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SUITE 200 200 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725CONTACT: TIM COLLEY . [email protected]

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T1 COVER SHEET

T2 GENERAL NOTES + INFORMATION

LS1 LIFE SAFETY PLAN & BUILDING CODE DATA

A1.1 DEMO PLANS

A1.2 NEW WORK PLANS

A1.3 ENLARGED PLANS

A1.4 EQUIPMENT PLAN & SCHEDULE

A2.1 ELEVATIONS

A2.2 SECTIONS & DETAILS

A2.3 CABINETRY SECTIONS

A2.4 ORNAMENTAL GATE AND FENCE

A3.1 SCHEDULES, FINISH NOTES & SPECIFICATIONS

A3.2 FINISH PLAN

P1.0 PLUMBING LEGEND, DETAILS AND NOTES

P1.1 DEMO PLAN - PLUMBING

P1.2 NEW WORK PLAN - DOMESTIC WATER

P1.3 NEW WORK PLAN - SANITARY

P1.4 PLUMBING SPECIFICATIONS

SP1.1 FLOOR PLAN, LEGEND AND NOTES - SPRINKLER

M1.1 FLOOR PLANS, LEGEND AND NOTES - HVAC

E0.1 ELECTRICAL LEGEND, ABBREVIATIONS AND DETAILS

E0.2 ELECTRICAL SPECIFICATIONS AND GENERAL NOTES

E1.0 PARTIAL DEMOLITION FLOOR PLAN - ELECTRICAL

E1.1 PARTIAL NEW WORK FLOOR PLAN - LIGHTING &LOW-VOLTAGE

E1.2 PARTIAL NEW WORK FLOOR PLAN - POWER

E1.3 PARTIAL ELECTRICAL POWER RISER DIAGRAM ANDPANEL SCHEDULES

E1.4 ELECTRICAL SCHEDULES

KEY PLAN:

AN ASBESTOS INSPECTION WAS PERFORMED AND NO ACM WAS FOUND. THE ASBESTOS INSPECTION REPORT WILL BE PROVIDED BY THE VIRGINIA TECH PROJECT MANAGER.

AN INSPECTION TO IDENTIFY LEAD CONTAINING OR COATED BUILDING COMPONENTS WAS CONDUCTED AND IS PROVIDED AS PART OF THE PROJECT MANUAL. THE REPORT IS PROVIDED FOR THE CONTRACTOR'S USE AND MAY NOT BE ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA OCCUPATIONAL SAFETY AND HEALTH (VOSH) REGULATIONS AS THEY PERTAIN TO EMPLOYEE EXPOSURES TO LEAD. ALL LEAD AND LEAD-COATED BUILDING COMPONENTS SHALL BE RECYCLED TO THE EXTENT POSSIBLE.

DISCLAIMER STATEMENT:COLLEY ARCHITECTS, PC ASSUMES NO RESPONSIBILITY FOR THE ADEQUACY OR ACCURACY OF THE ASBESTOS AND LEAD-BASED PAINT INFORMATION PROVIDED BY THE OWNER AS STATED ABOVE. THE CONTRACTOR SHALL ADDRESS ANY RELATED QUESTIONS TO THE OWNER'S PROJECT MANAGER.

ASBESTOS AND LEAD DISCLOSURE:

Consulting Engineers

LAWRENCE PERRY & ASSOCIATES

L P A

15 E Salem Avenue SE, Suite 101

Roanoke, Virginia 24011

Ph: (540) 342-1816

Fax: (540) 344-3410

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ABBREVIATIONS GENERAL NOTES GENERAL NOTES

DESIGN STANDARDS:

VIRGINIA TECH DESIGN GUIDELINES AND CONSTRUCTION STANDARDSVUSBC VIRGINIA UNIFORM STATEWIDE BUILDING CODEANSI 117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIESAGA AMERICAN GAS ASSOCIATIONAMCA AIR MOVEMENT AND CONTROL ASSOCIATIONANSI AMERICAN NATIONAL STANDARDS INSTITUTEARI AIR-CONDITIONING AND REFRIGERATION INSTITUTEASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATING AND AIR

CONDITIONING ENGINEERSASPE AMERICAN SOCIETY OF PLUMBING ENGINEERSASSE AMERICAN SOCIETY OF SANITARY ENGINEERINGASME AMERICAN SOCIETY OF MECHANICAL ENGINEERSASTM AMERICAN SOCIETY FOR TESTING AND MATERIALSIEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERSMCA MECHANICAL CONTRACTORS ASSOCIATIONNEC NATIONAL ELECTRICAL CODENEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNFPA NATIONAL FIRE PROTECTION ASSOCIATIONPDI PLUMBING AND DRAINAGE INSTITUTESMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS

NATIONAL ASSOCIATIONUL UNDERWRITERS LABORATORIES, INC.

1. CONTRACTOR SHALL DELIVER ALL SOLID WASTE COLLECTED ONVIRGINIA TECH PROPERTIES TO MONTGOMERY REGIONAL SOLID WASTE AUTHORITY TRANSFER STATION.

DISPOSAL OF MATERIALS

1. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO SUBMITTING A BID.

2. DIMENSIONS SHOWN ARE FROM FACE OF EXISTING CONSTRUCTION TO FACE OF EXISTING CONSTRUCTION. NEW CONSTRUCTION DIMENSIONS ARE TO FINISH FACE UON.

3. MATCH THICKNESS OF NEW AND COMPLETED/EXISTING CONSTRUCTION.

4. PATCH AND REPAIR ALL EXISTING DAMAGED SURFACES WITH SIMILAR MATERIALS TO MATCH NEW WORK, INCLUDING LEVEL OF FINISH.

5. THE OWNER SHALL BE RESPONSIBLE FOR THE FINAL SELECTION OF ALL FIXTURES, FINISHES, PATTERNS, COLORS, AND STYLES FROM THE FULL RANGE OF MANUFACTURER'S AVAILABLE STANDARDS.

6. COORDINATE WITH OWNER THE EXACT TYPE AND FINISHED LOCATION OF ANY EQUIPMENT, FIXTURES, ACCESSORIES, OUTLETS, SWITCHES, ETC.

7. WOOD PRODUCTS SHALL BE FROM SUSTAINABLE SOURCES, SUCH AS FSC CERTIFIED WOOD OR REGIONALLY HARVESTED OR MANUFACTURED WOOD FROM ABUNDANT SPECIES. WOOD PRODUCTS SHALL BE FREE OF UREA-FORMALDEHYDE BINDERS, COPPER OR ARSENIC.

8. ALL CONCEALED WOOD SHALL BE FIRE RESISTANT TREATED (FRT) WOOD.

ARCHITECTURAL

ELECTRICAL:1. COORDINATE WITH ARCHITECT THE EXACT LOCATION OF ANY FIXTURES,

ACCESSORIES, OUTLETS, SWITCHES, ETC. PRIOR TO INSTALLATION.

2. ELECTRICAL DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2014 EDITION OF THE NATIONAL ELECTRICAL CODE (NEC), INCLUDING REFERENCED CODES AND STANDARDS, UTILITY COMPANY REGULATIONS, AND THE REQUIREMENTS OF LOCAL BUILDING OFFICIALS.

3. ELECTRICAL EQUIPMENT LOCATIONS SHOWN FOR DESIGN INTENT ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LOCATIONS, AND FIELD CONDITIONS PRIOR TO INSTALLATION.

4. ALL NON-LED LIGHT FIXTURES SHALL BE INSTALLED WITH LAMPS. PROVIDE 10%, BUT NOT LESS THAN FIVE (5), ADDITIONAL LAMPS FOR EACH FIXTURE TYPE FOR FUTURE USE.

5. PROVIDE MEANS OF EGRESS LIGHTING AS INDICATED. MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT FLOOR LEVEL. AN EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL ILLUMINATE EXIT ACCESS CORRIDORS, PASSAGEWAYS, AISLES, AND PORTION OF EXTERIOR EXIT DISCHARGE IMMEDIATELY ADJACENT TO EXIT DISCHARGE DOORWAYS.

6. CONTRACTOR TO PROVIDE & INSTALL REQUIRED INFRASTRUCTURE TO ACCOMMODATE NI&S DEVICES, WIRELESS & OTHERWISE. COORDINATE LOCATIONS WITH VA TECH. CONDUITS SHALL EITHER BE CONTINUOUS "HOME-RUN" FROM THE TELECOMMUNICATIONS OUTLET BOX TO THE EQUIPMENT ROOM, OR SHALL BE RUN FROM THE OUTLET BOX AND STUBBED OUT WITHIN ONE FOOT (1 FT.) OF A CABLE TRAY THAT RUNS CONTINUOUSLY TO THE EQUIPMENT ROOM. IN THE CASE OF A RENOVATION WHERE THERE IS NO CABLE TRAY AVAILABLE, THE CONDUIT FOR THE OUTLET BOX SHOULD BE ROUTED TO AN ACCESSIBLE CEILING AREA IN THE CORRIDOR. THE CONTRACTOR SHALL COMPLY WITH "VIRGINIA TECH TELECOMMUNICATIONS INFRASTRUCTURE DESIGN GUIDELINES" WHICH IS INCORPORATED HEREIN BY REFERENCE. THE GUIDELINES MAY BE DOWNLOADED FROM: HTTPS://WWW.NIS.VT.EDU/ABOUT/PUBLICATIONS/CABLINGSTANDARDS.HTML.

7. EXPOSED CONDUIT AND RACEWAY LOCATIONS TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. ALL VERTICAL RUNS TO BE HELD TIGHT TO INSIDE CORNERS TO THE GREATEST EXTENT POSSIBLE.

8. IN ALL AREAS OF WORK, ALL VISIBLE OUTLETS, SWITCHES, AND DATA CONNECTORS WITHIN SCOPE OF WORK, BOTH EXISTING TO REMAIN & NEW, SHALL RECEIVE NEW STAINLESS STEEL FACE PLATES & BLACK DEVICES. ALL FACE PLATES SHALL BE SAME PROFILE, FINISH, AND MANUFACTURER. ORIENT SCREW HEADS VERTICALLY.

9. CONTRACTOR SHALL PROVIDE SUBMITTAL WITH SHOP DRAWINGS FOR ALL FIRE ALARM DEVICES.

PLUMBING / MECHANICAL / ELECTRICAL CONTINUED1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL COMPLY WITH THE

BUILDING & PROJECT CODE DATA REFERENCED ON SHEET LS1.

2. ALL WORK TO COMPLY WITH THE VIRGINIA TECH DESIGN AND CONSTRUCTION STANDARDS, EFFECTIVE MAY 2020.

3. CONTRACTOR MUST FAMILIARIZE THEMSELVES WITH THE PROJECT SITE PRIOR TO SUBMITTING THEIR BID. AS PART OF THE BASE BID CONTRACTOR SHALL INCLUDE PATCHING ANY EXISTING HOLES & PENETRATIONS THROUGH FIRE AND SMOKE WALLS AND BARRIERS IN AREAS OF WORK TO MEET OR EXCEED THE REQUIRED FIRE ASSEMBLY RATING. THIS WORK SHALL INCLUDE PROVIDING & INSTALLING REQ'D. FIRE DAMPERS AND SMOKE DAMPERS IN EXISTING AND NEW DUCTS WHICH PENETRATE THE RATED ASSEMBLIES.

4. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND ACCESSORIES FOR WORK INDICATED HEREIN, UNLESS NOTED OTHERWISE. WORK SHALL BE COMPLETE AND IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, MANUFACTURER'S RECOMMENDATIONS, GENERALLY ACCEPTED INDUSTRY STANDARDS OF WORKMANSHIP AND CARE, AND AS REQUIRED FOR A FINISHED INSTALLATION AND TO OBTAIN A CERTIFICATE OF OCCUPANCY.

5. SUBMITTALS ARE REVIEWED ONLY AS TO GENERAL CONFORMITY WITH DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CORRECTIONS AND/OR COMMENTS MADE AS PART OF THIS SUBMITTAL REVIEW DO NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FROM CONFORMANCE WITH THE CONTRACT DOCUMENTS, APPLICABLE CODES, AND LAWS - ALL OF WHICH HAVE PRIORITY OVER SPECIFIC SUBMITTAL. THE DESIGN PROFESSIONAL DOES NOT WARRANT OR REPRESENT THAT THE INFORMATION WITHIN THE SUBMITTAL IS EITHER ACCURATE OR COMPLETE. SOLE RESPONSIBILITY FOR CORRECT DESIGN, DETAILS, AND DIMENSIONS SHALL REMAIN WITH THE PARTY PROVIDING THE SUBMITTAL. CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS, QUANTITIES, AND PERFORMANCE REQUIREMENTS TO BE CONFIRMED AND CORRELATED AT THE JOB SITE; FOR ALL INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE TECHNIQUES OF CONSTRUCTION; FOR ALL COORDINATION OF THE WORK OF ALL TRADES; FOR ASSURING CONSISTENCY WITH THE CONTRACT DOCUMENTS; AND FOR PERFORMING THE WORK IN A SAFE AND SATISFACTORY MANNER.

6. EXISTING SQUARE FOOTAGES, DIMENSIONS, TYPES/LOCATIONS OF FIRE-RESISTANCE RATED ASSEMBLIES, AND SIZES/LOCATIONS OF EXISTING EQUIPMENT ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL SITE CONDITIONS PRIOR TO SUBMITTING A BID. IF CONDITIONS IN FIELD DIFFER FROM THOSE SHOWN, NOTIFY OWNER/ARCHITECT IMMEDIATELY.

7. PROJECT PERMIT WILL BE ISSUED LOCALLY AND INSPECTED BY VIRGINIA TECH PERSONNEL.

8. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, SEQUENCING, SITE SAFETY, AND SECURITY FOR THE DURATION OF THE PROJECT.

9. CONTRACTOR SHALL VERIFY THE AVAILABILITY OF EXISTING FACILITIES AND UTILITIES AT THE PROJECT SITE PRIOR TO SUBMITTING A BID. COSTS ASSOCIATED WITH THE USE OF EXISTING UTILITIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

10. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF WORK WITH THE OWNER'S ACTIVITIES AND OTHER TRADES INVOLVED WITH WORK AT THE PROJECT SITE. CONTRACTOR SHALL COORDINATE WORK INCLUDING BUT NOT LIMITED TO ADDITION TO/MODIFICATION OF EXISTING MECHANICAL, ELECTRICAL, PLUMBING, AUTOMATIC SPRINKLER, FIRE ALARM AND FIRE DETECTION SYSTEMS AS REQUIRED FOR A FINISHED AND FULLY FUNCTIONAL INSTALLATION.

11. FIRE-RESISTANCE ASSEMBLIES REQ'D IN ACCORDANCE WITH ASTME 814 (UL1479) & ASTME 1966 (UL 2079). FIRESTOPPING EQUAL TO 3M COMPANY TYPE CP-25WB+ (WATER BASED AND HALOGEN FREE) NO SAG INTUMESCENT FIRE BARRIER SEALANT, TYPE FS-195+ PIPE WRAP/ STRIP FIRE BARRIER OR CS-195 COMPOSITE SHEET FIRE BARRIER. CONTRACTOR TO INSTALL REQUIRED RATED ASSEMBLY MATERIALS IN STRICT ADHERENCE TO ONE OF THE FOLLOWING UL RATED ASSEMBLIES: C-AJ-1044, C-AJ-1176, C-AJ-1556, C-AJ-2006, C-AJ-2228, C-AJ-3030, C-AJ-3096, C-AJ-5001, C-AJ-7016, W-L-1001, W-L-1054, W-L-2003, W-L-3001, W-L-3065, W-L-5001, W-L-7008, W-L-7051, W-L-7130, OR W-L-8079. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF THEY ENCOUNTER A CONDITION NOT COVERED BY ONE OF THE UL ASSEMBLIES LISTED ABOVE. THE APPROPRIATE AMOUNT OF RATED ASSEMBLY MATERIALS SHALL BE BASED ON THE FIRE SEPARATION RATINGS LISTED ON THE BUILDING & PROJECT CODE DATA SHEET LS1 AND THE ATTACHED DRAWINGS. PROVIDE RESTRAINING COLLARS, FASTENERS, AND ALL OTHER COMPONENTS REQUIRED FOR A UL LISTED THROUGH-PENETRATION FIRESTOPPING ASSEMBLY SUITABLE FOR USE IN RATED CONSTRUCTION. CONTRACTOR SHALL SUBMIT UL DESIGNS AND PRODUCT INFORMATION FOR ALL COMPONENTS OF ALL PROPOSED FIRESTOPPING ASSEMBLIES TO THE ARCHITECT & VIRGINIA TECH UNIVERSITY BUILDING OFFICIAL FOR APPROVAL PRIOR TO INCORPORATION INTO WORK. ALL THROUGH-PENETRATION FIRESTOPPING SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL DETAILS OF THE UL LISTING. CONTRACTOR TO RETAIN ALL UL ASSEMBLY INSTRUCTIONS AND APPROVED UL DESIGN SUBMITTALS USED IN PROJECT ON SITE AND AVAILABLE TO THE BUILDING OFFICIAL AT ALL TIMES.

12. CONTRACTOR SHALL LABEL ALL CONCEALED FIRE WALLS, VERTICAL FIRE SEPARATION ASSEMBLIES, FIRE BARRIERS, FIRE PARTITIONS AND SMOKE BARRIERS ON ASSEMBLIES ABOVE CEILINGS AND ON INSIDE SURFACES OF ALL CEILING ACCESS DOORS PROVIDING ACCESS TO SUCH FIRE RATED ASSEMBLIES. REFERENCE DRAWINGS FOR ASSEMBLY RATING DESIGNATIONS AND TYPES. ALL LETTERING TO BE IN A CONTRASTING AND HIGHLY VISIBLE COLOR TO SURFACE, 3 IN. TALL (1 INCH MIN.) CAPITAL CASE, AND PROVIDED AT HORIZONTAL INTERVALS OF NO MORE THAN 8 FEET.

13. ALL WORK THAT REQUIRES DISABLING OF FIRE AND OTHER EMERGENCY SYSTEMS SHALL BE COORDINATED THROUGH THE VIRGINIA TECH PROJECT MANAGER AND ALL RESPECTIVE VIRGINIA TECH DEPARTMENTS HAVING JURISDICTION PRIOR TO COMMENCING. CONTRACTOR SHALL PROVIDE FIRE ALARM SYSTEM MODIFICATIONS AND FINAL TESTING, INCLUDING VERIFICATION OF THE FINAL CONNECTION AND INTERACTIONS WITH THE EXISTING EMERGENCY AND FIRE SUPPRESSION SYSTEMS AND DEVICES. FINAL TESTING SHALL BE PROVIDED & COORDINATED BY CONTRACTOR AND OBSERVED BY THE DEPUTY STATE FIRE MARSHALL & VIRGINIA TECH UNIVERSITY BUILDING OFFICIAL.

14. MAINTAIN ANY EXISTING FIRE RESISTANCE RATINGS OF STRUCTURAL ELEMENTS AND FIRE SEPARATION ASSEMBLY RATINGS INDICATED BETWEEN NEW WORK AND EXISTING AREAS AND OCCUPANCIES FOR THE DURATION OF THE PROJECT.

15. IF A CONFLICT BETWEEN CONSTRUCTION DOCUMENTS, CODE REQUIREMENTS, AND/OR MANUFACTURER'S DATA SHOULD ARISE, THE MORE STRINGENT SHALL PREVAIL.

16. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OF STRUCTURAL MEMBERS AND EXISTING & TEMPORARY STRUCTURES AS REQUIRED FOR THE DURATION OF THE WORK. IF CONDITIONS IN FIELD DIFFER FROM THOSE SHOWN, NOTIFY ARCHITECT/ENGINEER IMMEDIATELY.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP AND REMOVAL OF DEBRIS FROM SITE.

18. THE CONTRACTOR SHALL COMPLY WITH "VIRGINIA TECH'S SAFETY REQUIREMENTS FOR CONTRACTORS AND SUBCONTRACTORS" PROGRAM WHICH IS INCORPORATED HEREIN BY REFERENCE. A COPY OF THIS PROGRAM IS AVAILABLE FROM THE OWNER OR VIRGINIA TECH ENVIRONMENTAL HEALTH AND SAFETY AT 540-231-3600.

GENERAL NOTES12. NO EXISTING STRUCTURAL MEMBERS ARE TO BE CUT, PENETRATED, OR

OTHERWISE ALTERED WITHOUT PRIOR WRITTEN APPROVAL OF ARCHITECT/ENGINEER.

13. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION AND STORAGE OF NON-FIXED EQUIPMENT AND FURNISHINGS, INCLUDING FURNITURE, PRIOR TO THE START OF WORK, UNLESS OTHERWISE INDICATED.

14. THE BUILDING WILL BE IN USE FOR THE DURATION OF THE PROJECT. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF WORK WITH OWNER'S ACTIVITIES AND OTHER TRADES INVOLVED WITH WORK AT THE PROJECT SITE. DISRUPTIVE ACTIVITIES TO BE COORDINATED WITH VIRGINIA TECH PROJECT MANAGER.

15. CONTRACTOR TO PROVIDE A TEMPORARY, FULL-HEIGHT DUST PARTITION TO LIMIT DUST & DIRT MIGRATION TO AREAS NOT UNDER THE CONTROL OF THE CONTRACTOR., ZIPWALL OR EQUAL. COORDINATE EXACT LOCATION W/ ARCHITECT & OWNER. SEE DEMO PLAN.A. CONTRACTOR SHALL REPAIR ANY DAMAGE DUE TO DUST PARTITION WALL TO

SURROUNDING EXIST. SURFACES AND FINISHES TO MATCH EXISTING ADJACENT SURFACES.

B. ALTERNATE DUST CONTROL METHODS SHALL BE COORDINATED WITH THE VIRGINIA TECH PROJECT MANAGER AND APPROVED BY THE UNIVERSITY BUILDING OFFICIAL PRIOR TO INSTALLATION.

16. CONTRACTOR SHALL PROVIDE AND MAINTAIN CLEAR PATHS OF EGRESS FOR THE DURATION OF THE WORK.

17. ANY REQUIRED MECHANICAL, ELECTRICAL, AND PLUMBING DEMOLITION TO BE PERFORMED IN, OR AFFECTING THE USE OF, ADJACENT SPACES IN THE BUILDING SHALL BE COORDINATED WITH THE OWNER PRIOR TO THE START OF WORK. A MINIMUM OF FIVE (5) DAYS NOTICE IS REQUIRED PRIOR TO ANY UTILITY SHUTDOWN.

18. MAINTAIN WORKING CONDITION OF ANY EXISTING EMERGENCY & FIRE ALARM SYSTEMS AND COMPONENTS FOR THE DURATION OF THE WORK.

19. MAINTAIN ANY EXISTING FIRE RESISTANCE RATINGS OF STRUCTURAL ELEMENTS AND FIRE SEPARATION ASSEMBLY RATINGS INDICATED BETWEEN NEW WORK AND EXISTING AREAS AND OCCUPANCIES FOR THE DURATION OF THE PROJECT.

20. ALL ROOMS & AREAS ADJOINING WORK AREA, INCLUDING ABOVE AND BELOW AREAS OF WORK, TO BE PROTECTED DURING DEMOLITION WORK. CONTRACTOR RESPONSIBLE TO REPAIR, REPLACE AND RESTORE AT THEIR OWN EXPENSE ANY DAMAGE RESULTING FROM WORK AND TO THE SATISFACTION OF OWNER.

DEMOLITION CONTINUED

GENERAL NOTES19. CONTRACTOR SHALL ENFORCE THE USE OF PERSONAL PROTECTIVE EQUIPMENT

AS REQUIRED BY OSHA FOR INDUSTRIAL HIGH NOISE AREAS.

20. CONTRACTOR'S PERSONNEL SHALL CONDUCT THEMSELVES PROPERLY & MAINTAIN PROPER ATTIRE AT ALL TIMES

21. NO ASBESTOS CONTAINING MATERIALS SHALL BE USED IN THE COURSE OF THIS WORK.

22. CONTRACTOR SHALL PROTECT COMPLETED WORK FROM DAMAGE FROM ADJACENT ACTIVITIES OR INCLEMENT WEATHER AT ALL TIMES. ITEMS DAMAGED BY CONTRACTOR SHALL BE REPLACED AT CONTRACTOR'S EXPENSE & TO SATISFACTION OF OWNER.

23. ALL ROOMS & AREAS ADJOINING WORK AREA TO BE PROTECTED DURING DEMOLITION WORK. CONTRACTOR RESPONSIBLE TO REPAIR, REPLACE AND RESTORE ANY DAMAGE RESULTING FROM WORK TO THE SATISFACTION OF OWNER, AND AT NO ADDITIONAL EXPENSE TO THE OWNER.

24. PRIOR TO ANY CORE DRILLING, CONTRACTOR SHALL PROPERLY SURVEY THE EXISTING FLOOR USING X-RAY, GPR, OR OTHER ACCEPTABLE METHOD TO LOCATE REBAR, STRUCTURAL MEMBERS, IN-SLAB UTILITIES, OR OTHER IN-SLAB OBSTRUCTIONS. ALL CORES TO BE RETAINED & PROVIDED TO THE UNIVERSITY BUILDING OFFICIAL FOR INSPECTION. NOTIFY VIRGINIA TECH RENOVATIONS PROJECT MANAGER AND UNIVERSITY BUILDING OFFICIAL IF ANY REBAR IS CUT OR DAMAGED. ANY STRUCTURAL REMEDIATION REQUIRED DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE PERFORMED BY CONTRACTOR AT NO ADDITIONAL CHARGE TO VIRGINIA TECH.

25. SURFACE FLATNESS FOR ALL CONCRETE SUBFLOORS: GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL CRACKS, VOIDS AND OTHER IMPERFECTIONS WITH HIGH STRENGTH PORTLAND CEMENT BASED PATCHING MATERIALS. THIS WORK SHALL ALSO INCLUDE REMOVAL OF HIGH SPOTS. SUBFLOOR PREPARATION TO MEET OR EXCEED MANUFACTURER'S SPECIFIC INSTALLATION REQUIREMENTS FOR SPECIFIED FLOORING FINISHES. FOR RESILIENT FLOORING FINISHES, GENERAL CONTRACTOR SHALL PROVIDE A SMOOTH, FLAT, FINISH-READY CONCRETE FLOOR WITH A MAXIMUM TOLERANCE OF +/- 1/8 INCH IN A 10 FOOT RADIUS, PER ASTM F170.

26. ALL NEW & EXIST. GLAZING IN AREAS OF SCOPE OF WORK SHALL BE PROFESSIONALLY CLEANED ON ALL SIDES. CLEANLINESS OF GLAZING TO BE MAINTAINED THROUGH SUBSTANTIAL COMPLETION.

27. INSTALLATION OF METAL FRAMING & MODIFICATIONS TO FRAMING MEMBER SHALL COMPLY WITH VUSBC SECTIONS 2210 & 2211. ALL FRAMING MEMBERS SHALL BE CONTINUOUS LENGTH SINGLE MEMBERS. SPLICING SHALL BE PER ENGINEERED SPECIFICATION & REQUIRES APPROVAL OF UNIVERSITY BUILDING OFFICIAL PRIOR TO INSTALLATION.

28. CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE FOR OWNER REVIEW WITHIN 5 DAYS OF NOTIFICATION OF LOW BID. THE SCHEDULE SHALL BE BASED UPON THE CRITICAL PATH METHOD IN PDF FORMAT. FAILURE TO SUBMIT SCHEDULE WITHIN TIME NOTED MAY DEEM THE BID AS NON-RESPONSIVE. SCHEDULE SHALL BE AGREED UPON PRIOR TO COMMENCEMENT OF WORK.

CLOSE OUT DOCUMENTS1. CONTRACTOR SHALL PROVIDE ONE (1) COMPREHENSIVE SET OF ELECTRONIC (PDF)

AS-BUILT DRAWINGS DOCUMENTING IN RED ALL AS-BUILT CONDITIONS. AS-BUILT DRAWINGS MARKUPS SHALL BE CLEARLY LEGIBLE ON THE ORIGINAL, UNIVERSITY BUILDING OFFICIAL APPROVED AND STAMPED CONTRACT DOCUMENTS, AND MAINTAINED IN GOOD ORDER AND GOOD CONDITION. MARKUPS TO INCLUDE ALL REPRESENTED DISCIPLINES ON THEIR SPECIFIC SHEETS. AS-BUILT DRAWINGS TO INCLUDE, BUT NOT LIMITED TO, ALL DEVIATIONS FROM CONTRACT DOCUMENT LAYOUTS; LOCATIONS & QUANTITIES OF PIPING, UTILITIES, DEVICES, FIXTURES, ETC.; SPECIFICATIONS, ETC.; RATED ASSEMBLIES, FIRE DAMPERS, ETC.; RFI'S, CHANGE ORDERS, ETC.

2. CONTRACTOR TO PROVIDE OWNER WITH ELECTRONIC (PDF) DOCUMENTS OF ALL REQUIRED OPERATION AND MAINTENANCE (O&M) MANUALS PRIOR TO PROJECT COMPLETION. MANUALS SHALL INCLUDE, BUT NOT LIMITED TO, ALL APPROVED SUBMITTAL ITEMS, APPROVED SHOP DRAWINGS, RFI'S W/ ANSWERS, FINAL TAB REPORTS & OTHER ITEMS APPROPRIATE FOR A COMPREHENSIVE REFERENCE DOCUMENT FOR THE LIFE OF THE BUILDING AREA, ETC. O&M SHALL INCLUDE:A. COVER PAGE WITH PROJECT TITLE, PROJECT NUMBER, GENERAL CONTRACTOR,

DATE MANUALS PROVIDED.B. TABLE OF CONTENTS W/ CATEGORIES FOR ARCHITECTURAL, PLUMBING,

MECHANICAL & ELECTRICAL ITEMS. TABLE OF CONTENTS SHALL BE SEACHABLE.C. TABBED SEPARATIONS FOR EACH CATEGORY. TABBED SECTIONS TO INCLUDE

MANUFACTURER CUT SHEETS FOR ALL FIXTURES, DEVICES, CONTROLS, ACCESSORIES, FINISHES, ADHESIVES/MORTARS/GROUTS.

D. PDF SHALL BE SEARCHABLE AND BOOKMARKED PER SECTION.

3. CONTRACTOR SHALL PROVIDE OWNER WITH COMPLETED CO-13 AFFIDAVIT OF PAYMENT OF CLAIMS, HECO-13.2 CERTIFICATE OF COMPLETION BY CONTRACTOR, HECO-13.2A CERTIFICATE OF PARTIAL OR SUBSTANTIAL COMPLETION BY CONTRACTOR.

4. CONTRACTOR SHALL PROVIDE ADDITIONAL ATTIC STOCK OF FINISH MATERIALS FOR FUTURE USE AND ONE (1) COMPREHENSIVE ATTIC STOCK LIST AS STIPULATED BELOW. ALL ATTIC STOCK MATERIALS AND THE ATTIC STOCK LIST SHALL BE DELIVERED TO OWNER AT ONE TIME AND SHALL BE SIGNED BY GENERAL CONTRACTOR AND PROJECT MANAGER AT THAT TIME OF DELIVERY AND RECEIPT. ATTIC STOCK LIST SHALL INDICATE DESCRIPTIONS AND REQUIRED QUANTITIES OF MATERIALS LISTED BELOW:A. ONE (1) GAL OF EACH PAINT, STAIN, & POLYURETHANE TYPE, COLOR, & FINISH.B. FULL TILES OF CERAMIC & PORCELAIN FINISHES EQUAL TO AT LEAST FIVE

PERCENT (5%) OF EACH TYPE, SIZE, & COLOR, BUT NOT LESS THAN FIVE (5) FULL TILES OF EACH TYPE, SIZE, & COLOR.

C. FULL TILES OF FLOORING FINISHES EQUAL TO AT LEAST FIVE PERCENT (5%) OF EACH TYPE, SIZE & COLOR, BUT NOT LESS THAN FIVE (5) FULL TILES OF EACH TYPE, SIZE, & COLOR.

D. FULL WIDTH OF ROLLED GOODS OF FLOORING FINISHES EQUAL TO AT LEAST FIVE PERCENT (5%) OF EACH TYPE, SIZE & COLOR, BUT NOT LESS THAN SIX FEET (6 FT.) IN LENGTH OF FULL WIDTH OF EACH ROLLED GOOD.

E. FIVE PERCENT (5%) MINIMUM OF EACH RUBBER BASE SIZE, TYPE & COLOR, BUT NOT LESS THAN TEN (10) CONTINUOUS LINEAR FEET OF EACH SIZE, TYPE & COLOR.

F. FULL CEILING PANELS EQUAL TO AT LEAST FIVE PERCENT (5%) OF EACH TYPE, SIZE & COLOR, BUT NOT LESS THAN FIVE (5) FULL PANELS OF EACH TYPE, SIZE & COLOR.

GENERAL:1. CONTRACTOR SHALL BE RESPONSIBLE FOR LABOR, MATERIALS, EQUIPMENT,

ANCHORAGE TO STRUCTURE, AND CONNECTIONS REQUIRED FOR THE INSTALLATION OF A COMPLETE AND FUNCTIONAL SYSTEM.

2. CONTRACTOR SHALL COORDINATE WORK WITH THE INSTALLED WORK OF OTHER TRADES.

3. VERIFY "ROUGH-IN" LOCATIONS WITH OWNER PRIOR TO FINAL INSTALLATION.

4. PIPING, DUCTWORK, AND OTHER EQUIPMENT SHALL BE SUPPORTED BY OR ANCHORED TO THE BUILDING STRUCTURE. NON-STRUCTURAL CEILING CONSTRUCTION, NEW OR EXISTING, SHALL NOT BE USED FOR ANCHORING ANY WORK.

5. SYSTEMS AND ACCESSORIES SHALL BE INSTALLED IN A NEAT MANNER CONSISTENT WITH INDUSTRY STANDARDS OF QUALITY AND CARE.

6. CONTRACTOR IS RESPONSIBLE FOR RELOCATING ANY & ALL PIPES, CONDUIT, ELECTRICAL OR OTHER INFRASTRUCTURE ITEMS AS A RESULT OF THEIR BEING UNCOVERED DURING EXECUTION OF THE WORK.

PLUMBING:1. PLUMBING DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2015

EDITION OF THE INTERNATIONAL PLUMBING CODE (IPC), INCLUDING REFERENCED CODES AND STANDARDS, AND THE REQUIREMENTS OF LOCAL BUILDING OFFICIALS.

2. PLUMBING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LOCATIONS, AND FIELD CONDITIONS PRIOR TO INSTALLATION.

3. CONTRACTOR SHALL COORDINATE WATER SHUTOFF WITH VIRGINIA TECH PROJECT MANAGER & VIRGINIA TECH UTILITIES FOR INSTALLATION OF VALVES. NOTIFY OWNER 3 DAYS IN ADVANCE.

4. UPON COMPLETION OF WORK, PLUMBING CONTRACTOR SHALL CONDUCT A TEST. IN THE PRESENCE OF OWNER/ARCHITECT WITH ALL EQUIPMENT AND CONTROLS IN NORMAL OPERATING POSITION. THE SYSTEM SHALL OPERATE QUIETLY & PROPERLY. ADJUSTMENTS AND CORRECTIONS SHALL BE MADE UNTIL SATISFACTORY OPERATION IS ACHIEVED.

5. CONTRACTOR SHALL PROVIDE DOCUMENTATION VERIFYING EXISTING SPRINKLER SYSTEMS ARE COMPLIANT FOR THE REQUIREMENTS OF NEW WORK. FOR SPRINKLER SYSTEMS REQUIRING MODIFICATION, CONTRACTOR SHALL PROVIDE STAMPED & SEALED DRAWINGS BY A PROFESSIONAL ENGINEER LICENSED BY THE COMMONWEALTH OF VIRGINIA FOR UNIVERSITY BUILDING OFFICIAL APPROVAL PRIOR TO EXECUTION OF WORK. CONTRACTOR TO COORDINATE ALL FINAL LOCATIONS FOR EXISTING, MODIFIED AND NEW SPRINKLER HEADS WITH ARCHITECT PRIOR TO SUBMITTING DRAWINGS TO UNIVERSITY BUILDING OFFICIAL. CONTRACTOR SHALL MAKE ALL APPROVED MODIFICATIONS TO EXISTING SPRINKLER SYSTEMS.

MECHANICAL:1. MECHANICAL DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2015

EDITION OF THE INTERNATIONAL MECHANICAL CODE (IMC), INCLUDING REFERENCED CODES AND STANDARDS, AND THE REQUIREMENTS OF LOCAL BUILDING OFFICIALS.

2. MECHANICAL EQUIPMENT LOCATIONS SHOWN FOR DESIGN INTENT ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LOCATIONS, AND FIELD CONDITIONS PRIOR TO INSTALLATION.

3. SHOP DRAWINGS TO BE PROVIDED FOR APPROVAL FOR ALL DUCTWORK.

PLUMBING / MECHANICAL / ELECTRICAL

1. EXISTING DIMENSIONS, SQUARE FOOTAGES, AND SIZES/LOCATION OF EXISTING EQUIPMENT ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL SITE CONDITIONS PRIOR TO SUBMITTING A BID. IF CONDITIONS IN FIELD DIFFER FROM THOSE SHOWN, NOTIFY OWNER/ARCHITECT IMMEDIATELY.

2. CONTRACTOR SHALL VERIFY THE AVAILABILITY OF EXISTING FACILITIES AND UTILITIES AT THE PROJECT SITE PRIOR TO SUBMITTING A BID. COSTS ASSOCIATED WITH THE USE OF EXISTING UTILITIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

3. CONTRACTOR SHALL NOTIFY ALL UTILITIES, INCLUDING BUT NOT LIMITED TO WATER/ SEWER, ELECTRIC, GAS, TELEPHONE, HAVING SERVICE CONNECTIONS TO THE EXISTING BUILDING PRIOR TO DEMOLITION TO ENSURE THAT ANY EQUIPMENT HAS BEEN PROPERLY REMOVED, UNPLUGGED, CAPPED/PLUGGED, OR SEALED AS REQUIRED FOR DEMOLITION AND/OR NEW WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL, CAPPING/PLUGGING, AND SEALING OF SERVICES REMAINING IN WORK AREAS AS REQUIRED FOR DEMOLITION AND/OR NEW WORK.

4. REMOVE EXISTING ITEMS/MATERIALS TO SUBSTRATE AS INDICATED AND REQUIRED FOR NEW WORK.

5. REMOVE DEMOLISHED MATERIALS FROM SITE DAILY AFTER ALLOWING OWNER FIRST RIGHT OF REFUSAL FOR ANY SALVAGEABLE MATERIALS.

6. COORDINATE DEMOLITION AND ITEMS TO BE REMOVED WITH NEW WORK AND ITEMS TO BE REPLACED OR RELOCATED.

7. ANY DOOR LOCK HARDWARE & CORES REMOVED SHALL BE TURNED OVER TO THE VIRGINIA TECH KEY SHOP.

8. EXISTING ITEMS TO BE RELOCATED/REINSTALLED SHALL BE REMOVED, STORED, AND PROTECTED BY CONTRACTOR DURING DEMOLITION ACTIVITIES AS REQUIRED FOR REINSTALLATION. ITEMS DAMAGED BY CONTRACTOR SHALL BE REPLACED WITH EQUAL ITEMS APPROVED BY THE OWNER AND AT CONTRACTOR'S EXPENSE.

9. EXISTING ITEMS AND ADJACENT CONSTRUCTION TO REMAIN IN AREAS OF WORK SHALL BE PROTECTED DURING DEMOLITION ACTIVITIES. ITEMS DAMAGED BY CONTRACTOR SHALL BE REPLACED AT CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE OWNER.

10. PATCH AND REPAIR ANY DAMAGED EXISTING SURFACES TO REMAIN WITH SIMILAR MATERIALS AND AS REQUIRED TO MATCH NEW WORK.

11. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OF STRUCTURAL MEMBERS AND EXISTING/TEMPORARY STRUCTURES, AND PROVIDE ADDITIONAL SHORING DURING DEMOLITION OF EXISTING WALLS, ETC. AS REQUIRED FOR THE DURATION OF THE PROJECT.

DEMOLITION

REVISIONS DATE

F HC

J

JHC J

TRAVEL DISTANCE = 86'

387 SF

KITCHEN

204

ELEVATOR

B12

974 SF

MARKET

203

8 SF

STORAGE

203A

2 OCC

17 OCC

CORRIDOR

CR-2

VESTIBULE

B8

FOOD COURT

202

70' COMMON PATH OF EGRESS TRAVEL

EXIST FEC

19

49

160

(E)

EXISTING WALK-INS TO REMAIN

2

1 HR. FIRE RATED PARTITION

LEGEND

2 HR. FIRE RATED PARTITION

PATH OF TRAVEL

AREA OF WORK

160

EXIT SIGN, (E) = EXIST- SEE ELECTRICAL

MAX EGRESS CAPACITY

19 OCCUPANT LOAD AT LOCATION

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BUILDING & PROJECT CODE DATA

REFERENCE CODES:

ORIGINAL BUILDING CONSTRUCTED:OCCUPANCY CLASS:CONSTRUCTION TYPE:BUILDING AREA, GROSS:FLOOR AREA GROSS:

MINIMUM FIRE SEPARATION (6' OR GREATER):EXTERIOR BEARING WALLS:EXTERIOR NONBEARING WALLS:

MINIMUM FIRE SEPARATION (LESS THAN 6'):EXTERIOR BEARING WALLS:EXTERIOR NONBEARING WALLS:

FIRE WALLS AND PARTY WALLS:FIRE ENCLOSURES OF EXITS, EXIST HALLWAYSAND STAIRWAYS:SHAFTS AND ELEVATOR HOISTWAYS:EXIST ACCESS CORRIDORS:SEPARATION OF TENANT SPACES:OTHER NONBEARING PARTITIONS:INTERIOR BEARING WALLS, PARTITIONS, COLUMNS, GIRDERS, TRUSSES, AND FRAMGING:STRUCUTRAL MEMBERS SUPPORTING WALLS:FLOOR CONSTRUCTION INCLUDING BEAMS:ROOF CONSTRUCTION, INCLUDING BEAMS, TRUSSES AND FRAMING, ARCHES AND ROOF DECK:

BUILDING DATA

LIFE SAFETY PLAN

PROJECT DATA

1984 VIRGINIA UNIFORM STATEWIDE BUILDING CODE - 1984 BOCA AS AMENDED BY VIRGINIA

1988A-32C24,100 SQ. FT.7,900 SQ. FT.

0 HOUR TABLE 4010 HOUR TABLE 401

1 HOUR TABLE 4011 HOUR TABLE 4012 HOURS TABLE 401 & 1402

2 HOURS TABLE 4012 HOURS TABLE 4011 HOUR TABLE 4010 HOUR TABLE 4010 HOUR TABLE 401

0 HOUR TABLE 4010 HOUR TABLE 4010 HOUR TABLE 401

0 HOUR TABLE 401

1/4" = 1'-0"LS1LS1A2.1

1 LIFE SAFETY PLAN

REFERENCE CODES:

BUILDING NAME:BUILDING NUMBER:SCOPE OF WORK:BUILDING OCCUPANCY USE GROUP:OCCUPANT LOAD AREA OF WORK:CONSTRUCTION TYPE:FLOOR AREA, GROSS:PROJECT AREA:FIRE SUPPRESSION:FIRE ALARMS:

2015 VIRGINIA EXISTING BUILDING CODE (VEBC, VOLUME II OF THE VUSBC)2015 INTERNATION EXISTING BUILDING CODE (IEBC)2015 VIRGINIA CONSTRUCTION CODE (VCC), AS REFERENCED IN 2015 VEBC2015 INTERNATIONAL BUILDING CODE (IBC), AS REFERENCED IN 2015 IEBC2010 ADA STANDARDS FOR ACCESSIBLE DESIGN2009 ICC / ANSI A117.1 (ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES

G. BURKE JOHNSTON STUDENT CENTER193RENOVATION OF EXISTING SPACE, LEVEL 2 ALTERATIONA-319 (MERCANTILE: 17 @ 60 SF PER OCCUPANT; KITCHEN: 2 @ 200 SF PER OCCUPANT)IIB7,900 SQ. FT.1,530 SQ. FT.YESYES

0 8 12 164

1/4" = 1' - 0"N

REVISIONS DATE

F HC

J

JHC J

J J

J

J

C

S

S F 30

S S

S

J

± 2' - 3"

± 1' - 0"

1

2

3

3

5

4

6

7

8

8

9 9

10

10

11

1112 13

14

14

14

14

14

15

15 14

14 16

21

23

23

23

23

24

22

22

25

1

15

15

11

11

17

18

1818

1818

19

19

20

9 9

44"

CLE

AR

MIN

± 5

' - 4

"

PROVIDE TEMPORARY DUST PROTECTION TO PROTECT BALCONY SPACE ABOVE

1. EXIST RESILIENT FLOORING & BASE REMOVED BY OTHERS. VERIFY EXTENTS. REMOVE ANY REMAINING FLOORING AND BASE. REMOVE ALL ASSOCIATED ADHESIVES THAT REMAIN. PATCH & PREP SLAB AR REQ'D FOR NEW WORK.

2. EXIST FLOORING TO REMAIN. TRANSITION TO ALIGN W/ EXIST COLOR TRANSITION FROM BLUE TO GRAY. GRAY VCT TO REMAIN.

3. EXIST RESILIENT FLOORING TO REMAIN. ALIGN TRANSITION W/ EXIST VCT JOINT.

4. EXIST CERAMIC & QUARRY TILE FLOORING AND ALL WALL BASE REMOVED BY OTHERS. VERIFY EXTENTS. REMOVE ANY REMAINING TILE AND BASE THAT REMAINS. REMOVE ALL ASSOCIATED ADHESIVES THAT REMAIN. PATCH & PREP FOR NEW WORK.

5. EXIST QUARRY TILE FLOORING AND QUARRY TILE BASE TO REMAIN IN KITCHEN. REMOVE & REPLACE DAMAGED TILES. DEMO ALL RESILIENT BASE. FLOOR TRANSITION TO ALIGN W/ AND BE CONCEALED BY NEW DOOR.- SEE NEW WORK.

6. EXIST FIRE EXTINGUISHER CABINET (FEC) TO REMAIN.

7. REMOVAL & RELOCATION OF COKE EQUIPMENT BY COKE. COORDINATE WITH OWNER'S COKE REPRESENTATIVE.

8. EXIST PLUMBING FIXTURE TO REMAIN. MODIFY AS REQ'D PER PLUMBING DRAWINGS.- SEE PLUMBING

9. EXIST WALK-IN COOLERS TO REMAIN.

10. DEMO EXIST FLOOR SINK AND CAP WASTE LINE BELOW FLOOR.- SEE PLUBMING

11. DEMO EXIST WALL AND BULKHEAD. DEMO ALL PIPING, CONDUIT, ETC TO BEHIND FINISHED SURFACES TO REMAIN. COORDINATE REMOVAL OF COKE LINES W/ OWNER'S COKE REPRESENTATIVE. PROTECT AND PATCH EXIST CEILING TO REMAIN.

12. DEMO EXIST KNEE WALL AND PARTIAL HEIGHT DOOR.

13. MODIFY OPENING AS REQ'D FOR NEW WALL, DOOR & FRAME.- SEE NEW WORK

14. DEMO EXIST WALL FINISHES FOR THE ENTIRE LENGTH AND HEIGHT (±4" ABOVE ACT CEILING UON) OF WALL SEGMENT ON SIDE INDICATED, INCLUDING, BUT NOT LIMITED TO: WALL TILE, BACKER BD, GYP BD, TRIM, FRP, ETC, AS REQ'D TO FULLY EXPOSE EXISTING METAL STUDS.

15. EXIST GYP BD TO REMAIN ON WALL ABOVE BULKHEAD.

16. DEMO EXIST CHAIR RAIL FROM EXIST WALL.

17. DEMO EXIST WOOD WALL TRIM.

18. DEMO EXIST WALL SCONCE.- SEE ELECTRICAL

19. DEMO EXIST CEILING AS REQ'D FOR NEW WORK. PATCH BACK EXISTING CEILING WITH SALVAGED COMPONENTS.- SEE NEW WORK

20. MODIFY BULKHEAD AT EXIST OPENING AS REQ'D TO RAISE TO HEIGHT INDICATED ON NEW WORK DRAWINGS.- SEE NEW WORK

21. ALL EXIST TILE WALLS TO REMAIN IN KITCHEN. REMOVE ALL TAPE, FASTENERS, RESIDUE, ETC ON EXIST TILE TO REMAIN. CAREFULLY REMOVE & REPLACE ANY CRACKED OR DAMAGED TILES W/ NEW TILES TO MATCH. REPLACE TILES WITH HOLES LARGER THAN 3/8" WITH NEW TILES TO MATCH EXIST.

22. CAREFULLY REMOVE ALL EXIST FRP FROM WALLS IN KITCHEN. PREP WALLS TO RECEIVE NEW FRP.

23. CORNER GUARD TO REMAIN.

24. CAREFULLY DEMO WALL SHELVES. PROTECT TILE.

25. SCRAPE AND PREP EXIST ELECTRICAL PANELS TO REMAIN AND BE RE-PAINTED AS PART OF THE NEW WORK.

KEYED DEMOLITION NOTES X GENERAL WORK NOTESAPPLY TO ALL SHEETS & PHASES OF THE WORK.

A. ALL NEW & EXIST. SURFACES TO REMAIN ARE TO BE FREE OF ALL EXIST. OR NEW BUILD-UPS, DRIPS, ETC. TO PROVIDE A SMOOTH, PROFESSIONAL APPEARANCE.

B. UNLESS OTHERWISE NOTED, ALL EXIST, ABANDONED DUCT WORK, PIPING, AND EQUIPMENT SHALL BE REMOVED. ALL DUCTS AND PIPES SHALL BE CAPPED BEHIND FINISH SURFACES. WHERE THIS OCCURS WITHIN EXIST SURFACES THAT ARE LEFT EXPOSED IN THE FINISHED WORK, THESE SURFACES SHALL BE PATCHED WITH NEW MATERIALS TO MATCH AND BLEND WITH EXISTING.

C. PROTECT ALL EXIST SURFACES & FINISHES THAT ARE TO REMAIN IN THE FINISHED WORK. PREP SURFACES AS REQ'D FOR NEW FINISHES AS SCHEDULED.

D. WHEREVER ANY SURFACE THAT IS LEFT EXPOSED IN THE FINISHED WORK AND IS NEWLY EXPOSED, CUT, SOILED, OR OTHERWISE DAMAGED AS PART OF THIS WORK IT SHALL BE PATCHED WITH NEW MATERIALS TO MATCH AND BLEND INTO THE EXISTING.

E. ALL EXIST OR NEWLY EXPOSED SURFACES REMAINING IN THE FINISHED WORK SHALL BE PATCHED AND PREPPED WITH NEW MATERIALS AS REQ'D TO RECEIVE NEW WORK AND FINISHES AS SHOWN AND AS SCHEDULED.

F. PATCH ALL EXIST WALLS, FLOORS, CEILINGS, AND/OR OTHER SURFACES TO MATCH SURROUNDING WORK WHERE ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING ITEM OR EQUIPMENT IS REMOVED FROM THAT SURFACE AND THE WALL OR SURFACE REMAINS EXPOSED IN THE FINISHED WORK.

G. REFER TO PLUMBING, MECHANICAL & ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. FULLY COORDINATE DEMO & NEW WORK WORK WITH ALL OTHER DISCIPLINES.

H. PROVIDE AV DATA, NI&S & ELECTRICAL ROUGH-IN TO ACCOMMODATE ALL EQUIPMENT.- SEE ELECTRICAL

I. PROVIDE & INSTALL NEW LIGHT FIXTURES.- SEE ELECTRICAL

J. ALL EXIST. VISIBLE SURFACES TO REMAIN IN AREAS OF NEW WORK TO RECEIVE NEW FINISHES.- SEE FINISH SCHEDULE

DEMO LEGEND

EXISTING TO DEMO

EXISTING TO REMAIN

2 HR FIRE RESISTANCE RATING


ELECTRICAL PANELS- SEE ELECTRICALEP

DIFFUSER- SEE MECHANICAL

RETURN- SEE MECHANICAL

RECESSED CAN LIGHT FIXTURE- SEE ELECTRICAL

LIGHT FIXTURE- SEE ELECTRICAL

ELECTRICAL COMPONENTS- SEE ELECTRICAL

SPRINKLER- SEE SPRINKLER DWGS

FS J

TEMPORARY DUSTPARTITION

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1/4" = 1'-0"A1.1A1.1A2.1

1 DEMO PLAN

1/4" = 1'-0"A1.1A1.1A2.1

2 DEMO RCP

REVISIONS DATE

0 8 12 164

1/4" = 1' - 0"N

J

S F 30

S S

J

O1

F30

F30

F30

S

O1

O1

PS

J

C

D

13 14 15 161211

B

1

A2.2A1.2

A1.2

3/ A

2.1

A1.2

5/ A

2.1

387 SF

KITCHEN

204

ELEVATOR

B12

STORAGE

203A

974 SF

MARKET

203

A1.2

1/ A2.1

1

A1.2A1.3

4

A1.2A1.3

CORRIDOR

CR-2

VESTIBULE

B8

FOOD COURT

202

A1.2

4/ A

2.1

± 6' - 0"

± 6

' - 3

1/2

"2

' - 4

7/8

"± 1

' - 2

"± 1

3' -

5 7

/8"

203 203A

204

C

A

AA

AA

B

BB

B

A1.2

2/ A2.1

2

A1.2A1.3

1' - 0 1/2" ± 13' - 1" 3' - 3 1/4" ± 8' - 11 7/8"

EQ

9 7

/8"

6' -

10"

9 7

/8"

EQ

1"

2' - 1"

1' -

6"

3

A1.2A1.3

± 4' - 7 5/8" 2' - 10"

± 6

' - 2

5/8

"± 1

2' -

8 5

/8"

3' -

9"

12' -

2"

CLE

AR

MIN

, V

ER

IFY

A1.2

6/ A

2.1

22

2

1 55

52

3

3

3

3

24 5

3

6

6

6

6

6

15

27

8

8

8

8

8

10

10

10 1011

1112

2

A1.2A1.3

OPP

8

13

EP

EP

EP

7

7

7

21

21

C

D

13 14 15 161211

B

1

A2.2A1.2

A1.2

3/ A

2.1

A1.2

5/ A

2.1

2' - 1 1/2" TYP

A1.2

4/ A

2.1

8' - 6"

8' - 0"

8' - 6"8' - 0"

11' - 0"

11' - 0"

A1.2

2/ A2.1

3

A2.2A1.2

8' - 0"

EQ

EQ

EQ EQ

14

14

1617

17

16

18

18

18 19

20

1. PROVIDE & INSTALL LIGHTWEIGHT SELF-LEVELING UNDERLAYMENT, LEVEL SET 200 BY TEC OR APPROVED EQUAL, AS REQUIRED TO BRING FLOOR AREA WHERE EXISTING CERAMIC & QUARRY TILE WAS REMOVED LEVEL & FLUSH W/ ADJACENT AREA, ±1/2". PREP EXIST FLOOR & INSTALL PER MFR'S RECOMMENDATIONS. PREP FOR NEW FLOOR FINISH AS REQ'D BY FINISH FLOOR MFR.- SEE FINISH SCHEDULE, NOTES & PLAN

2. PROVIDE & INSTALL NEW FINISHES.- SEE FINISH SCHEDULE, NOTES & PLAN

3. PROVIDE & INSTALL CASEWORK & COUNTERTOP.- SEE FINISH SCHEDULE, NOTES & PLAN

4. EXIST QUARRY FLOOR TILE & BASE TO REMAIN IN KITCHEN, SEE DEMO PLAN. CLEAN & RE-GROUT ALL EXIST QUARRY TILE TO REMAIN.- SEE TILE NOTES

5. INSTALL & MAKE ALL FINAL CONNECTIONS TO EQUIPMENT. PERFORM START-UP W/ OWNER'S REPRESENTATIVES PRESENT TO ASSURE ALL FINAL CONNECTIONS ARE OPERATING.- SEE EQUIPMENT PLAN- SEE ELECTRICAL- SEE PLUMBING

6. PROVIDE COUNTERTOP CUTOUTS AS REQ'D FOR EQUIPMENT INSTALLATION. VERIFY ALL EQUIPMENT W/ OWNER PRIOR TO MAKING ANY CUTOUTS. VERIFY ALL CUTOUT SIZES & LOCATIONS WITH EQUIPMENT MANUFACTURER PRIOR TO MAKING ANY CUTOUTS. CAREFULLY COORDINATE CUTOUT LOCATIONS W/ SUPPORTS.- SEE EQUIPMENT PLAN

7. PROVIDE & INSTALL NEW FRP WALL COVERINGS ON ALL WALLS W/O EXIST WALL TILE TO REMAIN WITHIN THE KITCHEN FOR THE FULL HEIGHT OF THE WALL UP TO THE CEILING.- SEE FINISH SCHEDULE, NOTES & PLAN

8. PROVIDE & INSTALL NEW GYP BD ON WALLS AS REQ'D TO MEET EXISTING GYP GD TO REMAIN, MIN 4" ABOVE CEILINGS.

9. PROVIDE & INSTALL ORNAMENTAL METAL FENCE & GATE.- SEE ELEVATIONS, DETAILS & SPECIFICATIONS

10. PROVIDE & INSTALL TILE ON 1/2" BACKER BD OVER COUNTER.- SEE ELEVATIONS, SECTIONS, DETAILS & FINISH NOTES

11. PROVIDE & INSTALL CORNER GUARD UP TO 7'-0" AFF.- SEE FINISH NOTES

12. PROVIDE & INSTALL STOREFRONT FRAMING SYSTEM, GLAZING, DOOR & HARDWARE.- SEE ELEVATIONS & SPECIFICATIONS

KEYED NEW WORK NOTES X

13. PROVIDE & INSTALL NEW WALL FRAMING & FINISHES AT NEW DOOR LOCATION TO MATCH & BE FLUSH WITH ADJACENT WALLS. FRAMING TO EXTEND TO STRUCTURE ABOVE.

14. PROVIDE & INSTALL FELT BAFFLE BEAMS.- SEE FINISH NOTES

15. EXIST KITCHEN WALL TILE TO REMAIN, SEE DEMO PLAN.

FILL ALL HOLES LESS THAN OR EQ TO 3/8" ⌀ W/ SILICONE SEALANT TO MATCH TILE COLOR. CLEAN & RE-GROUT ALL WALL TILE TO REMAIN.- SEE TILE NOTES

16. PROVIDE & INSTALL GYP BD BULKHEAD, 3 5/8" 20 GA METAL FRAMING @ 24" OC MAX W/ 5/8" GYP BD. COVER ENTIRE BULKHEAD WITH FRP TO MATCH ADJACENT WALLS.- SEE FINISH NOTES

17. PROVIDE & INSTALL WALL SCONCE.- SEE ELECTRICAL

18. DISPLAY (NIC). PROVIDE & INSTALL FIRE RESISTANT WOOD BLOCKING FOR OWNER PROVIDED DISPLAYS. PROVIDE & INSTALL POWER & DATA ROUGH-IN FOR DISPLAYS. VERIFY EXACT LOCATIONS W/ OWNER & ARCHITECT.- SEE FINISH NOTES- SEE ELECTRICAL

19. DISPLAY (NIC). PROVIDE & INSTALL POWER & DATA ROUGH-IN FOR OWNER PROVIDED DISPLAYS IN CEILING. VERIFY EXACT LOCATION W/ OWNER & ARCHITECT.- SEE ELECTRICAL

20. SIGNAGE (NIC). PROVIDE & INSTALL POWER FOR OWNER PROVIDED SIGNAGE IN JUNCTION BOX BEHIND FINISHED SURFACE. BOX SHALL BE ACCESSIBLE FROM ACCESSIBLE CEILING AREA BELOW. VERIFY EXACT LOCATION W/ OWNER & ARCHITECT.- SEE ELECTRICAL

21. RE-PAINT EXIST ELECTRICAL PANELS.

NEW WORK LEGEND

NEW CONSTRUCTION

EXISTING TO REMAIN


X WALL TYPE


ELECTRICAL PANELS- SEE ELECTRICALEP

CEILING HEIGHT A.F.F.

DIFFUSER- SEE MECHANICAL

RETURN- SEE MECHANICAL

RECESSED CAN LIGHT FIXTURE- SEE ELECTRICAL

TRACK LIGHT FIXTURE- SEE ELECTRICAL

LIGHT FIXTURE- SEE ELECTRICAL

ELECTRICAL COMPONENTS- SEE ELECTRICALSPRINKLER

- SEE SPRINKLER DWGS

FS J

18 GA MIN, 3 5/8" METAL STUDS @ 16" OC

A

WALL TYPES

EXTEND FRAMING WHERE NOTED

ACT CEILING

18 GA MIN, 3 5/8" METAL STUDS @ 16" OC

B

5/8" GYP BD, EA SIDE- SEE FINISH NOTES

5/8" GYP BD- SEE FINISH NOTES

BASE PER SCHEDULE- SEE FINISH SCHEDULE


4"

UO

N

18 GA MIN, 6" METAL STUDS @ 16" OC

5/8" GYP BD, EA SIDE- SEE FINISH NOTES


4"

UO

N

C

STRUCTURE OR EXIST GYP BD CEILING

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1/4" = 1'-0"A1.2A1.2A2.1

1 NEW WORK PLAN

1/4" = 1'-0"A1.2A1.2A2.1

2 NEW WORK RCP

REVISIONS DATE

0 8 12 164

1/4" = 1' - 0"N

5

A2.3A1.3

6

A2.3A1.3

3

A2.3A1.3

± 2' - 4" 3' - 0" 4' - 0" 4' - 0" 4' - 0"

FILLER1 1/2"

4' - 0"

FILLER± 2 3/4"

COUNTERTOP EDGE ABOVE

OWNER PROVIDED EQUIPMENT

6"⌀ ALUMINUM PIPE SLEEVE AT WALL PENETRATION, COORDINATE LOCATION W/ EXIST FILTER RECESS & COKE

2"

2' -

2"

CLE

AR

8"

2"

± 1

' - 9

"

CLE

AR

8"

2" ± 4' - 2 1/4" (4' - 0" MIN)

± 5

"

REMOVABLE REAR PANELS, TYP

REMOVABLE INTERMEDIATE SUPPORT, TYP AT 4' CABINETS

3' -

0"

WATERFALL EDGE, ALIGN W/ BULKHEAD ABOVE

2"

PLAM OVER EXPOSED PLYWOOD

5/8" GYP BD ON EXIST FRAMING BELOW COUNTER

COORD LOCATION & SIZE OF SYRUP LINE CUTOUT W/ OWNER & COKE REP

2 5

/8"

PLAM

COORD COUNTER CUTOUTS WITH OWNER & EQUIPMENT

FLOOR DRAINS COORD ACCESS W/ OWNER/ARCHITECT

ROUTE DRAIN LINE FOR EQUIP 5A THRU WALL - SEE PLUMBING

ANGLE BRACKET. COORD W MILLWORKER

2"

3' -

0"

2"

3' -

4"

2' - 3"

1' - 9"2" 4"


2"⌀ GROMMET HOLE, COORD EXACT LOCATION W/ OWNER

WATERFALL EDGE, EA SIDE

A1.3

7/ A

2.1

7

A2.3A1.3

2

A2.3A1.3


2' - 2"

4" 3' - 8"

2' - 0"

1' - 3 1/2"

60.00°2"⌀ GROMMET HOLETYP OF (3)

COUNTERTOP UP LIGHT, TYP OF (3)- SEE ELECTRICAL

EQEQ

NOTE: ALL DIMENSIONS TYPICAL

1"

4 1

/4"

2' -

1"

1"

1"

6"

6"

1/4

"

1"

1/4

"

A1.3

6/ A2.4

A1.3

5/ A2.4

9 7/8"6' - 10"9 7/8"

1"

3/8" x 4" LAG SCREWS, TYP AT WALL CONNECTIONS

1/4" PLATE STEEL POST FLANGE W/ (4) 5/8" HOLES. EMBED 1/2" THREADED ROD 2" IN CONC SLAB W/ EPCON G5 ADHESIVE BY RED HEAD OR APPROVED EQUAL. BOLT FLANGE TO FLOOR. REMOVE EXCESS THREADED ROD.

1/4" ⌀ HOOK & EYE BOLT EA SIDE,FINISH TO MATCH FENCE

± 4' - 2 3/8" CLEAR

115.00°1

1/2

" T

AB

1 1

/2"

TA

B

TILE ON 1/2" BACKER BD,TYP ALL SIDES

2x WD BLOCKING, TYP- SEE FINISH NOTES

SS SCHLUTER-FINEC TRIM,TYP AT ALL OUTSIDE CORNERS

MIN 16 GA, 8" DOUBLE METAL STUDS EA SIDE

5

A2.2A1.3

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3/4" = 1'-0"A1.3A1.3A1.2

1 BELOW COUNTER PLAN - MAIN3/4" = 1'-0"A1.3A1.3A1.2

2 BELOW COUNTER PLAN - POS

3/4" = 1'-0"A1.3A1.3A1.2

3 BELOW COUNTER PLAN - SOUP1 1/2" = 1'-0"A1.3A1.3A1.2

4 PLAN DETAIL - GATE

REVISIONS DATE

F HC

J

JHC J

KITCHEN

204

22

ELEVATOR

B12

8

24

23

21

17 17 17

116

13

4

4

4

12

9

10

66

STORAGE

203A

MARKET

203

15

15

7

14

26

26

18

20

19

19

27

27A

3

25

20A

28

5 2

1"

11

CORRIDOR

CR-2

VESTIBULE

B8

FOOD COURT

202

203203A

204

OWNER PROVIDED METRO SHELVING, TYP

14

36

14

36

14

36

14

36

1448

4 3

/8"

14

14OWNER PROVIDED SHELVING

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1/4" = 1'-0"A1.4A1.4A2.1

1 EQUIPMENT PLAN

EQUIPMENT SCHEDULEMARK EQUIPMENT NAME MANUFACTURER MODEL COUNT FURNISHED BY INSTALLED BY COMMENTS

1 PRODUCE EURO TABLE MARCO COMPANY MET03 OSQ 3636 1 OWNER CONTRACTOR

2 HEATED AIR CABINET HATCO FS3HAC-3026 1 OWNER CONTRACTOR

3 UPRIGHT FREEZER NESTLE MINI-UPRIGHT 1 OWNER CONTRACTOR

4 REFRIGERATED CASE STRUCTURAL CONCEPTS CO47R 3 OWNER CONTRACTOR

5 F'REAL BLENDER BAR FREEZER F'REAL FR10-0011 1 OWNER CONTRACTOR

5A F'REAL BLENDER BAR BLENDER F'REAL FR00-0106 1 OWNER CONTRACTOR

6 FROZEN BEVERAGE DISPENSER BUNN ULTRA-2 HP 34000.0079 2 OWNER CONTRACTOR

7 COKE MACHINE LANCER IBD 4500-25 1 VENDOR VENDOR

8 ICE MACHINE HOSHIZAKI KMD-410MAJ 1 OWNER CONTRACTOR

9 ESPRESSO MACHINE FRANKE A1000 FM CM, SU 12 CM, FS6 1 OWNER CONTRACTOR

10 COFFEE BREWER CURTIS G4GEMT10A1000 1 OWNER CONTRACTOR

11 UNDERCOUNTER REFRIGERATOR HOSHIZAKI AMERICA CRMR27-LP 1 OWNER CONTRACTOR

12 AUTOMATIC SALAD MACHINE CHOWBOTICS SALLY 2.0 1 OWNER CONTRACTOR

13 ROUND AISLE DISPLAY MADIX LUXE ROUND FEATURE AISLE DISPLAY 1 OWNER CONTRACTOR

14 HOTWELL VOLLRATH 72009 3 OWNER CONTRACTOR

15 ROUND AISLE DISPLAY MADIX LUXE ROUND FEATURE AISLE DISPLAY 2 OWNER CONTRACTOR

16 ROLLING GONDOLA MADIX MAXI LINE SYSTEM ROLLING GONDOLA 1 OWNER CONTRACTOR

17 COKE COOLERS COKE TYPE 04 3 OWNER CONTRACTOR

18 TOASTERS AVA TOAST 184 MDT4 1 OWNER CONTRACTOR

19 MICROWAVE SOLWAVE 180MW112T 2 OWNER CONTRACTOR

20 WATER FILLER SINK T&S BRASS & BRONZE WORKS INC. B-1231 1 OWNER CONTRACTOR

20A WATER FILLER FAUCET T&S BRASS AND BRONZE WORKS INC. B-1210 1 OWNER CONTRACTOR

21 HAND SINK ADVANCE TABCO 7-PS-40 1 OWNER CONTRACTOR

22 RETHERMALIZER ELKAY RTC-16-SL 1 OWNER CONTRACTOR

23 UNDERCOUNTER DISH MACHINE CHAMPION UH-330B 1 OWNER CONTRACTOR

24 TOUCH TURBO CHEF TURBO CHEF i5 1 OWNER CONTRACTOR

25 PREP TABLE ADVANCE TABCO TVKS-368 1 OWNER CONTRACTOR

26 POS CBORD SYMPHONY 2 OWNER CONTRACTOR

27 COMPARTMENT SINK ADVANCE TABCO FC-1-1818 1 OWNER CONTRACTOR K-5 DRAIN; K-4 SUPPORT BRACKET; K-475 LEGS

27A FAUCET ADVANCE TABCO K-161-LU 1 OWNER CONTRACTOR

28 COKE RACK BY VENDOR BY VENDOR 1 VENDOR VENDOR REVISIONS DATE

1. VERIFY ALL EQUIPMENT SIZES PRIOR TO INSTALLATION.2. UON, EQUIPMENT SHALL BE PROVIDED BY OWNER &

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EQUIPMENT HOOK-UPS.

3. CONTRACTOR TO VERIFY ALL UTILITY CONNECTIONS & LOCATIONS W/ EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN.

4. INSTALL ALL EQUIPMENT PER MANUFACTURERS INSTALLATION INSTRUCTIONS.

5. VERIFY EQUIPMENT SIZE AND COUNTERTOP CUTOUT LOCATIONS.

6. PROVIDE ALL PENETRATIONS / CUTOUTS THROUGH SURFACES AS RECOMMENDED BY EQUIPMENT MANUFACTURER AND AS REQ'D FOR PROPER FUNCTION OF EQUIPMENT.

7. AT WALL MOUNTED SHELVING PROVIDE & INSTALL FRT WOOD BLOCKING, 2X6 MIN. BLOCKING SHALL EXTEND THE LENGTH OF SHELVING.

8. ALL EQUIPMENT W/ CONTROLS SHALL HAVE THE CONTROLS CENTERED ON EQUIPMENT.

9. CONTRACTOR SHALL VERIFY PLUG TYPE OF EXIST EQUIPMENT TO REMAIN. RECEPTACLE AT NEW LOCATIONS SHALL BE AS REQ'D TO OPERATE EQUIPMENT.

10. REFER TO ELECTRICAL AND PLUMBING FOR ADDITIONAL INFORMATION.

EQUIPMENT NOTES

0 8 12 164

1/4" = 1' - 0"N

LEVEL 20' - 0"

5

A2.3A1.3

6

A2.3A1.33

A2.3A1.3

± 2 3/4" FILLER

4' - 0"

1 1/2" FILLER

4' - 0" 4' - 0" 4' - 0" 3' - 0" ± 2' - 4" 2"

2' -

10"

± 5

' - 8

"

4 1

/2"

WATERFALL EDGE COUNTERTOP, MITER JOINT TO BE CUT & MATCH PIECES FROM SAME SLAB

WALL BASE- SEE FINISH NOTES

TILE BACKSPLASH- SEE FINISH NOTES

SS SCHLUTER-JOLLY WALL TRIM AT TILE EDGES

PLAM CABINETS- SEE FINISH NOTES

LEVEL 20' - 0"

LEVEL 314' - 6"

C

1

A2.3A2.14

A2.3A2.15

A1.3A2.4

3' -

5"

8' -

2"

9 7/8"

1

A2.3A2.1

5' -

2"

2' -

10"

TY

PLOUNGE

302

FOOD COURT

202

CLEAR

2' - 0"

EQ

± 2' - 6 1/8"

EQ

± 2' - 6 1/8"

2' -

6"

1' -

8"

2' -

10"

9 7/8" 6' - 10" 9 7/8"± 1' - 2"

ALIGN W/ BULKHEAD

4

A2.2A2.1

12' -

8 7

/8"

± 1

6' -

7 5

/8"

2' - 0" TYP

FELT BAFFLE- SEE FINISH NOTES

TILE ON ALL ARCHWAY SURFACES- SEE FINISH NOTES

PLAM CABINETS - SEE FINISH NOTES

ORNAMENTAL METAL FENCE & GATE- SEE DETAILS & SPECS

4

A2.1A2.4

4

A2.1A2.4

TRACK LIGHTING- SEE ELECTRICAL

WALL BASE - SEE FINISH NOTES

PLAM CABINETS- SEE CABINTERY SPECS


WALL SCONCE- SEE ELECTRICAL

LEVEL 20' - 0"

6' - 9 1/4"

± 3' - 1 5/8"1 3/4"3' - 0"

1 3

/4"

7' -

0"

1 3

/4"

5' -

0 1

/4"

1 3

/4"

2' -

3 3

/4"

4 1

/2"

8' -

0"

SEE SF-1 ELEV SEE SF-3 ELEV

203

STOREFRONT 135° VERT MULLION

STOREFRONT SILL

STOREFRONT HORIZ MULLION


STOREFRONT ENTRANCE

STOREFRONT VERT MULLION

STOREFRONT 135° VERT MULLION

STOREFRONT SILL



STOREFRONT VERT MULLION

SG SG

SG

SG

SG

SG

SG - SAFETY GLASS

4' - 1"

1 3/4" ± 3' - 8 3/8"

4 1

/2"

2' -

3 3

/4"

1 3

/4"

5' -

0 1

/4"

1 3

/4"

8' -

0"

SG

SGSG

LEVEL 20' - 0"

11 1/4"

± 6 5/8" 1 3/4"

1 3

/4"

5' -

0 3

/8"

1 3

/4"

2' -

3 5

/8"

4 1

/2"

8' -

0"

SG

SG

LEVEL 20' - 0"

C

2

A2.3A1.3

4 1

/2"

2' -

0"

COUNTERTOP- SEE FINISH NOTES



EXIST COLUMN, PAINT

LEVEL 20' - 0"

2' -

10"

4 1

/2"

WATERFALL EDGE COUNTERTOP, MITER JOINT TO BE CUT & MATCH PIECES FROM SAME SLAB



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0 4 6 82

1/2" = 1' - 0"

1/2" = 1'-0"A2.1A2.1A1.2

1 ELEVATION @ MAIN COUNTER

1/2" = 1'-0"A2.1A2.1A1.2

5 ELEVATION @ GATE

1/2" = 1'-0"A2.1A2.1A1.2

3 SF-2 ELEVATION1/2" = 1'-0"A2.1A2.1A1.2

2 SF-1 ELEVATION1/2" = 1'-0"A2.1A2.1A1.2

4 SF-3 ELEVATION

1/2" = 1'-0"A2.1A2.1A1.2

6 ELEVATION @ SOUP

REVISIONS DATE

1/2" = 1'-0"A2.1A2.1A1.3

7 ELEVATION @ POS

LEVEL 20' - 0"

LEVEL 314' - 6"

C

D

8' -

2 1/

4" T

YP

FELT BAFFLE, TYP- SEE FINISH NOTES

4

A2.3A2.1

3

A1.2A2.2

± 3 5/8"

9 7/8"

8' -

2"

EQEQ

2

A2.2A2.2

1' -

9 1

/4"

2

A2.2A2.2

OPPSIM

18"

MIN

± 1

' - 6

1/4

"

MARKET

203

CORRIDOR

CR-2

LOUNGE

302

8' -

0"

± 5

' - 3

1/4

"

EXIST SPRINKLER HEAD

C

1' - 2"

1"

4"

2 1

/2"

3/4

"

2" WIDE x 3/16" STEEL BRACKET, PAINT TO MATCH WALL

1/4-20 BUTTON SOCKET HEAD CAP SCREW W/ WASHERS EACH SIDE OF BRACKET

1/4-20 EMBED NUT BY BAFFLE MFR

1/4" COUNTERSUNK TOGGLE BOLTS, CENTER ON BRACKET5/16"x4" SLOT OPENING

FOR BOLT CONECTION

BAFFLE MFR

6" CO

ORD W

/

6"

± 1

/2"

EXIST SIDEWALL DIFFUSER, VERIFY LOCATION

4"

45.00°

4

A2.2A2.1

DRYWALL REVEAL BEYOND

FELT BAFFLE- SEE FINISH NOTES

DRYWALL MOLDING END CLOSURE (DMEC)- SEE FINISH NOTES

WALL TYPE PER PLAN

WIDTH PER WALL TYPE

8' - 0"

11

2' - 1"

EQ EQ

WALL TYPE PER PLAN

"F" REVEAL, ALL SIDES- SEE FINISH NOTES

EXIST BULKHEAD GYP BD TO REMAIN

DEMO EXIST GYP BD INSIDE COLUMN ENCLOSURE

EXIST FRAMING TO REMAIN

EXIST COLUMN TO REMAIN

LEVEL 20' - 0"

3x3x16 GA L-ANGLE

MIN 20 GA 3 5/8" METAL FRAMING @ 16 OC MAX BRIDGING 8" DOUBLE STUD FRAMING



MIN 16 GA, 8" DOUBLE METAL STUDS FRONT & BACK

MIN 20 GA 3 5/8" METAL FRAMING BRIDGING 8" DOUBLE STUD FRAMING

3x3x20 GA 135° CORNER ANGLE

6' - 10"

3' -

5"

8' -

2"

4' -

2 7

/8"

8' -

6 1

/8"

NOTE:EACH SIDE SHALL BE FACED WITH ONE CONT TILE PIECE FOR A MONOLITHIC APPEARANCE

6

A2.2A2.2TYP

135.0

0°

90.00°


MIN 16 GA, 8" DOUBLE METAL STUDS EA SIDE

MIN 20 GA, 3 5/8" BRIDGE FRAMING


2' - 1"

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/8"

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1/2" = 1'-0"A2.2A2.2A1.2

1 SECTION

3" = 1'-0"A2.2A2.2A2.2

2 DETAIL - BAFFLE SUPPORT

6" = 1'-0"A2.2A2.2A1.2

3 DETAIL - WALL CAP1 1/2" = 1'-0"A2.2A2.2A2.1

4 DETAIL - WALL REVEAL

REVISIONS DATE

3/4" = 1'-0"A2.2A2.2A1.3

5 ARCHWAY SECTION1 1/2" = 1'-0"A2.2A2.2A2.2

6 TYP ARCHWAY DETAIL

2x WOOD BLOCKING -SEE FINISH NOTES

1' -

1 1

/2"

4 1

/2"

2' -

10"

2"

1' - 11"

1" 1"

WALL BASE -SEE FINISH NOTES

OWNER PROVIDED EQUIPMENT -SEE EQUIPMENT PLAN

APRON 3/4" PLYWOOD -SEE FINISH NOTES


COUNTERTOP OVER PLYWOOD -SEE FINISH SCHEDULE

ORNAMENTAL FENCE

1' -

2 1

/8"

1' - 9"

PULL- SEE CABINETRY SPECS

9"

DRAWER- SEE CABINETRY SPECS

2' -

6"

1' -

8"

2' -

10"

4 1

/2"

2"

1 1/8"

1' - 6"




SEE PLUMBING

COUNTERTOP OVER 3/4" PLYWOOD -SEE FINISH NOTES

COUNTERTOP FIXTURE CUTOUT TO BE CONFIRMED W/ OWNER PROVIDED EQUIPMENT (TYP)-SEE EQUIPMENT PLAN

1' - 0"

3

A1.2A2.2

6"

GRANITE BACKSPLASH TO MATCH COUNTERTOP

PULL- SEE CABINETRY NOTES


8' -

0"

3

A2.2A1.2

4"

PLAM CABINETS- SEE CABINETRY NOTES

1' - 5"

PLAM CABINETS- SEE CABINETRY NOTES

ADJUSTABLE SHELF IN 1" INCREMENTS (TYP)


± 2

' - 9

5/8

"

2' -

0"

14

EQUIPMENT- SEE EQUIPMENT PLAN

COUNTERTOP OVER PLYWOOD -SEE FINISH NOTES



4"

4 1

/2"

VARIES

2" ⌀ GROMMET HOLE, EASE EDGES, TYP OF (3)

1' - 5"± 4 5/8"1' - 6"

FLUSH MOUNT COUNTER UP LIGHT, TYP OF (3)- SEE ELECTRICAL

SEALANT, TYP

ELECTRICAL BOX, TYP OF (3) -SEE ELECTRICAL


PLAM CABINETS-SEE CABINETRY SPECS


OWNER PROVIDED EQUIPMENT -SEE EQUIPMENT PLAN

TILE BACKSPLASH OVER 1/2" BACKER BD OVER EXIST STUDS- SEE FINISH NOTES

1/8

"

PLAM ON FULL FACE OF END WALL, TYP- SEE CABINET SPECS

WALL BASE-SEE FINISH PLAN

5/8" GYP BD OVER EXIST STUDS- SEE FINISH NOTES

6" x 18" ACCESS PANEL TO CHASE BEHIND CABINETS, PLAM TO MATCH







FLOORING SHALL BE CONT UNDER COUNTERTOP DEPTH (TYP)-SEE FINISH SCHEDULE

6" CONDUIT FOR COKE LINES THROUGH WALL BEYOND

6"

± 2 5/8"

2' -

10"

4 1

/2"

4"

2"

5/8" GYP BD OVER EXIST STUDS-SEE FINISH NOTES

DOOR FRAME BEYOND

SS SCHLUTER-JOLLY WALL TRIM AT TILE EDGE

2' - 7"


SEALANT, TYP

REMOVABLE REAR PANELS, TYP-SEE FINISH NOTES

PLAM CABINETS- SEE CABINETRY SPECS

1' - 9" 8"

4 1

/2"

FLOORING SHALL BE CONT UNDER COUNTERTOP DEPTH (TYP)-SEE FINISH SCHEDULE







2' - 2" 8"

6" CONDUIT FOR COKE LINES THROUGH WALL BEYOND

6"

3' - 0"

2' -

10"

4"

2"

REMOVABLE REAR PANELS, TYP-SEE FINISH NOTES


5/8" GYP BD OVER EXIST STUDS-SEE FINISH NOTES


2" 1' - 9" 4"

2' - 3"








PLAM TO MATCH CABINETS ON INSIDE FACE OF WATERFALL EDGE

2' -

10"

4 1

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1 1/2" = 1'-0"A2.3A2.3A2.1

1 CABINETRY SECTIONS

1 1/2" = 1'-0"A2.3A2.3A2.1


1 1/2" = 1'-0"A2.3A2.3A1.3


1 1/2" = 1'-0"A2.3A2.3A1.3


1 1/2" = 1'-0"A2.3A2.3A1.3


1 1/2" = 1'-0"A2.3A2.3A1.3


REVISIONS DATE

1 1/2" = 1'-0"A2.3A2.3A1.3


PICKET, TYP

RAIL, TYP

RAIL, TYP

RAIL, TYP

PICKET, TYP

6' - 10"

1' - 2" 4' - 6" 1' - 2"

6"

TY

P4

' - 8

"2

' - 4

"3"

3"

8' -

0"

± 2 1/8" 2' - 0" ± 1 3/4" 2' - 0" ± 2 1/8"

2 1/2"3 3/8" 4 1/2" 6"

3' -

0"

3"

1 1

/2"

TY

P3"

TY

P

4' -

0"

HINGE, TYP

FRAME, TYP

6"6"

HINGE, TYP

1

A2.4A2.4

2

A2.4A2.4

TAPERED POST CAP, TYP

1/8" PLATE STEEL, TYP, OVERLAP PER DWGS & TACK WELD TO OTHER PLATES, FRAME, AND PICKETS

3/16" PLATE STEEL, WELD TO ONE FRAME

TYP

1/4" ⌀ HOOK & EYE

BOLT EA SIDE,FINISH TO MATCH FENCE

LEVEL 20' - 0"

7' -

5"

4' -

7"

6"

2' -

2"

2"

6' -

11"

3

A2.4A2.4

TYP

4"

EQ EQ

TYP1 1/2"

EQ EQ

± 3

' - 1

1"

6"

1' - 10"

1/2" 1' - 9" 1/2"

1/2

"5"

1/2

"

EQ

2 3

/4"

EQ

EQ 1' - 3 1/8" EQ

5/8" TYP

3/16" PLATE STEEL

TABS TO BE CENTERED ON PICKETS AND WELDED TO RAILS

LOGO CUTOUT

A CAD DRAWING WILL BE PROVIDED BY ARCHITECT FOR USE IN FABRICATION.

2 1

/4"

1/2

"

5/8" 1/8"1/8"

1/8

"1

/4"

1/8

"

1 7/8"

3/16" PLATE STEEL

A CAD DRAWING WILL BE PROVIDED BY ARCHITECT FOR USE IN FABRICATION.

6"

6"

± 1 3/4"

1"

1 1

/4"

1 1/2" x 1" x 3/16" STEEL ANGLE, WELD TO FRAME

BEST 21B722T PADLOCK, PROVIDE (2), SEE DOOR KEYING NOTES

PROVIDE 1" LONG x 1/2" WIDE SLOT OPENING IN ANGLES FOR PADLOCK

3/16" PLATE STEEL, WELD TO ONE FRAME

PART 1 - GENERALA. SUMMARY

1. THE MANUFACTURER SHALL PROVIDE A COMPLETE ORNAMENTAL FENCING SYSTEM INCLUDING ALL COMPONENTS DEFINED HEREIN (FENCE PANELS, POSTS, GATES AND HARDWARE).

B. QUALITY ASSURANCE1. THE CONTRACTOR MUST BE FAMILIAR WITH THE CONSTRUCTION METHODS AND

MATERIALS INVOLVED IN ORNAMENTAL IRON FENCING.2. THE CONTRACTOR MUST HAVE MANUFACTURED, FABRICATED, AND INSTALLED

ORNAMENTAL IRON FENCING ON FIVE SIMILAR INSTALLATIONS FOR MINIMUM FIVE YEARS. PROVIDE THE FOLLOWING INFORMATION:a. PROJECT EXPERIENCE: PROVIDE CONTACT NAMES AND ADDRESSES FOR

COMPLETED PROJECTS.b. PROVIDE PHOTOGRAPHS, DRAWINGS, AND OTHER DOCUMENTS SHOWING

CHARACTER AND QUALITY OF COMPLETED INSTALLATION.C. REFERENCES

1. ASTM A 36 - STRUCTURAL STEEL, BARS, FLATS, AND SHAPES2. ASTM A 123 - ZINC (HOT-DIPPED GALVANIZED) COATINGS3. ASTM A 500 - STEEL STRUCTURAL TUBING IN ROUNDS AND SHAPES4. ASTM A 513 - ELECTRIC-RESISTANCE-WELDED CAR-BON AND ALLOY STEEL

MECHANICAL TUBINGD. SUBMITTALS

1. SUBMIT THE MANUFACTURER’S SHOP DRAWINGS AND LITERATURE FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. INDICATE PLAN LAYOUT, SPACING OF COMPONENTS, POST FOUNDATION DIMENSIONS, HARDWARE ANCHORAGE, GATES, AND SCHEDULE OF COMPONENTS. PROVIDE PRODUCT LITERATURE FOR ALL HARDWARE. APPROVED SHOP DRAWINGS SHALL BECOME THE BASIS FOR ACCEPTANCE OF THE WORK.

E. DELIVERY, STORAGE & HANDLING1. DELIVER TO THE JOB SITE MATERIALS IN GOOD CONDITION AND PROPERLY

PROTECTED AGAINST DAMAGE TO FACTORY-FINISHED SURFACES. STORE MATERIALS IN A CLEAN, DRY LOCATION AND IN SUCH A WAY AS TO AVOID DAMAGE, ESPECIALLY FROM DUST, CHEMICALS, AND MOISTURE IN THE AIR BY COVERING WITH PROTECTIVE MATERIAL. HANDLE MATERIALS CAREFULLY ON THE JOB SITE TO PROTECT FACTORY FINISHES.

F. 1.08 WARRANTY1. PROVIDE MANUFACTURER'S TWO YEAR WARRANY AGAINST MATERIAL AND

MANUFACTURING DEFECTS.

PART 2 - PRODUCTSA. ACCEPTABLE MANUFACTURERS

1. THOSE MEETING THE QUALIFICATIONS LISTED ABOVE.B. MATERIALS

1. RAILS AND POSTS SHALL BE MANUFACTURED FROM TUBING MEETING THE REQUIREMENTS OF ASTM A 513 OR A 500 GRADE B.a. RAILS: 1" SQUARE, 11 GAb. POSTS: 2" SQUARE, 11 GA

2. SOLID STEEL BARS, FLAT PLATES AND SHAPES SHALL BE MANUFACTURED FROM STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 36.a. PICKETS: 5/8" SQUARE, SOLIDb. PLATE STEEL: SIZE AS INDICATED ON THE DRAWINGS

3. PICKETS FOR GATES SHALL BE OF THE SAME SIZE AND STYLE AS THOSE IN THE FENCE PANELS. FRAMES FOR GATES SHALL BE OF SUFFICIENT SIZE AND THICKNESS TO PROVIDE ADEQUATE SUPPORT WITHOUT SAG, BUT NO SMALLER THAN FENCE RAILS. GATE HARDWARE SHALL BE SUPPLIED BY THE MANUFACTURER AND SHALL BE OF SUFFICIENT SIZE AND CAPACITY TO SUPPORT THE GATE SPECIFIED.a. HINGES TO BE WELD ON BLOCK, BALL BEARING TYPE SUFFICIENT FOR THE WEIGHT

OF THE GATE. FINISH TO MATCH GATE.C. FABRICATION — GENERAL

1. STEEL USED IN THE MANUFACTURING OF PANELS, GATES AND POSTS SHALL CONFORM TO THE ASTM STANDARDS SPECIFIED AND SHALL BE NEW PRIME MATERIAL.

2. PANELS, GATES AND FLANGED POSTS SHALL BE OF WELDED CONSTRUCTION. NO WIRE RODS, SCREWS OR RIVETS SHALL BE ACCEPTED TO ATTACH PICKETS TO RAILS. LAYOUT AND WELDING SHALL BE DONE BY EXPERIENCED CRAFTSMEN. WELDS SHALL BE MADE BY THE GAS METAL ARC METHOD AND WELDS SHALL BE NEAT AND CLEAN. ALL FLUSH WELDS SHALL BE GROUND SMOOTH.

3. AFTER FABRICATION PANELS, GATES, AND POSTS SHALL BE SANDBLASTED (SSPC-SP 6 COMMERCIAL BLAST PER THE SOCIETY FOR PROTECTIVE COATINGS), PRIMED, AND SHOP PAINTED. FINISH SHALL BE APPROVED EQUAL TO THE MASTER PAINT INSTITUTE (MPI) SYSTEM EXT 5.1C-G5 (GLOSS LEVEL 5):

• PRIMER: RUST-OLEUM 7400 SYSTEM QUICK DRY LOW VOC PRIMER (MPI #79)• INTERMEDIATE: MATCHING FINISH COAT• FINISH: RUST-OLEUM 3800 SYSTEM DTM ACRYLIC ENAMEL (MPI #163)

a. COLOR BY OWNER/ARCHITECT FROM MANUFACTURER'S FULL RANGE.b. ALL BOLTS, NUTS, SCREWS, ETC TO BE FINISHED TO MATCH.

PART 3 - EXECUTIONA. PREPARATION

1. THE CONTRACTOR SHALL LAYOUT THE NEW FENCE IN ACCORDANCE WITH THE FENCE CONSTRUCTION PLANS, SHOP DRAWINGS, AND ALL APPLICABLE REQUIREMENTS AND CODES.

2. THE CONTRACTOR SHALL VERIFY ANY GRADE CHANGES OR SURFACE IRREGULARITIES.

3. DISCREPANCIES BETWEEN THE APPROVED SHOP DRAWINGS AND FIELD CONDITIONS MUST BE APPROVED BY THE ARCHITECT OR ENGINEER PRIOR TO PROCEEDING WITH THE INSTALLATION.

B. INSTALLATION1. FENCE POSTS SHALL BE SET PLUMB AND LEVEL AT SPACES SHOWN ON THE

DRAWINGS. POST CAPS SHALL BE AS INDICATED ON THE DRAWINGS.2. FENCE PANELS SHALL BE WELDED TO THE POSTS. FIELD WELDING OF RAIL TO THE

POST SHALL BE A COMPLETE 360 DEGREE (ALL FOUR SIDES). WELDS SHALL BE CLEANED AND COATED WITH A PRIMER THE SAME DAY THE WELDING IS PERFORMED. BOLTED CONNECTIONS SHALL USE BOLTS AND TABS OF THE SIZE INDICATED ON THE DRAWINGS. AFTER TIGHTENING BOLT, THREADS SHALL BE PEENED.

3. GATES SHALL BE INSTALLED PLUMB AND LEVEL AND SHALL BE THE SIZES AND STYLE INDICATED ON THE DRAW-INGS. THE CONTRACTOR SHALL INSTALL ANY GATE STOPS THAT MAY BE REQUIRED. ANY PADLOCK PROVISIONS OR STRIKES SHALL BE FIELD ATTACHED TO ASSURE ALIGN-MENT. THE CONTRACTOR SHALL LUBRICATE THE HINGES, ROLLERS AND OTHER GATE HARDWARE AFTER INSTALLATION.

4. ALL FIELD WELDS AND ANY ABRASIONS TO FACTORY COATINGS SHALL BE THOROUGHLY CLEANED, RE-PRIMED AND TOUCHED UP BY THE CONTRACTOR WITH PAINT OF THE SAME QUALITY, COLOR AND GLOSS OF THAT USED BY THE MANUFACTURER.

C. CLEANING1. THE CONTRACTOR SHALL CLEAN JOB SITE OF EXCESS MATERIALS.

ORNAMENTAL METAL SPECIFICATIONS

2

A2.4A2.4

PICKET, TYP

RAIL - SECURE TO WALL ON EACH SIDE

RAIL - SECURE TO WALL ON EACH SIDE

4"EQ EQ

COUNTERTOP- SEE FINISH NOTES

TYP

4' -

8"

6"

5' -

2"

± 2' - 6 1/8"

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WORK ORDER


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OR

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ME

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GA

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1 1/2" = 1'-0"A2.4A2.4A1.3

5 ELEVATION - GATE FRONT1 1/2" = 1'-0"A2.4A2.4A1.3

6 ELEVATION - GATE REAR

3" = 1'-0"A2.4A2.4A2.4

1 DETAIL - LOGO12" = 1'-0"A2.4A2.4A2.4

2 DETAIL - FINIAL6" = 1'-0"A2.4A2.4A2.4

3 DETAIL - LOCK

(FROM FOOD COURT) (FROM MARKET)

REVISIONS DATE

3/4" = 1'-0"A2.4A2.4A2.1

4 ELEVATION - FENCE

2"

SE

E D

OO

R S

CH

ED

ULE

2"

SEE DOORSCHEDULE 2"

WELDED HOLLOW METAL FRAME

DOOR TYPES FRAME TYPES

A F-1B

SG = SAFETY GLAZING

5 1

/2"

10"

SG

5 1/2" 5 1/2"

SG

3' -

7"

6"6"

10"

C

JAMB TYPES

J-1


5/8" GYP. BD. -EA. SIDE

MTL. FRAMING

J-2


5/8" GYP. BD. -EA. SIDE

MTL. FRAMING

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A3.1

SC

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DOOR SCHEDULEDOOR

NO.

DOOR FRAMEMAT'L. JAMB HD'W. REMARKSTYPE W H T MAT'L. GLAZING

203 C 3' - 0" 7' - 0" 0' - 1 3/4" ALUM SG ALUM 1 SEE STOREFRONT NOTES

203A A 2' - 10" 6' - 8" 0' - 1 3/4" WD -- HM J-1 2 UNDERCUT 3/4"

204 B 3' - 0" 6' - 8" 0' - 1 3/4" WD -- HM J-2 3

FINISH SCHEDULE

ROOM NO. ROOM NAMEFLOORFINISH BASE MATERIAL

WALL CEILING

MATERIAL FINISH MATERIAL HEIGHT

202 FOOD COURT EXIST EXIST EXIST EXIST EXIST VARIES

203 MARKET LVT B1 GYP BD PAINT EXIST GYP BD / EXIST ACT VARIES / 8' - 6"

203A STORAGE LVT B2 GYP BD PAINT ACT 8' - 0"

204 KITCHEN EXIST QT B2 / EXIST QTB FRP / EXIST TILE FRP / EXIST TILE EXIST ACT 8' - 6"

CR-2 CORRIDOR LVT B1 GYP BD PAINT EXIST 11' - 0"

1. EXISTING & NEW DOOR FRAMES TO BE FREE OF DRIPS & BUILD UPS, ETC. TO PROVIDE A SMOOTH, PROFESSIONAL APPEARANCE.2. PAINT FRAMES TO MATCH FINISHES ON EACH SIDE OF FRAME, IF FINISHES ARE DIFFERENT ON EACH SIDE OF FRAME, COORDINATE

WITH ARCHITECT. SEE FINISH SCHEDULE.3. DOORS TO RECEIVE GLAZING SHALL RECEIVE SAFETY GLAZING TO COMPLY WITH TESTING REQUIREMENTS IN 16 CFR 1201 & ANSI

Z97.1. SAFETY GLAZING SHALL BE PROVIDED IN ALL HAZARDOUS LOCATIONS DEFINED IN VCC SECTION 2406. GLAZING MATERIAL IN ANY RATED TRANSOM LIGHT & SIDELIGHTS SHALL BE TESTED IN ACCORDANCE WITH NFPA 257 OR UL 9, INCLUDING THE HOSE STREAM TEST.

4. CONTRACTOR TO FIELD VERIFY DIMENSIONS OF ALL EXISTING DOORS & DOOR FRAMES TO REMAIN.5. EXISTING HOLLOW METAL FRAMES TO REMAIN & BE RE-HINGED SHALL BE PATCHED AS REQ'D & HAVE ABANDONED HARDWARE

LOCATIONS COMPLETELY CONCEALED W/ BOLTED COVER PLATES. ALL MODIFICATIONS TO BE FINISHED FLUSH & SMOOTH WITH ADJACENT SURFACES & HAVE NO GAPS.

6. CONTRACTOR TO COORDINATE, PROVIDE & INSTALL NEW FIRE RESISTANCE RATING TAGS ON ALL DOORS & DOOR FRAMES IN SCOPE OF WORK WHICH MEET REQ'D. FIRE RESISTANCE RATINGS BUT DO NOT HAVE RATING TAGS.

7. ADAAG ACTUATOR PLATES TO BE 10PBS451B, AS MANUFACTURED BY BEA, OR APPROVED EQUAL. TEXT & LOGO COLOR = BLUE.

A. DOORS & FRAMES:

1. WOOD DOORS (WD) TO BE APPROVED EQUAL TO ASPIRO SERIES | MARSHFIELD-ALGOMA BY MASONITE ARCHITECTURAL, SELECT WOOD VENEER DOORS WITH STRUCTURAL COMPOSITE LUMBER CORE OR CROSSBANDED MINERAL CORE WITH FIRE RESISTANCE RATINGS AS REQUIRED.a. VENEER TO BE SELECT WHITE BIRCH, PREMIUM GRADE,

ROTARY SLICED, SLIP MATCHED.b. DOORS SHALL BE FACTORY PRE-FINISHED. STAIN COLOR TO

BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF STAIN OPTIONS. CONTRACTOR TO SUBMIT TWO (2) 6"X6" MIN PHYSICAL FACTORY FINISHED DOOR SAMPLES OF SPECIES & VENEER FROM SAME MANUFACTURER PROVIDING DOOR SLAB. FINISHES SHALL BE FACTORY APPLIED, NOT FIELD OR LOCALLY FINISHED, AND INCLUDE SPECIFIED POLYURETHANE, ETC FOR AN ACCURATE REPRESENTATION OF FINAL APPEARANCE.

c. FINISH SHALL BE ENVIROCLAD UV COATING WITH ENVIRONMENTALLY SENSITIVE WATER-BASED POLYURETHANE.

d. DOORS W/ GLAZING TO RECEIVE MANUFACTURER'S STANDARD LITE MOULDINGS, TRIM LITE BEAD STYLE.

2. WOOD & VENEERS TO BE FSC CERTIFIED.

3. VENEERS & CORES TO IMPLEMENT FORMALDEHYDE-FREE ASSEMBLY PROCESSES AND USE ADHESIVES CONTAINING NO ADDED FORMALDEHYDE.

4. PRE-FIT FOR OPENING SIZE AND PRE-MACHINE FOR HARDWARE AS SPECIFIED.

5. DOORS SHALL BE INTERNALLY REINFORCED FOR ATTACHMENT OF HARDWARE WITHOUT USE OF THROUGH BOLTS.

6. HOLLOW METAL (HM):a. DOOR FRAMES TO BE APPROVED EQUAL TO STEELCRAFT F16

SERIES, WELDED HOLLOW METAL FRAMES.b. FRAMES SHALL RECEIVE FACTORY APPLIED BAKED-ON RUST

INHIBITING PRIMER & SHALL BE PAINTED IN ACCORDANCE W/ ANSI A250.10-2011 IN A COLOR TBD.

c. FRAMES SHALL BE FACTORY PREPARED FOR HARDWARE AS SPECIFIED.

7. FIRE RATED DOORS & FRAMES REQUIRE METAL APPLIED LABEL INDICATING RATING DESIGNATION. CONTRACTOR SHALL COORDINATE ALL FIRE PROTECTIVE ASSEMBLY COMPONENTS TO MEET OR EXCEED SPECIFIED RATINGS. COMPONENTS TO INCLUDE, BUT NOT BE LIMITED TO, DOOR SLABS, LOCKSETS, HDWR, GLAZING, FIRE DAMPERS, ETC.

B. GLAZING:

1. ALL DOOR GLAZING SHALL BE SAFETY GLAZING. RATED DOOR GLAZING ASSEMBLIES TO BE FIRELITE NT PREMIUM GRADE OR APPROVED EQUAL, TO MEET PROTECTED DOOR ASSEMBLY RATING.

2. SAFETY GLAZING TO COMPLY WITH TESTING REQUIREMENTS IN 16 CFR 1201 & ANSI Z97.1. SAFETY GLAZING SHALL BE PROVIDED IN ALL HAZARDOUS LOCATIONS DEFINED IN VCC SECTION 2406.

DOOR SCHEDULE NOTES

DOOR NOTES DOOR NOTES CONTINUED

MATERIAL FINISH NOTES

LVT:1. LVT FLOOR FINISH - DIMENSIONS: 25CM x 1M. THICKNESS 4.5MM. MANUFACTURER: INTERFACE. STYLE: TEXTURED WOODGRAINS. COLOR: A00405 GREY

DUNE. COLLECTION: LEVEL SET. PRODUCT NUMBER: A004. SEE FINISH PLAN FOR LAYOUT. A. AT TRANSITION FROM NEW LVT TO EXIST VCT PROVIDE & INSTALL TARKETT CTA 20 A TRANSITION STRIP.B. AT TRANSITION BETWEEN NEW LVT AND EXIST QUARRY TILE, PROVIDE & INSTALL 1" WIDE, SCHLUTER RENO-T IN BRUSHED STAINLESS STEEL.

CENTER ON DOOR.

TILE:SEE TILE FINISH NOTES BELOW.1. BACKSPLASH WALL TILE - DIMENSIONS: 4" x 8". THICKNESS 1/4". MANUFACTURER: CROSSVILLE. STYLE: COLOR BY NUMBERS. COLOR: WT03 THREE HOUR

TOUR COLOR. FINISH: GLOSS. SEE ELEVATION.2. ARCHWAY TILE - DIMENSIONS: 39" x 102". THICKNESS: 5.5MM. MANUFACTURER: COTTO D'ESTE. STYLE: KERLITE. COLOR: OYSTER.

QUARRY TILE:1. EXIST QUARRY TILE FLOORING TO REMAIN. MAY BE MODIFIED AS REQ'D TO ACCOMMODATE NEW WORK.

BAFFLE BEAMS1. SUSPENDED FELT BAFFLES - DIMENSIONS: 8' - 2 1/4" x 3" x 8". MANUFACTURER: TURF. COLOR/PATTERN: D06 PLANKED OAK. SEE SECTIONS FOR

PLACEMENT. PROVIDE MANUFACTURER'S STANDARD SWIVEL CONNECTION W/ AIRCRAFT CABLE AT THE HIGH SIDE AND EMBED NUT AT THE LOW SIDEAS DETAILED.

PLASTIC LAMINATE (PLAM):- SEE CABINETRY SPECIFICATIONS

COUNTERTOP:1. GRANITE COUNTERTOP - THICKNESS 3CM. EDGE PROFILE: MITERED & EASED AS INDICATED IN SECTIONS. 3CM THICK, 6" BACKSPLASH AS INDICATED IN

SECTIONS. 2" MITERED APRON AS INDICATED IN SECTIONS. A. NATURAL GRANITE SLAB TO BE EQUAL OR SIMILAR TO A OR B LISTED BELOW. ARCHITECT TO APPROVE SLABS BEFORE STARTING WORK.

a. JOHNSON GRANITE TITANIUM BLACKb. DALTILE TAMBORA TIDE

B. GRANITE TO BE INSTALLED OVER 3/4" FIRE RESISTANT EXTERIOR GRADE PLYWOOD SHEATHINGSEAL COUNTERTOP PER MANUF. INSTALLATION INSTRUCTIONS

C. PROVIDE 2" DIA. GROMMET WHERE ELECTRICAL CORDS, UTILITIES, ETC. MUST PASS THROUGH COUNTERTOP. HOLES SHALL HAVE EASED EDGES &POLISHED FINISH. COORD. EXACT LOCATIONS W/ OWNER PRIOR TO INSTALLATION.

D. COUNTERTOP CUTOUTS SHALL HAVE RADIUS CORNERS AND EASED EDGES WITH POLISHED FINISH. COORD. EXACT LOCATIONS W/ OWNER PRIOR TO INSTALLATION.

WALL BASE:B1 - HEIGHT: 4 1/2". PROFILE: EQUINOX. MANUFACTURER: TARKETT. STYLE: MILLWORK. COLOR: 20 CHARCOAL. PART NUMBER: MW 20 R. MITER ALL CORNERS SO THAT EDGES ARE NOT EXPOSED.B2 - HEIGHT: 6". PROFILE: TRADITIONAL VINYL 1/8" (TYPE TV). MANUFACTURER: TARKETT. COLOR: 40 BLACK. MITER ALL CORNERS SO THAT EDGES ARE NOT EXPOSED.

FIBERGLASS REINFORCED PLASTIC (FRP):PANOLAM MIN WALL PANEL THICKNESS OF 0.075", SURFACING BURNING CLASS A RATING, NSF/ANSI 51 CERTIFIED. COLOR WHITE, SMOOTH FINISH. BUTT JOINT NON CORNER PANELS TO HAVE SMOOTH AND FLUSH JOINT W/ NO VISIBLE GAPS OR OVERLAPS. CORNER SHALL UTILIZE CORNER TRIM PIECES. FRP INSTALLATION TO INCLUDE ALL NECESSARY TRIMS, INSIDE & OUTSIDE CORNER TRIM, MOLDINGS & APPURTENANCES REQ'D FOR A COMPLETE INSTALLATION. FRP ADHESIVE SHALL BE SUITABLE FOR A COMMERCIAL KITCHEN ENVIRONMENT.

PAINT:- P1 - BENJAMIN MOORE COLOR TBD, BY OWNER FROM MANUFACTURER'S FULL RANGE OF COLOR OPTIONS, WALLS UON.- P2 - BENJAMIN MOORE COLOR TBD, BY OWNER FROM MANUFACTURER'S FULL RANGE OF COLOR OPTIONS, WALL ACCENT.- P3 - BENJAMIN MOORE COLOR TBD, BY OWNER FROM MANUFACTURER'S FULL RANGE OF COLOR OPTIONS, COLUMN ACCENT.- P4 - BENJAMIN MOORE COLOR TBD, BY OWNER FROM MANUFACTURER'S FULL RANGE OF COLOR OPTIONS, NEW & EXISTING CEILINGS & BULKHEADS UON.1. ALL PAINTED SURFACES TO RECEIVE ONE (1) COAT NO/LOW VOC PRIMER & TWO (2) COATS NO/LOW VOC EGGSHELL PAINT. ALL VISIBLE CMU,

CONCRETE, VENEER PLASTER & GYP. BD. SURFACES TO RECEIVE PAINT FINISH UNLESS NOTED OTHERWISE.2. SURFACES TO REMAIN & BE RE-FINISHED TO BE FREE OF ALL EXIST. OR NEW BUILD-UPS, DRIPS, ETC. TO PROVIDE A SMOOTH, PROFESSIONAL

APPEARANCE.3. ALL EXPOSED STRUCTURE, PIPING, ETC. TO BE PAINTED TO MATCH SURROUNDING FINISHES. COORD. COLORS W/ OWNER & ARCHITECT.4. ALL EXISTING AND NEW EXPOSED PIPING, INSULATION, CONDUIT, SHEET METAL, ETC. TO REMAIN SHALL BE PAINTED TO MATCH ADJACENT SURFACES.

COORDINATE W/ ARCHITECT.5. ALL EXIST. BULKHEADS, COLUMNS, WALLS AND PLASTER SURFACES TO REMAIN IN AREAS OF NEW WORK TO RECEIVE NEW FINISHES. 6. EXIST. GYP. BD. CEILINGS & SOFFITS TO RECEIVE NEW PAINT AS INDICATED ON FINISH SCHEDULE & FINISH PLANS.7. NON-FACTORY STAINED FINISHES TO RECEIVE TWO COATS NO/LOW VOC, WATER BASED POLYURETHANE, SHEEN TO BE SELECT BY ARCHITECT. APPLY

ALL FINISHES PER MANUFACTURER'S SPECIFIC INSTRUCTIONS FOR A CONSISTENT APPEARANCE. FINAL FINISHES TO BE FREE OF BRUSH MARKS, ETC.

FIRE RESISTANT TREATED WOOD:ALL CONCEALED WOOD, BLOCKING, PLYWOOD, ETC. TO BE FIRE RESISTANT TREATED WOOD OR WOOD PRIMED W/ FIRE RESISTANT PAINT ON ALL SURFACES & EDGES. PLYWOOD SHEATHING SHALL BE EXTERIOR GRADE FIRE RESISTANT TREATED WOOD. WOOD BLOCKING SHALL BE EXTERIOR GRADE WHERE IN CONTACT W/ THE FLOOR / SLAB. WOOD BLOCKING IN WALLS FOR EQUIP MOUNTS SHALL BE MIN 2" X 6" FIRE RESISTANT WOOD BLOCKING, BLOCKING TO EXTEND 3' WIDE X 3' TALL TO THE GREATEST EXTENT POSSIBLE. COORDINATE AV & MONITOR BLOCKING LOCATIONS W/ OWNER & ARCHITECT PRIOR TO INSTALLATION.

STAINLESS STEEL CORNER GUARD:CG1 - STAINLESS STEEL END WALL GUARD - 18 GA. 1.5" WINGS, 90°. TYPE 304 SATIN FINISH. HEIGHT 4'-0". MECHANICALLY ATTACHED W/ #8 COUNTERSUNK DRILLED OVAL HEAD SCREW.CG2 - STAINLESS STEEL CORNER GUARD - 18 GA. 1.5" WINGS, 90°. TYPE 304 SATIN FINISH. HEIGHT 2'-10" MECHANICALLY ATTACHED W/ #8 COUNTERSUNK DRILLED OVAL HEAD SCREW.

GYPSUM BOARD:ALL GYPSUM BOARD (GYP BD) SHALL BE 5/8" GOLD BOND HI-IMPACT XP GYPSUM BOARD OR APPROVED EQUAL.

BACKER BOARD:ALL BACKER BOARD SHALL BE 1/2" PERMABASE CEMENT BOARD OR APPROVED EQUAL.

CABINETRY SPECIFICATIONS

1. PREFINISHED PLASTIC LAMINATE CASEWORK WITH OVERLAY DOORS. ALL SURFACES OF CABINET AND DRAWER BOX BOTTOMS, TOPS, AND SIDES TO HAVE PLASTIC LAMINATE FINISHES, UNLESS OTHERWISE INDICATED.

2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR CASEWORK AND COUNTERTOPS SHOWING PLAN VIEW, ELEVATIONS, DETAILS, SECTIONS, SIZES, INSTALLATION NUMBERING SYSTEM, AND METHOD OF ATTACHMENT. INCLUDE LAYOUT OF CASEWORK WITH RELATION TO OTHER BUILDING COMPONENTS AND COORDINATION WITH OTHER TRADES. CONTRACTOR SHALL PROVIDE FINISH SAMPLES TO ARCHITECT FOR APPROVAL.

3. MATERIALS: LUMBER SHALL BE PROPERLY AIR DRIED & SCIENTIFICALLY KILN-DRIED IN A CONTROLLED PRE-DRYER & KILNS TO A MOISTURE CONTENT OF 6% TO 8%, THEN TEMPERED BEFORE FABRICATION. PREFINISHED PLYWOOD WITH MAPLE ROTARY CUT VENEER, AA FACE GRADE, BACK GRADE 1 PLYWOOD CORE.

4. EDGES: SHALL BE EDGE BANDED W/ PLASTIC LAMINATE, COLOR TO MATCH EXTERIOR LAMINATE SURFACE.5. DOORS: SHALL BE 3/4" MIN THICK MR50 TYPE MDF W/ FRAMELESS CONCEALED HINGES (EUROPEAN TYPE):

B01602, 120 DEGREES OF OPENING, SELF CLOSING. ALL DOORS TO EXPOSE A UNIFORM 3/16" REVEAL. TWO DOORS WILL BE USED ON CASES ABOVE 24" IN WIDTH. EDGEBANDING SHALL BE APPLIED TO ALL FOUR SIDES OF DOOR PANEL.

6. DRAWERS: DRAWERS TO HAVE SIDES MADE OF NINE-PLY HARDWOOD PLYWOOD FREE OF INTERNAL VOIDS. BOTTOMS TO BE MADE OF HARDWOOD PLYWOOD OF THE SAME SPECIES AND CUT AS THE DRAWER SIDES. BOTTOMS SHALL BE FULLY HOUSED INTO DRAWER SIDES, BACKS, AND SUBFRONTS AND SECURELY GLUED. JOINERY TO BE DOWELS.

7. DRAWER SLIDES: HEAVY DUTY, FULL EXTENSION, SELF CLOSING, APPROVED EQUAL TO 3657 BY ACCURIDE.8. LOCKS: ALL DOORS AND DRAWERS SHALL BE PROVIDED WITH LOCKS. LOCKS SHALL BE BEST 5L SERIES

DEADBOLT LOCK WITH MORTISE MOUNT IN SATIN CHROME. UNLESS OTHERWISE NOTED, LOCKS SHALL BE CENTERED OVER HANDLE IN THE VERTICAL POSITION. SEE CYLINDERS AND KEYING IN DOOR NOTES FOR MORE INFORMATION.

9. SIDES: SHALL BE 3/4" MIN. THICK PLYWOOD W/ PLASTIC LAMINATE FINISH ON ALL VISIBLE SURFACES. TONGUE & GROOVE CONSTRUCTION W/ADHESIVE.

10. SHELVES: SHALL BE 3/4" MIN. THICK PLYWOOD W/ PLASTIC LAMINATE FINISH ON ALL VISIBLE SURFACES. TONGUE & GROOVE CONSTRUCTION W/ADHESIVE.

11. BOTTOMS OF BASE CABINETS: MATERIALS SHALL BE 11/16" MIN. PLYWOOD SURFACES INSIDE AND OUTSIDE W/ PLASTIC LAMINATE ON ALL EXPOSED FACES. BOTTOMS SHALL BE DOWELED & GLUED TO THE CABINET SIDES.

12. BACKS: SHALL BE 5/32" MINIMUM HARDBOARD, SURFACED W/ PLASTIC LAMINATE. BACKS SHALL BE TONGUED AND GROOVED INTO CABINET SIDES, GLUED & PINNED IN PLACE.

13. TOE BASE: SEPARATE TOE BASE WILL BE A CONTINUOUS LADDER TYPE, CONSTRUCTED OF 3/4" EXTERIOR GRADE PLYWOOD. CABINET SIDE WILL NOT BE ALLOWED TO DIRECTLY CONTACT THE FLOOR. EXPOSED SURFACE TO BE COVERED W/ BASE. BASE TO BE INSTALLED BY OTHER TRADE.

14. FILLER PANELS: SHALL BE 3/4" MIN THICK SOLID WOOD CONSTRUCTION CONSTRUCTION. FINISHES TO MATCH ADJACENT CABINETRY SURFACES. COORD. WITH ARCHITECT.

15. PULLS TO BE HAFELE, 111.95.295 (10 3/8" LONG) AT DOORS, IN SLATE/GRAPHITE FINISH. CONTRACTOR TO PROVIDE SAMPLE OF PULL FOR FINAL APPROVAL. FINISH RELIANT UPON APPROVED PLASTIC LAMINATE. PULLS TO BE INSTALLED PER DRAWINGS.

16. COUNTERTOP: SEE FINISH NOTES17. FIRE-RETARDANT-TREATED WOOD: HANDLE, STORE, AND INSTALL FIRE-RETARDANT-TREATED WOOD TO

COMPLY WITH RECOMMENDATIONS OF CHEMICAL TREATMENT MANUFACTURER, INCLUDING THOSE FOR ADHESIVES USED TO INSTALL WOODWORK. ANCHOR WOODWORK TO ANCHORS OR BLOCKING BUILT IN OR DIRECTLY ATTACHED TO SUBSTRATES. SECURE TO GROUNDS, STRIPPING AND BLOCKING WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR COMPLETE INSTALLATION. USE FINE FINISHING NAILS FOR EXPOSED NAILING, COUNTERSUNK AND FILLED FLUSH WITH WOODWORK AND MATCHING FINAL FINISH WHERE TRANSPARENT FINISH IS INDICATED.

18. CONCEALED SHELF BRACKET, SEE FINISH NOTES.19. PLASTIC LAMINATE (PLAM) FINISHES TO BE WILSONART OR APPROVED EQUAL. CONTRACTOR SHALL PROVIDE

PHYSICAL FINISH SAMPLES FOR APPROVAL TO ARCHITECT.A. PL1 - MINIMUM NEMA LD-3 GRADE VGS 0.028 INCH THICK. WILSONART, COLOR & PATTERN TBD BY OWNER &

ARCHITECT FROM MANUFACTURER'S FULL RANGE OF STANDARD AND PERMIUM COLORS. ALL EXPOSED & SEMI-EXPOSED SURFACES.

B. PL2 - MINIMUM NEMA LD-3 GRADE VGS 0.028 INCH THICK. WILSONART SOLID WHITE 1570-60, MATTE FINISH, INTERIOR OF CASEWORK, INTERIOR FACE OF CASEWORK DOORS.

GENERAL TILE FINISH NOTES

1. CONTRACTOR TO COORDINATE WITH TILE MANUFACTURER FOR POTENTIAL ADDITIONAL LEAD TIME AS REQUIRED.2. ALL TILE SYSTEM COMPONENTS TO BE INSTALLED PER MOST CURRENT EDITION OF TCNA (TILE COUNCIL OF NORTH AMERICA) REQUIREMENTS

& MANUFACTURER'S SPECIFIC GUIDELINES. ALL METHODS WILL UTILIZE EPOXY GROUT.3. MORTARS, GROUTS, CAULKS, ADHESIVES AND SIMILAR PRODUCTS TO BE NO/LOW VOC TO THE GREATEST EXTENT POSSIBLE. TECHNICAL

DATA SHEETS (TDS) AND MATERIAL SAFETY DATA SHEETS (MSDS) SHALL BE PROVIDED TO ASSURE COMPLIANCE.4. GROUT SHALL BE LATICRETE SPECTRALOCK 2000 IG EPOXY GROUT INDUSTRIAL - XP 2000 HIGH PERFORMANCE INDUSTRIAL EPOXY LIQUIDS

AND XP 2000 HIGH PERFORMANCE INDUSTRIAL EPOXY POWDER. CONTRACTOR SHALL PROVIDE SUBMITTAL INCLUDING GROUT STICK SAMPLE KIT FOR COLOR SELECTION.

5. MORTARS AND ADHESIVES SHALL BE LATICRETE PRODUCTS SUITABLE FOR COMMERCIAL KITCHEN INSTALLATION WITH EPOXY GROUT FOR A COMPLETE SYSTEMS WARRANTY.

6. CONTRACTOR SHALL FOLLOW ALL SPECIFICATIONS, CERTIFICATIONS, ETC. AS REQ'D. TO OBTAIN A FULL LATICRETE SYSTEMS WARRANTY.

TILE FINISH NOTES

1. CONTRACTOR SHALL PROVIDE A 36" X 36" MIN. MOCK UP OF ALL FLOOR TILE LAYOUTS FOR APPROVAL BY OWNER PRIOR TO INITIATING TILE WORK.

2. GROUT JOINTS & GROUT COLOR SHALL BE AS FOLLOWS:3. T1 - 1/8", GROUT COLOR TBD4. T2 - 1/8", GROUT COLOR TBD5. T3 - 1/8", GROUT COLOR TBD6. T4/T5 - 1/8", GROUT COLOR TBD (ADD ALT #1)7. CONTRACTOR SHALL PROVIDE SUBMITTAL INDICATING GROUT TYPE AND COLOR.8. TILE CORNER TRIM - CT1 - TO BE SCHLUTER SYSTEMS, BRUSHED STAINLESS STEEL QUADEC Q125EB WITH CORNER TRIM PIECES. INSTALL PER

MANUFACTURER'S SPECIFIC INSTALLATION INSTRUCTIONS. CONTRACTOR TO PROVIDE SCHLUTER SAMPLES TO ARCHITECT FOR APPROVAL.9. TILE CORNER TRIM - CT2 - TO BE SCHLUTER SYSTEMS, CLEAR ANODIZED ALUMINUM SCHIENE. INSTALL PER MANUFACTURER'S SPECIFIC

INSTALLATION INSTRUCTIONS. CONTRACTOR TO PROVIDE SCHLUTER SAMPLES TO ARCHITECT FOR APPROVAL.10. ALL EXIST QUARRY FLOOR TILE AND BASE SHALL BE CLEANED AND RESEALED WITH DUPONT STONE TECH PROFESSIONAL HEAVY DUTY

SEALER

REVISIONS DATE

C. DOOR HARDWARE SCHEDULE:

SET 1, EACH OPENING TO HAVE:3 EACH HINGE FBB179 4.5 X 4.5 NRP * STANLEY1 EACH PUSH/PULL CO-12/CP-11 * KAWNEER1 EACH CLOSER 4040XP MC HCUSH * LCN1 EACH DEADBOLT B661P * SCHLAGE1 EACH CYL RIM CYL SFIC 626 BEST*FINISH SELECTION WILL BE TO MATCH STOREFRONT

SET 2, EACH OPENING TO HAVE:3 EACH HINGE FBB179 4.5 X 4.5 630 STANLEY1 EACH LOCK ND80PD LAT 626 SCHLAGE1 EACH CYL RIM CYL SFIC 626 BEST1 EACH WSTOP FS436B26D IVES1 EACH MUTE #64 SILENCERS IVES

SET 3, EACH OPENING TO HAVE:3 EACH HINGE 3029-8 X 4.5 630 BOMMER2 EACH PUSH 8200 8 X 16 0.050 630 IVES1 EACH DEADBOLTB663P 630 SCHLAGE1 EACH CYL RIM CYL SFIC 626 BEST1 EACH ARMOR 8400 30 X 34 0.050 630 IVES1 EACH KICK 8400 8 X 34 0.050 630 IVES2 EACH FSTOP FS436 626 IVES

D. CYLINDERS AND KEYING:

1. PROVIDE (ALL BRASS OPTION) CONSTRUCTION CORES AND KEYS DURING THE CONSTRUCTION PERIOD. CONSTRUCTION, CONTROL AND OPERATING KEYS AND CORES SHALL NOT BE PART OF THE OWNERS PERMANENT KEYING SYSTEM. PERMANENT KEYING WILL BE WORKED BETWEEN THE OWNER AND THE LOCAL BEST REPRESENTATIVE. PERMANENT CORES AND KEYS PREPARED ACCORDING TO THE ACCEPTED KEYING SCHEDULE WILL BE FURNISHED TO THE OWNER BY THE LOCAL BEST REPRESENTATIVE PRIOR TO OCCUPANCY. THE OWNER OR OWNER'S AGENT WILL INSTALL THE PERMANENT CORES AND RETURN THE CONSTRUCTION CORES TO THE BEST FACTORY REPRESENTATIVE.

2. ALL CYLINDERS SHALL BE BEST 7-PIN, INTERCHANGEABLE CORE AND KEYED INTO AN EXISTING FACTORY REGISTERED GRAND MASTER KEY SYSTEM.

A. GENERAL1. ALL PRODUCTS SHALL BE BY THE SAME MANUFACTURER.2. CONTRACTOR SHALL PROVIDE ALUMINUM STOREFRONT SYSTEMS THAT COMPLY WITH PERFORMANCE

REQUIREMENTS FOR DEFLECTION.3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING LAYOUT, PROFILES AND PRODUCT COMPONENTS,

INCLUDING ANCHORAGE, ACCESSORIES, FINISH COLORS AND TEXTURES.4. CONTRACTOR SHALL SUBMIT STOREFRONT SAMPLES IN THE FULL RANGE OF COLORS INDICATED FOR

COLOR SELECTION.5. CONTRACTOR SHALL VERIFY ACTUAL MEASUREMENTS/OPENINGS BY FIELD MEASUREMENTS BEFORE

FABRICATION & SHOW RECORDED MEASUREMENTS ON SHOP DRAWINGS.6. CONTRACTOR SHALL INSTALL MANUFACTURER'S SYSTEM IN ACCORDANCE WITH SHOP DRAWINGS, AND

WITHIN SPECIFIED TOLERANCES, AND ADJUST DOOR SWING FOR OPERATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

7. CONTRACTOR SHALL PROVIDE BLOCKING BEHIND FINISH WALL SURFACES AS REQ'D FOR PROPER ANCHORAGE OF STOREFRONT SYSTEM.

8. CONTRACTOR SHALL PROTECT ADJACENT WORK AREAS AND FINISH SURFACES FROM DAMAGE DURING PRODUCT INSTALLATION.

9. THE GENERAL CONTRACTOR SHALL CLEAN INSTALLED PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS PRIOR TO OWNER'S ACCEPTANCE.

10. STOREFRONT INFILL PANELS TO BE SECURED TO STOREFRONT FRAMING PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.

B. BASIS OF DESIGN1. TRIFAB 450 FRAMING SYSTEM BY KAWNEER COMPANY, INC.

a. PROVIDE 1 3/4" SIGHTLINE x 4 1/2" DEPTH PROFILE. SILLS SHALL HAVE 4 1/2" SIGHTLINE.b. CENTER GLAZED APPLICATION.c. STICK FABRICATION W/ SHEAR BLOCKS & MULLION ANCHORS, 90° CORNER.d. FINISH SHALL BE CLASS 1 ANODIZED IN COLOR SELECTED BY OWNER & ARCHITECT FROM

MANUFACTURER'S FULL RANGE OF STANDARD COLORS. FACTORY FINISH ALL SURFACES THAT WILL BE EXPOSED IN THE FINISHED WORK.

2. SWINGING DOORS IN STOREFRONTS SHALL BE 500 SERIES, WIDE STILE, 5" VERTICAL FACE WITH 10" BOTTOM RAIL, 1 3/4" DEPTH BY KAWNEER COMPANY, INC.a. FINISH TO MATCH STOREFRONT.b. PROVIDE HARDWARE PER DOOR NOTES.

C. GLAZING1. GLAZING IN STOREFRONT SHALL BE 1/4" CLEAR HEAT-STRENGTHENED AND FULLY TEMPERED FLOAT GLASS

MEETING THE REQUIREMENTS OF ASTM C1048, KIND HS AND KIND FT.2. SAFETY GLAZING TO COMPLY WITH TESTING REQUIREMENTS IN 16 CFR 1201 & ANSI Z97.1. SAFETY GLAZING

SHALL BE PROVIDED IN ALL HAZARDOUS LOCATIONS DEFINED IN VCC SECTION 2406.3. INSTALL GLAZING PER STOREFRONT MANUFACTURER'S RECOMMENDATIONS.

STOREFRONT SPECIFICATIONS

F HC

J

JHC J

C

D

13 14 15 161211

B

EQ

EQ

GRANITE COUNTERTOP - SEE FINISH NOTES

SUBWAY TILE BACKSPLASH - SEE FINISH NOTES

PROVIDE RESILIENT TRANSITION STRIP- SEE FINISH NOTES

PROVIDE RESILIENT TRANSITION STRIP- SEE FINISH NOTES

MAINTAIN LEVEL TRANSITION BETWEEN DIFFERENT FLOOR FINISHES (TYP), PROVIDE SS TRANSITION STRIP- SEE FINISH NOTES

EXIST QUARRY FLOOR & BASE TILE TO REMAIN IN KITCHEN, TYP

RESILIENT BASE- SEE FINISH NOTES

EXIST WALL TILE TO REMAIN IN KITCHEN, TYP

2

A3.2A3.2

3

A3.2A3.2

NEW BASE - SEE FINISH NOTES


CENTERLINE FOR HERRINGBONE PATTERN-SEE DETAIL BELOW



EXIST FLOORING TO REMAIN IN THIS AREA

EXIST FLOORING TO REMAIN IN THIS AREA

RESILIENT BASE- SEE FINISH NOTES

FRP- SEE FINISH NOTES



PAINT (P2)- SEE FINISH NOTES



FLOORING CONTROL POINT - SEE DETAIL

STAGGER

LEN

GTH

15" M

IN T

ILE L

ENG

TH T

YP

HERRINGBONE PATTERN CENTERED ON CENTERLINE OF GATE OR COLUMN

ALIGN MIDPOINT OF TILE WIDTH WITH CENTERLINE @ TILE PATTERN TRANSITION

HERRINGBONE PATTERN

RUNNING BOND PATTERN

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1/4" = 1'-0"A3.2A3.2A2.1

1 NEW WORK - FINISH PLAN

1 1/2" = 1'-0"A3.2A3.2A3.2

2 PLAN DETAIL - LVT PATTERN1 1/2" = 1'-0"A3.2A3.2A3.2

3 PLAN DETAIL - LVT @ GATE

1. SEE FINISH SCHEDULE, AND NOTES ON SHEET A3.1.

2. DEMO ALL EXIST VCT AS REQ'D TO INSTALL NEW LVT AS SHOWN. THE EXTENTS SHALL BE TO THE EXIST FLOOR TRANSITIONS WHERE EXIST FLOORING IS NOTED TO REMAIN, FIELD VERIFY. REMOVE ALL ASSOCIATED ADHESIVES. PREP FOR NEW WORK.

3. DEMO EXIST BASE AS REQUIRED TO INSTALL NEW LVT. PREP FOR NEW WORK. RE-INSTALL NEW BASE PER FINISH SCHEDULE & NOTES.

FINISH PLAN GENERAL NOTES

REVISIONS DATE

W

SW

PLUMBING LEGEND

ABOVE FINISHED FLOOR AFF

BFP

FLOOR SINK FS FS

W EXWASTE PIPE WVENT PIPE, NEW VSTRAINERSINK SKSHOCK ABSORBER SA

SW EXSANITARY WASTE PIPE, NEW SWPRESSURE REDUCING VALVE PRV

TURN UP OR FROM ABOVE TURN UP OR DOWN TURN DOWN OR FROM BELOW TOP TAKEOFF CONNECTION (BOTTOM,TEE OR TOP) SIDE CONNECTION BOTTOM TAKEOFF

PIPING INDICATION WITH RESPECT TO WATER FLOW

NEW CONNECTED TO EXISTING

GATE VALVE (IN VERTICAL)BALL VALVEGATE VALVE GVFROM FR

FLOOR DRAIN FD FD

FLOOR FLEXISTING EXDOWN DN

HW EXDOMESTIC HOT WATER PIPE, NEW HWDOMESTIC COLD WATER PIPE, NEW CWDIRECTION OF SLOPE DOWNDIRECTION OF FLOW IN VERTICAL OR FLUSH WITH FLOOR

CO

CLEANOUT COCEILING CLGBELOW BEL

BACK FLOW PREVENTER BFP

ABOVE ABV

EXISTING TO REMAIN

EXISTING TO REMAIN

HOT AND COLD WATER H&CW

EXISTING TO REMAIN

GENERAL PLUMBING NOTES:

1. MAKE PIPING CONNECTIONS AS REQUIRED TO ALL FIXTURES AND EQUIPMENT EVEN THOUGH ALLBRANCH MAINS, ELBOWS AND CONNECTIONS ARE NOT SHOWN.

2. CHECK WITH ARCHITECTURAL WORKING DRAWING BEFORE ROUGHING-IN PLUMBING FIXTURES.

3. SLOPES AND INVERT ELEVATIONS OF SEWERS, MANHOLES, ETC., SHALL BE ESTABLISHED AND

VERIFIED BY CONTRACTOR BEFORE ANY PIPING IS INSTALLED IN ORDER THAT PROPER SLOPEWILL BE MAINTAINED AND NECESSARY INVERT ELEVATIONS OBTAINED.

4. ALL PIPES SHALL BE COORDINATED WITH OTHER NEW AND EXISTING DUCTS, PIPES, LIGHTS,STRUCTURAL SYSTEM, CEILING SUPPORTS AND FRAMING BEFORE INSTALLATION. MINOR PIPE

OFFSETS SHALL BE PROVIDED AS REQUIRED. MEASUREMENTS FOR VERTICAL CLEARANCES

SHALL BE TAKEN AT THE JOB SITE BEFORE INSTALLATION OF ANY PIPING.

5. WASTE PIPE BELOW FLOOR, VENT PIPING ABOVE CEILING, PIPING OFFSET FOR CLARITY.

6. DOMESTIC WATER PIPING SHALL BE INSTALLED ABOVE CEILINGS UNLESS NOTED OTHERWISE.DOMESTIC WATER PIPING SHOWN IN PIPE CHASE WALLS SHALL BE INSTALLED IN CHASE SPACE,

PIPING OFFSET FOR CLARITY.

7. DOMESTIC WATER PIPING SHALL NOT BE INSTALLED IN LOCATIONS SUBJECT TO FREEZING OR

SPACES EXTERIOR TO BUILDING INSULATION.

8. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED

INSTRUCTIONS. COORDINATE HOT AND COLD WATER, SANITARY WASTE AND VENT PIPING AND

ROUGH-IN INSTALLATION WITH ALL EQUIPMENT MANUFACTURERS' REQUIREMENTS.

9. MATERIALS AND INSTALLATION SHALL COMPLY WITH LOCAL CODES, APPLICABLE PROVISIONS OF

LATEST EDITION OF NATIONAL FIRE PROTECTION ASSOCIATION, LOCAL UTILITY REGULATIONSAND GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION.

10. WHERE PIPE CONNECTIONS ARE SHOWN CONNECTING TO EXISTING, CONTRACTOR SHALL

DETERMINE EXACT LOCATIONS AND CONNECTION SIZES PRIOR TO INSTALLATION.

11. LIMITS OF CONTRACT: DOMESTIC WATER SERVICE AND SANITARY PIPING SHALL BE EXTENDED

UNDER THIS SECTION OF THE SPECIFICATIONS TO POINTS WITHIN THE BUILDING LINES, UNLESSOTHERWISE INDICATED ON THE DRAWINGS, WHERE THE PIPES SHALL BE CAPPED OR PLUGGED

AND LEFT READY FOR CONNECTION AND EXTENSION BY OTHERS, AND THE LOCATIONS MARKED

WITH A STAKE OR OTHER APPROVED MEANS.

12. INFORMATION ON EXISTING PLUMBING SHOWN WAS OBTAINED FROM PLANS DATED APRIL 6, 1988.

THE CONTRACTOR SHALL ADJUST WORK AS REQUIRED TO SUIT ACTUAL LOCATIONS IFDIFFERENT FROM CONTRACT DOCUMENTS.

13. RETURN AIR PLENUM NOTE: ALL MATERIAL LOCATED IN THE RETURN AIR PLENUMS SHALL MEETTHE REQUIREMENTS OF THE INTERNATIONAL MECHANICAL CODE, SECTION 602.2.1.

14. PIPING SHALL NOT BE INSTALLED ABOVE ELECTRICAL PANELS. COORDINATE INSTALLATION OF

PIPES WITH ELECTRICAL PANELS WHEN SHOWN NEAR PANELS OR OVER ELECTRICAL ROOMS.

FIXTURE CONNECTION SCHEDULEMARK FIXTURE WASTE VENT COLD HOT REMARKS

# INSTALLATION SHALL MEET 2010 AMERICANS WITH DISABILITIES ACT (ADA) ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.

HS HAND SINK 1 1/2" 1 1/2" 1/2" 1/2" WALL MOUNTED, HANDICAPPED#, FIXTURE, FAUCET AND FOOTPEDAL CONTROLS CONTRACTOR FURNISHED AND INSTALLED

SK-1 BAR SINK 1 1/2" 1 1/2" 1/2" 1/2" COUNTER TOP, HANDICAPPED#, FIXTURE ANDFAUCET CONTRACTOR FURNISHED AND INSTALLED

SK-2 SINK (ONECOMPARTMENT)

1 1/2" 1 1/2" 1/2" 1/2" FLOOR MOUNTED, OWNER PROVIDED FIXTUREAND FAUCET CONTRACTOR INSTALLED

1/4" FEMALE FLARE FITTING

SHUT-OFF VALVE

1/2" COPPER COLD WATER SUPPLY

PIPING DOWNSTREAM OF BACKFLOW PREVENTER SHALL BE STAINLESS STEEL AND/OR PLASTIC FDA APPROVED FLEXIBLE BEVERAGE TUBING, REINFORCED BRAIDED POLYETHYLENE OR SILICONE

ASSE 1022 BACKFLOW PREVENTER, WATTS SD-3

STAINLESS STEEL (NO COPPER OR BRASS) SHOCK ABSORBER

WATER FILTER ASSEMBLY

PRESSURE REGULATOR (CONTRACTOR SHALL VERIFY WATER PRESSURE IN FIELD AND IF PRESSURE IS IN EXCESS OF EQUIPMENT REQUIREMENTS SHALL PROVIDE REGULATOR SET TO 50 PSI)

NOTE:SIMILAR FOR ESPRESSO, ICE/SODA AND F'REAL BLENDER.

TYPICAL WATER SUPPLY FOR COFFEE BREWER DETAILNO SCALE

DRAIN WATER TEMPERING DEVICE DETAILNO SCALE

NOTE: DRAIN WATER TEMPERING DEVICE FURNISHED WITH UNIT AND INSTALLED BY CONTRACTOR.

FLOOR SINK

1" 5 FOOT LONG DRAIN HOSE INDIRECT DRAIN, MUST USE 3/4"NPT DRAIN FITTING

DISHMACHINE,UNIT SUPPLIED SYPHON LOOP MUST BE USED

WATTS 9D BFP BY PLUMBING CONTRACTOR

UNION FS

1/2"CW

STRAINER

EXTEND DRAIN TO FS

BALL VALVE DRAIN TEMPERING VALVE DTV AND TEE

SHOCK ABSORBER VENT

VRV

EXISTING ELECTRIC DOMESTIC WATER HEATER (MECH RM 121) DETAIL

NEW WATTS DET-12-M1 EXPANSION TANK, 2.8 GAL ACCEPTANCE SIZE. SUPPORT FROM BUILDING STRUCTURE

EXISTING WATER HEATER

FLOOR

HW

T&P RELIEF VALVE

DRAIN

FULL SIZE TO FLOOR DRAIN

CONTROL CABINET

NO SCALE

EX HWCP

ICE MACHINE CONNECTION DETAILNO SCALE

WALL

1/2" WATER INLET

FILTER SYSTEM

WATER SUPPLY DRAIN VALVE. EXTEND TO DRAIN

4"FD

3 PIPE DIAMETERS AIR GAP

ICE MACHINE (OWNER PROVIDED)

AIR VENT (TYP.)

3/4" DRAIN, HARD COPPER

FLOOR

COUNTER

SA-A

EX 3/8"CW STUB-OUT

PIPING IN WALL

EXTEND AND CONNECT TO SINK FAUCET

PROVIDE LOOSE-KEY STOP VALVES IN EACH RUNOUT

FOOT VALVE AND PIPING BELOW HAND SINK

VA. TECH MAINTENANCE RECOMMENDED SINGLE FOOT PEDAL VALVE

TEMPERING VALVE

FOOT VALVE PIPING DETAILNO SCALE



L P A



Ph: (540) 342-1816

Fax: (540) 344-3410

Comm. No.: 21101.17

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REVISIONS DATE

DEMOLITION PLAN NOTES:

A. REMOVE EXISTING HOT AND COLD WATER PIPING TO WALL. CAP PIPING TO

REUSE FOR NEW FIXTURE.

B. REMOVE EXISTING WASTE LINE TO WALL AND CAP BEHIND FINISHED WALL.

C. PATCH WALL TO MATCH EXISTING CONDITIONS.

D. PATCH FLOOR TO MATCH EXISTING CONDITIONS.

E. EXISTING FLOOR DRAIN TO REMAIN.

F. NOT USED.

G. EXISTING CLEANOUT TO REMAIN.

H. EXISTING FLOOR DRAIN AND CONDENSATE DRAIN TO REMAIN.

I. EXISTING ELECTRIC WATER COOLER TO REMAIN.

J. EXISTING 2" WASTE STUB-OUT TO BE REMOVED.

K. CAP EXISTING FLOOR SINK BELOW FLOOR. WASTE DRAIN LINE FROM FLOOR

SINK TO REMAIN ACTIVE FOR CONNECTION OF NEW WORK COUNTER WATER

FILLER WASTE DRAIN.

L. EXISTING MOP SINK AND FAUCET TO REMAIN. EXISTING DRAIN FROM ABOVE TOREMAIN.

M. EXISTING 4" RAISED FLOOR DRAIN TO REMAIN.

N. REMOVE EXISTING HOT AND COLD WATER PIPING TO WITHIN WALL AND CAP.

O. REMOVE EXISTING HAND SINK, FAUCET AND APPURTENANCES.

P. REMOVE EXISTING WASTE PIPING TO WALL AND CAP TO REUSE FOR NEWFIXTURE.

Q. EXISTING SODA RACKS TO REMAIN. CONTRACTOR SHALL COORDINATE WITH

NEW SODA VENDOR.

R. EXISTING CARBON DIOXIDE (2) SHALL BE RELOCATED. CONTRACTOR SHALL

COORDINATE WITH NEW SODA VENDOR.

S. EXISTING TRAP PRIMER ABOVE CEILING TO REMAIN.

T. EXISTING TRAP PRIMER DISTRIBUTION LINES TO REMAIN.

U. EXISTING FILTER ALCOVE TO REMAIN.

V. REMOVE EXISTING FLOOR SINK TO BELOW FLOOR. CAP AIRTIGHT FOR POSSIBLEFUTURE USE.

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Ph: (540) 342-1816

Fax: (540) 344-3410

Comm. No.: 21101.17

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DEMO PLAN - PLUMBING

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REVISIONS DATE

PLAN NOTES:

1. EXTEND VALVED 3/8" TUBING TO F'REAL BLENDING BAR. CONTRACTOR SHALL VERIFY

THAT MINIMUM 25 PSI IS PROVIDED. IF NOT, ENGINEER IS TO BE ALERTED.

2. WATER SHALL BE FILTERED TO A MINIMUM OF 100 PPM HARDNESS AND 150 PPM TDS.

3. EQUIPMENT PROVIDED WITH INLINE REGULATOR AND QUICK DISCONNECT FITTING

WITH BARBED END FOR USE WITH CONTRACTOR PROVIDED 1/4" I.D. BRAIDED INPUTWATER LINE.

4. EXTEND VALVED 3/8" TUBING TO ICE MACHINE. CONTRACTOR SHALL VERIFY THAT

MINIMUM 10 PSI IS PROVIDED. IF NOT, ENGINEER IS TO BE NOTIFIED.

5. WATER SHALL BE FILTERED TO A MINIMUM 0.5 MICRON IN SIZE AND REMOVE

CHLORINE TASTE AND ODOR. PROVIDE EVERPURE EV9324-22.

6. WATER SUPPLY LINE SHALL BE A MINIMUM 1/4" NOMINAL I.D. COPPER TUBING.

WATER INLET CONNECTION AT UNIT SHALL BE 1/2" FPT.

7. EXTEND 3/8" TUBING TO DISPENSER. CONTRACTOR SHALL VERIFY THAT MINIMUM 25

PSI IS PROVIDED AND THAT A MAXIMUM 50 PSI IS PROVIDED. IF NOT, ENGINEER IS TO

BE ALERTED. IF WATER PRESSURE EXCEEDS 50 PSI, PROVIDE WATER PRESSUREREDUCING VALVE WATTS MODEL LF-N55B.

8. WATER SUPPLY INLET CONNECTION AT UNIT SHALL BE 3/8" BARB.

9. WATER SUPPLY UPSTREAM OF CO INJECTION MUST HAVE WATTS BACKFLOW

PREVENTER MODEL SD-3.

10. PROVIDED CUT-OFF VALVE FOR EACH FILTER DISCHARGE.

11. EXTEND VALVED 3/8" TUBING FROM 1/2" STUB-OUT COLD WATER TO ESPRESSO

MACHINE WATER CONNECTION.

12. LOCATE UNIT PROVIDED MAVEA C300 WATER FILTER ACTION KIT UNDER COUNTER

WHERE ACCESSIBLE FOR MAINTENANCE.

13. CONTRACTOR SHALL VERIFY THAT MINIMUM 11.6 PSI AND THAT A MAXIMUM 116.0 PSIIS PROVIDED. IF NOT, ENGINEER SHALL BE ALERTED. IF WATER PRESSURE EXCEEDS

116.0 PSI, PROVIDE WATER PRESSURE REDUCING VALVE WATTS MODEL LF-N55B.

14. PROVIDE WATTS MODEL SD-3 BACKFLOW PREVENTER AND EXTEND VENT

DISCHARGE TO NEAREST FLOOR DRAIN.

15. PROVIDE TEE IN DISCHARGE FOR (2) TWO SEPARATE PIECES OF EQUIPMENT.

16. EXTEND VALVED 3/8" TUBING TO COFFEE BREWER. CONTRACTOR SHALL VERIFYTHAT MINIMUM 20 PSI AND MAXIMUM 90 PSI IS PROVIDED. IF NOT, ENGINEER SHALL

BE ALERTED. IF WATER PRESSURE EXCEEDS 90 PSI, PROVIDE WATER PRESSURE

REDUCING VALVE WATTS MODEL LF-N55B. MAKE FINAL CONNECTION TO 3/8" O.D.TUBE 45 DEG FLARE FITTING. PROVIDE QUICK DISCONNECT.

17. PROVIDE WATER FILTER EVERPURE MODEL EV9324-22. MOUNT ON WALL BELOW

COUNTER.

18. EXTEND 1/2" HOT AND COLD WATER PIPING TO NEW ADVANCE TABCO FAUCET K-161.

19. PROVIDE SHOCK ABSORBER SA-A.

20. EXTEND 1/2" VALVED PIPING TO DRAIN TEMPERING VALVE CHAMPION MODEL 0714380.PROVIDE #20 MESH Y-STRAINER, SHOCK ABSORBER SA-A, DUAL CHECK VALVE WATTS

MODEL 9D BFP AND T-FITTING FOR DISHWASHER WASTE.

21. EXTEND VALVED 1/2" COLD WATER PIPING TO DISH MACHINE. CONTRACTOR SHALL

VERIFY THAT MINIMUM 25 PSI IS PROVIDED. IF NOT, ENGINEER IS TO BE ALERTED. IF

WATER PRESSURE EXCEEDS 95 PSI, PROVIDE WATER PRESSURE REDUCING VALVEWATTS MODEL LF-N55B. DISHMACHINE COMES EQUIPPED WITH A 6 FOOT FLEXIBLE

FILL HOSE.

22. WATER INLET CONNECTION AT DISHMACHINE SHALL BE 3/4" HOSE CONNECTION.

23. WATER HARDNESS OF 3 GRAINS OR LESS IS RECOMMENDED. CONTRACTOR SHALL

TEST WATER AND IF IN EXCESS OF 3 GRAINS SHALL PROVIDE EVERPURE MODELEV9324-22 WATER FILTER.

24. PROVIDE WATTS BACKFLOW PREVENTER MODEL LF288AC. INSTALL 6 INCHES

MINIMUM ABOVE HIGHEST DOWNSTREAM PIPING.

25. PROVIDE HAND SINK FOOT PEDAL CONTROLS. SEE DETAIL SHEET P1.0.

26. COORDINATE NEW COKE LINES WITH EXISTING WATER PIPING IN WALL.D

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EX 3/4"H&CW

EX 1/2"H&CW18

EX 1/2"H&CW19

EX 1/2"H&CW STUB-OUTS 19 21 22 23 24

DRAIN TEMPERING VALVE

20

EX 1/2"CW FR ABV WITH SHUT-OFF

F'REAL BLENDER

ICE MACHINE/ DISPENSER

EX FILTER RECESS

NEW FILTERS (3) 10

EX 3/8"CW TUBING STUB-OUT

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4 5 6 19

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14

COFFEE BREWER

ESPRESSO MACHINE

DISHMACHINE

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26

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Ph: (540) 342-1816

Fax: (540) 344-3410

Comm. No.: 21101.17

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NEW WORK PLAN - DOMESTIC WATER

0 8 12 164

1/4" = 1' - 0"N

REVISIONS DATE

PLAN NOTES:

1. DISCHARGE DISHWASHING MACHINE PUMPED WASTE OUTLET WITH EQUIPMENT

PROVIDED 5/8" FLEXIBLE REINFORCED HOSE, 6 FEET LONG. HEIGHT OF HOSE

TO BE LIMITED TO 3 FEET MAXIMUM. TERMINATE 3 PIPE DIAMETERS ABOVE

EXISTING FLOOR SINK.

2. PROVIDE CHAMPION DISHWASHER TEMPERING VALVE KIT MODEL 0714380. SEE

SHEET P1.1 FOR WATER CONNECTIONS. SEE SHEET P1.0 FOR DETAIL.

3. EXTEND 0.6 INCH DRAIN HOSE FROM ESPRESSO MACHINE TO INDIRECT DRAIN.

TERMINATE 3 PIPE DIAMETERS ABOVE FLOOR DRAIN.

4. EXTEND INDIRECT DRAIN HOSE FROM DISPENSER DRAIN FITTING TO FLOOR

DRAIN. VERIFY DRAIN FITTING SIZE IN FIELD. DRAIN HOSE MUST BE COVERED

WITH CLOSED CELL INSULATION FULL LENGTH OF HOSE FROM DISPENSER TO

FLOOR DRAIN. TERMINATE HOSE 3 PIPE DIAMETERS ABOVE FLOOR DRAIN.

HOSE SHALL HAVE NO SAGS OR LOW POINTS TO COLLECT FLUID.

5. EXTEND INDIRECT 3/4" FPT IN HARD COPPER FROM ICE MAKER TO FLOOR

DRAIN. TERMINATE 3 PIPE DIAMETERS ABOVE FLOOR DRAIN.

6. EXTEND INDIRECT EQUIPMENT PROVIDED 10 FOOT 3/4" ANTI-MICROBIAL DRAIN

HOSE TO EXISTING 3" FLOOR DRAIN. TERMINATE 3 PIPE DIAMETERS ABOVE

EXISTING FLOOR DRAIN.

7. EXTEND DIRECT 1 1/2" IPS STAINLESS STEEL DRAIN WITH STRAINER TO

EXISTING 2" WASTE, 2" VENT RISER. PROVIDE NEW CHROME PLATED BRASS

TAILPIECE AND P-TRAP.

8. EXTEND INDIRECT 1 1/2" IPS DRAIN IN HARD COPPER TO NEW 4" FLOOR SINK.

TERMINATE 3 PIPE DIAMETERS ABOVE NEW FLOOR SINK.

9. PROVIDE SURE SEAL TRAP SEALER FOR ALL FLOOR DRAINS.

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EX FD TO

REMAIN 9

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DW

EX 4" RAISED RIM FD

1

5/8" PUMPED WASTE

2

EX FD TO REMAIN9

EX 4"FD TO REMAIN 9

EX 3"FD TO

REMAIN

EX HS

SK-2EX 5"W DN

EX

4"

4"EX

4"

4"FS 9

EX FD TO REMAIN9

EX 2"W, 2"V7

EX CO TO

REMAIN

2"

6 F'REAL BLENDER

2"V, 45 DEG UP

TO VERTICAL

EX 3"FD TO

REMAIN 9

4"

4"

2"

EX 2"W STUB-OUT

ESPRESSO

MACHINE

4"FD RAISED RIM93

45

ICE MACHINE/

COKE MACHINE

2"

2"W, 2"V

CO IN VERT

EXTEND AND CONNECT TO

EX 2" OR LARGER SAN W

SK-1EXTEND AND

CONNECT TO EX 2"V



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Ph: (540) 342-1816

Fax: (540) 344-3410

Comm. No.: 21101.17

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NEW WORK PLAN - SANITARY

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REVISIONS DATE

PLUMBING SYSTEMS NOTES & SPECIFICATIONS1. CODES, STANDARDS AND REGULATIONS: MATERIALS, EQUIPMENT, INSTALLATION, DISINFECTION AND TESTING SHALL BE IN COMPLIANCE WITH,

BUT NOT LIMITED TO, THE FOLLOWING CODES AND STANDARDS:

A. LOCAL CODES OR ORDINANCES.

B. VIRGINIA CONSTRUCTION CODE (VCC).C. PIPING, FITTINGS, PUMP SYSTEMS, EQUIPMENT AND FIXTURES THAT ARE CONNECTED TO POTABLE WATER SYSTEM SHALL MEET THE 1996

SAFE WATER DRINKING ACT AND THE 2011 REDUCTION OF LEAD IN DRINKING WATER ACT, AND WHERE APPLICABLE SHALL MEET NSF

STANDARD 61 AND SHALL BE LABELED AND CERTIFIED.

2. SHOP DRAWINGS: FURNISH SIX COPIES OF PLUMBING MATERIALS AND EQUIPMENT TO ARCHITECT FOR REVIEW.

3. DESCRIPTION OF WORK:A. THE WORK INCLUDES PROVIDING A COMPLETE PLUMBING SYSTEM INCLUDING, BUT NOT NECESSARILY RESTRICTED TO, THE FOLLOWING:

(1) SANITARY SEWER SYSTEM TO A POINT WITHIN BUILDING WALLS.

(2) DOMESTIC WATER SYSTEM TO A POINT WITHIN BUILDING WALLS.(3) INSTALLATION AND CONNECTIONS TO EQUIPMENT FURNISHED BY OWNER.

(4) CONNECTIONS TO FIXTURES AND EQUIPMENT PROVIDED UNDER OTHER SECTIONS OF THESE SPECIFICATIONS.

(5) MISCELLANEOUS WORK AS DESCRIBED HEREIN, AS SHOWN ON DRAWINGS, AND AS REQUIRED FOR A COMPLETE SYSTEM.

4. PIPE AND EQUIPMENT SUPPORTS, PIPE SLEEVES AND WALL CEILING PLATES:

A. PROVIDE IN ACCORDANCE WITH THE VIRGINIA CONSTRUCTION CODE.B. PIPE SLEEVES:

1. PROVIDE SLEEVES FOR PIPING AND CONDUIT PASSING THROUGH CONCRETE FLOOR SLABS AND CONCRETE, MASONRY, TILE, AND

GYPSUM WALL CONSTRUCTION. SLEEVES SHALL NOT BE PROVIDED FOR PIPING AND CONDUIT RUNNING EMBEDDED IN CONCRETE ORSLAB ON GRADE, EXCEPT THAT COPPER PIPING SHALL REQUIRE SLEEVES THROUGH SLABS ON GRADE. SLEEVES THROUGH

STRUCTURAL MEMBERS SHALL BE ONLY AS DIRECTED BY ARCHITECT. IN INTERIOR WALL, PROVIDE 1/4 INCH SPACE ALL AROUND

BETWEEN SLEEVE AND CONDUIT, PIPING, OR INSULATION OF PIPING.

2. SLEEVES PLACED IN EXTERIOR WALLS BELOW GRADE SHALL BE O.Z. GEDNEY TYPE 'FSK' OR EQUAL, THUNDERLINE 'LINK SEAL', OREQUAL SLEEVE ASSEMBLIES SIZED FOR THE PIPE OR CONDUIT ENCOUNTERED, EXCEPT FOR CAST IRON PIPING. SLEEVE ASSEMBLY

SHALL PROVIDE WATERTIGHT SEAL AND ELECTRICAL INSULATION TO REDUCE CATHODIC REACTION. WHEN A SLEEVE PASSES

THROUGH A WALL BELOW A CONCRETE SLAB ON GRADE, THE SEALING ASSEMBLY SHALL BE ON THE OUTSIDE OF THE WALL. WHEN ASLEEVE PASSES THROUGH A WALL INTO A CRAWL SPACE OR THE BUILDING INTERIOR, THE SEALING ASSEMBLY SHALL BE IN THE

CRAWL SPACE OR INTERIOR OF THE BUILDING. PROVIDE SLEEVE ASSEMBLY FOR COPPER PIPING THROUGH SLAB ON GRADE, WITH

SEALING ASSEMBLY LOCATED ON INTERIOR SIDE OF FLOOR SLAB. WHERE CAST IRON PIPES PASS THROUGH AN EXTERIOR WALLBELOW GRADE, PROVIDE AN IRON-PIPE SLEEVE TWO (2) PIPE SIZES GREATER THAN PIPE PASSING THROUGH. CAULK BETWEEN PIPE

AND SLEEVE WITH A RUBBER-BASED COMPOUND. WHERE SLEEVES ARE LOCATED THROUGH FIRE-RATED WALLS AND FLOOR/CEILING

ASSEMBLIES, PROVIDE SLEEVES AND PROTECT THE PENETRATION IN ACCORDANCE WITH UNDERWRITER'S LABORATORIES, INC., FIRERESISTANCE DIRECTORY, VOLUME II, RATINGS FOR THROUGH FIRESTOP PENETRATIONS.

3. SLEEVES IN MECHANICAL ROOMS WITH FLOOR DRAINS OR HOSE BIBBS SHALL EXTEND 4 INCHES ABOVE FLOOR. PROVIDE FLANGES OR

FLASHING RINGS WITH SLEEVES IN FLOORS WITH WATERPROOF MEMBRANE AND CLAMP OR FLASH INTO THE MEMBRANE. PROVIDESLEEVES FLUSH WITH FLOOR IN OTHER ROOMS.

4. SLEEVES SHALL BE CONSTRUCTED OF 20 GAGE GALVANIZED SHEET STEEL WITH LOCK SEAM JOINTS FOR ALL SLEEVES SET IN

CONCRETE FLOOR SLABS TERMINATING FLUSH WITH THE FLOOR. ALL OTHER SLEEVES SHALL BE CONSTRUCTED OF GALVANIZED

STEEL PIPE UNLESS OTHERWISE INDICATED.

5. SOIL, WASTE AND VENT PIPING:

A. CAST IRON SOIL PIPE AND FITTING: PIPE SHALL BE BELL AND SPIGOT, MODIFIED HUB, OR PLAIN END (NO-HUB) AS REQUIRED BY SELECTEDJOINTING METHOD. PIPE AND FITTINGS SHALL BE LISTED BY NSF INTERNATIONAL, IAPMO, ICC OR OTHER THIRD PARTY ORGANIZATION THAT

IS ACCREDITED AS AN ANSI-GUIDE 65 ORGANIZATION AS LISTED ON WWW.ANSI.ORG.

(1) MATERIAL (PIPE AND FITTINGS): ASTM A888, ASTM A74 OR CISPI 301, SERVICE WEIGHT.(2) JOINTS: PROVIDE ANY ONE OF THE FOLLOWING TYPES TO SUIT PIPE FURNISHED.

A. MECHANICAL, COMPRESSION-TYPE (ASTM C564) MOLDED NEOPRENE GASKET. GASKETS SHALL SUIT CLASS OF PIPE BEING

JOINTED. DUAL-SERVICE GASKETS WILL NOT BE ACCEPTED.B. MECHANICAL: MECHANICAL JOINT COUPLING (ASTM C564 AND ASTM C1277) SHALL CONSIST OF A STAINLESS STEEL COUPLING

AND NEOPRENE GASKETS (ASTM C564) (CSA CAN/CSA-B602). DO NOT INSTALL BELOW GRADE.

(3) COATING: PROVIDE A HEAVY COAT OF ASPHALT OR BITUMASTIC PAINT ON PIPE BURIED IN EARTH OR INSTALLED IN CINDERS ORCONCRETE CONSTRUCTION.

(4) CAST IRON SOIL PIPE MARKINGS: ALL CAST IRON SOIL PIPE SHALL BE CLEARLY MARKED WITH THE MANUFACTURER'S NAME, COUNTRY

OF ORIGIN, EIGHT-DIGIT DATE CODE, PIPE DIAMETER AND LENGTH, RELEVANT ASTM STANDARD AND REGISTERED TRADEMARK OF THETHIRD PARTY CERTIFIER.

(5) MATERIAL TEST REPORTS: SUPPLIER OF CAST IRON SOIL PIPE SHALL BE ABLE TO SUPPLY MATERIAL TEST REPORTS IN ACCORDANCE

WITH THE RELEVANT ASTM STANDARD AND SHALL INCLUDE TESTING AND ANALYSIS ON RADIOACTIVITY, DIMENSIONAL

CHARACTERISTICS, TENSILE STRENGTH AND CHEMICAL/METALLURGICAL CONTENT. SUPPLIERS SHALL ALSO SUPPLY MSDS SHEETS ONALL COATINGS.

B. STEEL PIPE AND FITTINGS: VENT PIPING.

(1) PIPE GALVANIZED: ASTM A 53, SCHEDULE 40.(2) FITTINGS:

A. SANITARY VENT PIPING: MALLEABLE IRON, ASME B16.3, OR CAST IRON, ASME B16.4. ALL TO BE SAME KIND.

(3) JOINTS: THREADS SHALL CONFORM TO ASME B1.20.1. PIPE-JOINT COMPOUND OR TAPE SHALL BE APPLIED ON THE MALE THREADSONLY.

6. INTERIOR DOMESTIC WATER PIPING:A. COPPER TUBE AND FITTINGS:

(1) TUBE: ASTM B88: ABOVE GROUND FLOOR: TYPE L, HARD DRAWN.

(2) FITTINGS: WROUGHT COPPER, ASME B16.22 OR CAST COPPER ALLOY ASME B16.18.(3) JOINTS: ABOVE GROUND FLOOR: ASTM B32 LEAD FREE SOLDER, ASTM B813 LEAD FREE FLUX. LEAD FREE SHALL MEAN LESS THAN 0.2

PERCENT LEAD.

7. VALVES: (DOMESTIC WATER)A. GATE VALVES (RISING STEM): VALVES 2 1/2 INCH AND SMALLER SHALL BE CLASS 125 RISING STEM, UNION BONNET, SOLID WEDGE AND

MANUFACTURED IN ACCORDANCE WITH MSS-SP 80. BODY, BONNET AND WEDGE SHALL BE OF BRONZE ASTM B-62. STEMS SHALL BE OF

DEZINCIFICATION-RESISTANT SILICON BRONZE ASTM B-371 OR LOW-ZINC ALLOY B-99, NON-ASBESTOS PACKING AND MALLEABLE OR DUCTILEIRON HANDWHEEL. WHERE HIGHER OPERATING PRESSURES APPROACH 150 PSI, CLASS 150 UNION BONNET VALVES OF LIKE CONSTRUCTION

SHALL BE USED. VALVE ENDS SHALL BE THREADED OR SOLDER-TYPE. [CLASS 125 NIBCO T124 (THREADED); CLASS 150 NIBCO T134

(THREADED), S134 (SOLDER)]B. BALL VALVES: VALVES 2 1/2 INCH AND SMALLER SHALL BE RATED 150 PSI SWP AND 600 PSI NON-SHOCK WOG AND SHALL HAVE 2 PIECE CAST

BRONZE BODIES, TFE SEATS, FULL PORT, SEPARATE PACKNUT WITH ADJUSTABLE STEM PACKING, ANTI-BLOWOUT STEMS AND

CHROME-PLATED BRASS/BRONZE BALL. VALVE ENDS SHALL HAVE FULL DEPTH ANSI THREADS OR EXTENDED SOLDER CONNECTIONS ANDBE MANUFACTURED TO COMPLY WITH MSS-SP110. [NIBCO T585-70 (THREADED); S585-70 (SOLDER)]

NOTE: WHERE PIPING IS INSULATED, BALL VALVES SHALL BE EQUIPPED WITH 2” EXTENDED HANDLES OF NON-THERMAL CONDUCTIVE

MATERIAL. ALSO, PROVIDE A PROTECTIVE SLEEVE THAT ALLOWS OPERATION OF THE VALVE WITHOUT BREAKING THE VAPOR SEAL ORDISTURBING THE INSULATION. MEMORY STOPS, WHICH ARE FULLY ADJUSTABLE AFTER INSULATION IS APPLIED, SHALL BE INCLUDED.

[NIBCO T585/70NS (THREADED); S585-0NS (SOLDER)]

C. GLOBE VALVES: VALVES 2-1/2 INCH AND SMALLER SHALL BE CLASS 125 AND MANUFACTURED IN ACCORDANCE WITH MSS-SP80, BODY ANDBONNET SHALL TO BE OF BRONZE ASTM B-62. STEMS SHALL BE OF DEZINCIFICATION-RESISTANT SILICON BRONZE ASTM B-371 OR LOW-ZINC

ALLOY B-99, NON-ASBESTOS PACKING, TFE SEAT DISC AND MALLEABLE OR DUCTILE IRON HANDWHEEL. WHERE HIGHER OPERATING

PRESSURES APPROACH 150 PSI, CLASS 150 UNION BONNET VALVES OF THE LIKE CONSTRUCTION SHALL BE USED. VALVE ENDS SHALL BE

THREADED OR SOLDER-TYPE. [CLASS 125 NIBCO GLOBE T211-Y (THREADED); S211-Y (SOLDER); CLASS 150 NIBCO GLOBE T235-Y (THREADED);S235-Y (SOLDER)]

D. CHECK VALVES: VALVES 2 INCH AND SMALLER SHALL BE TYPE INLINE LIFT, CLASS 125, THREADED OR SOLDER ENDS; ASTM A582 STAINLESS

STEEL STEM, 316 STAINLESS STEEL SPRING, AND ASTM A276 STAINLESS STEEL SEAT SCREWS; TFE DISC AND SEAT RING; BODIES AND ENDCONFORMING TO ASTM B-584 BRONZE, SPRING ACTUATED TYPE DISC. (NIBCO T-480, S-480)

E. HOSE BIBBS AND HOSE-END DRAIN VALVES: (EQUIPMENT ROOMS AND SIMILAR SPACES). WATTS LFSC-5 (1/2 INCH) OR LFSC-6 (3/4 INCH),

MATCO-NORCA 646 RLF OR EQUAL ROUGH BRASS, LEAD-FREE.F. SHOCK ABSORBERS: JOSAM "ABSORBOTRON" 75000 SERIES, SMITH 5000 SERIES “HYDROTROLS”, ZURN Z1700 “SHOKTROLS”, WADE

“SHOKSTOP”, OR EQUAL, BELLOWS TYPE, LEAD-FREE, STAINLESS STEEL. SA-A MAX. 11 SFU. PROVIDE ON BOTH HOT AND COLD WATER

BRANCHES. JOB FABRICATED AIR CHAMBERS WILL NOT BE PERMITTED. O-RING TYPE SHOCK ABSORBERS WILL NOT BE ACCEPTED.(ASME/ANSI A112.26.1 OR ASSE 1010)

G. PRESSURE REDUCING VALVES: WATTS NO. LF-N55B OR EQUAL, 1/2" SIZE VALVE WITH BRONZE BODY, STRAINER, BUILT-IN BYPASS AND

ADJUSTABLE REDUCED PRESSURE RANGE (ASSE 1003).H. TEMPERING VALVE: (LEONARD OR EQUAL)

(1) INDIVIDUAL FIXTURE TEMPERING VALVES: PROVIDE WATTS MODEL SERIES LFUSG-B-M2 UNDER-SINK GUARDIAN ASSE 1070

THERMOSTATIC TEMPERING VALVE FOR SINGLE LAVATORY AND HAND SINK. PROVIDE AT ALL LAVATORY AND HAND SINK LOCATIONS

INCLUDING KITCHEN HAND SINKS APPLICATIONS (NOT INCLUDING DORM ROOM LAVATORIES OR SINKS). SET VALVE FOR MINIMUM 105DEG. F., MAXIMUM 109 DEG. F.

I. BALANCING VALVES SHALL BE CIRCUIT SETTERS AS MANUFACTURED BY WATTS OR EQUAL, AND SHALL BE A BALANCING VALVE OF ALL

BRONZE CONSTRUCTION. VALVE SHALL HAVE PRESSURE TAPS WITH BUILT-IN CHECK VALVES TO DETERMINE PRESSURE DROP ACROSSVALVE. THE PRESSURE DROP AND THE SETTING OF THE VALVE SHALL DETERMINE THE ACTUAL SYSTEM FLOW RATE REQUIREMENT. VALVE

SHALL BE FURNISHED WITH ADJUSTABLE MEMORY STOP AND PREFORMED POLYURETHANE INSULATION SUITABLE FOR USE ON DOMESTIC

HOT WATER AND COLD WATER SYSTEMS. UNIT TO BE SUITABLE FOR 125 PSI WORKING PRESSURE AT 250 DEG. F. OPERATINGTEMPERATURE.

8. BACKFLOW PREVENTERS:A. PROVIDE BACKFLOW PREVENTION DEVICES AT ALL LOCATIONS SHOWN OR SPECIFIED. DEVICE SHALL BE SAME SIZE AS LINE IN WHICH

INSTALLED. LISTED BELOW IS A LIST OF CONNECTION TO THE POTABLE WATER SYSTEM THAT SHALL BE PROTECTED AGAINST BACKFLOW OR

BACK SIPHONAGE:

(1) HOSE VACUUM BREAKER TYPE (ASSE 1011; CSA CAN/CSA-B64.2): WATTS NO. LF8A, LF8AC (CHROME FINISHED) OR EQUAL, LEAD FREE,WITH NON-REMOVABLE FEATURE. HOSE BIBBS AND SINKS WITH THREADED OUTLETS

(2) ATMOSPHERIC VACUUM BREAKER (ASSE 1001; CSA CAN/CSA-B64.1): WATTS NO. 288AC (1/2 INCH THRU 1 INCH) 288A (1/4 INCH THRU 3

INCH) OR EQUAL. UNIT SHALL NOT BE SUBJECT TO BACK-PRESSURE AND SHALL BE INSTALLED ON DISCHARGE SIDE OF THE LASTCONTROL VALVE.

A. KITCHEN EQUIPMENT (288AC)

B. COMMERCIAL DISHWASHERS (288AC)

(3) INTERMEDIATE ATMOSPHERIC VENT CONTINUOUS PRESSURE TYPE (ASSE 1024; CSA CAN/CSA-B64.6): WATTS NO. LF7R LEAD-FREE OREQUAL.

A. ICE MACHINE

B. WATER FILTRATION(4) CONTINUOUS OR INTERMITTENT PRESSURE DUAL CHECK VALVE (ASSE 1022): WATTS NO. SD-3 OR EQUAL.

A. CARBONATED BEVERAGE DISPENSER

B. COFFEE DISPENSERS

9. STRAINERS:

A. INSTALL ON INLET OF DOUBLE CHECK BACKFLOW PREVENTERS AND WHERE SHOWN ON DRAWINGS. STRAINER ELEMENT SHALL BEREMOVABLE WITHOUT DISCONNECTION PIPING. SUITABLE FOR 125 PSI WORKING PRESSURE. PROVIDE WITH BRONZE OR STAINLESS STEEL

SCREEN WITH VALVED AND CAPPED BLOW-OFF OUTLET.

(1) BODY: 3 INCH OR SMALLER, BRASS OR BRONZE; 4 INCH AND LARGER, CAST IRON WITH FDA APPROVED EPOXY COATING SUITABLE FORPOTABLE WATER.

10. PRESSURE GAGES FOR WATER: WEKSLER TYPE HA14-4, 4-1/2 INCH DIAMETER DIAL, 1/4” NPT CONNECTION SIZE, ALL METAL ALUMINUM CASE,BOTTOM CONNECTED. DIALS SHALL BE BLACK ON WHITE BACKGROUND THROUGHOUT, 1 PSI GRADUATION, 20 PSI FIGURE GRADUATION, BRASS

BOURDON TUBE AND SOCKET. RANGE SHALL BE 0 TO 160 PSIG. PROVIDE TEE HANDLE COCK AND BRASS PRESSURE SNUBBER FOR WATER

SERVICE.

11. THERMOMETERS: WEKSLER TYPE AS5H-9-AL OR EQUAL, ADJUSTABLE ANGLE FORM, BLUE SPIRIT MERCURY-FREE COLUMN APPROXIMATELY 9

INCHES LONG, 30 TO 240 DEG. F. RANGE, AND COMPLETE WITH BRASS WELL.

12. PLUMBING FIXTURES:

A. GENERAL: FIXTURES EQUAL TO THOSE AS HEREINAFTER SPECIFIED SHALL BE FURNISHED AND INSTALLED COMPLETE WITH ALL SUPPLIES,

WASTE AND VENT CONNECTIONS, ALL FITTINGS, ALL NECESSARY HANGERS AND SUPPORTS, BOLT CAPS, FAUCETS, VALVES AND TRAPS. ALLTRIM SHALL BE BRASS WITH POLISHED CHROMIUM PLATED FINISH WITH CHROME SETSCREW ESCUTCHEON AT WALL, EXCEPT FIXTURE

SUPPLY PIPES MAY BE CHROMIUM PLATED COPPER WITH CHROME SETSCREW ESCUTCHEONS AT WALL. TRAPS SHALL BE (17 GAUGE) CAST

BRASS WITH CLEANOUT PLUG. HANDICAPPED SINKS SHALL HAVE BOTH WATER SUPPLIES AND TRAP INSULATED AND WRAPPED WITHPROWRAP (BY MCGUIRE). COLOR SHALL BE WHITE AND FASTENERS SHALL REMAIN OUT OF SIGHT.

B. PROVIDE LOCK-SHIELD, LOOSE-KEY OR SCREW DRIVER PATTERN POLISHED CHROMIUM PLATED ANGLE STOPS, WITH EACH SINK FAUCET.

C. FIXTURES:

DESIGNATION STANDARD FIXTURE TYPE

DESIGNATION HANDICAPPED FIXTURE TYPE (ADA)

13. CLEANOUTS:

A. SAME SIZE AS PIPE SERVED UP TO 4 INCHES. FIVE AND SIX INCH MAINS SHALL HAVE FOUR-INCH CLEANOUTS. CLEANOUTS SHALL BE EASILYACCESSIBLE. ALL CLEANOUT PLUGS SHALL BE BRONZE, SET IN GRAPHITE GREASE. (ASTM A74, ASME A112.3.1, ASME A112.36.2M) COVERS

SHALL BE SET FLUSH WITH FINISHED FLOOR OR WALL. PROVIDE CARPET MARKERS IN ALL CARPETED AREAS.

(1) BASE OF VERTICAL STACKS: JOSAM 58600-COT WITH STAINLESS STEEL WALL COVER. LOCATED 24 INCHES ABOVE FLOOR.(2) HORIZONTAL PIPES ABOVE GRADE: CLEANOUTS SHALL BE FERRULE WITH BRONZE SCREW PLUG IN FITTING OR TAPPED CAST IRON

FERRULE WITH BRONZE PLUG.

(3) FLOORS: FLOOR CLEANOUTS SHALL HAVE CAST IRON BODY, BRONZE PLUG, AND ABS OR CAST IRON FRAME WITH ROUND OR SQUAREADJUSTABLE HEAVY-DUTY SCORIATED SECURED NICKEL BRONZE TOP.

A. LIGHT TRAFFIC FLOORS: JOSAM SERIES 55000 CAST IRON FLOOR CLEANOUT WITH SECURED ROUND OR SQUARE COVERS OF

SATIN BRONZE FOR FINISHED CONCRETE FLOORS AND SATIN FINISH NIKALOY ELSEWHERE.(4) EXTERIOR CLEANOUTS: JOSAM SERIES 55000-X CAST IRON FLOOR CLEANOUT WITH CAST IRON SECURED TRACTOR COVER.

14. FLOOR DRAINS:

A. ALL FLOOR DRAINS SHALL BE FURNISHED WITH 4-INCH DEEP SEAL P-TRAP. ALL FLOOR DRAINS SHALL CONFORM TO ASME A112.6.3 OR CSAB79.

(1) DINING AREA AND ALL OTHER LOCATIONS: JOSAM SERIES 30000-A CAST IRON BODY AND FLANGED COLLAR, AND SECURED SIX INCH

(DIAMETER)(SQUARE) NIKALOY STRAINER.(2) KITCHEN EQUIPMENT AND ICE MACHINES: JOSAM SERIES 30000-E1 CAST IRON FLOOR DRAIN BODY AND SECURED NIKALOY

ADJUSTABLE EXTENDED RIM STRAINER. SET TOP OF RIM FLUSH WITH FINISHED FLOOR.

B. TRAP SEALER: SURE SEAL MODEL SS PRE-ASSEMBLED INLINE FLOOR DRAIN TRAP SEALER. SEALER SHALL BE CONSTRUCTED OF HIGH

DENSITY POLYETHYLENE (HDPE) HOUSING AND KEEPER PIN, HEAVY DUTY SILICONE DIAPHRAGM AND SOFT EPDM SEALING GASKETS. RATEDFOR FLOOR ASSE-1072 AF-GW THIRD PARTY TESTING AND LISTED BY IAPMO. PROVIDE IN ALL FLOOR DRAINS.

15. FLOOR SINKS: (WHERE EXISTING FLOOR SINK MUST BE REPLACED)A. PROVIDE SUITABLE CLAMPING DEVICE AND EXTENSIONS IF REQUIRED, WHERE INSTALLED IN CONNECTION WITH WATERPROOFING

MEMBRANE. ALL FLOOR SINKS SHALL BE FURNISHED COMPLETE WITH 4-INCH DEEP SEAL P-TRAP. (ASME A112.6.7)

(1) KITCHEN: JOSAM SERIES 49360 WITH CAST IRON BODY, ACID-RESISTING INTERIOR, INTERNAL DOME STRAINER AND NON-TRAFFIC CASTIRON ACID-RESISTING, ANTI-TILTING GRATE. SEE DRAWINGS FOR ADDITIONAL GRATE REQUIREMENTS.

16. INSULATION:A. ALL DOMESTIC WATER PIPING, ALL HORIZONTAL SANITARY PIPING ABOVE KITCHEN OR DINING AREAS AND ALL HORIZONTAL STORM PIPING

ABOVE LOWEST FLOOR INCLUDING ROOF DRAINS FROM UNDERSIDE OF DECK TO JUST BELOW FITTING AT TOP OF VERTICAL PORTION OF

STACK AND FITTINGS AT TOP AND BOTTOM OF VERTICAL SECTIONS OF HORIZONTAL OFFSETS SHALL BE INSULATED. INSULATION SHALL BEJOHNS MANVILLE, OWENS CORNING, OR ARMSTRONG. ALL MATERIALS AND PVC TYPE FITTING COVERS USED SHALL HAVE COMPOSITE

FLAME-SPREAD RATING NOT EXCEEDING 25 AND A SMOKE-DEVELOPED RATING NOT EXCEEDING 50, AS TESTED UNDER PROCEDURE ASTME-84, NFPA 90A AND 90B.

B. PIPING INSULATION: FIBERGLASS INSULATION SHALL BE 1 INCH THICK AND SHALL HAVE A MINIMUM THERMAL RESISTANCE (R) OF 4.0 PERINCH OF THICKNESS AT A MEAN TEMPERATURE OF 75 DEG. F. FIBERGLASS INSULATION SHALL HAVE A WHITE KRAFT BONDED TO ALUMINUM

FOIL, REINFORCED WITH FIBERGLASS YARN JACKET, LAP JOINTS, TAPE AND SEAL.

17. WATER HEATER: (EXISTING WATER HEATER LOCATED IN MECHANICAL ROOM 121): PROVIDE A WATTS MODEL DET-12-M1 POTABLE WATER

EXPANSION TANK ON THE COLD WATER SUPPLY TO THE WATER HEATER. UNIT SHALL HAVE A THERMALLY FUSED EPOXY LINER AND BUTYL

DIAPHRAGM. PRE-CHARGE TANK TO DOMESTIC WATER SYSTEM STATIC PRESSURE. SUPPORT TANK FROM BUILDING STRUCTURE.

18. INSTALLATION:

A. GENERAL:

(1) SUSPENDED HORIZONTAL PIPING SHALL BE SUPPORTED BY ADJUSTABLE WROUGHT STEEL CLEVIS HANGERS. WHERE SUPPORTS BEARON COPPER PIPE, THEY SHALL BE COPPER PLATED. WHERE SUPPORTS BEAR ON INSULATED PIPING, PROVIDE INSULATION SHIELD.

CHAIN, STRAP, WIRE OR OTHER MAKESHIFT DEVICES WILL NOT BE PERMITTED AS HANGERS OR SUPPORTS.

(2) INSTALL BRANCH PIPING FOR WATER AND WASTE FROM THE RESPECTIVE PIPING SYSTEMS AND CONNECT TO ALL FIXTURES, VALVES,COCKS, OUTLETS, CASEWORK, CABINETS AND EQUIPMENT, INCLUDING THOSE FURNISHED BY THE OWNER OR SPECIFIED IN OTHER

SECTIONS OF THESE SPECIFICATIONS.

(3) INSTALL TRIM AND FITTINGS PROVIDED WITH CASEWORK, CABINETS AND LABORATORIES, INCLUDING THOSE FURNISHED BY THEOWNER, BUT NOT INSTALLED AT POINT OF FABRICATION.

(4) WELDED JOINTS SHALL BE FUSION WELDED BY QUALIFIED WELDERS IN ACCORDANCE WITH ANSI B31.1 SECTION 6, UNLESS OTHERWISE

REQUIRED. MITERING OR NOTCHING PIPE TO FORM ELBOWS AND TEES, AND DRILLING OR PUNCHING TO MAKE CONNECTIONSWILLNOT BE PERMITTED.

(5) COMPRESSION GASKET JOINTS FOR CAST IRON SEWER PIPE SHALL BE MADE WITH NEOPRENE COMPRESSION GASKETS CONFORMING

TO ASTM C564.

(6) NO-HUB JOINTS FOR CAST IRON PIPES SHALL BE MADE WITH NEOPRENE GASKETS (ASTM C564) AND STAINLESS STEEL CLAMPSCONFORMING TO ASTM C564 AND ASTM C1277.

(7) MECHANICAL JOINTS ELASTOMERIC SEALING SLEEVE FOR CAST IRON PIPE SHALL BE IN ACCORDANCE WITH ASTM C564.

(8) SOLVENT CEMENT FOR PVC PIPING SHALL BE HANDLED IN ACCORDANCE WITH ASTM F402.(9) PLASTIC PIPE SHALL NOT BE LOCATED IN RETURN AIR CEILING PLENUMS.

(10) PLASTIC PIPE SHALL NOT PENETRATE A FIRE ASSEMBLY OR SMOKESTOP.

(11) PROVIDE CHROME PLATED ESCUTCHEONS AT ALL LOCATIONS WHERE PIPING PENETRATES FLOORS, WALLS AND CEILINGS IN EXPOSEDLOCATIONS, EXCEPT IN MECHANICAL ROOMS.

(12) WHERE SUPPORTS BEAR ON INSULATED PIPING, PROVIDE INSULATION SHIELDS.

B. PIPING SHALL CONFORM TO THE FOLLOWING:(1) WASTE:

A. SLOPE SOIL AND WASTE PIPING AS FOLLOWS:

PIPE SIZE MINIMUM PITCHSOIL, WASTE AND VENT

2-1/2 INCH & SMALLER 1/4" TO THE FOOT

3 INCH & LARGER 1/8" TO THE FOOTB. CHANGES IN DIRECTION OF PIPING SHALL BE MADE WITH FITTINGS.

C. CONTRACTOR IS CAUTIONED TO VERIFY INVERT OF SANITARY SEWER AND TO COORDINATE INVERTS OF NEW WORK TO SUIT

CONDITIONS ENCOUNTERED.

D. SANITARY SEWER SHALL BE PROVIDED COMPLETE WITH ALL PLUMBING FIXTURES, DRAINS, ETC., PROPERLY CONNECTED ANDVENTED IN ACCORDANCE WITH THE APPLICABLE CODES. ALL VENTS THROUGH THE ROOF SHALL EXTEND TWELVE INCHES ABOVE

THE ROOF.(2) DOMESTIC WATER:

A. GRADE ALL LINES TO FACILITATE DRAINAGE. PROVIDE HOSED-END DRAIN VALVES AT LOCATIONS INDICATED ON THE DRAWINGS.

ALL UNNECESSARY TRAPS IN CIRCULATING LINES SHALL BE AVOIDED.B. CONNECT BRANCH LINES AT BOTTOM OF MAIN SERVING FIXTURES BELOW AND PITCH DOWN SO THAT MAIN MAY BE DRAINED

THROUGH FIXTURE. CONNECT BRANCH LINES TO TOP OF MAIN SERVING ONLY FIXTURES LOCATED ON FLOOR ABOVE.

19. PROTECTION OF ELECTRICAL EQUIPMENT:A. PLUMBING PIPING SHALL NOT BE INSTALLED DIRECTLY OVER ELECTRICAL PANELBOARDS, SWITCHBOARDS OR MOTOR CONTROL CENTERS,

UNLESS THE PIPE IS A MINIMUM OF 6 FEET ABOVE THE ELECTRICAL EQUIPMENT OR ABOVE A STRUCTURAL CEILING (CONCRETE CAP OR

SIMILAR). IF COMPLIANCE WITH THIS REQUIREMENT IS NOT POSSIBLE, NOTIFY THE ENGINEER IMMEDIATELY. IF THE PIPING IS DIRECTLYABOVE AND AT LEAST 6 FEET ABOVE THE ELECTRICAL EQUIPMENT, PROVIDE A GALVANIZED STEEL DRAIN PAN INSTALLED DIRECTLY UNDER

THE PIPING. DRAIN PAN SHALL HAVE MINIMUM 2 INCH HIGH SIDES WITH A DRAIN PIPE CONNECTION AT THE LOWEST POINT AND SHALL BE

FULL WIDTH OF THE ELECTRICAL EQUIPMENT BEING PROTECTED. EXTEND DRAIN PIPE TO EXTERIOR OR TO NEAREST FLOOR DRAIN.

20. PROTECTION OF PLASTIC PIPE

A. ALL PLASTIC PIPING SHALL BE INSTALLED WITH SUFFICIENT DISTANCE AND/OR INSULATION RELATIVE TO RECESSED LIGHT FIXTURES INACCORDANCE WITH PLASTICS PIPE INSTITUTE (PPI) TECHNICAL NOTE 56 “INSTALLATION OF PLASTIC PRESSURE PIPING MATERIALS NEAR

IC-RATED AND NON-IC-RATED RECESSED LIGHTING FIXTURES”.

21. TESTS:

A. GENERAL: CONTRACTOR SHALL PROVIDE ALL INSTRUMENTS, MATERIALS, AND LABOR REQUIRED. TESTS SHALL BE MADE IN THE PRESENCE

OF THE OWNER OR AUTHORITY HAVING JURISDICTION, OR AS OTHERWISE DIRECTED BY, THE ARCHITECT, WHO SHALL BE GIVEN FIVE (5)DAYS NOTICE BY THIS CONTRACTOR OF HIS READINESS TO PERFORM SUCH TESTS. ANY LEAKS THAT DEVELOP DURING THE TESTS SHALL

BE REPAIRED BY REMAKING THE JOINT OR REPLACING PIPE AND FITTINGS. TEMPORARY CAULKING WILL NOT BE PERMITTED. NO PIPING

SHALL BE INSULATED OR CONCEALED UNTIL IT HAS BEEN TESTED, WITH RESULTS ACCEPTABLE TO THEARCHITECT. AIR TESTING WILL BE

ACCEPTABLE WHERE PERMITTED BY THE VIRGINIA CONSTRUCTION CODE. DO NOT PERFORM AIR TESTING ON SYSTEMS WHERE PLASTICPIPING, INCLUDING CPVC AND PEX PIPING, ARE INSTALLED. TEST SYSTEMS EITHER IN ITS ENTIRETY OR IN SECTIONS.

B. SOIL, WASTE AND VENT SYSTEMS: CONDUCT TESTS BEFORE FIXTURES ARE CONNECTED. CONDUCT WATER TEST AS DIRECTED IN

ACCORDANCE WITH THE VIRGINIA CONSTRUCTION CODE AND THIS SPECIFICATION.(1) WATER TEST: IF ENTIRE SYSTEM IS TESTED, TIGHTLY CLOSE ALL OPENINGS IN PIPES EXCEPT HIGHEST OPENING AND FILL SYSTEM

WITH WATER TO POINT OF OVERFLOW. IF SYSTEM IS TESTED IN SECTIONS, TIGHTLY PLUG EACH OPENING EXCEPT HIGHEST OPENING

OF SECTION UNDER TEST, FILL EACH SECTION WITH WATER AND TEST WITH AT LEAST 10-FOOT HEAD OF WATER. IN TESTINGSUCCESSIVE SECTIONS, TEST AT LEAST UPPER 10 FEET OF NEXT PRECEDING SECTION SO THAT EACH JOINT OR PIPE EXCEPT

UPPERMOST 10-FOOT HEAD OF WATER. KEEP WATER IN SYSTEM, OR IN PORTION UNDER TEST, FOR AT LEAST 15 MINUTES BEFORE

INSPECTION STARTS. SYSTEM SHALL THEN BE TIGHT AT ALL JOINTS.C. POTABLE WATER SYSTEM: TEST AFTER INSTALLATION OF PIPING AND DOMESTIC WATER HEATERS, BUT BEFORE PIPING IS CONCEALED,

BEFORE COVERING IS APPLIED AND BEFORE PLUMBING FIXTURES ARE CONNECTED. FILL SYSTEMS WITH WATER AND MAINTAIN

HYDROSTATIC PRESSURE OF 125 PSIG OR AT 50 PERCENT HIGHER THAN ACTUAL OPERATING PRESSURE WHICH EVER IS GREATER FOR ONEHOUR DURING INSPECTION AND PROVE TIGHT WITHOUT ANY LOSS OF PRESSURE.

D. OPTIONAL TESTS FOR CONNECTIONS TO EXISTING SYSTEMS: AFTER INSTALLATION OF PIPING AND CONNECTING TO EXISTING SYSTEMS,

AND WHERE HEREIN BEFORE SPECIFIED TESTS ARE IMPRACTICAL, TEST ALL NEW PIPING UNDER ACTUAL OPERATING CONDITIONS AND

PROVE TIGHT TO THE SATISFACTION OF THE ARCHITECT.

22. DISINFECTION: AFTER TESTS HAVE BEEN SUCCESSIVELY COMPLETED, THOROUGHLY FLUSH AND DISINFECT THE INTERIOR DOMESTIC WATER

DISTRIBUTION SYSTEM IN ACCORDANCE WITH THE VIRGINIA CONSTRUCTION CODE.

23. CLEANING:

A. REMOVE TRASH, PLASTER, DUST, PAINT SPOTS AND ALL FOREIGN MATTER FROM INSIDE AND OUTSIDE OF ALL FIXTURES AND EQUIPMENT.B. THE CONTRACTOR SHALL CHECK EACH LENGTH OF PIPE BEFORE IT IS PUT IN PLACE TO MAKE CERTAIN THERE IS NOT FOREIGN MATERIAL

(STONES, SAND, ETC.) IN THE SYSTEMS. PROVIDE TEMPORARY BYPASS AROUND EQUIPMENT IF OR AS REQUIRED. ALL PLUMBING PIPES

SHALL BE THOROUGHLY FLUSHED WITH WATER TO REMOVE CONSTRUCTION DEBRIS BEFORE FINAL CONNECTIONS ARE MADE TOEQUIPMENT AND FIXTURES.

24. REPORTS: REPORT OF CLEANING, STERILIZING AND TESTING: CONTRACTOR SHALL VERIFY IN WRITING BEFORE COMPLETION OF THE JOB THATALL SPECIFIED CLEANING PROCEDURES, TESTS AND STERILIZING HAVE BEEN PERFORMED, WITH RESULTS AS SPECIFIED OR AS REQUIRED BY

CODES.



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Ph: (540) 342-1816

Fax: (540) 344-3410

Comm. No.: 21101.17

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FOOD COURT

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CORRIDOR

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ELEVATOR

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SPRINKLER SYSTEM NOTES AND SPECIFICATIONS:1. THE EXISTING SPRINKLER SYSTEM IN THE RENOVATED AREAS SHALL BE MODIFIED AS REQUIRED TO

PROVIDE FULL SPRINKLER COVERAGE IN ACCORDANCE WITH NFPA 13-2013 AND THE 2015 VIRGINIA CONSTRUCTION CODE.

2. INSTALLATION SHALL BE ACC0MPLISHED BY A CONTRACTOR WHO IS DULY LICENSED AND ACCREDITED IN THE INSTALLATION OF AUTOMATIC SPRINKLER SYSTEMS AND FIRE PROTECTION EQUIPMENT FOR THE PAST THREE YEARS.

3. EXISTING SPRINKLER HEADS SHALL BE REMOVED. NEW SPRINKLER HEADS SHALL BE RECESSED PENDENT IN FINISHED CEILINGS.

4. PIPING SHALL BE FERROUS PIPING (WELDED AND SEAMLESS), ASTM A795, ASTM A53 OR ASTM A153 IN ACCORDANCE WITH NFPA 13-2013.

5. CONTRACTOR SHALL COORDINATE THE LOCATIONS OF ALL SPRINKLERS AND SPRINKLER PIPING WITH OTHER NEW AND EXISTING PIPES, DUCTS, LIGHTS, EQUIPMENT, CONDUIT, STRUCTURAL SYSTEMS, CEILING SUPPORTS, AND FRAMING BEFORE INSTALLATION. SPRINKLER PIPING SHALL NOT BE INSTALLED WHERE ITS LOCATION INHIBITS EQUIPMENT FILTER AND MAINTENANCE ACCESS OR INFRINGES UPON CLEARANCE DICTATED BY THE NATIONAL ELECTRIC CODE. ALL SPRINKLERS TO BE CENTERED IN CEILING TILES - "CENTER OF TILE."

6. THE SPRINKLER SYSTEM IN TEH RENOVATED AREAS SHALL LIGHT HAZARD DESIGNED TO PROVIDE 0.10 GPM/SQ. FT. OVER 1500 SQ. FT. PLUS A 100 GPM HOSE ALLOWANCE. THE SYSTEM SHALL BE WET USING 155 DEG. F. SPRINKLER HEADS AND COVER NO MORE THAN 225 SQ. FT. PER HEAD.

7. THE SPRINKLER SYSTEM IN STORAGE ROOMS AND SIMILAR SPACES SHALL BE ORDINARY HAZARD GROUP 2 DESIGNED TO PROVIDE 0.15 GPM/SQ. FT. OVER 1500 SQ. FT. PLUS A 250 GPM HOSE ALLOWANCE. THE SYSTEM SHALL BE WET USING 155 DEG. F. SPRINKLER HEADS AND COVER NO MORE THAN 130 SQ. FT. PER HEAD.

8. PROVIDE FIRESTOPPING AT ALL LOCATIONS WHERE PIPES PENETRATE RATED WALL ASSEMBLIES.9. THE EXISTING SPRINKLER SYSTEM SERVING AREAS NOT BEING RENOVATED MUST BE MAINTAINED

DURING CONSTRUCTION.

SPRINKLER HEAD SCHEDULE

QUICK RESPONSE PENDENT SPRINKLER - 5.6 "K" FACTOR - RECESSED5

DESCRIPTIONQTY. SYMBOL

EXISTING PENDENT SPRINKLER TO BE REMOVED5

EXISTING PENDENT SPRINKLER TO REMAIN26 E

PLAN NOTES THIS SHEET:1. REMOVE EXISTING SPRINKLER. PROVIDE NEW SPRINKLER IN LOCATION INDICATED. EXTEND NEW

SPRINKLER PIPING FROM EXISTING PIPING AND CONNECT TO NEW SPRINKLER. REWORK EXISTING SPRINKLER PIPING AS REQUIRED FOR NEW PIPE CONNECTIONS AND FOR NEW CEILING HEIGHTS.

2. PROVIDE NEW SPRINKLER IN CLOSET. EXTEND RUNPIT PIPING AND CONNECT TO EXISTING BRANCH MAIN.



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Ph: (540) 342-1816

Fax: (540) 344-3410

Comm. No.: 21101.17

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FLOOR PLAN - SPRINKLER

0 16 24 328

1/8" = 1' - 0"N

REVISIONS DATE

AIR HANDLING UNIT AHU

CEILING GRILLE CG

CEILING REGISTER CR

CUBIC FEET PER MINUTE CFM

NEW CONNECTED TO EXISTING

EXISTING, REMOVE FROM THIS POINT

EXISTING SLOT DIFFUSERS

IN SIDEWALL TO REMAIN

REMOVE EXISTING

TOASTER HOOD EXHAUST

DUCTWORK BELOW CEILING

T

EXISTING TSTAT

& CO2 SENSOR

TO REMAIN

C

1

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DEMOLITION NOTES:

1. EXISTING CEILING DEVICE TO BE RELOCATED.

2. EXISTING CEILING DEVICE TO REMAIN.

CAP EXISTING TOASTER

EXHAUST DUCTWORK

ABOVE CEILING

CONNECT RELOCATED

RETURN GRILLES TO

EXISTING RETURN

DUCTWORK ABOVE

EXISTING SLOT DIFFUSERS IN

SIDEWALL ABOVE TO REMAIN

T

EXISTING TSTAT

& CO2 SENSOR

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NEW WORK NOTES:

1. RELOCATE EXISTING CEILING DEVICE TO LOCATION SHOWN.

EXTEND FLEX DUCT FROM EXISTING SPIN IN FITTING AND

CONNECT TO DIFFUSER AT NEW LOCATION. PROVIDE

ADDITIONAL FLEX DUCT AS REQUIRED.

2. EXISTING CEILING DEVICE TO REMAIN.

HVAC LEGEND

THERMOSTAT T'STAT T

EXISTING TO REMAIN

EXISTING TO BE REMOVED

CARBON DIOXIDE SENSOR C



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Ph: (540) 342-1816

Fax: (540) 344-3410

Comm. No.: 21101.17

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1ST FLOOR - HVAC DEMOLITION PLAN

SCALE

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1/4" = 1'-0"

1ST FLOOR - HVAC NEW WORK PLAN

GENERAL NOTES:

1. ALL DUCTWORK SHALL BE COORDINATED WITH EXISTING DUCTS, PIPES, LIGHTS,

STRUCTURAL SYSTEM, CEILING SUPPORTS AND FRAMING BEFORE INSTALLATION.

MINOR DUCT AND PIPE OFFSETS AND MINOR DUCT TRANSITIONS SHALL BE PROVIDED

AS REQUIRED. WHERE TRANSITIONS ARE REQUIRED, CROSS SECTIONAL AREA OF

DUCT SHALL NOT BE REDUCED. MEASUREMENTS FOR VERTICAL CLEARANCES OF

DUCTWORK SHALL BE TAKEN AT THE JOB SITE BEFORE FABRICATION OF ANY

DUCTWORK.

2. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S

PUBLISHED INSTRUCTIONS.

3. MATERIALS AND INSTALLATION SHALL COMPLY WITH LOCAL CODES, APPLICABLE

PROVISIONS OF LATEST EDITION OF NATIONAL FIRE PROTECTION ASSOCIATION,

LOCAL UTILITY REGULATIONS AND GOVERNMENTAL DEPARTMENTS HAVING

JURISDICTION.

4. VERIFY LOCATIONS OF EXISTING EQUIPMENT AND ROUTE OF DUCTWORK WITH

EXISTING CONDITIONS.

5. REFER TO ARCHITECTURAL, STRUCTURAL AND ELECTRICAL DRAWINGS TO

COORDINATE THE EXACT LOCATIONS OF DIFFUSERS AND GRILLES WITH CEILING GRID,

LIGHTS, BEAMS AND OTHER BUILDING COMPONENTS.

6. CONTRACTOR SHALL PROVIDE ALL SUPPORTS REQUIRED TO MOUNT DUCTWORK.

7. WHERE DUCT CONNECTIONS ARE SHOWN CONNECTING TO EXISTING, CONTRACTOR

SHALL DETERMINE EXACT LOCATIONS AND CONNECTION SIZES PRIOR TO

INSTALLATION.

8. DUCTWORK SHALL BE ZINC-COATED SHEET STEEL OR ALUMINUM, CONSTRUCTED AND

INSTALLED AS RECOMMENDED BY THE LATEST EDITION OF SMACNA "HVAC DUCT

CONSTRUCTION STANDARDS".

9. FLEXIBLE DUCTS SHALL BE FLEXIBLE METAL OR METAL AND NEOPRENE-COATED

CANVAS HOSE INSULATED WITH 1" THICK FIBERGLASS WITH VINYL VAPOR BARRIER.

10. ALL FLEXIBLE DUCTS CONNECTED TO SUPPLY DIFFUSERS SHALL BE SIZED TO EQUAL

THE EXISTING DIFFUSER NECK DIAMETER.

11. EQUIPMENT, MATERIALS AND LABOR REQUIRED BY THESE CONTRACT DRAWINGS

SHALL BE GUARANTEED TO BE FREE FROM DEFECTIVE MATERIALS OR WORKMANSHIP

FOR ONE YEAR AFTER FINAL ACCEPTANCE OF THE PROJECT UNLESS SPECIFIED

OTHERWISE. DEFECTIVE MATERIALS OR WORKMANSHIP OCCURRING DURING THIS

PERIOD SHALL BE CORRECTED AT NO ADDITIONAL COST.

0 8 12 164

1/4" = 1' - 0"N

REVISIONS DATE

1 PLAN NOTE DESIGNATION.

A1 LIGHTING FIXTURE TYPE DESIGNATION.

LIGHTING FIXTURE, LED, CEILING MOUNTED.

LIGHTING FIXTURE, LED, WALL MOUNTED.

LED EXIT SIGN, CEILING MOUNTED. SHADED QUADRANT(S) INDICATES FACE(S).PROVIDE ARROWS AS INDICATED ON DRAWINGS. LIGHTING FIXTURE TYPES "X1 & X2",UNO.

7'-6" TOBOTTOM, UNO

LED EXIT SIGN, WALL MOUNTED. SHADED QUADRANT(S) INDICATES FACE(S).PROVIDE ARROWS AS INDICATED ON DRAWINGS. LIGHTING FIXTURE TYPES "X3 & X4",UNO.

a4'-0" TO TOP SWP

GENERAL USE SWITCH, SINGLE POLE. LOWER CASE ALPHABETIC SUBSCRIPT, WHERESHOWN, INDICATES LOADS CONTROLLED. (TYPICAL FOR ALL SWITCHES). "WP" =WATERPROOF

O1 OCCUPANCY SENSOR, CEILING MOUNTED. NUMBER INDICATES TYPE AS SCHEDULEDON DRAWINGS OR IN SPECIFICATIONS.

RECEPTACLE, DUPLEX, WALL. ALPHA-NUMERIC OR NUMERIC SUBSCRIPT, WHERE SHOWN,INDICATES CIRCUIT. "E" = EMERGENCY RECEPTACLE (RED IN COLOR). "TR" = TAMPERRESISTANT RECEPTACLE. "SS" = SURGE SUPPRESSOR RECEPTACLE. "H" = HORIZONTALLYMOUNTED. "R" = RECESSED RECEPTACLE WALL BOX. "C" = LOAD CONTROLLED RECEPTACLEVIA OCCUPANCY SENSOR AND RELAY PANEL. "U" = COMBINATION DUPLEX RECEPTACLE ANDDUAL USB OUTLETS. "WP" = WHILE-IN-USE WEATHER-PROOF COVER PLATE.

E,TR,SS,H,R,C,U,WP

1'-8" TO TOP

1'-8" TO TOP RECEPTACLE, DUPLEX GFCI, WALL. ALPHA-NUMERIC OR NUMERIC SUBSCRIPT, WHERESHOWN, INDICATES CIRCUIT. "E" = EMERGENCY RECEPTACLE (RED IN COLOR). "TR" = TAMPERRESISTANT RECEPTACLE. "H" = HORIZONTALLY MOUNTED. "R" = RECESSED RECEPTACLE WALLBOX. "WP" = WHILE-IN-USE WEATHER-PROOF COVER PLATE.

E,TR,H,R,WP

1'-8" TO TOP RECEPTACLE, SIMPLEX (SINGLE), WALL. ALPHA-NUMERIC OR NUMERIC SUBSCRIPT, WHERESHOWN, INDICATES CIRCUIT. "E" = EMERGENCY RECEPTACLE (RED IN COLOR). "TR" = TAMPERRESISTANT RECEPTACLE. "H" = HORIZONTALLY MOUNTED. "R" = RECESSED RECEPTACLEWALL BOX. "U" = USB 4-PORT OUTLET. "WP" = WHILE-IN-USE WEATHER-PROOF COVER PLATE.

E,TR,H,R,U,WP

S

ERC, DR

SMOKE DETECTOR, CEILING. "ERC" = ELEVATOR RECALL. "DR" = DOOR RELEASE.

CONDUIT CONCEALED IN WALL OR ABOVE CEILING.

CONDUIT TURNED UP.

CONDUIT TURNED DOWN.

J1'-8" TO TOP JUNCTION BOX, WALL.

1 REVISION DESIGNATION.

PS PHOTOSENSOR, CEILING MOUNTED. TYPE AS SCHEDULED ON DRAWINGS OR INSPECIFICATIONS.

J JUNCTION BOX, CEILING.

SL14'-0" TO TOP SWITCH, LOW VOLTAGE LIGHTING CONTROL, WALL-BOX MOUNTED. NUMBERINDICATES TYPE AS SCHEDULED ON DRAWINGS OR IN SPECIFICATIONS.

CONDUIT EXPOSED.

CONDUIT CONCEALED IN OR BELOW FLOOR SLAB OR BELOW GRADE.

RECEPTACLE, SPECIAL PURPOSE, WALL. D = CLOTHES DRYER (NEMA 14-30R), R = RANGE(NEMA 14-50R), UNLESS OTHER NEMA TYPE IS NOTED ON DRAWINGS OR IN SPECIFICATIONS.

1'-8" TO TOP

D,R

V1 VACANCY SENSOR, CEILING MOUNTED. NUMBER INDICATES TYPE ASSCHEDULED ON DRAWINGS OR IN SPECIFICATIONS.

C SECURITY SYSTEM (CCTV SURVEILLANCE) VIDEO CAMERA, WALL.8'-0" TO TOP

COMMUNICATION (DATA AND/OR VOICE) OUTLET, WALL.1'-8" TO TOP

(12) LIGHT TRACK. SYMBOL " " INDICATES QUANTITY OF TRACK LIGHT FIXTURES PERTRACK. NUMBER INDICATES NOMINAL LENGTH IN FEET. TRACK LIGHT SYMBOL MAY VARY.

SR1 SURFACE RACEWAY. NUMBER, WHERE SHOWN, INDICATES TYPE AS SCHEDULEDON DRAWINGS OR IN SPECIFICATIONS.

2C4 CONDUIT SLEEVES, THROUGH WALL. MOUNT 4" ABOVE HIGHEST ACCESSIBLECEILING ON EITHER SIDE OF WALL OR MINIMUM 8'-6" AFF WHERE EXPOSED, UNO.FIRST NUMBER INDICATES QUANTITY OF CONDUITS AND SECOND NUMBERINDICATES DIAMETER OF CONDUITS IN INCHES. BUSH CONDUITS AT EACH END.

EXISTING CONDUIT TO BE REMOVED.

S SMOKE DETECTOR, WALL.AS NOTEDOR DETAILED

H HEAT DETECTOR, CEILING.

H HEAT DETECTOR, WALL.AS NOTEDOR DETAILED

F FIRE ALARM MANUAL PULL STATION, WALL.4'-0" TO TOP

30F FIRE ALARM HORN OR SPEAKER (AS INDICATED IN SPECIFICATIONS) WITH

INTEGRAL VISUAL DEVICE, WALL. NUMBER INDICATES VISUAL DEVICE MINIMUMCANDELA RATING.

8'-0" TO TOP

30F8'-0" TO TOP FIRE ALARM VISUAL DEVICE, WALL. NUMBER INDICATES VISUAL DEVICE

MINIMUM CANDELA RATING.

30F FIRE ALARM HORN OR SPEAKER (AS INDICATED IN SPECIFICATIONS) WITH INTEGRAL

VISUAL DEVICE, CEILING. NUMBER INDICATES VISUAL DEVICE MINIMUM CANDELA RATING.

30F FIRE ALARM VISUAL DEVICE, CEILING. NUMBER INDICATES VISUAL DEVICE

MINIMUM CANDELA RATING.

FS SPRINKLER SYSTEM WATER FLOW DETECTOR SWITCH.

PS SPRINKLER SYSTEM DRY PIPE AIR PRESSURE SWITCH.

TS SPRINKLER SYSTEM VALVE SUPERVISORY (TAMPER) SWITCH.

RECEPTACLE, DUPLEX IN A SINGLE COMPARTMENT FLUSH FLOOR BOX. ALPHA-NUMERIC ORNUMERIC SUBSCRIPT, WHERE SHOWN, INDICATES CIRCUIT. "E" = EMERGENCY RECEPTACLE(RED IN COLOR). "TR" = TAMPER RESISTANT RECEPTACLE. "SS" = SURGE SUPPRESSORRECEPTACLE. "C" = LOAD CONTROLLED RECEPTACLE VIA OCCUPANCY SENSOR AND RELAYPANEL. "U" = COMBINATION DUPLEX RECEPTACLE AND DUAL USB OUTLETS.

E,TR,SS,C,U

RECEPTACLE, SIMPLEX (SINGLE), CEILING. ALPHA-NUMERIC OR NUMERIC SUBSCRIPT, WHERESHOWN, INDICATES CIRCUIT. "E" = EMERGENCY RECEPTACLE (RED IN COLOR). "TR" = TAMPERRESISTANT RECEPTACLE.

E,TR

GROUND CONNECTION.

M ELECTRIC MOTOR CONNECTION.

208/120 VOLT SURFACE OR FLUSH MOUNTED PANELBOARD.6'-0" TO TOP

NON-FUSIBLE SAFETY SWITCH, WALL OR EQUIPMENT MOUNTED. NUMBERINDICATES SAFETY SWITCH 3-POLE/60 AMP RATING.

5'-0" TO TOP

N/3/60

FUSIBLE SAFETY SWITCH, WALL OR EQUIPMENT MOUNTED. NUMBERINDICATES SAFETY SWITCH 3-POLE/60 AMP RATING/45 AMP FUSES.

5'-0" TO TOP

F/3/60/45

MS TOGGLE SWITCH, HORSEPOWER RATED, WALL OR EQUIPMENT MOUNTED. SINGLEPOLE UNLESS SHOWN WITH NUMBER INDICATING NUMBER OF POLES GREATER THANONE. "F" DENOTES FLUSH MOUNTED.

5'-0" TO TOP

CIRCUIT DESIGNATION. DESIGNATION SHOWN INDICATES PANEL NLA1A AND CIRCUITNUMBER 3.

NLA1A-3

LOCAL SOUND SYSTEM SPEAKER, WALL.7'-6" TO TOP

LOCAL SOUND SYSTEM SPEAKER, CEILING.

C SECURITY SYSTEM (CCTV SURVEILLANCE) VIDEO CAMERA, CEILING.

W WIRELESS ACCESS POINT (WAP), CEILING MOUNTED.

W WIRELESS ACCESS POINT (WAP), WALL MOUNTED.8'-0" TO TOP

ELECTRICAL LEGEND - LOW VOLTAGE

ELECTRICAL LEGEND - FIRE ALARM

ELECTRICAL LEGEND - POWER DEVICES

ELECTRICAL LEGEND - LIGHTING

ELECTRICAL LEGEND - GENERAL

ELECTRICAL LEGEND - LIGHTING CONTROLS

ELECTRICAL LEGEND - POWER EQUIPMENT

ELECTRICAL LEGEND - RACEWAYS

ELECTRICAL LEGEND - SOUND SYSTEM

ELECTRICAL LEGEND - SECURITY

MTG. HGT. SYMBOL DESCRIPTION




MTG. HGT. SYMBOL DESCRIPTIONMTG. HGT. SYMBOL DESCRIPTION





FACP MAIN FIRE ALARM CONTROL PANEL, WALL.6'-0" TO TOP

FAAP FIRE ALARM ANNUNCIATOR PANEL, WALL.5'-0" TO TOP

LIGHTING FIXTURE, LED OR FLUORESCENT, CEILING MOUNTED WITHINTEGRAL EMERGENCY DRIVER. (TYPICAL FOR ALL LIGHTING FIXTURESWITH SOLID FILL OR WITH 'E' DESIGNATION)

LIGHTING FIXTURE, LED OR FLUORESCENT, CEILING MOUNTED.SYMBOL SIZE VARIES WITH LIGHTING FIXTURE TYPE.

NOTES (ELECTRICAL LEGEND):

1. THESE ARE STANDARD ELECTRICAL SYMBOLS AND MAY NOT ALL APPEAR ON THE PROJECT DRAWINGS. HOWEVER,WHEREVER AN ELECTRICAL SYMBOL APPEARS ON THE PROJECT DRAWINGS, THE ITEM SHALL BE FURNISHED AND INSTALLED.

2. MOUNTING HEIGHTS NOTED IN THIS SCHEDULE ARE FROM FINISHED FLOOR TO TOP OF OUTLET OR EQUIPMENT, UNO. WHERETHE MOUNTING HEIGHT INDICATED ON THE DRAWINGS IS DIFFERENT FROM THE LEGEND, THE DRAWING TAKES PRECEDENT.

SEE DRAWINGS FOR MOUNTING HEIGHTS NOT INDICATED IN THE LEGEND. MOUNTING HEIGHTS NOTED ON THE DRAWINGS ARE

FROM FINISHED FLOOR TO TOP OF DEVICE.

3. SEE ELECTRICAL ABBREVIATIONS FOR ALPHABETIC SUBSCRIPT WITH SYMBOL, UNO.

4. REFER TO DETAILS ON DRAWINGS FOR ADDITIONAL INFORMATION.

ELECTRICAL ABBREVIATIONS

ELECTRIC WATER COOLEREWC

SCCR SHORT CIRCUIT CURRENT RATING

1. ALL ABBREVIATIONS LISTED MAY NOT APPLY TO THIS PROJECT. REFER TO OTHER ABBREVIATION LISTS

NOTE (ELECTRICAL ABBREVIATIONS):

ELSEWHERE IN THESE DOCUMENTS FOR ABBREVIATIONS NOT LISTED HERE.

IGIMC INTERMEDIATE METAL CONDUIT

ISOLATED GROUND

GF OR GFI

FLUORFLUOR

HPF

HZ

HW

HPS

HTR

HP

HID

HOA

HG

H OR HOR

GND

FC

GEN

FXTRFXTR

FSD

FSS

FACPFACP

FDR

FA

EXIST

EXT

HIGH INTENSITY DISCHARGE

HORSEPOWER OR HEAT PUMP

HIGH PRESSURE SODIUM

HIGH POWER FACTOR

HAND-OFF-AUTOMATIC

HOT WATER

HERTZ

HEATER

HORIZONTAL

HOSPITAL GRADE

GROUND

FIRE/SMOKE DAMPER

FUSIBLE SAFETY SWITCH

FIRE ALARM CONTROL PANELFIRE ALARM CONTROL PANEL

FOOTCANDLE

GENERATOR

FLUORESCENTFLUORESCENT

GROUND FAULT INTERRUPTER

FIXTURE

EXISTING

EXTERIORFIRE ALARM

FEEDER

WP WEATHERPROOFTRANSFORMERXFMR

TC TIME CLOCK

VOLT-AMPERE

UNDERGROUND

WATT OR WIRE

VOLT-AMPERE REACTIVE

UNLESS NOTED OTHERWISE

VOLT

VOLTMETER

W

VM

V

VAR

VA

UNDERFLOOR

TYPICAL

TELEVISION

TELEPHONE

UG

UNO

UF

TYP

TV

TEL

MOTOR OPERATED SMOKE DAMPER

SURGE SUPPRESSOR

SYMMETRICAL

SWITCHBOARD

SURFACE RACEWAY

SOLID NEUTRAL

SURFACE METAL RACEWAY

STR STARTER

SWITCHGEAR

SWITCH

SYM

SN

SWGR

SWBD

SW

SECONDARY

SPEAKERSPKR

SSSR

SDR

SEC

SMR

COMB

E OR EMER

ENG

ER

EQUIP

EP

ENCL

EMT

EML

EM

EMN

ELEC

EL

CTRL

DC

DR

DISC

CW

CU

COND

CONT

CT

CONN

CNDCNTR

EXIST RELOCATED TO THIS LOCATION

EXIST REMOVED

EXIST REMOVED AND NEW INSTALLED

ELECTRICAL METALLIC TUBING

EXIST TO REMAIN

EQUIPMENT

ENCLOSURE

EXPLOSION PROOF

ENGINE

EMERGENCY

ELECTRIC OR ELECTRICAL

DOOR RELEASE SERVICE

CURRENT TRANSFORMERCONTROL

DISCONNECT

DIRECT CURRENT

COLD WATER

COPPER

CONTACTOR

CONNECTION

CONDUCTOR

COMBINATION

CENTERCONDUIT

BRKR

ASYM

AWG

CATV

CCTVCF

CKT

CLG

CB

CAB

CA

BD

BEL

AM

ATS

AMPL

AIC

AL

AFF

ABV

AFD

ACACB

A OR AMP

AMERICAN WIRE GAGE

COMPACT FLUORESCENTCLOSED CIRCUIT TELEVISION

CABLE TV

CIRCUIT BREAKER

CIRCUIT

CEILING

BUS DUCT

BREAKER

CABINET

CABLE

BELOW

ADJUSTABLE FREQUENCY DRIVE

ABOVE FINISHED FLOOR

ALTERNATING CURRENTABOVE COUNTER BACKSPLASH

AMPERES INTERRUPTING CAPACITY

AUTOMATIC TRANSFER SWITCH

AMMETER

ALUMINUM

AMPLIFIER

ASYMMETRICAL

ABOVE

AMPERE

MS

PBS PUSHBUTTON STATION

PANELBOARD

POLYVINYL CHLORIDE

RIGID GALVANIZED STEEL CONDUIT

POTENTIAL TRANSFORMER

RECEPTACLE

QUANTITY

REC

RGS

QTYPOWER

PANEL OR PANELBOARD

PHASE

PRIMARY

PTPVC

PWR

PRI

PNLBRD

PH

PNL

PULL BOX OR PUSHBUTTON

MOUNTED

MAGNETIC STARTER

MERCURY VAPOR

NON-FUSIBLE SAFETY SWITCH

NATIONAL ELECTRICAL CODE

NFSS

OVERHEAD

POLE

NUMBER

PB

P

OH

NO

NEUTRAL

METER

NEUT

NEC

MTD

MV

MTR

LGTS LIGHTS

MOTOR/GENERATOR

MAIN LUGS ONLY

THOUSAND CIRCULAR MILS

MOTOR CONTROL CENTER

METAL HALIDE OR MOUNTING HEIGHT

MOTOR OPERATED DAMPER

MASTER ANTENNA TELEVISION

MAIN CIRCUIT BREAKER

MOTORMODMOT

MLO

MCM

M/G

MH

LUMENS OR LUMINAIRE

MANUAL

MAGNETIC

MAN

MATV

MCC

MCB

MAGLUM

JUNCTION BOX

LIGHTNING ARRESTER

LOW PRESSURE SODIUM

KILOWATT-HOUR

KILOVOLT-AMPERE

KILOVOLT-AMPERE REACTIVE

KILOWATT

KWH

LPS

LA

KVAR

KW

KVA

KILOVOLT

THOUSAND CIRCULAR MILS

JB

KCMIL

KV

DB DOOR BELL

DS DOOR SWITCH OR DISPLAY SCREEN

GD GARAGE DOOR

C COUNTERTOP

ERC ELEVATOR RECALL

ELEV ELEVATOR

UNDERWRITERS' LABORATORIESUL

HGT HEIGHT

REFRIGERATORREFRIG

BOT BOTTOM

DIM DIMENSION

MINIMUMMIN

DWG DRAWING

ARC FAULT INTERRUPTERAF OR AFI

FACU FIRE ALARM CONTROL UNIT

SURGE PROTECTIVE DEVICESPD

EXIST REMOVED AND RELOCATED

VERTICALVERT

NIGHT LIGHTNL

SB SOUNDER BASE

RELAY BASERB

MASS NOTIFICATION SYSTEMMNS

KNOCKOUTKO

IC INTERCOM OR INTERRUPTING CAPACITY

TAMPER RESISTANTTR

LRP LIGHTING RELAY PANEL

CR CORROSION RESISTANTNORMALN OR NORM

SL SINGLE STATION

UNDERCOUNTERUC

S/O SPACE ONLY

LIGHT EMITTING DIODELED

SPECIAL PURPOSESP

MANUAL MOTOR STARTERMMS

ECNC EXIST CND AND NEW CONDS

ABD ABANDONED

AIP ABANDONED IN PLACE

INITIALINIT

GFP GROUND FAULT PROTECTION/PROTECTED

INCANDESCENTINC

BAS BUILDING AUTOMATION SYSTEM

MOUNTINGMTG

FSD/SD FIRE/SMOKE DAMPER WITH INTEGRAL DUCT SMOKE DETECTOR

DIV. DIVISION

GTD GEN TRANSFER DEVICE

T

NO SCALE

TYPICAL WALL DEVICE LOCATION DETAIL

LIGHT SWITCHES, SENSOR SWITCHES, OR LOW-VOLTAGE SWITCHES/DIMMERS

RECEPTACLES AND/OR COMMUNICATION OUTLETS

FIRE ALARMNOTIFICATION DEVICES

DOOR

2"

2"

DEVICES SHOWN IN SAMEAREA ON PLANS SHALL ALIGNVERTICALLY WITH DEVICESABOVE AND/OR BELOW

NOTE:

4"

1'-8

" A

FF

T

O T

OP 4'

-0"A

FF

TO

TO

P

8'-0

"AF

F T

O T

OP

FINISHEDFLOOR

1. NOT ALL DEVICES SHOWN ARE USED IN ALL LOCATIONS. REFER TO THE ELECTRICAL FLOOR PLANS FOR DEVICE LOCATIONS.

2. WHERE DEVICE HEIGHTS INDICATED ON FLOOR PLANS ARE DIFFERENT FROM WHAT IS SHOWN IN THE DETAIL, THE HEIGHTS INDICATED ON FLOOR PLANS SHALL TAKE PRECEDENCE.

3. DEVICES SHOWN SIDE-BY-SIDE ON THE FLOOR PLANS THAT ARE NOT GANGED TOGETHER SHALL HAVE 2" OF SEPARATION BETWEEN THE FACEPLATES UNLESS NOTED OTHERWISE OR UNLESS MORE SEPARATION IS REQUIRED TO MAINTAIN FIRE RATING OF WALL.

4. FOR WALL DEVICES MOUNTED ABOVE ARCHITECTURAL ITEMS, COORDINATE MOUNTING HEIGHTS OF WALL DEVICES SUCH THAT THEY DO NOT INTERFERE WITH ARCHITECTURAL ITEMS.

5. FIRE ALARM DEVICE LENS SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80" AND NOT GREATER THAN 96" AFF PER 2013 NFPA 72 SECTION 18.5.4.1.

F

F

FPULL STATIONTHERMOSTAT

L1

O1

L2

V1

3



L P A



Ph: (540) 342-1816

Fax: (540) 344-3410

Comm. No.: 21101.17

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ncom

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environm

ent


DATE

SCALE

DRAWN

JOB

SHEET

AS NOTED

WORK ORDER


BLA

CK

SB

UR

G . V

IRG

INIA


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ELE

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EN

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AB

BR

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07 . 08 . 2021

21-483458

2102

MDW

JO

HN

ST

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MA

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RE

NO

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TIO

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, A

DD

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, N

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CO

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TR

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TC

.

REVISIONS DATE

1. SCOPE OF WORK: PROVIDE SUPERVISION, LABOR, MATERIAL, EQUIPMENT, MACHINERY, PLANT AND OTHER ITEMS NECESSARY FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM.

WHERE VARIANCES OCCUR BETWEEN DRAWINGS AND SPECIFICATIONS OR WITHIN EITHER DOCUMENT ITSELF, INCLUDE IN THE CONTRACT PRICE THE ITEM OR ARRANGEMENT OF BETTER QUALITY, GREATER QUANTITY, OR HIGHER COST.

2. STANDARDS AND CODES: THE MATERIALS AND EQUIPMENT SHALL BE NEW AND LISTED BY UNDERWRITERS LABORATORIES, INC. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2015 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC); THE 2015 INTERNATIONAL BUILDING CODE (IBC) AS ADOPTED AND MODIFIED BY THE 2015 VIRGINIA CONSTRUCTION CODE (VCC); THE 2015 INTERNATIONAL FIRE CODE (IFC); THE 2014 NFPA-70 (NATIONAL ELECTRICAL CODE, OR NEC); THE 2013 NFPA-72 (NATIONAL FIRE ALARM AND SIGNALING CODE); THE 2021 VIRGINIA TECH ELECTRICAL DESIGN GUIDELINES; AND OTHER RELATED CODES AND STANDARDS. THE COMPLETED INSTALLATION SHALL COMPLY WITH THE ADAAG "AMERICAN WITH

DISABILITIES ACT GUIDELINES FOR BUILDINGS AND FACILITIES". WORKMANSHIP SHALL MEET THE "STANDARDS OF INSTALLATION" AS PUBLISHED BY THE NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION (NECA).

3. PERMITS AND FEES: OBTAIN PERMITS, BONDS, LICENSES AND INSPECTION CERTIFICATES. PAY INSPECTION FEES AND TAXES. FILE PLANS AND PREPARE DOCUMENTS REQUIRED TO OBTAIN APPROVALS OF GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION.

4. CONDUIT: PROVIDE ELECTRICAL METALLIC TUBING (EMT) FOR EMPTY CONDUIT RUNS AND STUB-UPS, BRANCH CIRCUITS AND PANEL FEEDERS; ALL CONDUIT STUBS SHALL HAVE BUSHINGS. SCHEDULE 40 PVC CONDUIT MAY BE RUN FROM CONCRETE SLAB UP TO FIRST OUTLET (BUT NOT BEYOND FIRST OUTLET) ONLY IF CONDUIT IS CONCEALED IN STUD OR CMU WALL AND IF FIRST OUTLET IS NO MORE THAN 48" AFF. PROVIDE GALVANIZED SINGLE STRIP FLEXIBLE CONDUIT, MINIMUM 18" LONG, FOR MOTOR CONNECTIONS. USE PVC JACKETED FLEXIBLE LIQUID-TIGHT CONDUIT TYPE UA FOR MOTOR CONNECTIONS IN WET LOCATIONS. CONDUIT SHALL BE MINIMUM 3/4”. SUPPORT CONDUIT AS REQUIRED BY THE NEC. FOR ROOF DECKING APPLICATIONS, FOLLOW REQUIREMENTS OF NEC 300.4(E). EXPANSION/DEFLECTION FITTINGS SHALL BE PROVIDED WHERE REQUIRED PER NEC 300.4(H). FITTINGS SHALL NOT BE CAST POT METAL.

ALL CONDUITS PASSING THROUGH RATED WALLS OR CEILINGS SHALL BE SLEEVED AND PACKED WITH U.L. LISTED SEALANT TO MAINTAIN RATING.

TYPE AC, MC AND NMC CABLE ARE NOT ALLOWED.

5. JUNCTION, OUTLET AND PULL BOXES: PROVIDE JUNCTION, OUTLET AND PULL BOXES FOR WIRING DEVICES, FIXTURES, CONNECTIONS TO EQUIPMENT AND AS REQUIRED BY THE NEC. BOXES SHALL BE STEEL UNLESS REQUIRED OTHERWISE BY ENVIRONMENT.

6. HANGERS AND SUPPORTS: PROVIDE ALL HANGERS, SUPPORTS, ANCHORS, SLEEVES AND SEALS AS REQUIRED BY THE NEC.

7. WIRING: PROVIDE COPPER CONDUCTORS, XHHW OR XHHW-2 OR THHN OR THWN-2, 600 VOLT, 90 DEGREE C RATED. WIRING SHALL BE COLOR-CODED TO IDENTIFY PHASES, NEUTRAL AND GROUND. MATCH EXISTING BUILDING WIRING COLOR-CODING. NUMBER 12 AWG SHALL BE THE SMALLEST SIZE WIRE USED FOR POWER AND LIGHTING. FOR 120-VOLT 15 AMP AND 20 AMP BRANCH CIRCUITS, USE MINIMUM 12 AWG UP TO 60 FEET, 10 AWG FOR 61-95 FEET, 8 AWG FOR 96-155 FEET AND 6 AWG FOR BRANCH CIRCUITS LONGER THAN 155 FEET; CONDUCTORS SHALL BE SAME SIZE FOR ENTIRE LENGTH OF RUN, EXCEPT IF ALL OUTLETS ARE IN THE SAME ROOM (1200 SQUARE FEET OR LESS) THE OVERSIZED CONDUCTORS MAY BE RUN ONLY TO THE FIRST OUTLET. CONDUCTORS 8 AWG AND LARGER SHALL BE STRANDED; CONDUCTORS 10 AWG AND SMALLER SHALL BE SOLID. WIRING SHALL BE RUN CONCEALED, EXCEPT WHERE INDICATED OTHERWISE ON THE DRAWINGS. DO NOT INSTALL A SHARED NEUTRAL ON ANY CIRCUIT. FOR LIGHT SWITCHES, INSTALL NEUTRAL CONDUCTOR WHERE REQUIRED BY NEC 404.2(C). ALL TERMINATIONS SHALL BE 75 DEGREES C.

8. GROUNDING AND BONDING: PROVIDE AN EQUIPMENT GROUNDING SYSTEM INSTALLED TO METALLIC STRUCTURES, ENCLOSURES, RACEWAYS, JUNCTION BOXES, OUTLET BOXES, PULL BOXES, CABINETS, MACHINE FRAMES, PORTABLE EQUIPMENT AND OTHER CONDUCTIVE ITEMS IN CLOSE PROXIMITY TO ELECTRICAL CIRCUITS. ALL BRANCH AND FEEDER CIRCUITS SHALL INCLUDE A GREEN GROUNDING CONDUCTOR. PARTICULAR ATTENTION IS CALLED TO BONDING REQUIREMENTS IN NEC 250.97, 250.98 AND 250.104. GROUND CORD-AND-PLUG EQUIPMENT PER THE REQUIREMENTS OF NEC 250.114.

9. IDENTIFICATION: IDENTIFY CABLES/CONDUCTORS, INCLUDING VOLTAGE, PHASE AND FEEDER OR CIRCUIT NUMBER, ON EACH CABLE/CONDUCTOR IN EACH BOX/ENCLOSURE/CABINET WHERE WIRES OF MORE THAN ONE CIRCUIT OR COMMUNICATION/SIGNAL SYSTEM ARE PRESENT. WHEREVER REASONABLY REQUIRED FOR SAFETY, MAINTENANCE AND/OR OPERATIONAL PURPOSES, PROVIDE SELF-ADHESIVE PLASTIC SIGNS FOR IDENTIFICATION, INSTRUCTION OR WARNING ON SWITCHES AND OUTLETS, AS WELL AS OTHER CONTROLS, DEVICES AND ENCLOSURE COVERS. PROVIDE A DANGER SIGN WHEREVER IT IS POSSIBLE FOR PERSONS TO COME INTO CONTACT WITH A VOLTAGE HIGHER THAN 120 VOLTS, AS WELL AS ON CRITICAL SWITCHES AND CONTROLS WHERE UNTIMELY OPERATION COULD BE A SAFETY HAZARD. PROVIDE AN ENGRAVED PLASTIC-LAMINATE LABEL ON EACH MAJOR UNIT OF ELECTRICAL EQUIPMENT, INCLUDING BUT NOT LIMITED TO: CONTROL PANELS, RELAY PANELS, CABINETS, ENCLOSURES, TIMECLOCKS, POWER TRANSFER EQUIPMENT, CONTACTORS, AND DISCONNECT SWITCHES. EQUIPMENT LABELS SHALL INCLUDE WHAT IS REQUIRED IN NEC 408.4(B). ENCLOSURE TYPES SHALL BE MARKED PER NEC 110.28. WIRING COLOR-CODE KEY SHALL BE READILY AVAILABLE OR PERMANENTLY POSTED PER NEC 200.6(D) AND 210.5. PROVIDE CIRCUIT LABELING ON ALL RECEPTACLE WALLPLATES PER VIRGINIA TECH ELECTRICAL DESIGN GUIDELINES.

10. CONNECTIONS TO EQUIPMENT: MAKE FINAL ELECTRICAL POWER CONNECTIONS TO MECHANICAL AND KITCHEN EQUIPMENT. PROVIDE CONDUITS, OUTLET BOXES AND POWER WIRING FROM THE POWER SOURCE TO THE MOTOR OR EQUIPMENT JUNCTION BOX, INCLUDING WIRING THROUGH STARTERS OR SAFETY SWITCHES, IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.

11. WIRING DEVICES (SHOP DRAWINGS REQUIRED): COLOR OF WIRING DEVICES SHALL BE AS SELECTED BY THE ARCHITECT AND SHALL BE INDUSTRIAL SPECIFICATION GRADE. BACK WIRING IS NOT ALLOWED. SWITCHES SHALL BE TUMBLER TYPE, 20 AMP, LIGHTING, GROUNDED, RATED 120/277 VOLT. EXCEPT WHERE NOTED OTHERWISE ON THE DRAWINGS, RECEPTACLES SHALL BE NEMA 5-20R, GROUNDED. SPECIAL PURPOSE, SAFETY TYPE AND GROUND FAULT RECEPTACLES SHALL BE BY SAME MANUFACTURER AS DUPLEX RECEPTACLES. GFCI TYPE DUPLEX RECEPTACLES SHALL BE RATED 5 MILLIAMPS, AND SHALL BE READILY ACCESSIBLE WHERE REQUIRED BY NEC 210.8. WIRING DEVICE WALLPLATES SHALL BE SATIN STAINLESS STEEL AND SHALL BE BY SAME MANUFACTURER AS WIRING DEVICES.

WIRING DEVICE MANUFACTURER SHALL BE BRYANT, EATON ARROW/HART, HUBBELL, LEVITON OR PASS & SEYMOUR.

ELECTRICAL SPECIFICATIONS:

12. LIGHTING (SHOP DRAWINGS REQUIRED): PROVIDE FIXTURES AS INDICATED ON THE DRAWINGS. MANUFACTURERS SHALL BE AS INDICATED ON THE DRAWINGS OR EQUAL. FIXTURES SHALL BE COMPLETE WITH REQUIRED SOCKETS, WIRING, GLASSWARE, REFLECTORS, HANGERS, FITTINGS AND MOUNTING TRIM. FIXTURES SHALL BE CLEANED AND COMPLETELY LAMPED. PROVIDE PROPER TRIM, FRAMES, MOUNTING DEVICES, CONFIGURATION AND ACCESSORIES REQUIRED TO PROPERLY INSTALL FIXTURES IN THE BUILDING CONSTRUCTION.

CATALOG NUMBERS OF FIXTURES SCHEDULED ARE TO ESTABLISH A TYPE OF FIXTURE, NOT TO DETERMINE A METHOD OF MOUNTING. VERIFY CEILING CONSTRUCTION BEFORE ORDERING FIXTURES, AND PROVIDE MOUNTING TRIM SUITABLE FOR THE CEILING FINISH IN WHICH FIXTURE IS INSTALLED. SUPPORT RECESSED DOWNLIGHT FIXTURES INSTALLED IN LAY-IN CEILINGS BY MEANS OF HANGER BARS EXTENDING ACROSS THE MAIN CEILING SUPPORT MEMBERS. SUPPORT ALL CEILING MOUNTED LUMINAIRES THAT MATCH THE SIZE OF THE LAYOUT OF THE CEILING GRID FROM THE BUILDING STRUCTURAL FRAMING MEMBERS OR THE CEILING FRAMING SYSTEM UTILIZING CONDUIT STEMS, FIXTURE STUDS, SUPPORT CLIPS, STEEL RODS OR BAR HANGERS. IF THE CEILING FRAMING SYSTEM IS USED FOR SUPPORT, INSTALL A MINIMUM OF TWO CEILING SUPPORT SYSTEM RODS OR WIRES FOR EACH LUMINAIRE (ON DIAGONALLY OPPOSITE CORNERS OF THE FIXTURE). LOCATE NOT MORE THAN 6 INCHES FROM FIXTURE CORNERS. INSTALL RECESSED LAY-IN TYPE FIXTURES SO THAT THE LENS HOUSING MAY BE EASILY OPENED AND SO THAT THE FIXTURES MAY BE REMOVED AND RELOCATED WITHOUT FORCING THE FIXTURES. COORDINATE LIGHTING LAYOUT WITH CEILING LAYOUT AND FINISH BEFORE CEILING GRID IS INSTALLED. LENS TYPE RECESSED 1X4, 2X2 AND 2X4 FIXTURES SHALL HAVE A MINIMUM 0.125" THICK ACRYLIC LENS WITH 7.8 OZ./SQ. FT. MINIMUM WEIGHT.

ADDITIONAL REQUIREMENTS FOR LED LUMINAIRES:A. COLOR TEMPERATURE SHALL BE 4000K WITH MINIMUM CRI OF 80, UNLESS INDICATED OTHERWISE.B. LED’S SHALL BE BINNED WITHIN A MAXIMUM THREE-STEP MACADAM ELLIPSE TO ENSURE COLOR

CONSISTENCY AMONGST LUMINAIRES OF THE SAME TYPE.C. MERCURY-FREE, LEAD-FREE, ROHS COMPLIANT.D. COMPLIANT WITH FCC 47 CFR PART 15 NON-CONSUMER RFI/EMI STANDARDS.E. LIGHT OUTPUT SHALL BE MEASURED USING THE ABSOLUTE PHOTOMETRY METHOD FOLLOWING IES

LM-79 AND LM-80 REQUIREMENTS AND GUIDELINES.F. LUMINAIRES SHALL MAINTAIN AT LEAST 70% LUMEN OUTPUT (L70) FOR A MINIMUM OF 50,000 HOURS.G. LUMEN OUTPUT SHALL NOT DEPRECIATE MORE THAN 20% AFTER 20,000 HOURS OF USE.H. THERMALLY DESIGNED TO NOT EXCEED THE MAXIMUM JUNCTION TEMPERATURE OF THE LED FOR THE

AMBIENT TEMPERATURE OF THE LOCATION IN WHICH THE LUMINAIRE IS TO BE INSTALLED. RATED CASE TEMPERATURE SHALL BE SUITABLE FOR OPERATION IN THE AMBIENT TEMPERATURES TYPICALLY FOUND IN THE INTENDED INSTALLATION. EXTERIOR LUMINAIRES SHALL BE CAPABLE OF OPERATING IN AMBIENT TEMPERATURES OF -20 DEG. F TO 122 DEG F (-29 DEG. C TO 50 DEG. C).

I. LUMINAIRES SHALL OPERATE NORMALLY FOR INPUT VOLTAGE FLUCTUATIONS OF PLUS OR MINUS 10%.J. MAXIMUM TOTAL HARMONIC DISTORTION (THD) OF 10% AT FULL INPUT POWER AND ACROSS SPECIFIED

VOLTAGE RANGE.K. ALL CONNECTIONS TO LUMINAIRES SHALL BE REVERSE-POLARITY PROTECTED AND PROVIDE HIGH

VOLTAGE PROTECTION IN THE EVENT THAT CONNECTIONS ARE REVERSED OR SHORTED DURING INSTALLATION.

L. THE FAILURE OF ONE INDIVIDUAL LED SHALL NOT AFFECT THE OPERATION OF THE REMAINING LED’S IN THE LUMINAIRE.

ALL DRIVERS SHALL COMPLY WITH NEMA 410 FOR INRUSH CURRENT.

REQUIREMENTS FOR LED DRIVERS:A. UNLESS SPECIFICALLY INDICATED OTHERWISE, SHALL BE OF THE 0-10V DIMMING TYPE DOWN TO 10%

LIGHT LEVEL. THE PERFORMANCE CURVES FOR THE 0-10V CONTROL AND THE 0-10V DRIVERS SHALL NOT BOTH BE LOGARITHMIC. DIMMING SHALL OCCUR DOWN TO THE MINIMUM LEVEL WITH NO VISIBLE FLICKER OR “POPCORN EFFECT”. “POPCORN EFFECT” IS WHEN THE LUMINAIRE IS ON A PRESET DIMMED LEVEL, AND THE LED’S GO TO 100% PRIOR TO RETURNING TO THE PRESET LEVEL WHEN POWER IS RETURNED TO THE FIXTURE.

B. SHALL HAVE RATED LIFE OF MINIMUM 50,000 HOURS.C. SHALL HAVE MINIMUM POWER FACTOR OF 0.9 AND MAXIMUM CREST FACTOR OF 1.5 AT FULL INPUT

POWER AND ACROSS SPECIFIED VOLTAGE RANGE.D. SHALL OPERATE NORMALLY FOR INPUT VOLTAGE FLUCTUATIONS OF PLUS OR MINUS 10%.E. SHALL HAVE MAXIMUM TOTAL HARMONIC DISTORTION (THD) OF 10% AT FULL INPUT POWER AND ACROSS

SPECIFIED VOLTAGE RANGE.F. SHALL HAVE POLARIZED QUICK-DISCONNECTS FOR WIRING CONNECTIONS FOR FIELD MAINTENANCE.G. SHALL HAVE BUILT-IN FUSE PROTECTION, WITH ALL POWER SUPPLY OUTPUTS EITHER FUSE PROTECTED

OR POLYMERIC POSITIVE TEMPERATURE COEFFICIENT (PTC)-PROTECTED PER CLASS 2 UL LISTING.H. SHALL DEMONSTRATE NO VISIBLE CHANGE IN LIGHT OUTPUT WITH A VARIATION OF PLUS OR MINUS 10%

CHANGE IN LINE-VOLTAGE INPUT.I. ALL DIMMABLE LED DRIVERS OF THE SAME MANUFACTURER FAMILY/SERIES SHALL TRACK EVENLY

ACROSS MULTIPLE LIGHT FIXTURES AT ALL LIGHT LEVELS.

1). EXAMPLE: SAY LIGHT FIXTURE TYPE A IS A 2’X4’ LIGHT FIXTURE WITH A DIMMABLE DRIVER THAT IS USED THROUGHOUT AN OFFICE BUILDING IN MULTIPLE ROOMS. THE TYPE A LIGHT FIXTURE SHALL BE PROVIDED FROM THE APPROVED MANUFACTURER WITH THE EXACT SAME DIMMABLE LED DRIVER IN ALL THE TYPE A LIGHT FIXTURES SHIPPED/INSTALLED IN THE BUILDING. THESE DRIVERS SHALL ALL BE ALIKE, SO THE LOW END AND HIGH END OF THE DIMMING RANGES ARE ALL IDENTICAL. THESE DRIVERS SHALL ALL BE ALIKE, SO THE DIMMING CURVES DIM AT THE SAME LEVELS THROUGH THE DIMMING RANGE. WHERE ANY DIMMABLE DRIVERS ARE PROVIDED/SHIPPED FROM THE MANUFACTURER THAT DO NOT MEET THIS REQUIREMENT THEN THE MANUFACTURER SHALL REPLACE THE DIMMABLE DRIVERS (MATERIAL AND LABOR) AT NO COST TO THE OWNER.

0-10V DIMMING DRIVERS SHALL COMPLY WITH IEC 60929. FOR 0-10V DIMMING CONTROLS, THE PERFORMANCE CURVES FOR THE 0-10V CONTROL AND THE 0-10V DRIVERS SHALL NOT BOTH BE LOGARITHMIC. ALL DRIVERS SHALL HAVE TOTAL HARMONIC DISTORTION OF LESS THAN 10% AT FULL OUTPUT.

13. EMERGENCY LAMP POWER SUPPLY (SHOP DRAWINGS REQUIRED): EMERGENCY LIGHTING SHALL BE PROVIDED BY USING A STANDARD LUMINAIRE EQUIPPED WITH A UL LISTED, SELF-CONTAINED, MODULAR, BATTERY INVERTER UNIT COMPLYING WITH UL 924. THE UNIT SHALL BE MOUNTED WITHIN THE LIGHTING FIXTURE BODY OR LISTED FOR INSTALLATION ON TOP OF OR REMOTE FROM THE FIXTURE. THE BATTERY INVERTER UNIT SHALL CONSIST OF A HIGH-TEMPERATURE, MAINTENANCE-FREE, NICKEL CADMIUM BATTERY, CHARGER AND ELECTRONIC CIRCUITRY. THE DRIVER OPERATION SHALL BE DELAYED FOR APPROXIMATELY 3 SECONDS BY THE CIRCUITRY TO PREVENT FALSE TRIPPING OF DRIVER. A SOLID-STATE CHARGING LED INDICATOR LIGHT TO MONITOR THE CHARGER AND BATTERY AND A SINGLE-POLE TEST SWITCH SHALL BE PROVIDED AND MOUNTED SUCH THAT THE LIGHT AND SWITCH ARE VISIBLE AND ACCESSIBLE WITHIN THE FIXTURE WITHOUT ENTERING THE CEILING SPACE. UNITS SHALL BE BY PHILIPS BODINE, LITHONIA, IOTA OR APPROVED EQUAL.

EMERGENCY LED DRIVERS SHALL HAVE LUMEN OUTPUTS AS INDICATED IN THE LIGHTING FIXTURE SCHEDULE.

14. SURFACE METAL RACEWAYS (SHOP DRAWINGS REQUIRED): PROVIDE SURFACE METAL RACEWAYS WHERE SPECIFICALLY INDICATED ON THE DRAWINGS OR WHERE REQUIRED BY GENERAL NOTES. ALL RACEWAYS SHALL BE TYPE SR1 OR SR2 AS SPECIFIED. TYPE SR1 RACEWAY: ONE-PIECE TYPE WITH SINGLE COMPARTMENT, LENGTHS AS NECESSARY; PROVIDE NOMINAL 3/4" WIDE, DEPTH AS REQUIRED, WITH SNAP ON COVER. TYPE SR2 RACEWAY: TWO-PIECE TYPE WITH SINGLE COMPARTMENT, LENGTH AS NECESSARY; PROVIDE NOMINAL 1-1/4” X 7/8” WITH FLUSH, SNAP ON COVER. MAKE CHANGES IN DIRECTION OF RACEWAY RUNS WITH PROPER FITTINGS SUPPLIED BY THE RACEWAY MANUFACTURER. FIELD BENDS OF RACEWAY SECTIONS WILL NOT BE PERMITTED. PROPERLY SUPPORT AND ANCHOR RACEWAYS FOR THE ENTIRE LENGTH BY STRUCTURAL MATERIALS. RACEWAYS SHALL NOT SPAN ANY SPACE UNSUPPORTED. USE BOXES SUPPLIED BY THE RACEWAY MANUFACTURER WHEREVER JUNCTION, PULL OR DEVICE BOXES ARE REQUIRED. STANDARD ELECTRICAL ‘HANDY’ BOXES, ETC. SHALL NOT BE PERMITTED FOR USE WITH SURFACE RACEWAY INSTALLATIONS. TYPE SR1 SURFACE RACEWAY SHALL BE USED FOR ALL LINE VOLTAGE WIRING. TYPE SR2 RACEWAY SHALL BE USED FOR ALL DATA AND AUDIO-VISUAL WIRING.

15. EXISTING FIRE ALARM SYSTEM (SHOP DRAWINGS REQUIRED): PROVIDE FIRE ALARM DEVICES AS AN EXTENSION OF THE EXISTING SPEAKER/STROBE SIMPLEX FIRE ALARM SYSTEM. NEW DEVICES SHALL BE ADDRESSABLE. ADDITIONAL MODULES SHALL BE PROVIDED AS NECESSARY TO ACHIEVE A FULLY ADDRESSABLE AND COMPLETE EXTENSION OF THE EXISTING FIRE ALARM SYSTEM. ALL NEW DEVICES SHALL BE BY THE SAME MANUFACTURER AND SHALL MATCH THE EXISTING FIRE ALARM SYSTEM DEVICES. PROVIDE FIRE ALARM INDICATING APPLIANCES WITH CANDELA RATING MATCHING THE NUMBERS SHOWN ON THE DRAWINGS. PROVIDE A FULL CONDUIT (EMT) SYSTEM DEDICATED FOR FIRE ALARM WIRING. ALL NEW FIRE ALARM WIRING SHALL MATCH EXISTING. PROVIDE ALL COMPONENTS, RELAYS, POWER MODULES, EXTENDER PANELS, ETC. NECESSARY FOR A COMPLETE AND OPERABLE EXTENSION OF THE EXISTING SYSTEM. COORDINATE THE LOCATIONS OF ALL REQUIRED EXTENDER PANELS AND/OR MODULES WITH THE A/E PRIOR TO INSTALLATION. REPROGRAM THE FIRE ALARM CONTROL PANEL AS REQUIRED AFTER INSTALLATION OF THE NEW DEVICES HAS BEEN COMPLETED. PROVIDE ALL TESTING REQUIRED BY THE AUTHORITY HAVING JURISDICTION.

1. LOAD SIDE CONDUCTOR AND CONDUIT SIZES FROM DISCONNECT SWITCHES, STARTERS AND VFD'S TO EQUIPMENT SHALL BE THE SAME AS LINE SIDE CONDUCTORS AND CONDUIT.

2. CAREFULLY COORDINATE ALL ELECTRICAL EQUIPMENT LOCATIONS WITH DUCTWORK, PIPING AND MECHANICAL EQUIPMENT. MAINTAIN ALL CLEARANCES AND SPACES REQUIRED BY THE NEC.

3. WHERE MULTIPLE CIRCUITS ARE COMBINED IN A SINGLE CONDUIT, DERATE CONDUCTORS PER THE NEC.

4. SEE ON-DRAWING SPECIFICATIONS FOR REQUIREMENTS REGARDING OVERSIZING CONDUCTORS FOR 1-POLE 15- AND 20-AMP CIRCUITS TO REDUCE VOLTAGE DROP - THESE OVERSIZING REQUIREMENTS TAKE PRECEDENCE OVER THE WIRE AND CONDUIT SIZES SHOWN IN THE PANEL SCHEDULES. OVERSIZED CONDUCTORS FOR VOLTAGE DROP ON OTHER CIRCUITS ARE INDICATED IN THE PANEL SCHEDULES.

5. UNLESS INDICATED OTHERWISE, ALL EXIT SIGNS AND THE VOLTAGE SENSING TERMINALS OF ALL EMERGENCY BATTERY PACKS SHALL BE CONNECTED AHEAD OF ALL SWITCHES, RELAYS, SENSORS AND POWER PACKS WITH 2 #12 AND 1 #12 GROUND IN 3/4" CONDUIT.

6. ALL EMERGENCY LIGHTING FIXTURES SHALL BE MARKED SO AS TO BE IDENTIFIED BY VISUAL INSPECTION FOR TESTING PURPOSES. IDENTIFICATION SHALL BE BY ONE 1/2" RED SELF-STICK DOT ON THE VERTICAL PORTION OF LOUVER OR ON THE TOP OF THE LENS.

7. EXACT LOCATION AND ORIENTATION OF OCCUPANCY AND VACANCY SENSORS SHALL BE AS RECOMMENDED BY MANUFACTURER TO OBTAIN COMPLETE COVERAGE. IF THE CONTRACTOR USES A SENSOR THAT HAS A COVERAGE PATTERN DIFFERENT FROM THAT WHICH IS SPECIFIED, AND AS A RESULT ADDITIONAL SENSORS ARE REQUIRED TO COMPLETELY COVER A SPACE, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SENSORS AS REQUIRED (CONNECTED IN PARALLEL WITH EACH OTHER) AT NO ADDITIONAL COST TO THE OWNER. ALL OCCUPANCY SENSOR TIME DELAYS SHALL BE SET TO NO MORE THAN 30 MINUTES. THE EXACT LOCATION SHALL ALSO BE COORDINATED WITH THE APPROVED MANUFACTURER CUTSHEETS FOR THE SENSORS AND ALL HVAC SUPPLY AND RETURN DIFFUSERS SO THAT THE SENSORS ARE LOCATED AT THE MANUFACTURER'S RECOMMENDED DISTANCES AWAY FROM THE DIFFUSERS; THIS WILL ELIMINATE FALSE READINGS ON THE SENSOR DUE TO AIR MOVEMENT FROM THE HVAC DIFFUSERS.

8. UNLESS INDICATED OTHERWISE, SWITCHES AND OCCUPANCY OR VACANCY SENSORS IN A ROOM/SPACE SHALL CONTROL ALL LIGHTING FIXTURES IN THAT ROOM/SPACE.

9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL PANELBOARD FEEDER ENTRANCE LOCATIONS (TOP, BOTTOM, SIDE).

10. ALL SMOKE AND HEAT DETECTORS SHALL BE INSTALLED AT MINIMUM OF 3 FEET FROM ANY HVAC SUPPLY OR RETURN DIFFUSER. THAT IS, 3 FEET FROM EDGE OF DIFFUSER TO EDGE OF DETECTOR. NOTE THAT DIFFUSER OR DETECTORS COULD BE INSTALLED ON WALLS OR CEILINGS AND THIS 3 FEET REQUIREMENT IS FOR ANY LOCATION OR EITHER DEVICE. EXAMPLE: DIFFUSER ON WALL AND DETECTOR ON CEILING, THEY STILL NEED TO BE A MINIMUM OF 3 FEET APART.

11. ALL FIRE ALARM PULL STATIONS SHALL BE MOUNTED A MAXIMUM OF 4 FEET TO THE TOP OF THE PULL STATION ABOVE FINISHED FLOOR. ALSO NOTE THAT THE FIRE ALARM PULL STATION SHALL BE NO GREATER THAN 5 FEET FROM LATCH OR HINGE SIDE OF THE EXIT DOOR.

12. PROVIDE ALL ADDITIONAL 120-VOLT POWER NEEDED FOR THE FIRE ALARM SYSTEM. PROVIDE CIRCUIT BREAKER LOCKS AND CLEARLY INDICATE IN THE DIRECTORY THAT THEY ARE FIRE ALARM CIRCUITS. PROVIDE RED BREAKER, RED BREAKER LOCK OR RED DOT ON DEAD FRONT COVER BESIDE BREAKER. ADDITIONAL POWER SUPPLY QUANTITIES SHALL BE DETERMINED BY THE FIRE ALARM SUPPLIER AND INCLUDED IN BID. ALL ADDITIONAL POWER SUPPLIES SHALL BE LOCATED IN UTILITY-TYPE SPACES (MECH/ELEC/COMM ROOMS, HOUSEKEEPING CLOSETS, TRASH ROOMS, ETC.).

13. CAREFULLY COORDINATE LOCATIONS OF ALL LIGHTING FIXTURES, LIGHTING CONTROL SENSORS, CEILING SPEAKERS, SMOKE AND HEAT DETECTORS, FIRE ALARM NOTIFICATION APPLIANCES AND OTHER ELECTRICAL CEILING DEVICES WITH SPRINKLER HEADS AND HVAC CEILING DEVICES. COORDINATE SURFACE MOUNTED LIGHTING FIXTURES ON LOW CEILINGS SUCH THAT FIXTURES WILL NOT INTERFERE WITH DOOR SWINGS. ALSO COORDINATE SURFACE MOUNTED LIGHT FIXTURES, LIGHTING CONTROL SENSORS, CEILING SPEAKERS, SMOKE AND HEAT DETECTORS, FIRE ALARM NOTIFICATION APPLIANCES AND OTHER ELECTRICAL CEILING DEVICES WITH SPRINKLER HEADS SO THAT THEY DO NOT INTERFERE (BLOCK) THE WATER FLOW FROM THE SPRINKLER HEAD AND REDUCE COVERAGE AREA.

14. WHERE NEW DEVICES (RECEPTACLES, SWITCHES, TELECOMMUNICATIONS OR FIRE ALARM) ARE SHOWN ON EXISTING WALLS AND CEILINGS AND THERE ARE NO EXISTING CONCEALED OUTLET BOXES OR CONDUITS TO REUSE, USE SURFACE RACEWAY (SINGLE-CHANNEL EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE), EXCEPT EXPOSED CONDUIT AND BOXES MAY BE USED IN UNFINISHED AREAS (MECHANICAL/ELECTRICAL/IT ROOMS, STORAGE AND HOUSEKEEPING CLOSETS, ETC.). ALL SURFACE RACEWAY LOCATIONS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION.

15. WHERE RE-USE OF EXISTING CONDUIT, WIRING AND/OR OUTLET BOXES IS INDICATED, ALSO PROVIDE NEW MATERIALS IF NECESSARY. IF NEW EXPOSED MATERIALS ARE NEEDED, USE SURFACE RACEWAY (SINGLE-CHANNEL EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE), EXCEPT EXPOSED CONDUIT AND BOXES MAY BE USED IN UNFINISHED AREAS (MECHANICAL/ELECTRICAL/IT ROOMS, STORAGE AND HOUSEKEEPING CLOSETS, ETC.). ALL SURFACE RACEWAY LOCATIONS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION.

16. PROVIDE SHALLOW BOXES FOR NEW DEVICES IN FURRED WALLS. COORDINATE DEPTH WITH ARCHITECTURAL.

17. WHERE OUTLETS ARE SHOWN ABOVE A COUNTER OR SIMILAR SURFACE WITH A SPECIFIC MOUNTING HEIGHT, COORDINATE MOUNTING HEIGHT WITH BOTH THE SURFACE BELOW AND WITH ANY WALL MOUNTED ARCHITECTURAL ITEMS ABOVE BEFORE ROUGH-IN.

18. FOR WALL DEVICES MOUNTED ABOVE ARCHITECTURAL ITEMS, COORDINATE MOUNTING HEIGHTS OF WALL DEVICES SUCH THAT THEY DO NOT INTERFERE WITH ARCHITECTURAL ITEMS.

19. WHERE SURFACE RACEWAY IS USED, COORDINATE WITH WALL MOUNTED ARCHITECTURAL ITEMS IN ORDER TO AVOID INTERFERENCE WITH RACEWAY. ALL SURFACE RACEWAY LOCATIONS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION.

20. FOR ALL EXISTING OUTLET BOXES THAT ARE NOT BEING REUSED, PROVIDE BLANK COVER PLATE TO MATCH NEW WALL PLATES IN THAT AREA.

21. SEE ARCHITECTURAL DRAWINGS FOR RATED WALL, FLOOR AND CEILING CONSTRUCTION, AND PROVIDE NECESSARY RATED DEVICES AND FIRE SEALANT FOR PENETRATIONS. WHERE NEW DEVICES ARE SHOWN RECESSED IN RATED PARTITIONS, CAREFULLY COORDINATE LOCATIONS AND OFFSETS.

22. WHEN NOT PROVIDED WITH THE EQUIPMENT, PROVIDE CORD AND PLUG TO MATE AND MATCH WITH RECEPTACLE PROVIDED FOR ALL FOOD SERVICE EQUIPMENT.

23. "HOMERUN" CONDUITS SHALL BE RUN DOWN CORRIDORS FROM THE RESPECTIVE ELECTRICAL ROOM (NOT THROUGH CLASSROOMS OR OFFICES OR OTHER SIMILAR SPACES).

24. MODIFY EXISTING PANEL SCHEDULES TO ACCURATELY REFLECT ALL CHANGES MADE AS PART OF THIS CONTRACT. ALL NEW BREAKERS IN EXISTING PANELS SHALL MATCH EXISTING AIC. PROVIDE NEW "TYPED" AS-BUILT PANEL SCHEDULES, HANDWRITTEN PANEL SCHEDULES WILL NOT BE ACCEPTED.

25. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING BID IN ORDER TO VERIFY ALL EXISTING CONDITIONS, TO DETERMINE THE FULL EXTENT OF DEMOLITION WORK REQUIRED, AND TO DETERMINE THE FULL EXTENT OF RELOCATION AND MODIFICATION WORK REQUIRED FOR ELECTRICAL WORK (DUE TO OTHER DISCIPLINES INTERFERING OR ANY OTHER REASON). EXISTING SPACE IS TIGHT IN MANY AREAS (PARTICULARLY ABOVE CEILINGS), AND THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO COORDINATE ALL ELECTRICAL WORK WITH BOTH NEW AND EXISTING PIPING, DUCTWORK, CONDUIT, ETC. NO CHANGE ORDERS WILL BE APPROVED FOR ADDITIONAL WORK DUE TO THE CONTRACTOR NEGLECTING TO VISIT THE SITE AND GATHER ALL NECESSARY INFORMATION.

26. THE CONTRACTOR SHALL PROVIDE COVERPLATES ON ALL EXISTING JUNCTION BOXES ABOVE THE ACCESSIBLE CEILING SPACES AND ANY WALL MOUNTED BOXES IN THE AREA OF RENOVATIONS WHERE EXISTING COVERPLATES ARE MISSING. THE CONTRACTOR SHALL ALSO PROVIDE ADDITIONAL SUPPORTS FOR EXISTING CONDUIT AND JUNCTION BOXES IN THE AREA OF RENOVATIONS THAT CURRENTLY DO NOT MEET CODE REQUIREMENTS.

27. WHERE EXISTING CIRCUITS ARE SPECIFIED TO BE REUSED FOR THE AREA OF RENOVATIONS AND THE CONTRACTOR DISCOVERS IN THE FIELD THAT THE CIRCUITS DO NOT MEET CODE, OR THEY HAVE SHARED NEUTRALS, OR THEY ARE MISSING A GROUND CONDUCTOR THE CONTRACTOR SHALL PROVIDE NEW CONDUIT AND WIRING FROM THE PANEL TO THE EXISTING AND NEW ELECTRICAL EQUIPMENT. ALL NEW CIRCUITS SHALL MEET SPECIFICATIONS FOR VOLTAGE DROP FOR SINGLE-PHASE WIRING.

28. WHERE EXISTING CEILING MOUNTED LIGHT FIXTURES IN THE RENOVATION AREA ARE TO REMAIN OR BE REMOVED AND REINSTALLED IN AN ACCESSIBLE CEILING GRID AND THEY ARE NOT PROVIDED WITH SEPARATE STRUCTURAL SUPPORT FROM THE BUILDING STRUCTURAL FRAMING MEMBERS ABOVE, THE CONTRACTOR SHALL PROVIDE LIGHT FIXTURE SUPPORTS FOR THESE EXISTING LIGHT FIXTURES THAT MEET THE SPECIFICATIONS.

29. INSTALL BUSHINGS ON THE ENDS OF ALL EMPTY CONDUITS.

GENERAL NOTES:

1. SCOPE: THE SCOPE OF ELECTRICAL DEMOLITION IS DEFINED IN THE FOLLOWING NOTES AND IN LIMITED FASHION ON THE DRAWINGS; THE DRAWINGS ARE ONLY INTENDED TO BE A PARTIAL REPRESENTATION OF THE ACTUAL DEMOLITION WORK REQUIRED. THESE NOTES ONLY APPLY TO THE AREAS OF RENOVATION. IN GENERAL, THE DEMOLITION SCOPE IS THE REMOVAL OF ALL EXISTING ELECTRICAL SYSTEMS IN THE AREAS OF RENOVATION, EXCEPT AS NOTED OTHERWISE IN THESE NOTES AND ON THE DRAWINGS.

2. RECEPTACLES AND SWITCHES: EXCEPT WHERE INDICATED OTHERWISE, EXISTING RECEPTACLES AND SWITCHES AND CIRCUITS SHALL BE REMOVED. WHERE FLUSH MOUNTED RECEPTACLES AND SWITCHES TO BE REMOVED (NOT REPLACED IN PLACE) OCCUR IN EXISTING WALLS TO REMAIN, REMOVE DEVICE AND COVER PLATE, REMOVE WIRES, AND PROVIDE BLANK COVER PLATE. COVER PLATE SHALL MATCH COVER PLATES FOR NEW WORK. WHERE SURFACE MOUNTED SWITCHES AND RECEPTACLES TO BE REMOVED OCCUR ON EXISTING WALLS TO REMAIN, ALSO REMOVE ASSOCIATED EXPOSED BOXES, CONDUIT AND SURFACE RACEWAY. FOR FLOOR OUTLETS, REMOVE DEVICE AND CUT WIRES, FILL WITH GROUT AND FINISH TO MATCH FLOOR SURFACE.

3. COMMUNICATION OUTLETS: EXISTING COMMUNICATION OUTLETS SHALL BE REMOVED, EXCEPT WHERE INDICATED OTHERWISE. WHERE SURFACE MOUNTED BOXES INDICATED TO BE REMOVED OCCUR ON EXISTING WALLS TO REMAIN, ALSO REMOVE ASSOCIATED EXPOSED BOXES, CONDUIT AND SURFACE RACEWAY. REMOVE ALL EXISTING LOW-VOLTAGE WIRING, EXCEPT WHERE INDICATED OTHERWISE. THE OWNER WILL REMOVE ALL WIRELESS ACCESS POINTS.

4. MECHANICAL EQUIPMENT: DISCONNECT EXISTING MECHANICAL EQUIPMENT THAT IS BEING REMOVED, AND REMOVE ALL ASSOCIATED STARTERS, DISCONNECTS, ETC. ABANDON CONDUITS AND CONDUCTORS CONCEALED IN EXISTING WALLS TO REMAIN. WHERE CONDUIT COMES UP FROM FLOOR, CUT CONDUIT FLUSH WITH FLOOR, FILL IT WITH GROUT, AND FINISH TO MATCH FLOOR SURFACE. REMOVE CONDUITS AND CONDUCTORS EXPOSED, CONCEALED ABOVE CEILING, AND EXTERIOR EXPOSED. CONDUIT AND CONDUCTORS TO REMOVED MECHANICAL EQUIPMENT SHALL BE REUSED ONLY WHERE SPECIFICALLY INDICATED. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION. UNLESS SPECIFICALLY INDICATED OTHERWISE, EXISTING WIRING TO EXISTING-TO-REMAIN EQUIPMENT SHALL REMAIN.

5. ELECTRICAL SERVICE: THE EXISTING ELECTRICAL SERVICE SHALL BE RE-USED, BUT SOME DOWNTIME WILL LIKELY STILL BE REQUIRED. ALL ELECTRICAL SERVICE DOWNTIME REQUIRED SHALL BE COORDINATED WITH OWNER AND SHALL BE AT THE OWNER'S CONVENIENCE. DOWNTIME SHALL BE KEPT TO THE MINIMUM. ALL EXTENDED DOWNTIME REQUIRED SHALL BE COORDINATED WITH OWNER AND SHALL BE OUTSIDE OF NORMAL HOURS.

6. PANELBOARDS: WHERE EXISTING PANELBOARDS ARE TO REMAIN UPDATE THE CIRCUIT DIRECTORIES TO REFLECT ALL AS-BUILT/EXISTING CIRCUIT CHANGES. ALL REVISED CIRCUIT DIRECTORIES SHALL BE "TYPED", NOT HANDWRITTEN. CIRCUIT CHANGES INCLUDE, BUT ARE NOT LIMITED TO, MOVING EXISTING LOADS IN EXISTING PANELS, REMOVING EXISTING LOADS FROM EXISTING PANELS, ADDING NEW LOADS TO EXISTING PANELS, CHANGING BREAKERS IN EXISTING PANELS, ETC. EXISTING CIRCUITS NO LONGER BEING USED AFTER DEMOLITION WORK SHALL BE MADE "SPARES" AND SHALL BE PLACED IN THE "OFF" POSITION. PROVIDE BLANK PLATES FOR ALL EXISTING CIRCUIT BREAKERS BEING REMOVED.

7. CONDUIT: WHERE EXISTING CONDUIT IS EXPOSED DUE TO DEMOLITION OF EXISTING WALLS, CONDUIT SHALL BE REMOVED AND RELOCATED TO A NEW WALL IF THE EXISTING CONDUIT IS REQUIRED TO MAINTAIN SERVICE TO EXISTING LOADS TO REMAIN. ALSO PROVIDE ALL NEW MATERIALS REQUIRED TO RELOCATE EXISTING CONDUIT. WHERE EXISTING CONDUIT IS NO LONGER FEEDING ANY EXISTING LOADS THEN DEMOLISH THE EXISTING CONDUIT THAT WAS EXPOSED DUE TO THE DEMOLITION OF THE EXISTING WALLS. WHERE CONDUIT RISES FROM FLOOR TO FEED REMOVED ITEMS, CUT CONDUIT FLUSH WITH FLOOR AND FILL IT WITH GROUT. FINISH TO MATCH FLOOR SURFACE. ALL ACCESSIBLE UNUSED CONDUIT SHALL BE REMOVED; ALL INACCESSIBLE UNUSED CONDUIT SHALL BE ABANDONED. ALL CONDUIT TO NEW DEVICES AND EQUIPMENT SHALL BE NEW, UNLESS NOTED OTHERWISE.

8. WIRING: ALL WIRING TO DEMOLISHED DEVICES AND EQUIPMENT SHALL BE REMOVED, UNLESS NOTED OTHERWISE. ALL EXISTING WIRING TO EXISTING-TO-REMAIN DEVICES AND EQUIPMENT SHALL REMAIN, UNLESS NOTED OTHERWISE. ALL ACCESSIBLE UNUSED WIRING SHALL BE REMOVED; ALL INACCESSIBLE UNUSED WIRING SHALL BE ABANDONED. ALL WIRING TO NEW DEVICES AND EQUIPMENT SHALL BE NEW, UNLESS NOTED OTHERWISE.

9. MAINTAIN CIRCUIT CONTINUITY AS NECESSARY IN ALL DEMOLITION WORK.

10. THE CONTRACTOR SHALL INFORM THE OWNER'S REPRESENTATIVE OF ELECTRICAL EQUIPMENT REMOVED FROM THE BUILDING. IF THE OWNER DESIRES TO RETAIN EQUIPMENT, HE WILL REMOVE IT FROM THE SITE. ALL EQUIPMENT NOT RETAINED BY THE OWNER SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. DISPOSAL OF ALL EQUIPMENT CONTAINING HAZARDOUS MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND THE COST OF DISPOSAL SHALL BE INCLUDED.

11. INFORMATION ON DEMOLITION DRAWINGS DOES NOT INDICATE ALL EXISTING EQUIPMENT AND DEVICES. REFER TO ARCHITECTURAL AND MECHANICAL DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.

12. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING BID AND SHALL VERIFY ALL DEMOLITION REQUIRED. ADDITIONAL COMPENSATION WILL NOT BE ALLOWED FOR DEMOLITION DUE TO CONTRACTOR NOT VISITING SITE AND DETERMINING FULL SCOPE OF DEMOLITION REQUIRED.

13. SEE THE DEMOLITION FLOOR PLANS FOR ADDITIONAL DEMOLITION REQUIREMENTS. ON THE DEMOLITION FLOOR PLANS, ALL DASHED ITEMS SHALL BE REMOVED AND ALL SOLID ITEMS SHALL REMAIN, UNLESS NOTED OTHERWISE. NEW WORK FLOOR PLANS MAY CONTAIN ADDITIONAL DEMOLITION INFORMATION IN SOME LOCATIONS.

GENERAL DEMOLITION NOTES:



L P A



Ph: (540) 342-1816

Fax: (540) 344-3410

Comm. No.: 21101.17

co

lley

arc

hitects

pc

desig

ncom

munity

environm

ent


DATE

SCALE

DRAWN

JOB

SHEET

AS NOTED

WORK ORDER


BLA

CK

SB

UR

G . V

IRG

INIA


E0.2

ELE

CT

RIC

AL S

PE

CIF

ICA

TIO

NS

AN

D G

EN

ER

AL N

OT

ES

07 . 08 . 2021

21-483458

2102

MDW

JO

HN

ST

ON

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RK

ET

RE

NO

VA

TIO

NS

, A

DD

'NS

, N

EW

CO

NS

TR

., E

TC

.

REVISIONS DATE

J J

J

J

C

S

SS

S

S F 30

S S

S

F HC

J

SS

J

J

D

C

B

A

9 10 11 12 13 14 15 16

EXISTING EMERGENCY BUG EYE LIGHT FIXTURE

EM EM

EM EM

EM

EM

EM

EM

EM

EM

EXISTING CEILING FAN

EM

EM EM

EM EM

EM

EM


EM

EM

EXISTING CEILING FAN

EM

EM

EM


EM

EM

EM

EM

EM

EM

EM


EM

EM EM

EM


ERC, EML

EM

EM

EM

EMEM EM

EXISTING 250V, 30A NEMA RECEPTACLE

EM

EM

EMEM

EM

EXISTING 250V, 30A NEMA RECEPTACLE

EM

EM

EM

EM

EMEM

EXIST PANEL F (ER)

EXIST PANEL K, SECTION 1 (ER)


EM

EM

EM

EM

EXIST ELEVATOR

EXISTING ELECTRICAL EQUIPMENT (ER)

EM

ER ERER ER

ER

ER

ER

ER

ER

ER

1

2

ER

ER, HANDICAPPED DOOR OPERATOR PADDLE SWITCH

EM

EM

EMEMEMEM

EM

EMER, TV MONITOR

EM

ER

ER, ELECTRONIC KEYED SWITCHES

REMOVE ALL EXISTING LIGHT FIXTURES AND ELECTRICAL DEVICES IN THIS AREA ASSOCIATED WITH THE BEVERAGE STATION BEING DEMOLISHED. REMOVE ALL EXISTING WIRING AND ACCESSIBLE CONDUIT BACK TO PANEL AND MAKE SAFE. LABEL BREAKERS AS SPARE.



L P A



Ph: (540) 342-1816

Fax: (540) 344-3410

Comm. No.: 21101.17

co

lley

arc

hitects

pc

desig

ncom

munity

environm

ent


DATE

SCALE

DRAWN

JOB

SHEET

AS NOTED

WORK ORDER


BLA

CK

SB

UR

G . V

IRG

INIA


E1.0

PA

RT

IAL D

EM

OLIT

ION

FLO

OR

PLA

N -

ELE

CT

RIC

AL

07 . 08 . 2021

21-483458

2102

MDW

JO

HN

ST

ON

MA

RK

ET

RE

NO

VA

TIO

NS

, A

DD

'NS

, N

EW

CO

NS

TR

., E

TC

.

SCALE: 1/4" = 1'-0"

PARTIAL DEMOLITION FLOOR PLAN - ELECTRICALPLAN NOTES:1. THE EXISTING FEEDER TO EXISTING PANEL K, SECTION 1 SHALL REMAIN AS CURRENTLY INSTALLED. ALL OF

THE EXISTING BRANCH CIRCUITS SHALL BE DEMOLISHED BACK TO EXISTING PANEL K, SECTION 1, EXCEPT THE FOLLOWING: CIRCUIT NUMBER 12 POWERING A COOLER FAN, CIRCUIT NUMBERS 13 AND 15 POWERING FREEZER FANS, AND CIRCUIT NUMBER 16 POWERING A COOLER FAN. CONFIRM THESE EXISTING TO REMAIN CIRCUIT NUMBERS FOR THE COOLER FANS AND THE FREEZER FANS WITH THE OWNER. PRIOR TO DEMOLITION OF THE OTHER PANEL BRANCH CIRCUITS, CONFIRM WITH THE OWNER THAT NONE OF THESE CIRCUITS ARE REQUIRED TO REMAIN TO POWER EXISTING TO REMAIN EQUIPMENT OR DEVICES. REFER TO THE REVISED PANEL SCHEDULE FOR EXISTING PANEL K, SECTION 1 ON SHEET E1.3 FOR NEW LOAD INFORMATION.

2. THE EXISTING SUB FEED FROM EXISTING PANEL K, SECTION 1 TO EXISTING PANEL K, SECTION 2 SHALL REMAIN AS CURRENTLY INSTALLED. ALL OF THE EXISTING BRANCH CIRCUITS SHALL BE DEMOLISHED BACK TO EXISTING PANEL K, SECTION 2, EXCEPT THE FOLLOWING: CIRCUIT NUMBERS 15 AND 17 POWERING THE COOLER COMPRESSOR, AND CIRCUIT NUMBERS 16, 18 AND 20 POWERING THE FREEZER COMPRESSOR. CONFIRM THESE EXISTING TO REMAIN CIRCUIT NUMBERS FOR THE COOLER COMPRESSOR AND THE FREEZER COMPRESSOR WITH THE OWNER. PRIOR TO DEMOLITION OF THE OTHER PANEL BRANCH CIRCUITS, CONFIRM WITH THE OWNER THAT NONE OF THESE CIRCUITS ARE REQUIRED TO REMAIN TO POWER EXISTING TO REMAIN EQUIPMENT OR DEVICES. REFER TO THE REVISED PANEL SCHEDULE FOR EXISTING PANEL K, SECTION 2 ON SHEET E1.3 FOR NEW LOAD INFORMATION.

0 8 12 164

1/4" = 1' - 0"N

REVISIONS DATE

J

S F 30

S S

O1

SL2

F30

F30

F30

S

O1

O1

O3

PS

SL2

F

SS

SV1

SL2

D

C

B

A

9 10 11 12 13 14 15 16

KITCHEN

204

ELEVATOR

B12

MARKET

203

STORAGE

203A

TYPB

TYPA

TYPA

1

K2-22

C

ER ERER ER

ER

ER

ER

ER

ER

ER

T1

T1

T1

SURFACE MOUNT TRACK TO UNDERSIDE OF BULKHEAD AT THIS LOCATION

PENDANT MOUNT TRACK FROM STRUCTURE ABOVE WITH THE TOP OF THE TRACK AT 16'-8" AFF

TYPD

TYPD

TYPDT2

T1T1

TYPD TYPD

F F F FD D D D D

b

b

b

a

aa,b

a

c

c c c

c c c

c

d d

d

e e e e

f f f f

g g g gd

h h h h h h

j j j jjj k j j

EMER

ERC, EL

X1

X1

a,b

m

m c,d,e,f,g,n

3

G

G

G

2

WALL MOUNT WITH THE CENTER OF THE DEVICE AT 7'-0" AFF

COORDINATE FINAL LOCATION IN FIELD WITH MANUFACTURER AND ARCHITECT

d,h,j,k,mc,e,f,g,h,j,m,n

A

COORDINATE LOCATION WITH CEILING MOUNTED SPRINKLER HEAD

K2-31

K2-31

K2-31

X1

K2-31

TYPA

C

j,k

CORRIDOR

CR-2

VESTIBULE

B8

FOOD COURT

202

MARKET

203

c,e,f,g,h,j,m,n

ER

ER

A

d

nn

n

4



L P A



Ph: (540) 342-1816

Fax: (540) 344-3410

Comm. No.: 21101.17

co

lley

arc

hitects

pc

desig

ncom

munity

environm

ent


DATE

SCALE

DRAWN

JOB

SHEET

AS NOTED

WORK ORDER


BLA

CK

SB

UR

G . V

IRG

INIA


E1.1

PA

RT

IAL N

EW

WO

RK

FLO

OR

PLA

N -

LIG

HT

ING

&LO

W-V

OLT

AG

E

07 . 08 . 2021

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TR

., E

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.

SCALE: 1/4" = 1'-0"

PARTIAL NEW WORK FLOOR PLAN - LIGHTING & LOW-VOLTAGE

PLAN NOTES:1. PROVIDE AND INSTALL A JUNCTION BOX AT THIS LOCATION, MOUNTED TO THE WALL WITHIN THE ACCESSIBLE

CEILING SPACE ABOVE THE DROP CEILING. THE INDICATED BRANCH CIRCUIT SHALL BE ROUTED TO THIS JUNCTION BOX AND CAPPED FOR FUTURE EXTENSION TO A FUTURE INTERNALLY LIT SIGN ON THE OTHER SIDE OF THE BULKHEAD.

2. PROVIDE AND INSTALL A MYERS 50VA EMERGENCY INVERTER ILLUMINATOR MODEL NUMBER LVU-5-RT (OR EQUAL) WITH REMOTE TEST SWITCH AND ROUTE THE INDICATED CIRCUIT TO THE LIGHT FIXTURE IN LIGHTING CONTROL ZONE 'k' THROUGH THIS EMERGENCY INVERTER AND CONNECT.

3. THIS LIGHT FIXTURE SHALL BE POINTED STRAIGHT DOWN AND NOT ADJUSTED, AS IT SHALL PROVIDE THE CODE-REQUIRED NORMAL AND EMERGENCY EGRESS LIGHTING IN THE SPACE.

4. UPON INITIAL OCCUPANCY, LIGHT FIXTURES IN LIGHTING CONTROL ZONE 'b' SHALL BE PROGRAMMED TO TURN ON TO 100% LIGHT LEVELS AND LIGHT FIXTURES IN LIGHTING CONTROL ZONE 'a' SHALL BE PROGRAMMED TO TURN ON TO 50% LIGHT LEVELS. LIGHT FIXTURES IN LIGHTING CONTROL 'a' CAN THEN BE RAISED/LOWERED VIA THE WALL SWITCH IN THE SPACE. THERE SHALL BE NO WALL SWITCH CONTROL OF LIGHT FIXTURES IN LIGHTING CONTROL ZONE 'b', ONLY AUTOMATIC CONTROL VIA THE OCCUPANCY SENSORS IN THE SPACE. LIGHT FIXTURES IN LIGHTING CONTROL ZONES 'a' AND 'b' SHALL TURN OFF AUTOMATICALLY VIA THE OCCUPANCY SENSORS IN THE SPACE AFTER 15 MINUTES OF INACTIVITY.

0 8 12 164

1/4" = 1' - 0"N

GENERAL NOTES:1. PROVIDE LOAD CONTROLLERS IN QUANTITIES NEEDED TO SERVE THE NUMBER OF ZONES INDICATED. LOAD

CONTROLLERS SHALL BE THE DIMMING TYPE WITH 0-10V WIRING IN ROOMS WHERE SWITCHES ARE THE DIMMING TYPE OR WHERE PHOTOSENSORS ARE PRESENT.

2. DIRECTLY CONNECT THE EXIT SIGNS TO THE INDICATED CIRCUITS AHEAD OF ANY LIGHTING CONTROLS.3. THE TYPE F LIGHT FIXTURE TRACK HEADS IN MARKET 203 SHALL BE POINTED STRAIGHT DOWN AND NOT

ADJUSTED, AS THEY SHALL PROVIDE THE GENERAL LIGHTING OF THE SPACE. THE TYPE D LIGHT FIXTURE TRACK HEADS IN MARKET 203 SHALL BE ADJUSTED AS REQUIRED TO HIGHLIGHT EQUIPMENT IN THE SPACE. COORDINATE WITH VIRGINIA TECH FOR AIMING THE TYPE D LIGHT FIXTURE TRACK HEADS.

4. REFER TO LIGHTING FIXTURE SCHEDULE AND ASSOCIATED GENERAL NOTES ON SHEET E1.4.5. REFER TO WIRELESS LIGHTING SENSOR AND SWITCH SCHEDULE AND ASSOCIATED GENERAL NOTES ON SHEET

E1.4.

LIGHTING CIRCUITS:LIGHTING CONTROL ZONE 'a': EXIST PANEL K, SECTION 2, CIRCUIT 31LIGHTING CONTROL ZONE 'b': EXIST PANEL K, SECTION 2, CIRCUIT 31LIGHTING CONTROL ZONE 'c': EXIST PANEL K, SECTION 2, CIRCUIT 31LIGHTING CONTROL ZONE 'd': EXIST PANEL K, SECTION 2, CIRCUIT 31LIGHTING CONTROL ZONE 'e': EXIST PANEL K, SECTION 2, CIRCUIT 33LIGHTING CONTROL ZONE 'f': EXIST PANEL K, SECTION 2, CIRCUIT 35LIGHTING CONTROL ZONE 'g': EXIST PANEL K, SECTION 2, CIRCUIT 37LIGHTING CONTROL ZONE 'h': EXIST PANEL K, SECTION 2, CIRCUIT 39LIGHTING CONTROL ZONE 'j': EXIST PANEL K, SECTION 2, CIRCUIT 41LIGHTING CONTROL ZONE 'k': EXIST PANEL K, SECTION 2, CIRCUIT 41LIGHTING CONTROL ZONE 'm': EXIST PANEL K, SECTION 2, CIRCUIT 31LIGHTING CONTROL ZONE 'n': EXIST PANEL K, SECTION 2, CIRCUIT 31

REVISIONS DATE

J

J

JHC J

D

C

B

9 10 11 12 13 14 15 16

KITCHEN

204

ELEVATOR

B12

MARKET

203

STORAGE

203A

2

3

4

4

4

5A66789C

1110 ABV

1214

17 17 17

18ABV

19BEL

22

23

BEL

24ABV

26

26

19

BEL

1414

3

3 3

45

6

7 8

9

9

10

TV MONITORK2-30

TV MONITORK2-30

TV MONITORK2-30

10

1

TV MONITORK2-30

10

RECESS DEVICE BOXES FLUSH WITH FACE OF BULKHEAD AT THIS LOCATION

EXISTING ELECTRICAL EQUIPMENT (ER)EXIST PANEL F (ER)



2

MOUNT AT 44" AFF TO TOP

K2-40

K2-40

K2-40

K2-40

K2-40

MOUNT AT 44" AFF TO TOP

11

CORRIDOR

CR-2

VESTIBULE

B8

FOOD COURT

202

MARKET

203

BULKHEAD

ER, TV MONITOR

ER, HANDICAPPED DOOR OPERATOR PADDLE SWITCH

ER, ELECTRONIC KEYED SWITCHES

9B

9A

5



L P A



Ph: (540) 342-1816

Fax: (540) 344-3410

Comm. No.: 21101.17

co

lley

arc

hitects

pc

desig

ncom

munity

environm

ent


DATE

SCALE

DRAWN

JOB

SHEET

AS NOTED

WORK ORDER


BLA

CK

SB

UR

G . V

IRG

INIA


E1.2

PA

RT

IAL N

EW

WO

RK

FLO

OR

PLA

N -

PO

WE

R

07 . 08 . 2021

21-483458

2102

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NO

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'NS

, N

EW

CO

NS

TR

., E

TC

.

SCALE: 1/4" = 1'-0"

PARTIAL NEW WORK FLOOR PLAN - POWER

PLAN NOTES:1. RECESS THE TV MONITOR RECEPTACLE AND TELECOM OUTLET BOX FLUSH WITH THE FACE OF THE DROP CEILING. COORDINATE THE FINAL LOCATION WITH THE

ARCHITECT AND OWNER PRIOR TO ROUGH-IN.2. PROVIDE AND INSTALL NEW CIRCUIT BREAKERS FOR THE NEW BRANCH CIRCUITS SHOWN ON THE REVISED PANEL K, SECTION 1 AND REVISED PANEL K, SECTION 2 PANEL

SCHEDULES ON SHEET E1.3. THE NEW CIRCUIT BREAKERS SHALL MATCH THE EXISTING CIRCUIT BREAKER TYPE INCLUDING, BUT NOT LIMITED TO MANUFACTURER AND KAIC. PROVIDE AND INSTALL NEW BRANCH CIRCUITS FROM THE NEW CIRCUIT BREAKERS, AS SHOWN ON THE REVISED PANEL SCHEDULES ON SHEET E1.3. THE CIRCUIT BREAKERS FOR THE EXISTING TO REMAIN BRANCH CIRCUITS SHALL REMAIN, AS NOTED ON THE DEMOLITION SHEET.

3. ROUTE THE BRANCH CIRCUIT (CONDUIT AND WIRE) TO THE DUPLEX RECEPTACLE IN THE ACCESSIBLE CEILING SPACE ABOVE THE DROP CEILING IN THE CLASSROOM BELOW. TURN THE BRANCH CIRCUIT UP THROUGH THE FLOOR AND ROUTE UP THE COLUMN TO THE RECEPTACLE AND CONNECT. MAINTAIN THE FIRE RATING OF THE FLOOR AS APPLICABLE. THE RECEPTACLE SHALL BE SURFACED MOUNTED TO THE COLUMN BELOW THE COUNTER AND WITHIN THE BASE CABINET AT A HEIGHT COORDINATED IN THE FIELD WITH THE ARCHITECT. THE GENERAL CONTRACTOR WILL PROVIDE AND INSTALL A HOLE WITH A GROMMET IN THE COUNTERTOP OF THE CASEWORK FOR ROUTING THE POWER CORD FROM THE HOTWELL TO THE DUPLEX RECEPTACLE BELOW THE COUNTERTOP WITHIN THE BASE CABINET. COORDINATE WITH THE CASEWORK MANUFACTURER/SUPPLIER AND THE ARCHITECT FOR THE LOCATION OF THE HOLE AND GROMMET. COORDINATE ALL ROUGH-INS WITH THE CASEWORK MANUFACTURER/SUPPLIER.

4. MOUNT AT 44" AFF TO THE TOP OF THE RECEPTACLE FOR THE TOASTER. COORDINATE THE FINAL HEIGHT IN THE FIELD WITH THE ARCHITECT BASED ON THE HEIGHT OF THE EQUIPMENT.

5. MOUNT AT 26" AFF TO THE TOP OF THE RECEPTACLE FOR THE MICROWAVE. COORDINATE THE FINAL HEIGHT IN THE FIELD WITH THE ARCHITECT BASED ON THE HEIGHT OF THE EQUIPMENT. COORDINATE WITH THE CASEWORK MANUFACTURER/INSTALLER AND ARCHITECT TO PROVIDE AND INSTALL THE REQUIRED GASKETS IN THE CASEWORK FOR THE MICROWAVE CORD AND PLUG TO ROUTE TO THE MICROWAVE RECEPTACLE.

6. MOUNT AT 26" AFF TO THE TOP OF THE RECEPTACLE FOR THE MICROWAVE. COORDINATE THE FINAL HEIGHT IN THE FIELD WITH THE ARCHITECT BASED ON THE HEIGHT OF THE EQUIPMENT. COORDINATE WITH THE CASEWORK MANUFACTURER/INSTALLER AND ARCHITECT TO PROVIDE AND INSTALL THE REQUIRED GASKETS IN THE CASEWORK FOR THE MICROWAVE CORD AND PLUG TO ROUTE TO THE MICROWAVE RECEPTACLE. ROUTE THE BRANCH CIRCUIT (CONDUIT AND WIRE) TO THE DUPLEX RECEPTACLE IN THE ACCESSIBLE CEILING SPACE ABOVE THE DROP CEILING IN THE CLASSROOM BELOW. TURN THE BRANCH CIRCUIT UP THROUGH THE FLOOR AND ROUTE UP CONCEALED WITHIN THE WALL TO THE RECEPTACLE AND CONNECT. MAINTAIN THE FIRE RATING OF THE FLOOR AS APPLICABLE.

7. MOUNT THE RECEPTACLE ABOVE THE TABLE BACKSPLASH, WITH THE TOP OF THE RECEPTACLE AT 52" AFF. COORDINATE THE FINAL MOUNTING HEIGHT IN THE FIELD WITH THE ARCHITECT PRIOR TO ROUGH-IN.

8. SPECIAL PURPOSE RECEPTACLE FOR UNDERCOUNTER DISH MACHINE. CONFIRM NEMA RECEPTACLE TYPE WITH EQUIPMENT MANUFACTURER/SUPPLIER PRIOR TO ROUGH-IN.

9. RECESS THE DUPLEX RECEPTACLE AND THE TELECOM OUTLET ROUGH-IN IN THE WALL OF THE CASEWORK WITHIN THE BASE CABINET AT 20" AFF TO THE TOP OF THE DEVICE BOXES. THE TELECOM OUTLET BOX SHALL BE A TWO GANG BOX WITH A SINGLE GANG PLASTER RING. THE BRANCH CIRCUIT (CONDUIT AND WIRE) TO THE DUPLEX RECEPTACLE SHALL BE ROUTED IN THE ACCESSIBLE CEILING SPACE ABOVE THE DROP CEILING IN THE CLASSROOM BELOW. TURN THE BRANCH CIRCUIT UP THROUGH THE FLOOR AND ROUTE UP WITHIN THE CASEWORK WALL WITHIN THE BASE CABINET TO THE RECEPTACLE AND CONNECT. MAINTAIN THE FIRE RATING OF THE FLOOR AS APPLICABLE. UTILIZE EXISTING J-HOOKS INSTALLED IN THE ACCESSIBLE CEILING SPACE ABOVE THE DROP CEILING IN THE CLASSROOM BELOW FOR ROUTING LOW-VOLTAGE CABLES TO BELOW THE POINT OF SALE LOCATION. WHERE THERE ARE NO EXISTING J-HOOKS INSTALLED IN THE ACCESSIBLE CEILING SPACE ABOVE THE DROP CEILING IN THE CLASSROOM BELOW, PROVIDE AND INSTALL NEW J-HOOKS THAT MATCH EXISTING J-HOOKS IN THE BUILDING. PROVIDE AND INSTALL AN EMPTY 1" CONDUIT WITH PULL STRING FROM THE ACCESSIBLE CEILING SPACE ABOVE THE DROP CEILING IN THE CLASSROOM BELOW THE POINT OF SALE LOCATION, UP THROUGH THE FLOOR, AND ROUTE UP WITHIN THE CASEWORK WALL WITHIN THE BASE CABINET TO THE TELECOM OUTLET BOX ROUGH-IN. MAINTAIN THE FIRE RATING OF THE FLOOR AS APPLICABLE. THE GENERAL CONTRACTOR WILL PROVIDE AND INSTALL A HOLE WITH A GROMMET IN THE COUNTERTOP OF THE POINT OF SALE CASEWORK FOR ROUTING THE POWER CORD AND TELECOM CABLES FROM THE POINT OF SALE TO THE DUPLEX RECEPTACLE AND TELECOM OUTLET BELOW THE COUNTERTOP WITHIN THE BASE CABINET. COORDINATE WITH THE CASEWORK MANUFACTURER/SUPPLIER AND THE ARCHITECT FOR THE LOCATION OF THE HOLE AND GROMMET. COORDINATE ALL ROUGH-INS WITH THE CASEWORK MANUFACTURER/SUPPLIER.

10. COORDINATE THE FINAL LOCATION AND MOUNTING HEIGHT OF THE TV MONITOR RECEPTACLE AND TELECOM OUTLET BOX WITH THE ARCHITECT AND OWNER PRIOR TO ROUGH-IN. THE RECEPTACLE AND TELECOM OUTLET BOX SHALL BE CONCEALED BEHIND THE TV MONITOR IF THE TV MONITOR IS WALL MOUNTED.

11. COORDINATE THE FINAL HEIGHT OF THE ICE MACHINE RECEPTACLE IN THE FIELD WITH THE ARCHITECT BASED ON THE HEIGHT OF THE EQUIPMENT.

0 8 12 164

1/4" = 1' - 0"N

REVISIONS DATE

GENERAL NOTES:1. REFER TO THE FOOD SERVICE ELECTRICAL CONNECTION SCHEDULE ON SHEET E1.4.

K, SECTION 1EXIST PANEL

ITEM #5 - BLENDING BAR FREEZER

ITEM #12 - AUTOMATIC SALAD MACHINE

EXIST FREEZER FANS

-

ITEM #2 - HEATED AIR CURTAIN CABINET

-

ITEM #6 - FROZEN BEVERAGE DISPENSER

ITEM #4 - REFRIGERATED SELF-SERVICE CASE

-

ITEM #6 - FROZEN BEVERAGE DISPENSER

ITEM #14 - HOT WELLS


-

EXIST COOLER FAN


EXIST COOLER FAN

-


1.441.8

11.44

.81.8

1 1

1.03

.81

1.03

1.031.03

1.67 1.03

1.67 1.03

208Y/120V

FLUSH

YES 10,000 AIC

M

K20/1

-

K

M20/2

20/1

-

20/2

20/1

-

20/2

K

K

K

K

K

20/1

20/1

-

20/1

20/1

20/2

20/1

-

20/2

3PH, 4W 400A

YES

9

17

13

15

11

1

5

7

3

10

18

14

16

12

2

6

8

4

K

M

K

M

K

K

K

K

K

300A MCB NO

-

3/4"

EX.

EX.

3/4"

#12

EX.

EX.

#12

#12

3/4"

3/4"

3/4"

-

#12

#12

#12

#12

#12

EX.

EX.

#12

-

-

#12

-

#12 #12

-

#12

#12

-

#12

EX.

EX.

#12

-

-

#12

-

-

EX.

#12

EX.

#12 3/4"#12

EX.

3/4"

EX.

EX.

#12

EX.

-

3/4"

3/4"

-

#12

#12

#12

#12

3/4"#12

#12

EX.

#12

EX.

-

#12

#12

-

#12

LOAD SERVED

INTERRUPT RATING:

MOUNTING:

VOLTAGE:

SOLID NEUTRAL:

8.286.56 6.76

L3DMDBKR L1 L2 BKRLOAD SERVED

BUS RATING:

MAIN:

SYSTEM:

GROUND BUS:

INTEGRAL SPD:

LOADS ( )

LIGHTING

REC TO 10 KVA

REC REMAINING

LARGEST MOTOR

SPACE HEATING

KITCHEN EQUIPMENT

CONNECTED

7.66

1.86

0

9

0

0

71.21

0

DEMAND

1.25

1.0

0.5

1.0

0.25

0.0

0.65

1.25

9.58

1.86

0

9

0

0

46.29

0

FACTOR

TOTAL CONNECTED LOAD

MIN. FEEDER / PANEL CAPACITY

0 1.0 0

CONTINUOUS

NON-CONTINUOUS

DEMAND

185.466.7

89.7 249.3

AMPSKVA

KVA AMPS

CKT CKT DMD

KVA

DEMAND 0 1.0 0

OVERALL DEMAND FACTOR 0.74

CONDPHASE NEUT GND NEUTPHASE CONDGND

LOADS (KVA)

WATER HEATING

AIR CONDITIONING 0

0

CONNECTED

0

0

DEMANDFACTOR

1.0

1.0

DEMAND

NON-SEASONAL MOTORS

PROVIDE FEED-THRU LUGS

L1 L2 L3

PHASE LOAD TOTALS

K, SECTION 2EXIST PANEL

ITEM #7 - COKE MACHINE

-

-

ITEM #5A - BLENDER

ITEM #24 - i5 TOUCH TURBO CHEF

ITEM #8 - ICE MACHINE

LGTS - ROOM 203

LGTS - ROOM 203

LGTS - ROOM 203

LGTS - ROOM 203

LGTS - ROOM 203

LGTS - ROOMS 203, 203A & 204

-

-

ITEM #23 - UNDERCOUNTER DISH MACHINE

ITEM #17 - DOUBLE DOOR COKE COOLER

ITEM #10 - COFFEE BREWER

EXIST COOLER COMPRESSOR (ROOF)

-

ITEM #19 - MICROWAVE

ITEM #11 - UNDERCOUNTER FRIDGE

REC - ROOMS 203 & 204

SPARE

ITEM #9A - ESPRESSO MACHINE

ITEM #9B - REFRIGERATION UNIT

-

ITEM #9C - FLAVOR STATION

ITEM #19 - MICROWAVE

-

ITEM #26 - POS (X2)

-

ITEM #3 - UPRIGHT FREEZER

TV MONITOR (X4)



EXIST FREEZER COMPRESSOR

-

FUTURE SIGNAGE - ROOM 203

ITEM #22 - RETHERMALIZER

-

ITEM #18 - TOASTER


1.21.05

-1.8

.9

1.21.05

2.65

1.65

2.651.05

1.43

34.75

11

.722.64

.421.26

1

.56

1.262.64

1.262.64

3.59 1

3.59 .5

1

1

.241.8

3

34.75

.98 .8

.3 1.8

208Y/120V

FLUSH

YES

20/1 L

L

L

L

L

L

10,000 AIC

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

30/2

-

M

K

M

K

K

K

K

K

20/1

-

-

30/3

45/2

-

-

20/2

K

K20/1

-

60/2

20/1

20/1

20/1

20/1

K

K

K

K

K

20/1

20/1

20/1

20/1

-

20/1

-

20/3

-

20/1

-

30/3

20/1

20/1

20/1

3PH, 4W 400A

YES

41

9

25

33

39

37

35

27

29

31

17

23

19

21

13

15

11

1

5

7

3

42

10

26

34

38

40

36

30

32

28

18

22

24

20

14

16

12

2

6

8

4

-

R

K

K

K

K

R

K

K

K

L

M

M

M

R

K

K

K

K

K

K

400A MLO NO

3/4"#12

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

-

3/4"

-

#12

#12

#12

#12

#12

#10

#10

#10

EX.

-

3/4"

3/4"

3/4"

EX.

-

#12

#8

#8

EX.

EX.

#12

#6

#6

3/4"

3/4"

3/4"

3/4"

#12

#12

#12

#12

#12

#12

#12

#12

#12

#12

-

-

#10

#12

-

#8

EX.

EX.

#12

-

-

#12

#12

#12

#12 #12

#12

#12

#12

#10

-

#12

EX.

EX.

#10

-

#12

#10

-

-

#12

#12

#12

#12

#12

#12

#12

#12

#12

-

-

-

#12

EX.

EX.

EX.

#12

#12

#12

#12

#12

#10

-

#12

#12

#12

- --

3/4"

3/4"

3/4"

-

#12

#12

#12

#10

3/4"

3/4"

3/4"

3/4"

#10

#12

#12

#12

3/4"

3/4"

EX.

EX.

#12

#12

EX.

EX.

EX.

3/4"

-

EX.

#12

#10

-

3/4"

3/4"

3/4"

#10

#10

#12

#12

3/4"#12

-

#12

#12

#12

-

#10

#12

#12

#12

#12

#12

EX.

EX.

EX.

#12

-

-

#10

#12

#12

#12

LOAD SERVED

INTERRUPT RATING:

MOUNTING:

VOLTAGE:

SOLID NEUTRAL:

20.2721.77 26.09

L3DMDBKR L1 L2 BKRLOAD SERVED

BUS RATING:

MAIN:

SYSTEM:

GROUND BUS:

INTEGRAL SPD:

LOADS ( )

LIGHTING

REC TO 10 KVA

REC REMAINING

LARGEST MOTOR

SPACE HEATING

KITCHEN EQUIPMENT

CONNECTED

7.66

1.86

0

5

0

0

53.61

0

DEMAND

1.25

1.0

0.5

1.0

0.25

0.0

0.65

1.25

9.57

1.86

0

5

0

0

34.85

0

FACTOR

TOTAL CONNECTED LOAD

MIN. FEEDER / PANEL CAPACITY

0 1.0 0

CONTINUOUS

NON-CONTINUOUS

DEMAND

142.451.3

68.1 189.3

AMPSKVA

KVA AMPS

CKT CKT DMD

KVA

DEMAND 0 1.0 0

OVERALL DEMAND FACTOR 0.75

CONDPHASE NEUT GND NEUTPHASE CONDGND

LOADS (KVA)

WATER HEATING

AIR CONDITIONING 0

0

CONNECTED

0

0

DEMANDFACTOR

1.0

1.0

DEMAND

NON-SEASONAL MOTORS

L1 L2 L3

PHASE LOAD TOTALS

MAIN SWITCHBOARD (ER)480Y/277V, 3-PHASE, 4-WIRE, 60HZ, 1600A BUS, 1600A LSIG MCB, BOTTOM FED, NEMA 1, PAD MOUNT, 100KAIC, SERVICE ENTRANCE RATED, INTEGRAL METERING

MAIN SECTIONDISTRIBUTION SECTION FIRST FLOOR MAIN ELECTRICAL ROOM

EXIST XFMR FOR PANEL K (ER)480-208Y/120V112.5KVAPAD MTD

3-#2/0 AWG AND 1-#4 AWG GND IN A 2" CONDUIT (ER)

EXIST XFMR FOR PANEL K IS FED FROM AN EXIST 225A FRAME, 175A TRIP, 3-POLE CIRCUIT BREAKER

EXIST XFMR FOR PANEL K SECONDARY DISC (ER)F/3/400/400NEMA 1SURFACE MTD

4-#500 MCM AND 1-#2 AWG GND IN A 3-1/2" CONDUIT (ER)

SECOND FLOOR KITCHEN

EXIST PANEL K, SECTION 1 (ER)208Y/120V, 3-PHASE, 4-WIRE400A BUS, 300A MCB18-POLE, BOT FEDNEMA 1, FLUSH MTD10KAIC

EXIST PANEL K, SECTION 2 (ER)208Y/120V, 3-PHASE, 4-WIRE400A BUS, MLO42-POLE, TOP FEDNEMA 1, FLUSH MTD10KAIC

EXIST PANEL K, SECTION 2 IS FED FROM EXIST PANEL K, SECTION 1 VIA SUB FEED LUGS

TO EXIST UNDERGROUND TRANSFORMER VAULT

3 SETS OF [4-#600 MCM AND 1-#3/0 AWG GND IN A 4" CONDUIT] (ER)

4-#500 MCM AND 1-#2 AWG GND IN A 3-1/2" CONDUIT (ER)



L P A



Ph: (540) 342-1816

Fax: (540) 344-3410

Comm. No.: 21101.17

co

lley

arc

hitects

pc

desig

ncom

munity

environm

ent


DATE

SCALE

DRAWN

JOB

SHEET

AS NOTED

WORK ORDER


BLA

CK

SB

UR

G . V

IRG

INIA


E1.3

PA

RT

IAL E

LE

CT

RIC

AL P

OW

ER

RIS

ER

DIA

GR

AM

AN

D P

AN

EL

SC

HE

DU

LE

S

07 . 08 . 2021

21-483458

2102

MDW

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TIO

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, A

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'NS

, N

EW

CO

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., E

TC

.

SCALE: NO SCALE

PARTIAL ELECTRICAL POWER RISER DIAGRAM

1. THE MAXIMUM DEMAND LOAD OVER THE LAST YEAR, PER 2014 NEC 220.87(1), FOR THE SERVICE TO THE EXISTING MAIN SWITCHBOARD IS NOT AVAILABLE.2. EXISTING PANEL K, SECTION 1 AND SECTION 2 ARE BEING REUSED TO POWER NEW EQUIPMENT IN THE AREA OF RENOVATION. REFER TO THE PARTIAL ELECTRICAL POWER RISER DIAGRAM ON

THIS SHEET. ALSO REFER TO "MINIMUM FEEDER/PANEL CAPACITY" IN THE EXISTING PANEL K, SECTION 1 SCHEDULE ON THIS SHEET FOR THE TOTAL ELECTRICAL LOAD ON THE PANEL, WHICH IS 168.9 AMPS.

3. THE AUTHORITY HAVING JURISDICTION (VIRGINIA TECH UNIVERSITY BUILDING OFFICIAL) REQUIRES DEMAND LOADS TO CONFIRM THE NEW LOAD ADDED TO THE EXISTING MAIN SWITCHBOARD IS WITHIN THE DEMAND CAPACITY OF THE EXISTING MAIN SWITCHBOARD.A. TO MEET THIS REQUIREMENT THE ELECTRICAL CONTRACTOR SHALL PROVIDE 30 DAY CONTINUOUS METERING ON THE FEEDERS TO THE EXISTING MAIN SWITCHBOARD. METER AS

REQUIRED BY 2014 NEC 220.87(1) EXCEPTION.a. TAKE THE PEAK DEMAND LOAD FROM THE 30 DAY METERING AND MULTIPLY BY 1.25 TO GET NEC CALCULATED EXISTING MAIN SWITCHBOARD LOAD. CONVERT TO AMPS AND

SUBTRACT THIS LOAD FROM THE EXISTING 1600 AMP MAIN SWITCHBOARD TO DETERMINE THE SPARE AMPERAGE CAPACITY OF THE EXISTING MAIN SWITCHBOARD.• IF THE TOTAL ADDED AMPERAGE OF (168.9 AMPS) IS LESS THAN THE SPARE CAPACITY THEN THE TOTAL LOAD IS WITHIN THE CAPACITY OF THE EXISTING MAIN SWITCHBOARD.• IF THE TOTAL ADDED AMPERAGE OF (168.9 AMPS) IS GREATER THAN THE SPARE CAPACITY THEN CONTACT ENGINEER OF RECORD FOR RESOLUTION.

LOAD SUMMARY:

REVISIONS DATE

S

S

S

DESIGN.

2

ITEMITEM DESCRIPTION TYPE

CONNECTIONCONFIGURATION

K1-1,3

NEMA TYPE ORCIRCUITQTY.

ITEM

1

V/PH

208/1

BLENDING BAR FREEZER5 120/1 K1-51

FROZEN BEVERAGE DISPENSER6

120/12

TOASTER18 120/1 K2-41

SPECIAL REC NEMA 14-20R

MICROWAVE19

120/12

RETHERMALIZER22 208/3 K2-8,10,121

7 K2-51 120/1

HOT WELLS

14

120/1 K1-14

3

UNDERCOUNTER DISH MACHINE23 208/3 K2-25,27,291

24 208/1 K2-9,111

HEATED AIR CURTAIN CABINET

UNDERCOUNTER FRIDGE11 120/11

8 K2-11 120/1ICE MACHINE

12 1 120/1AUTOMATIC SALAD MACHINE

17 3

120/1DOUBLE DOOR COKE COOLER

DUPLEX REC NEMA 5-20R










SPECIAL REC NEMA L15-30R



COKE MACHINE

K2-3

i5 TOUCH TURBO CHEF

26 2 POS 120/1 DUPLEX REC NEMA 5-20R K2-14

3 1 UPRIGHT FREEZER 120/1 DUPLEX REC NEMA 5-20R

4 3

REFRIGERATED SELF-SERVICE CASE 208/1 SPECIAL REC NEMA 6-20R K1-2,4

9A 1

10 1

REFRIGERATION UNIT

COFFEE BREWER 208/1

208/1

SPECIAL RECNEMA 6-50R.

PROVIDE CORD AND PLUG

DUPLEX REC NEMA 6-30R K2-32,34

K2-19,21

HEIGHTMTG

44"

44"

44"

44"

SEE PLAN

20"

20"

44"

20"

20"

20"

20"

FOOD SERVICE

ELECTRICAL CONNECTION SCHEDULE

20"

K1-7,9

K1-8,10

208/1 SPECIAL REC NEMA 6-20R 20"

208/1 SPECIAL REC NEMA 6-20R 20"

K1-6

120/1 DUPLEX REC NEMA 5-20R 44"K1-11

K1-17

120/1 K2-2DUPLEX REC NEMA 5-20R

120/1 K1-18DUPLEX REC NEMA 5-20R

SEE PLAN

SEE PLAN

SEE PLAN

SEE PLAN

K2-6

MICROWAVE 120/1 DUPLEX REC NEMA 5-20R K2-7

SEE PLAN

SEE PLAN

BLENDER5A 120/1 K2-131 DUPLEX REC NEMA 5-20R 44"

SEE PLAN

K2-24 20"

K2-26

120/1 DUPLEX REC NEMA 5-20R

120/1 DUPLEX REC NEMA 5-20R

20"K2-28

20"K2-23

SEE PLAN

FOOD SERVICE ELECTRICAL CONNECTION SCHEDULE GENERAL NOTES:

1. CONFIRM THE CONNECTION TYPES AND NEMA TYPES OR CONFIGURATIONS NOTED ABOVE WITH THE ORDERED EQUIPMENT PRIOR TO ROUGH-IN.2. COORDINATE THE FINAL LOCATIONS AND MOUNTING HEIGHTS OF ALL EQUIPMENT ELECTRICAL ROUGH-INS WITH THE ARCHITECT/ENGINEER IN THE

FIELD PRIOR TO ROUGH-IN.

IN THE SCHEDULE ABOVE, K1 = EXISTING PANEL K, SECTION 1 &K2 = EXISTING PANEL K, SECTION 2

9B 1

FLAVOR STATION

120/1 DUPLEX REC NEMA 5-20R K2-36 20"

9C 1

ESPRESSO MACHINE

120/1 DUPLEX REC NEMA 5-20R K2-38 20"

TYPE MOUNTING NOTES

TIMEDELAY

SETTINGSENSOR MODEL

NUMBER

WIRELESS LIGHTING SENSOR AND SWITCH SCHEDULE

CEILINGO1

CEILING LRF2-DCRB-WHPS

15MINUTES

15MINUTES

SET THE AUTO-ON OPTION IN THE SENSOR TO 'ENABLE' TO MAKE THE SENSOR AN OCCUPANCY SENSOR (AUTO-ON/AUTO-OFF OPERATION).

LRF2-OCR2B-P-WH

WIRELESS DAYLIGHT SENSOR, SEE FLOOR PLANS FOR ZONE(S) TO BE CONTROLLED BY THIS SENSOR.

WIRED OR WIRELESS

WIRELESS

WIRELESS

WALLO3 15

MINUTESSET THE AUTO-ON OPTION IN THE SENSOR TO 'ENABLE' TO MAKE THE SENSOR AN OCCUPANCY SENSOR (AUTO-ON/AUTO-OFF OPERATION).

LRF2-OWLB-P-WHWIRELESS

-L1 PJ2-2B-XX-L01

THIS LOW-VOLTAGE WIRELESS SWITCH SHALL PROVIDE 'ON/OFF' CONTROL FOR ONE ZONE OF LIGHT FIXTURES. COLOR OF DEVICE SHALL BE AS SELECTED BY THE ARCHITECT.

WALL(48" AFF TO

TOP)WIRELESS

-L2 PJ2-3BRL-XX-L01WALL

(48" AFF TO TOP)

THIS LOW-VOLTAGE WIRELESS SWITCH SHALL PROVIDE 'ON/OFF/RAISE/LOWER/PRESET' CONTROL FOR ONE ZONE OF LIGHT FIXTURES. COLOR OF DEVICE SHALL BE AS SELECTED BY THE ARCHITECT.

WIRELESS

V1 MS-OPS6M2-DV-XX15

MINUTES

WALL(48" AFF TO

TOP)

SET THE AUTO-ON OPTION IN THE SENSOR TO "VACANCY" TO MAKE THE SENSOR A VACANCY SENSOR. COLOR OF DEVICE SHALL BE AS SELECTED BY THE ARCHITECT.

WIRED



L P A



Ph: (540) 342-1816

Fax: (540) 344-3410

Comm. No.: 21101.17

co

lley

arc

hitects

pc

desig

ncom

munity

environm

ent


DATE

SCALE

DRAWN

JOB

SHEET

AS NOTED

WORK ORDER


BLA

CK

SB

UR

G . V

IRG

INIA


E1.4

ELE

CT

RIC

AL S

CH

ED

ULE

S

07 . 08 . 2021

21-483458

2102

MDW

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HN

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.

21

1

PLAN NOTES:1. THE CIRCUIT BREAKER FOR THE EQUIPMENT CIRCUIT SHALL BE HACR RATED.2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A CORD AND PLUG THAT MATES WITH THE

SPECIFIED RECEPTACLE. COORDINATE WITH THE EQUIPMENT MANUFACTURER/SUPPLIER FOR THE INSTALLATION OF THE CORD AND PLUG, ENSURING THAT THE EQUIPMENT WARRANTY IS MAINTAINED.

LIGHTING FIXTURE SCHEDULEFXTR TYPE MOUNTING LAMP (NO.) TYPE MANUFACTURER & CATALOG NUMBER (BASIS OF DESIGN) REMARKS

A RECESSED / CEILING LED LITHONIA LIGHTING LDN6-40/15-LO6-AR-LD-MVOLT-GZ10-90CRI 6" OPEN LED DOWNLIGHT. 4000K LED COLOR TEMPERATURE. 1500 LUMEN OUTPUT. CLEAR TRIM COLOR (CONFIRM WITHARCHITECT PRIOR TO ORDERING). 120-277V. 0-10V DIMMING DRIVER TO 10%. 90+ CRI. 17.5 WATTS. FOR TYPE A LIGHT FIXTURESWITH A SOLID FILL, PROVIDE OPTION E10WCP FOR AN INTEGRAL 10W EMERGENCY BATTERY PACK WITH INTEGRAL TESTSWITCH.

B RECESSED / CEILING LED KENALL CSEDO-22-45LD-40K8-DIM1-120-2F-2H-SYM-FN 2'x2' RECESSED LED. 49 WATTS. 4000K LED COLOR TEMPERATURE. 82 CRI MINIMUM. 0-10V DIMMING DRIVER TO 1%. 120V. 20GAUGE COLD ROLLED STEEL DOORFRAME. 20 GAUGE COLD ROLLED STEEL HOUSING. SYMMETRIC OPTICS. FOODZONE/NON-CONTACT. CLEAR POLYCARBONATE OUTER LENS AND DIFFUSED ACRYLIC INNER LENS. 5556 INITIAL DELIVEREDLUMENS. FOR TYPE B LIGHT FIXTURES WITH A SOLID FILL, PROVIDE OPTION LEL FOR AN INTEGRAL 8.4W EMERGENCY BATTERYPACK.

C SURFACE / WALL LED EUROFASE COOP PRODUCT #35927-013 WALL MOUNT LED SCONCE. SAND BLACK METAL WITH GOLD WIRE MESH SHADE (CONFIRM WITH ARCHITECT PRIOR TOORDERING). 120V. 14 WATTS. 1120 TOTAL LUMEN OUTPUT. 3000K LED COLOR TEMPERATURE. 90+ CRI. DIMMABLE. MOUNT WITHTOP OF FIXTURE AT 8'-0" AFF, UNLESS NOTED OTHERWISE.

D TRACK LED JUNO T381L-G2-40K-90CRI-PDIM-SP-WH VERTICAL CYLINDER LED. 120V. 11 WATTS. 1090 LUMENS. 4000K LED COLOR TEMPERATURE. 90 CRI. PHASE DIMMABLE. SPOTDISTRIBUTION. CONFIRM FINISH WITH ARCHITECT PRIOR TO ORDERING.

F TRACK LED JUNO T387L-G2-40K-90CRI-PDIM-WFL-WH VERTICAL CYLINDER LED. 120V. 46 WATTS. 4014 LUMENS. 4000K LED COLOR TEMPERATURE. 90 CRI. PHASE DIMMABLE. WIDEFLOOD DISTRIBUTION. CONFIRM FINISH WITH ARCHITECT PRIOR TO ORDERING.

G RECESSED / COUNTERTOP LED PURE EDGE LIGHTING MINIPORT LED MPORT-12VAC-EL-SS LAMP SPECIFICATIONS: 1 WATT, 12V LED, 3000K LED COLOR TEMPERATURE, 90+ CRI, 47 LUMENS. EYELID TRIM THAT INCLUDES A20 DEGREE BEAM TILT LENS (LENS MODEL NUMBER LFMP-20D). THE LIGHT FIXTURES OF THIS TYPE SHALL BE INSTALLED SUCHTHAT THE 20 DEGREE BEAM TILT LENS IS AIMED TO UPLIGHT THE COLUMN AT THIS LOCATION. STAINLESS STEEL FINISH.PROVIDE WITH 60 WATT POWER SUPPLY/DRIVER (MODEL NUMBER TE-60L-12). 120V POWER SUPPLY/DRIVER INPUT VOLTAGE,12V OUTPUT VOLTAGE. ONE (1) POWER SUPPLY/DRIVER SHALL PROVIDE POWER TO ALL THREE (3) LIGHT FIXTURES OF THISTYPE. MOUNT THE LIGHT FIXTURES OF THIS TYPE FLUSH WITH THE TOP OF THE COUNTERTOP AT THE INDICATED LOCATIONS.REFER TO ARCHITECTURAL DRAWINGS FOR DETAIL OF ROUGH-IN FOR LIGHT FIXTURES OF THIS TYPE. COORDINATE THELOCATION OF THE POWER SUPPLY/DRIVER WITH THE ARCHITECT PRIOR TO INSTALLATION. THE POWER SUPPLY/DRIVER MUSTBE WITHIN THE MANUFACTURER-SPECIFIED DISTANCE FROM THE LIGHT FIXTURES. COORDINATE THE INSTALLATION OF THELIGHT FIXTURES WITH THE CASEWORK MANUFACTURER.

T1 SURFACE / CEILING N/A JUNO TRAC-MASTER 1-CIRCUIT TRACK SECTION T-*-WH * = TOTAL TRACK LENGTHS AS SHOWN ON LIGHTING PLAN. CONFIRM TRACK FINISH WITH ARCHITECT PRIOR TO ORDERING.PROVIDE ALL ACCESSORIES REQUIRED FOR A COMPLETE AND OPERABLE TRACK SYSTEM INCLUDING, BUT NOT LIMITED TOFEEDS, JOINERS, T-BAR ATTACHMENT CLIPS (WHERE APPLICABLE), AND WIREWAY COVERS. ACCESSORIES SHALL BE FINISHEDIN WHITE (CONFIRM WITH ARCHITECT PRIOR TO ORDERING).

T2 PENDANT / CEILING N/A JUNO TRAC-MASTER 2-CIRCUIT TRACK SECTION TU-24FT-WH 24-FOOT TRACK LENGTH CONSISTING OF TWO (2) 12-FOOT TRACK SECTIONS. CONFIRM TRACK FINISH WITH ARCHITECT PRIORTO ORDERING. PROVIDE ALL ACCESSORIES REQUIRED FOR A COMPLETE AND OPERABLE TRACK SYSTEM INCLUDING, BUT NOTLIMITED TO FEEDS, JOINERS, SLOPED CEILING ADAPTERS, 48 INCH ADJUSTABLE RIGID CEILING CABLE SUSPENSION/FEED KITS,AND WIREWAY COVERS. ACCESSORIES SHALL BE FINISHED IN WHITE (CONFIRM WITH ARCHITECT PRIOR TO ORDERING).

X1 SURFACE / CEILING LED LITHONIA LIGHTING LE-S-1-R-EL N-SD 1.3 WATT LED. STENCIL FACE. MATTE BLACK HOUSING WITH BRUSHED ALUMINUM FACE. SINGLE FACE. RED LETTERS. 120-277V.NICKEL-CADMIUM BATTERY BACK-UP WITH SELF-DIAGNOSTICS.

LIGHTING FIXTURE SCHEDULE GENERAL NOTES:1. LIGHTING FIXTURE SUBSTITUTIONS ARE ALLOWED. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO ENSURE THAT ALL SUBSTITUTE FIXTURE(S) SUBMITTED ARE EQUAL IN CONSTRUCTION

AND APPEARANCE AND PERFORMANCE TO THE BASIS-OF-DESIGN SPECIFIED FIXTURE(S); THIS INCLUDES BUT IS NOT LIMITED TO PHOTOMETRIC FOOT-CANDLE PERFORMANCE (ESPECIALLY FOR LED FIXTURES WHERE LISTED LUMEN OUTPUTS MAY BE THE SAME BUT THE FOOT-CANDLES DELIVERED ARE NOT THE SAME). SUBSTITUTE FIXTURES THAT ARE NOT EQUAL IN CONSTRUCTION AND APPEARANCE AND PERFORMANCE TO THE SPECIFIED BASIS-OF-DESIGN FIXTURES WILL NOT BE APPROVED.

WIRELESS LIGHTING SENSOR AND SWITCH SCHEDULE GENERAL NOTES:

1. PROVIDE AND INSTALL A LUTRON VIVE POWPAK PHASE SELECT DIMMING MODULE (MODEL NUMBER RMJS-PNE-DV (OR EQUAL)) FOR THE FOLLOWING LIGHTING CONTROL ZONES SHOWN ON SHEET E1.1: 'e', 'f', 'g', 'h', 'j', 'k', 'm' AND 'n'.

2. PROVIDE AND INSTALL A LUTRON VIVE POWPAK DIMMING MODULE WITH 0-10V CONTROL (MODEL NUMBER RMJS-8T-DV-B (OR EQUAL)) FOR THE FOLLOWING LIGHTING CONTROL ZONES SHOWN ON SHEET E1.1: 'a' AND 'c'.

3. PROVIDE AND INSTALL A LUTRON VIVE POWPAK RELAY MODULE WITH SOFTSWITCH (MODEL NUMBER RMJS-5R-DV-B (OR EQUAL)) FOR THE FOLLOWING LIGHTING CONTROL ZONES SHOWN ON SHEET E1.1: 'b' AND 'd'.

4. PROVIDE AND INSTALL A LUTRON VIVE WIRELESS HUB (MODEL NUMBER HJS-0-FM) FLUSH MOUNTED IN THE DROP CEILING OF MARKET 203. UTILIZE THE TIMECLOCK FEATURE IN THE WIRELESS HUB TO PROGRAM ALL OF THE LIGHTING CONTROL ZONES IN MARKET 203 TO TURN ON DURING NORMAL BUSINESS HOURS AND TO TURN OFF OUTSIDE OF NORMAL BUSINESS HOURS. COORDINATE WITH VIRGINIA TECH FOR THE NORMAL HOURS OF OPERATION. THE OCCUPANCY SENSORS IN MARKET 203 SHALL PROVIDE LOCAL CONTROL OUTSIDE OF NORMAL BUSINESS HOURS. THEY SHALL BE "DISABLED" DURING NORMAL BUSINESS HOURS AND "ENABLED" OUTSIDE OF NORMAL BUSINESS HOURS. OUTSIDE OF NORMAL BUSINESS HOURS, THE OCCUPANCY SENSORS SHALL BE PROGRAMMED AS FOLLOWS: a. THE TYPE O3 OCCUPANCY SENSOR SHALL BE PROGRAMMED TO TURN THE LIGHT FIXTURE IN LIGHTING CONTROL ZONE 'k' ON TO 100%

LIGHT LEVEL UPON INITIAL OCCUPANCY. THE TYPE O3 OCCUPANCY SENSOR SHALL BE PROGRAMMED TO TURN THE LIGHT FIXTURES IN LIGHTING CONTROL ZONES 'h', 'j' AND 'm' ON TO 50% LIGHT LEVELS UPON INITIAL OCCUPANCY. THE LIGHT FIXTURES IN LIGHTING CONTROLZONES 'h', 'j' AND 'm' CAN THEN BE RAISED/LOWERED VIA THE WALL SWITCHES SERVING THESE ZONES. THERE SHALL BE NO MANUAL CONTROL OF THE LIGHT FIXTURE IN LIGHTING CONTROL ZONE 'k'.

b. THE TYPE O1 OCCUPANCY SENSOR SHALL BE PROGRAMMED TO TURN THE LIGHT FIXTURES IN LIGHTING CONTROL ZONE 'd' ON TO 100% LIGHT LEVELS UPON INITIAL OCCUPANCY. THE TYPE O1 OCCUPANCY SENSOR SHALL BE PROGRAMMED TO TURN THE LIGHT FIXTURES IN LIGHTING CONTROL ZONES 'c', 'e', 'f', 'g' AND 'n' ON TO 50% LIGHT LEVELS UPON INITIAL OCCUPANCY. THE LIGHT FIXTURES IN LIGHTING CONTROL ZONES 'c', 'e', 'f', 'g' AND 'n' CAN THEN BE RAISED/LOWERED VIA THE WALL SWITCH SERVING THESE ZONES. THERE SHALL BE NO MANUAL CONTROL OF THE LIGHT FIXTURE IN LIGHTING CONTROL ZONE 'd'.

5. DEVICE FINISHES SHALL BE CONFIRMED BY THE ARCHITECT/ENGINEER.6. VIRGINIA TECH STANDARD LIGHTING CONTROLS MANUFACTURER IS LUTRON. ANY OTHER SUBSTITUTIONS ARE REQUIRED TO BE APPROVED BY

VIRGINIA TECH PRIOR TO SUBMITTING TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL.7. EXACT LOCATIONS OF ALL SENSORS SHALL BE AS RECOMMENDED BY MANUFACTURER.8. ALL OCCUPANCY/VACANCY SENSOR TIME DELAYS SHALL BE 15 MINUTES, UNLESS NOTED OTHERWISE.9. PROVIDE ALL LOW-VOLTAGE WIRING NEEDED FOR A FULLY OPERATIONAL SYSTEM (CAT 5E, 0-10V VIOLET-AND-GRAY, ANY OTHER

MANUFACTURER-RECOMMENDED CABLING, PLENUM-RATED WHERE IN AIR HANDLING SPACES, IN DEDICATED CONDUIT SYSTEM WHERE NOT ABOVE ACCESSIBLE CEILINGS, IN DEDICATED SLEEVES WHERE PENETRATING PARTITIONS).

10. PROVIDE ALL PROGRAMMING NEEDED TO SET UP SENSORS, POWER PACKS AND LOW-VOLTAGE SWITCHES PRIOR TO SUBSTANTIAL COMPLETION. LOW-VOLTAGE CONTROLS (SENSORS, SCENES AND SWITCHES) SHALL BE USER-CONFIGURABLE EITHER VIA A MOBILE APP OR HANDHELD REMOTE CONTROLS - PROVIDE ONE OF EACH DEVICE REQUIRED FOR USER-CONFIGURATION AFTER INITIAL SETUP.

11. ALL MANUAL CONTROL MOUNTING HEIGHTS SHALL BE 48" AFF TO THE TOP. LOAD CONTROLLERS SHALL BE LOCATED ABOVE THE NEAREST ACCESSIBLE CEILING (PLENUM-RATED WHERE IN AIR HANDLING SPACES).

12. PROVIDE LOAD CONTROLLERS IN QUANTITIES NEEDED TO SERVE THE NUMBER OF ZONES INDICATED ON THE DRAWINGS. ROOMS MAY SHARE LOAD CONTROLLERS IF THERE ARE SUFFICIENT OUTPUTS AND IF ROOMS CAN STILL OPERATE INDEPENDENTLY OF ONE ANOTHER. LOAD CONTROLLERS SHALL BE THE DIMMING TYPE WITH 0-10V WIRING IN ROOMS WHERE SWITCHES ARE THE DIMMING TYPE OR WHERE PHOTOSENSORS ARE PRESENT.

13. LOW-VOLTAGE CONTROL WIRING (INCLUDING 0-10V) MUST BE INSTALLED AS CLASS 2 CIRCUITS, IN FULL COMPLIANCE WITH NEC 725.136. LOW-VOLTAGE WIRING CANNOT SHARE THE SAME RACEWAY WITH LINE-VOLTAGE WIRING EXCEPT UNDER THE CONDITIONS LISTED IN NEC 725.136(I).

14. SUBMIT SHOP DRAWINGS OF ALL LIGHTING CONTROL DEVICES.

REVISIONS DATE

ASBESTOS AND LEAD DISCLOSURE

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