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Home My WebLink About2145 IYANNOUGH ROAD - D'Angelo Plans 2145 IYANNOUGH ROAD WEST BARNSTABLE , MA 02668 ISSUED : 30 , 2020 ISSUED FOR CONSTRUCTION ALL WORK FOR THIS PROJECT MUST BE DRAWING LIST PERFORMED BY CONTRACTORS AND NO. 7 DRAWING TITLE SUB-CONTRACTORS WHO ARE LICENSED AND GENERAL: INSURED IN THE STATE OF MASSACHUSETTS. G-001 - CONSTRUCTION NOTES G-002 - CODE INFORMATION AND EGRESS PLAN ARCHITECTURAL: LOCATION MAP: A-100 - DEMOLITION PLAN _ A-101 - CONSTRUCTION PLAN AND DETAILS y + f .�,' r# A-102 - FINISH PLAN AND INTERIOR FINISH INFORMATION I ,� .• - T 1 A -1 03 - REFLECTED CEILING PLAN AND DETAILS " A 104 EQUIPMENT PLAN AND SCHEDULE A-201 - INTERIOR ELEVATIONS « W , . � �' ` A 301 SECTION DETAILS fie, �• :y. ,... ldfq' A-302 - SECTION DETAILS GENERAL NOTES ��•,�. •_ � }y A, � , ' � �� .° 1 G C IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE .x r _ PLUMBING: T ,_ . . SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE ' e R i.. .. - tag :• _: a : " .•< , t °M CONDITION. G.C. SHALL COORDINATE ALL SUB—TRADES SUPPLIED BY OWNER. PM-101 - PLUMBING AND HVAC PLANS ALL TRADES INVOLVED WITH THE PROJECT SHALL COOPERATE WITH ONE 4�' • ` ".'` ` * "'+ r° mr'.w: rr,".s'tF"'•. sd. 4. -' $ ;W�4"_ °'- yak.: �- "."+* r % �qgR e �" „�a';L �T` , �a � �•�k'r PM-102 PLUMBING SCHEDULE DETAILS & SPECIFICATIONSOE CONSC 0US Y SAVE AND PROTE T W RK BT OTHER TRADES. r a, - ]ply may{ : ' ° ; .. ,, ' ' µ <{ 2. G.C. SHALL SECURE ALL NECESSARY PERMITS AND INSPECTIONS FOR AND t... . DRAWINGS E-201 ELECTRICAL SPECIFICATIONS FROM REGULATORY AGENCIES AFFECTING THIS PROJECT. ELECTRICAL. ' "RF P'.:, e., " *6._.c.. !". f, 4 ..;-'?W. ' ,✓' ^F C.� �, �;'y a � � .-r��," ks ;�,+' "`.' � " :'. ; ,,° E-101 - ELECTRICAL PLANS SYMBOLS & ABBREVIATIONS � ,: °:, 3. ALL WORK SHALL CONFORM TO ALL INDUSTRY AND MANUFACTURER'S ° PUBLISHED STANDARDS AS WELL AS ALL REQUIREMENTS IN THESE DRAW a *. AND SPECIFICATIONS ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO PROCEEDING WITH WORK �T 4. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND GOVERNING 4j ¢*;� ,• ,�:. •`° ,. ��r g. R. , AUTHORITIES, INCLUDING LOCAL REQUIREMENTS. • � • �' ,<, a. - ' 5. NO SUBSTITUTIONS FOR ITEMS SPECIFIED WILL BE ACCEPTED WITHOUT PRIOR A&L ''sa'' � �� - ��, ' � WRITTEN APPROVAL FROM THE ARCHITECT, ENGINEER OR OWNER. ka 6. G.C. SHALL PROTECT WORK BY OTHER CONTRACTORS. G.C. SHALL BE R °' r• R .� �° y_--•� ,� . RESPONSIBLE FOR ANY DAMAGE TO ALL WORK BY OTHERS INCURRED WHILE • •y' ., ''�' / ' FULFILLING THE OBLIGATIONS OF THIS CONTRACT. aa. a,.�AF �� Y. Ira. �� ,►,t,�itAJ�i'• +�'•.1... �a� .-r. �„�- Sx` .'""'r.� ie. M+ '.:epr, pt ," R$.r .. 7. ALL WORK NOTED "BY OTHERS" OR "N.I.C." IS TO BE THE RESPONSIBILITY OF THE OWNER AND IS NOT TO BE PART OF THE CONSTRUCTION AGREEMENT. ; y i►�,.'' � PERATE WITH THE OWNER AND OWNERS OUTSIDE CONTRACTORS �'�' '' �,-`'�►� �'At": ". �f G.C.G C SHALL C AS REQUIRED �1' • �w ' a -- �x4 • �" 8 G.C. IS RESPONSIBLE FOR ALL SHORING AND BRACING OF EXISTING SOILS x . AND ELEMENTS DURING DEMOLITION AND CONSTRUCTION AS REQUIRED. R THE PROPER DISPOSAL OF ALL DEMOLITION AND • CONSTRUCTION RESPONSIBLE MATERIALS. f ' O rya 10 G.C. SHALL MAINTAIN A CLEAN AND ORDERLY WORK—SITE AT ALL TIMES 11. G.C. SHALL CLEAN SITE AT COMPLETION OF CONSTRUCTION. y 12. ALL WORK SHALL BE GUARANTEED BY THE G.C. AGAINST DEFECTS AND POOR WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM ARCHITECT: DESIGN CONSULTANT: INTERIOR DESIGNER: OWNER: _ SUBSTANTIAL COMPLETION. 13. G.C. SHALL BE RESPONSIBLE FOR BLOCKING AND ELECTRICAL CONNECTIONS FOR ALL MILLWORK. PROVIDE ADEQUATE CONCEALED BLOCKING FOR ALL COMMONWEALTH OF MILLWORK HUNG FROM PARTITIONS. ALL WOODWORK, BLOCKING, GROUNDS, ETC. Thompson I Edwards LLC 01 MASSACHUSETTS SHALL BE FIRE TREATED IN ACCORDANCE WITH ALL APPLICABLE CODES. ■ Architects ■ ,1K OFF Ramiz Khoda M O S E L E Y Ke s9 Consulting & Design, LLC THE MOSELEY GROUP c/o GLOBAL MONTELLO GROUP CORP. LTk ps G� �`;° r 19046 BRUCE B DOWNS BLVD - SUITE #167 31 HAYWARD STREET 15 NORTHEAST INDUSTRIAL ROAD -- - --__ - --- 85 WILLOW STREET � � Yaa�`�, - NEW HAVEN, CT 06 11 A N anectic t t TAMPA, FL 33647 FRANKLIN, MA 02038 BRANFORD, CT 06405 ABBREVIATIONS: TEL.: (203) 773-1950 �o ��ST�� TEL.: (860) 880-1786 TEL.: (508) 541-1340 TEL.: (781) 894-8800 NALQgG`�� A A.F.F. ABOVE FINISH FLOOR E EA. EACH I IN. (") INCHES Q Q.T. QUARRY TILE A.C.T.IA.C.P. ACOUSTICAL CEILING TILES/PANELS E.F. EACH FACE INFO. INFORMATION ALUM. ALUMINUM E.W. EACH WAY I.D. INSIDE DIAMETER R R. RADIUS, RISER A.B. ANCHOR BOLT ELEC. ELECTRIC REF. REFERENCE, REFER & AND ELEV. ELEVATOR,APPLICANT. APPROX. APPROXIMATELY EL. ELEVATON REM REMOVE ELEVATION K K.D. KNOCK DOWN F CE(ING) MECHANICAL, ELECTRICAL & PLUMBING ENGINEER: ARCH. ARCHITECTURAL ENCL. ENCLOSE, ENCLOSURE L LBL. LABEL REQ'D REQUIRED GLOBAL MONTELLO GROUP CORP. p ENG. ENGINEER(ING) LAM. LAMINATE REV. REVISION, REVERSE ' B B.L. BASE LINE ENT. ENTRANCE, ENTIRE LAV. LAVATORY R.D. ROOF DRAIN IE , ^A •� B.PL BASE PLATE EQ. EQUAL LG. LENGTH, LONG RGH. ROUGH �/ ►►' BM. BEAM EQUIP. EQUIPMENT LT'L LINTEL BLK'G BLOCKING EXIST. EXISTING S SECT. SECTION PR E N Ca I N E E R I N G . I N (_' B.S. BOTH SIDES EXP, EXPANSION, EXPOSED M MAX. MAXIMUM SHT. SHEET �n^ B.W. BOTH WAYS E.B. EXPANSION BOLT MAS. MASONRY S.W. SHOP WELD r'l QUES BOT. BOTTOM E.J. EXPANSION JOINT M.O. MASONRY OPENING SIM. SIMILAR 290 BURNSIDE AVENUE 800 SOUTH STREET - SUITE 500 BRK. BRICK EXT. EXTERIOR MAT1 MATERIAL S.W. SHOP WELD EAST HARTFORD, CT 06108 43Q23 tt WALTHAM, MA 02453 BLD'G BUILDING EXTER. EXTERIOR MECH. MECHANICAL SL.DR. SLIDING DOOR TEL.: (860) 895-8385 ��,S�a`�°�� TEL.: (781) 894-8800 MTL METAL SLDR. SOLDIER (j C CPT. CARPET F F.B. FACE BRICK MIN. MINIMUM SPEC. SPECIFICATION �'►�,S'C�NALE�.� CLG. CEILING F. TO F. FACE TO FACE MISC. MISCELLANEOUS SPR. SPRINKLER `'• WWv C.L. CENTER LINE FT. (') FEET, FOOT MTG. MOUNTING SQ.FT. SQUARE FEET C.T. CERAMIC TILE F.W. FIELD WELD S.S. STAINLESS STEEL C.L.F. CHAIN LINK FENCE FIN. FINSH N NOM. NOMINAL STD. STANDARD C.R. CHAIR RAIL F.E.C. FIRE EXTINGUISHER CABINET N.I.C. NOT IN CONTRACT STL. STEEL C.O. CLEAN OUT F.H.C. FIRE HOSE CABINET N.T.S. NOT TO SCALE STRUC. STRUCTURAL CLR. CLEARANCE) FLASH'G FLASHING NO., (#) NUMBER SUSP. SUSPENDED CLSR. CLOSER FLR. FLOOR SYM. SYMMETRICAL GENERAL SYMBOLS KEY CLS. CLOSET FLR'G FLOORING O OFF. OFFICE COL. COLUMN F.D. FLOOR DRAIN O.C. ON CENTER T TBD. TO BE DETERMINED - ------ CONC. CONCRETE FLUOR. FLUORESCENT OPN'G OPENING TEL. TELEPHONE DETAIL C.M.U. CONCRETE MASONRY UNIT FTG FOOTING OPP. OPPOSITE THRU THROUGH CONSTR. CONSTRUCTION FDN. FOUNDA TION OZ. OUNCE TOIL. TOILET BREAK MARK I # DETAIL NUMBER # REVISION NUMBER CON T. CONTINUOUS O.D. OUTSIDE DIAMETER T. TREAD •## SHEET NUMBER C.J. CONTROL JOINT G GA. GAGE OR GUAGE O.F. OUTSIDE FACE TYP. TYPICAL TITLE L — _ — J C.G. CORNER GUARD GALV. GALVANIZED O.A. OVERALL T I T L E- NAME O KEYED NOTE CORR. CORRIDOR G.C. GENERAL CONTRACTOR O.F.I. OWNER FURNISHED V V.P. VENT PIPE �EE CTSK. COUNTERSUNK GL. GLASS AND INSTALLED VERT. VERTICAL SCALE SCALE # NUMBER CRS. COURSE, COURSES GYP. BD. GYPSUM WALLBOARD O.F.C.I. OWNER FURNISHED VIN. VINYL REFERENCE NUMBER ## MBER CEILING G.W.B. GYPSUM WALLBOARD CONTRACTOR INSTALLED V.C.T. VINYL COMPOSITION TILE TYPE— CEILING TYPE D DEPT. DEPARTMENT V.T.R. VENT THROUGH ROOF E�� CEILING HEIGHT DEP. DEPRESSION, DEPRESSED H HDCP HANDICAP P PTD. PAINTED WALL HEIGHT FEET'-INCHES" �, DIMENSIONS (SHOWN IN FEET 8c INCHES) (SHOWN IN FEET & INCHES) DIAG. DIAGONAL HD. HARD PNL. PANEL W WSCT. WAINSCOT (FEET AND INCHES) D. DIAMETER HDWR HARDWARE PART. PARTITION W.C. WATER CLOSET T� WALL HEIGHT TO DECK DIA. DIAMETER HT. HEIGHT PLAS. PLASTIC WT. WEIGHT NORTH ARROW WINDOW NOTE DIM. DIMENSION HGT. HEIGHT PL. PLASTIC W.W.F. WELDED WIRE FABRIC SECTION DO. DITTO H.C. HOLLOW CORE PLUM. PLUMBING W.G. WIRE GLASS SECTION NUMBER # DOOR NOTE DR. DOOR H.M. HOLLOW METAL LB. POUND W.M. WIRE MESH DWG. DRAWING HORIZ. HORIZONTAL P.S.I. POUNDS/SQUARE INCH W/ WITH ## SHEET NUMBER H.B. HOSE BIBS P.S.F. POUNDS/SQUARE FOOT W/0 WITHOUT REVISION CLOUD Ashk PREF. PREFINISHED WD. WOOD MATCHLINE _MATCH LINE P.M. PRESSED METAL W.P. WORKING POINT SHEET X PROP. PROPERTY, PROPOSED W.P. WATER PROOF r -� DRAWN: RK CHECKED: KDT NOTES: CONTRACTOR TO VERIFY PLUMBING AND ELECTRICAL SPECIFICATIONS FOR EQUIPMENT OUTSOURCED BY OWNER EQUIPMENT SCHEDULE TY No. DESCRIPTION MANUFACTURER & MODEL VOLTAGE Ph CORD RECEP. HOT WATER COLD WATER DRAIN REMARKS 1 001 25" S.S. MOP SINK STORAGE CABINET, w/ 16"x20"x8" SINK BOWL & 84-1/4"CABINET HT. EAGLE GROUP // F1916—VSCS X X X CONNECT DRAIN TO EXISTING IN THIS SPACE 1 002 MILLWORK CABINET BY MILLWORK SUPPLIER 1 003 1 COMPARTMENT DROP-IN HAND SINK ADVANCE TABCO // DI- 1 — 10 X X X 1 004 EXISTING 3-COMPARTMENT SINK DUKE MANUF. // 300 SERIES X X X CLEAN AND SANITIZE ENTIRE SINK — J 1 005 24"x48" S.S. WORK TABLE W/ UNDERSHELF ADVANCED TABCO // MS-244 1 006 COUNTERTOP COLD WELL APW WYOTT // CTCW-43 120V X 2 007 24" ELECTRIC COUNTERTOP GRIDDLE VULCAN // HEG24E 240V 3 X STORAGE 1 008 VENTLESS HOOD SYSTEM (HORIZONTAL DISCHARGE) WELLS // GK-48 208-240v 1 X MIN. 108" CLG. CLEARANCE REQUIRED CLOSET 1 009 36"x48" S.S. WORK TABLE W/ UNDERSHELF ADVANCED TABCO // MS-364 46 1 010 16"x48" S.S. OVERSHELF BK RESOURCES // BKWS-1648 Sq . Ft. 1 Oil COMMERCIAL MICROWAVE OVEN MAGIC CHEF // MCCM910ST 120V 1 X 1 012 CONVEYOR SANDWICH OVEN VOLLRATH // J133H S02-24010.5 240V 1 X 1 013 S.S. WORKTOP W/ UNDERCOUNTER REFRIGERATOR TRUE // TWT-48—HC 115V 1 X 1 014 S.S. SALAD/ SANDWICH PREP. W/ UNDERCOUNTER REFRIGERATOR TRUE // TSSU-60-24M—B—ST—HC 115V 1 X 1 015 S.S. UNDERCOUNTER REFRIGERATOR TRUE // TUC-27-HC 115V 1 X 1 016 STEEL SAFE TIDEL // TACC IIA 120V 1 X BELOW COUNTERTOP 2 017 COUNTERTOP FOOD PAN WARMERS VOLLRATH // 71001 CAYENNE 120V 1 X 1 018 COUNTERTOP MULTI-PURPOSE ORGANIZER w/NAPKIN DISPENSER DISPENSE—RITE // NLO—LDNH 1 019 GLASS DOOR MERCHANDISER TRUE // TVM-48SL-54—HC—VM01 115V 1 X 1 020 NOT USED -- 1 021 S.S. TWO DOOR FREEZER TRUE // T-35F—HC 115V 1 X 1 022 S.S. ONE DOOR FREEZER TRUE // T-23F—HC 115V 1 X 2 023 S.S. TWO DOOR COOLER TRUE // T-49—HC 115V 1 X 1 024 24"x24" METAL WIRE WALL SHELVING REGENCY // 460EB2424WSK ABOVE COOLERS/FREEZERS (SECURELY ATTACH TO WALL) 1 025 24"x48" METAL WIRE WALL SHELVING REGENCY // 460EB2448WSK ABOVE COOLERS/FREEZERS (SECURELY ATTACH TO WALL) 1 026 24"x6O" METAL WIRE WALL SHELVING REGENCY // 460EB246OWSK ABOVE COOLERS/FREEZERS (SECURELY ATTACH TO WALL) 1 027 CLASSIC LID CUP ORGANIZER - BLACK CAL—MIL // 2048-4 ISSUED FOR CONSTRUCTION 12/30/20 NOTE: CONTRACTOR TO VERIFY NO. REVISION/ISSUE DATE INFORMATION SHOWN WITH COOLER EQUIPMENT ORDERED WITH SEALS: PROJECT MANAGER. ��9OF 'r9 Ker `TL pe ~ , .4750 V N v ltavcn, 1p anecticut t y �O G/ST�F'��E� `�S70HAL AR��` COMMON AREA 101 2,790 SF ARCHITECT: Thompson I Edwards LLC • Architects LINT11 TING 9'-95/8" HIGH MOVABLE LINE DIVIDER 85 WILLOW STREET NEW HAVEN,CONNECTICUT 06511 IOR STOREFRONT TEL.:(203)773-1950 FAX:(203)777-8687 — — — — — — — — — — — — — — — — DESIGN CONSULTANT: CONVENIENCE 24"X36" _ 022 f WORK—DES�C STORE ( 1 Ramiz Khoda W(LEASE 024 / I I CUSTOMER Consulting & Design, LLC / QUEUING AREA 19046 BRUCE B DOWNS BLVD-SUITE#167 TAMPA,FL 33647 102 TEL.:(860)880-1786 AREA) — - 960 019 174 SF � 023 Sq . Ft. ± ( u�' OWNER: (r� TRUE GDM-49 I Igz GLASS DOOR COMMONWEALTH OF MASSACHUSETTS \ O21 I I MERCHANDISER �� I ,` c/o GLOBAL MONTELLO GROUP CORP. O25 � — — — — — — — O1S ,�(�Q O12 �\ 15 NORTHEAST INDUSTRIAL ROAD BRANFORD, CT 06405 r--I--T--T--1--Z--T'--1--1 120m-- W HAND—OF L--1--1--i-----�--L— I--� � \ COUNTER COUNTER I I I I I I I I EXIST. H HW i �G v r APPLICANT: STORAGE05 PREP. 017 027 SHELVING BELOW 016 CU Q cv� 011 Q `�,\ABOVE,�i 001 COUNTER (DRY GOODS) 015 � 1 129 SF A( a SALES L / 014 013 I I GLOBAL800 SOUTOHNSTREOET RSOUITE OO UP 103 CORP. \ 026 89 SF NEW MENU / \ 120v I I � WALTHAM, MA 02453 BOARDS (AB VE) i I J (781) 894-8800 — — —c.o. _ EXISTING EN I I - - - - - - - - - �- - - _ 5 LL-T�7'-8' A.F. — � I / \ `J - - - - - - - - - - - -- - 009 008 006 PROJECT: 0 0 < 003 - �`' '' PREP. AREA � �� 0 0 104 \ P � `I,�� VESTIBULE 1 D'ANGELO 102 SF Fp ��, o ;,�oJ�,� 100 # � ' GRILLED SANDWICHES �%ij 004 EXISTING GREASE �� y�P�p�G 233 SF TRAP BELOW 120 INTERIOR FIT OUT v 1.� /� 2145 IYAN,�� NOUGH ROAD o WEST BARNSTABLE, MA 02668 0 0 OMP SIN I I EXIT] O DRAWING TITLE: o �o� EXISTING PLUMBING CHASE WALL EXISTING WIRE SHELVING ABOVE & � EQUIPMENT PLAN oo� AND SCHEDULE LEGEND : EXIT COMBINATION EXIT SIGN & EMERGENCY LIGHT EMERGENCY LIGHT ONLY RKCD TIE DRAWING NO. PROJECT#: PROJECT#: EQUIPMENT PLAN FE FIRE EXTINGUISHER CABINET i--� EXISTING WALL (TO REMAIN) 20-04 20-03 1 ISSUE DATE: SCALE:�/r -r-o� � = FIRE ALARM HORN & STROBE C — ELEMENTS TO BE DEMOLISHED ,2/30/2020 A- 1 04 SCALE: L FIRE ALARM PULL STATION r NEW WALL TO BE CONSTRUCTED/INFILLED J AS NOTED r � DRAWN: RK CHECKED: KDT NOTES: BUILDING INFORMATION FORM 8, OCCUPANCY LOAD REFER TO EGRESS PLAN AND OCCUPANT' LOAD CALCULATION ON RIGHT OCCUPANT LOAD CALCULATIONS / SPACE CLASSIFICATIONS: DESIGN TOTAL FOR EACH FLOOR 257 FIRST FLOOR: (PER TABLE 1004. 1 .2) 2015- IBC PORTION OF THE 9th EDITION OF MASSACHUSETTS STATE BUILDING CODE CMR 780 J OCCUPANCY DESIGN TOTAL FOR BUILDING 257 AREA (USE GROUP: BUSINESS) OCCUPANCY MERCANTILE (GRADE FLOOR AREAS) 60 GROSS GRADE FLOOR AREAS (B) ---> TOTAL LOAD = 100 GROSS SF/ OCCUP. 7 ) 8 2 6 SF OCCUPANCY BUSINESS LE 1000 GROSSORAGE, UTILITY AREAS) - 300 GROSS OCCUPANCY ASSEMBLY (WITHOUT FIXED SEATS - TABLES & CHAIRS) - 15 NET TOTAL SF GRADE FLOOR BUSINESS AREAS (INCLUDES CASHIER)= 320 SF (INTERIOR FIT-OUT SPACE) EXIT CAPACITY FOR EACH FLOOR 257 FIRST FLOOR: NOT TOTAL OCCUPANTS FOR BUSINESS AREAS (INTERIOR FIT-OUT SPACE) = 320 SF / 100 SF per OCCUP. = 4 OCCUPANTS (REFER TO EGRESS PLANS FOR NUMBER, I N C L, ASSEMBLY OCCUPANCY CLASSIFICATION LOCATION AND CAPACITY OF EXITS FROM EACH AREA) STAIRS/DOORS ARE TOTAL OCCUPANT LOAD FOR INTERIOR FIT-OUT SPACE = 4 OCCUPANTS LIMITING FACTOR Primary Use Group: A-2 (ASSEMBLY-FOOD COURTS) Secondary Use Groups: B (BUSINESS)/M (MERCANTILE) Accessory use areas: N/A 9, MODIFICATIONS a) NEW/APPROVED N/A b) OUTSTANDING (NOT YET APPROVED) N/A Separated Mixed Use: N/A (USE GROUP: ASSEMBLY WITHOUT FIXED SEATS-TABLES & CHAIRS) ---> TOTAL LOAD = 15 NET SF/ OCCUP. CONSTRUCTION TYPE: 5B 10, ACCESSIBLE BUILDING DESIGNATED X NON-DESIGNATED 11, MINIMUM PLUMBING FIXTURE COUNT TOTAL SF GRADE FLOOR COMMON SPACE (ASSEMBLY WITHOUT FIXED SEATS-TABLES & CHAIRS) = 2.964 SF MINIMUM TYPE OF CONSTRUCTION REQUIRED 5B A-2 USE GROUP: TOTAL OCCUPANTS 257 TOTAL OCCUPANTS FOR COMMON SPACE = 2964 SF / 15 SF per OCCUP. = 200 OCCUPANTS = ACTUAL TYPE OF CONSTRUCTION PROVIDED 5B REQUIRED PROVIDED A-2 W/C 1 PER 75 XX # OF PEOPLE EGRESSING SPACE BUILDING HEIGHT: W/C 4 4 A-2 LAVS 1 PER 200 LAVS 2 2 A-2 1 SERVICE SINK XX # OF PEOPLE ALLOWED FOR OPENING BUILDING HEIGHT STORY/FEETIST/ 281-00 ALLOWABLE BLDG, HEIGHT S/S 1 1 ISSUED FOR CONSTRUCTION 12/30/20 STORIES ABOVE GRADE 1 STORY/FEET 1/40FT NO. REVISION/ISSUE DATE 12, SPRINKLER PROTECTION X ENTIRE BUILDING SEALS: BUILDING AREA LIMITED AREA 9 orM GROSS BUILDING AREA: FIRST FLOOR = 7,926 SQFT, NONE / NA, Ker s9 •17 0 U N •llaN•ca, TOTAL GSF ALL BUILDINGS - 7,826 SQ�FT, A �' �1 nuecticut '9 13, CODES TO WHICH THIS PROJECT WAS DESIGNED ��S s�'70UAL AREA TABULATIONS: NINTH EDITION OF THE MASSACHUSETTS STATE BUILDING CODE 780 CMR TOTAL PERIMETER 436 FT, OPEN PERIMETER 436 FT, 1 . INTERNATIONAL BUILDING CODE/2015 (ICC) ARCHITECT: 2. INTERNATIONAL EXISTING BUILDING CODE/2015 (ICC) N16 66 STREET FRONTAGE CALCULATION: 3. INTERNATIONAL MECHANICAL CODE/2015 (ICC) 165 4. MASS. 248 CMR 10,00: UNIFORM STATE PLUMBING CODE Thompson I Edwards LLC 100(UPEN PERIMETER/TOTAL PERIMETER - 0,25) X (WIDTH OF 5. NATIONAL ELECTRICAL CODE, NFPA 70/2020 (NEC) OPEN WAY/30> = AREA INCREASE 6. INTERNATIONAL ENERGY CONSERVATION CODE/2015 (ICC) � Architects • 100 (1,740 / 1,740 - 0 25) X ( 20 / 30) = 50% 7, MASS. 521 CMR: ARCHITECTURAL ACCESS BOARD 85 WILLOW STREET NEW HAVEN,CONNECTICUT 06511 USE: N/A REGULATIONS /2006 TEL.:(203)773-1950 FAX:(203)777-8687 COOLER % OF ALLOWABLE TABULAR AREA 100% 527 CMR 1 .00: MEN'S WOMEN'S DESIGN CONSULTANT: % REDUCTION FOR HEIGHT - % N/A MASSACHUSETTS COMPREHENSIVE FIRE SAFETY CODE RESTROOM RESTROOM DUNKIN' 248 242 DONUTS % INCREASE FOR OPEN PERIMETER + % N/A Sq.Ftf Sq.Ft.t (LEASE z . 1 . PORTIONS OF THE INTERNATIONAL FIRE CODE/2015(ICC) AREA) % INCREASE FOR COMPLETE SUPPRESSION + % N/A 2. NATIONAL FIRE PROTECTION ASSOCIATION 1 552 0 BURGER TOTAL PERCENTAGE FACTOR = % N/A FIRE SAFETY CODE/2015 (NFPA 1) Sq.Ft.t I KING Ramiz Khoda O (LEASE " AREA) Consulting & Design, I CONVERSION FACTOR (% FACTOR / 100) N/A I TOTAL= 19046 BRUCE B DOWNS BLVD-SUITE#167 2,055 TAMPA, FL 33647 Sq.Ft.f TEL.:(860)880-1786 MIXED USES: N/A 14, NUMBER OF EXITS —1 21 165 STORAGE REFER TO FLOOR PLANS FOR NUMBER OF EXITS P16 CLOSET OWNER: FROM EACH AREA AND FLOOR 46 FIRE RESISTANCE RATING FOR BUILDING ELEMENTS 5 WATER \ \ COMMONWEALTH OF MASSACHUSETTS 15, THRESHOLD LIMIT BUILDING: NO H6.25R Sq.Ft. \ c/o GLOBAL MONTELLO GROUP CORP. \ 15 NORTHEAST INDUSTRIAL ROAD BUILDING ELEMENT FIRE RATING DESIGN # BRANFORD, CT 06405 SEPARATION FOR 16, HISTORIC BUILDING: NO (781) 894-8800 DISTANCE REQ'D PROVIDED RATED OFFICE COOLER (IN FEET) ASSEMBLY 18, TRAVEL DISTANCE COAARM�ON Bearing walls t01 APPLICANT: Exterior ALLOWABLE 150 FT PROVIDED 28,0 FT 2.7905E North - 0 HR 0 HR N/A TRAVEL DISTANCE TO NEAREST EXIT = 28.0 FT. — — — — — — — — — — East - 0 HR 0 HR N/A 19 DOOR CAPACITY CUSTOMER GLOBAL MONTELLO GROUP CORP. West - 0 HR 0 HR N/A I N WEUINZAREA I 631 800 SOUTH STREET - SUITE 500 South - 0 HR 0 HR 174 SF N/A DOORS WITH STANDARD HOLLOW METAL I 134 WALTHAM, MA 02453 CONVENIENCE (781) 894-8800 Interior 0 HR 0 HR N/A FRAMES AND BUTT HINGES STORE RAGE PRE — 0 331 (LEASE J ST / . \ Interior carrying roof only SIZE CLEAR WIDTH MAX. ❑CC. LOAD (CAP = ,3"/❑CC) AREA I — 20 — � — �_�_� X rY g y 0 HR 0 HR N/A ) LJILJ IL \ 960 MAXIMUM TRAVEL DISTANCE TO EXIT 28 Nonbearing walls C2) 3'-0" 66 25" 331 ❑CCUPANTS Sq.Ft.t r 1 and partitions (1) 3'-0" 33,125" 165 OCCUPANTS I _ - �J PROJECT: PREP.AREA Exterior 18 1024 .,�� 210-01 D1 ANGELO North - 33 SF 0 HR 0 HR N/ALA 4 East _ 20, FINISHES 331 o HR o HR N/A USE GROUP M GRILLED SANDWICHES West - 0 HR 0 HR N/A ALL EXITS HAVE CLASS B INTERIOR FINISH. — — — — — — — — — — INTERIOR FIT OUT South - 0 HR 0 HR N/A ALL CORRIDORS HAVE MINIMUM CLASS B INTERIOR FINISH, Interior ALL ROOMS AND ENCLOSED SPACES CLASS C INTERIOR FINISH. 67 2145 IYANNOUGH ROAD 0 HR 0 HR N/A 331 WEST BARNSTABLE, MA 02668 Floor construction: AREA OF PROPOSED WORK Including supporting 0 HR 0 HR N/A 21, EGRESS-RELATED CODE INFORMATION (ALL OTHER ITEMS OUTSIDE OF DELINIATED beams and joists FLOOR AREA ALLOWANCES PER OCCUPANT AREA ARE EXISTING AND TO REMAIN AS-IS.) DRAWING TITLE: Roof construction: OCCUPANCY ASSEMBLY A-2 (WITHOUT FIXED SEATS -TABLES & CHAIRS) - 15 NET Including supporting 0 HR 0 HR N/A OCCUPANCY BUSINESS - 100 GROSS CODE beams and joists OCCUPANCY MERCANTILE - 60 GROSS INFORMATION AND OCCUPANCY MERCANTILE (STOCK, STORAGE, UTILITY AREAS) - 300 GROSS EGRESS PLAN EGRESS WIDTH PER OCCUPANT SERVED EGRESS PLAN EGRESS - CORRIDORS AND DOORS 0.2" PER PERSON 1 SCALE: NOT TO SCALE RKCD TIE DRAWING NO. PROJECT#: PROJECT#: 20-04 20-03 ISSUE DATE: 12/30/2020 G-002 SCALE: AS NOTED L J r � DRAWN: RK CHECKED: KDT DYANGELO GRILLED SANDWICHES FAMOUS INTERIOR FIT-OUT NOTES: AT 2145 lyannough Road - West Barnstable, MA 02668 SCOPE Renovation to an existing ±338 sf fast casual to-go restaurant interior space as part of 1.4 COORDINATION: The Contractor shall be responsible for the coordination 1.12 SELECTIVE DEMOLITION: an existing fast food highway rest area building. The existing structure is wood and scheduling of all construction elements and, sub-contractors. In the event of a A. Items to be removed: Remove and dispose of all the existing items construction with siding and brick at the base. The interior demising walls are wood conflict within the contract documents, contact the Architect, Design Consultant and designated to be demolished or replaced. Properly dispose of removed items in a construction with gypsum board finish. The existing roof structure is wood the Interior Designer for clarification before proceeding. licensed dump. Disposal of materials on-site will not be permitted. construction supported on the wood stud bearing walls and rafters running the length of the space. The floor is a concrete slab on ground. The space has an existing B. Site Access and Temporary Controls: Conduct selective demolition and HVAC system located on the exterior of the building on the roof; which is to remain. 1.5 TEMPORARY UTILITIES. debris-removal operations to ensure minimum interference with roads streets Y g � p > A. Electric: The Contractor shall arrange and pay for temporary electric walks, walkways, and other adjacent occupied and used facilities. Coordinate The renovation consists of limited interior demolition, new interior partitions, doors, service as required for this project. location for temporary storage of removed items and dumpsters with the Owner's ceilings, flooring, finishes, casework, and lighting. The interior finishes, cabinetry, counters and cooking equipment are to be new in the renovation area only. The B. Water: The Owner will make available to the Contractor, limited representative. facility is currently completely handicap accessible. domestic water from existing water spigots within the space. Use of water is to C. Remove: Detach items from existing construction and legally dispose be limited and solely related to the Work of this project. of them off-site. D. Telephone: The Contractor's on-site superintendent shall have an D. Disposal: Transport demolished materials off Owner's property and CONSTRUCTION NOTES 1 phone n his or her person at all times that work is being ' operational cell p o e o p g legally dispose of them. All demolished items shall be removed from site not performed on-site. The telephone number shall be provided to the Owner. less than each Friday. (No demolished material is to remain on-site over the GENERAL weekend.) - ISSUED FOR CONSTRUCTION d12/3O/200.1 CODES: All work shall conform to the current editions of the State of 1.6 TEMPORARY FACILITIES: E. Clean: Clean adjacent structures and improvements of dust, dirt, and NO. REVISION/ISSUE Massachusetts State Building Code - 780 CMR (9th Edition) , as appended, and the A. Office: A temporary field office is not required, nor desired. The debris caused by selective demolition operations. Return adjacent areas to • p ry q � SEALS: State of Massachusetts Fire Code, as appended. Contractor may temporary have tem ora use, in coordination with the Owner, of condition existing before selective demolition operations began. xofM • designated space within the existing structure for the storage of tools and R s9 -----� 0.2 PERMITS: The Construction Contractor shall be responsible for obtaining �Th•4730 v h ttn I, construction materials that relate to this project. However, the Owner will not 1.12 STRUCTURAL: Refer to structural drawings for all structural work. �o��; and paying for the Building Permit and all other required permits. assume an responsibility in the event of their loss or damage. NALA��' y p y g Contractor to field verify all structural elements and dimensions prior to starting 0.3 OCCUPANCY: The proposed renovation area of the fast casual to-go work. B. Toilet Facilities. The Contractor shall be responsible for the provision restaurant space will remain closed during the entire time of this construction ARCHITECT.- entire of toilet facilities for his or her workers. If toilet facilities within the project however the remaining portions of the building well remain open during the e time of this construction. The Contractor shall ensure that safe access to the site is space are utilized, they are to be thoroughly cleaned prior to the turn-over of the 1.13 PLUMBING: Refer to plumbing drawings for all plumbing work. Plumbing Thompson I Edwards LLC maintained at all times. Additionally, the Contractor shall ensure that emergency space to the Owner. shall be in accordance with the Massachusetts State Building Code, the Massachusetts • Architects y g 85 WILLOW STREET access is provided at all times during the course of this work to both the structure of NEW HAVEN,CONNECTICUT 06511 State Fire Safety Code and the International Plumbing Code. Plumbers shall be TEL.:(203)773-1950 FAX:(203)777-8687 this project and the exterior site. .licensed in the State of Massachusetts 1.7 CUTTING AND PATCHING. Prior to cutting and excavating for below slab DESIGN CONSUL TANT: 0.4 SAFETY: The Contractor shall have sole responsibility for safety related to utilities, coordinate locations. Keep cutting and patching to a minimum. Do NOT the work of this Contract. The Contractor shall take all measures, as required, to cut structural members. All cutting shall be done neatly and cleanly. Patching shall 1.14 HEATING VENTILATING AND AIR CONDITIONING (HVAC): � � Ramiz Khoda insure a safe work site, the public, and his own workers. Safety procedures shall be be done with like materials and in a manner so as to be invisible when finished. No Refer to mechanical drawings for HVAC work. Coordinate ductwork diffuser and Cotwilling, `� Design, other warnings shall be g � 19046 BRUCE B DOWNS BLVD-SUITE#167 coordinated with the Owner. Barricades, signs, lights, and o w g rough edges shall remain when finished. TAMPA,FL 33647 g g return grille locations with lighting and other trades. Upon completion of Work TEL.:(860)880-1786 provided during the work as required to protect the public. balance system and provide a balancing report. HVAC work shall be in accordance OWNER: 0.5 ASBESTOS/PCBs: The owner of the property shall provide all 1.8 SUBMITTALS: Submit shop g and d product data in not less than 4 with The Massachusetts State Building Code, the Massachusetts Fire Safety Code and documentation and assurance that the subject property is free and clear of any the International Mechanical Code. HVAC work shall be by tradesmen as COMMONWEALTH OF MASSACHUSETTS copies, to the Architect FOR BID. Mark clearly what they are, the manufacturer, ' C/o GLOBAL MONTELLO GROUP CORP. asbestos and Polychlorinated biphenyls (PCBs). appropriate licensed in the State of Massachusetts. 15 NORTHEAST INDUSTRIAL ROAD model, etc. and indicate that the Contractor has reviewed the items for conformance to ' BRANFORD, CT 06405 (781) 894-8800 0.6 INSURANCE: The Construction Contractor shall obtain and maintain, with the contract documents. The Architect and The Design Consultant will review the an insurance company licensed in the State of Massachusetts, Comprehensive submittals for conformance to the design concept only. The Contractor shall be 1.15 ELECTRICAL: Refer to electrical drawings for Electrical work. Electrical APPLICANT: General Liability Insurance (including Premises-Operations) in an amount not less responsible for verifying dimensions and coordination with other components and work shall be in accordance with current editions of the Massachusetts State Building than $ 1 ,000,000 for Bodily Injury and $ 1 ,000,000 Property Damage. The trades. Code, the Massachusetts Fire Safety Code and the National Electrical Code. GLOBAL MONTELLO GROUP CORP. Owner/Lessee Global Montello Group he architect Thom son/Edwards LLC 800 SOUTH STREET - SUITE 500 ' p Corp., p Electrical work shall be by electricians licensed in the State of Massachusetts. WALTHAM, MA 02453 Architects, and the Design Consultant, Ramiz Khoda Consulting & Design, LLC, (781) 894-8800 shall each be named an "additional insured." 1.9 DIMENSIONS: Field verify all dimensions prior to starting work. * * * END * * * PROJECT: GENERAL REQUIREMENTS 1.10 DEFINITIONS: "Provide" means to furnish and install, complete and ready D'ANGELO GRILLED SANDWICHES 1.1 SUMMARY: See scope above. for intended use. INTERIOR FIT OUT 2145 IYANNOUGH ROAD 1.2 INTENT: It is the intent of these contract documents that all items indicated WEST BARNSTABLE, MA 02668 to be provided shall be complete and full functional, e.g. equipment shall have all 1.11 CLOSEOUT: Upon completion, the Contractor shall notify the Architect, pY DRAWING TITLE: components required for normal function and installation of portions or connections who will then schedule a review of the Work with the Owner and Contractor. A by other trades is to be included. "punch list" of incomplete items and items requiring corrective work will be compiled CONSTRUCTION for the Contractor's action. Final closeout shall include the completion of all Punch NOTES 1.3 MODIFICATIONS & CHANGES : Modifications or changes from these List work, the submission of "As-Built" drawings, operating and maintenance contract drawings and other contract documents are not permitted without a formal manuals, warranties, other required documentation and a permanent Certificate of written Change Order approved and signed by the Architect, The Contractor and the Owner. Occupancy from the Town of Barnstable, MA. RKCD TEE DRAWING NO. PROJECT#: PROJECT#: 20-04 20-03 ISSUE DATE: G-001 12/30/2020 SCALE: AS NOTED L J GENERAL DEMOLITION NOTES: 1 ) GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE BUILDING AND SHALL VERIFY ALL ITEMS TO BE REMOVED OR KEYNOTES = DEMOLITION E DRAWN: RK CHECKED: KDT DEMOLISHED. THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY AND NOTES: ACHIEVE THE FULL EXTENT OF DEMOLITION REQUIRED FOR RENOVATION OF ALL SPACES. 1 REMOVE AND DISCARD EXISTING DOOR, FRAME AND HARDWARE. 2) GENERAL CONTRACTOR SHALL SAVE AND STORE ITEMS TO BE REMOVED AS SPECIFIED BY THE OWNER IN AN ON-SITE 2 REMOVE AND DISCARD EXTENT OF EXISTING WALL AND ALL MATERIALS. PATCH & PREP.ADJACENT WALL(S) FOR NEW FINISH. OWNER-DESIGNATED LOCATION TO PREVENT DAMAGE. 3 REMOVE AND DISCARD EXISTING A.C.T. CEILING GRID, CEILING PANELS AND LIGHTING. 3) GENERAL CONTRACTOR SHALL REMOVE ANY EXISTING FLOORING AS REQUIRED AND DISPOSE OF PROPERLY. REMOVE BOND 4 REMOVE AND DISCARD TEMPORARY FRAMING AND GYPSUM WALL BOARDS. BREAKERS: WAX, GREASE/OILS, OLD ADHESIVE, AND OTHER RESIDUES/DEBRIS. REMOVE ALL MISCELLANEOUS OBSTRUCTIONS. 5 REMOVE AND DISCARD EXISTING METAL SINK CABINET. 4) GENERAL CONTRACTOR SHALL DISPOSE OF ITEMS AS SPECIFIED FOR SALVAGE BY THE OWNER THAT OWNER-IN-FACT DECIDES 6 REMOVE EXTENT OF EXISTING WALLPAPER, FRP AND TRIM. PATCH & PREP. WALLS FOR NEW FINISH. NOT TO RETAIN. 7 REMOVE EXTENT OF EXISTING PLYWOOD. PATCH & PREP. WALLS FOR NEW FINISH. — — 5) GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR EXTENT OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL DEMOLITION 8 EXISTING INTERIOR STOREFRONT SYSTEM TO BE MODIFIED TO RECEIVE NEW 36"Wx84"H CLEAR OPENING. WORK AND ALL WORK REQUIRED TO MAINTAIN THE BUILDING'S OPERATION. 9 EXISTING FLOOR TILE TO BE SCRUBBED, CLEANED AND SANITIZED. REPAIR ANY BROKEN TILES/GROUT TO 6) GENERAL CONTRACTOR SHALL PREPARE EXISTING SURFACES FOR NEW FINISHES AT LOCATIONS OF ALL DEMOLITION, FINISH BE REPAIRED AND RE-INSTALLED IN-KIND. (MATCH EXISTING) STO RAG E REMOVAL, AND PRODUCT REMOVAL, 10 CONTRACTOR TO LIMIT REMOVAL OF EXISTING FLOOR TILES AS MUCH AS POSSIBLE AND REQ'D TO INSTALL NEW MOP SINK CABINET, DRAIN AND PLUMBING LINES. CLOSET 7) GENERAL CONTRACTOR TO FIELD VERIFY ALL QUANTITIES AND MEASUREMENTS PRIOR TO BIDDING. 11 CONTRACTOR TO LIMIT REMOVAL OF EXISTING FLOOR TILES AS MUCH AS POSSIBLE AND REQ'D TO 8) THE OWNER OF THE PROPERTY SHALL PROVIDE ALL DOCUMENTATION AND ASSURANCE THAT THE SUBJECT PROPERTY IS FREE INSTALL NEW MOP SINK CABINET, DRAIN AND PLUMBING LINES. 4 AND CLEAR OF ANY ASBESTOS AND POLYCHLORINATED BIPHENYLS (PCBs). 12 CONTRACTOR TO REMOVE PORTION OF EXISTING MENU SOFFIT AND ADJUST AS REQUIRED FOR Sq VENTLESS HOOD EXHAUST, HORIZONTAL DISCHARGE AND FILTER REMOVAL. (MIN. 8'-5" A.F.F.) ` ISSUED FOR CONSTRUCTION 12/30/20 NO. REVISION/ISSUE DATE COOLER SEALS: �19 OF�. `r9 Kcr �� 6T1x Pe � � .•1730 C.a N-AC I on, =. 12eCtiMt y Ado GrS7tiF'�,�E� COMMON Ott1jL AREA 101 2,790 SF ARCHITECT: ThompsonIEdwards LLC EXISTING 9'-95/8" HIGH MOVABLE LINE DIVIDER • Architects - INTERIOR STOREFRONT NEWHAV5WILLOWSCONNECT STREET 06511 TEL.:(203)773-1950 FAX:(203)777-8687 DESIGN CONSULTANT.• 6 EXIST. GYP. BD. CLG. CUSTOMER QUEUING AREA Ramiz K Design, g 9-9 5/8 102 Consulting & Design, LLC 7 \ 174 SF 19046 BRUCE B DOWNS BLVD-SUITE#167 TAMPA,FL 33647 \ EXIST. GYP. BD. CLG. .:(860)880-1786 g 6 ❑2 FBRANFORD, �\ P 16'-11 " 4'-1 " .� NWEALTH OF MASSACHUSETTS — — \ �\ BAL MONTELLO GROUP CORP. RTHEAST INDUSTRIAL ROAD \ CT 06405 \ S X (781) 894-8800 7 OFFICE \� VESTIBULE #2 SALES COUNTER I 120v 240v v 124v / 106 \1 105 103 CONDUIT I \ F W 40 SF I 84 SF 8� EXISTING 11 '-4" 1 I� HWH \ � i I II I ABOVE i EXIST. GYP. BD. CLG. HIGH WALLS I APPLICANT: EXIST. GYP. BD. CLG. f 2 I I �' I I �� _ �' 9 9 ❑ I I 3 / I I GLOBAL MONTELLO GROUP CORP. 7120v I I 5 800 SOUTH STREET- SUITE 500 4'-3" 12 (A VE) I I / WALTHAM, MA 02453 c.0. — EXISTING MENU I I / \ / (781) 894-8800 SOFFIT 7'=8—A.F.F. — / x 9 EXIST. EXTERIOR SIGN TIMER SWITCH PROJECT: 6'-8 " 6'-9 " `� PREP. AREA / 0 3 104 F D \�P�� '�JJ ° VESTIBULE #1 D'A N G E LO ' � \ 100 ' H EXIST. 2x4 ACT 102 SF GREASE TRAP \ \ Oi'y�P 1' 233 SF GRILLED SANDWICHES 6 BELOW 120 6 EXIST. PUMP/DRAIN BELOW INTERIOR FIT OUT 2145 IYANNOUGH ROAD 120v 120v -- — — -- — -- — 6 WEST BARNSTABLE, MA 02668 IN EXIT DRAWING TITLE: PLUMBING CHASE WALL WIRE SHELVING ABOVE DEMOLITION PLAN LEGEND: E COMBINATION EXIT SIGN 8c EMERGENCY LIGHT EMERGENCY LIGHT ONLY RKCD TIE DRA WING NO. PROJECT#: PROJECT#: 20-04 20-03 DEMOLITION PLAN FE FIRE EXTINGUISHER CABINET EXISTING WALL (TO REMAIN) ISSUE DATE: 1 � _ ' ' — 12/30/2020 A- 1 SCALE•1/2 1-0 FIRE ALARM HORN & STROBE C ELEMENTS TO BE DEMOLISHED 00 SCALE: FIRE ALARM PULL STATION NEW WALL TO BE CONSTRUCTED/INFILLED j AS NOTED r NOTES: 1 ) OWNER SHALL BE RESPONSIBLE FOR HIRING ALL CONTRACTORS AND KEYNOTES = CONSTRUCTION O DRAWN: RK CHECKED: KDT SUB—CONTRACTORS WHO ARE LICENSED IN THE STATE OF MASSACHUSETTS AND NOTES: ENSURING ALL WORK PERFORMED COMPLY WITH THE TOWN OF BARNSTABLE, MA 1 EXISTING FLOOR TILE TO BE SCRUBBED, CLEANED AND SANITIZED. REPAIR ANY BROKEN TILES/GROUT TO GUIDELINES. BE REPAIRED AND RE-INSTALLED IN-KIND. (MATCH EXISTING) 2) ALL WORK SHALL PROCEED ONLY AFTER ATTAINING APPROPRIATE PERMITS PER 2 ALL NEW CEILING PANELS TO MEET CLASS "B" FINISH - OWNER/CONTRACTOR TO SUBMIT SPECIFICATION SPECIFIC TRADE. SHEETS VERIFYING CLASS "B" FINISH. REFER TO DRAWING A-103 FOR ADDITIONAL INFO. 3) CONTRACTOR TO VERIFY ANY STRUCTURAL WORK PRIOR TO PERFORMING 3 CONTRACTOR TO PROVIDE NEW ELECTRICAL TO TRANSACTION COUNTER. CONSTRUCTION. (REVIEW CIRCUIT LAYOUT WITH PROJECT MANAGER) 4) CONTRACTOR OR ANY PERSON(S) PERFORMING WORK SHALL VERIFY ALL 4 CONTRACTOR TO SUPPLY AND INSTALL NEW P.O.S. EQUIPMENT. DIMENSIONS AND EXISTING CONDITIONS IN FIELD PRIOR TO BEGINNING WORK. 5 PROVIDE ELECTRICAL FOR NEW EQUIPMENT REQUIREMENTS. 5) CONTRACTOR SHALL "CALL BEFORE YOU DIG" AT #81 1 OR 6 CONSTRUCT NEW GLULAM BEAM w/ PAINTED GYP. BD FINISH AT Y-10" ABOVE FINISHED FLOOR. (888) 344-7233 AND ENSURE SAFETY FOR THIS SITE AND (REFER TO DETAIL 1/A-201). SURROUNDING AREAS. STO RAG E 7 APPLY 3M PRIVACY BLACKOUT WINDOW FILM ON INTERIOR OF STOREFRONT & DOOR GLAZING (TYP.) 8 INSTALL NEW WIRE WALL SHELVING ABOVE COOLERS/FREEZER (DRY-GOODS) CLOSET NOTE: REFER TO DRAWING A— 10 4 F 0 R 9 PROVIDE PAINTED FINISH AND CONVERT TO STORAGE / PREP. ROOM. EQUIPMENT PLAN AND SCHEDULE. 10 EXISTING STOREFRONT TO BE MODIFIED AND RE-FRAMED TO ALLOW NEW MIN. 36"x84" PASS THROUGH OPENING. 4 T MEN SOFFIT AS REQUIRED FOR VENTLESS HOOD EXHAUST HORIZONTAL 11 CONTRACTOR TO ADJUST EXISTING U 0 Q , SDISCHARGE AND FILTER REMOVAL. (MIN. 8'-5" A.F.F.) qo JOINT SEALANTS: ROUGH CARPENTRY: ALL WOOD FOR ROUGH CARPENTRY USES (FRAMING, A. GENERAL USE: "60+UNICRYLIC", PECORA CORP. OR "MONO", TREMCO, INC. BLOCKING, BACKING PANELS, ETC.) SHALL COMPLY WITH THE APPLICABLE B. MOVING JOINTS: DOW CORNING 790 OR 795 SILICONE BUILDING SEALANT. REQUIREMENTS OF DOC PS20 AND APPLICABLE RULES OF LUMBER GRADING C. SEALING AT PLUMBING FIXTURES: ONE-PART MILDEW RESISTANT SILICONE AGENCIES CERTIFIED BY THE AMERICAN LUMBER STANDARDS COMMITTEE BOARD SEALANT. OF REVIEW. D. ACOUSTIC SEALANT: "BA-98", PECORA CORP. OR "TREMCO ACOUSTICAL PROVIDE DRESSED LUMBER, S4S, UNLESS OTHERWISE INDICATED. SEALANT", TREMCO, INC. USE TO SEAL DRY-WALL JOINTS IN ALL INTERIOR PARTITIONS. DIMENSION LUMBER: NO. 2 GRADE OR BETTER, ANY SPECIES. GYPSUM BOARD ASSEMBLIES: PROVIDE 2x WOOD FRAMING. PROVIDE 2x4 WOOD PLYWOOD: DOC PS 1 STUDS FOR ALL INTERIOR FRAMING, EXCEPT AS OTHERWISE NOTED. PROVIDE 5/8" THICK TYPE-X GYPSUM BOARD THROUGHOUT. INSTALL SUPPLEMENTARY FRAMING PLYWOOD BACKING PANELS: FIRE-RETARDANT TREATED PLYWOOD (AWPA AND BLOCKING TO SUPPORT FIXTURES, EQUIPMENT, SHELVING, ETC. EXTEND C27), GRADE C-D PLUGGED, EXPOSURE 1 , IN THICKNESS INDICATED, BUT FRAMING FULL HEIGHT TO STRUCTURE ABOVE AND FASTEN TO STRUCTURE. FRAME NOT LESS THAN 15/32 INCH THICK. DOOR OPENINGS TO COMPLY WITH DOOR/FRAME SCHEDULE. FRAME BELOW SILLS FINISH CARPENTRY: EXPOSED FINISH CARPENTRY FOR OPAQUE FINISH SHALL BE OF OPENINGS TO MATCH FRAMING AT HEAD. SEAL CONSTRUCTION AT PERIMETERS ANY CLOSED GRAIN HARDWOOD, EASTERN WHITE PINE, SUGAR PINE, WESTERN WITH A CONTINUOUS BEAD OF ACOUSTICAL SEALANT. FASTEN WITH SCREWS. WHITE PINE. COMPLY WITH ARCHITECTURAL WOODWORK INSTITUTE (AWI) SECTION 300, 700 & 900; CUSTOM GRADE. INSTALL WITH MINIMUM NUMBER OF JOINTS - ISSUED FOR CONSTRUCTION 12/30/20 POSSIBLE USING FULL-LENGTH PIECES TO THE GREATEST EXTENT POSSIBLE. BACK PRIME ALL CONCEALED SURFACES WITH AT LEAST ONE COAT OF SEALER. NO. REVISION/ISSUE DATE COOLER SEALS: L19 OF 'r9 xer &Th ps 4711 G� Ii •!lnvcn, A nnecticut } 90 GlST �� E� ss/ONAL ARCHITECT: COMMON AREA 101 2,790 SF ThompsonIEdwards LLC EXISTING 9'-95/8" HIGH MOVABLE LINE DIVIDER • Architects 85 WILLOW STREET INTERIOR STOREFRONT NEW HAVEN,CONNECTICUT 06511 TEL.:(203)773-1950 FAX:(203)777-8687 O41 DESIGN CONSULTANT: 24"X36" 2'-7" ( (WORK-DES�I O 1 I I NEW GLULAM BEAM CUSTOMER A-201 773 w/ PAINTED GYP. QUEUING AREA Ramiz khoc a A-302 BD. FINISH AT 102 C-c�nst�lting & Design, Llc 19046 BRUCE B DOWNS BLVD-SUITE#167 TAMPA, FL 33647 ±9'—10' A.F.F. 174 SF TEL.:(860)880-1786 EXIST. GYP. BD. CLG. 9 `�'- ls -o• / 7 PROPOSED WALL OWNER: STOREFRONT WITH "' 1 THICK CLEAR TEMPERED A-302 I I = O GLASS (COLOR: A-301 EXISTING 11'-4" HIGH WALLS COMMONWEALTH OF MASSACHUSETTS U t15'-0' 2 BLACK-MATCH PNT-2) 4'-1 " c/o GLOBAL MONTELLO GROUP CORP. 1'-6' � — — — — — — — A-302 �� 15 NORTHEAST INDUSTRIAL ROAD - - - - - - - - - - - - - - — - - - - - - - - - - I— BRANFORD, CT 06405 - - - - — - - - - - - - - - - - - - - - - - - - - - - -1 � -�-- -------- ----ri --ii--ii C - -II— — — — I `, . W (781) 894-8800 INFILL EXISTING — — — — — — TE S ult IN U WALL OPENING � - - - - - HAND-OFF OON COUNTERCOUNTER HWH\'ABOVE i / STORAGE / PREP. z o SHELVING BELOW COUNTER O I I 5 O �� APPLICANT: 105 4 � � I I O \>1 o � (DRY GOODS) a 129 SF A-201 = o 9 X CD SALES / 0 3 1 103 2 O GLOBAL MONTELLO GROUP CORP. Z 0 1 800 SOUTH STREET - SUITE 500 10 � X A-201 A-301 89 SF A-201 120v I I 1 i6, WALTHAM, MA 02453 11 -3 z w h \ (ABOVE) `;' EXISTING MENU l ( ,� ,o (781) 894-8800 SOFFIT 7=8" A' O PREP. AREA �F,G<� 5' o 0 104 < �� PROJECT: 2 -0 7 0 0 102 SF � � �o EXIST. EXTERIOR SIGN TIMER SWITCH 6'-9j" VESTIBULE #1 D'ANGELO 100 6'-8j., O GREBAEEOTRAP o° �P�P�G 1 233 SF GRILLED SANDWICHES /120 INSTALL NEW DUPLEX WALL MOUNTED OUTLET (120v) INTERIOR FIT OUT EXIST. PUMP/DRAIN BELOW 2145 IYANNOUGH ROAD 12 o 0V _ _ _ _ _ PROPOSED NEW MILLWORK & PREP TOP WEST BARNSTABLE, MA 02668 0 o OMP SIN (MAX. HEIGHT =34" TO TOP OF COUNTERTOP) F_EX_IT DRAWING TITLE: EXIST. PLUMBING CHASE WALL EXIST. WIRE SHELVING ABOVE CONSTRUCTION Ir 12'-9j" PLAN LEGEND : ExiT COMBINATION EXIT SIGN & EMERGENCY LIGHT EMERGENCY LIGHT ONLY RKCD TIE DRAWING NO. PROJECT#: PROJECT#: FEC 20-04 20-03 CONSTRUCTION PLAN FIRE EXTINGUISHER CABINET EXISTING WALL (TO REMAIN) ISSUE DATE: 1 ALE;, 2, -,,-0, FIRE A- 1 01 1 FIRE ALARM HORN & STROBE _ ELEMENTS TO BE DEMOLISHED SCALE: FIRE ALARM PULL STATION NEW WALL TO BE CONSTRUCTED/INFILLED AS NOTED L r DRAWN: RK CHECKED: KDT NOTES: GENERAL FLOORING NOTES A. INSTALLATION: INSTALL PER FLOORING PLAN a. PATCH, LEVEL, AND/OR SKIM ALL DAMAGED, LOOSE OR UNEVEN AREAS. b. PREP FLOOR ACCORDING TO MANUFACTURER'S INSTRUCTIONS. c. ALL TRANSITION STRIPS TO BE LOCATED IN THE MIDDLE OF DOOR/OPENING UNLESS NOTED OTHERWISE. d. ALL TRANSITION STRIPS TO BE CTC BRONZE UNLESS NOTED OTHERWISE. B. ALL FLOORING ANGLES TO BE 90' AND/OR 45- ANGLES UNLESS NOTED OTHERWISE. C. TILE TO BE INSTALLED ACCORDING TO THE LATEST TCNA HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION. ALL TILE OVER 12 INCHES WIDE CUSTOMER TO BE SET IN A MEDIUM BED MORTAR. D. ALL FLOORING QUANTITIES TO BE MEASURED AND VERIFIED BY THE G.C. AND/OR QUEUING AREA THE FLOORING CONTRACTOR PRIOR TO INSTALLATION. STORAGE / PREP. PLAM-1 102 EXISTING FLOOR 105 174 SF TILE FINISH (TO REMAIN AS IS ) 129 SF PNT-4 BRK-1 Wp_1 BRK-1 QUARTZ COUNTERTOP CORIAN—COARSE CARRARA (CNTR 1 ) — — — — — — — — — — — — _ _ _ _ - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I XW ISSUED FOR CONSTRUCTION 12/30/20 NEW GLULAM BEAM w COUNTER _T PAINTED GYP. BD. FINISH ( NO. REVISION/ISSUE DATE COLOR: BLACK (PNT-2) FT- 1 PLAM-1 FT- 1 I I SALES SEALS: WT-1 103 PNT-4 EXISTING FLOOR I I TILE FINISH TO ,�>aoFM PNT-4 PNT-4 I I ( K�r s9 89 SF I I REMAIN AS— IS) �> MTh ps G .4710 U K •liupen, EXISTING MENU I nttecticut h ' — SOFFIT 7'-8" A.F.F_ — — — � �o - - — — — — -- — — /�NALPR PREP. AREA 104 VESTIBULE #1 O ARCHITECT: SS-1 102 SF F.D. 100 FT- 1 EXIST. PUMP/DRAIN 233 SF Thompson I Edwards LLC Architects - SS-1 FRP-1 85 WILLOW STREET NEW HAVEN,CONNECTICUT 06511 EXIT TEL.:(203)773-1950 FAX:(203)777-8687 DESIGN CONSULTANT: 5'-0" Ramiz Khoda ConsUIting & Design, LLC 19046 BRUCE B DOWNS BLVD-SUITE#167 TAMPA,FL 33647 1 FINISH PLAN TEL.:(860)880-1786. .r-o. SCALE 1I2 OWNER: COMMONWEALTH OF MASSACHUSETTS c/o GLOBAL MONTELLO GROUP CORP. 15 NORTHEAST INDUSTRIAL ROAD BRANFORD, CT 06405 (781) 894-8800 APPLICANT. FRP- 1 4'x8' FIBERGLASS BRK- 1 WHITE WASHED/ PNT- 1 SHERWIN WILLIAMS FT- 1 EXISTING FLOOR TILE TO BE SCRUBBED, REINFORCED PLASTIC PAINTED THIN BRICK SW 7006 CLEANED AND SANITIZED. REPAIR ANY WALL PANELS VENEER EXTRA WHITE BROKEN TILES/GROUT TO BE REPAIRED AND GLOBAL SOUTH O - SUITEROUP ORP. 800 SOUTH STREET - SUITE 500 MARLITE MORIN BRICK RE— INSTALLED IN— KIND. (MATCH EXISTING) WALTHAM, MA02453 PNT— 2 B E N J A M I N M O O R E (781) 894-8800 S 490N SMOOTH GEN SHALE THINK 2124- 10 LIGHT GRAY BRICK FLATS BLACK ENGLISH PUB WT- 1 PORCELANOSA PAINTED WHITE: PNT- 3 BENJAMIN MOORE 8"x48" WOOD LOOK TILE PLANKS PROJECT: MATCH COLOR: PNT- 1 PM- 8 CHARCOAL SLATE DELAWARE NATURAL D'ANGELO DARK GREY GRILLED SANDWICHES PNT- 4 SHERWIN WILLIAMS INTERIOR FIT OUT SS- 1 4'x8' 20 GA. STAINLESS SW 7661 REFLECTION WB- 1 WOOD WALL BASE 2145 IYANNOUGH ROAD STEEL WALL PANELS PLAM - 1 WILSON ART—WOOD LOOK LIGHT GREY WEST BARNSTABLE, MA02668 WATERLOO PANELING PLAM PAINTED DARK GREY (MATCH : PNT-3) MISSION MAPLE 7990- 38 WD- 1 PAINT GRADE WOOD TRIM , PANEL AND DRAWING TITLE: S. S. (SILVER) (FINE VELVET TEXTURE) ACCENT 5/4X4 PAINTED DARK GREY (MATCH: PNT-3) FINISH PLAN AND INTERIOR FINISH LEGEND : INFORMATION EXIT COMBINATION EXIT SIGN & EMERGENCY LIGHT EMERGENCY LIGHT ONLY RKCD TIE DRAWING NO. PROJECT#: PROJECT#: FEC FIRE EXTINGUISHER CABINET 20-04 20-03 EXISTING WALL (TO REMAIN) ISSUE DATE: FIRE ALARM HORN & STROBE C — ELEMENTS TO BE DEMOLISHED 12/30/2020 A- 1 0 2 SCALE: FIRE ALARM PULL STATION NEW WALL TO BE CONSTRUCTED/INFILLED AS NOTED L -1 I r GENERAL REFLECTED CEILING NOTES GENE RAL NOTES FOR SEISMIC RESTRAINT OF SUSPENDED ACOUSTICAL CEILING SYSTEMS DRAWN: RK CHECKED: KDT A. ALL GYPSUM BOARD CEILINGS TO BE 5/8" THICK OR AS REQUIRED BY LOCAL CODE. HEIGHTS NOTED INDICATE THE SUSPENDED CEILINGS SHALL HAVE SUSPENSION SYSTEMS PROVIDED ALL CEILING PENETRATIONS (COLUMNS, SPRINKLERS, ETC.) AND NOTES: BOTTOM OF THE FINISHED CEILING. MEASURE FROM LOWEST POINT OF EXISTING FLOORING. AS INDICATED AND IN ACCORDANCE WITH CURRENT STATE CODES AND INDEPENDENTLY SUPPORTED FIXTURES OR SERVICES SHALL BE i STANDARDS AS APPLICABLE. CONSIDERED AS PERIMETER CLOSURES THAT SHALL ALSO ALLOW THE 12 GA. HANGER IJIRE B. ANY EXISTING SURFACES SHOULD BE CLEANED AND ANY EXISTING PAINT REMOVED AND/OR SANDED SMOOTH PRIOR REFERENCED / SUSPENSION SYSTEM COMPONENTS FOR ACOUSTICAL CEILINGS NOTED CLEARANCES BY USING SUITABLE ESCUTCHEONS OR CLOSURE PERIMETER SUPOORTS TO RECEIVING NEW PAINT. DETAILS. (DIRECT-HUNG ACOUSTICAL TILE AND TWO ALTERNATI�,ES1 C. ALL UNFINISHED EXPOSED CEILINGS MUST NOT HAVE ANY EXPOSED INSULATION. INSULATION MUST BE WRAPPEDASTM 12 GA. HANGER \ ��RE AND READY TO RECEIVE PAINT. SHALL BE A MINIMUM CLASSIFICATION. INSTALLATION C 635 INTERMEDIATE DUTY CLOSURE LEDGES, THE CROSS RUNNER AND MAIN RUNNER LAY-IN-PANEL CEILINGS) ION SHALL BE IN ACCORDANCE WITH ASTM AT WALL ANCHORED TO ,i D. COORDINATE ALL REFLECTED CEILING PLANS WITH MECHANICAL AND ELECTRICAL DRAWINGS. ITEMS SHOWN ON THE C 636 AND APPLICABLE CISCA STANDARDS SPECIFIED AND INDICATED ENDS SHALL BE PREVENTED FROM SPREADING APART FROM EACH OTHER. PERIMETER WALL.' MECHANICAL AND ELECTRICAL DRAWINGS MAY NOT BE INDICATED ON THE REFLECTED CEILING PLANS. LOCATE ALL BELOW, EXCEPT AS MODIFIED BY THE CONTRACT DOCUMENTS. PERMANENT ATTACHMENT (I.E., POP RIVETS) FOR GRID ALfGHNMENT i� ATTACHMENT TO 4ID CEILING MOUNTED ITEMS IN ACCORDANCE WITH THE ARCHITECTURAL DRAWINGS. REFER TO ANY CONSULTANT DRAWINGS PURPOSES SHALL BOT BE PERMITTED. MAY BE WITHIN 8 ',dN, FOR SPECIFIC PRODUCT INFORMATION. MINIMUM DESIGN LOADS: FROM THE WALL, ��T FOR ESSENTIAL FACILITIES, IN ADDITION TO THE REQUIREMENTS IN ITEM 5, THE WALL i' E. ANY ACCESS HATCHES NOT SHOWN ON CEILING PLAN BUT REQUIRED BY PLUMBING, MECHANICAL, OR ELECTRICAL 1. LATERAL FORCES: A MINIMUM 7/8" WALL ANGLE, AND PERIMETER SUPPORT OF EACH CROSS RUNNER AND MAIN RUNNER SHALL BE REQUIRED. IN ADDITION, A YZ" �i ATTACHMENT WIRE �i SYSTEMS SHALL BE REVIEWED WITH THE ARCHITECT FOR LOCATION. MUST NOT EXCEED AND CONSTRUCTED ' F. ALL EXISTING CEILING HEIGHTS SHOWN ARE APPROXIMATE. ALL NEW CEILINGS THAT ADJOIN EXISTING CEILINGS MUST SUCH CEILINGS SYSTEMS AND THEIR CONNECTIONS TO THE GRID END CLEARANCE FROM A WALL SHALL BE MAINTAIN SLOPE C10 ), '�� BE INSTALLED AT THE SAME HEIGHT UNLESS NOTED OTHERWISE. BUILDING STRUCTURE SHALL BE DESIGNED TO RESIST THE LATERAL FORCE REQUIRED BY THE BUILDING 0° Mox 16 G. INSTALL SUSPENDED CEILINGS TO COMPLY WITH ASTM E 580 AND CISCA'S "GUIDELINES FOR SEISMIC RESTRAINT OF CODE AS INDICATED BELOW. 6� ihim �` �� DIRECT-HUNG CEILING ASSEMBLIES - SEISMIC ZONE 2A." 3. INSTALLATION CONNECTION OF LIGHTING FIXTURES TO THE CEILING SYSTEM 9FUU5 NV ffTERT:Cn0*OF5FW1 NTH 1 1�� ACE ❑F WALL �o±10° MAX SHALI BE DESIGNED FOR A LATERAL FORCE OF 100 PERCENT a. VERTICAL HANGERS: mc#11A iC'AL K1NEi5, CON 500ft �i� � 12 GA. HANGER WIRE OF THE WEIGHT OF THE FIXTURE. SUSPENSION WIRES SHALL NOT BE SMALLER THAN N0. 12 GAUGE WA6 POP R5C�lPR� '' '1 SPACED AT 4 FEET ON CENTER OR NO, 10 GAUGE SPACED AT 5'-0" G STRUCTURE ABOVE Qt p1��Z �i --'�� ANCH❑RED T❑ ACE OF WALL 2. SUBSTANTIATION: �� i O.C. ALONG EACH MAIN RUNNER UNLESS CALCULATIONS JUSTIFYING AFPWYW UE'51f�1�C4NGCTM FOR 2X VE511 1 �� AND HUNG EACH CEILING SYSTEM MANUFACTURER SHALL FURNISH THE INCREASED SPACING ARE PROVIDED. LO,�DORILTMATEA4 L VERTICALLY C±10 TOCAON �� SPACER BAR T❑ �� o) A SPACER BAR TO KEEP LATERAL LOADING SYSTEMS, INDICATING THE FOLLOWING: EACH VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING � i� ORG 60PON)`'). �ii KEEP PERIMETER �� PERIMETER i �� MAX ❑F 8 IN. FROM a. MAXIMUM BRACING PATTERN AND MINIMUM WIRE SIZES. SUSPENSION MEMBER AND TO THE SUPPORT ABOVE WITH A MINIMUM COMPONENTS FROM i� THE PERIMETER COMPONENTS FROM ' SPREADING APART. � #8 X 1"SHEET SPREADING APART, b. TENSION AND COMPRESSION FORCE CAPABILITIES OF MAIN RUNNER OF THREE TURNS. ANY CONNECTION DEVICE AT THE SUPPORTING SPLICES, CROSS RUNNER CONNECTIONS, AND EXPANSION DEVICES. CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 #8 X 1' SHEET METAL SCREWS c. ALL TESTS SHALL BE CONDUCTED BY AN APPROVED TESTING LBS. 5594C I�N6 PAN 3/" MIN. METAL SCREWS MAIN OR CROSS INTO METAL STUD INTO METAL STUDS RUNNER @ 1'-4" D.C. MAX, AGENCY. SUSPENSION WIRES SHALL NOT HANG MORE THAN 1 IN 6 1'-4" U,C,MAX, %" MIN. MAIN OR CROSS OUT-OF-PLUMB UNLESS COUNTERSLOPING WIRES ARE PROVIDED. RUNNER BASIC PROVISIONS FOR SEISMIC ZONE 2A (CONNECTICUT): EACH INDIVIDUAL LIGHT FIXTURE SHALL BE POSITIVELY ATTACHED TO WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING THE CEILING GRID IN ACCORDANCE WITH APPLICABLE REQUIREMENTS MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL WALL ANGLE OF THE NATIONAL ELECTRICAL CODE. IN ADDITION, EACH INDIVIDUAL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. . ^ FIXTURE AND ATTACHMENTS WITH A COMBINED WEIGHT OF 56 LBS. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK-TO-BACK 1Ya" OR LESS SHALL HAVE TWO NO. 12 GAUGE WIRE HANGERS ATTACHED COLD-ROLLED CHANNELS FOR SPANS EXCEEDING 48". C,R, %T� AT DIAGONAL CORNERS OF THE FIXTURE. THESE WIRES SHALL BE Y-u SLACK. ANY FIXTURE AND ATTACHMENT WITH A COMBINED WEIGHT a CONNECTIONS OF WIRE HANGERS TO STRUCTURE SHALL BE IN MIN THEASTRUCTURE56 LBS. SHALL BE INDEPENDENTLY SUPPORTED FROM ACCORDANCE WITH THE REQUIREMENTS OF THE REFERENCED CISCA WALL ANGLE ACOUSTICAL PANEL STANDARDS. 8" MIN. ACOUSTICAL PANEL THE MAIN RUNNER/CROSS RUNNER INTERSECTIONS AND ALL GRID b. PERIMETER HANGERS: 8" MAX. SPLICES SHALL HAVE AN AVERAGE ULTIMATE TEST STRENGTH OF 60 THE TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER LBS. OR MORE IN BOTH TENSION AND COMPRESSION. THE TENSILE HALL BE SUPPORTED INDEPENDENTLY A MAXIMUM OF 8" FROM EACH FILING CONNECTION PERIMETER CLOSURE ANGLE DETAIL PERIMETER CLOSURE ANGLE DETAIL TEST SHALL ALLOW FORA 5-DEGREE OFFSET OF THE CONNECTION IN WALL OR CEILING DISCONTINUITY WITH NO. 12 GAUGE WIRE OR SEISMIC C ANY DIRECTION. APPROVED WALL SUPPORT. THESE WIRES SHALL NOT HANG MORE 3 SCALE-6, 1,-0, ZOO SCALE:B' -T-V SEISWNC ZQ* 2A THE ACTUAL AVERAGE WEIGHT OF THE CEILING SYSTEM, INCLUDING THAN 1 IN 6 OUT-OF-PLUMB AND MUST BE CONNECTED TO AN 2 SCAL.E:N.T.S. SEkS C ZONE 2A GRID PANEL OR TILE, LIGHT FIXTURES, AND AIR TERMINALS SHALL BE ADJACENT WALL OR TO THE STRUCTURE ABOVE. (FOR CLOSURE ANGLE WITH LESS THAN 7/r WORT LEDGE) 2.5 PSF OR LESS. ALL OTHER SERVICES SHALL BE SUPPORTED INDEPENDENTLY FROM THE CEILING SYSTEM. FOR CEILINGS THAT c. LATERAL FORCE BRACING: HAVE AN AVERAGE WEIGHT GREATER THAN 2.5 PSF, THE CELING WHERE SUBSTANTIATING DESIGN CALCULATIONS ARE NOT PROVIDED, �I G H TI N G FIXTURE SCHEDULE SHALL BE INSTALLED AS SPECIFIED IN ZONE 3-4 PROVISIONS, HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR N0. 12 TAKING INTO ACCOUNT THE DESIGN LATERAL FORCE FACTOR GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2" OF THE APPROPRIATE FOR ZONE 2A. CROSS RUNNER INTERSECTION AND SPLAYED 90` FROM EACH OTHER _ ISSUED FOR CONSTRUCTION 12/30/20 SYMBOL NO. QTY MANUFACTURER PRODUCT MAKE / MODEL OTHER DEVIATIONS OR VARIATIONS MAY BE ACCEPTABLE IF AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE L1 5 SPLENDOR 2'x4' RECESSED L.E.D. LIGHT RECESSED 36w LED LIGHT FIXTURE SUBSTANTIATED BY VERIFIABLE ENGINEERING DATA. CEILING. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE NO. REVISION/ISSUE DATE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS O THE CEILING SYSTEM SHALL NOT BE USED TO PROVIDE LATERAL SUPPORTING THE ROOF OR FLOOR ABOVE, AS SHOWN IN DETAIL 1 C. SUPPORT FOR WALLS OR PARTITIONS. WALLS OR PARTITIONS MAY BE ATTACHED TO THE CEILING GRID PROVIDED THEY ALLOW THE CEILING THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT SEALS: L2 1 FOCAL POINT SEEM 6 ALUM. 6%48" RECESSED L.E.D. MEMBRANE TO MOVE LATERALLY TO ACCOMMODATE THE REQUIRED INDUCED BY THE BRACING WIRES. THESE HORIZONTAL RESTRAINT LIGHTS SLOT LIGHT CLEARANCE AS SPECIFIED BELOW. POINTS SHALL BE PLACED 12'-0 O.C. IN BOTH DIRECTIONS WITH THE ALL PERIMETER CLOSURE ANGLES OR CHANNELS SHALL PROVIDE A FIRST POINT WITHIN 6'-0" FROM EACH WALL. ATTACHMENT OF THE ��N OF MATTE BLACK �j L3 3 CANARM WREN 1 RETRO INDUSTRIAL CAGE SUPPORT LEDGE OF APPROXIMATELY 7/8" OR GREATER. A TERMINAL END RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR J'q THE LOAD IMPOSED. PENDANT OF A GRID MEMBER (OR TILE) SHALL REST ON THE LEDGE OR MOLDING �Th.4710 N L4 2 LIGHTING 290 SERIES PAR38 TRACK LIGHT WITH AT LEAST 3/8" CLEARANCE FROM AN EDGE OR WALL AS SHOWN IN LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF v x Haven, nnHave , H DETAIL 2. 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT o�GIST�g<v` SERVICES INC. FOR PERIMETER CLOSURE ANGLES THAT PROVIDE A SUPPORT LEDGE OF PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. sALPR�,t�� LESS THAN NOTED ABOVE, THE THERMINAL ENDS OF EACH CROSS BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE DM 228 AR 120 CQ RUNNER OR MAIN RUNNER SHALL BE INDEPENDENTLY SUPPORTED WITHIN STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN L5 2 LITHONIA 1'x4' FIBERGLASS, LOAD OF NOT LESS THAN 200 LBS. OR THE ACTUAL DESIGN LOAD, ENCLOSED/GASKETED (L.E.D. LIGHT) 8 FROM EACH WALL OR CEILING DISCONTINUITY AS SHOWN IN DETAIL 1. WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. INDUSTRIAL w/ COLD THIS SUPPORT MAY BE A NO. 12 GAUGE HANGER WIRE OR OTHER d. PERIMETER MEMBERS: ARCHITECT. WEATHER BALLAST SUPPORT THAT PREVENTS THE GRID FROM FALLING. THIS WIRE DOES NOT NEED TO BE VERTICAL BUT SHALL NOT HAVE A SLOPE GREATER UNLESS PERIMETER MEMBERS ARE A STRUCTURAL PART OF THE THAN 1 IN G OUT-OF-PLUMB. A 3/8" GRID END CLEARANCE FROM A APPROVED SYSTEM, WALL ANGLES OR CHANNELS SHALL BE WALL SHALL BE MAINTAINED. CONSIDERED AS AESTHETIC CLOSURES AND SHALL HAVE NO STRUCTURAL VALUE ASSESSED TO THEMSELVES OR THEIR METHODS Thompson Edwards LLC OF ATTACHMENT TO THE WALLS. ENDS OF MAIN RUNNERS AND p CROSS MEMBERS SHALL BE TIED TOGETHER TO PREVENT THEIR - Architects ■ SPREADING. ALL PERIMETER CLOSURE ANGLES OR CHANNELS SHALL PROVIDE A 85 WILLOW STREET 11 SUPPORT LEDGE OF APPROXIMATELY 7/8" OR GREATER. A TERMINAL NEW HAVEN, 50 FAX: (20 065-8 TEL.:(203)773-1950 FAX:(203)777-8687 END OF A GRID MEMBER (OR TILE) SHALL REST ON THE LEDGE OR MOLDING WITH AT LEAST Y2" CLEARANCE FROM AN EDGE OR WALL AS SHOWN IN DETAIL 2C. DESIGN CONSULTANT: 4. LIGHTING FIXTURES: ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100 PERCENT OF THE LIGHTING FIXTURE WEIGHT ACTING IN ANY DIRECTION. WHEN INTERMEDIATE-DUTY SYSTEMS ARE USED, NO. 12 GAUGE HANGER WIRES SHALL BE ATTACHED TO THE Ramiz Khoda GRID MEMBERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE. Consulting & Design, LLC EXISTING CEILING, TANDEM FIXTURES MAY UTILIZE COMMON WIRES. 19046 BRUCE B DOWNS BLVD-SUITE#167 33647 LIGHTING, ETC. (TO WHERE HEAVY-DUTY SYSTEMS ARE USED, SUPPLEMETAL HANGERS TAMPA,F8 TEL.:(860)880-170-1786 ARE NOT IF AALL NEW CEILING PANELS FOLLOWED.REQUIRED CROSS4RUNNOERS DULAR ARE USED WITHOUT IS HANGER PATTERN REMAIN AS— IS) CERTAINTEED 15/16" TO TO MEET CLASS "B" FINISH CROSS ERUNNERS ASHALL S PROVIDE PTHE SAME CARRYINGFIXTURES CLASSIC ALUMINUM CAPPED - CONTRACTOR TO SUBMIT THE MAIN RUNNER. OWNER: L5 STAB SUSPENDED GRID SPECIFICATION SHEETS TO ADDITION TOT THE SR QUIREMENTS OUTLINED ABOVE, TWO LNO.V12 IN SYSTEM w/ CERTAINTEED GAUGE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE COMMONWEALTH OF MASSACHUSETTS EXIST. GYP. BD. CLG. , , OWNER VERIFYING CLASS STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. c/o GLOBAL MONTELLO GROUP CORP. GYP. BD. CLG. 18'-QN 2 x2 LAY- IN TILES » �� 15 NORTHEAST INDUSTRIAL ROAD B FINISH . LIGHTING FIXTURES WEIGHING 56 LBS OR MORE SHALL BE BRANFORD, CT 06405 EXIST (CERTAINTEED HANGERS. ED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED (781) 894-8800 9'-9 5/8` NEW GLULAM BEAM W/ VINYLROCK TM 1142- CRF- 1 ) PAINTED GYP. PENDANT-HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE USING NO. 9 GAUGE WIRE OR AN 1 D'ANGELO A-301 FINISH AT � APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SIGN BD. A.F.F. SUSPENSION SYSTEM FOR DIRECT SUPPORT. APPLICANT f 9'-1 5. MECHANICAL SERVICES: �— CEILING MOUNTED AIR TERMINALS OR SERVICES WEIGHING LESS THAN lu L34M jQL3 X 20 LBS. SHALL BE POSITIVELY ATTACHED TO THE CEILING W SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS WITH THE SAME GLOBAL MONTELLO GROUP CORP. ji CARRYING CAPACITY AS THE MAIN RUNNERS. 800 SOUTH STREET- SUITE 500 1_5 L4 L3 L4 TERMINALS OR SERVICES WEIGHING 20 LBS. BUT NOT MORE THAN 56 WALTHAM, MA 02453 ADJUST EXIST. MENU SOFFIT LBS. SHALL HAVE, IN ADDITION TO THE ABOVE, TWO NO. 12 GAUGE (781) 894-8800 AS REQ'D FOR VENTLESS HOOD EXIST. GYP. BD. CLG. HANGERS CONNECTED FROM THE TERMINAL OR SERVICE TO THE 18/-�N CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. THESE EXIST. GYP. BD EXHAUST, HORIZ. DISCHARGE &. CLG. O WIRE MAY BE SLACK. FILTER REMOVAL (MIN. 8'-5" A.F.F.) EXIST. MENU SOFFIT TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE 9'-9 5/8' @ 7'—8" L1 A.F.F. EXISTING CEILING, SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED PROJECT: MENU BOARDS 4» 2'_0" LIGHTING, ETC. (TO HANGERS. 120v D'ANGELO 'C�? 85" A.F.F. REMAIN AS- IS) GRILLED SANDWICHES Pq L2 INTERIOR FIT OUT 2145 IYANNOUGH ROAD O EXTERIOR SIGN TIMER SWITCH WEST BARNSTABLE, MA 02668 WALL MOUNTED EMERGENCY LIGHTING UNIT L1 (2) HALOGEN LAMPS AND SEALED LEAD CALCIUM DRAWING TITLE: BATTERY. INTEGRAL TEST SWITCH, CHARGER LOW VOLTAGE DISCONNECT. 120 VOLTS. (TYP.) CL OPENIN TO NEW 2x2 A.C.T. & GRID EMERGENCY OPERATION = 90 MINUTES (TYP.) EAR PROP OS 7'-8 1/2" REFLECTED VENTLESS HOOD CEILING PLAN AND PROVIDE STAINLESS g" EXIT DETAILS LEGEND : STEEL SHEETING SURROUND (SS-1 ) TO FULLY ENCLOSURE E_X I T"I COMBINATION EXIT SIGN & EMERGENCY LIGHT CEILING ABOVE NEW VENTLESS HOOD EMERGENCY LIGHT ONLY RKCD TEE DRAWING NO. PROJECT#: PROJECT#: F�r. 20-04 20-03 f; FIRE EXTINGUISHER CABINET EXISTING WALL (TO REMAIN) ISSUE DATE: _ 12/30/2020 A- 1 03 REFLECTED CEILING PLAN � FIRE ALARM HORN 8c STROBE � _ � ELEMENTS TO BE DEMOLISHED SCALE: 1 AS NOTED SCALE:- FIRE ALARM PULL STATION NEW WALL TO BE CONSTRUCTED/INFILLED L NOTES: r - O N STRU CTI O N O 1 ) OWNER SHALL BE RESPONSIBLE FOR HIRING ALL CONTRACTORS AND KEYNOTES C DRAWN: RK CHECKED: KDT NOTES: SUB—CONTRACTORS WHO ARE LICENSED IN THE STATE OF MASSACHUSETTS AND ENSURING ALL WORK PERFORMED COMPLY WITH THE TOWN OF BARNSTABLE, MA 1 EXISTING FLOOR TILE TO BE SCRUBBED, CLEANED AND SANITIZED. REPAIR ANY BROKEN TILES/GROUT TO GUIDELINES. BE REPAIRED AND RE-INSTALLED IN-KIND. (MATCH EXISTING) 2) ALL WORK SHALL PROCEED ONLY AFTER ATTAINING APPROPRIATE PERMITS PER 2 ALL NEW CEILING PANELS TO MEET CLASS "B" FINISH - OWNER/CONTRACTOR TO SUBMIT SPECIFICATION SPECIFIC TRADE. SHEETS VERIFYING CLASS B,� FINISH. REFER TO DRAWING A-103 FOR ADDITIONAL INFO. 3) CONTRACTOR TO VERIFY ANY STRUCTURAL WORK PRIOR TO PERFORMING 3 CONTRACTOR TO PROVIDE NEW ELECTRICAL TO TRANSACTION COUNTER. CONSTRUCTION. (REVIEW CIRCUIT LAYOUT WITH PROJECT MANAGER) 4) CONTRACTOR OR ANY PERSON(S) PERFORMING WORK SHALL VERIFY ALL 4 CONTRACTOR TO SUPPLY AND INSTALL NEW P.O.S. EQUIPMENT. DIMENSIONS AND EXISTING CONDITIONS IN FIELD PRIOR TO BEGINNING WORK. 5 PROVIDE ELECTRICAL FOR NEW EQUIPMENT REQUIREMENTS. 5) CONTRACTOR SHALL "CALL BEFORE YOU DIG" AT #81 1 OR 6 CONSTRUCT NEW GLULAM BEAM w/ PAINTED GYP. BD FINISH AT 9'-10" ABOVE FINISHED FLOOR. (888) 344-7233 AND ENSURE SAFETY FOR THIS SITE AND (REFER TO DETAIL 1/A-201). SURROUNDING AREAS. 7 APPLY 3M PRIVACY BLACKOUT WINDOW FILM ON INTERIOR OF STOREFRONT & DOOR GLAZING (TYP.) STO RAG E 8 INSTALL NEW WIRE WALL SHELVING ABOVE COOLERS/FREEZER (DRY-GOODS) CLOSET NOTE: REFER TO DRAWING A- 10 4 F 0 R 9 PROVIDE PAINTED FINISH AND CONVERT TO STORAGE I PREP. ROOM. " EQUIPMENT PLAN AND SCHEDULE. 10 EXISTING STOREFRONT TO BE MODIFIED AND RE-FRAMED TO ALLOW NEW MIN. 36x84" PASS THROUGH OPENING. �- 11 CONTRACTOR TO ADJUST EXISTING MENU SOFFIT AS REQUIRED FOR VENTLESS HOOD EXHAUST, HORIZONTAL DISCHARGE AND FILTER REMOVAL. (MIN. 8'-5" A.F.F.) S o 0 JOINT SEALANTS: ROUGH CARPENTRY: ALL WOOD FOR ROUGH CARPENTRY USES (FRAMING, A. GENERAL USE: "60+UNICRYLIC", PECORA CORP. OR "MONO", TREMCO, INC. BLOCKING, BACKING PANELS, ETC.) SHALL COMPLY WITH THE APPLICABLE B. MOVING JOINTS: DOW CORNING 790 OR 795 SILICONE BUILDING SEALANT. REQUIREMENTS OF DOC PS20 AND APPLICABLE RULES OF LUMBER GRADING C. SEALING AT PLUMBING FIXTURES: ONE-PART MILDEW RESISTANT SILICONE AGENCIES CERTIFIED BY THE AMERICAN LUMBER STANDARDS COMMITTEE BOARD SEALANT. OF REVIEW. D. ACOUSTIC SEALANT: "BA-98", PECORA CORP. OR "TREMCO ACOUSTICAL PROVIDE DRESSED LUMBER, S4S, UNLESS OTHERWISE INDICATED. SEALANT", TREMCO, INC. USE TO SEAL DRY-WALL JOINTS IN ALL INTERIOR PARTITIONS. DIMENSION LUMBER: N0. 2 GRADE OR BETTER, ANY SPECIES. GYPSUM BOARD ASSEMBLIES: PROVIDE 2x WOOD FRAMING. PROVIDE 2x4 WOOD PLYWOOD: DOC PS 1 STUDS FOR ALL INTERIOR FRAMING, EXCEPT AS OTHERWISE NOTED. PROVIDE 5/8" PLYWOOD BACKING PANELS: FIRE-RETARDANT TREATED PLYWOOD (AWPA THICK TYPE-X GYPSUM BOARD THROUGHOUT. INSTALL SUPPLEMENTARY FRAMING AND BLOCKING TO SUPPORT FIXTURES, EQUIPMENT, SHELVING, ETC. EXTEND C27), GRADE C-D PLUGGED, EXPOSURE 1 , IN THICKNESS INDICATED, BUT NOT LESS THAN 15/32 INCH THICK. FRAMING FULL HEIGHT TO STRUCTURE ABOVE AND FASTEN TO STRUCTURE. FRAME DOOR OPENINGS TO COMPLY WITH DOOR/FRAME SCHEDULE. FRAME BELOW SILLS FINISH CARPENTRY: EXPOSED FINISH CARPENTRY FOR OPAQUE FINISH SHALL BE OF OPENINGS TO MATCH FRAMING AT HEAD. SEAL CONSTRUCTION AT PERIMETERS ANY CLOSED GRAIN HARDWOOD, EASTERN WHITE PINE, SUGAR PINE, WESTERN WITH A CONTINUOUS BEAD OF ACOUSTICAL SEALANT. FASTEN WITH SCREWS. WHITE PINE. COMPLY WITH ARCHITECTURAL WOODWORK INSTITUTE (AWI) SECTION 300, 700 & 900; CUSTOM GRADE. INSTALL WITH MINIMUM NUMBER OF JOINTS - ISSUED FOR CONSTRUCTION 12/30/20 POSSIBLE USING FULL-LENGTH PIECES TO THE GREATEST EXTENT POSSIBLE. BACK PRIME ALL CONCEALED SURFACES WITH AT LEAST ONE COAT OF SEALER. NO. REVISION/ISSUE DATE COOLER SEALS: �1K OF J,9 re Tit pc G .4ii0 t 6.J N ,iiavca, � auecticat y SS�QNAL ARCHITECT: COMMON AREA 101 Thompson I Edwards LLC 2,790 SF • Architects - EXISTING 9'-95/8" HIGH MOVABLE LINE DIVIDER 85 WILLOW STREET NEW HAVEN,CONNECTICUT 06511 INTERIOR STOREFRONT TEL.:(203)773 1950 FAX:(203)777-8687 OFl DESIGN CONSULTANT: 24"X36" 2'-7° WORK-DES O 7 NEW GLULAM BEAM 1 1 CUSTOMER A-201 Ramiz Khoda 3 w/ PAINTED GYP. QUEUING AREA Consu ting & Design, LLC. A-302 B D. FINISH A T 102 19046 BRUCE B DOWNS BLVD-SUITE#167 ±9'—10" A.F.F. 174 SF TELM(60)880-1786 EXIST. GYP. BD. CLG. 7 PROPOSED WALL OWNER: / STOREFRONT WITH 4" 1 EL O GLASS (COLOR: A-301 THICK CLEAR TEMPERED 2 A-302 = EXISTING 11'-4" HIGH WALLS COMMONWEALTH OF MASSACHUSETTS O \ 6 I I U t15'-0" BLACK-MATCH PNT-2) 1�_g� 4'-1g�" 2 C/15 NORTHEAOST iNDUOSTRIOAL ROADP O - - - - - - - A-302 � BRANFORD, CT 06405 — - - - - - - - - - - - - — — — — — Ch - - - - - - - - - - - - - - - - - - - - - — — — — — — �_ - - % LL EXISTING _ __T_ -1 ITE� 1 WALL OPENING ONIS W \�1 O COUNTER HAND—OFF I i i L i i — — —I— - - - HWH COUNTER ABOVE i �,C' APPLICANT: / STORAGE / PREP. Z Z 0 I ( z CD SHELVING BELOW COUNTER 105 4 0 (DRY GOODS) —` a 129 SF A-201 = CD 9 X 3 1 SALES / 2 O Z 103 1 1 GLOBAL O 800 SOUTH STREET GROUP CORP.ET SUITE OO \ l � A-201 A-301,< 89 SF A-201 _ i z I I 'd, WALTHAM, MA 02453 LLJ � oo c.o. 11 i EXISTING MEN I I ,O (781) 894-8800 f9 SOFFIT 7'-8"' AA F_ — - - - - - - - - - - 7 — J PREP. AREA �S �G<' 5 ° ° 104 < ��'—�� PROJECT: 2'-0 EXIST. EXTERIOR SIGN TIMER SWITCH " 7 6-9 ° ° 102 SF P`�� J,��o VESTIBULE #1 D'ANGELO O F.D. -��,e �'�I°J�` c 1o0 GRILLED SANDWICHES 6'-8j" GREBELOWRAP � 233 SF 120 INSTALL NEW DUPLEX WALL MOUNTED OUTLET (120v) INTERIOR FIT OUT EXIST. PUMP/DRAIN BELOW 2145 IYANNOUGH ROAD ° ov _ __ _ _ __ _ __ _ PROPOSED NEW MILLWORK & PREP TOP WEST BARNSTABLE, MA 02668 ° ° OMP SIN (MAX. HEIGHT =34" TO TOP OF COUNTERTOP) EXIT +i DRAWING TITLE: EXIST. PLUMBING CHASE WALL EXIST. WIRE SHELVING ABOVE CONSTRUCTION 12 .9 PLAN LEGEND : Ex1T COMBINATION EXIT SIGN & EMERGENCY LIGHT EMERGENCY LIGHT ONLY RKCD TIE DRAWING NO. PROJECT#: PROJECT#: FEC 20-04 20-03 CONSTRUCTION PLAN L�- FIRE EXTINGUISHER CABINET EXISTING WALL (TO REMAIN) ISSUE DATE: _ 12/30/2020 A- 1 01 1 SCALE:1T -1'-0' BE C _ ELEMENTS TO BE DEMOLISHED � � FIRE ALARM HORN & STROBE SCALE: FIRE ALARM PULL STATION NEW WALL TO BE CONSTRUCTED/INFILLED AS NOTED J L r GENERAL DEMOLITION NOTES: 1 ) GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE BUILDING AND SHALL VERIFY ALL ITEMS TO BE REMOVED OR KEYNOTES = DEMOLITION E DRAWN: RK CHECKED: KDT DEMOLISHED. THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY AND 1 REMOVE AND DISCARD EXISTING DOOR, FRAME AND HARDWARE. NOTES: ACHIEVE THE FULL EXTENT OF DEMOLITION REQUIRED FOR RENOVATION OF ALL SPACES. 2 REMOVE AND DISCARD EXTENT OF EXISTING WALL AND ALL MATERIALS. PATCH & PREP. 2) GENERAL CONTRACTOR SHALL SAVE AND STORE ITEMS TO BE REMOVED AS SPECIFIED BY THE OWNER IN AN ON—SITE ADJACENT WALL(S) FOR NEW FINISH. OWNER—DESIGNATED LOCATION TO PREVENT DAMAGE. 3 REMOVE AND DISCARD EXISTING A.C.T. CEILING GRID, CEILING PANELS AND LIGHTING. 3) GENERAL CONTRACTOR SHALL REMOVE ANY EXISTING FLOORING AS REQUIRED AND DISPOSE OF PROPERLY. REMOVE BOND 4 REMOVE AND DISCARD TEMPORARY FRAMING AND GYPSUM WALL BOARDS. BREAKERS: WAX, GREASE/OILS, OLD ADHESIVE, AND OTHER RESIDUES/DEBRIS. REMOVE ALL MISCELLANEOUS OBSTRUCTIONS. 5 REMOVE AND DISCARD EXISTING METAL SINK CABINET. 4 GENERAL CONTRACTOR SHALL DISPOSE OF ITEMS AS SPECIFIED FOR SALVAGE BY THE OWNER THAT OWNER—IN—FACT DECIDES 6 REMOVE EXTENT OF EXISTING WALLPAPER, FRP AND TRIM. PATCH & PREP. WALLS FOR NEW FINISH. NOT TO RETAIN. 7 REMOVE EXTENT OF EXISTING PLYWOOD. PATCH & PREP. WALLS FOR NEW FINISH. — — 5) GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR EXTENT OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL DEMOLITION 8 EXISTING INTERIOR STOREFRONT SYSTEM TO BE MODIFIED TO RECEIVE NEW 36"Wx84"H CLEAR OPENING. WORK AND ALL WORK REQUIRED TO MAINTAIN THE BUILDING'S OPERATION. 9 EXISTING FLOOR TILE TO BE SCRUBBED, CLEANED AND SANITIZED. REPAIR ANY BROKEN TILES/GROUT TO 6) GENERAL CONTRACTOR SHALL PREPARE EXISTING SURFACES FOR NEW FINISHES AT LOCATIONS OF ALL DEMOLITION, FINISH BE REPAIRED AND RE-INSTALLED IN-KIND. (MATCH EXISTING) STO RAG E REMOVAL, AND PRODUCT REMOVAL. 10 CONTRACTOR TO LIMIT REMOVAL OF EXISTING FLOOR TILES AS MUCH AS POSSIBLE AND REQ'D TO INSTALL NEW MOP SINK CABINET, DRAIN AND PLUMBING LINES. CLOSET 7) GENERAL CONTRACTOR TO FIELD VERIFY ALL QUANTITIES AND MEASUREMENTS PRIOR TO BIDDING. 11 CONTRACTOR TO LIMIT REMOVAL OF EXISTING FLOOR TILES AS MUCH AS POSSIBLE AND REQ'D TO 8) THE OWNER OF THE PROPERTY SHALL PROVIDE ALL DOCUMENTATION AND ASSURANCE THAT THE SUBJECT PROPERTY IS FREE INSTALL NEW MOP SINK CABINET, DRAIN AND PLUMBING LINES. 4 AND CLEAR OF ANY ASBESTOS AND POLYCHLORINATED BIPHENYLS (PCBS). 12 CONTRACTOR TO REMOVE PORTION OF EXISTING MENU SOFFIT AND ADJUST AS REQUIRED FOR VENTLESS HOOD EXHAUST, HORIZONTAL DISCHARGE AND FILTER REMOVAL. (MIN. 8'-5" A.F.F.) :: Sqo O ISSUED FOR CONSTRUCTION 12/30/20 NO. REVISION/ISSUE DATE COOLER SEALS: `ZN OFM Ke �------- LTh pc .47I0 ^, U N i{nven, anecticut y 9p G/ST�� '�StOUTAL COMMON AREA 101 2,790 SF ARCHITECT: Thompson IEdwards LLC • Architects - EXISTING 9'-9%" HIGH MOVABLE LINE DIVIDER 85 WILLOW STREET INTERIOR STOREFRONT NEW HAVEN,CONNECTICUT 06511 TEL.:(203)773-1950 FAX:(203)777-8687 DESIGN CONSULTANT: 6 CUSTOMER Ramiz Kito(i..i EXIST. GYP. BD. CLG. QUEUING AREA Consulting & Design, LLC \ 9'-9 5/8' 102 19046 BRUCE B DOWNS BLVD-SUITE#167 i \ 174 SF T MPA, 33647 EXIST. GYP. BD. CLG. TEL.:(860)880-1786 \ 9F21 6 OWNER: 4 16'-11 " 4'-1g" /� COMMONWEALTH OF MASSACHUSETTS \ \ F-21 c/o GLOBAL MONTELLO GROUP CORP. — — — _ — — — — — — — — 15 NORTHEAST INDUSTRIAL ROAD \ \ — — _ — — I I— BRANFORD, CT 06405 I (781) 894-8800 \ \ s, x 7 OFFICE \� VESTIBULE #2 SALES COUNTER 1zo� zao� 12Qu W CONDUIT � \ a 106 11 105 103 40 SF 84 SF \ 89 SF EXISTING 11 '-4" I ; aBovE EXIST. GYP. BD. CLG. HIGH WALLS I I APPLICANT. 2 M 9 is'-o' I I --- 9 EXIST. GYP. BD. CLG. ❑ ' 3 9 ❑ I I / II I I GLOBAL MONTELLO GROUP CORP. 6 120� 5 1 IL 800 SOUTH STREET - SUITE 500 7 12 I I 4-3" (Ae vE) I I � � WALTHAM MA 02453 c.o. EXISTING MENU I / (781) 894-8800 SOFFIT 7'=8_A.F.F. — _j - - - - - - - - - - - - -1 � �' `� � PROJECT: 9 � EXIST. EXTERIOR SIGN TIMER SWITCH 6'-8j" C-94" 3 PREP, AREA < �P � �;o�\� VESTIBULE #1 D'ANGELO 0 104 \ e J`' 100 +1 EXIST. 2x4 ACT 102 SF GREASE TRAP \ \ o�'�P � 233 SF GRILLED SANDWICHES 6 7'-8 1/2' BELOW 120 EXIST. PUMP/DRAIN BELOW INTERIOR FIT OUT F6 , �' 2145 IYANNOUGH ROAD 120v 120v -- - - -- - -- - 6 WEST BARNSTABLE, MA 02668 SIN E X I T DRAWING TITLE: PLUMBING CHASE WALL WIRE SHELVING ABOVE 12'-9�" DEMOLITION PLAN LEGEND : EXIT COMBINATION EXIT SIGN 8c EMERGENCY LIGHT EMERGENCY LIGHT ONLY RKCD TIE DRAWING NO. PROJECT#: PROJECT#: FEC 20-04 20-03 DEMOLITION PLAN FIRE EXTINGUISHER CABINET EXISTING WALL (TO REMAIN) ISSUE DATE: 1 SCALE:12' •1'-0' — 12/30/2020 A- 1 00 FIRE ALARM HORN & STROBE C ELEMENTS TO BE DEMOLISHED SCALE: FIRE ALARM PULL STATION NEW WALL TO BE CONSTRUCTED/INFILLED AS NOTED L J r � DRAWN: RK CHECKED: KDT NOTES: BUILDING INFORMATION FORM 8, OCCUPANCY LOAD REFER TO EGRESS PLAN AND OCCUPANT LOAD CALCULATION ON RIGHT OCCUPANT LOAD CALCULATIONS / SPACE CLASSIFICATIONS: DESIGN TOTAL FOR EACH FLOOR 257 FIRST FLOOR; (PER TABLE 1004.1 .2) 2015- IBC PORTION OF THE 9th EDITION OF MASSACHUSETTS STATE BUILDING CODE CMR 780 AREA DESIGN TOTAL FOR BUILDING 257 (USE GROUP: BUSINESS) OCCUPANCY MERCANTILE (GRADE FLOOR AREAS) 60 GROSS OCCUPANCY MERCANTILE (STOCK, STORAGE, UTILITY AREAS) - 300 GROSS GRADE FLOOR AREAS (B) ---> TOTAL LOAD = 100 GROSS SF/ OCCUP. 7 � 8 2 6 SF OCCUPANCY BUSINESS - 100 GROSS OCCUPANCY ASSEMBLY (WITHOUT FIXED SEATS - TABLES & CHAIRS) - 15 NET TOTAL SF GRADE FLOOR BUSINESS AREAS (INCLUDES CASHIER)= 320 SF (INTERIOR FIT-OUT SPACE) EXIT CAPACITY FOR EACH FLOOR 257 FIRST FLOOR: NOT TOTAL OCCUPANTS FOR BUSINESS AREAS (INTERIOR FIT-OUT SPACE) = 320 SF / 100 SF per OCCUP. = 4 OCCUPANTS (REFER T17 EGRESS PLANS FOR NUMBER, I N C L, ASSEMBLY OCCUPANCY CLASSIFICATION LVC14TI17N AND CAPACITY OF EXITS FREM EACH AREA) STAIRS/DOORS ARE TOTAL OCCUPANT LOAD FOR INTERIOR FIT-OUT SPACE = 4 OCCUPANTS LIMITING FACTOR Primary Use Group: A-2 (ASSEMBLY-FOOD COURTS) Secondary Use Groups; B (BUSINESS)/M (MERCANTILE) Accessory use areas: N/A 9, MODIFICATIONS a) NEW/APPROVED N/A b) OUTSTANDING (NOT YET APPROVED) N/A Separated Mixed Use; N/A (USE GROUP: ASSEMBLY WITHOUT FIXED SEATS-TABLES & CHAIRS) ---> TOTAL LOAD = 15 NET SF/ OCCUP. 10, ACCESSIBLE BUILDING DESIGNATED X NON-DESIGNATED CONSTRUCTION TYPE! 5B 11, MINIMUM PLUMBING FIXTURE COUNT TOTAL SF GRADE FLOOR COMMON SPACE (ASSEMBLY WITHOUT FIXED SEATS-TABLES & CHAIRS) = 2.964 SF MINIMUM TYPE OF CONSTRUCTION REQUIRED 5B A-2 USE GROUP TOTAL OCCUPANTS 25 7 TOTAL OCCUPANTS FOR COMMON SPACE = 2964 SF / 15 SF per OCCUP. = 200 OCCUPANTS - ACTUAL TYPE OF CONSTRUCTION PROVIDED 5B REQUIRED PROVIDED A-2 W/C 1 PER 75 XX # OF PEOPLE EGRESSING SPACE BUILDING HEIGHT! W/C 4 4 A-2 LAVS 1 PER 200 LAVS 2 2 A-2 1 SERVICE SINK XX # OF PEOPLE ALLOWED FOR OPENING BUILDING HEIGHT STORY/FEETIST/ 28'-08 ALLOWABLE BLDG, HEIGHT S/S 1 1 ISSUED FOR CONSTRUCTION 12/30/20 STORIES ABOVE GRADE 1 STORY/FEET 1/40FT NO. REVISION/ISSUE DATE 12, SPRINKLER PROTECTION X ENTIRE BUILDING SEALS: BUILDING AREA LIMITED AREA ,1xoxM GROSS BUILDING AREA: FIRST FLOUR = 7,826 SQ FT, NONE / N,A, �Te n6 9�qG (PER FLOOR) .410 v G? N !lnvca, nnecticut h o TOTAL GSF ALL BUILDINGS = 7,826 SQ.FT C/ST Sl� ' 13, CODES TO WHICH THIS PROJECT WAS DESIGNED ssiorraL AREA TABULATIONS! NINTH EDITION OF THE MASSACHUSETTS STATE BUILDING CODE 780 CMR TOTAL PERIMETER 436 FT, OPEN PERIMETER 436 FT. 1 . INTERNATIONAL BUILDING CODE/2015 (ICC) ARCHITECT: 2. INTERNATIONAL EXISTING BUILDING CODE/2015 (ICC) 6 N16 STREET FRONTAGE CALCULATION; 3. INTERNATIONAL MECHANICAL CODE/2015 (ICC) [1:65 4. MASS. 248 CMR 10.00: UNIFORM STATE PLUMBING CODE Thompson IEdwards LLC 100(OPEN PERIMETER/TOTAL PERIMETER - 0,25) X (WIDTH OF 5. NATIONAL ELECTRICAL CODE, NFPA 70/2020 (NEC) -- ■ Architects ■ OPEN WAY/30) = AREA INCREASE 6. INTERNATIONAL ENERGY CONSERVATION CODE/2015 (ICC) 85 WILLOW STREET 100 (1,740 / 1,740 - 0,25) X ( 20 / 30) = 507. 7. MASS. 521 CMR: ARCHITECTURAL ACCESS BOARD NEW HAVEN,CONNECTICUT 06511 USE: N/A REGULATIONS /2006 I TEL.:(203)773-1950 FAX:(203)777-8687 I COOLER % OF ALLOWABLE TABULAR AREA 100% 527 CMR 1 .00: MEWS WOMEN'S DESIGN CONSULTANT.• % REDUCTION FOR HEIGHT - % N/A RESTROOM RESTROOM DUNKIN' MASSACHUSETTS COMPREHENSIVE FIRE SAFETY CODE 248 242 DONUTS LJ % INCREASE FOR OPEN PERIMETER + Y N/A 1. PORTIONS OF THE INTERNATIONAL FIRE CODE/2015(ICC) Sq.Ft.t Sq.Ft.t (LEASE z % INCREASE FOR COMPLETE SUPPRESSION + / N/A 2. NATIONAL FIRE PROTECTION ASSOCIATION 1 552 0 Li BURGER TOTAL PERCENTAGE FACTOR = % N/A FIRE SAFETY CODE/2015 (NFPA 1) Sq.Ft.f I D KING o (LEASE Ramiz Khoda CONVERSION FACTOR (% FACTOR / 100) N/A I AREA) ConsultingCBDOWNS W S BLVDesigD, SUITE TOTAL= 19046 BRUCE B DOWNS BLVD-SUITE#167 2,055 TAMPA,FL 33647 Sq.Ft.t TEL.:(860)880-1786 MIXED USES! N/A 14, NUMBER OF EXITS 165 STORAGE OWNER: REFER TO FLOOR PLANS FOR NUMBER OF EXITS N16 CLOSET FROM EACH AREA AND FLOOR46 FIRE RESISTANCE RATING FOR BUILDING ELEMENTS WATER \ _1�j _KL HEATER \ COMMONWEALTH OF MASSACHUSETTS 15, THRESHOLD LIMIT BUILDING! NO 6.25 sq.Ft. \ c/o GLOBAL MONTELLO GROUP CORP. BUILDING ELEMENT FIRE RATING DESIGN # \ 15 NORTHEAST INDUSTRIAL ROAD BRANFORD, CT 06405 SEPARATION FOR 16, HISTORIC BUILDING! NO (781) 894-8800 DISTANCE REQ'D PROVIDED RATED OFFICE COOLER (IN FEET) ASSEMBLY �� Bearing walls 18, TRAVEL DISTANCE c Exterior ALLOWABLE 150 FT PROVIDED 28,0 FT Z790SF APPLICANT. TRAVEL DISTANCE TO NEAREST EXIT = 28.0 FT. North - 0 HR 0 HR N/A East - 0 HR 0 HR N/A GLOBAL MONTELLO GROUP CORP. CUSTOUER West - 0 HR 0 HR N/A 19, DOOR CAPACITY I QUEUIN IAREA 800 SOUTH STREET - SUITE 500 331 South - 0 HR 0 HR ,,,SF WALTHAM, MA 02453 O N/A DOORS WITH STANDARD HOLLOW METAL CONVENIENCE I 134 LTH MA Interior 0 HR 0 HR N/A FRAMES AND BUTT HINGES STORE (LEASE J sT GE PRE• — — � 331 CLEAR WIDTH MAX. ❑CC. LOAD (CAP = ,3"/❑CC) I — �— — �� — � Interior carrying roof only 0 HR 0 HR N/A SIZE AREA) 129SF �R 960 MAXIMUM TRAVEL DISTANCE TO EXIT 28 Nonbearing walls (2) 3'-0" 662 5" 331 OCCUPANTS Sq.Ft.t and partitions (1) 3'-0" 33.125" 1 165 OCCUPANTS I Q �J PROJECT.' Exterior I PREP.AREA t02VESTIBULE '.. '� / '' D'ANGELO North - 0 HR 0 HR N/A 20, FINISHES! 331 I 165 ® GRILLED SANDWICHES East - 0 HR 0 HR N/A USE GROUP M INTERIOR FIT OUT West - 0 HR 0 HR N/A ALL EXITS HAVE CLASS B INTERIOR FINISH. South - 0 HR 0 HR N/A ALL CORRIDORS HAVE MINIMUM CLASS B INTERIOR FINISH. Interior ALL ROOMS AND ENCLOSED SPACES CLASS C INTERIOR FINISH. 67 2145 IYANNOUGH ROAD 0 HR 0 HR N/A 331 WEST BARNSTABLE, MA 02668 Floor construction: AREA OF PROPOSED WORK Including supporting 0 HR 0 HR N/A 21, EGRESS-RELATED CODE INFORMATION (ALL OTHER ITEMS OUTSIDE OF DELINIATED beams and joists FLOOR AREA ALLOWANCES PER OCCUPANT AREA ARE EXISTING AND TO REMAIN AS—IS.) DRAWING TITLE: Roof construction: OCCUPANCY ASSEMBLY A-2 (WITHOUT FIXED SEATS -TABLES & CHAIRS) - 15 NET Including supporting 0 HR 0 HR N/A OCCUPANCY BUSINESS - 100 GROSS CODE beams and joists OCCUPANCY MERCANTILE - 60 GROSS INFORMATION AND I __J OCCUPANCY MERCANTILE (STOCK, STORAGE, UTILITY AREAS) - 300 GROSS EGRESS PLAN EGRESS WIDTH PER OCCUPANT SERVED EGRESS PLAN EGRESS - CORRIDORS AND DOORS 0.2" PER PERSON 1 SCALE NOT TO SCALE RKCD TIE DRAWING NO. PROJECT#: PROJECT#: 20-04 20-03 ISSUE DATE: G-002 12/30/2020 SCALE: AS NOTED L -� r % GENERAL REFLECTED CEILING NOTES GENERAL NOTES FOR SEISMIC RESTRAINT OF SU SPENDED ACOUSTICAL CEILING SYSTEMS DRAWN: RK CHECKED: KDT + A. ALL GYPSUM BOARD CEILINGS TO BE 5/8" THICK OR AS REQUIRED BY LOCAL CODE. HEIGHTS NOTED INDICATE THE SUSPENDED CEILINGS SHALL HAVE SUSPENSION SYSTEMS PROVIDED ALL CEILING PENETRATIONS (COLUMNS, SPRINKLERS, ETC.) AND + +;+ BOTTOM OF THE FINISHED CEILING. MEASURE FROM LOWEST POINT OF EXISTING FLOORING. AS INDICATED AND IN ACCORDANCE WITH CURRENT STATE CODES AND INDEPENDENTLY SUPPORTED FIXTURES OR SERVICES SHALL BE NOTES: 12 GA. HANGER ✓IRE B. ANY EXISTING SURFACES SHOULD BE CLEANED AND ANY EXISTING PAINT REMOVED AND/OR SANDED SMOOTH PRIOR REFERENCED STANDARDS AS APPLICABLE. CONSIDERED AS PERIMETER CLOSURES THAT SHALL ALSO ALLOW THE PERIMETER SUPPi❑RTS TO RECEIVING NEW PAINT. NOTED CLEARANCES BY USING SUITABLE ESCUTCHEONS OR CLOSURE +�+ �iES SUSPENSION SYSTEM COMPONENTS FOR ACOUSTICAL CEILINGS TWO ALTERNATI\ DETAILS. C. ALL UNFINISHED EXPOSED CEILINGS MUST NOT HAVE ANY EXPOSED INSULATION. INSULATION MUST BE WRAPPED (DIRECT-HUNG ACOUSTICAL TILE AND/OR LAY-IN-PANEL CEILINGS) + 12 GA. HANGER \� RE AND READY TO RECEIVE PAINT. SHALL BE A MINIMUM ASTM C 635 INTERMEDIATE DUTY +�+ ANCHORED TO +++ CLASSIFICATION. INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM AT WALL CLOSURE LEDGES, THE CROSS RUNNER AND MAIN RUNNER + PERIMETER WALL+i, D. COORDINATE ALL REFLECTED CEILING PLANS WITH MECHANICAL AND ELECTRICAL DRAWINGS. ITEMS SHOWN ON THE C 636 AND APPLICABLE CISCA STANDARDS SPECIFIED AND INDICATED ENDS SHALL BE PREVENTED FROM SPREADING APART FROM EACH OTHER. ATTACHMENT TO GRIDMECHANICAL AND ELECTRICAL DRAWINGS MAY NOT BE INDICATED ON THE REFLECTED CEILING PLANS. LOCATE ALL BELOW, EXCEPT AS MODIFIED BY THE CONTRACT DOCUMENTS. PERMANENT ATTACHMENT (I.E., POP RIVETS) FOR GRID ALIGHNMENT + MAY BE WITHIN 8 +i+IN. CEILING MOUNTED ITEMS IN ACCORDANCE WITH THE ARCHITECTURAL DRAWINGS. REFER TO ANY CONSULTANT DRAWINGS PURPOSES SHALL BOT BE PERMITTED. �+ FROM THE WALL, 10T FOR SPECIFIC PRODUCT INFORMATION. MINIMUM DESIGN LOADS: FOR ESSENTIAL FACILITIES, IN ADDITION TO THE REQUIREMENTS IN ITEM 5, + THE WALL +' E. ANY ACCESS HATCHES NOT SHOWN ON CEILING PLAN BUT REQUIRED BY PLUMBING, MECHANICAL, OR ELECTRICAL A MINIMUM 7/8" WALL ANGLE, AND PERIMETER SUPPORT OF EACH CROSS +,+ ATTACHMENT WIRE 'i+ SYSTEMS SHALL BE REVIEWED WITH THE ARCHITECT FOR LOCATION. 1 . LATERAL FORCES: RUNNER AND MAIN RUNNER SHALL BE REQUIRED. IN ADDITION, A YZ" ++ MUST NOT EXCEED F. ALL EXISTING CEILING HEIGHTS SHOWN ARE APPROXIMATE. ALL NEW CEILINGS THAT ADJOIN EXISTING CEILINGS MUST SUCH CEILINGS SYSTEMS AND THEIR CONNECTIONS TO THE GRID END CLEARANCE FROM A WALL SHALL BE MAINTAINED. Ye SLOPE (10°), BE INSTALLED AT THE SAME HEIGHT UNLESS NOTED OTHERWISE. BUILDING STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED 0° Mp +I+ �6 G. INSTALL SUSPENDED CEILINGS TO COMPLY WITH ASTM E 580 AND CISCA'S "GUIDELINES FOR SEISMIC RESTRAINT OF TO RESIST THE LATERAL FORCE REQUIRED BY THE BUILDING L 6� ++ ++ „ CODE AS INDICATED BELOW. Tk�06 OF ++ ++ DIRECT-HUNG CEILING ASSEMBLIES - SEISMIC ZONE 2A. Raai��5114LLSPLiCE5 AM �AGWNrH 1 +i+ +o±10° MAX CONNECTION OF LIGHTING FIXTURES TO THE CEILING SYSTEM 3. INSTALLATION GOItE�TO� ACE OF WALL SHALT BE DESIGNED FOR A LATERAL FORCE OF 100 PERCENT a. VERTICAL HANGERS: 5UGH A6 POP RpvtM,5C 1316,PM, ++ OF THE WEIGHT OF THE FIXTURE. OR OTHER ++ 12 GA HANGER WIRE SUSPENSION WIRES SHALL NOT BE SMALLER THAN NO. 12 GAUGE APPROYW +i+ �+++ ANCHORED TO ACE OF WALL 2 f SPACED AT 4 FEET ON CENTER OR NO. 10 GAUGE SPACED AT 5'-0" CONNECTORS FOR ZX CJ61E�( ++ ++ STRUCTURE ABOVE . SUBSTANTIATION: O.C. ALONG EACH MAIN RUNNER UNLESS CALCULATIONS JUSTIFYING LOAD OR ULTIMATE AKIAL ++ SPACER BAR TO +++ AND HUNG EACH CEILING SYSTEM MANUFACTURER SHALL FURNISH THE INCREASED SPACING ARE PROVIDED. OR CION � +' KEEP PERIMETER VERTICALLY (±10°) A SPACER BAR TO KEEP LATERAL LOADING SYSTEMS, INDICATING THE FOLLOWING: ++ ++ MAX OF 8 IN, FROM PERIMETER EACH VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING COMPONENTS FROM THE PERIMETER, COMPONENTS FROM a. MAXIMUM BRACING PATTERN AND MINIMUM WIRE SIZES. SUSPENSION MEMBER AND TO THE SUPPORT ABOVE WITH A MINIMUM SPREADING APART, #8 X 10SHEET SPREADING APART, b. TENSION AND COMPRESSION FORCE CAPABILITIES OF MAIN RUNNER OF THREE TURNS. ANY CONNECTION DEVICE AT THE SUPPORTING 54G � , Y MIN. #8 X 1' SHEET METAL SCREWS SPLICES, CROSS RUNNER CONNECTIONS, AND EXPANSION DEVICES. CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 METAL SCREWS MAIN OR CROSS INT❑ METAL STUD c. ALL TESTS SHALL BE CONDUCTED BY AN APPROVED TESTING LBS. INTO METAL STUDS RUNNER AGENCY. @ 1'-4' O,C,MAX @ 1'-4" D.C. MAX, SUSPENSION WIRES SHALL NOT HANG MORE THAN 1 IN 6 %" MIN. MAIN OR CROSS OUT-OF-PLUMB UNLESS COUNTERSLOPING WIRES ARE PROVIDED. RUNNER BASIC PROVISIONS FOR SEISMIC ZONE 2A (CONNECTICUT) EACH INDIVIDUAL LIGHT FIXTURE SHALL BE POSITIVELY ATTACHED TO WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING 1 _ _ _ MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL N THE CEILING GRID IN ACCORDANCE WITH APPLICABLE REQUIREMENTS ,y,•r.. \! WALL ANGLE OF THE NATIONAL ELECTRICAL CODE. IN ADDITION, EACH INDIVIDUAL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK-TO-BACK 1Y4" .f ,� Li FIXTURE AND ATTACHMENTS WITH A COMBINED WEIGHT OF 56 LBS. OR LESS SHALL HAVE TWO NO. 12 GAUGE WIRE HANGERS ATTACHED COLD-ROLLED CHANNELS FOR SPANS EXCEEDING 48". ~•` HAN OEM AT DIAGONAL CORNERS OF THE FIXTURE. THESE WIRES SHALL BE WALL ANGLE 8" MIN. SLACK. ANY FIXTURE AND ATTACHMENT WITH A COMBINED WEIGHT CONNECTIONS OF WIRE HANGERS TO STRUCTURE SHALL BE IN !� GREATER THAN 56 LBS. SHALL BE INDEPENDENTLY SUPPORTED FROM ACCORDANCE WITH THE REQUIREMENTS OF THE REFERENCED CISCA ACOUSTICAL PANEL THE STRUCTURE. STANDARDS. 8" MIN. ACOUSTICAL PANEL 8" MAX. LTHE MAIN RUNNER/CROSS RUNNER INTERSECTIONS AND ALL GRID b. PERIMETER HANGERS: SPLICES SHALL HAVE AN AVERAGE ULTIMATE TEST STRENGTH OF 60 THE TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER LBS. OR MORE IN BOTH TENSION AND COMPRESSION. THE TENSILE SEISMIC CEILING CONNECTION PERIMETER CLOSURE ANGLE DETAIL PERIMETER CLOSURE ANGLE DETAIL TEST SHALL ALLOW FOR A 5-DEGREE OFFSET OF THE CONNECTION IN HALL BE SUPPORTED INDEPENDENTLY A MAXIMUM OF 8" FROM EACH ANY DIRECTION. WALL OR CEILING DISCONTINUITY WITH NO. 12 GAUGE WIRE OR SCALE:N.T.S. SElI=ZQ* 2A 3 ' . ( 4) ; ' . APPROVED WALL SUPPORT. THESE WIRES SHALL NOT HANG MORE SCALE:s r-0 sesl�c zot� �a SCALE:s �-0 Z0� �, FOR CLOSURE ANGLE WITH LESS THAN�/8' SUPPORT LEDC ) THE ACTUAL AVERAGE WEIGHT OF THE CEILING SYSTEM, INCLUDING THAN 1 IN 6 OUT-OF-PLUMB AND MUST BE CONNECTED TO AN GRID, PANEL OR TILE, LIGHT FIXTURES, AND AIR TERMINALS SHALL BE ADJACENT WALL OR TO THE STRUCTURE ABOVE. 2.5 PSF OR LESS. ALL OTHER SERVICES SHALL BE SUPPORTED INDEPENDENTLY FROM THE CEILING SYSTEM. FOR CEILINGS THAT c. LATERAL FORCE BRACING: HAVE AN AVERAGE WEIGHT GREATER THAN 2.5 PSF, THE CEILING WHERE SUBSTANTIATING DESIGN CALCULATIONS ARE NOT PROVIDED, LIGHTING X TU R E H D U L E SHALL BE INSTALLED AS SPECIFIED IN ZONE 3-4 PROVISIONS, HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR NO. 12 TAKING INTO ACCOUNT THE DESIGN LATERAL FORCE FACTOR SYMBOL N0. QTY MANUFACTURER PRODUCT MAKE MODEL APPROPRIATE FOR ZONE 2A. GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2" OF THE / CROSS RUNNER INTERSECTION AND SPLAYED 90' FROM EACH OTHER - ISSUED FOR CONSTRUCTION 12/30/20 L1 5 SPLENDOR 2'x4' RECESSED L.E.D. LIGHT RECESSED 36w LED LIGHT FIXTURE OTHER DEVIATIONS OR VARIATIONS MAY BE ACCEPTABLE IF AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE SUBSTANTIATED BY VERIFIABLE ENGINEERING DATA. CEILING. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE O EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS NO. REVISION/ISSUE DATE THE CEILING SYSTEM SHALL NOT BE USED TO PROVIDE LATERAL SUPPORTING THE ROOF OR FLOOR ABOVE, AS SHOWN IN DETAIL 1 C. SUPPORT FOR WALLS OR PARTITIONS. WALLS OR PARTITIONS MAY BE L2 1 FOCAL POINT SEEM 6 ALUM. 6"x48" RECESSED L.E.D. ATTACHED TO THE CEILING GRID PROVIDED THEY ALLOW THE CEILING THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT �---� MEMBRANE TO MOVE LATERALLY TO ACCOMMODATE THE REQUIRED INDUCED BY THE BRACING WIRES. THESE HORIZONTAL RESTRAINT SEALS: LIGHTS SLOT LIGHT CLEARANCE AS SPECIFIED BELOW. POINTS SHALL BE PLACED 12'-0" O.C. IN BOTH DIRECTIONS WITH THE L3 3 CANARM WREN 1 RETRO INDUSTRIAL CAGE MATTE BLACK ALL PERIMETER CLOSURE ANGLES OR CHANNELS SHALL PROVIDE A FIRST POINT WITHIN 6'-0" FROM EACH WALL. ATTACHMENT OF THE �11AOF PENDANT SUPPORT LEDGE OF APPROXIMATELY 7/8" OR GREATER. A TERMINAL END RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR s9 OF A GRID MEMBER (OR TILE) SHALL REST ON THE LEDGE OR MOLDING THE LOAD IMPOSED. Ke P6 `�-0 L4 2 LIGHTING 290 SERIES PAR38 TRACK LIGHT WITH AT LEAST 3/8" CLEARANCE FROM AN EDGE OR WALL AS SHOWN IN ` .4710 r LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF �' " tln",N n, - SERVICES INC. DETAIL 2. �,vor�l:�,.� 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT .o <: PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. 9a G/STE�� FOR PERIMETER CLOSURE ANGLES THAT PROVIDE A SUPPORT LEDGE OF LESS THAN NOTED ABOVE, THE THERMINAL ENDS OF EACH CROSS BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE ss/ONAtP��\ L5 2 LITHONIA 1 'x4' FIBERGLASS, DM 228 AR 120 CQ STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN RUNNER OR MAIN RUNNER SHALL BE INDEPENDENTLY SUPPORTED WITHIN ENCLOSED/GASKETED (L.E.D. LIGHT) 8" FROM EACH WALL OR CEILING DISCONTINUITY AS SHOWN IN DETAIL 1. LOAD OF NOT LESS THAN 200 LBS. OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. WEATHER BALLAST INDUSTRIAL w/ COLD THIS SUPPORT MAY BE A N0. 12 GAUGE HANGER WIRE OR OTHER SUPPORT THAT PREVENTS THE GRID FROM FALLING. THIS WIRE DOES d. PERIMETER MEMBERS: ARCHITECT: NOT NEED TO BE VERTICAL BUT SHALL NOT HAVE A SLOPE GREATER UNLESS PERIMETER MEMBERS ARE A STRUCTURAL PART OF THE THAN 1 IN 6 OUT-OF-PLUMB. A 3/8" GRID END CLEARANCE FROM A APPROVED SYSTEM, WALL ANGLES OR CHANNELS SHALL BE WALL SHALL BE MAINTAINED. CONSIDERED AS AESTHETIC CLOSURES AND SHALL HAVE NO STRUCTURAL VALUE ASSESSED TO THEMSELVES OR THEIR METHODS Thompson Edwards LLC OF ATTACHMENT TO THE WALLS. ENDS OF MAIN RUNNERS AND p CROSS MEMBERS SHALL BE TIED TOGETHER TO PREVENT THEIR SPREADING. ■ Architects ■ ALL PERIMETER CLOSURE ANGLES OR CHANNELS SHALL PROVIDE A 85 WILLOW STREET SUPPORT LEDGE OF APPROXIMATELY �8' OR GREATER. A TERMINAL NEW HAVEN,CONNECTICUT TEL.:(203)773-1950 FAX:(203)777-8 777-8687 END OF A GRID MEMBER (OR TILE) SHALL REST ON THE LEDGE OR MOLDING WITH AT LEAST Y2" CLEARANCE FROM AN EDGE OR WALL AS SHOWN IN DETAIL 2C. 4. LIGHTING FIXTURES: DESIGN CONSULTANT.• ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100 PERCENT OF THE LIGHTING FIXTURE WEIGHT ACTING IN ANY DIRECTION. WHEN INTERMEDIATE-DUTY SYSTEMS ARE USED, NO. 12 GAUGE HANGER WIRES SHALL BE ATTACHED TO THE Ramiz Khoda EXISTING CEILING, GRID MEMBERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE. ConsUlting & Design, LLC TANDEM FIXTURES MAY UTILIZE COMMON WIRES. LIGHTING ETC . (TO 19046 BRUCE B DOWNS BLVD-SUITE#167 WHERE HEAVY-DUTY SYSTEMS ARE USED, SUPPLEMETAL HANGERS TAMPA, FL 33647 TEL.:(860)880-1786 REMAIN AS— IS) » ALL NEW CEILING PANELS ARE NOT REQUIRED IF A 48" MODULAR HANGER PATTERN IS C E R TA I N TE E D 15/16 FOLLOWED. WHEN CROSS RUNNERS ARE USED WITHOUT TO MEET CLASS "B " FINISH SUPPLEMENTAL HANGERS TO SUPPORT LIGHTING FIXTURES, THESE L5 CLASSIC ALUMINUM CAPPED CROSS RUNNERS SHALL PROVIDE THE SAME CARRYING CAPACITY AS CONTRACTOR TO SUBMIT THE MAIN RUNNER. OWNER: STAB SUSPENDED GRID SPECIFICATION SHEETS TO LIGHTING FIXTURES WEIGHING LESS THAN 56 LBS. SHALL HAVE, IN SYSTEM w/ C E R TA I N TE E D ADDITION TO THE REQUIREMENTS OUTLINED ABOVE, TWO NO. 12 EXIST. GYP. BD. CLG. OWNER VERIFYING CLASS GAUGE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE COMMONWEALTH OF MASSACHUSETTS STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. EXIST. GYP. BD. CLG. 18'-0# 2'x 2' LAY— IN TILES c/o GLOBAL MONTELLO GROUP CORP. 9'-9 5/8' " B " FINISH . LIGHTING FIXTURES WEIGHING 56 LBS OR MORE SHALL BE 15 NORTHEAST INDUSTRIAL ROAD NEW GLU LAM ( CERTAINTEED SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED BRANFORD, CT 06405 HANGERS. (781) 894-8800 BEAM w/ VI N YLROCK TM 1142— CRF- 1 ) PENDANT-HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY 1 D'ANGELO PAINTED GYP. FROM THE STRUCTURE ABOVE USING NO. 9 GAUGE WIRE OR AN ± A-301 SIGN BD. FINISH AT APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING 9 -10 A.F.F. \�" G� SUSPENSION SYSTEM FOR DIRECT SUPPORT. APPLICANT: v 5. MECHANICAL SERVICES: ~ CEILING MOUNTED AIR TERMINALS OR SERVICES WEIGHING LESS THAN L3 L3 X 20 LBS. SHALL BE POSITIVELY ATTACHED TO THE CEILING L5 W SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS WITH THE SAME GLOBAL MONTELLO GROUP CORP. L4 L3 L4 CARRYING CAPACITY AS THE MAIN RUNNERS. 800 SOUTH STREET - SUITE 500 ADJUST EXIST. MENU SOFFIT TERMINALS OR SERVICES WEIGHING 20 LBS. BUT NOT MORE THAN 56 WALTHAM, MA 02453 AS REQ'D FOR VENTLESS HOOD EXIST. GYP. BD. CLG. LBS. SHALL HAVE, IN ADDITION TO THE ABOVE, TWO NO. 12 GAUGE (781) 894-8800 18'-0# HANGERS CONNECTED FROM THE TERMINAL OR SERVICE TO THE EXIST. GYP. BD. CLG. EXHAUST, HORIZ. DISCHARGE BC CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. THESE '�'9'-9 5/8' FILTER REMOVAL (MIN. 8'-5" A.F.F.) EXIST. MENU SOFFIT WIRE MAY BE SLACK. @ 7'-B" A.F.F. L 1 TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE MENU BOARDS _3>> „ EXISTING CEILING, SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED PROJECT: @ 8'-5" A.F.F. - 1 4 2'— HANGERS. 120v LIGHTING, ETC. (TO D'ANGELO REMAIN AS— ►S) GRILLED SANDWICHES C4 <L2 INTERIOR FIT OUT WALL MOUNTED EMERGENCY LIGHTING UNIT O EXTERIOR SIGN TIMER SWITCH OAB G ROD (2) HALOGEN LAMPS AND SEALED LEAD CALCIUM L1 WEST BARNST E, 0668 BATTERY. INTEGRAL TEST SWITCH, CHARGER LOW VOLTAGE DISCONNECT. 120 VOLTS. TYP.) CL OPENIN TO N W 2x2 A.C.T. & GRID DRAWING TITLE: EMERGENCY OPERATION = 90 MINUTES (TYP.) EAR PROPOS 8 1/2' VENTLESS HOOD REFLECTED " CEILING PLAN AND PROVIDE STAINLESS g EXIT STEEL SHEETING LEGEND : DETAILS SURROUND (SS-1 ) TO FULLY ENCLOSURE Li Exir I COMBINATION EXIT SIGN & EMERGENCY LIGHT CEILING ABOVE NEW VENTLESS HOOD EMERGENCY LIGHT ONLY RKCD TIE DRA WING NO. PROJECT#: PROJECT#: FEC 20-oa Zo-o3 FIRE EXTINGUISHER CABINET EXISTING WALL (TO REMAIN) ISSUE DATE: REFLECTED CEILING PLAN FIRE ALARM HORN & STROBE C ELEMENTS TO BE DEMOLISHED 12/30/2020 A- 1 03 1 ' . SCALE:-1/2 r-0 SCALE:FIRE ALARM PULL STATION AS NOTED NEW WALL TO BE CONSTRUCTED/INFILLED �- J