EBC Project Specs

STUDIO G ARCHITECTS INC. TECHNICAL SPECIFICATIONS FOR: EBENEZER BAPTIST CHURCH 157 W. SPRINGFIELD ST. BOSTON, MA 02118 1.0 GENERAL CONDITIONS 1.1.

SUMMARY OF WORK. THE PROPOSED PROJECT INVOLVES INTERIOR RENOVATIONS TO THE BASEMENT OF A BRICK CHURCH WITH STEEL AND WOOD FRAMING AND A STONE FOUNDATION. THE WORK CONSISTS OF SELECTIVE DEMOLITION AND NEW CONSTRUCTION AS SHOWN IN DRAWINGS PREPARED BY STUDIO G ARCHITECTS. THE WORK INCLUDES RENOVATIONS TO APPROXIMATELY 920SF OF SPACE CONSISTING OF A COMMERCIAL KITCHEN, MEETING/ACTIVITIES ROOM, TRUSTEES OFFICE, MISCELLANEOUS STORAGE CLOSETS AND HALLWAYS. DEMOLITION OF BRICK INFILL AT WINDOW OPENINGS, DEMOLITION OF EXISTING WINDOW UNITS AND REPLACEMENT WITH NEW DOUBLE GLAZED WOOD AWNING WINDOWS WITH SAFETY GLASS, AND INSTALLATION OF NEW HEAVY DUTY STEEL WIRE SECURITY GRILLES. INSTALLATION OF NEW STUD PARTITIONS, NEW DOORS, FRAMES & HARDWARE, FLOOR FINISHES, ACOUSTICAL CEILINGS, MISC. SPECIALTIES AND PAINT. ELECTRICAL WORK CONSISTS OF NEW BOOSTER FOR FIRE ALARM SYSTEM, ALL NEW/RELOCATED F.A. DEVICES, NEW LIGHTING AND POWER, EXIT SIGNS, EMERGENCY LIGHTING, ETC. AS REQUIRED BY NFPA AND NEC CODES, AND TELEPHONE/DATA OUTLETS. PLUMBING WORK CONSISTS OF NEW HOT AND COLD WATER PIPING TO SERVE NEW COMMERCIAL KITCHEN FIXTURES AND EQUIPMENT. SAWCUTTING AND TRENCHING WILL BE REQUIRED FOR CONNECTIONS TO EXISTING SANITARY LINES. THIS WORK IS NOTED AS PHASE ONE AND WILL BE PERFORMED ACCORDING TO A SCHEDULE PREPARED BY THE GENERAL CONTRACTOR AND APPROVED BY THE CLIENT.

1.2. CONTRACT. CONTRACT SHALL BE BETWEEN EBENEZER BAPTIST CHURCH AND THE GENERAL CONTRACTOR. AGREEMENT TO BE AIA FORM 101 1997 EDITION; CONTRACT FEE TO BE NEGOTIATED. A201- 1997 EDITION, GENERAL CONDITIONS OF THE CONTRACT, SHALL GOVERN THE AGREEMENT. 1.3. PROJECT SCHEDULE. THE CONSTRUCTION PROJECT SHALL BE COMPLETED, INCLUDING FINAL BUILDING AND FIRE INSPECTIONS AND SIGN-OFFS COMPLETED BY SEPTEMBER, 2009, FOR FULL OCCUPANCY ON SEPTEMBER 25, 2009.

THE CONTRACTOR SHALL PRODUCE A SCHEDULE WHICH SHALL IDENTIFY THE COMMENCEMENT AND COMPLETION OF WORK BY MAJOR TRADES AS WELL AS OVERALL COMMENCEMENT AND COMPLETION OF WORK, AND NOTES ALL COMPONENTS OF THE WORK BY MILESTONES IDENTIFYING THE DATES BY WHICH THEY MUST BE COMPLETED TO ENSURE THE OVERALL COMPLETION DATE. IT SHALL BE UPDATED WEEKLY AS THE WORK PROGRESSES. 1.4. PROJECT START UP AND PROGRESS REVIEW. A PRECONSTRUCTION COORDINATION MEETING SHALL BE HELD WITH ARCHITECT, CLIENT, GENERAL CONTRACTOR, AND ANY SUBS DEEMED APPROPRIATE BY G.C. THE G.C. SHALL PROVIDE AT THIS MEETING THE PROJECT SCHEDULE, SCHEDULE OF VALUES, AND PLAN FOR USE OF THE SITE. THE ARCHITECT AND CLIENT SHALL

Project Specifications

Ebenezer Baptist Church #2816

REVIEW AND APPROVE THE PROJECT SCHEDULE AND SCHEDULE OF VALUES. THEREAFTER, PERIODIC JOB MEETINGS SHALL BE HELD ON SITE. THE ARCHITECT SHALL FACILITATE AND RECORD SAME. 1.5. PAYMENT PROCEDURES. THE CLIENT SHALL RETAIN 5% OF THE VALUE OF THE WORK COVERED FROM EACH PROGRESS PAYMENT. AT SUBSTANTIAL COMPLETION THE G.C. MAY APPLY FOR RELEASE OF SAID RETAINAGE, BRINGING THE TOTAL VALUE OF PAYMENTS TO 100% LESS THE VALUE OF INCOMPLETE OR INCORRECT WORK, AND UNSETTLED CLAIMS. NO PAYMENT WILL BE MADE FOR MATERIALS OR EQUIPMENT STORED OFF SITE. APPLICATIONS FOR PAYMENT MAY BE MADE EVERY MONTH ON AIA FORM G702 AND G703. THEY SHALL BE REVIEWED BY THE ARCHITECT AND CERTIFIED TO THE CLIENT. PAYMENT SHALL BE MADE WITHIN TWENTY-ONE DAYS FOLLOWING THE ARCHITECT’S CERTIFICATION. 1.6. ALTERNATES. ALTERNATE #1 - PROVIDE PRICING FOR TRACO METAL CLAD WINDOW UNITS WITH KYNAR FINISH, OF THE SAME STYLE AS MARVIN/PELLA INDICATED IN DIVISION 8 1.7.

MODIFICATION OF CONTRACT. NO MODIFICATIONS IN THE CONTRACT SUM SHALL BE MADE WITHOUT PRIOR APPROVAL IN WRITING BY THE CLIENT AND THE ARCHITECT, USING AIA CHANGE ORDER FORM. THE G.C. SHALL BRING TO THE ATTENTION OF THE ARCHITECT AND CLIENT ANY UNFORESEEN CONDITIONS AS SOON AS POSSIBLE, WITH PROPOSED AMOUNT OF CONTRACT CHANGE ASSOCIATED. IT SHOULD INCLUDE AN EXPLANATION OF THE REASON FOR THE CHANGE, THE TIME ASSOCIATED WITH IT, AND THE COST OF SAME. DO NOT USE CHANGE ORDER FORM UNTIL SAME HAS BEEN APPROVED.

1.8.

PROJECT COMPLETION. SUBSTANTIAL COMPLETION IS DEFINED AS THE TIME WHEN THE SPACE IS ACCEPTED BY THE CLIENT AS READY FOR OCCUPANCY, WITH A CERTIFICATE OF OCCUPANCY FROM THE BUILDING DEPARTMENT SECURED BY THE G.C. AND A CERTIFICATE OF SUBSTANTIAL COMPLETION SIGNED BY THE ARCHITECT. AFTER FINAL INSPECTION BY ALL AUTHORITIES WITH JURISDICTION, G.C. MAY REQUEST AN INSPECTION BY ARCHITECT FOR SUBSTANTIAL COMPLETION, AT WHICH TIME G.C. SHALL PROVIDE A PUNCH LIST OF INCOMPLETE WORK. THE ARCHITECT WILL REVIEW SAME AND RELEASE A PUNCH LIST WITH THE CERTIFICATE OF SUBSTANTIAL COMPLETION, WHICH SHALL DETERMINE THE AMOUNT OF MONEY TO BE RETAINED BY THE CLIENT UNTIL COMPLETION OF ALL SAID WORK. G.C. AT SUBSTANTIAL COMPLETION INSPECTION OR BEFORE, SHALL PROVIDE WARRANTIES AND MAINTENANCE MANUALS FROM ALL SUBCONTRACTORS. G.C. SHALL ALSO PROVIDE AN AFFIDAVIT OF RELEASE OF LIENS. FINAL COMPLETION SHALL BE DETERMINED AS THAT TIME WHEN THE INCOMPLETE AND INCORRECT WORK HAS BEEN COMPLETED, G.C. HAS SUBMITTED, AND ARCHITECT HAS CERTIFIED THE FINAL APPLICATION FOR PAYMENT.

1.9

WARRANTY. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL WARRANT ALL MATERIALS AND LABOR FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR BEGINNING AT SUBSTANTIAL COMPLETION. SHOULD ANY TRADE’S WORK EXTEND PAST THE DATE OF GENERAL SUBSTANTIAL COMPLETION, THE WARRANTY FOR THAT PORTION OF THE WORK SHALL BEGIN UPON COMPLETION OF THAT TRADE’S WORK.

1.10 EXISTING CONDITIONS. THE DRAWINGS HAVE BEEN COMPILED FROM THE BEST AVAILABLE INFORMATION AND ARE NOT INTENDED TO LIMIT THE SCOPE OF WORK. THE CONTRACTOR MAY ENCOUNTER HIDDEN OR UNCOVERED CONDITIONS, NOT SHOWN IN THIS CONTRACT SET. Studio G Architects, Inc. 6/23/2009

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Project Specifications

Ebenezer Baptist Church #2816

G.C. AND SUBS ARE RESPONSIBLE FOR VERIFYING THE EXISTING CONDITIONS AND EXACT LOCATIONS OF HVAC, ELECTRICAL, AND PLUMBING EQUIPMENT AND RUNS. 1.11 CODES. CONTRACTORS SHALL COMPLY WITH ALL APPLICABLE PORTIONS OF THE MASSACHUSETTS BUILDING, ELECTRICAL AND PLUMBING CODES, THE NATIONAL ELECTRICAL CODE, THE NATIONAL FIRE PROTECTION ASSOCIATION REGULATIONS, AND ANY OTHER CODES AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION, WHICH ARE IN EFFECT. SUBMIT COPIES OF ANY INSPECTION REPORTS AND OTHER SIMILAR COMMUNICATIONS TO CLIENT AND ARCHITECT. 1.12 PERMITS. APPLICATION FOR A BUILDING PERMIT WILL BE FILED BY THE OWNER’S REPRESENTATIVE AND PICKED UP AND PAID FOR BY THE GENERAL CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND PAYING FOR ANY OTHER REQUIRED PERMITS, ALL INSPECTIONS AND APPROVALS REQUIRED FOR COMPLETION OF CONSTRUCTION. 1.13 DEFINITIONS. NOTE THAT ALL ITEMS ARE NEW AND ARE PART OF THE CONSTRUCTION PROJECT UNLESS NOTED AS EXISTING OR NIC. UNLESS OTHERWISE NOTED: “FURNISH” MEANS TO PURCHASE AND DELIVER FOR USE IN THE PROJECT; “PROVIDE” MEANS TO FURNISH AND INSTALL ITEM INDICATED; “INSTALL” INDICATES THE SAME UNLESS NOTED AS FURNISHED BY CLIENT. “DEMOLITION” INDICATES THE DEMOLITION, REMOVAL AND DISPOSAL OF ITEMS UNLESS SPECIFIED TO BE SAVED AND REUSED. “SALVAGE” MEANS TO REMOVE, STORE SO AS NOT TO BE DAMAGED, FOR FUTURE USE. 1.14 FURNISHINGS AND EQUIPMENT FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. ALL KITCHEN EQUIPMENT AND FIXTURES, EXCEPT THE GREASE INTERCEPTOR, WILL BE FURNISHED BY OWNER AND INSTALLED BY THE GC. EQUIPMENT NOTED AS FURNISHED BY OWNER SHALL BE UNCRATED AND INSTALLED BY CONTRACTOR, INCLUDING ALL HOOKUPS TO POWER OR PLUMBING. 1.15 DISPOSAL OF DEBRIS. G.C. IS RESPONSIBLE FOR LEGAL DISPOSAL OFF-SITE OF ALL DEBRIS GENERATED BY CONSTRUCTION FORCES, INLCUDING PERMITS AND FEES FOR SAID DISPOSAL. G.C. IS RESPONSIBLE FOR MEETING MASS. REGULATIONS REGARDING RECYCLING OF CONSTRUCTION WASTE. G.C. TO ENSURE THAT DUMPSTER IS CLOSED AND SECURED AT NIGHT AND THE AREA AROUND IT IS KEPT CLEAN. 1.16 CLEANING. G.C. IS TO LEAVE THE WORK SITE PROFESSIONALLY CLEANED AT SUBSTANTIAL COMPLETION OF PROJECT, READY FOR OCCUPANCY. 1.17 SUBMITTALS. GC IS RESPONSIBLE FOR DELIVERING SUBMITTALS TO THE ARCHITECT FOR REVIEW PRIOR TO MATERIAL DELIVERY TO SITE. GC SHOULD NOTIFY ARCHITECT IMMEDIATELY OF INTENDED SUBSTITUTIONS. SUBSTITUTIONS SHALL NOT BE ALLOWED WITHOUT APPROVAL OF ARCHITECT AND CLIENT. CONTRACTOR SHALL NOT PROCEED WITH ANY WORK FOR WHICH A SUBMITTAL IS REQUIRED UNTIL SAME IS RETURNED WITH ARCHITECT’S APPROVAL. CONTRACTOR SHALL PROVIDE 4 COPIES OF ALL SUBMITTALS TO ARCHITECT. ARCHITECT SHALL REVIEW AND RETURN SUBMITTALS WITHIN 10 DAYS OF RECEIPT. SUBMITTALS WILL BE REQUIRED FOR: ALL CASEWORK, STOCK CABINETS, DOORS, WINDOWS, HARDWARE, SEALANTS, FINISHES, LIGHT FIXTURES, RECEPTACLES, WIRING, PLUMBING FIXTURES AND PIPING AND FAUCETS, HEATING Studio G Architects, Inc. 6/23/2009

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Project Specifications

Ebenezer Baptist Church #2816

EQUIPMENT, DUCTWORK, PIPING AND CONTROLS, AND FIRE ALARM DEVICES, PANELS, ETC. 1.18 LEAD TIME. GC SHALL DETERMINE IMMEDIATELY THE LEAD TIME ON ALL FIXTURES, FINISHES, ETC. AND SO INFORM ARCHITECT, AND SHALL ORDER ALL ITEMS IN A TIMELY FASHION IN ORDER TO ENSURE THAT THE PROJECT IS NOT DELAYED. ARCHITECT SHALL PROVIDE COLOR SELECTION FOR ALL RELEVANT MATERIALS WITHIN TWO WEEKS AFTER RECEIPT OF SUBMITTALS FOR ALL COLORRELATED FINISHES OR NOTIFICATION THAT FINISHES WILL BE THOSE SPECIFIED HEREIN. 2.0

SELECTIVE DEMOLITION, SITE WORK AND UTILITIES WORK

2.1

HAZARDOUS MATERIALS. THE PRESENCE OF HAZARDOUS MATERIALS IS NOT ANTICIPATED. IF IN THE COURSE OF WORK THERE IS REASONABLE SUSPICION OF THEIR PRESENCE, GC SHALL NOTIFY THE ARCHITECT AND OWNER’S REPRESENTATIVE WHO WILL ARRANGE FOR TESTING BY AN APPROPRIATE LICENSED CONTRACTOR. DEMOLITION INCLUDES SELECTIVE SAWCUTTING OF CONCRETE SLAB FOR PLUMBING CONNECTIONS, SELECTIVE REMOVAL OF INTERIOR PARTITIONS, DOORS, ACOUSTICAL CEILING TILES, STAGE AND SELECTED STAIRS. DEMOLITION SHALL BE PERFORMED & ALL DEMOLISHED MATERIALS SHALL BE COLLECTED AND REMOVED FROM THE SITE ACCORDING TO LOCAL AND STATE REQUIREMENTS. ALL ITEMS NOTED AS EXISTING TO REMAIN ARE TO BE PROTECTED DURING CONSTRUCTION.

2.2

3.0 CONCRETE 3.1

PATCH AND REPAIR CONCRETE SLAB TO SMOOTH FINISH AT CUT AREAS, TYPICAL.

4.0

MASONRY

4.1

REMOVE BRICK INFILL AT EXISITING WINDOW OPENINGS FOR NEW WINDOW UNITS.

5.0 METALS 5.1

MISC. METALS. PROVIDE MISC. METALS AS NEEDED FOR COMPLETE CONSTRUCTION OF DESIGN AS SHOWN IN DOCUMENTS.

6.0 WOOD & PLASTIC 6.1

WOOD SLEEPERS. WOOD SLEEPERS AT RAISED FLOOR ARE TO BE 2X4 PRESSURE TREATED LUMBER.

6.2

COUNTERS AND CUSTOM CASEWORK. MATERIAL FOR COUNTERS, DOOR TRIMS, ETC. ARE TO BE AS SHOWN IN INTERIOR ELEVATIONS AND DETAILS. TYPICAL EXPOSED PLYWOOD FOR CLEAR FINISH SHALL BE BIRCH VENEER, MIN. ¾” THICK, WITH 1X BIRCH NOSING WITH EASED EDGE; EDGE BANDING ACCEPTABLE WHERE INDICATED IN INTERIOR ELEVATION AND/OR DETAIL. ALL EXTERIOR CORNERS OF ALL COUNTER SURFACES SHALL HAVE 1.5” RADIUS UNLESS OTHERWISE NOTED ON DRAWINGS. OUTSIDE CORNERS OF ANY CASEWORK SHOULD HAVE MIN. 1/4-INCH RADIUS, AND ALL EDGES ARE TO BE EASED AT LEAST 1/16”.

Studio G Architects, Inc. 6/23/2009

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Project Specifications

Ebenezer Baptist Church #2816

6.2

PARTICLEBOARD. ALL PARTICLE BOARD TO BE SKYBLEND BY ROSEBURG FOREST PRODUCTS OR EQUAL. ¾” BOARD SHALL BE UREA FORMALDEHYDE FREE PARTICLEBOARD. SUBMITTAL REQUIRED.

6.3

STOCK CABINETS. WOOD CABINETS TO BE MANDOLAY BIRCH SERIES BY KRAFTMAID, OR MODERNO SERIES, BY ARMSTRONG. PROVIDE BIRCH SPECIES, NATURAL FINISH AND SOLID RAISED PANEL DOORS. AT KITCHEN, PROVIDE THERMOFOIL CABINETS WITH RAISED PANEL DOORS, FINISH TO BE SELECTED BY ARCHITECT. SEE INTERIOR ELEVATIONS FOR SIZES & TYPES. CATCHES TO BE H.D. MAGNETIC 5 LB PULL. INSTALL CABINET BOXES & DOORS PLUMB AND LEVEL; IF NECESSARY, SCRIBE CABINET TO WALL, CAULK AT JOINTS W/ DISSIMILAR MATERIALS. CLEAN ALL SURFACES IN & OUT. DOOR PULLS SHALL BE SELECTED BY ARCHITECT, ASSUME $2 PER PULL.

6.4

CLEAR FINISH WOOD TRIM. ALL RUNNING TRIM SUCH AS COUNTERTOP NOSINGS, NOTED FOR CLEAR FINISH SHALL BE SELECT BIRCH HARDWOOD, KNOT FREE. IF BIRCH IS UNAVAILABLE, MAPLE WILL BE ACCEPTED BUT REQUIRES A SAMPLE TO BE SUBMITTED.

6.6

STAIN FINISH FOR WOOD TRIM. PROVIDE TRANSPARENT STAIN WITH POLYURETHANE FINISH AT ALL DOOR AND WINDOW TRIMS, TYP. MINIMUM 3 COATS. STAIN COLOR TO BE SELECTED BY ARCHITECT.

6.7

CLEAR FINISH WOOD. WHERE CLEAR FINISHED WOOD IS INDICATED AND PLYWOOD IS TO BE USED, PROVIDE BIRCH VENEER, CLEAR FINISH.

6.8

PLYWOOD FOR RAISED FLOOR. PROVIDE EXTERIOR GRADE PLYWOOD TYPICAL. PROVIDE “A” FINISH AT LOCATIONS TO RECEIVE CORK FLOORING; PROVIDE “B” FINISH AT CERAMIC TILE.

6.9

PLYWOOD FOR PAINT FINISH. SHALL HAVE “A” FINISH WHERE EXPOSED; “C” FINISH ACCEPTABLE AT UNEXPOSED LOCATIONS.

6.10 BLOCKING. PROVIDE WOOD BLOCKING WHERE BLOCKING IS INDICATED ON DRAWINGS AND/OR AS REQUIRED FOR SUPPORT OF ALL CABINETS, FIXTURES, AND ANY OTHER WALL OR CEILING MOUNTED ITEMS. 6.11 SUBMITTALS: SHOP DRAWINGS WILL BE REQUIRED FOR ALL STOCK CABINETS, AND CUSTOM COUNTERTOPS AND CASEWORK, WITH FIELD-VERIFIED DIMENSIONS. 7.0

THERMAL AND MOISTURE PROTECTION

7.1 PROVIDE SEALANT BETWEEN ALL DISSIMILAR MATERIALS, BETWEEN WALLBASE & FLOOR FINISH AND WHERE DIFFERENTIAL MOVEMENT MAY OCCUR. SEALANT TO BE OF APPROPRIATE TYPE FOR SUBSURFACE. JOINTS TO BE SEALED INCLUDE BUT ARE NOT LIMITED TO: COUNTERTOP/GWB PARTITION, BETWEEN WOOD TRIM AND GWB IF JOINT IS GREATER THAN 1/16”, BETWEEN CERAMIC FLOOR TILE AND CERAMIC WALL TILE, BETWEEN WINDOW/DOOR FRAMES AND GWB PARTITION. 7.2 WHERE USED AGAINST TWO PAINTED SURFACES, SEALANT SHOULD BE PAINTABLE TYPE. ALL SEALANTS SHOULD BE NON-YELLOWING TYPE. USE MILDEW-RESISTANT SILICONE SEALANT FORMULATED WITH FUNGICIDE AT KITCHEN AND NON-POROUS SURFACES, TYPICAL. WHERE NO OTHER TYPE OF SEALANT IS INDICATED, USE ACRYLIC EMULSION LATEX SEALANT. Studio G Architects, Inc. 6/23/2009

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Project Specifications

Ebenezer Baptist Church #2816

7.3 FIBERGLASS BATT INSULATION SHALL BE UNFACED. INSULATION SHALL BE BY OWENS-CORNING, MANVILLE OR CERTAINTEED CORPORATION OR EQUAL. ACOUSTIC BATT INSULATION TO BE MIN 3”.

7.4 SEALANTS APPLICATION: PROVIDE BACKER RODS, WHERE REQUIRED, TOOL JOINTS TO PROVIDE CONCAVE JOINT CONFIGURATION.

8.0 DOORS & WINDOWS 8.1

EXTERIOR WINDOWS . NEW EXTERIOR WINDOWS SHALL BE DOUBLE GLAZED WOOD-ALUMINUM CLAD AWNING REPLACEMENT UNITS WITH SAFETY GLASS. WINDOW UNITS TO BE 4 DIVIDED LITES, BY MARVIN WINDOWS OR PELLA PROLINE SERIES. PROVIDE METAL WINDOW SECURITY GUARDS BY AVANT GUARD MANUFACTURING OR EQUAL. STYLE/DESIGN TO BE SELECTED BY ARCHITECT.

8.2

INTERIOR DOORS. TYPICAL INTERIOR DOORS TO BE BIRCH SOLID CORE RAISED 5-PANEL DOORS. PROVIDE FLUSH WOOD DOORS AT STORAGE CLOSETS AS INDICATED IN DOOR SCHEDULE AND INTERIOR ELEVATIONS. DOORS TO BE STAINED AND POLYURETHANE FINISHED. STAIN COLOR TO BE SELECTED BY ARCHITECT. PROVIDE POCKET DOOR FRAME KITS WHERE POCKET DOORS ARE INDICATED ON DRAWINGS.

8.3

UNDERCUTS. INTERIOR DOORS TO BE UNDERCUT 1” TYPICAL.

8.4

CASINGS. CASINGS FOR DOORS, SIDELIGHTS TO BE WOOD 1X WITH 2” SIGHTLINE.

8.5

GLAZING. PROVIDE ¼” TEMPERED INSULATED GLASS UNITS TYPICAL AT ALL INTERIOR DOOR SIDELIGHTS. PROVIDE 1” INSULATED GLASS UNITS TYP AT EXTERIOR WINDOWS.

8.6

LATCH AND LOCKSETS. HARDWARE SETS FOR INTERIOR DOORS TO BE SCHLAGE OR EQUAL, ALSERIES, NEPTUNE DESIGN W/ LOCKSETS OR LATCHSETS, AS SPECIFIED IN HARDWARE SCHEDULE AT THE END OF THIS SECTION.

8.7

HINGES. FURNISH AND INSTALL 1 1/2 PAIR OF FIVE-KNUCKLE, FLUSH-BARREL BUTT HINGES TYPICAL EACH INTERIOR DOOR. USE HEAVY WEIGHT HINGES, FULL MORTISE UNLESS OTHERWISE SPECIFIED, BY STANLEY OR EQ. SIZE TO BE 4 1/2” X 4 1/2”.

8.8

FINGER GUARD. THIS SECTION DELETED.

8.9

KICKPLATES. TO BE PLEXIGLASS, BEVELED EDGE. SIZE AS NOTED ON DOOR SCHEDULE.

8.10 SURFACE MOUNTED DOOR CLOSERS. TO BE BY NORTON DOOR CONTROLS DIVISION/YALE SECURITY OR LCN CLOSERS DIVISION/SCHLAGE LOCK. PROVIDE HINGE (PULL SIDE) MOUNT CLOSERS, TYPICAL, DARK BRONZE FINISH 8.11 DOOR STOPS. TO BE FLOOR-MOUNTED TYPE, TYPICAL #443 ROCKWOOD MANUFACTURING, INC. OR EQUAL; ARCHITECT APPROVAL REQUIRED FOR WALL-MOUNTED STOPS, #410 Studio G Architects, Inc. 6/23/2009

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Project Specifications

Ebenezer Baptist Church #2816

ROCKWOOD MANUFACTURING. RESILIENT BUMPERS TO BE GREY. 8.12 LOCK CYLINDERS. TO BE MIN. 5 PIN TUMBLER, INTERCHANGEABLE CORE INSERT TYPE, BY SCHLAGE OR EQUAL. 8.13 KEYS. TO BE NICKEL SILVER, MASTER KEY SYSTEM, PROVIDE 5 MASTER KEYS AND 3 OF EACH OTHER KEY. GC WILL COORDINATE WITH OWNER ON KEYING SYSTEM. 8.14 HARDWARE MOUNTING HEIGHTS. ALL HARDWARE TO BE INSTALLED IN CORRECT LOCATIONS, PLUMB AND LEVEL. MOUNTING HEIGHTS MUST MEET ADA AND MAAB REQUIREMENTS AND SHALL BE REVIEWED WITH ARCHITECT PRIOR TO PREPARATION. 8.15 HARDWARE -- GENERAL. PROVIDE ALL ITEMS OF A SINGLE TYPE FROM A SINGLE MANUFACTURER. HARDWARE TO BE SATIN CHROME. ALL HARDWARE MUST MEET ADA REQUIREMENTS. 8.16 MANUAL FLUSH BOLTS. IVES MODEL AS SPECIFIED BELOW. 8.17 HARDWARE SETS. (NOTIFY ARCHITECT IF THERE ARE COORDINATION ISSUES WITH INSTALLING THE HARDWARE SETS SPECIFIED ON EXISTING DOORS AND FRAMES TO REMAIN): SET 1 MEETING/ACTIVITIES ROOM – DOORS B03.1, B03.3 HINGES: 1 ½ PAIR ENTRANCE/OFFICE LOCK AL SERIES ANSI F82 KICKPLATE- EACH FACE SET 1A OFFICE & KITCHEN – DOORS B01.1, B05.1 HINGES: 1 ½ PAIR ENTRANCE/OFFICE LOCK AL SERIES ANSI F82 DOOR CLOSER: LCN 4040, WITH HOLD-OPEN OPTION AT DOOR B01.1 ONLY. KICKPLATE- EACH FACE SET 2 PASSAGE SET DOORS – DOORS B03.6, B05.2 HINGES: 1 ½ PAIR PASSAGE SET: AL SERIES ANSI F75 KICKPLATE- EACH FACE SET 3 POCKET DOORS – DOORS B02.1, B03.5, B03.4, B04.1 HINGES: 1 ½ PAIR HEAVY DUTY HANGER BY STANLEY OR EQUAL LOCKSET: ADAMS RITE 4431 KICKPLATE- EXTERIOR FACE SET 3A POCKET DOORS (DOUBLE DOORS) – B03.2 HEAVY DUTY HANGER BY STANLEY OR EQUAL LOCKSET: ADAMS RITE 4431 DUMMY SET: ADAMS RITE 4432 KICKPLATE- EACH FACE Studio G Architects, Inc. 6/23/2009

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Project Specifications

Ebenezer Baptist Church #2816

SET 4 STOREROOM LOCK – DOORS B01.2 HINGES: 1 ½ PAIR HEAVY DUTY HANGER BY STANLEY OR EQUAL DOOR PULL: STANLEY SP482 NO. 3 6 ½” X 1 ¾” 2C FINISH STOREROOM LOCK AL SERIES ANSI F86 KICKPLATE AT EXTERIOR FACE 8.18 SUBMITTALS. PROVIDE DOOR, WINDOW AND HARDWARE SCHEDULES SHOWING ALL DOORS, SEPARATE KEYING SCHEDULE, AND MANUFACTURER’S DATA FOR ARCHITECT’S REVIEW OF ALL DOOR, WINDOW AND HARDWARE TYPES. SHOW DOOR AND WINDOW ELEVATIONS WITH DIMENSIONS FOR GLAZING. 9.0 FINISHES 9.1

ACOUSTICAL CEILING. ALL ACOUSTICAL CEILING TILES AND GRID SYSTEM IS BY ARMSTRONG. GRID SYSTEM FOR ACOUSTICAL CEILING TILE (A.C.T.) TO BE 15/16" PRELUDE EXPOSED TEE GRID, AND ACOUSTICAL CEILING TILE TO BE 2’X2’ DUNE ANGLED TEGULAR, FINE TEXTURE WHITE TILE ITEM #1774, TYPICAL EVERYWHERE EXCEPT AT KITCHEN, WHICH IS TO BE 2’ X 2’ CLEAN ROOM VL UNPERFORATED, ITEM #868. TILES SHOULD BE CENTERED IN ROOM, UNLESS NOTED OTHERWISE ON DRAWINGS. ALL GRIDS SHALL BE FIT TIGHT TO SIDEWALLS; NO CUT PIECES LESS THAN 4”.

REVIEW INSTALLED GRID WITH ARCHITECT BEFORE TILE INSTALLATION. ALL TILES SHALL BE LAID COMPLETELY FLAT IN THE GRID. PROVIDE OPEN BOXES OF EACH PRODUCT TO TENANT AS MAINTENANCE STOCK.

9.2

GYPSUM WALLBOARD. TO BE 5/8" THICK. PROVIDE MOISTURE RESISTANT (MR) GWB AT ALL LOCATIONS. ALL JOINTS TO BE TIGHT, FLUSH AND STRAIGHT. WALLS AT ALL CORNERS MUST BE 90 DEGREES. PROVIDE BULLNOSED CORNER BEADS AT OUTSIDE CORNERS TYP. PROVIDE LEVEL 4 FINISH. TAPE JOINTS TO BE WELL SANDED AND INVISIBLE AFTER THE PRIMER COAT OF PAINT. WHERE NEW INFILL IS TO CONTINUE EXISTING, G.C. TO ENSURE THAT THE JOINT IS SMOOTH, FLUSH AND INVISIBLE WHEN COMPLETED.

9.3

METAL STUDS. TO BE USED AT 16" O.C. TYPICAL FOR ALL NON-BEARING INTERIOR PARTITIONS. PROVIDE 3 5/8” – 18 GAUGE METAL STUDS FOR INTERIOR PARTITIONS AND 2 ½” – 18 GAUGE AT PERIMETER WALLS, TYPICAL. PROVIDE BLOCKING MID-HEIGHT AS REQUIRED.

9.4

SOLID COUNTERTOPS. SOLID COUNTER TO BE EPOXY RESIN BY BLAIR COMPANY OR EQUAL; OR SOAPSTONE COUNTER BY GREEN MOUNTAIN SOAPSTONE COMPANY, OR EQUAL. PROVIDE WHICHEVER COUNTER IS LESS EXPENSIVE. INSTALL PER MANUFACTURER RECOMMENDATION. ARCHITECT TO SELECT COLOR.

9.5

FLOOR PREPARATION. EXISTING CONCRETE SLAB TO BE PREPARED TO PROVIDE SMOOTH, FLUSH AND LEVEL SUBSTRATE FOR NEW FLOOR FINISHES. PROVIDE SELF-LEVELING FLOOR MATERIAL AS NECESSARY TO PROVIDE A SMOOTH AND LEVEL SUBSTRATE FOR INSTALLING RAISED FLOOR ASSEMBLY. PROVIDE SELF-LEVELING FLOOR MATERIAL AS NECESSARY TO PROVIDE A SMOOTH AND LEVEL SUBSTRATE FOR INSTALLING FINISH FLOORING.

Studio G Architects, Inc. 6/23/2009

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Project Specifications

Ebenezer Baptist Church #2816

9.6

CERAMIC TILE. ALL CERAMIC TILE IS FURNISHED BY OWNER AND INSTALLED BY GC. FLOOR TILES ARE 12” X 12” UNGLAZED AND WALL BASE IS 3”+ X 12” UNGLAZED BY DALTILE; LOCATIONS PER DRAWINGS. PROVIDE THIN SET FLOOR TILE APPLICATION; SETTING MATERIALS TO BE WATER CLEANABLE, TILE SETTING EPOXY ADHESIVE; USE LAT EPOXY 210 BY LATICRETE OR APPROVED EQUAL.

9.7

GROUT. GROUTING MATERIAL TO BE CHEMICAL RESISTANT EPOXY GROUT BY LATICRETE OR APPROVED EQUAL. COLOR TO BE AS SELECTED BY ARCHITECT FROM FULL RANGE OF MANUFACTURER’S COLORS. USE TILE CLEANER RECOMMENDED BY THE TILE AND GROUT MANUFACTURERS. PROVIDE SEALANT FILLED JOINTS AT PERIMETER OF FLOOR, TYPICAL; IN COLOR TO MATCH GROUT. MAKE JOINTS UNIFORM THROUGHOUT INSTALLATION. FILL AND SEAL ALL FLOOR TILES TO PREVENT STAINING, WITH ONE OF THE FOLLOWING PRODUCTS: WATCO, A DIVISION OF MINWAX CO; AQUA MIX INC; SLX 100 WATER AND STAIN REPELLENT BY PROSOCO.

9.8

CORK TILE FLOORING TO BE 12” 12” x 5/16” TILES, CLASSIC CORK SERIES BY CERES CORK FLOORING PRODUCTS OR EQUAL. PROVIDE SUBSTRATE AND INSTALL FLOORING PER MANUFACTURER RECOMMENDATIONS. FINISH TO BE SELECTED BY ARCHITECT.

9.9

RUBBER BASE: PROVIDE 4" RUBBER BASE AT CLOSETS: STRAIGHT BASE ALL LOCATIONS. BASE TO BE 1/8" THICK, 4' STRIPS, BY JOHNSONITE, MERCER, OR EQUAL. COLOR TO BE SELECTED BY ARCHITECT. PROVIDE OPEN BOXES TO TENANT AS MAINTENANCE STOCK.

9.10 PAINT: A. MRGWB WALLS: 1 COAT BENJAMIN MOORE PRISTINE ECO SPEC INTERIOR LATEX PRIMER SEALER TYPICAL AT ALL SURFACES. 2 FINISH COATS OF BENJAMIN MOORE PRISTINE ECO SPEC INTERIOR LATEX EGGSHELL ENAMEL AT ALL SURFACES. UP TO THREE FINISH COLORS AT EACH AREA, TO BE SELECTED BY ARCHITECT. B. WOOD, CLEAR FINISH: THREE COATS BENWOOD "STAYS CLEAR" ACRYLIC POLYURETHANE LOW LUSTRE 423.

C. PAINTED METALS: MOORE'S IRONCLAD RETARDEX RUST INHIBITIVE 162 PRIMER FOR NONFACTORY PRIMED METALS. TWO FINISH COATS OF BEN MOORE IMPERVEX ENAMEL 309. UP TO TWO COLORS SELECTED BY ARCHITECT. D. KITCHEN & BEHIND SINKS: 1 COAT BENJAMIN MOORE PRISTINE ECO SPEC INTERIOR LATEX PRIMER SEALER TYPICAL. 2 FINISH COATS OF MOORECRAFT SUPER SPEC ACRYLIC EPOXY COATING 256.

E. UP TO THREE FINISH COLORS AT EACH AREA, TO BE SELECTED BY ARCHITECT. F. PAINT ANY EXPOSED DUCTWORK, CONDUIT, PIPING, ETC. 10.0 SPECIALTIES 10.1 FIRE EXTINGUISHERS. EXISTING WALL MOUNTED FIRE EXTINGUISHER IN KITCHEN IS TO BE RELOCATED AS NOTED IN DRAWINGS. IF NOT IN GOOD WORKING CONDITION, PROVIDE NEW FIRE EXTINGUISHER PER NFPA REQUIREMENTS. FIRE EXTINGUISHER SHALL BE 10 LBS MP SERIES MULTI-PURPOSE DRY CHEMICAL BY LARSEN’S OR EQUAL. 10.2 WIRE SHELVING. SHELVING AT STORAGE CLOSETS TO BE VINYL WRAPPED WIRE SHELVES WITH ALL ENDS FULLY FINISHED OR CAPPED. Studio G Architects, Inc. 6/23/2009

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Project Specifications

Ebenezer Baptist Church #2816

@ ALL STORAGE CLOSETS: 24” DEEP, FIXED MOUNT (5 SHELVES TOTAL, WITH TOP SHELF @ 84” AFF, 18” SPACING BETWEEN SHELVES). SEE DRAWINGS FOR LOCATIONS. 10.3 ACCESS PANELS. GC SHALL PROVIDE 24” X 24” METAL ACCESS PANELS AT SUMP PUMP AND GREASE INTERCEPTOR PITS BY ACUDOR MODEL # FT-8080. INSTALL PER MANUFACTURER INSTRUCTIONS. PROVIDE ADDITIONAL ACCESS PANELS WHEREVER REQUIRED BY PIPING, DUCTWORK, ETC. ACCESS PANELS AT WALLS SHALL BE FLUSH, PRIMED UNITS. ACCESS PANELS AT CERAMIC FLOORS SHALL BE RECESSED TO RECEIVE CERAMIC TILE. OTHER FLOOR ACCESS PANELS WHERE VISIBLE SHALL BE OF A TYPE TO RECEIVE SCHEDULED FLOOR FINISH.

11 EQUIPMENT 11.0 KITCHEN EQUIPMENT. ALL KITCHEN EQUIPMENT AND FIXTURES, EXCEPT THE GREASE INTERCEPTOR ARE TO BE FURNISHED BY OWNER AND INSTALLED BY GC. APPLIANCES TO BE COMMERCIAL TYPE UNLESS OTHERWISE NOTED; PLUMB FOR COMMERCIAL DISHWASHER WITH INTEGRAL BOOSTER HEATER FROM 110 TO 180 DEGREES, 3-BOWL SINK AND GREASE INTERCEPTOR. PROVIDE GAS CONNECTIONS FOR RESIDENTIAL RANGES AND PROVIDE RANGE HOOD DUCT VENT AS REQUIRED. GC RESPONSIBLE, WITH SUBS, TO PROVIDE POWER, ELECTRICAL AND PLUMBING CONNECTIONS PER MANUFACTURER’S RECOMMENDATIONS. EQUIPMENT IS AS FOLLOWS: • • •

• • • • • • •

29.5”W X 35”D X 78” H STAINLESS STEEL COMMERCIAL WARMING CABINET. 22”W X 20”D X 14”H S. S. UNDERCOUNTER COMMERCIAL MICROWAVE. (2)36” WIDE STAINLESS STEEL 4-BURNER RESIDENTIAL RANGE BY THERMADOR OR EQUAL WITH (2) 36” WIDE STAINLESS STEEL RESIDENTIAL “SILENT SERIES” RANGE HOOD ABOVE BY THERMADOR OR EQUAL. 27”W X 31”D X 78”H STAINLESS STEEL COMMERCIAL REACH-IN FREEZER BY TURBO AIR OR EQUAL. OWNER SUPPLIED 27”W X 31”D X 78” H STAINLESS STEEL COMMERCIAL REACH-IN REFRIGERATOR BY TURBO AIR OR EQUAL. STAINLESS STEEL COUNTERS. STAINLESS STEEL COMMERCIAL GARBAGE DISPOSAL BY IN-SINK-ERATOR. 24”W X 15” D STAINLESS STEEL COMMERCIAL ROLLING CART. 90”W X 12”D STAINLESS STEEL WALL SHELVES. STAINLESS STEEL COMMERCIAL UTENSIL/POT HANGING RACK.

15. PLUMBING AND MECHANICAL 15.0 MECHANICAL 15.1 THIS IS A DESIGN/BUILD PROJECT. ALL WORK SHALL BE PER THE MASS. ENERGY CODE AND THE REQUIREMENTS OF THE MASS. BUILDING CODE AND OTHER GOVERNING MUNICIPALITIES. SUBCONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED PERMITS AND FEES FOR THIS SCOPE OF WORK. PROVIDE A ONE YEAR WRITTEN WARRANTY UPON COMPLETION OF THE PROJECT, AND MARK-UP OF CONSTRUCTION DRAWINGS SHOWING ACTUAL LOCATION OF WORK. SUB IS RESPONSIBLE FOR PROVIDING ALL ITEMS, INCLUDING EQUIPMENT, FANS, DUCTS, INSULATION, ETC. WHICH ARE GENERALLY A PART OF THE HEATING SCOPE OF WORK, EXCEPT ITEMS SPECIFICALLY CALLED OUT IN OTHER SECTIONS OF THIS SPECIFICATION. THE MECH Studio G Architects, Inc. 6/23/2009

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Project Specifications

Ebenezer Baptist Church #2816

SUBCONTRACTOR IS RESPONSIBLE FOR A COMPLETE AND FUNCTIONAL INSTALLATION, AND TO PROVIDE ALL DOCUMENTATION REQUIRED BY LOCAL INSPECTOR FOR A PERMIT AND FOR A CERTIFICATE OF OCCUPANCY. SCOPE OF WORK SHALL BE AS FOLLOWS: 1. DEMOLITION OF EXISTING SYSTEMS AS REQUIRED. 2. EXHAUST DUCTWORK AND WALL CAP FOR NEW RESIDENTIAL TYPE STOVES. PROVIDE AND INSTALL NEW FLEXIBLE EXHAUST DUCTWORK FOR NEW RANGE HOODS; RUN SAME IN CEILING SPACE, VENTED THROUGH INFILLED WINDOW OPENING TO THE EXTERIOR, AS SHOWN IN DRAWINGS, WITH ELECTRICAL CONNECTION BY ELECTRICAL SUB. COORDINATE FOR COMPLETE INSTALLATION. 3. MODIFY EXISTING BASEBOARD PIPING AND INSTALL NEW BASEBOARD FOR TRUSTEES OFFICE AND MEETING/ACTIVITIES ROOM. PROVIDE SUBMITTAL, COLOR SELECTION BY ARCHITECT. 4. AT KITCHEN PROVIDE 8,000 BTH BEACON MORRIS WALL HEATER AND PIPE WITH BYPASS NOT TO RESTRICT THE MAIN LOOP.

15.0 PLUMBING 15.2 THIS IS A DESIGN/BUILD PROJECT. THE PLUMBING SUBCONTRACTOR SHALL PROVIDE AND INSTALL ALL ITEMS REASONABLY INFERRED FROM THE DOCUMENTS WHICH ARE GENERALLY A PART OF THE PLUMBING SCOPE OF WORK, INCLUDING ALL PIPES, FLANGES, FITTINGS, VALVES, INSULATION ETC. ALL WORK SHALL BE PER THE MASS. PLUMBING CODE AND THE REQUIREMENTS OF THE MUNICIPALITY. SUBCONTRACTOR IS RESP. FOR ALL REQUIRED PERMITS AND FEES FOR THIS SCOPE OF WORK. PROVIDE A ONE YEAR WRITTEN WARRANTY UPON COMPLETION OF THE PROJECT, AND MARK-UP OF CONSTRUCTION DRAWINGS SHOWING ACTUAL LOCATION OF NEW WORK. ANY PLUMBING WORK SHOWN AND SPECIFIED IS DIAGRAMMATIC AND INTENDED TO PROVIDE DESIGN INTENTION AND PERFORMANCE STANDARDS. SUBCONTRACTOR SHALL REVIEW THE EXISTING CONDITIONS AND FIELD DETERMINE HOW BEST TO RUN ALL PLUMBING WORK. IF CONFLICTS ARISE WITH THE ARCHITECTURAL DETAILS AND ELEMENTS AS SHOWN IN DRAWINGS, CONTACT THE ARCHITECT PRIOR TO INSTALLATION OF PIPES OR ROUGH-INS. THE PLUMBING SUBCONTRACTOR IS RESPONSIBLE FOR A COMPLETE AND FUNCTIONAL INSTALLATION, AND TO PROVIDE ALL DOCUMENTATION REQUIRED BY LOCAL PLUMBING INSPECTOR FOR A PERMIT AND FOR A CERTIFICATE OF OCCUPANCY. 15.3 PLUMBING WORK SHALL INCLUDE NEW TYPE L COPPER HOT AND COLD WATER PIPES AND ALL CONNECTIONS TO EXISTING LINES AS REQUIRED. 15.4 WORK SHALL INCLUDE NEW SANITARY PIPING AS REQUIRED BY NEW FIXTURES AND APPLIANCES, INCLUDING FLOOR DRAIN WITH GREASE INTERCEPTOR CONNECTION, AND ALL TIE INS AS REQ'D TO EXISTING LINES. ENSURE MIN. PITCH OF 1/4" PER FOOT AND PROVIDE ELBOW AND CLEAN-OUT AT ANY CHANGE IN DIRECTION. THE WATER TABLE IS HIGH, ALL SANITARY PIPING TO HANG FROM FLOOR SLAB/CONSTRUCTION WITH STAINLESS STEEL HANGERS. Studio G Architects, Inc. 6/23/2009

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Project Specifications

Ebenezer Baptist Church #2816

15.5 PROVIDE AND INSTALL ALL HANGERS, SLEEVES, ETC. AS REQUIRED FOR WORK. FURNISH AND INSTALL VALVES AT EACH BRANCH TAKE-OFF AND WHERE REQUIRED. 15.6 PROVIDE AND INSTALL 1" THICK FIBERGLASS INSULATION AT ALL NEW HOT AND COLD WATER PIPING AND WHERE WORK REQUIRES REMOVAL OF EXISTING INSULATION. 15.7 PROVIDE MIXING VALVES FOR ALL FAUCETS, TO PROVIDE CONTROLLED MAXIMUM TEMP OF 100 DEGREES. HOT WATER TO RUN AT 140 DEGREES TO KITCHEN SINKS. USE ONE OR MORE MIXING VALVES, AS NEEDED; EACH CAN SERVE MULTIPLE FAUCETS IF LAYOUT PERMITS AND CAPACITY IS ADEQUATE. OWNER TO FURNISH SINKS AND FAUCETS ONLY, GC TO PROVIDE ALL FAUCETS AND SINK TRIMS AS REQUIRED. 15.8 PROVIDE SUMP PUMP TO RECEIVE DRAINS FROM 3-COMPARTMENT SINK, REGULAR SINK AND FLOOR DRAIN. WATER TABLE IS HIGH AND SOIL CAN NOT SUPPORT GREASE INTERCEPTOR. PROVIDE ANTI-FLOTATION PAD AS NOTED IN DRAWINGS. HANG UNIT FROM FLOOR STRUCTURE. 15.9 PROVIDE 80 GAL., 100 MBH, SEALED COMBUSTION, POWER VENTED GAS FIRED WATER HEATER WITH SIDE WENT FOR DISHWASHER AND OTHER FIXTURES. PROVIDE MIXING VALVE AS REQUIRED. PIPE GAS TO WATER HEATER. RUN FLUE THOUGH SIDE WALL PER CODE. 15.10 PLUMBING FIXTURES ARE AS SPECIFIED BELOW: •

•

• • • •

24”W X 17”D X 15”H STEEL COMMERCIAL GREASE INTERCEPTOR. FURNISHED AND INSTALLED

BY GC. WATER TABLE IS HIGH AND SOIL CAN NOT SUPPORT GREASE INTERCEPTOR. PROVIDE ANTI-FLOTATION PAD AS NOTED IN DRAWINGS. HANG UNIT FROM FLOOR STRUCTURE. 75”W X 21”D X 45” H STAINLESS STEEL FREE STANDING COMMERCIAL 3-BOWL SINK WITH LEFT & RIGHT DRAINBOARDS; MODEL # SE15153D BY PLUMBING STORE. FURNISHED BY OWNER, GC TO INSTALL. (2) STAINLESS STEEL COMMERCIAL DROP-IN SINKS, 15” DIAMETER SELF-RIMMING PRO TASKSINK

BY KOHLER; MODEL # K-3319. OWNER SUPPLIED, GC TO INSTALL. 24” W X 24”D X 34” H STAINLESS STEEL COMMERCIAL DISHWASHER WITH INTEGRAL BOOSTER HEATER BY JET-TECH. FURNISHED BY OWNER, GC TO INSTALL. FAUCET @ 3-BOWL SINK: COMMERCIAL HEAVY DUTY STAINLESS STEEL 8” CENTER FAUCET WITH 14” SWIVEL SPOUT BY KROWNE; MODEL # KR-12-814 FAUCET & HARDWARE@ DROP-IN SINKS: PROVIDE FAUCET BY KOHLER, MODEL # K-6340-BP-CP WITH ADJUSTABLE TRAP BY KOHLER, MODEL # K-900-CP.

16.0 ELECTRICAL

16.1 THE ELECTRICAL SUBCONTRACTOR SHALL PROVIDE AND INSTALL ALL ITEMS REASONABLY INFERRED FROM THE DOCUMENTS WHICH ARE GENERALLY A PART OF THE ELECTRICAL SCOPE OF WORK, INCLUDING ALL CONDUIT, WIRING, FITTINGS, JUNCTION BOXES, ETC. ALL WORK SHALL BE PER THE NATIONAL ELECTRICAL CODE AND THE REQUIREMENTS OF THE MUNICIPALITY. SUBCONTRACTOR IS ALSO RESPONSIBLE FOR PROVIDING ADDRESSABLE FIRE ALARM SYSTEM ELEMENTS AS REQUIRED FOR SCOPE OF WORK. SUBCONTRACTOR IS RESPONSIBLE TO PROVIDE Studio G Architects, Inc. 6/23/2009

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Project Specifications

Ebenezer Baptist Church #2816

ALL DOCUMENTATION REQUIRED BY LOCAL ELECTRICAL INSPECTOR TO OBTAIN PERMIT AND CERTIFICATE OF OCCUPANCY, AND FOR ALL REQUIRED PERMITS AND FEES FOR THIS SCOPE OF WORK. PROVIDE A ONE YEAR WRITTEN WARRANTY UPON COMPLETION OF THE PROJECT, AND MARK-UP OF CONSTRUCTION DRAWINGS SHOWING ACTUAL LOCATION OF WORK. 16.2 THE ELECTRICAL WORK SHOWN AND SPECIFIED IS DIAGRAMMATIC AND INTENDED TO PROVIDE DESIGN INTENTION AND PERFORMANCE STANDARDS. LIGHTING FIXTURES AND EXIT SIGNS ARE INDICATED ON THE DRAWINGS AND MUST BE COORDINATED WITH ARCHITECTURAL CASEWORK AND FINISHES. 16.3 SCOPE OF WORK INCLUDES ALL NEW ELECTRICAL WIRING BACK TO PANELS, AS REQUIRED TO PROVIDE AND INSTALL THE LIGHTING, POWER, FIRE ALARM DEVICES AND EQUIPMENT INDICATED ON THE DRAWINGS. IT INCLUDES THE PROVISION OF POWER FOR NEW APPLIANCES AND MECHANICAL ITEMS REQUIRING ELECTRICAL POWER. 16.4 RECEPTACLES AT MEETING/ACTIVITIES ROOM B03 SHALL BE CHILDPROOF DUPLEX RECEPTACLES, HUBBELL SG 62WI OR EQUAL. RECEPTACLES SHALL BE MOUNTED AS INDICATED IN DRAWINGS. IF THERE IS ANY QUESTION ABOUT MOUNTING HEIGHT, SUBCONTRACTOR SHALL CONTACT ARCHITECT. AT LEAST ONE RECEPTACLE SHALL BE ON EACH WALL. 16.5 DEDICATED RECEPTACLES FOR APPLIANCES, COMPUTER AND OTHER EQUIPMENT SHALL BE PROVIDED WHERE INDICATED OR WHERE EQUIPMENT IS TO BE LOCATED. LOCATIONS PER ARCHITECTURAL DRAWINGS OR TO BE FIELD DETERMINED WITH ARCHITECT. 16.6 SWITCH AND RECEPTACLE PLATES SHALL BE WHITE. 16.7 PROVIDE AND INSTALL PHOTO-ELECTRIC SMOKE DETECTORS PER NFPA 72 AND LOCAL FIRE DEPARTMENT AS SHOWN IN DRAWINGS, AND TIE INTO CENTRAL FIRE ALARM SYSTEM. 16.8 EXIT SIGNS TO BE BY LIGHTOLIER, OUTLOOK SERIES EX EDGE-LIT MODEL EX2R6SCW/EX2R6WW, OR EQUAL. SEE REFLECTED CEILING PLAN FOR LOCATIONS. 16.9 PROVIDE OCCUPANCY SENSORS FOR LIGHT FIXTURES AT ALL AREAS EXCEPT AT STORAGE CLOSETS, TYP. 16.10 EMERGENCY LIGHTING TO BE AS INDICATED ON DRAWINGS, SWITCH ONE LAMP PER FIXTURE FOR EMERGENCY LIGHTING USE. INFORM ARCHITECT IF ANY ISSUES. 16.11 LIGHT FIXTURES SHALL BE AS SPECIFIED ON DRAWINGS. FURNISH AND INSTALL FIXTURES, ALL REQUIRED ACCESSORIES, AND LAMPS. ALL ALTERNATING ROWS OF LIGHT FIXTURES ARE TO BE SWITCHED TOGETHER, TYPICAL. LIGHT FIXTURES ARE BASED ON LIGHTOLIER, LSI INDUSTRIES AND SEAGULL LIGHTING FIXTURES. CONTACT ARCHITECT WITH QUESTIONS REGARDING FIXTURES PRIOR TO ORDERING. SUBSTITUTIONS ARE ALLOWED PROVIDED FIXTURES ARE OF EQUAL QUALITY TO SPECIFIED FIXTURES AND IS SUBJECT TO ARCHITECT APPROVAL. PROVIDE LIGHT FIXTURE SUBMITTAL FOR ARCHITECT’S REVIEW. LIGHT FIXTURE SCHEDULE IS AS FOLLOWS: FIXTURES BY LIGHTOLIER – • 24” X 24” RECESSED FLUORESCENT WITH GLASS LENS, 3-LAMP T5 LINEAR; ALTER TILELYTE SERIES; MODEL # QVD2GGLOP T5.

Studio G Architects, Inc. 6/23/2009

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Project Specifications • •

Ebenezer Baptist Church #2816

6¾” RECESSED FLUORESCENT DOWNLIGHTING WITH LEXAN LENS DOME; LYTECATER APERTURE CRATERE DOME DIFFUSER REFLECTOR TRIM; MODEL # 1124/1100FTU. 22”, 46” & 96” LONG STRIP FLUORESCENT LIGHTING WITH WHITE PERFORATED REFLECTOR/CLEAR LINEAR LENS; SV5 SERIES/T5 STRIP; MODEL # SV T5 STRIP, REFLECTOR MODEL # SV5CLW4SPER, WET/DAMP LOCATION LISTING, TYPICAL.

FIXTURES BY SEAGULL LIGHTING – • 21 ½” L X 5” W X 1” H UNDERCABINET FLUORESCENT LIGHT FIXTURE; WHITE COLLECTION; MODEL # 4976BLE-15.

FIXTURES BY LSI INDUSTRIES – • 6” W X 24” & 48” L FLUORESCENT CEILING LIGHT FIXTURE; CLOUDLINE CONTEMPORARY WRAP; MODEL # CB217SSOLFUE. 16.12 ALL CONCEALED WIRING SHALL BE “MC” TYPE. ALL SURFACE WIRING SHALL BE IN EMT. 16.13 UNLESS OTHERWISE NOTED, ALL WIRING SHALL BE #12 AWG CU AND FED FROM FLOOR PANEL VIA 20A / 1P CB. 16.14 ELECTRICAL CONTRACTOR SHALL USE EXISTING SPARE CIRCUIT BREAKERS TO FEED NEW CIRCUITS. ADD NEW BREAKERS AS REQUIRED. 16.15 ELECTRICAL CONTRACTOR SHALL PROVIDE=2 0PULL STATIONS AT EACH EXIT LOCATION FROM FLOOR, SMOKE DETECTORS IN EACH ROOM, AND SPEAKER/STROBE DEVICES AS REQUIRED. NEW DEVICES SHALL BE COMPATIBLE WITH THE EXISTING ADDRESSIBLE SYSTEM. EC SHALL CARRY THE COST TO RETEST AND REPROGRAM THE SYSTEM. 16.16 EXIT SIGNS AND EMERGENCY LIGHTS SHALL BE A BUILT-IN BATTERY TYPE, AND SHALL BE FED FROM THE LOCAL LIGHTING CIRCUIT AHEAD OF ANY CONTROL. 16.17 ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL TRADE FOR ANY EQUIPMENT REQUIRING POWER.

Studio G Architects, Inc. 6/23/2009

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