.lll,:2 acl!•0.106 SEISMIC. IMPOR.TANCI: FACTOR. 1 .. ~1.0 OCCUPANCY CATE.SOR"/' ll SEISMIC DESl$N C.ATI:eoRY 6 SITE CLASS D /FRJ:5UM5D) AHAL "/'SIS Pl<OCEPUl':E (EGUIVA!.ENT LATEAAL. FOl'!GEJ LA TElAAL RES IS Tl Ne. FORCI: 5'1"511:!H --2500FSF (LleHT FRAMi;D EllaAR.INGi\ l"iALLS r</ moD STRIJC.T'JR.AL PANeLS) R.eSFON6E MODIFICATION C.OEFFIGIJ;;NT R= e, 1/2 SEISMIC RESPONSE COEFFICIENT Cs= 0.0::211, R.OOf LOADS <$ROUND $N01"11.0AD (Pg/ ------------40 P5F (PLUS DRIFT) FLAT ROOF SNOl'I LOAD (Pt) -----------40 FSF (PL.US DRll"T) TOP CHoREl Di:AD LOAD 10 !"SI" EIOTTOM aHORD DE:AD LOAD • 10 FSF MIN ROOF !..Ive LOAD l'IIND Sl"l:l:D -·-·---------.:.o PSI' ---------·-··--------111 MFH /ULTIMATE) l'IIND SXPOSL/RI: CATEl!lORY e WIND LOl'<D!Ne< TEIP EIY T1<1JSS MANUFACTURE!': SASE!D ON ROOF ~Nli'ALANCE:D SNOl'l LoADS, Ll=el"iAR.D SIDE l"ilND/"iA!W SIDE --------- 50 P!lr PLUS, ADDITIONAL 4S FSF l"i/1 G'·S" OF THc: RIDGJ: IS FSF AHARONI AN & ASSOCIATES INC, ARCHITECTS 310 George W<>ahlnglon Highway SUl!o 100 · Smlthffeh3{ Rhode loland 0 2 g · 1 7 T 40!-232-60! 0 F Hl-232-5080 WWW.ARCH-EIIG.COM D!ECLAlMER OINNERSHIP ANO USE OF DOCUMENTS, DRAWINGS ANP SPECIFICATIONS ARE INSTRUMENTS OF PROFl!SSIONAL SERVICE ANO SHALL REMAIN Tlie PROPERTY OF THE ARCHITECT. THESE D0CUM8NTS ARE NOT TO ee USED, IN WHDl.E OR IN PNlT, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY Olr!ER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITTEN All1'HORIZATION OF THEIARCHITECT. REVISIONS 6. NUMBER REMARKS OA1E FOR CONSTRUCTION PROJECT TITLE G.\ 11£1 ~ [ @i®tdwtnt~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON ROAD NORTHAMPTON, MA O 1060 Hampshire County DRAWING 11TI.E STRUCTURAL NOTES DA TE l'ROJ NO MAY 29, 20IE1 11l05.C•I DRAWN BY CHECKED BY AL JE3 DRAWING NUMBER SO. I .. ::>,,-__ a) ..... ~ () z. ---U'J ~ <(_ () 0 U'J en <( o'd z <( ' z 0 a:: <( J: <( © i a I)( i 2 90 BAR DIAMETERS . . ·!.'··.: ·. : .. ,~···!'·.:: :> • :_ ··/;'_\;_·.·;.:: .,,, · .. :··· ;-,'..'./\:-~ .. .. .. • . : . . .. " ..... ~ :• .. • .. • , .. • •: .. .... • • \_ (B) ff4 VERTIC.AL DOl"il:LS INTO FOOTIN<S -'k---+~· .... .. ,. "•. . . " .. '.' ' CONC. SLAB W;\ ;t /PROVIJ:>I= SAl'lc.UT JOINT &x&-l•U.4xf'll.4 l'll'lF ~ IN C.ONC. SLAB -FILL"/ @ MID•DE:PTH "' l:POXY Al"Tl=R SLAB C.URE:S ~ t= . . ··::r.:· ·'.::. •. t l • ~ ... ... . . . . . . .. ~ . ,t "' -·~ ...,_,~ ....,.~. ·~ -•----•-'-·--~~ : ~ ... '" ' •.· • • . • '. • ... :· • • .;• ",. . •,i ,, •. ..., 1,,.1•: I; {t '•: ... 'n • ' ~·, •.",' ' ,:: ,,. ', t,' ' l ,' • •; ,.i~t·-·<.~.1~ ... ~1.,;(.:',:11_ •• ,·, I •••. :, •• 1,,-.1 ...• ,, .• •bl-'t, 1::gt·::~·1\ '.!e{d)l~<JI:.: 1,:·1. • · .,. r f!-;·,, :r·t ,,;·,. ~: 6 11 S,TR(JCTUR.AL 'l•;y,.~-. r;-~.1-... 1·~·h,~.. . ....... ,1,1 ,,) ••• ., · ';j')-" '' ,·'•'-'' :•. ·l' ') ' .,, ,. · . ·· ·. ;., ·•,: I°···, 1" •·· ' ,,, ·' · COMPAC.TED FILL '!':·,···=·t:~:: .. r~.r~?./{.·::.J-,• I ,. '. '; :~ f). ') :• •': •, '! '' ·~ VIRSIN SOIL ORry::Jt{;f: :·: _'). ;O MIL VAPOR RETARDER C.OMPAC.TED FILL "1 MIN &" LAPS AT ALL E:D<&E:S PER SPECIFICATIONS "TYPICAL AT INTERIOR SLABS NOTES I) SAf'ICUT 6HRINl::A<:>E! CONTROL JOINTS SHALL SE PROVIDED f'IITHIN 12 HRS, OF SLAB PLAc.EMENT, A6 SOON AS CONC.RETE 16 CAPABLE OF SUl"f'ORTIN<& 6Af'ICUTTIN<S EGIUIPME:HT. :2) LOCATE SHRINl<A<&E CONTROL JOINTS A6 INDICATED ON SLAB FLAN, OR AT A MAXIMUM SPACIN& OF 20 FT. OC IF NOT INDICATED ON FLANS. RE:SI.IL TIN& SHAPE SHALL NOT SE <SREATER THAN 400 S.F. NOR EXCEE:D A I.S , I LEN&Tli TO f'IIDTli AATIO, 6) OPTIONALL '(, THE SHRINl<A<&E CONTROL MA'!' SUSSTITUTE FRE:•FABRICATl=D PLASTIC STRIPS INSTEAD OF SAf'ICUTTINIS. SUBMIT CATALO<& CUTS FOR APPROVAi. ~IOR TO USINIS. 4) IN6TALI..ATION OF ALL NON-STRUCTIJRAL 6LAE!-ON-<&RADE: SHALL CONFORM TO ALL F<EGIUll'tl:Ml:NTS OF THI: LA Tl:ST ADDITIONS OF BOTH ACI-S&O AND ACl-902 TYPICAL J.AtALL REINF DErAIL ,, 5 ', @ CORNERS ,/4 ', SHRINKAcSE CONTROL DETAIL TYPICAL FOUNDATION J.AtALL SECTION@ DOOR OPENINcS ,,2\ FOUNDATION J.AtALL SECTION , SI.I,.' 5c.AJ.Ei, !:1/4" = l'-O" "51.1,.1 5c.AJ.5, !:1/4" = l'-0" I 5[.I '-51.1/ SC.Al.I;, !:1/4"" l'-0" l"~hltoMIG!M I<il M l;Jl,IJi?lE5Sl!PE QE TH5 890f PLYWQOP -~'i'Vl/i& Ell"Aall1!1i> · At 16" 19N CENTER f'IITli A 4X& DOUG FIR Pt:1S'T AT lliACH li!i'lli>. ·1/ll" ~le>R <&~E FL 'l'f'!OOD (MINIMUM) NAILl:D WeD C,:)IMl'fS>II! NAII .. S Sl"ACEI>' AT 4" ON CENTER AROUND THE: l'ellllMm'ltll!t QF 1'Hll: MAR i"w.L DIMENSIONS AND ALL. INTERIOR ..!GIN'!'$.· ltleffi, FL '!'l'le>GD TO SPAN VERTICA!.L '( eE:TY'IEeN FLOOF!S ~ 1'11WVID!l! 5<01.lll> BLOC.KIN<& AT ALL HORIZONTAL FL '!'l'lc:>OD JOlll!'i'Sl NAILE!D AT 4" ON CE:NTER (STAIS<&ERl:J:>). PROVIDE eD COl"IMl.i>N NAIL!> ef'Ac;;E!D AT 12" 19N CE:NTEF. EL.SEl'IHERE:. •CGNlll!IGT 1'Hi£ 4Xl, DOUG FIR POST AT 1:ITHl:R END OF THE: SHEAR l'v'II.I. TG 1'1olli: FOUNll?ATION f'IITH A SIMPSON HDUS·SDS.2.S ~J.lii>IZ>l'IN, TH!: lllOLDOYW SHALL BE LOC.A TED ON TOP OF THE: Fal!Nll>A1'1GN 51110~, GGNNEGTEP TO THE 4X!io DOU& FIR POST ~ITH (14) $1Mfl'iPiii1N fiG'e 1/4" X 2·1/2" 5CREf'IS, AND CONNE:c.TED TO THE co~ l'IITl!I A !iVe" DIAMETER ANCHOR SOLT EPOXIED INTO 'l'Joll GONl;>N!i'I A MINIMUH OF &". PROVIDE SOLID BLOCKIN<& ~N Tilil;: UN!l11ill1!61DE OF THI: FIFtST FLOOR AND THE TOP OF 1'1<11: l'O~ATION l'IAI..I.. AT 60TH HOLD DOl'IN LOCATIONS. e'-01, SHEAR l'IALL 'B' i----------- -'i<---'ls---':i: I I>: . • ... . , •. NOTE; PROVIDE SLEEVE IN FOUNDATION l"iALL AT ENTRANC.E OF ALL UNDEF!$ROLIND UTIL.ITll:S - LE6END I XXX I TOP OF f'IALL SHELF [ XXX J SOT OF FOOTIN<S /2'\.. e,1-on 4• .. 011 -,f---::=:-=--,..,...=--,f---''-"'--,i'-lf ! 4'-0J \!I.I SHEAR l'IALL 'B' ----------------------r-~r-----·------------------------------------------, . ' -•. •. ' ." • I ... . . . -. . •.. . .••• ,I .. ,; "! , , .. •• , , '" ; I•• .•, '. ~· :,// '/7/./JJl'J',/'-"j.JJ./.h~A' • ~·,· j ~ ! : r; '<ti)( I ~ I : ~ ,------------------------------------------".----+-----·-----------------. -------. ------------1 "· I "f : I!+! o'-s' II!-) o'-6" I ~ ! ! -1 --+!-re\s--. ,,._ I , Ir (5~ Ii i\s1.1J } -'k'-'----~I I I I I -'lc----LI ':t I? I hi; I 1¥ m I .; "'" J I : . I I :: I '? I in J ,: ~ :~ I I "3 d ' ~-' \ SI.I / < , 1:11'-"- I. 2'-o" FOOTIN<S I. I. ~ :;I 2'-0" FOOTINIS "'-• ~ ~ r;:-J I -;1'51:: ,!'-1,--=e,:..".:.F.::Oc.::.UND=A.:.T:..:;IO,.NC!..!..f'IAL=L=. l.l" FOUNDATION f'IALL .! ~: ·1 9 . 4 I ,; I sl!" STEM I '° I)( '<t lit = I i:v.1"rt-"-=;:=::::..... 5!" STEM i I 'h1 ;fj 1..111 ~.,;-t-t---J I K I T in _,,,,_ __ I "' i\ I(+) o'-s"! : ~ l I± I I PROVIDE CONTROL JOINTS I<-) 0'-6": .• ~l--~-- 1 IN CONCRETE FLOOR I ,, J SLAB -SEE 4/51.1 I :. I I 1-r-----------=----------1-------------"'C,.C:.J __ _, _____ -+----------~C~J-------~-t----------.;:;";::;J _______ -;.I_H;; I : : -$-: ;i : I I ,. I 1 1 I FLOOR. SLA6 J;L= 146.6' :I: I I I I Fi!.E:F 51..= O'-O" I \ I ,-... I I .. I .. I / s \, J '--4' CONCRETE SLAB ON <SAA!,1::----.._ J ;. J 1---1+-+-!-i~ REINF ""' exe-l'll.4~~1.4 ~FFI , \ SI.I J I '1 I Fl.ACED AT MID-DEPTH -Tf1i' II I ¥ PROVIDE 10 MIL POL 'I' VAPOR RET),.RDER : J I I OVl:R 6" coMPAC.TED FINI: <&AANULtR FILL J '.; I I I 4 VIRGIN SOIL OR COMPACTED J ILL J j -,----'ls- J,... J J "3 11~1 -'l.----i-1 , · COORD ALL FINAL BOT OF j ,. I • A I ' I I " FOOTIN<& ELl:Ve "' SITE PLAN :;I I ;. I -;\i' 1 2 '\ ;; I ~ I ? I in ~i ,; I ~ i'; 1 1 ~ I ,\I Ill" "I ---~, -I i'§ :i: I ~ I . I I ,~(5 ~il ljl j I I ~ ~ (+) O'-!!" 11<-> 0'-6" I , /r ID I t. I : S i I i I ! ! --, IM oc, I 10 =·I : ;,::: :::::.:::.:: :::.:: ::. ::::,::.::::::.:: :: :: ::::.::. :::: : .:::.::. ~ ~:': :::::.::.:.::-::.:::: ~ ::.: ::. ~-~ ,,; ~i---:r-'k- ~ ~ i";.· ,~--------~.---------------------------------I _____ J ::: ,s---~ ----------(-)4'-o"-------~~------------------..J -'k---'k---'-'<lf r~ :~~•-tl.1\r:·.:(, ...... 1 ,;-,.,!>..~" •. • . •"-·"-.-:,...S.·~ ,_.;.,_•,.i ,•·,··.• I,.;,,• ... ,-,·:·.· .·.· . ..-.:,.1,·.~·~·:i I N [ ~ rs\.'.?..._ .. .-' ___ -------',---/2~ -?s~-----------lfJ 4'-oj I ________ .J ~ ,s1.1/ \SI.IF S'-6!11 S1-4~11 6 1-e,11 ~ .....__,,. e,• .. 0 11 : :<+> o'-s"I I r :r-> o"-6"1 ' I I I CJ SHEAR l'IALJ. 'B' eHl:AR f'IALL •e• SHEAR l'IALL 'B' 941 .. qu 121-C\11 1/I': ~~~:?~!.!ON PLAN \.. ~ :~N) -PLAN -.----, AHARONI AN & ASSOCIATES INC. ARCHITECTS 310 George Wcahlngton Highway Sullo 100 Smlthfleld, Rhcde !Blend O· 2 9 1 7 T 401-232-5010 F 401-232-5080 WWW,ARCH-ENG,COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PRO PERL'( AUTHORIZED B'( CONTRACT WITHOUT THE EXPRESS WRITIEN AUTHORIZATION OF THE ARCHITECT, REVISIONS .6. NUMBER REMARKS DAlE FOR CONSTRUCTION PROJECT ilTLE [ @@l~d!fir'O~~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON NORTHAMPTON, ROAD MA 01060 Hampshire County DRAWING TITLE FOUNDATION PLAN & DETAILS DAlE PROJ NO MAY 25, 2018 11105.01 DRAWN BY CHECKED BY AL JB DRAWING NUMBER S 1.1 ' R.O. R.O. I 221-111 -SHADED AREA DENOTES SNOl'I D"'IF'T' SDI $ SD!l SLOPE I 1/4" P/FOOr 641-011 F'RQEILE 16 1 SLOP!;; 1/4" PIFCfOT I I I E IA' 2 TRUSS PR(;'.)FILES 51.2 ec.AU:, 1/4" ,. 1 '·0" R.p. R.O. - TRUSS ol!';ARIN!S ~ . -El-= 1,2• ... 0 11 AF ----_TRUSS 6EAR1Ne. EL = 121-011 AF as·-1~" ROOF FRAMING PLAN SC.ALE, 1/4" = l'-0" PLAN NOTi:S I) THE TRUSS LAYOUT HAS 6EEN PREPARED FOR THE F'URPOSI= 01" Dl=ShS.N INTl=NT ONLY AND SHALL NOT 61= CONSIDER.ED AN EN!SINEERED DOCUMENT. THI= TRUSS MANUl"ACT\IRER SHALL ee 1'<1:SPONSlolLI= FOR PR:OVIDIN!S A CpMPLETE ENGINEl=RED DE:SIGN, INCLUDIN<S TRUSS SHOP D~IN<SS AND l=NGINEERINIS CALCULATIONS. 2) TRUSS MANUFACT\IF?ER TO ALLOl'I l"OR SNOl'I i::>RIPT 4 INCORPORATE RT\l l'IE:l!SHTS INTO TRUSS DESIGN. 6) RTU i"ll=IGHTS ARE ASSUMED -HVAC TO 6E DESIISN 6\JILD. <SC TO C.OORD l'IE:IGHT I'll TRUSS MANUF. PRIOR TO l"ABRIC.ATION. SNOjll( DRIFT NOTES ~~ HATCHED AREA. INDICATE;i:> ~::J I)RIFT LOAD AREA. k-1 .... I I!~+-----P DRIFT,; 46 PSF Jllllll!II/IIJ PF•40PSF SCALE, NTS iq PSF [If;;l, I I l I J SCALE, NTS sp:2 SiPSF 1M 111111111111 SCALE, NTS spa / AHARONIAN & ASSOCIATES INC. ARCHITECTS 310 George Washington Highway . Sullo 100 Smllhflald, Rhoda laland 0 2· 9 1 7 T •ot-232-5010 F •01-232-5080 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, THE~ DOCUMENTS ARE N\lT TO. BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE. · EXPRESS WR I TIEN AUTHORIZATION OF THE ARCHITECT •. . ' REVISIONS 6. NUMBER REMARKS FOR CONSTRUCTION PROJECT TITLE [ @l@1tdrHn~ilflffiilr]. PC# 357276· . FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON ROAD NORTHAMPTON, MA 01060 Hampshire County DRAWING TITLE ROOF FRAMING PLAN & DETAILS DAlE PROJ NO MAY 25, .:2018 11105.C•J DRAWN BY CHECKED BY AL JE~ DRAWING NUMBER Sl.2 co ~ 0 N u z Cl) ~ <( u 0 ~ <( ~ z <( z 0 0:: <( I <( © I I C ;1i:~1~;iJ\tif 1~~rt~[;~t1;¥:::r~2I~tiI:ii~tii~1;f ;rn@:~\tltI1~,~ >-I-+--+--+-®-. -+--+---+-t \, :i.1 ·-/H-. ~ ii"" / ~I\ _ :;.llo r, i--i--i-,--i--t-t-i--r-11r-r1~~-r-r--t,: ;;;;1~;i;;;; ,1;;1~ 1111--1--l.-1--i--~--<-+--l--..;-+--1--+--,f-+--· ~ ® [ ,; ~ v'---~"'--® Er-· ' 1 ,_ ·.~.__; i I cp Ml.I.,. ~~ u ~ :,, "' I • , I u I I ' GENERAL NOTE, HVAv SYSTEM TO BE DESIGN BUILD. DUCT LAYOUT SHOl"IN AS GUIDELINE -EXPOSED DUC.TS REQUIRED IN OPEN vEILING ARE:AS. C.OOl<D ALL. FINAL DIFFUSER 4 RE:1l!RN LOCATIONS IN FIELD V'IITH LIGHT FIX1lJRE 4 Dl:VICE LOCATIONS. HOODS SHALL BE ElUIL T IN C.OMFLIANC.E V'IITH BUILT IN ACCORDANCE ~'TH NFPA No. 96 NFFA •'16 NSF UL 110 4 ULC.110 STANDARDS E.T.L. LISTED 90541l04-00I . . . u ! u I u u HVAC. FLAN SCALE, 1/f>" = l'-0" PD GREEN NOTES I) HIGHLY EFFIC.IENT HV Av SYSTEMS, INCREASl:D EFFICIE:NCY OF PD PROTOTYPIC.AL HVAC E:FFlvlE:NvY TO HELF REDUC.E: C.OSTS IN OFERA TION 4 MAINTENANC.E. :2) AUTOMATIC. EXHAUST C.ONTROLS, AUTOMATIC. C.ONTROLS ON ALL EXHAUST FANS IN HOOPS RE:DUC.ES ENERGY BY ELIMINATING UNNEC.ESSARY VENTILATION J,',!HE:N HOOD 15 NOT REGUIRE:D 4 REDUvES MAINTENANvE OVER TIME. GENERAL HOOD NOTES I) ALL ELEC.TRIC.AL FIELD C.ONNEC.TION5 AND RELATED INTERCONNECTIONS SHALL BE PROVIDED BY ELECTRIC.AL vONTRACTOR. :2) ALL MEC.HANIC.AL FIELD CONNECTIONS AND RELATED INTERC.ONNEC.TIONS SHALL BE PROVIDED AS REQUIRED BY MECHAl'IICAL CONTRAC.TOR. 5) ALL ASSOCIATED HANGER MATERIALS SHALL ElE PROVIDED BY INSTALLING CONTRACTOR. 4) HOOD MANUF SHALL PROVIDE FAC.TORY LOCATED AND J,',IELDED HANGER BRACKETS. 5) ALL DUCT C.ONNECTIONS FROM CAPTIVE-AIRE HOOD SHALL BE: PROVIDED El'( THE MEC.HANICAL CONTRACTOR. ll) ALL REQ'D SEISMIC RESTRAINTS SHALL BE PROVIDED BY INSTALLING CONTRAC.TOR. 1) INSTALLING CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR VERIFICATION OF PIMENSIONAL DATA CONTAINED ON THESE DOCUMENTS FOR ACCURACY, INTEGRATION, AND ADMINISTRATIOl'l OF CODE RE:GUIREMEl'ITS IN EFFECT PRIOR TO ANY RELEASE FOR PRODUCTION OF EGUIFMENT 5HOV'IN. ll) Sl<SNED AND APPROVED COPIES OF THIS DRAJ,',IIN<S MUST BE RECEIVED BY THE FAC.TORY PRIOR TO C.OMMENC.1:MENT OF FABRIC.ATION. 'I) ALL FANS SHALL BE UL LISTED. 10) HOOD EXHAUST FANS SHALL BE INTERLOC.KED ·Y<I HVAC UNITS. A CURRENT SV'IITCH SHALL BE V'IIRED IN PARALLEL v</ THE EXHAUST FAN SJ,',IITC.H 4 THE HVAC. ENABLERS. l'!HEN THE EXHAUST FAN 15 TURNED ON, THE HVAC. UNITS 4 THE EXHAUST FAN SHALL OPERATE SIMULTANEOUSLY TO PROVIDE MAKE-UP AIR. V'IHEl'l THE EXHAUST FAN 15 TURNED OFF, THE HVAC. UNITS SHALL OPERATE NORMALLY ON THEIR 5C.HEDULED FRO<SRAM5 4 5ETTIN<S5. EXHAUST FAN SCHEDULE SYMBOL CFM SP <l:XT) ELECTl<ICAL DATA MANUFACTURER MODEL NUMEER REMARKS HF FAN RPM VOLTAGE STARTER SIZE EF-1 525 .50 1/9 EF•:2 500 .15 .If> EF-9 300 516 114 eXHAIJpT FAN SF'EC!F!CAT!QN I) FURNISH EXHAUST FAN(5) V'IITH, a. ALUMINIZED BIRD5CREEN b. SAFETY Dl5C.ONNEC.T SV'IITCH ~-AMCA SEAL $ UL C.ERTIFIED 1212 1!51!5 !SOQ d. 12" HIGH FREFABRIC.ATEP ROOF C.URB "· SPEED C.ONTROL 120/1/llO l:20/1160 12011/60 P. GRAVITY DAMPER (AS REGO BY LOCAL C.ODE) :2) El'ISURE E:XHAUST DISC.HAR<SES MINIMUM IO FEE:T FROM AIR INTAKES 9) vOORDINATE Y'IITH MANUFAC1l!RE:R FOR FINAL SELEC.TION C.APTIVEAIRE Dli.i39HFA CAPTIVEAIRE DRl:2HFA CAPTIVEAIRE DRIOHFA eXHi\UST Hoop 5PeC(flCAT(QN I) EXHAUST HOOD SHALL BE TYPE 2 CAPTIVE-AIRE: MODEL, SINGLE V'IALL TYPE J,',IITH NO BUILT ·IN MAKE:-UP AIR C.AFABILITIES. :2) HOOD COMPONENTS SHALL BE FABRIC.ATED OF TYPE 504 S/STEE:L, POLISH #9 OR #4 ON ALL E:XFOSED SURFAvES. 9) HOOD 5f!ALL BE PROVIDED Y'IITH HANG>IN<S ANGLE:5 ON EAC.H END OF THE HOOD -C.OORD v</ MANUF FOR PROPER SUPPORT. 4) NOMINAL HOOD DIMEl'ISIONS SHALL BE: AS SHOl"IN ON DRAV'IINGS. EXHAUST HOOD SCHEDULE REF MAX EXHAUST FLEl'IUM HOOD FILTER(S) FIRE HOOD EXHAUST MODEL LEN<STH C.OOKIN<S TOTAL RISER(5) C.ONSTl<UCTION SYSTEM l'!El<SHT PAN TYPE <i!TY HEl<SHT LEN<7TH PIFIN<S TEMP EXH CFM DIAMETER 4> CFM S.P. EF-1 9624 51,..911 100 5:2S 1011 5:25 -0.05611 490 55 AWM NONE 112 VHB DEG 100% MESH LBS ---- EF·:2 4f>:24 51-011 100 500 1011 500 -o.1eie 11 49055 ALUM NONE :229 VHB DEG 100% MESH LBS b EXTERIOR Y'IALL CONSTRUC.TION SEE A4.I C.UT 4 PATC.H ROOFING SYG AS REQ'D TO INSTALL EXHAUST CAP. PERFORM J,',IQRK IN 5Tf<IC.T AC.C.ORDANC.E l'W ROOFING MANUF'S INSTRUvTIONS TO PROVIDE A l'IEATHERTl<SHT INSTALLATION 4 MAINTAIN Y'IARRANTY. PROVIDE FLASHING> 4 SEALANT AS REG'D SHEETMETAL DUCT OFFSET ANP TRANSITION AS REGD INSTALL V'IITf! CRIMPS AGAINST AIR FLOV'I TO PREVENT POOLIN<S OF CONDEN5A TE IN DUC. T SEE Al.4 STAINLESS STEEL SHROUD ---I-- PROVIDED BY HVAC. C.ONTI< I =:~.,:;;;;;;;i--ll @ ALL EXPOSED FAC.E5 I' SUSPENDED C.EILIN<S SYSTEM 1/:2"¢ THREADED ROD__,..,.----- 4 HARDY'IARE -TYF - ~ " 0 0 a "' ~ EXHAUST DUC.T ·' UP TO EF-2 N /!\ I I \t1:V / (I I --1·----_,_ --' f\_,:-~_; e "' ANGLfS BY ·' HOOD MANUF N I 0 0 J. 2'-011 t 4 HOOD FLAN VIE~ Al .S SCALE, 9/4" = l'·O" --I \ E:F•:2 :20 <SA STEEL ROOF CUREl FOR FLAT ROOF LUMINUM MESH FILTER EXHAUST HOOD OVEN 0 0 S HOOD SECTION/ELEVATION AI.S SCALE:, S/4" = l'-0" - .:,. • ,<!<. _5) Ul 51_911 '"' :'::!'-611 I 0 I iil STEEL HAN<SING>- ANGLES ElY - HOOD MANUF ' -t~~ (I\ ~----\. ,) ~ EXHAUST DUC.T fil I UP TO EF•I 0 0 I -I --I ~ ~ I 2 HOOD FLAN VIE~ CUT 4 PATC.H ROOFING> 5Y5 AS RE<il'D TO INSTALL EXHAUST CAP. PERFORM J,',IORK 11'1 STRICT ACC.ORDANC.E J,',1/ ROOFIN<S MANUF'S IN5TRUC.TIONS TO PROVIDE A J,',!EATHERTIG>HT INSTALLATION$ MAINTAIN l'!ARRANTY. PROVIDE FLASHING t SEALANT AS REQ'D PROVIDE UNISTRUT CHANNELS SECURED TO BOTTOM C.HORD OF 1-',00D TRUSSES SHEETMET AL DUCT OFFSET AND TRANSITION AS REQD INSTALL l'!ITH CRIMPS AGAINST AIR Fi.Or', TO PRl:VENT FOOLING OF vONDEN5ATE IN DUCT STAINLESS STEEL SHROUD ---~;;;;;;:;:;;;i-·11 PROVIDED BY HVAC. C.ONTR @ ALL EXPOSED FAC.E5 SUSPENDED -- CEILIN<S SYSTEM AI.S SCALE, 9/4" = l'-o" EF•I :20 <SA STEEL ROOF C.UREl FOR FLAT ROOF @+t?"'r"'-------,.iiiiiiiiiiiiiiiiii!"'"""----iy ' \_ 1/2'¢ THREADED ROD _,,,.-----I 4 HARDV'IARE -TYP J_._ -:~. · " ALUMINUM MESH FILTER EXHAUST HOOD SANDJ.AllC.H STATION SEE Kl.I 4 Kl.2 HOOD SEC. Tl ON/ELEVATION AI.S SCALE:, 9/4" = 1'-0" I AHARONIAN· & ASSOCIATES INC. ·· ARCHITECTS 310 George Washington Highway Suite 100 Smithfield, Rhode Island 0 2 9 7 T 401-232-5010 F 401-232•5060 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FDR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRIITEN AUTHORIZATION OF THE ARCHITECT. REVISIONS ~ NUMBER REMARKS DATE FOR CONSTRUCTION PROJECT lllLE [ @@lfrdrin~~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND ROAD 55 DAMON NORTHAMPTON, MA 01060 Hampshire County DRAWING llTLE EXHAUST HOOD DETAILS, SCHEDULES & HVAC PLAN DATE PROJ NO MAY 25, 2018 11105.01 DRAWN BY CHECKED BY SMC. JB DRAWING NUMBER Ml.I PLUMBINc;, NOTES I) ALL PIPINc,, SHOll'lN DIAGRAMMATICALLY. EXACT LOCATIONS SHALL BE DETERMINED IN FIELD AFTER CAREFUL COORDINATION l'IITH OTHER TRADES. ROUTINc,, SHALL BE SUBJECT TO THE ARCHITECT'S APPROVAL. ANY l'IORK PERFORMED BY THIS C.ONTRAC.TOR THAT INTERFERES l'IITH l'IORK BY OTHERS AND l'IA5 NOT FIRST COORDINATED 5HALL BE REMOVED AND RELOCATED AT THE PLUMBINc,, CONTRACTOR'S EXPENSE. 2) REFER TO EQUIPMENT SCHEDULE AND EQUIPMENT SPEC.IFIC.ATIONS FOR EXACT LOCATIONS 4 REQUIREMENTS OF PLUMSING C.ONNECTloNS."THE C.ONTRAC.TOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL UTILITIES AND THE PLACEMENT OF ALL. PLUMBINc,, E®IPMENT PRIOR TO THE START Of HIS l'IORK. NO EXTRAS l'IILL BE ALLOl'IED DUE TO E®IPMENT LOCATION CHANGES FROM THAT 5HOll'lN ON THE DRAll'llNG5. 5) PLUMBINc,, CONTRACTOR SHALL SEC.URE AND PAY FOR ALL REQUIRED PERMITS AND ARRANc,,E ALL REQUIRED INSPEC.TIONS. ALL. UTILITY l'IORK, INC.LUDING TEMPORARY SHUT DOll'lN OF SERVICES SHALL BE COORDINATED ll'llTH THE APPROPRIATE AUTHORITY HAVING JURISDICTION. 4) IT 15 THE INTENT THAT THE l'IORK SHALL BE COMPLETE IN EVERY ASFEC.T AND THAT ANY MATERIAL OR l'IORK NOT 5FEC.IFICALL Y MENTIONED OR 5HOY'IN ON THE DRAl'IING5 6UT NEC.ESSARY TO FUL.l .. Y COMPLETE THE il'lORK SHALL BE PROVIDED. 5) ALL l'IORK SHALL COMPLY AND SE PERFORMED IN ACCORDANCE l'IITH ALL. APPLICABLE LOCAL AND STATE C.ODE5 AND AUTHORITIES HAVING JURISDICTION AND DUNKIN' DONUTS MINIMUM REGMREMENT5. IN ALL CASES, THE MOST STRINGENT SHALL. APPLY. b) PROVIDE ALL NECESSARY VALVES, TRAPS AND ANY CONTROL DEVICES REQUIRED FOR PROPER COMPLETION OF UTILITY PIPING. 1) ALL >'!ASTE, VENT PIPING SHALL SE STD l'!Elc,,HT HUS 4 SPIGOT CAST IRON PIPE y,;/ NEOPRENE c,,ASKET FITTIN<&5. ALL PIPINc,, SHALL SE PROFERL Y PITCHED IN THE DIRECTION OF FLOl'I. PVC FIFING 4 FITTIN<&S MAY BE SUBSTITI.ITED IN PLACE OF C.AST IRON l'IHENEVER PERMITTED BY CODE, THE LOCAL AUTHORITY HAVING JURISDICTION .; THE Oil'lNER. e,) ALL PIPIN<& AND EQUIPMENT SHALL BE PROPERLY SUPPORTED FROM THE STRUCTI.IRE. <l) PROVIDE SHUT-OFF VALVES AT ALL FIX11JRES AND ON HOT AND COLD l'IATER PIFIN<& AT l'IATER HEATER. 10) PROVIDE BACKFLOl'I PREVENTERS IN l'IATER LINES AS REQUIRED BY LOCAL REGULATORY AUTHORITIES. 11) DOMESTIC l'IATER PIPIN& SHALL SE INSULATED l'IITH A MINIMUM OF 1/2" FISERc,,LASS INSULATION HAVING A VAPOR SARRIER JACKET l'llTH SEALED JOINTS. 12) ALL >'!ATER FIPINc,, SHALL BE CONCEALED Y'IITHIN A Y'IALL OR PIPE CHASE EXCEPT FOR THOSE CHROME PLATED PORTIONS THAT ARE REQUIRED TO MAKE FINAL C.ONNEC.TIONS TO FLUM61Nc& FIX11JRES. 19) ALL >'!ATER SUPPLY FIPINc,, TO FIXTIJRES OR <&ROUFS OF FIXTURES MUST INCLUDE >'!ATER HAMMER ARRESTOR'S, SIZED IN ACC.ORDANC.E Y'IITH F.D.I. STANDARDS. AIR CHAMSER.5 Y'IILL BE ALLOl'IED AS AN ACCEPTABLE ALTERNATE. 14) PROVIDE CHROME PLATED l=SCUTCHl=ONS Y'IHERE FIFES Pl=NETRATE FLOORS, Y'IALLS OR CEILINc,,S, 15) CONDENSATE DRAINS SHALL BE HUS DRAINS, FLOOR DRAIN Y'IITH OPEN FUNNEL TYPE OR FLOOR SINK l'IITH INTEGRAL TRAP. 16) ALL CONDENSATE DRAIN LINES FROM EQUIPMENT TO DRAIN LOCATIONS 5HALL BE PVC. 11) ALL l=QUIFMl=NT Y'IILL 131= FURNISHED Y'IITH TRIM, FAUCETS, ESCUTCHEONS, ETC. FLUMBINc,, CONTRACTOR SHALL PROVIDE ALL ROUGH-IN TRAPS AND MAKE ALL FINAL CONNECTIONS. SEE EQUIPMENT SCHEDULE. IE>) PLUMBING CONTRACTOR SHALL PROVIDE ALL PIPE HANGERS, AND SUPPORTS IN ACCORDANCE Y'IITH THE LOCAL. APPLICABLI= CODES, l<l) PLUMBING CONTRACTOR TO PROVIVE TRAP PRIMERS OR TRAP SEAL ON ALL FLOOR DRAINS AS Pl=R APPL.IC.ABLE C.ODE. 20)PLUMB1NG CONTRACTOR SHALL REPAIR ALL CONSTRUCTION AND FINISHES DAMA<&ED DURING INSTALLATION OF FLUMBIN& SUPPLY/ l'IASTE LINES AND ALL FLUMSING FIXTURES TO LIKE NEY'! CONDITION. 21) l=NTIRE INSTALLATION SHALL.. BE c,,UARANTEED FREE OF DEFECTS AND C.ONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DEFECTIVE MATERIALS OR EQUIPMENT AT NO COST TO THE OY'INER FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY ARCHITECT. · 22) ALL l'IORK SHALL SE SUBJECT TO THE APPROVAL OF THE ARCHITECT/ OY'INl:R. 25)PL.UMB1NG CONTRACTOR SHALL PROVIDE AERATORS ON ALL HAND SINKS AND LAVATORIES [THROUc,,HOUT THE FACILITY] OR [IN THE DUNKIN' DONUTS AREA]. PLUMBIN6 FIXTURE SPECIFICATIONS fLQQBSINK JOSAM MANUFAC.11.IRIN& e,o., SERIES No. 4<1500 Y'I/ HALF GRATE, NICKALOY TOP AND SEDIMENT BUcKET (S" FIFI=). SEE S/F2.I fLQQBRBAIN JOSAM MANUFACTI.IRING CO., SERIES No. SOOOO v,/ 'A" SERIES STRAINER (5" FIFE). ALL EXPOSED PARTS TO BE NICKEL BRONZE FINl5H. PROVIDE FUNNEL FOR INDIRECT DRAINA<S,E @ MINI-RACK OVEN. SEE IO/F2.I HANP SINK DD GREEN, SENSOR.ED FAUCET STAINLESS STEEL HAND SINK SUPPLIED BY MILLll'lORK SUPPLIER Y'I/ DROP-IN INK BOY'IL 4 BULLET FEE:T -CUSTOM UNIT FOR SINGLE HOLE FAUCET. C.ONTRACTOR TO PROVIDE ns SENSOR.ED FAUCET EC-5IOO-TMV4V05 SINGLE HOLE DECK MOUNT (4" DECK PLATE) ELECTRONIC SENSOR FAUCET Y'IITH POLISHED CHROME PLATED BRASS BODY AND 4-1/5" Rlc&ID c,,OOSENEC.K, 0.5 c,,PM VANDAL RESISTANT NON-AERATED SPRAY DEVICE, AC/DC CONTROL MODULE Y'IITH INTERNAL FLOl'I CONTROL SETTINc,, Sl'IITCHES, THERMOSTATIC. TEMPERATURE MIXINc,, VALVE l'IITH INTEGRAL CHECK VALVES AND IE>" FLEXIBLE STAINLESS STEEL SUPPLY HOSES l'IITH 5/e>" COMPRESSION CONNECTIONS. HANP SINK DD GREEN, SENSORED FAUCET IE> 1/E>"ll'l ~ 14 S/4"D STAINLESS STEEL.. HAND SINK SUPPLIED BY MILLY'IORK SUPPLIER y,;/ SIDE SPLASHES -CUSTOM UNIT FOR S!Nc,,L.E HOLE FAUC.l=T. CONTRAC.TOR TO PROVIDE ns SENSOR.ED FAUCET EC-5101-VF05 (CENTER HOLE) S!Nc,,L..E HOLE l'IALL MOUNT ELECTRONIC SENSOR FAUCET Y'ilTH POLISHED CHROME PLATED BRASS 60DY AND 4 1/E>" RIGID c,,OOSENEC.K, 0.5 c,,PM VANDAL RESISTANT NON-AERATED SPRAY DEVICE, AC.JDC. CONTROL MODULE Y'IITH INTERNAL FLOll'l CONTROL SETTING SY'IITC.HES, TEMPERATI.IRE CONTROL MIXINc,, VALVE Y'IITH CHECK VALVES AND 15" FLEXIBLE STAINLESS STEEL SUPPLY HOSES Y'IITH S/8' C.OMFRE55ION CONNECTIONS. DD 6Rl;EN NOTES I) LOY'! FLOY'! FIXTURES, MEET MINIMUM STANDARDS THAT REDUCE l'IATER USE, IMPROVE OCCUPANT I USER HEAL TH 4 REDUCI= CLEANLINESS ISSUES. 2) FRANCHISEE TO C.OMFL Y Y'II UTILITY 4 DATA REPORTING DD GREEN REQUIREMENTS. Q KEYED PLAN NOTES 0 SANITARY >'!ASTE LINE TIED TO MUNICIPAL SEE CIVIL ENG. DRAll'llNGS FOR C.ONTINUATION 12', Vl=NT PIPINc,, UP TO Vl=NT THRU \::.I ROOF. r;;\ C.ONNEC.T EQUIPMENT DRAIN TO \::.I FLOOR SINK. /?.. C.ONNEC.T COFFEE STATION 'CJ DRAIN TROUGH TO FLOOR SINK. © PROVIDE CHEMICAL SYSTEM FOR MOP SINK -SEE 5/F2.I. © PROVIDE CHEMICAL SYSTEM FORS-BAY SINK -SEE e>/F2.I. 0 CAPPED FLOOR DRAIN FOR FUTI.IRE USE c:§J <8) EGUIFMENT FIFIN6 SCHEDULE ITEM NO Flx-ruRE DESC.RIPTION l"!ATER Hil'l C,J/'l C.NTR C.OfFEE STATION 41 P-9 HAND SINK 1/2" 1/.2" <15 E5FRE550 MAC.HINE •101p• Tl'IIN C.OffEE BREl'IER •101pp• 51Nc,,LE C.OFFEE BREl'IER llb ISLAND OASIS BLENDER 200A IC.ED C.OFFEE BREl'IER 9<15 P-4 HAND SINK 1/211 1/211 -- 424A P-5 9-BAY SINK 5/4' 9/4" 595-2 ""6 MN R:lfA1ERKK~ •si:to• l"!ATER FILTRATION 5Y5 4 •sci1• 600STER PUMP (IF REQ'D) P-1 FLOOR SINK P-2 FLOOR DRAIN 1/211 P--5 MOP SINK 3/411 9/4' p..t, l'IA TER HEATER 0/4" 9/4' P-<l LAVATORY l/211 1/211 P-lo TOILET l/2!1 P-11 URINAL 5/4' ··--·---- P-1 c,,REASE TRAP P-12 Y'IALL HYDRANT 40<1Q IC.E BIN 422 ICE MACHINE PLUM6IN6 SPEC,IFIC,ATIONS INTERIOR DOMESTIC. t<ATER EIEIN§ 5/4' s;eu >'!ASTE REMARKS fC,l'I DIR "'D VENT c,,AS 1/211 I 1/211 I 1/2" l"!ASTE AT DRAIN THROUGH,!!," C.l'I AT SPRAYER; SEE MLl'IK Dil'l&S 2' I 1/2" s;e,11 I" 11411 20-<lO PSI. MAC.HINE SUPPLIED l'IITH A 1/4" MALE FLARE FITTING 1/4" 20-<lO PSI. MAC.HINE SUPPLIED l'IITH A 1/4" MALE FLARE FITTING (2J 3/ u I" (2) >'!ATER C.ONNEC.TIONS REQUIRED 11211 20-<lO PSI. MAC.HINE SUPPLIED Y'IITH 1/4' OD MALE FLARE FITTING I 1/2' I 1/2" -- 9' 2" S/411 a;411 . SEE Kl.2 4 l'IATER FILTRATION SYSTEM DETAIL 5' 2" 2" 2" 5' 2" S/411 11/2" 11/211 4" 2" 2" 11/211 5' 2" 5/411 S/411 I) FIFE, COPPER 11.IBE, ASTM se,e,, TYPE K OR L, DRAY'IN. FOR FIFE b INC.HES AND LAR<&ER, STAINLESS STEEL ASTM A512, SCHEDULE 10 MAY 131= USED. Fl=X PIPING 4 FITTINGS MAY BE SUBSTITI.ITED IN PLACE OF COFFER Y'IHENEVER PERMITTED BY CODE, THE LOCAL AUTHORITY HAVING JURISDICTION 4 THE OY'INER. 2) FITTINGS FOR COPPER TUBE, N il'lROUGHT COPPER OR BRONZE CASTINGS CONFORMINc,, TO ANSI Sib.IE> AND Slb.2 13) UNIONS SHALL Be BRONZE, FED SPEC. Y'IY'I-U-Sib. SOLDER OR BRAZE JOINTS. S) ADAPTERS, PROVIDE ADAPTERS FOR JOININc,, SC.REY'IED PIPE TO COPPER 11.IB!Nc,,, 4) SOLDER, ASTM B5:2 COJ:,1POSITION 585 HA OR HS. PROVIDE NONCORROSIVE FLUX. IE\AES I) PROVIDE ON ALL SANITARY BRANCH l'IASTE CONNECTIONS FROM FIXTIJRES OR EQUIPMENT NOT PROVIDED l'IITH TRAPS. 2) EXP05EV BRASS SHALL Bl= POLISHED BRA55 CHROMIUM FLA TED Y'IITH NIPPLE AND SET 5C.REll'l ESC.UTC.HEONS. 5) CONCEALED TRAPS MAY SE ROUGHC.AST BRA55 OR SAME MATERIAL AS FIFE C.ONNEC.TED TO IT. 4) SLIP JOINTS NOT PERMITTED ON SEl'IER SIDE OF TRAP. 5) TRAPS SHALL C.ORRESPOND TO FITTINGS, AND SIZE SHALL.. BE AS REQUIRED BY CONNECTED SERVICE OR FIXTURE. MQPSINK . FIAT PRODUCTS Dl=PARTMENT, CRANE C.ORFORATION, MOLDED-STONE MOP SERVICE BASIN NO. MSB-2424, COLOR NO. 21<1 Y'iHITE, COMPLETE l'IITH DRAIN BODY, STRAINER AND LINT BASKET. FITTINGS SHALL BE AMERICAN STANDARD NO. 8544.112. PROVIDE CHEMIC.AL DISPENSING SYSTEM BY PROCTOR 4 c,,AMBL..E COMPANY AT MOP SINK. SEE 5/F2.I ~----7---,, ----------------------r----,--,--------7---% / P-1 / / r-( P-1 / _ fo / _/. / 2 •. O'.) ~ ~@ (.) z (/) ~ <( f"IATEB HEAJEB PD <&REEN, TANKLESS l'IA TER HEATER MODEL R<l4L51 MANUFACTURED BY RINNAI. 15,000 TO l<l<l,000 BTUH C.APACITY; DIRECT ELECTRONIC IGNITION; Oh -<l.4 <&PM; 14"Y'I X 22.<l"H X l<lh"D; NATURAL <&AS; PROVIDE DIRECT VENT FOR INTERIOR MOUNTING. 5EE 2/F2.I 68EASE BEMQVAL SYSTEM (PLASTIC) JAY R. SMITH MFc,,, CO. FLOY'i CONTROL VALVE 25 GFM MODEL # 811-YO:l-25 POLYPROPYLENE GREASE INTERCEPTOR. RECESSED POINT SOURCI= GREASE TRAP REMOVAL SYSTEM v,/ FLOY'! CONTROL VALVE 25 c,,Pfvl, FLUSH FLOOR COVER, REMOVABLI= BUCKET 4 TV'IIST LOCK HANDLE. 50+ POUNDS GREASE RETENTION C.AFAC.ITY. TOP OF COVER SHALL BE FLUSH y,;/ FLOOR FINISH. S BA!'. S!NK DD GREEN, LOY'! FLOY'! THREE COMPARTMENT SINK SUPPLIED BY MILLll'lORK SUPPLIER. BOY'ILS IE>"XIE>"Xl4"D, (2) le>" DRAIN BOARDS, (5) TY'IIST HANDLE LEVER DRAINS, T4 S FRERINSE Y'IALL MOUNT UNIT (INCLUDES BRACKET) l'llTH ADD-A-FAUCET, 12" SPOUT TO SHIP Y'ilTH 5 BAY SINK. EACH COMPARTMENT TO HAVE KOHLER No. 8001 BRASS l'IASTE OUTLET, CHROME PLATED, SATIN FINISH, Y'IITH A EH/2" DIAMETER STAINLESS STEEL, PERFORATED, FLUSH STRAINER PLATE, THREADED FOR CONNECTION TO A 2" DRAIN LINE. FITTINGS SHALL BE T4 S No. B-199C PRE-RINSE SPRAY .; MIXING FAUCET Y'IITH No. B-I01C SPRAY HEAD, FLOll'l RATE, Oh5 c,,FM, No. B-IO<l >'!ALL BRACKET, No. B-156-VF22 ADD-A-FAUCET Y'IITH 12" NOZZLE AND SPECIAL 4" CHROME NIPPLE, FLOl'I RATE, 2.2 c,,PM DRAIN SHALL INCLUDE ROTARY il'lASTE VALVE SIMILAR TO ns No. B6901 Y'ilTH EXTENDED HANDLE AND SNAP-IN STAINLESS STEEL STRAINERS. FITS DRAIN OPEN!Nc,, OF EH/2" TO 4-1/2". SEE 8/F2.I LAVATQB)'. (ACCESSIBLE) DD c,,REEN, SENSORED FAUC.l=T AMERICAN STANDARD LUCERNE, 20 1/2" BY IE> 1/4" NO 0955,012 y,;/ CONCEALED ARMS NO 100-l<l-M91 BY J. R. SMITH C.O. FAUCET, SLOAN, MODEL OPTIMA #ETF-600 v,/ TRANSFORMER #EL-154 AND AERATOR #ETEF-1024-A.GRID DRAIN, 5/e>" CHROME SUPPLIES Y'IITH ANGLE STOPS, ADJUSTABLE "F" BRASS TRAP TO SUIT c,,RID DRAIN, 11.IBING DRAIN TO Y'IALL, 1-1/4" INLET, 1-1/2" OUTLET, ESCUTCHl=ON -CHROME FINISH. INSTALL PER ADA REQUIREMENTS .. TOILET (AC.CESSIBLE) DD GREEN, LOY'! FLOY'! AMl=RICAN STANDARD MADERA MODEL NO 5045,001 Y'IITH SLOAN FLUSHOMETER ROYAL #IIH.2e> ES-5 Y'IITH TRANSFORMER #ES-154. PROVIDE EVERc.LEAN HEAVY DUTY OPEN FRONT SEAT NO 5<105.110 IN Y'IHITE, il'llTHOUT COVER. FLOll'l RATE, 1.28 GPF/4.E>LPF URINAL (ACCESSIBLE) AMERICAN STANDARD TRIMBROOK MODEL.. NO. 6061.011 COMPLETE Y'IITH Y'IALL SUPPORTS AND SLOAN ROYAL le>6-I.O ES-S SENSOR FLU9HOMETER. Ji'IALL H:I'.J2AANT JOSAM MANUFAC.TURING C.O MODEL 11050-X NON-FREEZI= Y'IALL HYDRANT Y'IITH SATIN FINISH NIKALOY FACE v</ INTEc,,RAL VACUUM BREAKER-SAC.KFLOY'I PREVENTER 4 PRESSURE RELIEF VAL VE. (.) a~-------------------------------------------------~ (/)r------------------------------------, (/) <( c1d z <( z 0 O:'. <( J: Le6END C ELBOY'I DOl'lN -c,,Y'I- 0 ELBOY'I UP IQ) FLOOR DRAIN ---- @] .FLOOR SINK ==== c,,REA5E l'IASTE FIPINc,, FCO FLOOR CLEANOUT l'IASTE FIFINc,, co CLEANOUT VENT FIFINc,, <S,Y'j GREASE Y'IASTE LINE UNDER.SLAB VENT FIFING l'I >'!ASTE LINE <('----------------------------------' © , [J: :0 [ i 11 ,~ ]!!j: I [o J (Q) r1lli ' ]!J: ... ;3 r ' :;.--···g , , ' ' l J ~- P-2 -' rl,24A F-5 6 F 0 , -------I ....... . , .::==o-.. ··;A-"I , ~e~i~= ,! 0 .. VENT LINE PLUMB1N6 PLAN 14NJ / I - ....__~ PLAN AHARONI AN & ASSOCIATES INC. ARCHITECTS 310 George Washington Highway Suite 100 Smithfield, Rhode lslond 0 2 9 7 T 401-232-5010 F .01-232-50BO WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT. REVISIONS l:::,. NUMBER REMARKS DATE FOR CONSTRUCTION PROJECT TITLE [~dr~~k~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON NORTHAMPTON, ROAo·· MA 01060 Hampshire County DRAWING TITLE WASTE & VENT LINE PLUMBING PLAN & SCHEDULE DATE PROJ NO MAY 25, 2018 lil05.0I DRAWN BY CHECKED BY SMC JS DRAWING NUMBER P 1.1 (0 ~ 0 N (.) z (/) ~ <( (.) 0 (/) (/) <( od z <( z 0 a::: <( I <( (QJ r I " i' I I 1' I ESPRESSO MACHINE i"IATE~~ FILTRATION S'T'STEM~ ' LEcSEND C ELSOI-'! DOY'lN 0 ELl301-'! UP "" BALL. VALVE ""' PRESSURE REDCUING VALVE -8-BACK FLOY'l PREVENTER i"IA TTS #f;A [l) FLOOR DRAIN 1 11-------- Ir ;!l!!!~========~===========IJ!!ljllll:~~~~~~31[j!IK!:a-;;--;;;-~-~~-J: ---FCi"I PIPING, CY'l COLD i"IA TER ---Ci'! PIPIN5 FCI-'! FILTERED Ci'! ---UNDERSLAB HY'l HOT i"IA TER ---Ci'! PIPINc,, "' ,::,AS LINE· ----HY'l PIPING --c,,AS PIPINc,, =c,,= UNDERSLAB $AS PIPINc,, ("'AS LINE, ' /FIN:L LOCATION TBD IN FIELD _j;i,/ rlCE MACHINE i"IATER ,,,,-® LJIJ_ / FILTRATION S'T'STEM / <.'.9 -. - -, / 0 KEYED PLAN NOTES 0 CAPPED FCi"I FOR FUTURE EGUIPMENT. r.:;\ DEDICATED Hi"! < Ci"! PIPIN5 FOR \::.I Cr!EMICAL SYSTEM. SEE 5< e/1":u ® PROVIDE BASIC/ RO i"IATER FILTRATION SYSTEM PER i"IA TER TEST RESULTS - CONSULT v</ FRANCHISEE. 0 FCi"I DROP IN i"IALL -RUN FCi"I PIPING, IN MILLi"IORK CHASE TO FEED FRONTLINE EGUIP. ® DOMESTIC i"IATER SERVICE INTO BUILDIN5. SEE CIVIL EN5. Di"l5S FOR CONTINUATION. © CONNECT <!,AS LINE TO ,::,AS MAIN AS SPECIFIED BY MANUF. CONTRACTOR SHALL BE RESPONSl13LE FOR ALL REG'D $AS PIPE SIZING, BASED ON TOTAL CONNECT EGUIPMENT LOADS. 0) RUN ,::,AS PIPIN5 ON FACE OF SIDIN5 UP TO ROOF AS REG'D FOR 5AS SUPPLY TO RTU'S. ® ,::,AS PIPIN,::, PENETRATION THRU ROOF TO FEED OVEN $ i"IATER HEATER. FINAL LOCATION TBD IN FIELD. 0 CONNECT CY'l PIPINc,, TO CY'l LINES AS REC:il1D. \ \ X I , ill ~ ljl Iii I I ! I 'I I i:I I I I ! ~· P-12 C -===I 1-~-cAJ.._A_e:-~-~-= _ 1 .~_ .. _6_A_S_L_I_N_E_P_L_U_M_B_I_N_6_P_L_A_N~,4 N ...__, PLAN . . .. : · .. .:1 ' . . ' .. - -. AHARONI AN & ASSOCIATES INC. ----- ARCHITECTS 310 George Washington Highway Suite 100 Smithfield, Rhode lelond 0 2 9 1 7 T 401-232-5010 F +01-232-5080 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP ANO USE OF DOCUMENTS, DRAWINGS ANO SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE ANO SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WlTHOUT THE EXPRESS WRITIEN AUTHORIZATION OF THE ARCHITECT. REVISIONS 6 NUMBER REMARKS DATE '"'~.;~'.\,. .. /,;(v!iD ARc.Z~~ ,...~,-. J~~ -ri~ ~;.:~ ·;(;· ~ ~ ,,. o• i)J{ f/ '> ... tf r1 3i:;-·· f.; \ ·' a \!O, .. ·- \\ ,, \ "' ,cc.u. /;c; ·" v,,,. ,. J,_l \\ ·t:•, ', '(J /~~ i.:,t,.\,~~ ,,/_.§_.,"". ~ "i!-: '" ' .c...-",' o' ·'~ ,;; I OF \t~', L<\:¢.'; J;t:',,:V.iq: • \ / FOR CONSTRUCTION PROJECT Tlll.E ~ ----10 ~£ _ :;J, ;'j,c I 1· \I ::t,~1· tt,, 1: ''h•:' .):_ }0,,u ~11~~-r ~ ' 'W e :.:. r"' -[~drink~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON ROAD NORTHAMPTON, MA 01060 Hampshire County DRAWING Tl'TLE WATER& GAS LINE PLUMBING PLAN DATE PROJ NO Jv!AY 25, 2018 11105.01 DRAIIN BY CHECKED BY 5Jv!C. JS DRAWING NUMBER p I .2 co ~ 0 "' (.) z (/) ~ <( (.) 0 (/) (/) <( </8 z <( z 0 a::: <( I <( © RO SYSTEM NOTE, GENERAL NOTE, A i"IATER GIUAL.IT'r' TEST SHALL BE PERFORMED TO DETERMINE IF RO SYSTEM IS NEEDED. RO SYSTEM 15 REQUIRED IF TDS <800 PPM F.C. TO FURNl5H AND INSTALL MANIFOLD, ALL PIPING 4 FITTINGS AND MAKE ALL FINAL CONNECTIONS TO EQUIPMENT. SEE PIXTUl".E PLAN FOR EGIUIFMENT LOCATIONS IMPORTANT NOTE, ACCEPTABLE MANUEAC J1JFtl;F\5 FOR J)JBING 4 FITTINGS COPPER PIPE CANNOT BE U5ED DOl'jNSTREAM ON AN RO SYSTEM -JOHN GUEST -AQUAPEX ICE MAKER NOTE, 5TORASE r-RO M TE:R SHALL NEYER BE TANK(5) CONNECTED TO THE ICE MACHINE I i"IATER 9/411C.ri l"C,),'I FILTRATION . ' BOOSTER PUMP _4 _ ~ --1----y---·-CJl'I FROM INCOMINS -SYSTE:M . 't' (IF REQUIRED) i"IATER SERVICE FLUSH < 8/4"CJl'I VALVE ~----------I urn.Irr MTER coNNEcr10Ns BYPASS SEPARATE PURGHASE OF A McCANN5 BOOSTER PUMP 15 I 8/4"FCJl'I-< L=/~"FCJl'll-1~2"FCJl'l 1 , REGIUIRED IN ALL STORES Jl'IITH TJ/'10 EXCEPTIONS, ICE i"IATER FILTR5Y5 I) STORES INSTALLIN6 AN EYERPURE RO SY5TEM ARE NOT T '~'°·l REGIUll".ED TO FURCHASE THE FUMP, A5 THERE 15 A 1/2 "FCJl'I-<:> BOOSTER PUMP INTE:GAAL TO EYERPURE'5 5Y5TEM. 2) STORES i"IITH AN INCOMING i"IATER PRESSURE 8/4"FCl"lj OYEN ? DOCUMENTED TO BE GREATE:R THAN 65 P.5.1. ARE NOT ICE REQUIRED TO HAYE A B005TER FUMP IN5TALLED. I NQIE,, DIAGRAM 15 5CHEMATIC. COORDINATE: EGIUIFMENT LOCATIONS 4 QUANTIT'r' r</ FLAN. E5FRES50 MACHINE: Ti"IIN COFFE:E BREY'IER e>INGLE COFFEE BREIAIE:R HOT CHOCOLATE: MACHINE ISLAND OASIS ICED COFFE:I= BREIAIE:R HOT i'IATER TOY'IER '-------------FRONT OF HOUSE-------------------_, RO V'iATER FILTRATION SC.HEMATIC. DETAIL NOT TO SC.ALE jlljATf:R SPECIFICATION 4 TREATMENT REGUIREMENTS SCHEDULE CHARACTERISTIC. DUNKIN DONUTS SPECIFICATION f'IATER 'TREAlW'NT SOLUTIONS I/NITS IDEAL RANGE LIMIT AJ f'IATER FILTER B) REVERSE OSMOSIS HARDNESS PPM 80-120 < 200 > 200 NA -- ALKALINITl' PPM 10-110 0-150 > 150 NA TOTAL D1S50LVEP 50LID5 /TD5) PPM I00-115 < 250 NA > 250 pH pH 6.1-1.4 6.1-1.4 < 6.1 OR >1.4 NA 50DIIJM PFM 0-20 < 40 > 40 NA CHLOl<IDE PPM 0 < 40 > 40 NA CHLOF<AMINES PPM 0 0 >O NA C.HLOl<INE PPM 0 0 ,o NA 11JR1l1D1Tl' N11J 0-1 <I > I NA l'lsE55URE P51 > 65 PSI El00511:R A.IMP 15 REGUll<l:D • IN ADDITION TO THE ABOVE SPECIFICATIONS; i"IATER MUST MEET N;,1'42 AND N5F59 STANDARDS PPM = FARTS FER MILLION 100 PPM = 5.8 SRAINS FER GALLON NOTES, I) PRIOR TO CONSTRUCTION, <SC SHALL PROVIDE A i"IATER QUALIT'r' TEST, FE:RFORMED IN THE CIT'( IN Y'IHICH THE STORE: l"lll..L BE ReCEIYINc:, i"IATE:R. TESTINc:, i"IILL BE DONE ON A LIVE LINE CONNECTED TO THE: SAME SUPPLY LINE FEEDIN<S THE STORE. 2) UPON RE:CEIPT OF THE MTER QUALIT'r' TEST, THE e,c SHALL PROVIDE A FILTRATION SYSTE:M OR RO SYSTEM THAT l"llLL TREAT THE INCOMIN<S MTER TO ALLOl"i IT TO MEET THE REGIUIRE:MENTS IN THE TABLE ABOVE. 5) UPON COMPLETE OF CONSTRUCTION, SC SHALL SUBMIT A SECOND i"IATER GIUALIT'r' TE5T TAKEN FROM A TREATED i"IATER OUTLET TO VERIFY THE PROPER l"lATER GIUAL.IT'r' IS BEIN<S ACHIEVED. BYPASS Jl'IATER FILTRATION SYSTEM 6/411CY'I l11C.J/lj -----0 CY'I FROM INCOMINc:, /IF RE:GIUIRE:D) MTER SERVICE 1--!>'1-~M--jBOOSTER PUMPI--M''+.--t I C ::>-6/4HC,Y'I FLUSH~----~ UTILITY VJATER. CONNECTIONS VAL.VE 1 8/4"FCY'I 8/4"FCY'l 1/2"FCY'I 4+r+---4-r-'--- : l/2"FCl"l i l/2"FCY'I ,,.,~J I ~'~ ~ • I LCHINE I BACK OF HOUSE I SEPARATE: PURCHASE OF A McCANNS BOOSTER PUMP 15 ReQUIRE:D IN ALL 5TORE:S Y'IITH Ti"IO EXCEPTIONS, I) STORE:5 INSTALLIN<S AN EYERFURE RO SYSTEM ARE NOT REQUIRE:D TO PURCHASE THE PUMP, AS THERE IS A BOOSTER FUMF INTE:SRAL TO EYERFURE'S SYSTE:M. 2) STORES l"llTH AN INCOMIN<S i"IATER FRE5SURE DOCUMENTE:D TO BE c:,REATE:R THAN 65 P.S.I. ARE NOT REQUIRED TO HAVE A BOOSTER FUMF INSTALLE:D. ~FC::'.l 8/4"FC~ B/"'"FCl"ll S/4"F~ S/4'F~ 5/4"FCY'll l/2'FCY'I 1;2''FC~,~/;"FCY'l~l-j-~2"FCl"l~r ~"FCl"lf 1~2"FCl"I 'f' ~2''FCY'l!rl/2';C-Y'l-;-;v-+-,o DO NOT PROVIDE TRAP ON UNITS Jl'IHICH HAYE AN INTERNAL. TRAP, BUT DO DISCHARGE AMY FROM UNIT. THREADED PIPE TO PVC ADAPTER ON CONDEN5A TE Jl'IASTE CONNECTION(S). 4' DEEP PVC PIPE TAAP. DISCHAR<SE AJl'IAY FROM SERVICE AREAS OF UNIT OR Jl'IHERE SHOJl'IN ON PLANS. T'r'PICAL. GAS-FIRED ROOFTOP AIR CONDITIONING UNIT. RTU ROOF EGIUIPME:NT CURB 6" LONG DIRT LEG FULL SIZE OF BRANCH FIFE MINIMUM 8" ABOVE ROOF PIPE REDUCER FROM BRANCH FIFE SIZE TO UNIT CONNECTION SIZE, AT UNIT CONNECTION STU6. GROUND JOINT PIPE UNION. AND GAS SHUT-OFF COCK. FULL SIZE OF BRANCH PIPE. BAANCH PIPE. SE:E FLAN FOR SIZE. BRANCH OFF PIPE MAIN FIPINS ARRANSEMENT SHOl"IN IS SCHEMATIC. ADJUST A5 REQUIRED. VERIFY CONNECTION LOCATION5 BEFORE IN5TALLIN6 PIPE RUN5. 0 C.ONNEC.TION TO RTU ~ NOT TO SC.ALE BY GAS COMPANY (VERIFY) ,._.,__, BY PLUMBINS CONTRACTOR PRESSURE TEST COCK GAS ME:TER OF CFH CAPACIT'r' SHOl'IN ON PL.ANS _r-EXTERIOR BUILDINS Y'IAL.L. --GAe> PIPE UP ONTO ROOF. LOOP PIPE OVER PARAPET. SIZE: A5 SHOY'IN ON PLAN. USE BLACK STEEL PIPE. ANCHOR RISE:R TO MLL AT TE:N FOOT INTERVALS USING OFF5E:T Rle>ER PIPE: CLAMPe>. SHUT OFF VALVE FLEXIBLE GARDEN~ H05EBYF4G '-.,_ TEMPERING Y AL YE -'i?"""C'-c:"'s:--f-::=7"----_, OR FAUCET e.. ":lil DEDICA TE:D HOT 4 COLD Ji'IA TER 5UFFL Y 'I</ CHECK Y AL. YE5 -'r:~~==sa=i====i 2" INDIRECT--+-< ,'i':.--Cv-- DRAIN LINE5 FLOOR SINK FLOl"I CONTROL i"IITH VENT 9 BAY SINK 4 SHELVING SYS P4G CHEMICAL Dl5PE>l51N$ SYSTEM T iJI," VENT JIN i"IALL I I I I 8 cSREASE TRAP DETAIL Pl.I NOT TO SC.ALE ROUND SECURED SA5KETED NICKEL BRONZE ADJUSTABLE TOP Y'IITH "CO" CAST IN COYER. PROVIDE CLEANOUT TOP Y'IITH VARIATIONS SUITABLE FOR FLOOR COVERINS (CARPET MARKER, RECE55ED FOR TILE, 5CORIATED FOR UNFINISHED FLOORS). PROVIDE GASKETED PLASTIC PLUG IN CAST IRON BODY. USE TE:FLON JOINT COMPOUND ON PLUS THREADS. CLEAN THE: TOP OF EXPOSE:D FCO AFTE:R INe>TALLATION. ME:MBRANE: CLAMP FLOOR 5LAB ON GRADE BYPASS YALYEe> GRADE OR PAVEMENT PIPE INCREASER AND UNION AS RE:GIUIRED FOR "-PROVIDE 6" LONG DIRT DE:PTH OF SEIAIE:R l STRAINER LEG AT BOTTOM OF RISER. HUB AND e>FIGOT CAST IRON HUB AND SPIGOT CAST IRON FLOOR PIPE: BE:LOl"I FLOOR FRE55URE RE<SULATOR TO REDUCE: FRE55URE TO 14" Y'IC. T'r'PICAL 5HUT-OFF VALVE VERIFY REQUIRE:ME:NTS FOR METERIN<S AND PIPING i"IITH c:,AS COMPANY. IN5TALL OTHER UTILITIES MINIMUM TE:N FE:l=T FROM GAS LINE. FLUMBIN<S CONTRACTOR SHAL.L PAY AL.L c:,A5 COMPANY FEES FOR INSTAL.LATION. USE i"IE:LDED OR 5CREIAIE:D PIPE AND FITTINSS PER PLUMBINc:, SPECS. <SAS COMPANY SHALL l=XCAYATE:, BACKFILL, AND RE:FAIR ANY PAVING, OR SOD FOR c:,AS SERVICE LINE !Ne>TALLATION FROM MAIN TO BUILDINS. 0 ~~;sc.~RVIC.E ENTRY DETAIL LOCATE AT BUILDINc:, E:XIT, AT E:NDS OF RUNS, AT TURNS OF FIFE <SRE:ATER THAN 45 DEc:,ReES, AT 50' INTE:RYALS ON STRA!c:,HT RUNS, AND/OR l"lHERE 5HOJl'IN ON PLANS. PROVIDE BACK FILL FE:R ARCHITECTURAL SFECIFICATION5. LOCATE CLEANOUTS i"IHERE THERE IS 18" CLEAR AROUND. CONSULT LOCAL CODES FOR OTHER FCO REQUIRE:MENTS. 0) FLOOR C.LEANOUT DETAIL NOT TO SC.ALE DRILL HOLE IN-SIDE: OF BOX AND PROVIDE c:,ROMMET OR PROVIDE I" ELASTOMERIC INSULATION OYER HEAT TRACING ON CONDENSATE: LINE, FOR FREEZER BOX ONLY. ELECTRIC HEATING CABLE 15 BY OTHERS DX COIL SLEEVE l"llTH SILICONE SEAL I" AROUND FIFE PENETRATION co-«· f+:,-:._..!_ ___ _,;, INSTAL.L DRAIN LI BEHIND TO MAKE IT i"IATERTISHT CO SHELVIN<:, IN JIIN BOX PROVIDE TRAP AT BOTTOM OF RISER FLAT ASAINe>T MLL. DISCHARSE INTO DRAIN Y'IITH AIR c:,AF OF Tl"llCE PIPE DIAMETE:R ® FLOOR COORD IN FIELD PROVIDE CLEANOUT IN TURNS I 4 ENDS OF PIPE -TYF , ANCHOR RISER TO BOX EXTERIOR M . i"IALK-IN COOLER OR FRE:EZER BOX SEE FLOOR FLAN FOR LOCATION INSTALL FIFI= Hl<SH AS POSSIBLE, ANCHORED TO MLL OF BOX i"IITH SUPPORTS AT MAXIMUM SIX FOOT CENTERS. USE TYPE "M" HARD COPPER TUBE AND FITTINc:,S Y'IITH LEAD-FREE SOLDER JOINTS. SLOPE HORIZONTAL PIPE AT MINIMUM Tl"IO PERCENT. PROVIDE: CHROMATONE; PAINT ON PIPE EXTERIOR TO BOX. REFER TO "INDIRECT DRAIN" DETAIL FOR OTHER RE:GIUIRE:MENTS. 0 C.ONDENSATE DRAIN DETAILS NOT TO SC.ALE FLOOR GRATE TO BE FASTE:NED DOl"lN Y'IITH SCREl"lS MOUNT FLUSH - l"llTH FINISHED FLOOR® ~ <J <1 @FLOOR SINK DETAIL I.I NOT TO SC.ALE NQIE,, COORDINATE i"IATE:R HEATER IN5TAL.LATION Y'I/ ALL LOCAL HEAL. TH CODE AND OTHER CODE REQUIREMENTS. RINNAI CONTACT INFO, TOP CONNECTION FROM DOME:STIC COLD MTER PIPE MAIN TO TRAP FRIME:R VAL.YE INLET FORT DOMESTIC COLD M TE:R DISTRIBUTION PIPE MAIN TYPICAL BAL.L VALVE, BRONZE BODY, FULL FORT, SCREIAIE:D CONNECTIONS. BRONZE 80DY SCREIAIE:D CONNECTION PRESSURE: RE:DUC- INS VALVE 5E:T AT 15 PSI. MAIN PHONE NUMBER, (eoo)-621-q41q DAN DRISCOLL, NE: RE<SIONAL SALES MANAGER OFFICE, (1lll)-8S4-q111 MOBILE, / 404)-S1l6-8252 ,---TRAP PRIMER VAL.YE EQUAL TO PRECISION MINIMljllj!~J?ll~S MODEL Fl-500 (Up TO 4 FLOOR DRAIN CONNECTIONS) DISTRISUTION UNIT E:GIUAL TO PRECISION FLVMBIN<S PRODUCTS MODEL DU-4 (FOR UP TO MINIMUM REGIUIRE:D i"IATER 4 FLOOR DRAIN TRAP PRIMER CONNE:CTIONS) PRESSURE IS 40 PSI -PROVIDE BOOSTE:R PUMP IF AVAILABLE PRESSURE ,____ __ 1/2" COPPER TUB!Nc:, TO FLOOR DRAIN IS BE:LOY'I 40 PSI ,. ' FLOOR c:,RA TE TO BE FASTENED DOl"lN l"llTH SCRE:Y'IS. MOUNT FLUSH l"llTH FINISHED FLOOR TRAP PRIMER VAL.YE CONNECTION (T'r'P) FLOOR DRAIN Y</ T'r'FE 'I" STRAINER 4 TRAP PRIMER CONNECTION FLOOR 2" UNDERSLAB VENT FIPINS COPPER TUBE !"IA TE:R SERVICE ENTRY TO 6" ABOVE FLOOR, i"IITH SLEEVE AND CAULK. ' I" ddr!scoll@rlnnal.us 4" VENT LINE TO EXTE:RIOR STRAINER, BRONZE BODY, SCRE~D, STAINLESS STEEL SCREEN, i"IITH BLOY'IDOl"lN PIPED TO FLR. ORN. 4" COMBUSTION AIR DUCT PRESSURE TO EXTERIOR BRONZE STOP 4 MSTE: Y AL. YE, SCRE:i"IE:D, RESILIENT SEA TE:D, NRS. DO NOT USE A QUARTER TURN VAL.VE. . ' . ' ' ' GAOOE FLOOR DRAIN : ' S/4" UNION FRE:SSURE RELIEF VALVE BOILER DRAIN VALVE --.....i. :l/4" BALL VAL YE 5/4" HOT l"IATER SUFFLY LINE i"IATE:R HEATE:R 1----;G') 8/4" SAS ~ CONNECTION ( SAS 5UPFLY 5/4" COLD l"lATER SUPPLY LINE FLOOR SLAB PROVIDE BACKFLOl"I FREYENTE:R OF T'r'FE AND' MANUFACTURE APPROVED BY LOCAL. AUTHORITIES AND DEFARTME:NT OF NATURAL RESOURCES. INSTALL. BACKFLOl"i PREVENTER IN HORIZONTAL UPRISHT POSITION. SUPPORT ASSEMBLY FROM Ji'IALL BRACKET OR FLOOR STAND. PROVIDE Re<SULATOR ONLY IF FRE:5- 5URE: EXCEEDS 80 PSI -VERIFY. STRAINER AND REDUCINS VALVE MAY BE INSTALLED IN VERTICAL PIPE IF SPACE LIMITATIONS REGIUIRE IT. CLEAN STRAINER BEFORE: TURNIN<S BUILDINS OVER TO Ol"INER. PROVIDE ANY ReQUIRED CERTIFICATION OF TE:ST OF BACKFLOl'l FREYENTE:R TO LOCAL AUTHORITIES. ,' 2' V'iATER HEATER DETAIL J/'IHERE A TRAP PRIMER 15 NOT REGD BY LOCAL AUTHORITIE5, A DEEP-SEAL P-TRAP MAY BE USED TRAP PRIMER VALVE PIPINcS ® 4 FLOOR DRAIN DETAIL I NOT TO SC.ALE USE HARD COPPER PIPE ABOVE FLOOR SLAB, OF SIZE AS SHOY'IN ON FLAN5. COPPER FIFE COUPLINS DOMESTIC. V'iATER SERVIC.E ENTRY DETAIL NOT TO SC.ALE TEMFERINc:, VAL.YE OR FAUCET DEDICATED HOT 4 ~--U-U COLD M TER SUPPLY r</ CHECK VAL YES SHUT OFF VALVE FLEXIBLE GARDEN HOSEBYP4G l=ci,"IF=f'r-:::~7r-CHEMICAL. DISPENSE:!". SYS ONLY BY F 4 e, ~MOP SINK FAUCET AND VALVES • , ' FLOOR SLAB ' ' CRUSHED ROCK A IF HOT AND COLD l"lA TER PIPES ARE INSTAL.LE:D IN SAME TRENCH, SEPARATE THEM BY MINIMUM 12". ~MOFSINK =-'------,,U:-=FINISHED FLOOR PROVIDE ST'r'ROFOAM OR MASONRY SUPPORTS USE T'r'FE 'K" SOFT COFFER TU6E i"IITHOUT :.-•.I / ___..--COMPACT _ _::,,~""-~ EARTH EACH CHEMICAL DISPENSER MUST HAYE A DEDICATED i"IATER SUPPLY, LOCATED Y'IITHIN 4FT OF THE DISP. IT MUST PROVIDE TEMPERED i"IATE:R (AD.JUST ABLE FROM 60-l20F) i"IITH A FLOY'! RATE: OF 4 c:,PM AT 40 PSI DYNAMIC/FLOi"IINc:, PRESSURE (55 FSID MIN). THE HOT AND COLD i"IATER SUPPLY LINES MUST HAVE CHECK VALVES TO PREVENT HOT/COLD i"IATER CROSSOVER, IF THE TEMFERINS VALVE DOES NOT INCLUDE THEM. IT MUST INCLUDE A SHUTOFF VALVE TERMINATIN<S IN A 5/4" <SARDEN HOSE MALE: \_ Pl.I ' NOT TO SC.ALE PROVIDE CHROME FLATE:D GIUARTER TURN ANSLE STOP~ Y AL YE BELOY'I COUNTE:R CUBER I~- CUBER ICEBIN COLD Jl'IA TER SUPPLY DOl'IN IN PARTITION l"lHERE SHOl"lN ON FLAN. ..----ADAFTE:RS AND SOFT COFFER TUBES SIZE OF CONNECTION TO CUBER Jl'IATE:R INLETS. )'-CONNECT TO CUBE:R AND ICE BIN DRAIN OUTLETS AS RE:Gl'D. COMMENTS PROVIDE FLOOR SINK AT FRONT OR SIDE EDGE OF ICE MACHINE, i'IHERE: ACCESSIBLE FOR CLEANINc:, DO NOT INST ALL UNDER ANY EGIUIFMENT. NQIE,, DIA<SRAM IS SCHEMATIC. COORDINATE EQUIPMENT LOCATIONS ,I QUANTIT'r' Y</ FLAN. ESPRESSO MACHINE TY'IIN COFFEE BRE:i"IE:R SINc:,LE COFFEE BRE:i"IE:R HOT CHOCOLATE MACHINE ISLAND OASIS ICED COFFEE BREIAIE:R HOT v.,s. TEI". JOINTS BELOl"I FLOOR PROVIDE ELASTOMETRIC UNICELLULAR SEAMLE:55 1/2" INSULATION ON FIFE BELOl"l FLOOR SLAB, AND TO 5TUB ABOVE FLOOR ONE: INCH. FITTINS. I) PROVIDE COLD l"lATER ROU<SH-IN AT FRONT OF ICE MACHINE. TOIAIE:R ~ PROVIDE SAND BACKFILL. 5URROUND '-------------FRONT OF HOUSE---------------------'IFE MINIMUM 4 INCHES. V'iATER PIPE UNDER SLAB BASIC. V'iATER FILTRATION 5C.HEMATIC. DETAIL NOT TO SC.ALE NOT TO SC.ALI: NOTE, THE DEDICATED MTER SUPPLY SHOULD NOT HAYE ANY BACKFLOl"I PREVENTION (ES NO ATMOSPHERIC VACUUM BRE:AKER, ETC), UNLESS REQD BY THE LOCAL PWMBINS CODE OR UTILIT'r' -EACH CHE:MICAL DISPENSER INCLUDES AN INTEc:,RAL BACKFLOY'I FREVENTOR ASSE 1055) @C.HEM SYS @ MOP SINK Pl.I NOT TO SCALE ARRANc:,EMENT SHOY'IN IS SCHEMATIC. AD.JUST AS REQUIRED TO SUIT CONDITIONS. VERIFY CONNE:CTIONS l"llTH MANUFACTURER. 2) INSTALL MTE:R FILTERS FER MANUFACTUl".ER'S INSTRUCTIONS. @IC.E MAC.HINE DETAIL I NOT TO SC.ALE ..... •, .. ... . .. ' '•• , AHARONI AN & ASSOCIATES INC. ARCHITECTS 31 O George Washington Highway Suite 100 Smlthfleld, Rhode lslc:md 0 2 9 1 7 T 401-232-5010 F 401-232-5080 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE ANO SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FDR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRIITEN AUTHORIZATION OF THE ARCHITECT. REVISIONS ~ NUMBER REMARKS DATE ~ FOR CONSTRUCTION PROJECT TITLE -[ ~dr~rnkOOM] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND ROAD .. ' .... , 55 DAMON NORTHAMPTON, MA 01060 Hampshire County DRAWING TITLE PLUMBING DETAILS DATE PROJ NO MAY 25, 2018 11105.01 DRAWIII BY CHECKED BY SMC JB DRAWING NUMBER P2.1 . ------------------~------- 0:, -0 N () z U) ~ <( () 0 U) (I) <( ~ z <( z 0 a:: <( I <( © TELEPHONE $ DATA RAC.El'IIAY NOTES I) NO SBCTION OF CONDUIT SHALL BE: LONCSER THAN 100 FEET BE:Ti'<EEN PULL POINT&. 2) NO &ECTION OF CONDUIT SHALL CONTAIN MORE THAN TINO '10 DEGREE BENDS, OR EQUIVALENT, BETl'IEEN PULL POINTS /eg, OUTLET BOXES, TELE:COMMUNICATION& CLO&E:TS OR FULi. BOXES). IF THERE I& A REVERSE (U-SHAFED) BEND IN THE; &ECTION, A FULL BOX SHALL BE INSTALLED. 8) THE INSIDE RADIUS OF A BENP IN CONDUIT SHALL BE AT LEAST 6 TIMES THE INTERNAL DIAMETER. BENDS IN THE CONDUIT &HALL NOT CONTAIN ANY KINKS OR OTHER DISCONTINUITIES THAT MAY HAVE A DETRIMENTAL EFFECT ON THE CABLE SHEATH DURING CABLE PULLING OFE:RA TIONS. 4) ANY SINGLE CONDUIT RUN EXTENDIN<S FROM A TELE:COMMUNICATIONS CLOSE:T SHALL NOT 51::RVE MORE THAN THREE OUTLET SOXE&. 5) CONDUIT& PROTRUDING I PENETRATING THROUGH THE FLOOR IN THE TELECOMMUNICATION& CLOSE:TS SHALL BE: TERMINATED 8-INCHE& ABOVE THE FLOOR ADJACE:NT TO i'<ALLS. PROTRUSION& I PENE:TRATION5 SHALL BE LOCATED TO AVOID CREATING A TRIPPING HAZARD INITHIN THE CLOSETS. FIRESTOF ALL PROTRU&IONS / FENE:TRATION& THRU FIRE RATED A&&EMBLIES. 6) !'<HERE A TELECOMMUNICATIONS CONDUIT 15 TO SE IN5TALLE:D TO A DEVICE EXPO&ED TO THE i'<EATHER, CARE SHALL BE TAKEN TO PREVENT THE INGRESS OF MOISTURE. CARE SHALL ALSO BE TAKEN TO E:N5URE THAT MOISTURE !'<ILL NOT COLLE:CT IN LOIN POINTS, FREEZE AND DAMAGE THE CABLE. NONMETALLIC CONDUIT SHALL BE W RE51&TANT AND MARKED ACCORDING>!. Y. i) CONDUITS SHALi. BE: REAMED TO EI.IMINA TE SHARF ED5E5. ME:TALLIC CONDUIT SHALL BE TERMINATED i'<ITH AN INSULATED BUSHIN5. B) REFER TO AN&IITIAIEIA-606 FOR ADMINl&TRATION OF THE CONDUIT &YSTEM IDENTIFICATION. 9) ALL CONPUIT& SHALL BE FROVIDE:D INITH PULL STRING&. 10) JUNCTION BOXES SHALi. BE: NO SMALLER THAN 2-INCHES i'<IDE, S" HIGH AND 2.5" DEEP. THIS INILL ACCOMMODATE ONE OR TINO S/4" CONDUITS. !'<HERE A LARISER CONPUIT 15 REGlUIRED, THE BOX SHALL BE INCREASED ACCORDINGLY. A MAXIMUM 1-1/4" CONDUIT i"IILL REGlUIRE A 4-11/11!>" x 4-11/16" X :2-11:2" SOX. II) CONDUIT TYPES SHALi. BE ELECTRICAL ME;TALLIC TUBING> /EMT) OR RIGID METAL CONDUIT. LOCATIONS SUBJECT TO MOl&TURE SHALL BE RIG>ID PVC. FLEXIBLE CONDUIT &HALL NOT Be USED FOR TELE/DATA RACE:i'<AYS. 12) CONDUIT REQUIREMENTS FOR SUPPORT, END PROTECTION AND CONTINUITY SHALL COMPLY i'<ITH APPROPRIATE ELECTRICAL CODES. 15) CONDUIT AND BOX!:& FOR TELE:IDATA i'<IRINCS SHALL BE DEDICATED TO THO&E SYSTEM&. POl'IER INIRING &HALL BE KEPT OUT OF CONDUIT AND BOXES DEDICATED TO TELE:IDATA !'<IRING. 14) CONDUIT SIZE: FOR MAXIMUM NUMBER OF CABLES. SEE TABLE: SELOI'<. Conduit Ma><lmum numb6r of cables based upon allo~oblii,, flll Tracie Cc,ble Ovl:elcle Dlc,meter In lnchee 5!ze 0.15 0.18 0.22 0.24 0.2'1 0.51 0.5i 0.5:3 0.62 O.iO 11211 I I 0 0 0 0 0 0 9;411 6 5 4 8 2 :2 I 0 I" fl e i 6 s 5 2 I 1-114' 16 14 12 10 6 4 B I 1-11:2" :20 lfl 16 15 ' 6 4 2 :2" 50 26 22 :20 14 12 ' 4 2-1121! 45 40 56 50 Ii 14 1:2 6 S" iO 60 50 40 :20 :20 Ii i s-11211 ------22 1:2 4" ----. -50 14 POS -COMMUNICATIONS NOTES GENERAL NOTES I) FINAL ELECTRICAL DRAININGS SHALL BE PROVIDED TO PO& VENPOR THAT I& SELECTED BY FRANCHl&E:E:. 0 0 0 I I 6 6 6 i 12 2) PROVIDE: DE:DICATED ISOLATED GROUNDED (DICS) OUTLE:T& ON A :20 AMP CIRCUIT TO PO& EGlUIPMENT, 60Hz, 120+/-10%. PROVIDE: DUPLEX OUTLET FOR ALI. POS TERMINALS, VIDEO DISPLAY UNITS 4 NETINORK SINITCH. PROVIDE GlUADRAFLEX RECEPTACLE FOR THE: BACK OFFICE CONTROLLER. THE POS &YSTEM SHALL MEET FEDERAL, !:iTATE AND LOvAI. i'<IRIN5 CODE5. THE FOS SYSTEM i"IARRANTY I& INVALID IF THE SYSTEM DOES NOT MEET CODE. 5) ALI. PO& POi'<ER i'<IRIN5 SHALL BE 5-INIRE V</ ISOLATED GROUND AND SHALL BE TERMINATED !'<!THIN 4 FEET OF THE DEVICE:. 4) PROVIDE HUBBELL #5562 IVORY IG RECePTACLES FOR ALL POS DEVICES. LABEL RECEPTACLES "PO& ONLY'. 5) I.Oil'< VOLTACSE: !'<IRE SHALL BE: CATE50RY #5 CABLE RUN IN 1-1/2" RIGID CONDUIT INITH FULL STRING FOR FOS EQUIPMENT ONLY ANP MUST BE TERMINATED i'<ITH RJ-45 JACKS. 6) A 1:2" MINIMUM &E:PARATION MUST BE: MAINTAINED BETl'IEEN LOIN VOLTAGE INIRES AND POl'<ER l'IIRING TO AVOID ELECTRICAL INTERFERENCE. 1) ALI. EI.E:C TRICAI. / DATA OUTLE:TS ARE &HOl'<N SCHEMATICAI.L Y BASED ON EQUIPMENT REQUIREMENT&. VERIFY IN FIE:LD. fl) ALL CONPUIT TO BE ~" UNLE:S5 NOTED OTHERINl5E OR REQUIRED BY QUANTITY OF CABLES. VDU NOTES COORDINATE VDU HEIGHT INITH EGIUIFMENT AND SIGNAGE. &EE: INTERIOR E;LEVATIONS. TELEPHONE / PATA NOTE& HIGH-SPEED INTERNET ACCESS 15 REGlUIRED. IT SHALL BE: THE FRANCHISEE'S RESPONSIBILITY TO COORDINATE ANY UPGRADE; OR IN&TALLATION A& MAY BE REQ'D. PROVIDE 5/4" CONDUIT AND PULL &TRING& FROM RECEPTACLE& TO 6" ABOVE CEILING. VERIFY EXAC.T REGIUIREMENTS i'<ITH TELEPHONE: EQUIPMENT SUFPI.IE:R AND INSTALLER. 0 0 0 I I :2 5 6 6 i PQl"IIER NOTES I) OUTLE:TS ARE SHOl'<N FOR F051TIONIN5 PURPOSES ONLY. COORDINATE ALL EGlUIFMENT UTILITY INFORMATION SHOl'<N ON THIS Di'<5 i'<ITH THE DUNKIN' BRANDS EQUIPMENT SCHEDULE AND EGlUIPMENT MANUFACTURER'S CUT &HEETS. :2) ALL ELECTRIC INFORMATION SHOl'<N.ON THIS Di'<5 I& REGlUIRED FOR EGlUIPMENT ONLY. ALL CONVENIENCE POl'IER LOCATIONS SHALL BE COORDINATED i'<ITH THE FRANCHISEE. TYPICAL LOCATIONS FOR ADDITIONAL OUTLETS, FRONT AND BACK LINE: COUNTERS, OFFICE, ABOVE CEILING> IN SALE& AREA AND VESTIBULE, ROOF FOR HOLIDAY LIGHTING, PROVIDE IN ACCORDANCE i'<ITH LOCAL CODES 6) ALL OUTLETS SHOINN SHALL BE MOUNTED@ lfl" AF UNLESS NOTED OTHE:Rl'IISE. 4) VERIFY FINAL PLACEMENT OF RACE:i'<A Y&, OUTLETS AND DEVICES l'IITH ARCHITECT'& Di'<GS AND EGlUIP SUFFLIE:R'S RECOMMENDATIONS PRIOR TO INSTALLATION. PROVIDE OUTLET BOXES, DEVICES,.COVER PLATES AND FLANGES AS REQUIRED. 5) CONVENIE:NCE OUTLETS, NEMA TYPE !:>-20R, SPECIFICATION GRADE /HUBSE;LL #5S5:2) DUPLE:X RECEPT AC.LES i'<ITH COVER PLATES. COLOR, IVORY. ACCE:PTABLE MANUFACTURERS, HUSSELL LEVITON PA!:>5 4 SEYMOUR 6) l&OLA TED 5ROUND DEVICES (IG>) AND GROUND FAULT INTERRUPT /5FI) DEVICE:&, 20 AMPS RATED v,/ DEDICATED IN&ULATED GREE:N GROUND !'<IRE. THE GROUND !'<IRE SHALL BE RUN CONTINUOU& AND UNSFLICED BETl'IEEN DEVICE AND FANE!. GROUND 6U5. "1) COMBINATION POl'<ER DEVICE:, HUBBEL #U&B l5x:21 (IVORY) I NP:261 (IVORY) COMBINATION U5B CHARISER r,/ TAMPER RESISTANT RBCEPTAC.LE, :2 POLE 5 INIRE 15 AMP 125V; SY DC ,ooMA, MOUNT .. Sfl~" ABOVE FLOOR. fl) PROVIDE EZ CONTROLS 24-HOUR, i•DAY TIME CLOC.K TO CONTROL SIGNS, LIGHTIN5 AND OTHER CYCLIC LOAD& IDENTIFIE:D BY OINNER'& REFRESE:NTATIVE. PROVIDE CONTACTORS AS REQUIRED. VERIFY INIRING> REQUIREMENTS v<I MANUF. VERIFY LOCATION r,/ FRANCHl&EE. ~) INSTALLATION, PROVIDE DROPS FROM JUNCTION BOXES TO DE:VICE& AS INDICATED. ADDITIONAL JUNCTION BOXE& MAY BE REGlUIRED BEYOND THOSE: SHOl'<N. 10) EGlUIFMENT E:XPOSE:D TO l'IEATHER SHALL BE i'<EATHERFROOF. 11) IT 15 THE ELBCTR!CAL CONTRACTOR'& RE&FON51BILITY TO VERIFY CON&TRUCTION METHODS AND REGlUIREMENTS OF THE OTHE:R CONSTRUCTION DOCUMENT& AND INTENDED ROUTING OF INIRING TO THE VARIOUS ITEMS OF EGIUIFMENT IN THE VARIOUS LOCATIONS IN ORDER TO DETERMINE !'<IRING> METHOD (UNDERGROUND OR OVERHEAD). ALL !'<IRING SHALL BE CONCEALED IN ALL AREAS. NO l'IIRINCS &HALL BE E:XPOSED IN ANY PORTION& OF THE: BUii.DiNG. 51::E SPECIFICATIONS. 12) EC SHALL VERIFY CON&TRUCTION OF ALL EGlUIPMENT AND CABINl::TS AND VERIFY EXACT LOCATIONS AND METHODS OF CONNECTION& AND PROVIDE ALL NECES&ARY ACCESSORIES, E:GlUIPME;NT, DEVICE& AND !'<IRING METHODS IN ORDER TO CONNECT THE EGlUIPMENT. IS) INHERE INIRING 15 REGlUIRED TO SE UNDER THE SLAB, SCHEDULE 40 PVC SHALL BE USED. 14) INHERE OVERHEAD THE: !'<IRING METHOD MAY BE TYPE MIC CABLE OR E:MT AND !'<IRE. 15) ALL SITE !'<IRING> SHALL BE IN SCHEDULE 40 PVC. 16) COORDINATE ALL STUB UPS OF CONDUIT& INITH THE G>ENE:RAL CONTRACTOR ANP VARIOUS VENPORS OF THE EGlUIPMENT. " Ii) VERIFY ALL INFORMATION F!<.IOR. TO 5TAl<.T OF CONSTRUCTION 50 THAT ALL UNPERCSROUND !'<IRING 1'<11.L SE ABLE: TO BE ROUG>HED-IN TO COMPLY INITH CONSTRUCTION 5CHE:DULE5. lfl) ALL RECEPTACLE:5 ANP E:GlUIPME:NT CONNE:CTIONS &HALL BE CONCEALED FROM VISUAL SIGHT BUT &HALL BE ACCES&IBLE IN ORDER TO BE: USED A& EQUIPMENT DISCONNECTS,' VERIFY EXACT LOCATION& ON SITE INITH EQUIPMENT BEIN5 INSTALLED AND OTHE;R DRAl'<INGS ANP DE:TAll.5. 19) IT I& THE: E:LECTRICAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL INIRING> REGlUIREMENTS OF THE ACTUAL EQUIPMENT TO BE: IN&T ALLED AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. 20)ALL INIRIN5 DEVICES SHALL BE FI.U&H MOUNT TYPE. INHERE REQUIRED TO BE &URFACE MOUNTED INITHIN CABINET IAIORK, PROVIDE OLD INORK OUTLET BOXES. !'<HERE FLUSH MOUNTING> 15 AVAILABLE PROVIDE FLUSH MOUNT BOX!:&. :21) ALI. !'<IRING> DEVICE Pl.ATES FOR EQUIPMENT SHALL BE TYPE 80:2 (NON MAGNETIC HIGH NICKE:L CONTENT) &TAINLE55 STEEL. :2:2) ALL ELECTRICAL FIE:LD CONNECTIONS AND RELATED INTERCONNECTION& TO THE EXHAUST HOOD 4 FAN& SHALL SE: PROVIDED A& REQUIRED BY E:LECTRICAL CONTRACTOR. 25)ALL RECEPTACLES LOCATED IN THE KITCHEN AREAS RATED 1:25 VOLT, &INGLE:-FHASE, 15 AND :20 AMPERE& SHALL HAVE CSROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION PER NEC, ARTICLE :210.El(B). !'<HERE A SPECIFIC RECE:PTACLE 15 NOT AVAILABLE i'<ITH CSFCI PROTECTION THEN A GFCI CIRCUIT ElREAKER SHALL BE U&ED ON THE CIRCUIT SERVINCS THAT RECEPTACLE. CS.ENEAAL ELECTRIC.AL NOTES I) COMPLETE SYSTEMS, N PROVIDE LABOR, MATERIALS, EGlUIFMENT ANP TRANSPORTATION TO RECEIVE, INSTALL, ADJUST AND FUT INTO OPERATION COMPLETE ELECTRICAL SYSTEMS IN ACCORDANCE i'<ITH THE INTENT OF THE: CONTRACT DOCUMENTS. B) PROVIDE PRODUCTS NOT MENTIONED BUT OBVIOUSLY NECESSARY ANP INCIDENTAL TO THE COMPLETION OF THIS !'<ORK. :2) UTILITIES, N COORDINATE INITH ALL UTILITY SERVICES. El) NOTIFY UTILITIE:S OF COMMENCEMENT OF IAIORK. C) MAKE ALL ARRANGEMENTS FOR TEMPORARY SERVICES. D) FOl'<ER CONSUMED SHALL BE PAID FOR BY THE Oi'<NER. E) PROVIDE ALL IAIORK AND MATERIALS NECESSARY TO COMPLY INITH ALL UTILITY REGULATIONS AND REGlUIREMENTS. F) COORDINATE INTERRUPTING CAPACITY OF ELECTRIC PANl::LS ANP ALL BREAKERS r,/ UTILITY CO. G) PROVIDE TYFE INRITTEN DIRECTORIES FOR ALL PANl::LS PER CIRCUIT USAGE. 8) PERMITS, N OBTAIN ALL NECESSARY PERMITS REGlUIRED TO PERFORM THE INORK. El) FAY ALL ASSOCIATED FEES FOR PERMITS AND OTHER MUNICIPAL ANP CSOVERNINCS REQUIREMEI-ITS. C) ELECTRICAL CONTRACTOR TO PROVIDE LOAD LETTER Y'I/ BUILDING PERMIT APPLICATION. 4) EXPERIENCE, ALL IAIORK DONE SHALL BE PERFORMED BY GlUALIFIED ELECTRICIANS, UNPER THE SUPERVISION AND DIRECTION OF A SUPERINTENPENT HAVING SUCCESSFUL EXPERIENCE INSTALLING AND SUPERVISING EGlUIPMENT AND SYSTEMS OF SIMILAR TYPE AND SIZE AS INDICATED BY CONTRACT DOCUMENTS. 5) REGULATIONS, ALL !'<ORK SHALL BE PERFORMED IN ACCORDANCE INITH CURRENT RULES, REGULATIONS AND INDUSTRY STANDARDS OF THE NATIONAL ELECTRICAL . CODE, UL, IFCEA, NEMA, NFFA, OSHA, NATIONAL ELECTRICAL SAFETY CODE, ADA ANP ANY LOCAL CODES, LAi'<S OR ORDINANCES. IN THE EVENT THAT A DISCREPANCY 15 FOUND IN THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. 6) COSTS AND CONDITIONS, A) EXAMINE AND BECOME FAMILIAR i'<ITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY. El) SURVEY THE PROJECT AND BECOME FAMILIAR INITH EXISTING CONDITIONS AND SCOPE OF IAIORK. C) Al.l. COSTS SUBMITTED SHALL BE BASED ON A THOROUGH KNOi'il.EDGE OF ALL IAIORK AND MATERIALS REQUIRED. D) ANY ADDITIONAL COSTS DUE TO FAILURE TO COMFL Y i'<ITH THIS REQUIREMENT SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR. i) SPECIFICATIONS, A) BECOME FAMILIAR INITH ALL SPECIFICATIONS, DESIGN CRITERIA AND EQUIPMENT REQUIREMENTS PRIOR TO ANY EQUIPMENT FURCHASE OR INSTALLATION. B) REFERENCE SPECIFICATIONS FOR DEVICES, MATERIALS ANP INORKMANSHIF REQUIREMENTS. ADDITIONAL REQUIREMENTS ARE CSIVEN IN THESE NOTES ANP THE DRAl'<INGS. C) THERE SHALL BE NO DEVIATION FROM SPECIFICATIONS i'<ITHOUT THE; INRITTEN APPROVAL. OF THE ENGINEER. B) COORDINATION, N COORDINATE !'<ORK i'<ITH ALI. OTHl;R TRADes. GIVE SFE;CIAL CONSIDERATION TO COORDINATIN5 INSTALLATION OF LIGHTING, SFRINKl.l;R FIFING ANP DUCTIAIORK. B) COORDINATE !'<ALI. OUTLET LOCATIONS i'<ITH MILLINORK. C) COORDINATE !'<ALL SINITCHES INITH DOOR SININGS. D) VERIFY EXACT LOCATION, COLOR AND FINISH OF OUTLETS AND DEVICES i'<ITH INTl=RIOR Dl;SIGNE:R, ARCHITECT OR DESICSNATED TENANT REPRESENTATIVE PRIOR TO INSTALLATION . 9) PRODUCTS, A) ALL PRODUCTS SHALL BE: NEIi'<, SPECIFICATION GRADE:. PRODUCTS OF A SIMILAR NATURE SHALL Be OF THE SAME TYPE: AND MANUFACTURER. B) PROVIDE THE STANDARD PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE: PRODUCTION OF SPECIFIED PRODUCTS, UNLE:SS OTHl;Ri'<ISE REQUIRED BY DF?.Ai'<IN55. C) ALL PRODUCTS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE i'<ITH NATIONALLY RECOGNIZE:D AND ACCE:FTED STANDARDS AND PROCEDURES. 10) COMPATIBILITY, ALL NE:!'< E:LBCTRICAL Dl5TRl6UTION EQUIPME:NT SHALL MATCH AND BE COMPATIBLE INITH EXISTING EQUIPMENT, BY MANUFACTURER, TYFE, APPLICATION AND SHORT CIRCUIT RATIN<S. II) IDENTIFICATION, A) ALL E:LECTRICAL DISTRIBUTION EQUIPMENT, TRANSFORMERS, PANEL BOARDS AND OTHER ENCLOSED EQUIPMENT SHALL SE: IDE:NTIFIED AS INPICATED IN THE CONTRACT DOCUMENTS. B) SAID IDENTIFICATION SHALL CONSIST OF PERMANENTLY ATTACHED ENGRAVED LAMINATED PLASTIC NAMEPLATES. C) EACH BRANCH CIRCUIT OVERCURRENT PROTECTION DE:VICE SHALL BE: IDENTIFIED BY CIRCUIT NUMBER AND SCHEDULED INSIDE PANEL DOOR. D) EACH BRANCH CIRCUIT SPLICE OR TERMINATION SHALL BE: IDENTIFIED BY PANEL AND CIRCUIT DE:&15NATION SHoffi ON THE: JUNCTION OR OUTLET SOX, OR UPON INDIVIDUAL INIRES IN CA&ES INHERE MORE THAN ONE: OF E:ACH PHASE CONDUCTOR OCCUR. 1:2) !'<IRING, ALL CONDUCTORS CARRYING GREATER THAN 50 VOL TS &HALL BE MINIMUM #l:2 Ai'<CS, &OLID, CU, &OFT DRAl'<N OF ~fl% CONDUCTIVITY, UNLES& NOTED OTHERJNISE. LIGHTING, MINIMUM OF #1:2 THHN GAUGE FOR :20 AMPERE CIRCUITS. ALL E:XPOSED !'<IRING> SHALL BE RUN IN INIREMOLD. 18) IN&ULATION, A) ALL !'<IRE SHALL BE THHN!THINN 600 VOLT INSULATION AND &HALL BE PROVIDED FROM THE PANEL BOARD CIRCUIT BREAKER TO THE: EQUIPMENT CONNECTIONS. COORDINATE INSULATION TYPES i"IITH CONDITIONS, NEC REGlUIREMENTS AND CONDUIT FILL REQUIREMENT&. B) ALL !'<IRING SIZES ARE BASED ON 60 C OR i& C INSULATION, ACCORDIN5 TO CURRENT RATIN5, RE5ARDLE55 OF ACTUAL INSULATION USE:D. C) TYPE: "MC" CABLE: I& ACCEPTABLE: ONLY i'<ITH TYPE THHN INSULATION. 14) HOME RUNS, PROVIDE MINIMUM # 10 Ai'<G INIRING ON ALL HOME RUNS GREATER THAN 100 FEET. 15) NeLJTRALS, A) SIZE ALL NeLJTRAL& FULL UNLES& 5PBCIFICALL Y REDUCE:D ON FLANS. ,, B) ALL i'<IRIN5 IN&TALLED UNDE;R THIS CONTRACT, PRIOR TO TURNING OVER THE !'<ORK AS A COMPLETE UNIT, SHALL BE TESTED FOR PROPER CONNECTIONS, SHORT CIRCUITS AND GROUNDS. 16) CSROUNDING>, A) ALL CIRCUIT& &HALL BE RUN INITH A •1:2 Ai"IG INSULATED GREE:N COFFER GROUNP !'<IRE, UNLE:SS OTHERJNISE NOTED. B) use OP CONDUIT A& A 5ROUND 15 UNACCEPTABLE. C) AT TRANSFORMERS, PROVIDE G>ROUNDIN5 ELECTRODE CONDUCTORS FROM ALL SEPARATELY DE:RIVED SYSTEMS. D) G>ROUNP TO 6UILDING STEEL, EARTH OR ME:TALLIC COLD i"IATER PIPE, PER NEC :250-:26, 250-50, AND 250-flO. Ii) CONDUIT, N FLEXIBLE: METAL CONDUIT, E:NT, ALUMINUM CONDUIT, NM, NMC AND &NM ARE NOT ACCEPTABLE. B) CONDUIT OVER :2" IN DIAMETER OR EXFOSE:D TO i'<EATHER OR EXPO&ED TO POTENTIAL DAMAGE SHALL BE G>ALVANIZED RIGID &TEEL TYPE. C) CONDUIT ROUTING &HOINN 15 SYMBOLIC AND DIAGRAMMATIC. INSTALL CONDUIT TO FIT ACTUAL FIELD CONDITIONS. lfl) CONDUIT FITTINGS, ALL FITTINGS &HALL BE COMPRE5&10N OR THREADED TYPE. USE OF &ET &CREIN FITTIN5& 15 NOT ACCEPTABLE. 19) CIRCUIT BREAKERS, A) ALL BRANCH CIRCUIT OVERCURRENT PROTECTION DEVICE& SHALi. SE :20 AMPERE INVERSE TIME TYPE CIRCUIT BREAKERS UNLE!:>5 NOTED OTHERINISE. B) 1:201:240 VOLT CIRCUIT BREAKERS SHALL SE RATED AT lopoo Ale MINIMUM. C) ALL 2ii/4fl0 VOLT CIRCUIT BREAKERS SHALL SE: RATED AT 14POO AIC MINIMUM, UNLESS NOTED OTHERINISE. REFERENCE ELECTRICAL ONE LINE AND RISER DIAISRAM&. D) MUL Tl-POLE BREAKERS &HALL BE INTEGRAi. UNITS. USE: OF HANDLE: TIE& 15 NOT ACCE:PT ABLE. :20) BRACING, PROVIDE LATERAL BRACING FOR CONDUIT, ElU&i"IAY5, 51::NE:RATORS, TRANSFORMERS AND OTHER FLOOR MOUNTED ELECTRICAL EQUIPMENT, BU& DUCT, Si'<ITCHSOARDS AS REQUIRED BY LOCAL CODE:. :21) FU&ES, ALL FU&E& 600 AMPERES OR LE&S SHALL BE UL LISTED, CLASS RKI OR J LOIN-FEAK, DUAL E:LEMENT, TIME DELAY, 600 VOLT. . ' ACCEPTABLE MANUFACTURER&, BUSSMAN, GOULD, SHAl'<MUT •. 22) PENETRATIONS, COORDINATE FLOOR PENE:TRATION5 i'<ITH STRUCTURAL ENGINEER. ALL PENETRATION& THROUCSH FIRE-RATED AS&EMBLIE:5 AND PARTITIONS SHALL BE FIRE FROOFE:D TO THE SAME: OR GRE:ATER RATIN5 THAN THAT OF THE: SLAB OR PARTITION. INHERE CONFLICTS OCCUR, NOTIFY ARCHITECT OR INTERIOR DE:&IG>Nf:R. :2S) AL TERNATE5 ; SUBSTITUTION&, A) SUBMIT TO ARCHITECT FOR APPROVAL. B) THE: CONTRACTOR &HALL BEAR THE: BURDEN OF SHOl'<ING PROOF THAT Al. TERNATE& REGlUESTED FOR SUB&TITUTION PERFORM IN AN E:QUAL OR SUPERIOR MANNER TO THE SPECIFIED ITEM. C) INFORMATION SUBMITTED FOR ARCHITECT'S CONSIDERATION SHOULD INCLUDE: PERFORMANCE CHARACTERl&TICS, ILLU&TRATION OF FIELD APPLICATION, AND COMPARISON OF THE: &PECIFIE:D ITEM TO THE INTENDED Al. TERNATE. "ALTERNATE" REFERS TO A LUMINAIRE, FIXTURE:, DEVICE, E:GlUIPMENT ITEM OR MANUFACTURER OTHE:R THAN THAT SPECIFIED ON THE DRAl'<IN55 OR IN THE: 5PECIFICATION5. :24) SHOP D1".Ai'<IN55 4 SUBMITTAL&, A) SUBMIT MANUFACTURERS' &TANDARD PRODUCT INFORMATION, PERFORMANCE: SPECIFICATION&, PHYSICAL DIMEN&ION5 AND OTHER INFORMATION NECESSARY FOR EN51NEER TO INSURE COMPLIANCE INITH SPECIFICATIONS. B) SHOP DRAl'<INGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO ORDERING> AND IN&TALLINCS ANY EGlUIPMENT. :25) PROJECT RECORD DOCUMENT&, A) UPON COMPLETION OF !'<ORK, PREPARE LIGHTIN5 AND POl'<ER PROJECT RECORD DOCUMENT& /"AS-BUii.. TS'~ ON BOND PAPER. B) SUBMIT THREE COMPLETED DRAl'<IN5 SET& TO ARCHITECT. ARCHITECT TO ReVIEIN AND PROVIDE OINNER INITH COPY. "A&•SUIL T" DRAl"IINGS SHALL INCLUDE ALL BRANCH CIRCUIT !'<ORK, ANY PANEL SOARD INFORMATION AVAILABLE, FINAL SINITCHIN5, ETC. 26) INSPECTION, CONTRACTOR 5HALL OBTAIN AND FAY FOR 60TH ROIJ<SH AND FINAL UNDERl'IRITERS OR OTHER APPROVED INSPECTION AGENCY CERTIFICATE OF "ELE:CTRICAL IN&PECTION". THESE: CERTIFICATES &HALL BE PRE&ENTED INITH REQUE&T FOR FINAL PAYMENT. 21) CLEANING, DURING CON&TRUCTION, CONTRACTOR SHALi. REMOVE ALL DEBRI& AND STORE AT LOCATION A& DIRBCTED SY OINNER. NO ITEMS SHALL BE: LEFT AS TO CAUSE: A HAZARD DURING IAIORKING HOURS. COORDINATE INITH Oi'<NE:R AREA& THAT !'<ORK CAN BE DONE IN. :2fl) i"IARRANTY, i"IARRANT ALL MATERIAL&, EGlUIPMENT ANP INSTALLATION FOR A PERIOD OF ONE YEAR FROM DATE OF ACCE:PTANCE BY OINNER. :29) SEE Ml.I 4 M:2.1 FOR ADDITIONAL RE5FON&IBILITIE5 OF ELE:CTRICAL CONTRACTOR IN RELATION TO MECHANICAL SYSTEM&. POl"IIER $ POS LECS.END I Posl POINT OF SALES TERMINAL I VDUI VIDEO DISPLAY UNIT 0 ROUTER EJ SITE CONTROL (SELF-MOUNTING) RADIANT ONLY EJ RECEIPT PRINTER EJ PREP PRINTER IFAX I FAX @B C BACK-OF-HOUSE PC I UP& I UPS ~ MODEM E] &INITCH EJ ORDE:R TAKER TERMINAL IDTC I DRIVE THROUGH CONSOLE I DTT I DRIVE THROUCSH TIMER ~ SINGLE FOi.i:: 5i"IITCH @ NEMA RECEPTACLE INITH GFCI (GROUND FAULT CIRCUIT INTERRUPTER) ,@, DUPLE:X RECE:PT ACLE ~fC,J GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE ,(ff" ISOLATED CSROUND RECEPTACLE -®!" COMBO POl'<ER RECEPT ACLI; MOUNT @ S'-:2 1/2" AF CD JUNCTION SOX .t. TELEPHONE OUTLET, RJ45, SOX I::,. DATA OUTLET, RJ45 = VID!;O DISPLAY UNIT Cl PRINTER a " POINT OF SALE TERMINAL 0 SCANNER 0 P05 EQUIPMENT TACS ... J-BOX @ CE:ILING> ,s PROVIDE CONDUIT DOl'<N TO POS J-BOX .,, @ 4211 AF UNO .,, .,, UG CONDUIT NVi'&§:§§."§ FLAT SCREEN TV AS SFE:CIFIED BY Oi'<NER AHARONI AN & ASSOCIATES INC, - ARCHITECTS 310 George Washington Highway Suite 100 Smlthfleld, Rhode hilond 0 2 9 7 T 401-232-5010 r 101-232-5oao WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND use OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT. REVISIONS !::,, NUMBER REMARKS DATE FOR CONSTRUCTION PROJECT 111LE Cl 1$1 mr.in.rm=a ~ [ ©®irdrink~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND · 55 DAMON NORTHAMPTON, ROAD MA 01060 Hampshire County DRAl'llNG l11LE GENERAL ELECTRICAL NOTES DATE PROJ NO MAY 25, 2018 11105.01 DRAVYN BY CHECKED BY SMC JB DRAl'llNG NUMBER EO.l • . . ro ~ 0 N u z {/) w I-<( u 0 {/) (/) <( <11:l z <( z 0 0:: <( J: <( © 0 EGUIPMENT SGHE:DUL.E ITEM NO O>TY DESCRIPTION LOAD CORO VOL T5 AMPS GB PLl.16 REGl:PT GNTI". 1 CUSTOM STAINLESS STEEL COUNTERS -SEE Pl-AN FOR OIMS DMe-1 4 !?!GIT AL MaaJ BOARDS •• •• •• 1----1---lf-----------------------1----------1------1--------------i 41 50F 10.SB 10.6 10.1 S6J l lt"J"l1 X 54«p HANO SINK w./ 12u SPLASH 6UARD5 4 T45 T!!BIIOOFAUaT S FOUR SEC.TION VERTICAL ~IRE RA.GK CUP ORISANIZE:R 2 E>AK!!RY DISPI..AY AAGK (le eASl<eTS,) I REMOVAELE' Tl55UE BAG DISPENSER I l".eMOVAE>LE TISSJE E>A& AND eox HOLDER 6 5l'IIF<L./GOOLATTA 5'1'F<UP 1".AGK I ESPl".e550 SPEED !".AIL 120V WNIP "I'S& S-15R. ---------------+--1----1------1------1-------···-------------1 I E5Pl".e550 MAGHINE •• •• •• •• •• 0 VER.IFY ALI.. 1:LEC.T REGl:TS 'ti/ MANUF IOIG•I 2 DAIRY DISPENSE!". 120V 9.0 ISA/IP YES itlO!C'f---1----· IOIC.-O DAIRY Dl5PEN5EI". 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VIF VIF VIF VIF VIF VERIFY ELEG l".eGT5 w/ MAN1JF IOIG:•f--+---l----------------··--·---------1---1 •---1------1---------------- IOIO>-fa 2 MUI-Tl HOPPER GOFFEE 6RINDER 120V 11.0 20NIP "I'S& 5-15R 102A 2 FI..AVOF< SHOT q F\JMP GOUNTERTOP !".ACK 1oeA-I I HOT ~INTER E>EVERA6E MACHINE 120/240 21.1 90A/2P YES VERIFY ELEG l".eO>T5 w/ MANUF lo&A•I----J---1-----------------···-·---·-----II--------·l---l-----+-------------1 IObA-2 O HOT l'IINTER 6EVEl".A6E MA<OHINE 200/24' YE5 L14-SOR VERIFY ELEG REO>T5 w/ MANUF l==+-=-+-----1--------------1 IIOV 5.5 ISNIP '!'ES VERIFY ALL ELECT l".eGT5 w/ MANJF 116 2 MA6NA6LEND BLENDER / ISLAND OA515 IIOV o.e !SNIP '(ES 1------1---1---------------------lf-----l ll6E 2 ISL.AND OASIS CUP I LID RAGK 116F 2 ISLAND OASIS TOPPINGS AAGK 1201"'-I O :2'1Y,i."~ X :21o/.i."D UNDERCOUNTE:R ReFRtGE:AATOR V'V CASTERS IISV 1.0 20NIP YES S-JSR 1---1-----1---r---1-----r--------------1 120r•l12or~:2 4 .:2"IY.+"Y-I X :21o/.i."D IJNDcRGOUNTcR REFRkSl=RA TOR W C.ASTI:RS 115V ,.o 20NIP YES 5--15R IWF-<l O 21">'1 X 90!!,"D IJNDERGOUNTER REFRIGEAATOR l'V GASTER5 IISV 5.6 20NIP YES 5-ISR l'TIB 2 DRIVE-TI-IRIJ STMING MAT 112 I PRIVE-THRLI STAGING C.ART l----+---f--------------------il----l---t---il----t------<------------·- 200A IGED GOFFEE 61".El'IER !Ge-DD 12ot20e 1qs SOA!2P = ---t----1-----·t-------------1 20IA 2 IGE GADr>Y 202A a ICE1' COFFEE DISPENSER 215 2 CONV'EGTION OVEN 20ll/24G 90.0 50A/2P "I'S& 21ST l STAINLESS ST!:!:L GAR.T POR etJU-ET OVEN125"Yi X 90"L >< 2o•H IISV 1.2 ISA/IP YE5 5-ISR 242-1 ~:J:4::l''l---1 1----------------·------lf----l------1---1------1--------------l 242-::. GOOK l".eFRl6EAA TOR w/ OVERSHELF IISV 1.2 15A/1P YES 5-ISR :244A I DOUBLE: I..ANf; TOASTER. 208/240 90A/2P "!"5 ,_ -----+---------------------1----1---r--1---1-----1-------------~1 245A•I TOASTIN6 STATION 5TAINLES5 STEEL v<oRKIN6 TAE>LE ON!."\" , .... '1----1 245A-:2 TOASTING STATION STAINLESS STEEJ.. l'IORKIN6 TAel..E ON!.Y 51N6LE 51DED HOT HOl.DIN6 UNIT 120V 15.0 20NIP YES 5•20R 246A•I ~.,..,__, !---------·····-·-·-·---1---1-----1-------------1 246A-2 5IN6LE 5IDED HOT HOl.DIN6 UNIT 200/240 ISA/IP YES 6·15R SS" I'! AS5EM6LY 1".eFRl6EAATOF< W/ OVERSHEI.F 115V 1.2 ISMP YES 5-151< 241A-l i,,:z.1.,••1---1 241A-2 1--------------------+----I------~--1------1--------------1 aa" J.'< ASSEMBL 'I" REFRl6EAATOR r,,/ OYER5HELF IISV '7.2 !SNIP YES S~l5R i--~---1---1--------=------------------------r----------·--"-+---1-----1-------------1 2~S I ONE•SIDl:D GONDIM!!NT 5TATION 2SO I 6AlE ~/ END PANELS 1-----~--·. s21 402 2 OTS 6-TIE:R WATERFALL PICK UP STATION OTG PRINTER STAND, 1..AR6E HAND SINK w/ SIDE SPI..ASHE5 < 600SENEGK FAUGET w/ rtR!S'T HANDL!:5 II I 1/2" EIASl<ET DRAIN EMPLOYEE LO<OK!!R5 l-----+---f------·-------------------+---t--1---+---1·-----t--------------1 40SG I PRODl6l' IGE E>IN 420A l 24" X 0011 SHELVING 4206 q 24" X 4e" 5HELVIN5 t-----J---------------1---1---1---1---1------t--------------1 421A 2 1e• X 6011 SH1=LVIN6 4216 Cl 18~ X 4e," SHELVING l----l---l- 421C. e 1e~ X 6611 5H!::LVIN5 422 I PROD16l' IGE MAKEi"., UP TO IS59LB PRODUGTIONl24HOU1'$ 200/25C 11.1 SA/IP YE5 VERIFY ALL ELE<O l".eGTS w/ MAN1JF 424A 4SSA 549 5606 561 56;1 SSOA SSIA ssoe '"?S<to• scioc ""1--1 1"5"ll• $<-tOP SSIC 640F 640• 640H 6401 I THREE COMPARTMENT SINK I qo" 51Ne< TRAX 5HELVIN6 l'IORKSTATION I l'IALK·IN COOLEl"/Fl".eEZEl'/5TORA6E UNIT SEE MISC PO>'IER SCHEDULE I 6A5 MINI ROTATIN6 !".ACK E>AKER"\" OVEN 120v 15A/lP VERIFY ALL El-EC REG>T5 w/ MANUF 2 BAK!!Rl' PAN l".AGK I STAINLESS &TEEL FINl5HIN6 TAE>LE wt 10" DEEP OVER SHELF s FINISHED FRODUGT l".AGK I POl'IER E>ASE 120v VERIFY ALL ELEC REG>T5 w/ MANUF 6A51e FI.TAATIOH -IH51!SIOE 20' PF !RJPI.E 'IRr6 /'l5K 6Al.l.ON5, 750 6FM/ 1--------------------+---t----1--·1---I-----IVERIFY ALL ELEC REO>T5 wt MANUF BASE l'IATER FIL TAATION 5'1'5TEM Hl6H EFFIGIENG"\" RO 5"\"5 l'IITI-IOUT SOFTENIN6 MR5-600HE II Hl6H EFFIGIENGY RO 5'(5 ~!TH 50FiENIN6 (HOT SIDa) MR5-600HE ll HIOff EFl'IOIEHOY 1<o 5Y5 NTH Yml.E 5TOJ'E 50FTB<IN6 I' INLET -MR5-oOOle II 1--------------------·1---1------r--1------1\IERIFY ALL ELl::C:. l'ee'.i!TS w/ MANUF RO 5"\"ST!';M l'IITHOI/T SOFreNIN<I, (IN<;;TALL INGLUDED} RO SYSTEM l'IITI-1 SOF1ENIN6 (INSTALL INGLIJDED) -·-·------1-·-----------···------1----·-----------l GLUE> GHAIR • ESPl".e550 CLUB CHAIR -MOC.HA GLUE> GHAIR • GHE5TNUT 1----------------"·-·····-·"""_" __ _ GLUE> GHAIR • 01".AN<,>E 6 CLUB GHAIR -FINK CLUB CHAIR .. E5PRESS0 g~ 640J 640F 640• ll ~ GLIJE> GHAIR • MOGHA ~ i= Ill -1 . 640H GI..UE> GHAIR -GHE5TNUT [! _2_,_4_1l_"l'I_D!"':_E>OOTI-I • ORl61NAL E>LEND t GAPPUGGINO ; g 661EH 661 I Y-IASTe REC.EPTAC.L.E Z ~ 3 n. *6SI* I l".eTAIL MERCHAND15ER j '100 2411 ROIJNO COFFEi= TABLE OE:$ER.T BE:!6E: !'-1Ai'TE: ~ 1---·-··-··-·--·-·---------------1 100A 24" ROUND GOFPEE TAE>LE ---tao•~ 6 24u ROUND PINK CUP COFFEE TAEILE woe 24" ROUND Ol".AN6E GIJP GOFFEE TAE>LE '-t l--~---1----i---------------------,1----t---1----,l---t-----if---------------< +VIF J 100D 24" ROUND TAN Sl'IIRL COFFEE TAE>LE 'Toe 5 4e" X 24" TABLE TOP 112 2 24" X 24" TAE>LE TOP ll! lll 1--~1-g~ 'Tia 2 41?>11 x so" TAeLE TOP, Acces1e1-c lL. ~ 855F I OTG MOE>ILE PIGK UP Sl6N ~ * llS26 I PRIMARY !'l-PANEL l'IALL ART (GAPF\JGGINO BLEND) il1 ~ ,;q2E I PRIMARY 2·PANEL l'IALL ART (S•PIECE GOFFEE E>EAN) 12 § ~ POL "\"RESIN Hl6H GHAIR -GAPF'l)C,GINO STD (ORAN6EJ ~X Hi ~2"1EH POL "\"RESIN Hl6H GHAIR • GAFFUCGINO 5TD (FINK) .,,,.,,,_-I 10 l'IOOD LAMINATE Hlo;H <OHAIR • DARK ROAST STD (E5Pl".e5SO) POLYRES!N HIGH CHAIR -C.APRJGGINO 511' (GAPF'IJC.C.IN:O) I DTY'l I C n l10.5ElJ ,,1'-4H 1 1-s11 • VDU II ' "' '-4" 1 [· 44A VD ([,. \ \ '-4' ElUMP BAR 1· --PRINTER& DATA AND POl"IER TECH REQUIREMENTS • • • 2 VDUS 2 PFI.INTEFl.5 2 BUMP BARS -/ 4 ~ SAND~HIGH STATION DETAIL \EI .I_, SC.ALE, NOT TO SCALE - 110.SEll I 'lB l 116 I\ l'IOIFP•J l"IOIC•J 0 -~12oF, 1•101c•1 l'IOIPP'I L IOID J L"IOIQ"J L•IOIP•J \ \ JBOX@ l811Af EXTEND CONDUIT UNDE:R SLAEl TO JEl @ KNEEY'IALL (0) •24o"l POr'iER PL.AN NOTES I) THE ELECTRICAL CONTRACTOR 15 REQUIRED TO VERIFY ALL ELECTRICAL REQUIREME:NT5 OF ALL EQUIPMENT THAT REQUIRES POl"IER/DATA. 2) ALL OUTLE:T5 ARE MOUNTED IB' AF UNLESS NOTEp OTHERl'll5E El'( A +. 5) EC. TO PROVIDE 12012oe,v, 5 PHASE ELECT. 5ERVIC.E TO BUILDIN$ AS DE51$N-BUILD. Y'IALK-IN COOLER 4 FREEZER POY'IER SCHEDULE '1'TEM1 DESCRIPTION LOAD CORD REC.EFT' ~LE ~ i--~v~o~LT=s,--,..=;A7MP-==s-r--G~B=---lpLLJ$ ~ RE:MARK5 4BO-A Y'IALK-IN FREEZER DOOR HTR 120V 20NIF ,_ ___ , _______________ ·-----1---1----1·---+-------1 4BO-B Y'IALK-IN GOOLER C.DU 2oe,-2sov 15N2P 4BO-C Y'IALK-IN COOLER EVAP 20B-2SOV 15A/2P 1------1-------------1-----1----1----1----i-----1 VERIFY ALL ELEC REQT5 v,/ MANUF 4BO-D Y'IALK-11'1 FREE:ZER CDU 2oe,-2eov • 15A/2P 1-----·1---------------1-----1---1----l-··--··-1------1 4BO-E Y'IALK-IN FREEZER EV AP 20B-260V 15A/2P l-----1--------------"··-···-l·----t----1----1----1------l 4BO-F l"lALK-IN AC.CESSOR"( 120V 20NIP MISCELLANEOUS POY'IER SCHEDULE c@J DE5CFI.IPTION LOAD CORD ~v~o--L-T~5-~~A~M~P5""---~c.-B--lPLU$ REC.EPTACLE RE:MARK5 DTY'l DRIVE-THRU Y'llNDOY'l 1----i--------------+-----1---•---l-·--·--1------1 EF·I EXHAUST FAN 120V 5.4 20NIP No VERIFY ALL ELEC REG1T5 >'l/ MANUF ------·-·------.. ---------~----1----1----1-----1---1-------l EF-2 EXHAUST FAN 120V 5.4 . 20NIP NO EF•5 EXHAUST FAN 120V 5.4 20NIP NO i-----i--------,----------1-----1----1----1---l--"-----i HD HAND DRYER (SEE ITEM#6, A6.I) o----+---------------1-------·-l---l----l·----I------I Y'lH i"IA TER HEATER Mic:; Hc:;J DTL. NOTES I) THIS DETAIL INDICATES C.ENTERLINE FOR FIRE ALARM/PULL STATION 5Y'l!TCHE5 AND ~EPTACLES. HOl"IEVER THIS SAME CENTERLINE PRINC.IPLE SHALL BE FOR ALL $ROUP MTD ELECTRICAL DEVICES. 2) IF FIRE ALARM 15 ON SAME SIDE OF DOOR AS 5Y'llTC.HE5, PULL STATION SHALL BE HORIZONTALLY SE:PARATED BY A MINIMUM OF IB". 5) THIS ELEVATION 15 A 5ENERAL ARRAN$EMENT OF DEVICES. ARCHITECT PLANS TAKE PRECEDE:NCE FOR EXAC.T LOC.ATION5. - LTABLE SEE Kl.I ' OUTLETS@ ,'3 '\ HALF-~ALL ELEV \_El.I.,' 5<:,AI.E, 1/4" = l'-O" - I 4:22 l (2) 20A RECEPTACLE FOR FUTURE EGUIPMENT (1) 50A RECEPTACLE: FOR FUTURE EQUIPMENT PROVIDE PENDANT Y,,HERE ----FIRE ALARM AUDIO - DROP CE:ILIN$ OR 5TRUCT VISUAL ALARM - EXCEEDS B'~6a EG EG ""1~=~,I'-~=--.;,,. Q)-l____.1_ex_1T.____ 1 _ __,Jr=n I ~~,~- FIRE ALARM+- PULL STATION Ll$HT -1-"" Sl'IITC.HE5 I \. ,.,__~ ~f.l n n u I FINISHEC:\ FLOOR \ ( 2 \ MOUNTING HEIGHT DETAIL I SC.ALE, NOT TO SCALE ELECT METER ~ 1 ~ELECT .e, .. T SEE POr'IER C.AEllNET PLAN NOTE <IS I 56B I "{ELECT~/ PANELS ~ -=---~--- "'•" ,-,, ,,,.,,,;,,,.,,,, ,., ' '"' ,,.,, ''"''' \ 41:10-D ~ _J D ····-·-- ! C (= 04"i" ---,·ne.--.,,.=.4··-".,.<ft:--04"'W?s _J) V t:'.'.:;:~ "' )) IS; /---\ '*/ ,,.j/11 MOUNTErfc,g~ _1 FIELD VERIFY FINAL LOCA:oN·- \ \ {C'~"---'lil'--_J[_____\'__-------'UJL_"·--. . ----LJ) FINAL FIREPLACE, l SELECTION El'!' OY'lNER _..,)< ....... --·· ...... ··· . .--···"' , "' JElOX FOR TOILET1 ,"/ .. "-"' FLUSHOMETER .. ~ \-UJli.~·~_..,:;;,;:,;.;;;;;;:--"~.,._----~ ----1r:; ... n II I.\ h II ti r1 n 11 11 'nl-l J.\ \, II ll u u rf\J ~~ (Cl (C (Cl im C.OORD ALL FIREPLAC.E -· ~ ,-Ji.! ELECT REGlJIREMENT5 v</ c-li MANUFAC.TURER i 1',• y -~ \~" 1· Pb~R ~c2E TO_/~~ ~lv! I TV, COORD FINAL •,!-· -- LOCATION IN FIELD _ ... ---,/ v</ FRANC.HISEE ~ ~)fl J) + F D __ Ll=.(L_ '' ,] PFI.OVIDE ELECT AS REQ'D El'!' MANUF SPEC. FOR TABLE POl"IEFI. ------- r i:....:.:.;: __ _J ~I r-~o'I,·. :: 6EN RECEPT ~;:' ····1~~ =-·-···s see E1.2 ~I (i\l ,__P_O_~_E_R_._P_L_A_N _____ ----<~.,..' __ N \_J SCALE, 1/4" = l'-0" ~ PLAN AHARONIAN· & ASSOCIATES INC. ARCHITECTS 310 George Washington Highway Suite 100 Smithfield. Rhode Island 0 2 9 7 T 401-232-5010 F 401-232-5060 WWW.ARCH-ENG.COM DJSCLA!MER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE ANO SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT. REVISIONS 6 NUMBER REMARKS DATE FOR CONSTRUCTION PROJECT Tl1LE [ ~drijtt,~~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON NORTHAMPTON, ROAD MA 01060 Hampshire County DRA'MNG TITLE POWER PLAN, SCHEDULES& DETAILS DATE PROJ NO MAY .25, .201e, 11105.0I DRAWN BY CHECKED BY SMC, JS DRA'MNG NUMBER E 1.1 : co ~ 0 N 0 z (/) w I-<!'. 0 0 (/) (/) <!'. ~ z <!'. z 0 Cl'. <!'. :c <!'. © ELEYATIOH B ELEYATIOI-! A 1 D/T POS ELEVATIONS El.2 SCALE, 1/4" ~ l'-O" b!Qilei. COORDINATI= EXACT HOLE LOCATIONS i'V FRANCHISEE AND FOS VENDOR MILI.V'lORK SUFFL.IER SHALL DRILL HOLES REMOVABLE PANEL. 009 oog /2."~ HOLE) CUSTOMER SIDE PQS TERMINAL HOLE PLACEMEHI • PLAN C. FRONT ELEVATION 13ACI< ELEVATION B A 6 POS ELEVATIONS El.2 SCALE, 1/4" = l'-O" DlcSITAL MENU 60A8P RESPONSIBILITIES: GC P~ATA RESPONSlelLIT'I' EC TO RUN DEDICATED CONDUIT FROM POV>IER PANEL TO JUNCTION EIOX ON BACK SIDE OP MENU EIOARD FASCIA AT CENTER LINE OF POS EC TO RUN CONDUIT l'«TH J-ElOX FROM EIACK SIDE OF MENU BOARD FASCIA AT CENTERLINE OF PO$ TO OFFICE DMB VENDOR POl"iERIDATA RESPONSlelL.ITY CUT HOLE IN MENU BOARD FASCIA FOR POV>IER/DATA STACK IN STALL POV>IER/DATA STACK IN FASCIA RUN ELECTRICAL. CONDUCTOR i"IIRE FROM MENU BOARD FASCIA TO ELECTRICAL PANEL ' MAKE FINAL ELECTRICAL CONNECTION AT POV>IER/ DATA STACK MAKE FINAL ELECTRICAL CONNECTION TO CIRCUIT AT POV>IER PANEL RUN CAT•!5E CABLES AND TERMINATE ENDS AT MENU EIOARD FASCIA POV>IER/DATA STACK AND IN OFFICE •FRIOR TO EIIDDING OR PERFORMING IAIORK GC TO COORDINATE l'IITH AUTHORITY HAVING JURISDICTION /AHU). AHU MAY REGIUIRE FULL ~IRE PREP EIY EC. 5C TO ALERT CM, F'EE AND DMB INSTALLER IF EC MUST PERFORM ALL. EL.ECTRICAL INSTALL IAIORK. LOCATED AT OFFICE AREA DT INTERCOM SYSTEM D/T AREA 6. S OFFICE AREA 5 DTT -DTC fr) . 11 11 , 1 1 ' (j. D/T POS SCHEMATIC SCALE, NOT TO SCALE CONDUIT AEIOVE CEILING IAIITH PULL.STRIN.SS FROM MENU EIOARD SOPFIT TO DMEI ELECTRICAL CIRCUIT IN PANEL EIOARD GROUND LOOP @ D/T~ J/'IDJ/'I CONNECT EIACK CONDUIT NOTf:S: -DMEI, PROVIDE (e,) CAT 5 l'IIRE PULLS FROM (2) GIUAD DATA OUTLETS IN MENU BOARD SOFFIT TO (2) GIUAD DATA OUTLETS IN OFFICE IAIALL -2 CONDUITS MIN SHALL BE USED BETl'IEEN OFFICE 4 OTHER PARTS OF THE STORE I CONDUIT FOR FOS l'IIRING ONLY I CONDUIT FOR NON·POS ITEMS FUTURE USE -----, ,---~ IG II~ FUTURE usE ----, 11 r----E!1 :: I 111 I 11 MNS B IIS ROUTER r------------..J 111 ~ I r--------' 1 '----~ 1 .. I I r---' 1 IT1~I EA~HI I M~s 1 ! ~ ~ I NE~~R~ ~-@IG ~ ---, ~ HU6 l<>Jt, -~ _____ J , ev!I; i I~ ,~ , I ... ,1 I I I L---,.... _ __, L--"LJ:3>oR<b L--------'7scccc7" PRINTER 4 POS SCHEMATIC SCALE, NOT TO SCALE FASS 4 SEYMOUR S•GANG RECESSED IAIALL EIOX MODEL #TVSLVKITJ/'ICC:2 (YERTICALL Y MOUNT EIOX) 120V /1!5A DUPLEX RECEPT, POIAIER CONDUIT TO PANEL. BOARD (2) GIUAD DATA RECEPT PROVIDE (8) CAT 5 CABLES TO OFFICE El.2 r----,-----r----, 1 I I I I I I I DMEI SEE A6.I FOR MENU BOARD LOCATION ALON.S SOFFIT DIGITAL MENU BOARD DETAIL SC.ALE, 1/4" ~ l'-O" ISROUND LOOP ® D/T~ J/'IDJ/'I CONNECT BACK TO POS SYSTEM -..:;--=:-' P05-COMMUNICATION5 EQUIPMENT SCHEDULE POS EGUIP. IAIIRIN.S EIY OTHERS ~ GIT'I" DESCRIPTION LOCATION LOAD I TRANS LOVO l<EMAlsKS VOL TS I AMPS I C6 !FORMER TERM FOS EGIUIPMENT I 4 POINT OF SALES TERMINAL (POS/ (2) FRONT COIMIEl<5 (I/ D/T POS 0/ D/T OT I00-120V 2,0 20NIP NO RJ45 SHARES CIRCUIT IAIITH POS ITEMS 2 o 12 2 s RECEIPT PRINTER /2) FRONT COUNTERS (I) D/T POS I00·240V 2.0 20NIP YES RJ45 SHARE CIRCUIT IAIITH POS ITEMS I I 12 s 4 PREP PRINTER /1) ESPRESSO /2) SANDIAIICH (I) FRONT COFFEE 24/34V 12 20NIP YES RJ45 ----··-- 4 e, VDU (I) FRONT COFFEE (S) D/T I00-240V 1.5 20NIP NO NIA SHARES CIRCUIT 5 e, VDU CONTROi-i.ER (PC BASED/ COFFEE (2) SANDV>IICH 100-12ov 1.0 20NIP YES RJ45 ---- I', I POS NETIAIORK HUEii Si"IITCH POS COFFEE FRONT CHASE I00-120V 0.5 20NIP YES RJ45 SHARES CIRCUIT IAIITH POS ITEMS I, 2 o 12 ., I PC SITE CONTROLLER OFFICE 100-12ov 4.0 20NIP NO RJ45 e, I PRINTER/FAX/COPIER (BoHJ OFFICE 100-12ov e,2 20NIP NO NIA ----<I s SCANNER (2) FRONT COUNTl=RS (I) D/T POS NO RJ45 CONNECTED TO POS UNITS ... 10 I PRICE CONFIRMATION DISPLAY MOUNT OUTSIDE @ D/T i"IINDOIAI NO RJ45 CONNECTED TO D/T POS UNIT ® SS 1/2" AEIOVE PAVEMENT . .. 12 5 CASH DRAl"IER UNDER CTR " FRONT 4 A6V CTR" D/T NIA NIA NO RJ45 SHARES CIRCUIT IAIITH POS ITEM$ I 4 2 . ··-- 15 I COIN DISPENSER (I) D/T COUNTER NIA NIA NO RJ45 VERIFY ALL ELECT 4 POS REGITS NI MANUF -···-·-·-·· 90 I ORDER STATUS EIOARD (I) FRONT COUNTER VERIFY ALL ELECT I FOS REGITS NI MANUF OTHER COMMUNICATION DEVICES 15 I DRIVE THIWUGH (DT/ TIMER GON501.E OFFICE 120V NIA NO R5252 MUST 6E J/'IITHIN 60FT OF DISPLAY 16 I DT REMOTE DISPLAY N!:Al't PT, VISleLE TO ENTIFe.e LOI'! VOLT NIA NO SE:RVICE: ARi:A PHONE I DATA LINES 15 0 SPARE OFFICE LOJ/'I VOLT NIA N/A RJ45 l<!A 0 SPARE OFFICE LOI'! VOLT NIA NIA RJ45 20 I FAX LINE OFFICE LOI'! VOLT NIA NIA RJ45 FAX LINE FOR OFFICE 21 I PHONE LINE OFFICE LOI'! VOLT NIA N/A RJ45 PHONE LINE FOR OFFICE 22 0 NOT USED 29 I HIGH $l'E:ED INTERNET LINE (MNS) OFFICE LOI'! VOLT N/A N/A RJ45 FOR SITE CONTROLLER o BOH PC 24 I MARCH SYSTEM SECURITY 5ECURITY SYSTEM LOI'! VOLT N/A N/A RJ45 PLU5S INTO ROUTER PORnl2 25 e, Dl51TAL MENU BOARD OFFICE/SERVICE AREA LOI'! VOLT N/A N/A RJ45 PLU5S INTO ROUTER PORnl4 26 I i'IIFI OFFICE LOI'! VOLT N/A N/A RJ45 PLU5S INTO ROUTER FORnlS TO POS SYSTEM r---==--r I __ _j "', FROM MENU EIOARD SOFFIT TO OFFICE (__ } / I" PVC CONDUIT J/'IITH PULL STRIN5S E~;; (1 _J\-"'\ 4) ---J / GlUAD RECEPT 6' DN FROM CLG FOR D/T HEADSETS ALL EC\lUIF'MENT 4 DAT A/l"OIAIER SHALL EIE RELOC EXISTIN5 UNLESS IT DOES NOT CURRENTLY EXIST ~ "' ~ ~ • ~ . 1 [() 9 • 1 [() N rR, o:, r:1::T-1 UPS~--~-.,_. 9 ~--,H-1·---ic- r !iC ~--t--'k- c:::il--1 tEMl SOH pc; g,-+t-....,._ in-'!<, 1-f-H-~ • 9 N '"I FRONT ELEVATION ALL EC\lUIPMENT 4 DATA/l"OIAIER SHALL BE RELOC EXISTING UNLESS IT DOES NOT CURRENTLY EXIST OFFICE ELEVATIONS SCALE, NOT TO SCALE r. ---~ ~- n u <?,-~~ I ' ·~---~ u nr1 n Ci II II ~ 1:} II II u u o-o --~ ~ .. ~ ~ DD i n ,;-1 (0 Jp I k i n n i (0 :JP II " i N ~ i " II ooj i Ll I~ I JI &i ·1 ....... , AA -.;:._, ""f\-:-::----1 ,, v I L ____ J , , .. ,,,v,,,;,,, , 1 ---- UP~~ I ,!, . \ i\ \ \\ \/ I ___ \IV /\ I/\ i \ IX ~v --,/·--/ ~ POS COMMUNICATIONS PLAN SCALE, 1/4' = I '-0" PLAN . . .. )\ .'./ . 1: . • ' ' " " AHARONI AN & ASSOCIATES INC. · " ARCHITECTS 31 o George Washington Highway Suite 100 Smlthfletd, Rhode lslond 0 2 9 1 7 T 401-232-5010 F 401-232-5080 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHAI.L REMAIN THE PROPERlY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPER!. Y AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITIEN AUTHORIZATION OF THE ARCHITECT. REVISIONS 6 NUMBER REMARKS DAlE ~~~ ~St.V,'i.D AP,,·-;;;-..;-.: ::, 'I /'. ' -rf q,. A'f! ' ""·Wo~J, <f). ~ {,f (' "'-; ti {( "'·• N•~ V '"L i, S.,, Clf~ "\!. s, \ :,,« ! '· ,•.\ ~ h" .. ',) ·,,, C A;3 cc~ D "/ b, ,.,. ,!_ --..... .r •• ~.\9 . ' ... .;:: //of ,1~ """~'.{.!~;~:;"" V FOR CONSTRUCTION PROJECT TITLE I ,iciiJI~ !, i~ ~ DuN QM,i ,, ,~ ® ~,~.,,, ~': ·t ,; : ., -•· ' ' D -[*dr~n~~] PC# 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND ........ _,,. '.· . 55 DAMON ROAD NORTHAMPTON, MA 01060 Hampshire County DRA\li1NG TITLE POS COMM PLAN, SCHEDULE & DETAILS DAlE PROJ NO MAY 25, 2018 11105.01 DRAWN BY CHECKED BY SMC. J6 DRA\li1NG NUMBER E I .2 p:-:···:,'· J. j y·:·· ·\:=1 l ' ... :; . '! 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CEIL.II% FINISH C,EILINI$ ELEVATION ACCE55 HATCH PHOTOCELL I TIME-CLOCK CONTROLLED CONTACTOR DETAIL S.::.AJ..E, NOT TO SC.AL.I: Ll<SHilN.s, NQTl;5 I) THE ELECTRiGAL C.ONTRACTOR SHALL BE FAMILIAR l'ilTH ALL OTHER DIVISIONS AND !5EC.TION5 OF THl& CONTRAvT. 2) l"!ORK UNDER THIS C.ON~CT SHALL CONFO!l(M TO THE NATIONAL l::Ll:CTRIC CODE, O&HA, i'lFPA, STAT!: AND LOCAL C.ODES. 6) ALL YIIRIN6 SHALL. ElE CONCEALED Y'IITHIN T;ff: l'IALL. AND G!:ILING &PACl=S. AL.L. l'ilRING AND HOME! !'!UNS BACK TO PANEL SHALL BE IN&TALLED IN A NEAT AND i'10RKMANLl!CE MANNER.. 4) ALL Ll6HTING FIXT\JRES SHALL ElE PROPERLY Sl=C,URl':D TO THE SlJILPING ,STRLJCT\JRE. 5) FROVIDI: ALL FIXTURE& GOMPLETI: l"IITH LAMPS. REFER TO NATIONAL ACCOUNT eoLJRc.l:! FOR LAMP &PEC.IFICAT,ON&. 6) PROVIDE HOLD DOYIN CLIPS FOR EACH CORNER OF LAY-IN LIGHT FIXTL,RES. 'T) PROVIDI:! ALL REQUIRED MOUNTIN<!o OR HAN<!olNG HARDJl'!,',RE, e,) LAMFe &HALL SE A& MANUFAGTUF<l:D SY SYLVAN,A, l'iESTIN6HoUSE, (!,ENERAJ. ELECTRIC OR APPROVED EQUAL. 'I} ANY NEY'! SYIITGHES TO SE MOUNTED AT 4e" AF UNLESS NOTE!:> OTHEf<l'ilS!:. 10) COORDINATE INSTALLATION IN flew;;> YIITH ARC.HITECT AND ENwlNJ:ER. COORDINATE AIMINe OF ADJU&TA6Le FIXTURES IN FIELD l"IITH l..l(!;HTJN(!; C.ON5UL TANT, 11) LED LAMPS SHALL ElE SSK COLOR TEMP, RATED 120\/ TYP. LAMPS SHALL SE PJRCHASED THROUGH NATIONAL AC,COUNT REP. 1:2) eee eo.1 fOR 1$l!NERAL J:!LEC,TRICAL Nores. DD 6Rl;EN NOTES I/ LED Ll6HT FIXTlJRl:S $ SIGNA5E, AL.L INTERIOR $ EXTERIOR l.:GHTINe, INvLUDIN<!, 51<!\NA.GE TO BE LED. AN'!" NON-LED FIXTURE MUST USE THI:: MOST EFFlvlENT OOLEl F'0551ElLI::. 2) E:FFEvTIVE 1.161-!TIN(!; CONTROLS, INTEGRAT: OCCUPANC'!" 51:NSORS IN SPACES NOT ACTIVELY USED THROU(!;HOLJT THE DA'!" INC,LUD!NG, RE5TROOKS, OFFICE, CONFERENCE ROOM5 4 C,LOSET!!. S/ YIALK-!N ElOX L16HTIN(!;, SYSTEM SHOULD lNC,1..UDE LED LIGHT FIXTURES w/ OCCl!PANCY SENSOR FOR E:NE:R<:;Y use REDUCTION. Ll6HT PIXiU~ SCHEDULE CODE C ____ ... ., ______ CJ t----· G HL LED-I LED-4 LED•f> LED-'T OC, F:2 P4 ... ~"'-"""'"'' _.,..., RH l'eC,X-2 XI X2 DESCR!PTION ' l M,',NUF PRODUCT# TRACK HEAD -OPEN STYLE I HALO L '1051'-'S ,.../ (I) 4' TRACK -••w_., ___ •---· • .. [ S,MK,',R ·-··"·•---··· EXTERIOR AYINING Ll(!;lff 0(!,15:2-911 ----.. , .. ---·-"·----···----' --·····"'·""·-· ---···--. [ LUMARK !:YELID HALL PACIC XTORIA ' [ RAe Ll6HT1Nc;, 0,e•--0,.,,.,__,,.,,,,w Ll<5HT FIXTURES UNDER HOOD VXIOODG LED DOJi'IN Ll(!;HT ·-·-···-····--J LRb-lOL--35-DR w/ RG6-l:21"1-GU24 tlO!JfllN<!J t LED•A !.AMP , CREE: LED :2X:2 RECE5SED FIXTU!'<E l CREE: CR:2:2-S2L.SSK-S >'l/ e><FANDl::D J-60X ' w/ FLAN<Se KIT FOR (!,Yf BOAl<P CE:ILING IF REGl'D LED 2X4 RECESSED FIX'!URE ·----1 :26R-LDl•411•A•UNV•Lb55-CDI-U ,.,; ACRYLIC. LENS ! M!:TALUX i METALUX ......... ___ LED 2X2 RECESSED FIXTURE! 2GR-LDI-S:2-A-UNV-Lt',S5-CDI-U w/ AC,RYLIC LENS Of'TIONAL-YIALL MOc'N'T"ED OCCUPANCY SEN,SoR-li<HiTEl JI'!& ··---~ .. --····-·-·--., YIS-2SO-l"I HANGINe DEGORATIVE Fl::NDANT .. l MOD!:!RN LIGHTIN(!; 2Sl'14-0 BOT MTD ® -t-011 AF CAPFUcCINO BLEND IMAeE I ~F>et! L.16H'i'IN!I HAN61Ne D!=vORATIVE Pl:NDANT /6" DIA! . . 1 socK Ll<5HTIN<!i> Pl4-5'1 (AMBER GLASS) _BOTMTD @}l'-1!>' ASV SOOTHS; 6'·6' AfN TABLES ·---~ EX7ERIOR YIEATHERPROOF EM REMOTE HE:AD EXITRONIX ZIF'•S GOOSENEc.K LIGHT FIXTURE r,/ le," ARM 2-HEAD BATTERY PACK LED EXIT Sl6N/l::M!:F1'5 Ll,st-lT COM60 -· """··--· , HI-LITE Hie,112/HL·A-l!l"·i l'l/151"1/LBL.IMOD ....... ,_,,_ . EXITRONIX ·LEC>-'10 --.. ~ ........... _____ EXITRONIX VEX-U-SF-YIS-i'<H-EL'lO•R ri'\I ,_L_IG-:--HT-:-I_N_G-,-P_L_A_N ______ ~N ~ 6CAJ..E, 1/4" = l'-0" ~ PLAN AHARONIAN & ASSOCIATES INC. ARCHITECTS 310 George Washington Hlghwoy Suite 100 Smlthflekl, Rhode Island 0 2 9 7 T 401-232-5010 , 401-232-5080 WWW.ARCH-ENG.COM DISCLAIMER OWNERSHIP ANO USE OF DOCUMENTS, DRAIMNGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF Tf!E ARCHITSCT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT. REVISIONS 6. NUMBER REMARKS DATE FOR CONSTRUCTION PROJECT TITI.£ -[ ~drinlk~] PC/I 357276 FRESH BREW IMAGE: CAPPUCCINO BLEND 55 DAMON NORTHAMPTON, ROAD MA 01060 Hampshire County DRAl\lNG 'IJTLE LIGHTING PLAN, SCHEDULE & DETAIL DATE PROJ NO MAY 25, 201f? 11105.01 DRAl',N BY CHECKED BY 5MC.. JB DRAl\lNG NUMBER El.3