tri-towers rotunda rosie's grille and grocery … · mechanical/electrical engineer scheeser...

VICINITY / SITE MAP MATERIALS ABBREVIATIONS SYMBOLS DRAWING INDEX

EARTH

GRAVEL

CONCRETE

CONCRETE BLOCK MASONRY

BRICK MASONRY

CUT STONE

STRUCTURAL STEEL/METAL

ROUGH WOOD/LUMBER

PLYWOOD

FINISH WOOD

GYPSUM BOARD

BATT INSULATION

RIGID INSULATION

GLAZING

VICINITY MAPSCALE: N.T.S.

ACOUS. ACOUSTICALA.F.F. ABOVE FINISH FLOORALT. ALTERNATEALUM. ALUMINUM (ALSO 'AL')@ ATBD. BOARDBRG. BEARINGBLKG. BLOCKINGCLG. CEILINGCL CENTERLINECOL. COLUMNCONC. CONCRETECONT. CONTINUOUSCJ CONTROL JOINTDET. DETAILDIA. DIAMETERDN DOWND.S. DOWN SPOUTDWG(S). DRAWING(S)EA. EACHE.C. ELECTRICAL

CONTRACTORELEC. ELECTRICALE.P. ELECTRICAL PANELE.T.R. EXISTING TO REMAINE.W. EACH WAYE.W.C. ELECTRIC WATER

COOLERELEV. ELEVATION (ALSO 'EL.')EXIST. EXISTING (ALSO 'EXG.')EXP. EXPANSIONE.J. EXPANSION JOINTF.F. FINISH FLOORF.E. FIRE EXTINGUISHER ON

BRACKETF.E.C. FIRE EXTINGUISHER IN

CABINETF.D. FLOOR DRAINF.P.C. FIRE PROTECTION

CONTRACTORFRT FIRE RETARDANT TREATEDFTG. FOOTINGF.V. FIELD VERIFYGA. GAUGEGALV. GALVANIZEDG.C. GENERAL CONTRACTORGYP. GYPSUMH.M. HOLLOW METALHORIZ. HORIZONTAL

INSUL. INSULATIONJT. JOINTMANF'R. MANUFACTURER

(ALSO 'MFR.')M.C. MECHANICAL

CONTRACTORM.H. MANHOLEM.O. MASONRY OPENINGMFG. MANUFACTURINGMAX. MAXIMUMMECH. MECHANICALMTL. METALMIN. MINIMUMNOM. NOMINALN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALEO/ ON OR OVERO.C. ON CENTERP.C. PLUMBING

CONTRACTORPL. LAM. PLASTIC LAMINATE

(ALSO 'PL')PLUMB. PLUMBING+/- PLUS OR MINUSP PROPERTY LINEPLYWD. PLYWOODREINF. REINFORCINGR RISERR.D. ROOF DRAINREQ. REQUIREDR.O. ROUGH OPENINGSIM. SIMILARSPECS. SPECIFICATIONSS.S. STAINLESS STEELST. STEEL (ALSO 'STL')STRUCT. STRUCTURALS.O.G. SLAB ON GRADESUSP. SUSPENDEDT TREADT.O.F. TOP OF FOOTINGT.O.M. TOP OF MASONRYT.O.S. TOP OF STEELTYP. TYPICALVERT. VERTICALV.T.R. VENT THRU ROOFW/ WITHWD. WOOD

D O M O K U R A R C H I T E C T S

MECHANICAL/ELECTRICAL ENGINEERSCHEESER BUCKLEY MAYFIELD

1540 CORPORATE WOODS PARKWAY, UNIONTOWN, OH 44685(330) 526-2700, SBMCE.COM

PREPARED FOR:

TRI-TOWERS ROTUNDA ROSIE'S GRILLE AND GROCERY RENOVATIONS

KSU - 20L062

OFFICE OF THE UNIVERSITY ARCHITECTSUITE 101 HARBOURT HALL

613 LOOP ROAD, PO BOX 5190

00A000

00A000

00A000

00A000

BUILDING SECTIONREFERENCE

SECTION CUTREFERENCE

ENLARGED PLAN/DETAILREFERENCE

00A000

00A000

00

00 00

000ROOM NAME

EXTERIORELEVATIONREFERENCE

INTERIORELEVATIONREFERENCE

ROOM NAME & NUMBER

1

000 DOOR NUMBER

WALL TYPE

0'-00"0 CEILING HEIGHT/TYPE

A EXTERIOR WINDOW TYPE

1 INTERIOR WINDOW TYPE

KENT, OH 44242-0001

PROJECT AREA

GENERAL NOTES

1. THE VARIOUS DRAWINGS COMPRIMISING THIS SET OF DRAWINGS ARE INTERDEPENDENT AND MUST BE USED JOINTLY TO EXECUTE THE WORK.

2. WHERE DISCREPANCIES OCCUR BETWEEN FLOOR PLANS, DETAILS AND LARGER SCALE PLANS, CONTRACTOR SHALL CONSULT THE ARCHITECT FOR CLARIFICATION. WHERE DISCREPANCIES OCCUR BETWEEN ARCHITECTURAL AND ALL OTHER DRAWINGS, CONTRACTOR SHALL CONSULT THE ARCHITECT FOR INTERPRETATIONS.

3. EXISTING BUILDING INFORMATION IS BASED ON ORIGINAL CONSTRUCTION DOCUMENTS AND IS NOT INTENDED TO REPRESENT EXISTING "AS-BUILT" CONDITIONS. CONTRACTORS SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS.

4. CONSTRUCTION SHALL CONFORM WITH ALL APPLICABLE LOCAL, COUNTY, AND STATE CODES AND ORDINANCES. IF A CONFLICT EXISTS BETWEEN THESE DOCUMENTS AND THE CODE, IMMEDIATELY CONTACT THE ARCHITECT.

5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. IF A DISCREPENCY OCCURS, IMMEDIATELY CONTACT THE ARCHITECT.

6. ANY ITEM MENTIONED IN THE PROJECT SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS, OR SHOWN IN THE DRAWINGS BUT NOT IN THE PROJECT SPECIFICATIONS, WILL BE INTERPRETED AS BEING IN BOTH. IF THERE IS A QUESTION AS TO WHICH MATERIAL TO USE, THE CONTRACTOR MUST CHOOSE THE MATERIAL OF HIGHER QUALITY.

Aaron W. Thompson, License #12400Expiration Date: 12/31/2021

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Issue DescriptionDate

Prepared For

C Copyright Domokur Architects All Rights Reserved

4651 Medina Road

Akron, Ohio 44321-1315

p 330.666.7878

f 330.666.6061

www.domokur.com

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TITLE SHEET, VICINITY MAP, DRAWINGINDEX

RMS

2019128

OFFICE OF THE UNIVERSITY ARCHITECT

KSU PROJECT NO. KSU-20L062

2020

TRI-TOWERS ROTUNDAROSIE'S GRILLE AND GROCERYRENOVATIONS

SUITE 101 HARBOURT HALL613 LOOP ROAD, PO BOX 5190

AWT

KENT, OH 44242-0001

G100 TITLE SHEET, VICINITY MAP, DRAWING INDEXG101 CODE DATAC100 CONTRACTOR USE OF SITE PLAND100 DEMOLITION PLANSA000 SCHEDULES AND DETAILSA100 FIRST FLOOR PLANA101 ENLARGED PLANS AND INTERIOR ELEVATIONSA102 ENLARGED PLANS AND INTERIOR ELEVATIONSA103 ENLARGED PLANS AND INTERIOR ELEVATIONSA400 REFLECTED CEILING PLAN AND DETAILSA600 FINISH LEGEND AND FINISH SCHEDULEA601 INTERIOR DETAILSA602 INTERIOR DETAILSA603 INTERIOR DETAILSFP0.1 FIRE PROTECTION GENERAL NOTES, SYMBOL LEGEND AND DETAILSFP1.1 DEMOLITION/NEW WORK - FIRST FLOOR - FIRE PROTECTIONP0.1 PLUMBING GENERAL NOTES, SYMBOL LEGEND AND DETAILSP1.1 NEW WORK - FIRST FLOOR PLAN - FIRE PROTECTIONM0.1 MECHANICAL GENERAL NOTES, SYMBOL LEGEND AND DETAILSM1.1 DEMOLITION/NEW WORK - FIRST FLOOR PLAN - HVACE0.1 ELECTRICAL GENERAL NOTES, SYMBOL LEGEND AND DETAILSE1.1 DEMOLITION/NEW WORK - FIRST FLOOR PLAN - LIGHTINGE1.2 DEMOLITION/NEW WORK - FIRST FLOOR PLAN - POWER/SYSTEMSE1.3 OVERALL FIRST FLOOR PLAN - ELECTRICALE2.1 ELECTRICAL SCHEDULES AND DETAILSE2.2 ELECTRICAL DETAILS

1 03/11/2020 ISSUED FOR BID AND PERMIT

FACP

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OBC CODE DATA CODE REVIEW: OHIO BUILDING CODE (OBC) 2018 EDITION.

BUILDING DEPARTMENT JURISDICTION = OHIO DEPARTMENT OF COMMERCE/DIVISION OF INDUSTRIAL COMPLIANCE, BUREAU OF BUILDING CODE COMPLIANCE.

OBC 302.1 - USE AND OCCUPANCY CLASSIFICATION, GENERAL:ASSEMBLY GROUP A-3, (OBC 303.1) MOST RESTRICTIVE.

OBC TABLE 503 - ALLOWABLE HEIGHT AND BUILDING AREA:GROUP A-3, CONSTRUCTION TYPE 1B, 11 STORIES, 160', UNLIMITED AREA.

OBC 504.2 - AUTOMATIC SPRINKLER SYSTEM HEIGHT INCREASE:BUILDING IS EQUIPPED THROUGHOUT W/ AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE W/ SECTION 903.3.1.1. HEIGHT IS EXISTING.

OBC 506.1 - AREA MODIFICATION, GENERAL: NOT REQ'D.

OBC 506.2 - FRONTAGE AREA INCREASE: NOT REQ'D.

OBC 506.3 - AUTOMATIC SPRINKLER SYSTEM AREA INCREASE:BUILDING IS EQUIPPED THROUGHOUT W/ AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1.AREA INCREASE IS NOT REQ'D.

PROPOSED BUILDING HEIGHT: UNCHANGED BY INTERIOR ALTERATIONS.PROPOSED BUILDING AREA(S) AS FOLLOWS:

AREA WITHIN INTERIOR FINISH OF EXTERIOR WALLS:EXISTING FIRST FLOOR LEVEL: 25,075 SFEXISTING SECOND FLOOR LEVEL: 25,075 SFEXISTING TOTAL AREA: 50,150 SF

AREA WITHIN INTERIOR FINISH OF EXTERIOR WALLS:ALTERATION FIRST FLOOR LEVEL: 7,620 SFALTERATION SECOND FLOOR LEVEL: 13,074 SFALTERATION TOTAL AREA: 20,694 SF

OBC 508.2.5 - INCIDENTAL USE SEPARATION:AUTOMATIC SPRINKLER SYSTEM IS EXISTING AND IS PROVIDED IN ALL SPACES, INCLUDING MECHANICAL ROOMS, LAUNDRY ROOMS, AND STORAGE ROOMS. EXISTING SYSTEM SHALL BE MODIFIED AS REQUIRED TO AVOID CONFLICTS WITH NEW WORK.

OBC 508.3 - NON-SEPARATED OCCUPANCIES:THE BUILD SHALL BE CLASSIFIED AS NON-SEPARATED OCCUPANCIES AND IS IN COMPLIANCE WITH THE PROVISIONS OF OBC 508.3.1 AND THE MOST RESTRICTIVE OCCUPANCY OF EACH FLOOR (A-3).

OBC TABLE 601 - FIRE-RESISTANCE RATING FOR BUILDING ELEMENTS: TYPE 1B, NON-COMBUSTIBLE

STRUCTURAL FRAME: 2 HR.BEARING WALLS (EXTERIOR): 2 HR.BEARING WALLS (INTERIOR): 2 HR.NONBEARING WALLS AND PARTITIONS (EXTERIOR): 0 HR.

PER OBC TABLE 602NONBEARING WALLS AND PARITITIONS (INTERIOR): 0 HR.FLOOR CONSTRUCTION: 2 HR.ROOF CONSTRUCTION: 1 HR.

OBC TABLE 602 - FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE:SEPARATION DISTANCE FROM EXISTING RESIDENTIAL TOWERS: 44'-0" CONSTRUCTION TYPE 1B, RATING REQUIRED: 0 HOURS.

OBC 603.1 - ALLOWABLE COMBUSTIBLE MATERIALS:FIRE RETARDANT TREATED WOOD SHALL BE PERMITTED IN NON BEARING PARTITIONS WHERE FIRE-RESISTANCE RATING IS 2-HOURS OR LESS AND NON BEARING EXTERIOR WALLS WHERE NO FIRE RATING IS REQUIRED.

OBC 708.4 - FIRE RESISTANCE RATING - SHAFT ENCLOSURES:ALL WORK IMPACTING THE EXISTING STAIR SHAFT ENCLOSURES SHALL HAVE A 1 HOUR RATING IN COMPLIANCE WITH OBC 708.1 OR SHALL RESTORE THE EXISTING RATING OF THE AFFECTED SHAFT.

OBC TABLE 803.9 - INTERIOR WALL AND CEILING FINISH REQUIREMENTS: GROUP A-3, SPRINKLERED:

EXIT ENCLOSURES AND EXIT PASSAGEWAYS BCORRIDORS BROOMS AND ENCLOSED SPACES C

OBC 804.4 - INTERIOR FLOOR FINISH REQUIREMENTS:GROUP A-3, SPRINKLERED: MATERIALS COMPLYING WITH DOC.FF-1 "PILL TEST".

OBC 903 - AUTOMATIC SPRINKLER SYSTEMS:AUTOMATIC SPRINKLER SYSTEM EXISTING AND MAINTAINED.

OBC 907 - FIRE ALARM AND DETECTION SYSTEMS:F.A. AND DETECTION SYSTEM IS EXISTING AND MAINTAINED.

OBC TABLE 1021.1 - MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD:OCCUPANT LOAD LESS THAN 501, MINIMUM NUMBER OF EXITS THEREFORE 2. TWO ENCLOSED AND ONE UNENCLOSED EXITS EXISTING.

OBC 1104.1 - ACCESSIBLE ROUTE, SITE ARRIVAL POINTS:EXISTING PROVISIONS TO REMAIN UNALTERED.

OBC 1105.1 - ACCESSIBLE PUBLIC ENTRANCES:REFER TO FLOOR PLAN FOR ACCESSIBLE ENTRANCE(S).

OBC TABLE 1106.1 - ACCESSIBLE PARKING SPACES:N/A

OBC 1106.5 - VAN ACCESSIBLE PARKING SPACES: N/A

OBC 1301.1.1 - ENERGY EFFICIENCY CRITERIA: N/A

OBC TABLE 1007.2 - ACCESSIBLE MEANS OF EGRESS, CONTINUITY AND COMPONENTS: TO REMAIN UNALTERED.REFER TO CODE DATA FLOOR PLANS FOR ACCESSIBLE MEANS OF EGRESS CONTINUITY AND COMPONENTS INCLUDING ACCESSIBLE ROUTES, INTERIOR EXIT STAIRWAYS, ELEVATORS, AREA OF REFUGE, AND STAIRWAYS.

OBC TABLE 2902.1 - MINIMUM NUMBER OF REQ'D PLUMBING FIXTURES: EXISTING TOILETS ARE LOCATED IN THE UNALTERED PORTION OF EACH FLOOR.

OBC CHAPTER 3404.1 - EXISTING BUILDING ALTERATIONS:ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE IS NO LESS COMPLYING WITH THE PROVISIONS OF THIS CODE THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE ALTERATION.

OBC TABLE 1004.1 - DESIGN OCCUPANT LOAD

FIRST FLOOR ALTERATION AREA:RM. 111 C-STORE DINER (A-2) 3,397 SF/15 = 227 OCC.

OBC 1005.1 - EGRESS WIDTH PER OCCUPANT SERVED:STAIRWAYS: 0.3 INCHESOTHER EGRESS COMPONENTS 0.2 INCHESROTUNDA: EXIT SYSTEMS REMAIN UNALTERED

OBC 1007.1 - ACCESSIBLE MEANS OF EGRESS: EXISTING ACCESSIBILITY SYSTEMS TO REMAIN UNALTERED AND NEW SYSTEMS ARE NOT REQUIRED IN ALTERATIONS TO EXISTING BUILDINGS PER EXCEPTION 1.

OBC 1008.1.7 - DOOR THRESHOLDS SHALL NOT EXCEED 1/2" IN HEIGHT. REFER TO SPECIFICATIONS AND FIGURE 'A' THIS SHEET.

OBC 1008.1.8 - DOOR ARRANGEMENT:SPACE BETWEEN TWO DOORS IN A SERIES SHALL BE 48 INCHES MIN. PLUS THE WIDTH OF A DOOR SWINGING INTO THE SPACE.

OBC 1008.1.9 - EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.

OBC 1008.1.9.1 - DOOR HANDLES SHALL BE LEVER TYPE. REFER TO SPECIFICATIONS AND FIGURE 'B' ON THIS SHEET.

OBC 1014.3 - COMMON PATH OF EGRESS TRAVEL:REFER TO CODE DATA FLOOR PLANS FOR COMMON PATH OF EGRESS TRAVEL OF LESS THAN 75' (LESS THAN 100' FOR GROUP [B] AND [S]) EQUIPPED W/ AUTOMATIC SPRINKLER SYSTEM.

OBC TABLE 1015.1 - SPACES W/ ONE MEANS OF EGRESS:TWO OR MORE EXITS PROVIDED WHERE MAXIMUM OCCUPANT LOAD EXCEEDS 49 FOR GROUPS 'A' AND 'B' OCCUPANCIES AND 29 FOR GROUP 'S' OCCUPANCIES.

OBC 1015.2 - EXIT OR EXIT ACCESS DOORWAY ARRANGEMENT:REFER TO CODE DATA FLOOR PLANS FOR SEPARATION DISTANCE NOT LESS THAN 1/3 THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED.

OBC 1016.1 - EXIT ACCESS TRAVEL DISTANCE:GROUPS 'A' AND 'S-1': 250'; GROUP 'B': 300', SPRINKLERED.

OBC 1018.1 - CORRIDOR FIRE-RESISTANCE RATING:GROUPS 'A', 'B', AND 'S', SPRINKLERED: 0 HR.

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A

B

C

PROJECT AREA SHOWN SHADED

EATD

= 6

3'-8

"

C-STORE/DINER111

EATD = 178'-0"

GENERAL NOTES

A. SEE SHEET A000 FOR ROOM IDENTIFICATION SIGNAGE.

OBC CODE PLAN SYMBOL LEGEND

100OCCUPANCY

00(0.00)

INDICATES OCCUPANCY TYPE PER OBC TABLE 1004.1.1

INDICATES ACTUAL OCCUPANT LOAD PER OBC 1004.1.1

INDICATES CALCULATED OCCUPANT LOAD PER OBC TABLE 1004.1.1

MEANS OF EGRESS INDICATED THUS:

COMMON PATH OF EGRESS TRAVEL (OBC 1014.3) INDICATED THUS:

EXIT ACCESS TRAVEL DISTANCE (OBC 1016.1) INDICATED THUS:

CPET = 75'

EATD = 250'

ALUMINUM DOOR THRESHOLD - ADA COMPLIANT ALUMINUM STOREFRONT MFR.STANDARD BUTT HUNG ALUMINUM THRESHOLD

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C

EATD = 211'-5"

EATD = 107'-9"

CPET = 72'-2"

CPET

= 7

2'-1

1"

CPET = 69'-1"EATD = 114'-8"

BASIS-OF-DESIGN PRODUCT, BEST ACCESS SYSTEMS OFFLINE SERIES ELECTRONIC LOCK W/ LEVER TRIM


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Project No:

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4651 Medina Road


p 330.666.7878

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3/10

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G101

CODE DATA

RMS

2019128



2020



AWT

KENT, OH 44242-0001

SCALE: 1" = 20'-0"G101A2 FIRST FLOOR CODE DATA PLAN

FIGURE A

SCALE: 1" = 20'-0"G101A9 SECOND FLOOR CODE DATA PLAN

NORTH NORTH

FIGURE B


REF.

FACP

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LEEBRICK (OCCUPIED)

WRIGHT (OCCUPIED)

KOONCE (OCCUPIED)

LEEBRICK DRIVE

LOOP ROAD

MAINTAIN OPEN TRAFFICLANES AT ALL TIMES

NO CONSTRUCTION VEHICLES SHALLOCCUPY EXISTING WALKS, TYP.

NO CONSTRUCTION VEHICLES SHALLOCCUPY EXISTING WALKS, TYP.

ACCESS TO PROJECT SITE VIA LEEBRICK HALL, PROVIDE FLOORING PROTECTION OVER ALL CARPETS, MIN. 1/8" HARDBOARD W/ TAPED JOINTS O/ 6 MIL. POLY.

ROTUNDA

EXISTING LOADING DOCK AND DELIVERY DRIVE TO REMAIN CLEAR FOR KSU ACCESS. OWNER'S DELIVERIES TAKE PRECEDENCE AND WILL INCREASE WITH START OF FALL 2020 SEMESTER

PROPOSED LOCATION FOR TRASH DUMPSTER, COORDINATE FINAL LOCATION WITH KSU

CONTRACTOR PARKING SHOWN SHADED, COORDINATE FINAL SPACES WITH KSU

NO CONTRACTOR ACCESS VIA KOONCE HALL

NO CONTRACTOR ACCESS VIA MAIN ENTRY

NO CONTRACTOR ACCESS VIA WRIGHT HALL

CONSTRUCTION BARRIER AT EXISTING OPENING, MIN. 6 MIL. POLY O/ 2X4 STUD FRAMING AT 24" O.C. W/ TEMP. DOOR(S)

GENERAL NOTESA. ALL WORK INDICATED BY DRAWING NOTE IS NEW UNLESS

SPECIFICALLY INDICATED AS EXISTING (EXIST.)

B. EACH CONTRACTOR IS RESPONSIBLE TO PROVIDE ADEQUATE AND SUBSTANTIAL PROVISIONS TO PROTECT THE BUILDING AND FINISHED SURFACES SCHEDULED TO REMAIN, BOTH INTERIOR AND EXTERIOR, FROM DAMAGE DURING DELIVERY OF EQUIPMENT AND DISPOSAL OF MATERIALS. ALL DAMAGED SURFACES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION.

C. LAWN AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY THE CONTRACTOR TO MATCH THEIR ORIGINAL CONDITION.

D. SIDEWALK DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY CONTRACTOR W/ CONSTRUCTION MATCHINGEXISTING ADJACENT CONSTRUCTION. SAWCUT DAMAGED SIDEWALK MATERIALS AT NEAREST CONTROL JOINT OUTSIDE OF DAMAGED AREAS.

E. VEHICLE PAVEMENTS DAMAGED BY CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR W/ CONSTRUCTION MATCHING EXISTING ADJACENT CONDITIONS. SAWCUT EXISTING ROADWAY PAVEMENTS AT SOUND MATERIALS OUTSIDE OF DAMAGED AREAS.

F. CONTRACTOR TO PROVIDE STORMWATER INLET PROTECTION ADJACENT TO ALL AREAS OF DISTURBED SOIL. PROTECTION SHALL CONSIST OF GEOTEXTILE FABRIC WRAPPED OVER INLET GRATING AND STRAWBALES POSITIONED AND TIED TOGETHER AT EXPOSED SIDES OF INLET. MAINTAIN IN COMPLIANCE WITH ALL FEDERAL AND LOCAL SWPPP REGULATIONS.

G. CONTRACTOR TO CONTRACT WITH PRIVATE UTILITY LOCATING SERVICE TO IDENTIFY AND MARK EXISTING SITE UTILITIES.

H. THE ENTIRE CAMPUS IS SMOKE FREE. SMOKING, INCLUDING THE USE OF SMOKELESS TOBACCO, SHALL BE PROHIBITED AT ALL TIMES.

I. COORDINATE DUMPSTER LOCATION WITH CONSTRUCTION MANAGER AND OWNER.

J. CONTRACTOR PARKING SHALL BE WHERE INDICATED. VEHICLES VIOLATING OR ABUSING PARKING PRIVILEGES WILL BE TICKETED AND TOWED AT THE VEHICLE OWNER'S EXPENSE. REFER TO SPECIFICATIONS FOR PARKING PERMIT COSTS BORNE BY EA. CONTRACTOR.

K. COORDINATE TEMPORARY TOILET LOCATION WITH THE CONSTRUCTION MANAGER AND OWNER.

L. CONTRACTOR ACCESS SHALL BE LIMITED TO ENTRANCES INDICATED THUS:

ALL OTHER ENTRANCES AND DOORWAYS SHALL REMAIN CLEAR AND FOR THE SOLE USE BY KSU.

M. CONSTRUCTION AND DELIVERY VEHICLES SHALL OCCUPY ONLY THE AREAS IDENTIFIED ON THE PLAN. ALL OTHER AREAS SHALL REMAIN CLEAR AND FOR THE SOLE USE BY KSU.

N. NO VEHICLES WILL BE PERMITTED TO OCCUPY ANY EXISTING STREET OR WALK UNLESS APPROVED BY OWNER.

O. JOB SITE STORAGE AND STAGING AREAS ARE LIMITED. COORDINATE WITH CONSTRUCTION MANAGER.


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Project No:

Drawn By:


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4651 Medina Road


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www.domokur.com

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C100

CONTRACTOR USE OF SITE PLAN

Author

2019128



2020



AWT

KENT, OH 44242-0001

SCALE: 1/32" = 1'-0"C100A1 SITE PLAN

NORTH


A. THE ORDER OF THE DEMOLITION NOTES IS NOT INTENDEDTO IMPLY THE ORDER OF THE WORK.

B. THESE DOCUMENTS HAVE BEEN PREPARED BASED UPONVISIBLE CONDITIONS AVAILABLE FOR INSPECTION ANDOWNER'S RECORD DOCUMENTS. CERTAIN AREAS ANDPROPORTIONS OF THE WORK MAY VARY FROM CONDITIONS INDICATED HEREIN WHEN UNCOVERED AT THE SITE. EACH CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND PROMPTLY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.

C. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO INITIATING WORK. COORDINATE LIMITS OF DEMO WORK WITH REQUIREMENTS OF NEW WORK.

D. REFER TO FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS AS WELL AS ARCHITECTURAL DETAILS FOR THE EXTENT OF DEMOLITION REQUIRED TO COMPLETE THE FINISHED INTENT AND FOR DEMOLITION NOT SHOWN ON THIS SHEET. COORDINATE ALL DEMOLITION WITH ALL TRADES.

E. PROVIDE SHORING, BRACING OR SUPPORT TO PREVENTMOVEMENT, SETTLEMENT OR COLLAPSE OF AREAS TO REMAIN DURING AND SUBSEQUENT TO DEMOLITION.

.F. THE CONTRACTOR SHALL ERECT TEMP. FENCES, PARTITIONS AND

BARRIERS AS REQUIRED TO MAINTAIN PUBLIC SAFETY AND HEALTH, AS WELL AS TO MAINTAIN EGRESS AND EXIT REQUIREMENTS. THE EXISTING FACILITY IS TO REMAIN OCCUPIED AND IN USE DURING CONSTRUCTION. THE EXISTING WORK AREA IS TO REMAIN AVAILABLE FOR THE OWNER'S STAFF AND OTHER CONTRACTORS DURING CONSTRUCTION . NO TEMPORARY FACILITIES OR STRUCTURES SHALL INTERFERE WITH MEANS OF EGRESS.

G. THE CONTRACTOR SHALL ERECT TEMPORARY DUST PARTITIONS OR TEMPORARILY RETAIN EXISTING PARTITIONS AS REQUIRED AND PROVIDE VENTILATION EQUIPMENT TO PREVENT THE MIGRATION OF DUST AND DEBRIS AND TO SEPARATE PUBLIC AND/OR OCCUPIED AREAS FROM WORK AREAS.

H. DURING CONSTRUCTION AND NEW WORK PROCEDURES, THE ENTIRE WORK AREA SHALL BE CLEAN OF ALL DUST, DIRT, AND OTHER DEBRIS BEFORE APPLICATION OF ANY NEW MATERIALS AND/OR FINISHES.

I. COORDINATE JOB SCHEDULE W/ OWNER'S REQUIREMENTS FOR COMPLETION AND CONTINUED OCCUPANCY. ALLOW FOR THE TEMPORARY PROVISIONS FOR OWNER'S CONTINUED OCCUPANCY AND USE.

J. EACH CONTRACTOR IS RESPONSIBLE TO PROVIDE ADEQUATE AND SUBSTANTIAL PROVISIONS TO PROTECT THE BUILDING AND FINISHED SURFACES SCHEDULED TO REMAIN, BOTH INTERIOR AND EXTERIOR, FROM DAMAGE DURING DELIVERY OF EQUIPMENT AND DISPOSAL OF MATERIALS. ALL DAMAGED SURFACES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. NO VEHICLES WILL BE PERMITTED TO OCCUPY ANY EXISTING STREET OR WALK UNLESS APPROVED BY OWNER AND AUTHORITIES HAVING JURISDICTION.

K. THE CONTRACTOR SHALL LOCATE, IDENTIFY AND PROTECT ALL UTILITY DISTRIBUTION SERVICES AS REQUIRED PRIOR TO COMMENCING THE WORK AND SHALL NOTIFY ALLSUBCONTRACTORS OF THE SAME. THE CONTRACTOR SHALL IDENTIFY AND PROTECT ALL UTILITY DISTRIBUTION SERVICES EXPOSED DURING PROGRESS OF THE WORK.

L. LOCATIONS OF EXISTING STORM, SANITARY, GAS, WATER,ELECTRIC, AND OTHER UTILITY LINES INDICATED AREAPPROXIMATE. COORDINATE ALL WORK WITH THE AFFECTEDUTILITY COMPANIES PRIOR TO INITIATION OF ANY DEMOLITION.

M. IF DURING THE COURSE OF DEMOLITION, UNSTABLE CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND NOTIFY THE ARCHITECT OF SUCH CONDITIONS.

N. REMOVE ALL ITEMS WITH CARE AND FOR POSSIBLE SALVAGE. THE OWNER MAINTAINS FIRST RIGHT OF REFUSAL FOR ALL ITEMS SCHEDULED TO BE REMOVED. PROTECT AND PROPERLY STORE ALL ITEMS TO BE RE-INSTALLED IN NEW WORK.

O. UNLESS OTHERWISE STATED, PATCHING AND REPAIR OF AREAS TO REMAIN IN SERVICE FOLLOWING DEMOLITION, INCLUDING REQUIRED TOUCH-UP FOLLOWING THE INSTALLATION OF NEW WORK, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PATCH ALL OPENINGS RESULTING FROM THE REMOVAL OF EXISTING STRUCTURAL, FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL WORK. COORDINATE WITH ADDITIONAL WORK SHOWN ON FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS.

P. PATCH AND REPAIR ALL EXISTING FLOOR SYSTEMS AS REQUIRED AND AT ALL LOCATIONS OF DEMOLISHED WALLS, PARTITIONS, FIXTURES, EQUIPMENT, FLOORING AND/OR ANCHORAGE/FASTENINGS. PREPARE ALL EXISTING FLOORS TO RECEIVE NEW FLOOR FINISHES. UNLESS OTHERWISE INDICATED PATCH FLOORS TO MATCH ADJACENT EXISTING SURFACES.

Q. PATCH ALL WALLS AND FLOORS NECESSARY TO ACCEPT NEW FINISHES OR TO MATCH EXISTING ADJACENT FINISHES (TO REMAIN).

SHEET SPECIFIC NOTES

THE FOLLOWING NOTES APPLY TO THIS SHEET ONLY:

GENERAL NOTES

NOTE 1

NOTE 1

NOTE 1

NOTE 2

NOTE 3

NOTE 4NOTE 4

NOTE 5NOTE 5NOTE 5

NOTE 6NOTE 6

NOTE 6

NOTE 6NOTE 6

NOTE 10NOTE 10

NOTE 11

NOTE 11

NOTE 11

NOTE 11

NOTE 13

NOTE 17

NOTE 18

NOTE 19

NOTE 6

NOTE 7

NOTE 8

NOTE 9

NOTE 12NOTE 12NOTE 12

NOTE 14NOTE 14NOTE 14

NOTE 15

NOTE 15NOTE 15

NOTE 16

NOTE 16NOTE 16NOTE 16NOTE 16


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D100

DEMOLITION PLANS

Author

2019128



2020



AWT

KENT, OH 44242-0001

SCALE: 1/8" = 1'-0"D100A8 DEMOLITION FLOOR PLAN

SCALE: 1/8" = 1'-0"D100A1 DEMOLITION REFLECTED CEILING PLAN

1 REMOVE PARTIAL HEIGHT PARTITION COMPLETE.2 REMOVE PARTITION TO UNDERSIDE OF SOFFIT. PROTECT

EXIST. SOFFIT TO REMAIN.3 REMOVE POINT OF SALE MILLWORK COMPLETE INCLUDING

POWER AND DATA CONNECTIONS.4 REMOVE SEATING COUNTER MILLWORK COMPLETE

INCLUDING COUNTER, FOOT REST AND VERTICALPARTITION.

5 REMOVE TRASH RECEPTACLES COMPLETE. SALVAGE FORREINSTALLATION AND REUSE.

6 REMOVE RETAIL DISPLAY FIXTURES. SALVAGE FORREINSTALLATION AND REUSE. MERCHANDISE PREVIOUSLYREMOVED BY OWNER.

7 REMOVE OPEN GRID CEILING SUSPENSION SYSTEMCOMPLETE INCLUDING HANGERS.

8 PROTECT EXIST. SOFFIT TO REMAIN.9 REMOVE CEILING PANELS AND GRID IN PREPARATION FOR

NEW WORK. SALVAGE PANELS AND GRID FORREINSTALLATION AND REUSE. REMIT UNUSED PANELS TOOWNER FOR ATTIC STOCK.

10 REMOVE CERAMIC FLOOR TILE AND VINYL PLANKFLOORING WITHIN LIMITS OF NEW FOOD SERVICPARTITIONS AND MILLWORK. COORDINATE LIMITS W/ NEWWORK PLANS.

11 APPROX. TRANSITION BETWEEN CERAMIC FLOOR TILE ANDVINYL PLANK FLOORING.

12 REMOVE SURFACE MOUNTED LINEAR LIGHT FIXTURE.SALVAGE AND REMIT TO OWNER FOR ATTIC STOCK.

13 REMOVE PARTIAL HEIGHT STAINLESS STEEL WALLCLADDING, STAINLESS STEEL CORNER GUARDS ANDASSOCIATED GYP. BD. SUBSTRATE, TYPICAL FOUR (4) SIDESOF COLUMN ENCLOSURE.

14 REMOVE PENDANT LIGHT FIXTURE. REMOVE CUTACOUSTICAL CEILING PANELS ASSOCIATED W/ FIXTURELOCATION.

15 REMOVE PENDANT LIGHT FIXTURE. PROVIDE BLANK COVERAT ASSOCIATED J-BOX. MAINTAIN AND REVISE WIRING INORDER TO MAINTAIN CONTINUITY OF POWER TO OTHERFIXTURES TO REMAIN ON CIRCUIT.

16 EXISTING PENDANT LIGHT FIXTURES TO REMAIN.17 REMOVE STAINLESS STEEL WALL PROTECTION RAIL.18 PROTECT EXIST. FIXED BAR STOOLS TO REMAIN.19 REMOVE AND REINSTALL EXIST. SEATING BOOTH AS

REQUIRED BY NEW WORK.

NORTH NORTH

PROVIDE TEMPORARY PROTECTION AT EXISTING FIRE ALARM DEVICES AND SPRINKLER HEADS. ZONING OF EXIST. SYSTEMS PREVENT ISOLATING WORK AREA FROM REMAINDER OF ROTUNDA AND TRI-TOWERS COMPLEX. FIRE ALARM AND SPRINKLER SYSTEMS MUST BE MAINTAINED FOR THE REST OF THE COMPLEX. THEREFORE, THE WORK AREA SHALL BE ACTIVELY MONITORED FOR THE ENTIRE DURATION OF CONSTRUCTION.


2" 2"

SCHEDULESEE

2"SE

E SC

HED

ULE

AA

2"

DOOR

SEE PLANVARIES

H.M. FRAME

METAL STUDS

DO

OR

HEI

GH

T

5/8" GYP. BD.

2"

DOOR

SEE PLANVARIES

WALL ANCHOR

H.M. FRAME

METAL STUDS

5/8" GYP. BD.

SEALANT - TYP. BOTH SIDES

INTERIOR PARTITION - 5/8" CEMENT BD. O/ 6" MTL. STUDS AT 16" O.C. FRAMING AND CEMENT BD. TO 6" ABOVE FINISH CEILING.

2

GENERAL NOTES

INTERIOR PARTITION - 5/8" GYP. BD. O/ 3-5/8" MTL. STUDS AT 16" O.C. 5/8" CEMENT BD. O/ OPPOSITE FACE. FRAMING FULL HEIGHT TO UNDERSIDE OF STRUCTURE. GYP. AND CEMENT BD. TO 6" ABOVE FINISH CEILING.

INTERIOR PARTITION - SAME AS WALL TYPE 1 ABOVE EXCEPT 5/8" CEMENT BD. BOTH SIDES OF MTL. STUDS.

1

1A

A. EACH CONTRACTOR SHALL BE RESPONSIBLE TO FIRESTOP THEIR OWN PENETRATIONS THRU FIRE RATED WALL AND FLOOR ASSEMBLIES. REFER TO CODE DATA SHEETS FOR LOCATIONS OF FIRE RATED ASSEMBLIES.

B. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL PLUMBINGFIXTURE LOCATIONS UNLESS A TILE FINISH OCCURS WHICH REQUIRES A TILE BACKER BOARD. EXTEND MINIMUM 3 FEET IN EACH DIRECTION FROM THE CENTERLINE OF THE FIXTURE HORIZ. AND FROM THE FLOOR TO 8'-0" A.F.F. VERTICALLY.

C. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL LOCATIONS THAT ARE BELOW GRADE.

D. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL VERTICAL OR HORIZONTAL PIPE CHASES

E. DIMENSIONS ARE TO FACE OF FINISHED WALL UNLESS NOTED OTHERWISE.

F. PROVIDE BLOCKING IN WALLS FOR WALL MOUNTED ITEMS,INCLUDING ITEMS PROVIDED BY OWNER.

6"

PLAN DIM.4 7/8"

6"

PLAN DIM.6 5/8"

REF

ER T

O E

LEVA

TIO

NS

1"

SEE PLAN

PARTIAL HT. INTERIOR PARTITION - 5/8" GYP. BD. O/ 3-5/8" MTL. STUDS AT 16" O.C. WALL CAP AS NOTED ON PLANS AND/OR INTERIOR ELEVATIONS.

3PARTIAL HT. INTERIOR PARTITION - 1/2" GYP. BD. O/ 3/4" F.R.T. PLYWOOD O/ GROCERY STORE FACE O/ 3-5/8" MTL. STUDS AT 16" O.C. 5/8" GYP. BD. O/ OPPOSITE FACE. WALL CAP AS NOTED ON PLANS AND/OR INTERIOR ELEVATIONS.

1"

1"

COUNTERTOP AND BACKSPLASH SHOWN DASHED MAY OCCUR

REF

ER T

O E

LEVA

TIO

N

GRILLE GROCERY

4

1"

PARTIAL HT. INTERIOR PARTITION - 5/8" GYP. BD. O/ BOTH SIDES OF 3-5/8" MTL. STUDS AT 16" O.C. GYP. BD. RETURN AT PARTITION TOP. BRACE PARTITION PER ELEVATIONS AND STEEL POST DETAIL THIS SHEET.

5

PLAN DIM.4 7/8"

REF

ER T

O E

LEVA

TIO

N

REF

ER T

O E

LEVA

TIO

N

1 1/4" 5 1/2" 1 1/4"

3/4"

2 1/

8"

3/4"

3 5/

8"

8"

PLAN

(4) 1/2" DIA. A.B.

4'-0

"

HSS 3x3x1/4

BASE PL. 1/2"x8x3-5/8"5/16"

ELEVATION


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A000

SCHEDULES AND DETAILS

Author

2019128



2020



AWT

KENT, OH 44242-0001

DOOR & FRAME SCHEDULE

DOOR FRAMEFIRE

LABEL HDW REMARKSDOOR

NO. ROOM NAMEROOM

NO. TYPESIZE

MAT'L GLAZ.DETAIL

MAT'L TYPEWD HT THK HEAD JAMB SILL111 FOOD PREPARATION 111 A 3'-0" 7'-0" 1 3/4" PL. LAM. -- H-1 J-1 - HM A - SEE BELOW GALV. DOORFRAME

SCALE: 1/4" = 1'-0"A000A9 FRAME TYPES

SCALE: 1/4" = 1'-0"A000A7 DOOR TYPES

SCALE: 1 1/2" = 1'-0"A000A11 H-1 DOOR HEAD

SCALE: 1 1/2" = 1'-0"A000A13 J-1 DOOR JAMB

DOOR HARDWARE:HINGES - 1-1/2 PR., IVES, 5BB1 4.5 X 4.5 NRP, 652 FINISHWIFI LOCK - SARGENT, PASSPORT 1000 P2, 82277, INSTALLED BY OWNER (N.I.C.), 626 FINISHDOOR CLOSER - LCN, 4040 SERIES, PULL SIDE MOUNTING, ALUM. FINISH.KICK PLATE - IVES, 8400 10" X 1-1/2" LDW B-CS, 630 FINISH

SCALE: 12" = 1'-0"A000G11 INTERIOR SIGN TYPES

SCALE: 3/4" = 1'-0"WALL TYPES

SCALE: 3/4" = 1'-0"A000G9 DETAIL


REF.

FACP

C

H

DD

Sim

A9A101

Sim

A7A102

Sim

A9A103


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A100

FIRST FLOOR PLAN

Author

2019128



2020



AWT

KENT, OH 44242-0001

SCALE: 3/32" = 1'-0"A100A6 FIRST FLOOR OVERALL PLAN

NORTH


17a

20a

C

A101 E6

E9SM-30

SM-33

SM-31

SM-32

SM-36

A101

J12

SM-36

SM-36

SM-38

EXIST. SNEEZE GUARD

EXIST. SNEEZE GUARDS

EXIST. COUNTERTOP SODA DISPENSER

1/2" 3FORM PANEL, R-1, IN FRAMELESS SUSPENSION SYSTEM

EXIST. QUARTZ COUNTERTOP

EXIST. PAPER TOWEL AND SOAP DISPENSER

EXISTING COMMERCIAL KITCHEN EQUIPMENT

SM-35

FIRST FLOOR0"

SECOND FLOOR12'-8"

SM-30

SM-36

SM-37 SM-37 1/2" 3FORM PANEL, R-1, IN FRAMELESS SUSPENSION SYSTEM BEYOND

EXIST. SNEEZE GUARD

SM-36SM-36

SM-35

FIRST FLOOR0"

SECOND FLOOR12'-8"

SM-32

SM-31 SM-33

SM-36

F.V.

5'-2

"

SM-35

FIRST FLOOR0"

1/2" 3FORM PANEL, R-1, IN FRAMELESS SUSPENSION SYSTEM, ALIGN TOP OF PANEL W/ TOP OF EXIST. ADJACENT SNEEZE GUARD

EXIST. QUARTZ SILL

EXIST. SNEEZE GUARD

EXIST. OPNG - F.V.4'-1 1/2"

(F.V

.)3'

-8" +

/-

1"(F

.V.)

1'-4

" +/-

EXIST. GYP. BOARD SOFFIT

OPENOPEN OPEN

TV MONITOR MENU BOARD BY OWNER SUSPENDED ON POST BELOW OPEN ACOUSTICAL CEILING GRID


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A101

ENLARGED PLANS AND INTERIORELEVATIONS

Author

2019128



2020



AWT

KENT, OH 44242-0001

SCALE: 1/4" = 1'-0"A101A9 ENLARGED PLAN

SCALE: 1/4" = 1'-0"A101E9 ELEVATION

SCALE: 1/4" = 1'-0"A101E6 ELEVATION

FOODSERVICE EQUIPMENT SCHEDULE 1

MARK DESCRIPTION MANUFACTURER MODEL EXISTING / NEW FURNISHED BY INSTALLED BY COMMENTS

SM-30 Worktop Refrigerator w/ Drawers Continental Refrigerator SW48N-D NEW OWNER OWNERSM-31 Hand Sink -- -- EXISTING - -SM-32 KD Wall Shelf Advance Tabco AWS-KD-36 NEW CONTRACTOR CONTRACTOR 36" LENGTHSM-33 Underbar 2-Bay Sink w/ Drainboard Krowne 18-32L NEW CONTRACTOR CONTRACTORSM-35 Mega-Top Solid Door

Sandwich/Salad UnitTRUE FOOD SERVICEEQUIPMENT, INC.

TSSU-48-18M-B NEW OWNER OWNER

SM-36 Blender Blendtec Stealth 895 NBS NEW OWNER OWNERSM-36 Blender Blendtec Stealth 895 NBS NEW OWNER OWNERSM-36 Blender Blendtec Stealth 895 NBS NEW OWNER OWNERSM-37 Cup Dispenser, In-Counter Dispense-Rite ADJ-1.50 NEW CONTRACTOR CONTRACTOR PROVIDE S.S. MOUNTING FASCIA AND SUPPORTSM-37 Cup Dispenser, In-Counter Dispense-Rite ADJ-1.50 NEW CONTRACTOR CONTRACTOR PROVIDE S.S. MOUNTING FASCIA AND SUPPORTSM-38 Lid and Straw Organizer Dispense-Rite MCB-4BT NEW OWNER OWNER

SCALE: 1/2" = 1'-0"A101J12 ELEVATION

EXIST. SNEEZE GUARD

EXIST. SOAP AND TOWEL DISPENSER

NORTH


15

16

15a

17aA B C

A102A3

A102F7

A102K7

EXIST. SEATING BOOTH PARTITION

4

4

2'-5

"

5 1/

2"

1'-8

"

QUARTZ WALL CAP, SS-1

42'-0

"

5 1/

2"

QUARTZ COUNTERTOP W/ FULL HT. SPLASH, SS-1

7'-9" +/-

5 1/2"

17'-2 1/2"

5 1/2"

RELOCATED PL. LAM. TRASH RECEPTACLES, TYP. OF 3


2'-7

" QUARTZ WALL CAP, SS-1, TYP. BOTH SIDES

3

A11A601

5

7'-0

"

3'-8"F.V.1'-2" 3'-5"

F.V.

1'-2

"

RELOCATED GROCERY DISPLAY UNIT, COORDINATE FINAL LOCATION W/ OWNER

A102F3

ALIGN FACES, TYP. BOTH SIDES

EXIST. COLUMN ENCLOSURE

PARTITION STEEL POST BRACE PER DETAIL G9/A000, TYP. OF 2

4

ALIGN PARTITION W/ COLUMN CHAMFERED CORNER

5 1/

2"

2'-1

1" +

/-

FIRST FLOOR0"

SECOND FLOOR12'-8"

15a

2'-1

0"

QUARTZ WALL CAP, SS-1, TYP. BOTH SIDES

QUARTZ COUNTERTOP AND FULL HT. SPLASH, SS-1

LOCKING BASE CABINETS W/ PL. LAM. FINISH, PL-1

4'-0

"



B-1

FIRST FLOOR0"

SECOND FLOOR12'-8"

4'-6

"


3'-6

"


COUNTERTOP SUPPORT, TYP.

CONT. FOOT REST W/ WT-2 TILE FINISH

WT-2 TILE FINISH AT REAR WALL ONLY, PAINTED GYP. BD. AT SIDE RETURNS

PARTIAL HEIGHT PARTITION

A7A602

6'-0

"




PARTIAL HEIGHT PARTITION, PAINT P-1

B-1

P-1

FIRST FLOOR0"

SECOND FLOOR12'-8"

4'-6

"

QUARTZ WALL CAP, SS-1, TYP. BOTH SIDES

QUARTZ COUNTERTOP AND FULL HT. SPLASH, SS-1

LOCKING BASE CABINETS W/ PL. LAM. FINISH, PL-1

2'-1

0"4'-0

"

4'-0" 3'-10"1"

6'-0

"




PARTIAL HEIGHT PARTITION

B-1

SS-2

P-1

FIRST FLOOR0"

SECOND FLOOR12'-8"

15a

6'-0

"

PARTITIAL HEIGHT PARTITION, PAINT P-1



B-1


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A102


Author

2019128



2020



AWT

KENT, OH 44242-0001


SCALE: 1/4" = 1'-0"A102A3 ELEVATION

SCALE: 1/4" = 1'-0"A102F7 ELEVATION

SCALE: 1/4" = 1'-0"A102K7 ELEVATION

SCALE: 1/4" = 1'-0"A102F3 ELEVATION

NORTH


12

13a

C

A103

D9A103A2 A103

H9

A103K8

A103

K3

A103K13

111

2'-6

"

1

1A

2'-8

"

6 5/

8"

17'-9 3/8"

4 7/8"

5'-11 7/8" +/- 4 7/8"

COUNTERTOP W/ PL. LAM. FINISH PL-1

1'-6

"

ALIGN CORNER

2

2

SP-16SP-16

SP-15 SP-9SP-9 SP-5

SP-18B

SP-18A

SP-1

SP-12 SP-17 SP-9 SP-17SP-9A SP-10 SP-1

SP-2A

SP-2B

BRACKET-MOUNTED K CLASS WET CHEMICAL FIRE EXTINGUISHER 2.5 GALLON, LARSEN'S WC2-1/2, OR EQUAL

ROOM IDENTIFICATION SIGN PER SHEET A000

PUSH/PULL DOOR MANEUVERING CLEARANCE SHOWN DASHED

A10A603

A5A603 A2

A603

ITEM SP-12 INSTALLATION FLOOR CLEARANCE AT ANGLED INSIDE CORNER SHOWN DASHED

PROTECT EXIST. FLOOR SINK TO REMAIN

60" DIA. WHEELCHAIR TURNING RADIUS SHOWN DASHED

PROVIDE (2) NOM. 2" PLASTIC COUNTERTOP GROMMENTS, COLOR WHITE, LOCATE IN FIELD W/ ARCHITECT

PATCH AND REPAIR EXIST. PLASTER WALL FINISHES AT DEMOLISHED WIRE MOLD, SCONCE LIGHT FIXTURES AND WALL PROTECTION RAIL TO MATCH EXIST. ADJACENT SURFACES

PATCH AND REPAIR WALL FINISH AT DEMOLISHED PARTITION

FIRST FLOOR0"

SECOND FLOOR12'-8"

SP-10 SP-17 SP-9A

SP-9

SP-17 SP-12SP-17'-8"

TA-1TA-2

TV MONITOR BY OWNER (N.I.C.)

2'-1

0"

2'-6"1"

1"2'-6"2'-6"LOCKING BASE CABINETS W/ PL. LAM. FINISH PL-1

MAX

.2'

-10"

OPE

RAB

LE P

ART

4'-0

" MAX

.

BRACKET-MOUNTED K CLASS WET CHEMICAL FIRE EXTINGUISHER 2.5 GALLON, LARSEN'S WC2-1/2, OR EQUAL

1'-6

"5'

-0"

SP-2B SP-2A SP-2B

SP-2BSP-2B

SS-1

B-1

WT-1

WT-1

PROTECT EXIST. FLOOR SINK TO REMAIN

TB-1TB-`

FIRST FLOOR0"

SECOND FLOOR12'-8"

TV MONITOR BY OWNER (N.I.C.)

SP-18A

A5A603

A2A603

2'-1

0"

5'-1

"

WT-3

SS-2

WT-2

SS-2

P-1P-1

FIRST FLOOR0"

SECOND FLOOR12'-8"

A10A603

2'-1

0"

5'-1

"

WT-2

SS-2

SS-2

WT-3

P-1P-1

FIRST FLOOR0"

SECOND FLOOR12'-8"

WT-3

SS-2

P-1

FIRST FLOOR0"

SECOND FLOOR12'-8"

2'-1

0"

SP-15SP-16SP-16 SP-9

SP-9

1'-6

"

SP-2A SP-2B

S.S. LEG W/ ADJUSTABLE BULLET FOOT, ADVANCE TABCO, MODEL #TA-20-6, MODIFY FOR COUNTERTOP HEIGHT

4'-4

"

A10A603

SOLID SURFACE COUNTERTOP O/ PARTIAL HEIGHT PARTITION

SP-18A SP-18B

SS-2

SS-2

TB-1

FIRST FLOOR0"

SECOND FLOOR12'-8"

SP-5S.S. LEG W/ ADJUSTABLE BULLET FOOT, ADVANCE TABCO, MODEL #TA-20-6, MODIFY FOR COUNTERTOP HEIGHT

2'-1

0"

5'-1

"

SP-18AA5A603

A2A603 SS-2

SS-2

TB-1


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Project No:

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A103


Author

2019128



2020



AWT

KENT, OH 44242-0001






SCALE: 1/4" = 1'-0"A103H9 ELEVATION

SCALE: 1/4" = 1'-0"A103D9 ELEVATION

FOODSERVICE EQUIPMENT SCHEDULE 2

MARK DESCRIPTION MANUFACTURER MODELEXISTING /

NEW FURNISHED BY INSTALLED BY COMMENTS

SP-1 Hand Sink Advance Tabco 7-PS-25 NEW CONTRACTOR CONTRACTOR ADA SINKSP-2A KD Wall Shelf Advance Tabco AWS-KD-36 NEW CONTRACTOR CONTRACTOR 36" LENGTHSP-2A KD Wall Shelf Advance Tabco AWS-KD-36 NEW CONTRACTOR CONTRACTOR 36" LENGTHSP-2A KD Wall Shelf Advance Tabco AWS-KD-36 NEW CONTRACTOR CONTRACTOR 36" LENGTHSP-2B KD Wall Shelf Advance Tabco AWS-KD-60 NEW CONTRACTOR CONTRACTOR 60" LENGTHSP-2B KD Wall Shelf Advance Tabco AWS-KD-60 NEW CONTRACTOR CONTRACTOR 60" LENGTHSP-2B KD Wall Shelf Advance Tabco AWS-KD-60 NEW CONTRACTOR CONTRACTOR 60" LENGTHSP-2B KD Wall Shelf Advance Tabco AWS-KD-60 NEW CONTRACTOR CONTRACTOR 60" LENGTHSP-2B KD Wall Shelf Advance Tabco AWS-KD-60 NEW CONTRACTOR CONTRACTOR 60" LENGTHSP-5 Undercounter Refrigerator Continental Refrigerator SW48-U NEW OWNER OWNERSP-9 The Matchbox 360 Oven Ovention M360-14 NEW OWNER OWNERSP-9 The Matchbox 360 Oven Ovention M360-14 NEW OWNER OWNERSP-9 The Matchbox 360 Oven Ovention M360-14 NEW OWNER OWNERSP-9A Work Table Advance Tabco KSS-303 NEW OWNER OWNER 36"W x 30"DSP-10 Work Table Advance Tabco KSS-301.5 NEW OWNER OWNER 18"W x 30"DSP-12 Worktop Refrigerator Continental Refrigerator SW48 NEW OWNER OWNERSP-15 Pizza Prep, Refrigerator Continental Refrigerator CPA60 NEW OWNER OWNERSP-16 Low Temperature Hot Food Holding Cabinets Alto-Shaam 500-S NEW OWNER OWNER FOR PIZZA SHELLSSP-16 Low Temperature Hot Food Holding Cabinets Alto-Shaam 500-S NEW OWNER OWNER FOR PIZZA SHELLSSP-17 Sandwich Unit, Refrigerated Continental Refrigerator DL48N-12 NEW OWNER OWNERSP-17 Sandwich Unit, Refrigerated Continental Refrigerator DL48N-12 NEW OWNER OWNERSP-18A Food Shield BSI ZG9500-4 NEW OWNER CONTRACTOR 20" LENGTH. CONTRACTOR TO SALVAGE

FROM STUDENT CENTER LOCATION, KENTCAMPUS. NOTE 1.

SP-18B Food Shield BSI ZG9500-4 NEW OWNER CONTRACTOR 96" LENGTH. CONTRACTOR TO SALVAGEFROM STUDENT CENTER LOCATION, KENTCAMPUS. NOTE 1.

NORTH


NOTE 1: CONTRACTOR SHALL RELOCATE FOOD SHIELDS FROM "THE MARKET" LOCATED AT THE STUDENT CENTER, 1075 RISMAN DRIVE, KENT OH 44242. CONTRACTOR SHALL DISASSEMBLE FOOD SHIELDS, PACKAGE AND TRANSPORT TO THE ROTUNDA. CONTRACTOR SHALL FIELD VERIFY AND SHALL MAKE APPROPRIATE ACCOMMODATIONS FOR MOUNTING. CONTRACTOR SHALL LOCATE SALVAGED FOOD SHIELDS AT NEW COUNTERTOPS.

18

17

12

13

14

15

16

19

20

11a

13a

15a

17a

20a

A

B

C

10'-0

"

12'-0"

2'-0"

6"4"

9'-0"

9'-0"

8'-0"

L10A400

L7A400

7'-11"

NOTE 1

NOTE 2NOTE 2

NOTE 3

NOTE 4

NOTE 5

ALIGN

NOTE 6

NOTE 7

NOTE 8

NOTE 8

NOTE 9NOTE 9

NOTE 10NOTE 10

NOTE 11NOTE 11

NOTE 12

4 1/

4"

NOTE 13

NOTE 14

NOTE 15

NOTE 16

NOTE 16

NOTE 16

NOTE 17

NOTE 18

NOTE 18

NOTE 19

GENERAL NOTES

A. ACOUSTICAL CEILING GRIDS ARE CENTERED IN ROOMS INBOTH DIRECTIONS UNLESS SPECIFICALLY DIMENSIONEDOR NOTED OTHERWISE.

B. CENTER ALL FIXTURES IN CEILING TILES UNLESS NOTEDOR DIMENSIONED OTHERWISE.

C. EXISTING EXPOSED PAINTED CONC. BEAMS AND DECK TO REMAIN U.N.O.

D. PAINT ALL EXPOSED CONDUIT AND PIPING TO MATCH ADJACENT SURFACES.

E. ALL EXPOSED PIPING/CONDUIT SHALL BE HELD TIGHT TO CONC. DECK AND/OR BEAM AND RUN PARALLEL WITH BEAM. NO EXPOSED PIPING/CONDUIT SHALL RUN PERP. (I.E. SPAN FROM) TO BEAMS.


CEILING PLAN LEGENDELEMENTS IN THIS LEGEND REPRESENT NEW CONSTRUCTION.EXISTING ELEMENTS ARE INDICATED IN THE DRAWING WITHLIGHTER LINES. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ACTUAL FIXTURES AND DEVICES

2'X2' SUSPENDED ACOUSTICAL CEILING

2'X4' SUSPENDED ACOUSTICAL CEILING

GYPSUM BOARD CEILING, SOFFIT, ORHEADER

2' x 4' FLUORESCENT LIGHT FIXTURE



SURFACE MOUNTED / SUSPENDEDFLUORESCENT LIGHT FIXTURE

RECESSED DOWNLIGHT

EMERGENCY EGRESS LIGHT FIXTURE

SUSPENDED INDIRECT LIGHT FIXTURE

PENDANT LIGHT FIXTURE

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE/EXHAUST FAN


4"

PERIMETER EDGE TRIM

ACOUSTICALCEILING, HEIGHTPER REFLECTED CEILING PLAN

4"

DIAGONALBRACING AS REQ'D.

3-5/8" MTL.STUDS AT 24" O.C.

ACOUSTICALCEILING, HEIGHTPER REFLECTED CEILING PLAN CORNER BEAD, TYP.

BOTH SIDES

5/8" GYP. BD., TYP.


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A400

REFLECTED CEILING PLAN ANDDETAILS

Author

2019128



2020



AWT

KENT, OH 44242-0001

SCALE: 1/8" = 1'-0"A400A10 REFLECTED CEILING PLAN

SCALE: 1 1/2" = 1'-0"A400L10 CEILING DETAIL

SCALE: 1 1/2" = 1'-0"A400L7 CEILING DETAIL

NORTH

1 CENTER FLOATING CEILING BETWEEN COLUMN LINES 15 AND16. CENTER CEILING OVER POINT OF SALE MILLWORK.

2 PATCH EXISTING CEILING TO FACE OF NEW PARTITIONS ANDSOFFITS W/ SALVAGED MATERIALS.

3 PROTECT EXIST. SOFFIT TO REMAIN.4 PATCH UNDERSIDE OF SOFFIT AT DEMOLISHED PARTITION TO

MATCH EXIST. ADJACENT SURFACES.5 CEILING TYPE 1: BASIS-OF-DESIGN PRODUCT: ARMSTRONG

KITCHEN ZONE, ITEM NO. 673, 24"x24"x5/8" SQUARE LAY-IN INPRELUDE 15/16" SUSPENSION SYSTEM.

6 CEILING TYPE 2: BASIS-OF-DESIGN PRODUCT: ARMSTRONGCALLA, ITEM NO. 2824, 24"x24"x1" SQUARE TEGULAR LAY-IN INSUPRAFINE 9/16" SUSPENSION SYSTEM.

7 TV MONITOR MOUNTED ON FACE OF NEW OR EXIST. SOFFIT.8 TV MONITOR MOUNTED ON STEM SUSPENDED FROM EXIST.

CONCRETE FLOOR STRUCTURE.9 ALTERNATE NO. 1: PAINT EXPOSED CEILING WITHIN LIMITS

IDENTIFIED. PAINT CONCRETE FLOOR SLAB AND BEAMS,SPRINKLER PIPING, ELECTRICAL CONDUIT, ETC. PROTECTEXIST. PREFINISHED PENDANT LIGHT FIXTURES, FIRE ALARMDEVICES, ETC. TO REMAIN. PAINT FINISH CONTINUOUS ABOVEOPEN GRID CILING SUSPENSION SYSTEM.

10 ALTERNATE NO. 2: PAINT OPEN GRID CEILING SUSPENSIONSYSTEM COMPLETE INCLUDING GRID< PERIMETER EDGETRIM AND HANGER WIRES. PROTECT EXIST. PREFINISHEDPENDANT LIGHT FIXTURES TO REMAIN.

11 WHERE SHOWN SHADED, INSTALL WHOLE UNCUTACOUSTICAL CEILING PANELS W/ MATERIAL SALVAGE DURINGDEMOLITION.

12 REINSTALL SALVAGED SURFACE MOUNTED LIGHT FIXTURE ATORIGINAL LOCATION. ALIGN W/ EXISTING FIXTURES.

13 APPROXIMATE LOCATION OF EXIST. ELECTRICAL PANEL K3.CONTRACTOR SHALL REMOVE AND REINSTALL EXIST. LAY-INCEILING PANELS AS REQUIRED FOR FEEDER TO NEW PANELK4. REFER TO ELECTRICAL DRAWINGS. COORDINATE ROUTETHRU MECHANICAL ROOM AND ABOVE CEILINGS W/ E.C.

14 LOCATION OF NEW ELECTRICAL PANEL K4. CONTRACTORSHALL REMOVE AND REINSTALL EXIST. LAY-IN CEILINGPANELS AS REQUIRED FOR FEEDER FROM EXIST. PANEL K3.REFER TO ELECTRICAL DRAWINGS. COORDINATE ROUTETHRU MECHANICAL ROOM AND ABOVE CEILINGS W/ E.C.

15 EXIST. MECHANICAL ROOM. EXPOSED STRUCTURE.16 EXIST. LAY-IN CEILING PANELS IN EXPOSED SUSPENSION

SYSTEM.17 EXIST. METAL CEILING PANELS IN CONCEALED SUSPENSION

SYSTEM.18 EXIST. STAINLESS STEEL KITCHEN EXHAUST HOOD.19 PATCH FACE OF SOFFIT AT NEW DUCTWORK SIDEWALL

PENETRATION/GRILLE. REFER TO MECHANICAL DRAWINGS.COORDINATE W/ M.C.


WALL FINISHESP-1 PAINT

MANF.: SHERWIN WILLIAMSCOLOR: SW9166 DRIFT OF MISTSHEEN: EGGSHELL

P-2 PAINT (CEILING)MANF.: SHERWIN WILLIAMSCOLOR: SW9166 DRIFT OF MISTSHEEN: FLAT

P-3 PAINTMANF.: SHERWIN WILLIAMSCOLOR: SW7069 IRON ORESHEEN: EGGSHELL

P-4 PAINTMANF.: SHERWIN WILLIAMSCOLOR: SW6904 GUSTO GOLDSHEEN: EGGSHELL

WT-1 WALL TILEMANF.: DALTILEPATTERN: COLOR WHEEL COLLECTIONCOLOR: ARCTIC WHITE 0190 (1)FINISH: SEMI GLOSSSIZE: 3"x6"INSTALLATION: ASHLARGROUT: LATICRETE 22 MIDNIGHT BLACKGROUT JOINT SIZE: 1/16"

WT-2 WALL TILEMANF.: DALTILEPATTERN: COLOR WHEEL COLLECTIONCOLOR: MATTE DESERT GRAYFINISH: MATTESIZE: 3"x6"INSTALLATION: ASHLARGROUT: LATICRETE 90 LIGHT PEWTERGROUT JOINT SIZE: 1/16"

FLOOR FINISHESLVT-1 LUXURY VINYL TILE (PATCH EXIST.)

MANF.: MANNINGTONPATTERN: AMTICO WOODCOLOR: SPALTED BEECH AROW7480SIZE: 4.5"x36"

T-1 CERAMIC TILE (PATCH EXIST.)MANF.: TBDCOLOR: TBD SIZE: 12"x12"GROUT: TBDGROUT JOINT SIZE: TBD

QT-1 QUARRY TILEMANF.: AMERICAN OLEANCOLOR: SHADOW GRAY N46(2)SIZE: 6"x6"GROUT: LATICRETE 90 LIGHT PEWTERGROUT JOINT SIZE: 3/8"INSTALLATION: STACKED

BASEB-1 RUBBER COVE BASE

MANF.: JOHNSONITECOLOR: 63 BURNT UMBERSIZE: 4" HIGH

TB-1 QUARRY TILE COVE BASEMANF.: AMERICAN OLEANCOLOR: SHADOW GRAY N46NO.: Q-3565USIZE: 5"x6"

SURFACE FINISHESPL-1 PLASTIC LAMINATE

MANF.: WILSONARTCOLOR: BLOND ECHO 7939K-18

PL-2 PLASTIC LAMINATEMANF.: WILSONARTCOLOR: ASIAN NIGHT 7949K-18

R-1 RESIN PANELMANF.: 3-FORMSTYLE: CHROMACOLOR: WHITE OUTFINISH: FRONT: RENEWABLE MATTE

BACK: MATTESIZE: REFER TO ELEVATIONGAUGE: 1/2"

SS-1 SOLID SURFACEMANF.: HANSTONE QUARTZCOLOR: SWAN COTTON RS301

SS-2 SOLID SURFACEMANF.: HANSTONE QUARTZCOLOR: ARAMIS (POLISHED) RU607P

WT-2 WALL TILEMANF.: DALTILEPATTERN: P'ZAZZCOLOR: WHITE RITZ P261SIZE: 6"x24"INSTALLATION: ASHLARGROUT: LATICRETE 90 LIGHT PEWTERGROUT JOINT SIZE: 1/8"

WT-3 WALL TILEMANF.: CROSSVILLEPATTERN: NESTCOLOR: BLISSFUL OLIVE AV363SIZE: 6"x36"INSTALLATION: ASHLARGROUT: LATICRETE 23 ANTIQUE WHITEGROUT JOINT SIZE: 1/8"

CORNER PROTECTIONCG-1 MILLWORK CORNER GUARD

STYLE: 16 GA., TYPE 304, 3/4" LEGSCOLOR: BRUSHED STAINLESS STEEL, SATIN #4HEIGHT: REFER TO ELEVATIONS

CG-2 WALL CORNER GUARDSTYLE: 16 GA., TYPE 304, 2" LEGSCOLOR: BRUSHED STAINLESS STEEL, SATIN #4HEIGHT: 48"

OVER EXIST. FOUR COLOR CHECKERBOARD TILE WALL FINISH, APPLY SCUFFMASTER ARMOR-COAT FINISH, COLOR P-3, APPLY (1) PATTERN COAT SCUFFMASTER ARMOR-COAT 1200 O/ (2) BASE COATS SCUFFMASTER PREMIUM-COAT 200 O/ (1) COAT SCUFFMASTER PRIMEMASTER BONDING PRIMER, TYP. ALL EXPOSED TILE SURFACES OF GRILL BAR

PROTECT QUARTZ COUNTERTOP TO REMAIN

PROTECT TILE FOOTREST AND TILE BASE TO REMAIN UNFINISHED

ALTERNATE NO. 1 - PAINT SOFFIT TO MATCH CEILING PAINT FINISH

ALTERNATE NO. 1 - PAINT OPEN ACOUSTICAL GRID TO MATCH CEILING PAINT FINISH

PAINT EXISTING HOOD P-3, TYP. 4 SIDES

PROTECT FIXED-IN-PLACE BAR STOOLS TO REMAIN

P-4 P-4WT-1

NOTE 1

NOTE 2

NOTE 2

NOTE 2

NOTE 1

NOTE 2

NOTE 2

NOTE 1

NOTE 1

P-1

P-1

P-1

P-1P-1

CG-2

CG-2

P-1

P-1

P-1

NOTE 3

P-1

NOTE 3

NOTE 3NOTE 3

P-1

NOTE 3NOTE 3

NOTE 3NOTE 3

NOTE 3

P-1

P-1

WT-2

P-1

P-1

P-1

NOTE 3

NOTE 4

NOTE 4NOTE 4

NOTE 4NOTE 4

NOTE 4NOTE 4NOTE 4

NOTE 3

QT-1 TB-1

R-1

ALTERNATE NO. 1 - PAINT OPEN ACOUSTICAL GRID TO MATCH CEILING PAINT FINISH

ALTERNATE NO. 1 - PAINT SOFFIT TO MATCH CEILING PAINT FINISH

ALTERNATE NO. 1 -PROTECT CEILING FIXTURES AND DEVISES TO REMAIN UNFINISHED

ALTERNATE NO. 1 -PROTECT CEILING FIXTURES AND DEVISES TO REMAIN UNFINISHED

ALTERNATE NO. 1 - PAINT HVAC SUPPLY AND RETURN AIR GRILLES TO MATCH CEILING PAINT FINISH

OVER EXIST. FOUR COLOR CHECKERBOARD TILE WALL FINISH, APPLY SCUFFMASTER ARMOR-COAT FINISH, COLOR P-3, APPLY (1) PATTERN COAT SCUFFMASTER ARMOR-COAT 1200 O/ (2) BASE COATS SCUFFMASTER PREMIUM-COAT 200 O/ (1) COAT SCUFFMASTER PRIMEMASTER BONDING PRIMER, TYP. ALL EXPOSED TILE SURFACES OF GRILL BAR

GENERAL NOTES

A. REFER TO SPECIFICATIONS FOR PRODUCT INFORMATION.

B. INSTALL FLOORING TRANSITION STRIPS AS REQUIRED ATCHANGE OF MATERIAL. COLORS TO BE SELECTED BYARCHITECT FROM MANUFACTURER'S FULL RANGE.

C. PAINT ALL WALLS AND COLUMNS IN PROJECT AREA P-1, UNLESS NOTED OTHERWISE.

D. DO NOT PAINT PREFINISHED ITEMS SUCH AS STAINLESS STEEL WALL PANELS, S.S. CORNER GUARDS, LIGHT FIXTURES AND DEVICES.




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Project No:

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4651 Medina Road


p 330.666.7878

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3/10

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A600

FINISH LEGEND AND FINISHSCHEDULE

RMS

2019128



2020



AWT

KENT, OH 44242-0001

FINISH LEGEND

SCALE: 12" = 1'-0"A600A3 3D VIEW

SCALE: 1/8" = 1'-0"A600A9 FINISH PLAN

SCALE: 12" = 1'-0"A600E3 3D VIEW

NORTH

1 WHERE SHOWN SHADED, PATCH LVT TO FACE OF NEWCONSTRUCTION. PATCH FULL TILE TO NEAREST JOINT.

2 WHERE SHOWN HATCHED, PATCH PORCELAIN TILE TOFACE OF NEW CONSTRUCTION. PATCH FULL TILE TONEAREST JOINT.

3 PAINT ALL EXPOSED SURFACSE OF COLUMN ENCLOSURES.4 OVER EXIST. FOUR COLOR CHECKERBOARD WALL TILE

FINISH, APPLY SCUFFMASTER ARMOR-COAT FINISH. REFERTO 3D VIEWS THIS SHEET.


at

Line

at

Line

at

Line

at

Line

at

Line

at

Line

at

Line

at

Line

FIRST FLOOR0"

J7A602

J12A602

3'-6

"

1'-10 1/2"1 1/2"

1'-6"3'-0"1'-6"1 1/2"

2'-3"

2'-6

"

PL-1

SS-1

SS-2

PL-2

B-1

FIRST FLOOR0"

2'-6

"1'

-0"

3'-6

"

2'-3"1 1/2"

1'-6" 3'-7 1/2" 2'-3"

2'-0

"2'

-6"

OPEN

4'-6

"

SS-2PL-2

PL-1

B-1

P-1

SS-2

SS-1

FIRST FLOOR0"

J2A602

D2A602

1'-9" 3'-3" 3'-3"

4 1/2"

2'-8 1/2"

3'-6

"

2'-6

"

P-1

SS-2

SS-1

PL-1

SS-2

PL-2

B-1

FIRST FLOOR0"

2'-3"3"

3'-0"1'-9"3"

2'-3"

1'-0

"2'

-6"3'

-6"

SS-2

PL-2SS-1

PL-1

B-1

15a

A601 D7

A2

A7

D2

J2A602

D2A602

J7A602

J12A602

A601K7

A601K2

A601G2

A601G7

5'-0" 6'-4"

4"2'

-6"

3'-0

"4'

-6"

1'-0

"1'

-10"

1'-10" 1'-0"

4'-9" 6'-3" 4"

11'-4"

11'-4"

5'-4

"5'

-0"

10'-4

"

4 1/

2"

1'-7

1/2

"1'

-3"

1'-3

"

2'-0"6"

PROVIDE (3) NOM. 2" PLASTIC COUNTERTOP GROMMENTS, COLOR WHITE, LOCATE IN FIELD W/ ARCHITECT

FIRST FLOOR0"

J2A602

D2A602

3'-6

"

5'-0"6'-4"

3'-2

"4"

SS-2

SS-1

P-1SS-1

PL-1

B-1

SS-2

PL-2

FIRST FLOOR0"

J7A602

J12A602

3'-6

"

1'-0

"2'

-6"

1 1/2"

4'-6" 6'-3"

1 1/2"

4"

SS-2

PL-2

SS-1 SS-2

PL-2PL-1

B-1

CG-1CG-1

FIRST FLOOR0"

15a

3'-6

"

SS-2

SS-1

P-1

B-1

SS-2

PL-2

CG-1

B-1

FIRST FLOOR0"

15a

1 1/2"

4'-10 1/2" 5'-4"

1'-0

"2'

-6" 3'

-6"

3'-2

"4"

SS-2

SS-1

PL-1

SS-2PL-2

B-1


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Project No:

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4651 Medina Road


p 330.666.7878

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www.domokur.com

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3/10

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A601

INTERIOR DETAILS

MJ

2019128



2020



AWT

KENT, OH 44242-0001






SCALE: 1/2" = 1'-0"A601G7 ELEVATION



SCALE: 1/2" = 1'-0"A601G2 ELEVATION

SCALE:A601K12 3D VIEW

SCALE:A601G12 3D VIEW

NORTH


9"

9"2'

-7 1

/2"

1 1/

2"

1'-8"

4'-6

"

1" 1"

1 1/

2"

2 CM QUARTZ COUNTERTOP O/ 3/4" EXT. PLYWOOD SUBSTRATE

TILE FINISH O/ 1/2" CEMENT BD. O/ 3-5/8" MTL. STUDS AT 16" O.C.

TILE FINISH O/ 5/8" F.R.T. PLYWOOD O/ FRAMING

BULLNOSE AT HORIZ. TILE

TILE FINISH O/ 5/8" F.R.T. PLYWOOD O/ FRAMING

1/2" GYP. BD. O/ 3/4" F.R.T. PLYWOOD O/ 3-5/8" MTL. STUDS AT 16" O.C.

2X F.R.T. BLOCKING, TYP.

2 CM FULL HT. QUARTZ BACKSPLASH O/ 5/8" GYP. BD.

2 CM QUARTZ WALL CAP O/ 3/4" EXT. PLYWOOD SUBSTRATE

3'-6

"

9"

4"1'

-7 1

/2"

1/4"

7 3/

4"

1/4"

3/4"

1 1/

2"

3/4" MELAMINE BACK

3"2'-3"

TOE KICK TO RECEIVEBASE AS SCHEDULED

SHIM SPACE

3/4" PART. BD. DOOR W/ PL. LAMINATE FINISH


WIRE PULL

WASTE RECEPTACLE BY CABINET FABRICATOR,RUBBERMAID, SQUARE BRUTE TRASH CAN, 28 GALLON, COLOR GRAY

2'-6"

DOUBLE ACTING TRASH DOOR, REFER TO ELEVATIONS FOR ROUTED COPY AND SYMBOL(S), PAINT RECESS FLAT BLACK

F.R.T. WOOD BLOCKING

2'-1

0"

TOE KICK SECURED TO DOOR

2'-7"

FULL HEIGHT BACKSPLASH

3" 1'-9" 8 1/2"

1 1/

2"1/

4"2'

-0 1

/4"

4"

1'-0

"2'

-6"

1'-7" 11 1/4"

3'-6

"

1'-10" 1'-0"

2'-10"

1 1/2"1/2" SOLID SURFACE COUNTERTOP O/ 1" EXT. PLYWOOD SUBSTRATE

1/2" SOLID SURFACE COUNTERTOP O/ 1" EXT. PLYWOOD SUBSTRATE

WIRE PULL



1'-8 1/2" 1'-0"

1 1/

2"3'

-0 1

/2"

4"

3" 1'-9" 3"

1 1/

2"

1/4"

2'-0

1/4

"4"

2'-6

"

1 1/2"

2'-3"

1 1/2"

2'-6"

2'-1 1/2"


WIRE PULL



3"1'-9"3"

1 1/2"

1 1/

2"2'

-0 1

/2"

4"

1'-0"

1'-3"1'-3"

1'-0"

4"1

1/2"

2'-9

1/2

"

1 1/

2"

1 1/

2"

3'-6

"

2'-6"

1 1/2"1'-0

"2'

-6"


WIRE PULL




SLATWALL PANEL

SLATWALL SLANTED SHELF FIXTURES FULL WIDTH OF RECESS BY MILLWORK FABRICATOR, 12" D X 46" W AND 12" D X 23" W, THREE (3) ROWS HIGH

1'-0"

3"1'-9"3"

1'-0"

4"1

1/2"

1'-9

1/2

"

1 1/

2"

1 1/

2"

1 1/2"

2'-3"

1 1/2"

2'-6"

1 1/

2"1/

4"2'

-0 1

/4"

4"

2'-6

"


WIRE PULL



SLATWALL PANEL

SLATWALL SLANTED SHELF FIXTURES FULL WIDTH OF RECESS BY MILLWORK FABRICATOR, 12" D X 46" W AND 12" D X 23" W, TWO (2) ROWS HIGH


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Project No:

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4651 Medina Road


p 330.666.7878

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www.domokur.com

Project Manager:

3/10

/202

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mok

ur.c

om.rv

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A602

INTERIOR DETAILS

Author

2019128



2020



AWT

KENT, OH 44242-0001

SCALE: 1 1/2" = 1'-0"A602A7 DETAIL

SCALE: 1 1/2" = 1'-0"A602A11 DETAIL

SCALE: 1 1/2" = 1'-0"A602J2 DETAIL

SCALE: 1 1/2" = 1'-0"A602D2 DETAIL

SCALE: 1 1/2" = 1'-0"A602J7 DETAIL

SCALE: 1 1/2" = 1'-0"A602J12 DETAIL


FIRST FLOOR0"

5'-1

"

1 1/

2"

4'-1

1 1/

2"

1" 1"

3 5/8"

1 3/4"

3 5/8"

10 1/4" 2'-11 1/8"


3'-0"

1'-6

"1

1/2"

1'-4

1/2

"

1"

2 CM QUARTZ CAP O/ 3/4" EXT. PLYWOOD SUBSTRATE

3/4" F.R.T. PLYWOOD BLOCKING, TYP.

KITCHEN EQUIPMENT BY OWNER (N.I.C.)

PORCELAIN TILE FINISH O/ 5/8" TILE BACKER SUBSTRATE

NOM. 1/8" F.R.P. O/ 5/8" MOISTURE RESISTENT GYP. BD.

TB-1

FIRST FLOOR0"

3'-2 1/2"

2"

2'-1

0"

1 1/

2"

2'-8

1/2

"

UNDERMOUNT NARROW FLANGE, 3" NOM. DIAMETER, PROVIDE ACCESS PANELS UNDER COUNTER AS REQUIRED

GROMMET BY SNEEZE GUARD INSTALLER


S.S. LEG W/ ADJUSTABLE BULLET FOOT, ADVANCE TABCO, MODEL #TA-20-6, MODIFY FOR COUNTERTOP HEIGHT

GROMMET BY SNEEZE GUARD INSTALLER


G12A603


2X F.R.T. WD. BLOCKING

3 5/8"

TB-1

2 CM QUARTZ COUNTERTOP

NOM. 3/4" EXT. PLYWOOD SUBSTRATE

3/4" X 0.120" WALL SQUARE STEEL TUBING LET INTO SUBSTRATE, TYP. OF 3

CENTERLINE OF COUNTERTOP SUPPORT LEGS

FIRST FLOOR0"

2'-1

0"

1 1/

2"2'

-8 1

/2"

1'-1"



2X F.R.T. WD. BLOCKING

2"


3 5/8"

TB-1

13a

A103D9A103

H9

A103K8 A103

K3

A10A603

A5A603

A2A603

75.06° 82.5°

2"4

7/8"

1'-8

5/8

"4" 7/

8"6

1/8"

2" 4 7/

8"

6 1/

8"

4'-0"2"4 7/8"

8'-2 3/4"

6'-7 5/8"

4 7/8"4'-2"

4"

2'-4

7/8

"

5 1/4" +/-

1"4 1/4"

2'-6 3/4"

10 3/8"

4"

1'-7

5/8

"

3"

3'-3 5/8"

EQUIP. RECESS5'-2"1" 4 1/4"

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

4"2'-3 3/4"

4'-4"

11'-11 3/4"

22.44°

111

S.S. LEG

S.S. LEG

UNDERCOUNTER COMMERCIAL KITCHEN EQUIPMENT

UNDERCOUNTER COMMERCIAL KITCHEN EQUIPMENT


N

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Project No:

Drawn By:


Prepared For


4651 Medina Road


p 330.666.7878

f 330.666.6061

www.domokur.com

Project Manager:

3/10

/202

0 3:

24:3

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A603

INTERIOR DETAILS

Author

2019128



2020



AWT

KENT, OH 44242-0001

SCALE: 1 1/2" = 1'-0"A603A10 DETAIL

SCALE: 1 1/2" = 1'-0"A603A5 DETAIL

SCALE: 12" = 1'-0"A603G12 DETAIL

SCALE: 1 1/2" = 1'-0"A603A2 DETAIL

SCALE: 1/2" = 1'-0"A603K8 ENLARGED PLAN

NORTH

WORKPOINT AT PARTITION CORNER


NOTES:

FLOOR SECTION

WALL SECTION

PIPE INSULATION(WHERE SPECIFIED)

1. WHERE PIPES, DUCTS AND OTHER COMPONENTS PASS THROUGH FIRE OR SMOKE RATED WALLS ORFLOORS, PROVIDE NON-ASBESTOS SEAL ASSEMBLIES CLASSIFIED BY U.L. TO PROVIDE FIRE BARRIERS EQUALTO OR GREATER THAN THE TIME RATING OF THE CONSTRUCTION BEING PENETRATED, WITH APPROPRIATEMATERIALS AND SYSTEMS THAT COMPLY WITH APPLICABLE CODES AND THAT HAVE BEEN TESTED INACCORDANCE WITH U.L. 1479 OR ASTM E814.

2. GROUT, MORTAR OR GYPSUM BASED PRODUCTS SHALL NOT BE INSTALLED IN LIEU OF FIRESTOPPINGMATERIALS AND U.L. SYSTEMS.

3. FOR SLEEVED PENETRATIONS, FIRESTOP ANNULAR SPACE, IF ANY, BETWEEN SLEEVE AND ADJACENTCONSTRUCTION TO MEET U.L. SYSTEM REQUIREMENTS. SEE NOTE 2 ABOVE.

4. THIS CONTRACTOR SHALL FIRESTOP ALL MISCELLANEOUS OPENINGS IN FIRE-RATED CONSTRUCTIONRESULTING FROM HIS WORK.

5. CONTRACTOR SHALL PROVIDE SUBMITTAL DRAWINGS TO ENGINEER, INCLUDING U.L. RATED SYSTEMNUMBER AND DETAIL FOR EACH TYPE OF PENETRATION AND CONFIGURATION.

PENETRATING COMPONENT

SEE ARCHITECTURAL DRAWINGSFOR WALL CONSTRUCTION ANDFIRE RATING

SEAL JOINT BETWEEN SLEEVEAND FLOOR SLAB WITH MIN.1/2" BEAD FIRESTOP CAULK

PIPE SLEEVE (SLEEVE TOEXTEND 2" ABOVE FLOOR INMECHANICAL EQUIPMENT ROOMS)

FURNISH AND INSTALL FIRESTOPMATERIALS IN ACCORDANCEWITH APPROPRIATE U.L.SYSTEMS TO MAINTAIN FIRERESISTANCE RATING


DAMMING MATERIAL(PER U.L. TESTEDSYSTEM DESIGN)

PIPE SLEEVE


FLOOR SLAB; SEEARCHITECTURAL DRAWINGS FORFLOOR CONSTRUCTION ANDFIRE RATING


FIRESTOPPING DETAIL FORPENETRATIONS

THROUGH FIRE-RATED CONSTRUCTIONSN.T.S.

DESCRIPTIONABBREVIATION SYMBOL

AS

FIRE PROTECTION SYMBOL LEGEND

AS AUTOMATIC SPRINKLER LINE

E.C. E.C. ELECTRICAL CONTRACTOR

F.P.C. F.P.C. FIRE PROTECTION CONTRACTOR

G.C. G.C. GENERAL CONTRACTOR

H.C. H.C. HVAC CONTRACTOR

P.C. P.C. PLUMBING CONTRACTOR

A.D. A.D. ACCESS DOOR

A.F.F. A.F.F. ABOVE FINISHED FLOOR

MFR. MFR. MANUFACTURER

N.O. N.O. NORMALLY OPEN

N.C. N.C. NORMALLY CLOSED

TYP. TYP. TYPICAL

INDICATES TIE INTO EXISTING

INDICATES REMOVE TO POINT FOR RECONNECTION

INDICATES REMOVE TO POINT AND CAP

FIRE PROTECTION DEMOLITION GENERALNOTES

1. THE GENERAL NOTES LISTED HERE APPLY TO ALL DEMOLITION DRAWINGS IN ADDITION TO ANYADDITIONAL DEMOLITION DRAWING NOTES ON THE INDIVIDUAL DEMOLITION DRAWINGS.

2. IT IS RECOGNIZED THAT DRAWINGS MAY BE PLOTTED AT DIFFERENT SCALES, SUCH THATPLOTTED DRAWINGS MAY VARY FROM ACTUAL OR INTENDED DIMENSIONS. THEREFORE,DRAWINGS ARE DIAGRAMMATIC AND ARE NOT TO BE SCALED. SBM TAKES NO RESPONSIBILITYFOR ERRORS REGARDING DISCREPANCIES FROM THE ORIGINAL DRAWINGS DRAWN AT THEPROPER SCALE AND THOSE DRAWINGS THAT HAVE BEEN PLOTTED.

3. IF DURING CONSTRUCTION OPERATIONS, THE FIRE PROTECTION CONTRACTOR ENCOUNTERSUTILITIES OTHER THAN THOSE LOCATIONS SHOWN IN THE PLANS, HE SHALL IMMEDIATELYNOTIFY THE ENGINEER AND TAKE THE NECESSARY STEPS TO PROTECT THE FACILITY ANDASSURE THE CONTINUANCE OF SERVICE.

4. WALLS SHOWN IN DASHED ARE BEING REMOVED.

5. DARK, DASHED LINES INDICATE PIPING AND EQUIPMENT TO BE REMOVED.

6. UNLESS NOTED OTHERWISE, ALL PIPING TO BE DEMOLISHED SHALL BE REMOVED BACK TO THEMAIN AND CAPPED.

7. CAP ALL REMAINING PIPING WITH SIMILAR MATERIALS. PIPE ENDS INDICATED TO BE CAPPEDARE NOT TO BE CRIMPED.

8. PROVIDE HANGERS TO SUPPORT ANY REMAINING PIPING OR EQUIPMENT.

9. REMOVE ALL HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT BEING DEMOLISHED.

10. OWNER SHALL HAVE SALVAGE RIGHTS TO ANY EQUIPMENT OR MATERIALS BEING REMOVED.ANY EQUIPMENT OR MATERIALS REFUSED BY THE OWNER SHALL BE REMOVED FROM THE SITE.SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

11. SEE SPECIFICATIONS FOR ALL CUTTING AND PATCHING REQUIREMENTS REQUIRED UNDERDEMOLITION AND ALSO INDICATED ON DRAWINGS.

12. THIS CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS.

13. AN ATTEMPT HAS BEEN MADE TO SHOW ALL ITEMS TO BE REMOVED AND/OR RELOCATED.FIELD VERIFY EXISTING CONDITIONS INCLUDING LOCATIONS AND INVERTS AND REMOVE ORRELOCATE ALL FIRE PROTECTION PIPING THAT INTERFERES WITH NEW CONSTRUCTION PRIORTO START OF WORK.

14. ANY DISRUPTION OF ANY EXISTING SERVICE THAT SERVES THE BUILDING SHALL BECOORDINATED WITH THE OWNER PRIOR TO DISRUPTION. WORK ASSOCIATED WITH THISSERVICE SHALL BE PERFORMED AT A TIME REQUESTED BY OWNER WHICH COULD BEPERFORMED OFF STANDARD WORKING HOURS AT NO ADDITIONAL COST TO OWNER FOR TIME OFWORK. COST TO BE INCLUDED UNDER BASE BID FOR PROJECT.

15. REMOVAL AND REINSTALLATION OF CEILINGS NOT INDICATED TO BE REMOVED ANDREINSTALLED ON THE ARCHITECTURAL DRAWINGS TO BE PERFORMED BY THIS CONTRACTORFOR DEMOLITION OR INSTALLATION OF NEW PIPING OR EQUIPMENT OUTSIDE THE PROJECTAREA.

FIRE PROTECTION NEW WORK GENERALNOTES

1. THE GENERAL NOTES LISTED HERE APPLY TO ALL FIRE PROTECTION DRAWINGS IN ADDITIONTO ANY ADDITIONAL DRAWING NOTES ON THE INDIVIDUAL DRAWINGS.

2. SEE CODED NOTES ON INDIVIDUAL DRAWING SHEETS FOR SPECIFIC INSTRUCTIONAL NOTES.

3. FIELD VERIFY EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION.

4. COORDINATE WITH GENERAL TRADES WORK, HVAC WORK, PLUMBING WORK, ELECTRICALWORK AND OTHER WORK.

5. REFER TO ARCHITECTURAL DRAWINGS FOR ROOM DESIGNATIONS INCLUDING ALL STORAGEAREAS. ALL STORAGE AREAS ARE TO BE SPRINKLERED AS ORDINARY HAZARD PER N.F.P.A.


7. THE FIRE PROTECTION DESIGN DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TOSHOW EXACT LOCATION OF EQUIPMENT AND PIPING UNLESS DIMENSIONS ARE GIVEN OROTHERWISE IMPLIED FOR CLEARANCES, ETC. PIPING AND FIRE PROTECTION EQUIPMENT ARE TOBE INSTALLED ALONG THE GENERAL PLANS SHOWN ON THE DRAWINGS, BUT KEEPING IN MINDACTUAL BUILDING CONDITIONS WHICH MUST BE CONFORMED WITH IN THE ACTUAL WORK. THISCONTRACTOR TO BE AWARE OF LIMITED SPACE ABOVE CEILING FOR NEW WORK AND SHOULDMODIFY HIS WORK TO ACCOMMODATE OTHER TRADES. COORDINATE WORK WITH OTHERTRADES PRIOR TO MAKING THE FINAL INSTALLATION DRAWING OR SYSTEM INSTALLATION. THECONTRACTORS IN THEIR BIDS ARE REQUIRED TO INCLUDE ALL LABOR AND MATERIALS ANDOTHER RELATED WORK NECESSARY TO PROVIDE MINOR OFFSETS IN FIRE PROTECTION WORKAS REQUIRED TO AVOID CONFLICT WITH OTHER WORK ON THIS PROJECT, OR AS REQUIRED INORDER TO OBTAIN MAXIMUM HEAD ROOM OR EQUIPMENT ACCESS IN SPACES.

8. THE FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, PATCHING,REMOVAL, AND RE-INSTALLATION OF WALL, CEILING, FLOORS, ETC. AND NEW MATERIALS FORTHE INSTALLATION OF THEIR RESPECTIVE WORK AS SHOWN ON THE DRAWINGS ORSPECIFICATIONS FOR AREAS OTHERWISE NOT INVOLVED IN THE GENERAL CONSTRUCTIONWORK.

9. ALL SPRINKLER HEADS ARE TO BE QUICK RESPONSE TYPE.

10. ALL FIRE PROTECTION PIPING AND CONDUIT SHALL FOLLOW THE INSTALLATIONREQUIREMENTS AS LISTED BELOW:A. INSTALL TIGHT AGAINST BOTTOM OF ROOF AND FLOOR STRUCTURE.B. INSTALL PARALLEL AND PERPENDICULAR TO BUILDING STRUCTURE.C. INSTALL CONCEALED ABOVE CEILINGS OR INSIDE WALLS, UNLESS OTHERWISE NOTED.

11. USE INTERMEDIATE LEVEL SPRINKLERS BELOW DUCTWORK AND STRUCTURAL MEMBERS,WHERE APPLICABLE.

12. GENERAL CONTRACTOR SHALL PAINT ALL EXPOSED FIRE PROTECTION PIPING INSIDE ANDOUTSIDE BUILDING WITH COLOR AS SELECTED BY ARCHITECT.

13. ALL VALVES, FLOW SWITCHES, AND ETC. ABOVE THE CEILING SHALL BE LABELED WITHENGRAVED LAMINATE TAG ATTACHED TO CEILING GRID WITH PRESSURE SENSITIVE TAPE. THE(RED) LAMINATE TAG SHALL BE 1/2" WIDE WITH 1/4" HIGH ENGRAVED (WHITE) LETTERS.

14. FIRE PROTECTION CONTRACTOR TO COORDINATE FINAL PLACEMENT OF SPRINKLER HEADSWITH REFLECTED CEILING PLANS. SPRINKLER HEADS SHALL BE INSTALLED IN STRAIGHT ANDPARALLEL LINES CENTERED IN A SYMMETRICAL AND UNIFORM PATTERN IN THE CEILING TILES(TYP ALL HEADS).

15. SPRINKLER HEADS TO BE PROVIDED IN TYPES AND FINISHES AS SPECIFIED INSPECIFICATIONS.

16. ALL WORK IS TO COMPLY WITH DESIGN AND INSTALLATION REQUIREMENTS PER NATIONALFIRE PROTECTION AGENCY 13, THE BASIC BUILDING CODE, AND THE OWNER'S INSURANCECOMPANY. THE MOST STRINGENT REQUIREMENTS SHALL APPLY.

17. FIRE PROTECTION CONTRACTOR SHALL PERFORM WATER FLOW TEST PRIOR TOPERFORMING HYDRAULIC CALCULATIONS AND SPRINKLER LAYOUT. TEST TO MEET N.F.P.A.REQUIREMENTS. CONTRACTOR SHALL COORDINATE WHEN TEST IS TO BE PERFORMED WITHOWNER AND COPY TEST RESULTS TO PROJECT ENGINEER AND OWNER.

18. FIRE PROTECTION CONTRACTOR SHALL HYDRAULICALLY CALCULATE AUTOMATIC SPRINKLERSYSTEM AND INSTALL NEW SYSTEM AS REQUIRED BY NEW CALCULATIONS AND DESIGN. THEFIRE PROTECTION CONTRACTOR SHALL DESIGN THE SYSTEM, SUBMIT AND ETC. AS LISTEDBELOW:

A. COMPLETE AND RETURN A/E AND STATE OF OHIO, DEPARTMENT OF INDUSTRIAL RELATIONS ACOPY OF THE AUTOMATIC SPRINKLER SYSTEM SUPPLEMENT FORM FB-13; THE SUBMITTED PLANSAND CALCULATIONS MUST ALSO INDICATE THE CERTIFIED INDIVIDUAL INSTALLING THESPRINKLER SYSTEM TO COMPLY WITH SECTION 4101:2-1-22(D); 4101:2-1-19 OBBC.B. PLANS FOR THE SPRINKLER SYSTEM SHALL CONTAIN THE FOLLOWING INFORMATION RELATIVETO THE WATER SUPPLY:1. THE PLANS SHALL SHOW THE WATER SUPPLY REQUIREMENTS FOR THE HYDRAULICALLY MOSTDEMANDING AREA. THE DESIGN CALCULATIONS SHALL SUBSTANTIATE THAT THE AVAILABLEWATER SUPPLY WILL FULFILL THE SYSTEM REQUIREMENTS.2. THE WATER SUPPLY REQUIREMENTS SHALL BE DETERMINED ACCORDING TO HAZARDCLASSIFICATION AS OUTLINED IN N.F.P.A. 13, OBBC APPROVED ADDITION, FROM EITHER TABLE5-2.2 PIPE SCHEDULE SYSTEMS OR TABLE 5-2.3 AND FIGURE 5-2.3 HYDRAULICALLY DESIGNEDSYSTEMS.3. WHEN SPRINKLER SYSTEMS ARE CONNECTED TO CITY WATER MAINS, FLOW TEST RESULTSSHALL BE SUBMITTED. THE PLANS SHALL SHOW THE FOLLOWING INFORMATION ON WATERFLOW DATA WITH EXISTING OR PROPOSED WATER SUPPLY, DEAD END OR CIRCULATING:a. LOCATION AND ELEVATION OF STATIC AND RESIDUAL TEST GAGE WITH RELATION TO THERISER REFERENCE POINT.b. FLOW LOCATION.c. STATIC PRESSURE, PSId. RESIDUAL PRESSURE, PSIe. FLOW, GPMf. DATEg. TIMEh. TEST CONDUCTED BY OR INFORMATION SUPPLIED BYi. PLOTTED GRAPH SHOWING WATER SUPPLY CURVES AND SYSTEM REQUIREMENTS INACCORDANCE WITH SECTIONS 6-3, 6-2.4, AND A-7-2.1 OF N.F.P.A. 13, APPROVED ADDITION.

19. FIRE MAIN TO BE HYDRAULICALLY CALCULATED AND SIZED TO DESIGN INSTALLATIONREQUIREMENTS AS PER N.F.P.A., SECTIONS 13, 14, AND 24.

20. INSTALL TEST AND DRAIN, SEE DETAIL AND NOTES ON DRAWING. BALL VALVE TO HAVE A 1/2"ROUND CORROSION RESISTANT SMOOTH BORE OUTLET GIVING THE EQUIVALENT FLOW OF ONESPRINKLER HEAD.

21. ALL OCCUPIED AREAS OF THE BUILDING ARE TO HAVE A WET PIPE SPRINKLER SYSTEM,HYDRAULICALLY CALCULATED AND SIZED TO DESIGN INSTALLATION REQUIREMENTS OF N.F.P.A.SECTIONS 13, 14 AND 24 FOR CBM HAZARD OCCUPANCY {AND THE O.B.B.C.} UNLESS NOTEDOTHERWISE.

22. IF THE FIRE PROTECTION CONTRACTOR REQUIRES ACCESS PANELS, THE FIRE PROTECTIONCONTRACTOR SHALL FURNISH THE ACCESS PANELS WITH INSTALLATION COSTS ASSUMED BYTHE FIRE PROTECTION CONTRACTOR, BUT INSTALLED BY THE GENERAL CONTRACTOR. ANYACCESS PANELS PURCHASED DURING CONSTRUCTION BY THE FIRE PROTECTION CONTRACTORSHALL MATCH THOSE ALREADY PURCHASED BY THE GENERAL CONTRACTOR.

DATESIGNATURE

MONTGOMERYCHAD B.

ST

ATE OF OHIO

PR

OFESSIONAL EN G

INE

ER

R EG I S T E RED

E-66683

N

M

L

K

J

H

G

F

E

D

1

C

B

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15

Project No:

Drawn By:


Prepared For


4651 Medina Road


p 330.666.7878

f 330.666.6061

www.domokur.com

Project Manager:

3/10

/202

0 8:

34:4

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FP0.1

FIRE PROTECTION GENERAL NOTES,SYMBOL LEGEND AND DETAILS

Author

2019128



2020



CBM

KENT, OH 44242-0001

03/10/2020

at

Typewritten Text


at

Typewritten Text

23

22

21

20

19

18

17

16

15a

15

14

13

12

1

1

23

22

21

20

19

18

17

16

15a

15

14

13

12

111

130-2

111-7

1

12

3

3

CODED NOTES1. PROJECT LIMITS. PRIOR TO CONSTRUCTION, THE FIRE PROTECTION CONTRACTOR OF RECORDSHALL SUBMIT IN WRITING TO THE OWNER AND DESIGN TEAM THEIR MEANS AND METHODS OFCONSTRUCTION TO MAINTAIN OPERATION OF THE SPRINKLER SYSTEM WITHIN THIS RENOVATIONAREA DURING CONSTRUCTION AND TO THE ADJACENT AREAS SERVED BY THIS SPRINKLERSYSTEM. THE REPORT SHALL INCLUDE BUT IS NOT LIMITED TO HOW TIE-INS SHALL INCUR ANDTHE TIME REQUIRED TO MAKE THESE CONNECTIONS, KEEPING IN MIND THAT DOWN TIME SHALLBE KEPT AT A MINIMUM. THE AUTOMATIC SPRINKLER SYSTEM SHALL REMAIN ACTIVE TO SERVETHIS AREA AT ALL TIMES EXCEPT AS ALLOWED BY THE FIRE MARSHAL AND OWNER FOR SYSTEMTIE-INS. CONTRACTOR IS RESPONSIBLE FOR:A. COMPLETELY REMOVING EXISTING SYSTEM WITHIN PROJECT LIMITS (SPRINKLER PIPING,FITTINGS, SPRINKLER HEADS, HANGERS AND SUPPORTS, ETC.) THE OWNERSHALL HAVE SALVAGE RIGHTS TO ANY ITEM REMOVED FROM THE SYSTEM AND ALL OTHER ITEMSSHALL BE REMOVED FROM THE SITE.B. INSTALLING TEMPORARY SYSTEM TO FULLY PROTECT AREA DURING CONSTRUCTION AND TIE-INS TO EXISTING SYSTEMS OUTSIDE OF PROJECT LIMITS.C. INSTALLING NEW SYSTEM AND TIE-INS TO EXISTING SYSTEMS OUTSIDE OF PROJECT LIMITS.THE NEW SPRINKLER SYSTEM SHALL CONSIST OF ALL NEW PIPING, FITTINGS, SPRINKLER HEADS,AND HANGERS AND SUPPORTS. THE NEW SYSTEM IS TO BE HYDRAULICALLY CALCULATED ANDSIZED FOR WET PIPE SYSTEM. DESIGN AND INSTALL IN ACCORDANCE WITH N.F.P.A. 13 LIGHTHAZARD OCCUPANCY (UNLESS NOTED OTHERWISE) AND THE OHIO BUILDING CODE.COORDINATE EXTENT OF WORK WITH ARCHITECTURAL REFLECTED CEILING PLAN.

2. REPLACE EXISTING RECESSED SPRINKLER HEAD COVERS THIS AREA WITH NEW IN CUSTOMCOLOR AS SELECTED BY ARCHITECT.

3. INSTALL SPRINKLERS ABOVE AND BELOW "FLOATING CEILINGS" IN ACCORDANCE WITH N.F.P.A.13 REQUIREMENTS. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLANS.

PLAN NOTESA. THIS DRAWING WAS DESIGNED AS 24" X 36" PLOT. IF THIS PLOT DOES NOT MATCH THEDESIGNED SIZE, THE GRAPHICAL SCALE MUST BE USED.

B. SEE SHEET FP0.1 FOR FIRE PROTECTION SYMBOL LEGEND, GENERAL NOTES, AND DETAIL.

C. THE F.P.C. SHALL RECOGNIZE THAT THE GENERAL BUILDING CONSTRUCTION, HVACDUCTWORK, PLUMBING PIPING, ELECTRICAL LIGHTING, AND TELECOM CABLE TRAYS SHALL TAKEPRECEDENCE IN LOCATION. OFFSET FIRE MAINS AND SPRINKLER PIPING AROUND STRUCTURALMEMBERS, DUCTWORK, PIPING, LIGHTING, AND CABLE TRAYS AS REQUIRED TO MAINTAIN FINALROOM DIMENSIONS. COORDINATE EXACT PIPE ROUTING WITH ALL TRADES.

D. SPRINKLER HEAD TYPES AT DESIGNATED AREAS:

FINISHED CEILINGS: SPRINKLER HEADS ARE TO BE CONCEALED TYPE WITH WHITE COVERPLATES. THE INSTALLATION OF SPRINKLER HEADS IN 2'X2' ACOUSTICAL TILE CEILINGS ARE TO BECENTERED AND EITHER CENTERED AT HALFWAY OR QUARTER POINTS IN 2'X4' TILES. IN GYPSUM,INSTALL SPRINKLER HEADS SYMMETRICALLY IN A STRAIGHT LINE. MAINTAIN A SYMMETRICALPATTERN FOR ALL FINISHED CEILING TYPES FOR AN AESTHETICALLY PLEASING EFFECT.COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN.

EXPOSED CEILINGS: SPRINKLERS ARE TO BE UPRIGHT/SIDE TYPE. COORDINATEWITH ARCHITECTURAL REFLECTED CEILING PLAN.

E. THE F.P.C. SHALL REMOVE THE EXISTING CEILING SYSTEM OUTSIDE OF PROJECT SCOPE ASREQUIRED FOR THE EXTENSION AND INSTALLATION OF THE AUTOMATIC SPRINKLER SYSTEM TOSERVE THIS AREA OF RENOVATION. THE F.P.C. SHALL REPLACE THE EXISTING CEILING SYSTEMTO MATCH EXISTING CONDITIONS. SEE ARCHITECTURAL PLANS FOR EXACT LIMITS OFCONSTRUCTION UNDER THIS PROJECT.

F. FIRE PROTECTION CONTRACTOR SHALL REMOVE OIL AND PREPARE AUTOMATIC SPRINKLERPIPING FOR PAINTING. THE FIRE PROTECTION CONTRACTOR SHALL THEN PLACE PLASTIC BAGSOVER SPRINKLER HEADS. THE FIRE PROTECTION CONTRACTOR SHALL PAINT THE EXPOSEDAUTOMATIC SPRINKLER PIPING AND THEN REMOVE PLASTIC BAGS FROM SPRINKLER HEADS.COORDINATE PIPE PREPARATION, COLOR, AND REQUIREMENTS WITH ARCHITECT.

DATESIGNATURE

MONTGOMERYCHAD B.

ST

ATE OF OHIO

PR

OFESSIONAL EN G

INE

ER

R EG I S T E RED

E-66683

0' 1' 2'

1/2" = 1' 0"

0' 1' 3'

3/8" = 1' 0"

0' 2' 4'

1/4" = 1' 0"

0' 3' 6'1'

3/16" = 1' 0"

0' 4' 8'2'

1/8" = 1' 0"

0' 3' 12'

3/32" = 1' 0"

6'0' 8' 16'4'

1/16" = 1' 0"

N

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2 3 4 5 6 7 8 9 10 11 12 13 14 15

Project No:

Drawn By:


Prepared For


4651 Medina Road


p 330.666.7878

f 330.666.6061

www.domokur.com

Project Manager:

3/10

/202

0 8:

34:5

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FP1.1

DEMOLITION/NEW WORK - FIRSTFLOOR PLAN - FIRE PROTECTION

Author

2019128



2020



CBM

KENT, OH 44242-0001

03/10/2020

N1/8" = 1'-0"

DEMOLITION - FIRST FLOOR PLAN - FIRE PROTECTIONN

1/8" = 1'-0"

NEW WORK - FIRST FLOOR PLAN - FIRE PROTECTION

at

Typewritten Text



US

SAN

UST

GW

DCW

DHW

RDHW

F.D.

PLUMBING SYMBOL LEGEND

US SANITARY SEWER BELOW FLOOR OR GRADE

SAN SANITARY SEWER ABOVE FLOOR

SANITARY VENT

IW INDIRECT WASTE (ABOVE OR BELOW FLOOR)

UST STORM SEWER BELOW FLOOR OR GRADE

GW SANITARY GREASE WASTE

DCW DOMESTIC COLD WATER

DHW DOMESTIC HOT WATER

RDHW RECIRCULATED DOMESTIC HOT WATER

SHOCK STOP IN HORIZONTAL

GAS COCK

BALL VALVE

BALANCE VALVE (SEE SPECIFICATIONS)

CHECK VALVE (SWING)

CONCENTRIC REDUCER/INCREASER

UNION

FLANGED UNION

C.O. CLEANOUT

FW/FCO FLUSH WITH FLOOR CLEANOUT

FW/WCO FLUSH WITH WALL CLEANOUT

F.D. SANITARY FLOOR DRAIN

P__-__ PLUMBING FIXTURE (SEE SCHEDULE)

PE__-__ PLUMBING EQUIPMENT (SEE SCHEDULE)






K.E.C. K.E.C. KITCHEN EQIPMENT CONSULTANT



F.F.E. F.F.E. FINISHED FLOOR ELEVATION



N.C. N.C. NORMALLY OPEN

TYP. TYP. TYPICAL




PLUMBING DEMOLITION GENERAL NOTES1. THE GENERAL NOTES LISTED HERE APPLY TO ALL DEMOLITION DRAWINGS IN ADDITION TO ANYADDITIONAL DEMOLITION DRAWING NOTES ON THE INDIVIDUAL DEMOLITION DRAWINGS.


3. WALLS SHOWN IN DASHED ARE BEING REMOVED. WALLS SHOWN TO BE REMOVED MAYCONTAIN PLUMBING PIPING TO FIXTURES THAT ARE TO REMAIN. THIS PIPING IS TO BEPROTECTED DURING WORK.

4. DARK, DASHED LINES INDICATE PIPING AND EQUIPMENT TO BE REMOVED.

5. UNLESS NOTED OTHERWISE, ALL PIPING TO BE DEMOLISHED SHALL BE REMOVED BACK TO THEMAIN AND CAPPED.

6. CAP ALL REMAINING PIPING WITH SIMILAR MATERIALS. PIPE ENDS INDICATED TO BE CAPPEDARE NOT TO BE CRIMPED. ALL DCW, DHW, & RDHW PIPING SHOWN TO BE REMOVED AND NOTINDICATED TO BE EXTENDED WITH NEW WORK, THE CAPPED ENDS ARE TO BE INSULATED WITHMATERIALS SPECIFIED FOR NEW WORK.

7. NEW INSULATION IS TO BE INSTALLED ON ANY EXPOSED SECTIONS OF PIPING THAT WASPREVIOUSLY INSULATED PRIOR TO THE START OF DEMOLITION WORK. THIS INCLUDES CAPPEDENDS OF PIPING.

8. PROVIDE HANGERS TO SUPPORT ANY REMAINING PIPING OR EQUIPMENT.

9. REMOVE ALL HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT BEING DEMOLISHED.

10. OWNER SHALL HAVE SALVAGE RIGHTS TO ANY EQUIPMENT OR MATERIALS BEING REMOVED.ANY EQUIPMENT OR MATERIALS REFUSED BY THE OWNER SHALL BE REMOVED FROM THE SITE.SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

11. SEE SPECIFICATIONS FOR ALL CUTTING AND PATCHING REQUIREMENTS REQUIRED UNDERDEMOLITION AND ALSO INDICATED ON DRAWINGS.

12. THIS CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO START OFCONSTRUCTION.

13. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION ANDELEVATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING WORK. THEPLUMBING CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES WHICH OCCURS BY HIS FAILURETO LOCATE OR PRESERVE THE UNDERGROUND CONDITIONS.

14. IF DURING CONSTRUCTION OPERATIONS, THE PLUMBING CONTRACTOR ENCOUNTERSUTILITIES OTHER THAN THOSE LOCATIONS SHOWN IN THE PLANS, HE SHALL IMMEDIATELYNOTIFY THE ENGINEER AND TAKE THE NECESSARY STEPS TO PROTECT THE FACILITY ANDASSURE THE CONTINUANCE OF SERVICE.

15. AN ATTEMPT HAS BEEN MADE TO SHOW ALL ITEMS TO BE REMOVED AND/OR RELOCATED.FIELD VERIFY EXISTING CONDITIONS INCLUDING LOCATIONS AND INVERTS AND REMOVE ORRELOCATE ALL PLUMBING PIPING THAT INTERFERES WITH NEW CONSTRUCTION PRIOR TO STARTOF WORK.

16. ANY DISRUPTION OF ANY EXISTING SERVICE THAT SERVES THE BUILDING SHALL BECOORDINATED WITH THE OWNER PRIOR TO DISRUPTION. WORK ASSOCIATED WITH THISSERVICE SHALL BE PERFORMED AT A TIME REQUESTED BY OWNER WHICH COULD BEPERFORMED OFF STANDARD WORKING HOURS AT NO ADDITIONAL COST TO OWNER FOR TIME OFWORK. COST TO BE INCLUDED UNDER BASE BID FOR PROJECT.

17. THE PLUMBING CONTRACTOR IS TO MINIMIZE THE AMOUNT OF CEILING AND WALL REMOVALON THE REMOVAL AND REPLACEMENT OF SANITARY, VENT, DCW, AND DHW LINES SERVINGPLUMBING FIXTURES. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR PATCHING THECEILING, CHASE, AND WALLS TO MATCH EXISTING CONDITIONS. REMOVAL OF SANITARY ANDWATER PIPING IS TO BE COORDINATED WITH THE NEW WORK PLANS AND THE OWNER TOMINIMIZE DISTURBANCE.

18. WHERE PLUMBING PIPING HAS BEEN REMOVED AND/OR CAPPED, THE PLUMBINGCONTRACTOR IS TO PATCH FLOOR/WALL TO MATCH EXISTING CONDITIONS.

19. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING OF EXISTINGWALLS, CEILINGS, AND FLOORS THAT REQUIRES PLUMBING WORK AND IS OUTSIDE THISPROJECT. PATCHING IS TO MATCH EXISTING CONSTRUCTION AND FINISH.

20. REMOVAL AND REINSTALLATION OF CEILINGS NOT INDICATED TO BE REMOVED ANDREINSTALLED ON THE ARCHITECTURAL DRAWINGS TO BE PERFORMED BY THIS CONTRACTORFOR DEMOLITION OR INSTALLATION OF NEW PIPING OR EQUIPMENT OUTSIDE THE PROJECTAREA. REMOVAL OF PLUMBING PIPING IN CEILING SPACE IS TO BE COORDINATED WITH THE NEWWORK PLAN TO MINIMIZE DISTURBANCE TO ADJACENT SPACES.

PLUMBING NEW WORK GENERAL NOTES1. THE GENERAL NOTES LISTED HERE APPLY TO ALL PLUMBING DRAWINGS IN ADDITION TO ANYADDITIONAL DRAWING NOTES ON THE INDIVIDUAL DRAWINGS.


3. FIELD VERIFY EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION.

4. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION ANDELEVATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING WORK. THEPLUMBING CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES WHICH OCCURS BY HIS FAILURETO LOCATE OR PRESERVE THE UNDERGROUND CONDITIONS.

5. IF DURING CONSTRUCTION OPERATIONS, THE PLUMBING CONTRACTOR ENCOUNTERSUTILITIES OTHER THAN THOSE LOCATIONS SHOWN IN THE PLANS, HE SHALL IMMEDIATELYNOTIFY THE ENGINEER AND TAKE THE NECESSARY STEPS TO PROTECT THE FACILITY ANDASSURE THE CONTINUANCE OF SERVICE.

6. COORDINATE WITH GENERAL TRADES WORK, HVAC WORK, FIRE PROTECTION WORK,ELECTRICAL WORK AND OTHER WORK.


8. THE PLUMBING DESIGN DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOWEXACT LOCATION OF EQUIPMENT AND PIPING UNLESS DIMENSIONS ARE GIVEN OR OTHERWISEIMPLIED FOR CLEARANCES, ETC. PIPING AND PLUMBING EQUIPMENT ARE TO BE INSTALLEDALONG THE GENERAL PLANS SHOWN ON THE DRAWINGS, BUT KEEPING IN MIND ACTUALBUILDING CONDITIONS WHICH MUST BE CONFORMED WITH IN THE ACTUAL WORK. CONTRACTORSIN THEIR BIDS ARE REQUIRED TO INCLUDE ALL LABOR AND MATERIALS AND OTHER RELATEDWORK NECESSARY TO PROVIDE MINOR OFFSETS IN PLUMBING WORK AS REQUIRED TO AVOIDCONFLICT WITH OTHER WORK ON THIS PROJECT OR AS REQUIRED IN ORDER TO OBTAINMAXIMUM HEAD ROOM OR EQUIPMENT ACCESS IN SPACES.

9. THE PLUMBING CONTRACTOR IS TO COORDINATE ALL PIPING WITH OTHER TRADES PRIOR TOROUTING PIPING AND SHALL MAKE OFFSETS AND ADJUST PIPE ROUTING AS REQUIRED TOHANDLE CONFLICTS IN FIELD. THE PLUMBING CONTRACTOR SHALL ALSO BE REQUIRED TOOFFSET VERTICAL SANITARY AND VENT LINES AROUND STRUCTURAL MEMBERS AS REQUIREDAND SHALL INCLUDE IN THEIR BASE BID THE ASSOCIATED COST FOR ADDITIONAL FITTINGS,PIPING, AND MAN HOURS TO ACCOMMODATE CONFLICTS.

10. SEE ARCHITECTURAL PLANS FOR EXACT LOCATION AND ELEVATION OF PLUMBING FIXTURES.

11. ALL COLD WATER AND HOT WATER PIPING TO INDIVIDUAL SINKS AND INDIVIDUAL LAVATORIESTO BE 1/2", UNLESS OTHERWISE INDICATED.

12. UNLESS OTHERWISE NOTED SEE PLUMBING FIXTURE SCHEDULE FOR FIXTURE DRAIN, VENT,DCW AND DHW PIPE SIZES.

13. P.C. TO FURNISH WALL FLANGES AROUND ALL PIPING EXPOSED BELOW CEILING ANDCASEWORK.

14. P.C. TO COORDINATE ALL COUNTERTOP SINKS WITH CASEWORK TO ENSURE PROPERINSTALLATION AND CLEARANCE REQUIREMENTS PRIOR TO ORDERING AND INSTALLATION.COORDINATE ANY CHANGE IN SIZE OR CONFIGURATION WITH PROJECT ENGINEER ANDARCHITECT.

15. UNLESS OTHERWISE INDICATED, ALL PIPING TO RUN GENERALLY BELOW DUCTWORK FORACCESS TO VALVING. DO NOT OBSTRUCT EQUIPMENT OR ACCESS DOORS.

16. SEE PROJECT SPECIFICATIONS FOR CUTTING AND PATCHING RESPONSIBILITIES.

17. DRAIN VALVES WITH HOSE ADAPTORS ARE TO BE INSTALLED AT THE BASE OF ALL DCW, DHW,AND RDHW RISERS.

18. EQUIPMENT CONNECTION ARRANGEMENTS, FLANGES, UNIONS, VALVING, ETC. ARE NOTTYPICALLY SHOWN ON PLAN VIEWS. REFER TO DETAILS FOR REQUIREMENTS. INSTALL ALLVALVES AND OTHER ITEMS REQUIRING OR FACILITATING MAINTENANCE IN ACCESSIBLELOCATIONS, AND SO AS TO NOT OBSTRUCT MAINTENANCE ON EQUIPMENT SERVED.

WALL SECTION

FLOOR SECTION

FURNISH AND INSTALLFIRESTOP MATERIALS INACCORDANCE WITHAPPROPRIATE U.L. SYSTEMSTO MAINTAIN FIRE RESISTANCERATING

PIPE SLEEVE


FLOOR SLAB; SEEARCHITECTURAL DRAWINGSFOR FLOOR CONSTRUCTIONAND FIRE RATING

PIPE INSULATION WITH PVCJACKET (WHERE SPECIFIED)

PIPING WITH FREEZE PROTECTIONSELF-REGULATING HEATING CABLE(WHERE SPECIFIED)

FURNISH AND INSTALL FIRESTOPMATERIALS IN ACCORDANCE WITHAPPROPRIATE U.L. SYSTEMS TOMAINTAIN FIRE RESISTANCE RATING

PIPE SLEEVE (SLEEVE TOEXTEND 2" ABOVE FLOORIN MECHANICAL EQUIPMENTROOMS.)

SEAL JOINT BETWEEN SLEEVEAND FLOOR SLAB WITH MIN. 1/2"BEAD FIRESTOP CAULK

SEE ARCHITECTURALDRAWINGS FOR WALLCONSTRUCTION AND FIRERATING

PIPING WITH FREEZE PROTECTIONSELF-REGULATING HEATING CABLE(WHERE SPECIFIED)

PIPE INSULATION WITH PVCJACKET (WHERE SPECIFIED)

NOTES:1. WHERE PIPES, DUCTS AND OTHER COMPONENTS PASS THROUGH FIRE OR SMOKE RATED WALLS ORFLOORS, PROVIDE NON-ASBESTOS SEAL ASSEMBLIES CLASSIFIED BY U.L. TO PROVIDE FIRE BARRIERSEQUAL TO OR GREATER THAN THE TIME RATING OF THE CONSTRUCTION BEING PENETRATED, WITHAPPROPRIATE MATERIALS AND SYSTEMS THAT COMPLY WITH APPLICABLE CODES AND THAT HAVE BEENTESTED IN ACCORDANCE WITH U.L. 1479 OR ASTM E814.




5. CONTRACTOR SHALL PROVIDE SUBMITTAL DRAWINGS TO ARCHITECT, INCLUDING U.L. RATED SYSTEMNUMBER AND DETAIL FOR EACH TYPE OF PENETRATION AND CONFIGURATION.

6. THE FIRESTOPPING SYSTEMS ARE TO BE INSTALLED BY EXPERIENCED, MANUFACTURER TRAINED, ANDUL CERTIFIED OR FM CERTIFIED PERSONNEL.

7. ALL FIRESTOPPING MATERIAL IS TO BE PROVIDED FROM A SINGLE MANUFACTURER FOR ALLAPPLICATIONS.

8. CONTRACTOR SHALL CONSULT MANUFACTURER'S TECHNICAL EXPERTS FOR ASSISTANCE IN SELECTINGAPPROPRIATE FIRESTOPPING SYSTEM FOR EACH APPLICATION.


FIRESTOPPING DETAIL FOR PENETRATIONSCLEVIS HANGER PIPE SUPPORT

N.T.S.

NOTE:REFER TO HANGER SPECIFICATIONSFOR ADDITIONAL REQUIREMENTS.

PIPE ℄

TYPICAL FORUN-INSULATED PIPE

TYPICAL FORINSULATED PIPE

STRUCTURAL FRAMINGNOTE: SUPPLY ADDITIONALSUPPORT STEEL ASREQUIRED

BEAM CLAMP

HEX NUTS (4 REQUIRED)THREADED ROD (SEESPECIFICATIONS FOR DIAMETER)

ADJUSTABLE CLEVIS HANGER

PIPE WITH INSULATION ANDJACKET (AS APPLICABLE).SEE SPECIFICATIONS FORREQUIREMENTS.

180 DEG. INSULATION PROTECTIONSHIELD, 14 GA., GALVANIZED BY 18"LONG FOR PIPING 8" AND OVER.SEE SPECIFICATIONS FOR 6" ANDUNDER.

SUPPORT BLOCK (SEESPECIFICATIONS)

8 "

10 3/4"

FAUCET

LAMINAR FLOWCONTROL DEVICE

LOOSE KEYANGLE STOP

OFFSET WASTE

TRAP PARALLEL TOWALL

ESCUTCHEON

34"

FINISHED FLOORCHROME PLATEDESCUTCHEON(TYPICAL)

LOOSE KEYSTOP (TYPICAL)

ALL EXPOSED PIPING TO BECHROME PLATED (TYPICAL)

HOT WATER RISERTO LAVATORY FAUCET

COLD WATER RISERTO LAVATORY FAUCETTHERMOSTATIC POINT

OF USE MIXING VALVE WITHINTEGRAL CHECK VALVES(SET TO 105° F)

TYPICAL HAND SINK DETAILN.T.S.

TWO-COMPARTMENT SINK DETAILN.T.S.

HOT WATER RISERTO LAVATORY FAUCET

ALL EXPOSED PIPING TO BECHROME PLATED (TYPICAL)

LOOSE KEYSTOP (TYPICAL)

CHROME PLATEDESCUTCHEON(TYPICAL)

COLD WATER RISERTO LAVATORY FAUCET

DATESIGNATURE

MONTGOMERYCHAD B.

ST

ATE OF OHIO

PR

OFESSIONAL EN G

INE

ER

R EG I S T E RED

E-66683

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Project No:

Drawn By:


Prepared For


4651 Medina Road


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f 330.666.6061

www.domokur.com

Project Manager:

3/10

/202

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P0.1

PLUMBING GENERAL NOTES, SYMBOLLEGEND AND DETAILS

Author

2019128



2020



CBM

KENT, OH 44242-0001

03/10/2020

at

Typewritten Text


23

22

21

20

19

18

17

16

15a

15

14

13

12

111

130-2

111-7

1/2"

DHW

1/2"

DCW

4

1

2

6

3

P1-1

5

PLAN NOTESA. THIS DRAWING WAS DESIGNED AS 30" X 42" PLOT. IF THIS PLOT DOES NOT MATCH THEDESIGNATED SIZE, THE GRAPHICAL SCALE MUST BE USED.

B. SEE SHEET P0.1 FOR PLUMBING GENERAL NOTES, SYMBOL LEGEND, SCHEDULES, ANDDETAILS.

C. PLUMBING CONTRACTOR WILL NEED TO COORDINATE CUTTING AND PATCHING WITHOWNER. ALL CUTTING AND PATCHING OF WALLS, FLOORS AND CEILINGS SHALL BE LIMITED TOONLY AREA REQUIRED FOR DEMOLITION OF EXISTING PLUMBING FIXTURES/EQUIPMENT ANDASSOCIATED TRIM AND PIPING. PATCH TO MATCH ALL EXISTING CONSTRUCTION, FIRE/SMOKERATINGS AND ROOM FINISH. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.COORDINATE EXTENT OF DEMOLITION WITH NEW WORK PLANS.

D. THESE CONTRACT DOCUMENTS HAVE BEEN COMPILED FROM ORIGINAL DESIGN DRAWINGSAND FIELD VERIFIED WHERE POSSIBLE. DUE TO UNFORSEEN PRE-EXISTING CONDITIONS WHICHINCLUDES EXISTING CONCEALED PIPING, THE CONTRACTOR SHALL INCLUDE IN HIS BASE BID ASUM TO HANDLE PIPING OFFSETS AND REROUTING OF EXISTING SERVICE MAINS IN NEW WALLSOR CHASES AT NO ADDITIONAL COST TO THE OWNER. EXISTING SANITARY AND DOMESTICWATER PIPING MAINS LOCATED WITHIN THIS PROJECT SCOPE OF WORK DO IN FACT SERVEPLUMBING FIXTURES LOCATED ON ABOVE FLOORS. ALL SHUT-DOWNS TO ABOVE FLOORS SHALLBE SCHEDULED 2-WEEKS AHEAD OF TIME WITH THE FACILITY. MINIMIZE DOWN-TIME.SCHEDULING SHALL INCLUDE LOCATION AND DATES OF ANITICIPATED CONSTRUCTION WORK.

E. ALL NOISY CONSTRUCTION WORK SHALL BE SCHEDULED 1-WEEK AHEAD OF TIME WITH THEFACILITY. SCHEDULING SHALL INCLUDE LOCATION AND DATES OF ANTICIPATED CONSTRUCTIONWORK.

F. THE CONTRACTOR SHALL COORDINATE THE EXTENT OF PIPE REMOVAL WITH NEW WORKPLUMBING AND ARCHITECTURAL PLANS AS TO LIMIT THE EXTENT OF DEMOLITION REQUIRED.

G. DARK, DASHED LINES INDICATE PIPING AND EQUIPMENT TO BE REMOVED.

H. ALL PLUMBING WORK LOCATED OUTSIDE OF PROJECT SCOPE CEILING SPACES SHALL BEPERFORMED DURING PREMIUM TIME AFTER 5 PM AND THESE AREAS SHALL BE CLEANED ANDBACK TO NORMAL OPERATION BY 6 AM.

I. ALL EXPOSED PIPING BELOW SINKS AND COUNTER LINE SUBJECTED TO DAMAGE SHALL BEPROVIDED WITH INSULATED PVC JACKETS.

CODED NOTES1. TIE INTO EXISTING MAINS AND EXTEND 3/4" DCW AND 3/4" DHWS AS INDICATED.

2. 2" IW FROM NEW 2-COMPARTMENT SINK, ROUTE ALONG WALL, AND TERMINATE AT EXISTINGFLOOR DRAIN WITH AIR GAP DEVICE/FUNNEL. MODIFY FLOOR DRAIN GRATE AS REQUIRED.PROVIDE ROUGH IN AND FINAL CONNECTION TO EACH COMPARTMENT WITH P-TRAP.

3. EXTEND 1/2" DCW AND 1/2" DHW DOWN IN WALL TO HAND SINK. PROVIDE ASSE 1070THEMOSTATIC MIXING VALVE AT HAND SINK.

4. INSTALL 1-1/2" IW FROM SINK WITH P-TRAP. ROUTE IN WALL AND SPILL INTO EXISTING FLOORDRAIN AS INDICATED. PROVIDE AIR GAP DEVICE/FUNNEL. MODIFY FLOOR DRAIN GRATE ASREQUIRED.

5. REFER TO ARCHITECTURAL DRAWINGS FOR 2-COMPARTMENT SINK REQUIREMENTS.PLUMBING CONTRACTOR SHALL PROVIDE FIXTURES TRAPS WITH CLEANOUTS, STOPS, PIPING,FITTINGS, AND ALL OTHER MATERIALS REQUIRED FOR COMPLETE INSTALLATION. PLUMBINGCONTRACTOR TO ALSO INSTALL AND CONNECT FAUCET, WASTE BASKETS, AND TWIST WASTESWITH NECESSARY COMPONENTS AND FITTINGS TO MAKE FINAL CONNECTIONS.

6. EXTEND 1/2" DCW AND 1/2" DHW DOWN IN WALL TO HAND SINK.

DATESIGNATURE

MONTGOMERYCHAD B.

ST

ATE OF OHIO

PR

OFESSIONAL EN G

INE

ER

R EG I S T E RED

E-66683

0' 1' 2'

1/2" = 1' 0"

0' 1' 3'

3/8" = 1' 0"

0' 2' 4'

1/4" = 1' 0"

0' 3' 6'1'

3/16" = 1' 0"

0' 4' 8'2'

1/8" = 1' 0"

0' 3' 12'

3/32" = 1' 0"

6'0' 8' 16'4'

1/16" = 1' 0"

N

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Project No:

Drawn By:


Prepared For


4651 Medina Road


p 330.666.7878

f 330.666.6061

www.domokur.com

Project Manager:

3/10

/202

0 8:

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P1.1

NEW WORK - FIRST FLOOR PLAN -PLUMBING

Author

2019128



2020



CBM

KENT, OH 44242-0001

03/10/2020

N1/8" = 1'-0"

NEW WORK - FIRST FLOOR PLAN - PLUMBING

c1.1-1/2" CHROME PLATED CAST BRASS P-TRAP W/ CLEANOUT

d1."CHICAGO FAUCET" NO. 1017 LOOSE KEY ANGLE STOPS AND 3/8" O.D. FLEXIBLE RISERS AND WALL FLANGE

NOTES:

PLUMBING FIXTURE SCHEDULE

MARKNO. DESCRIPTION MAKE MODEL SIZE TRIM DRANINAGE WATER CARRIER REMARKSW.P. V.P. CW HWP1-1 HAND SINK ADVANCE TABCO 7-PS-25 16"X14"X5" c1, d1 1-1/2" N/A 1/2" 1/2" WALL HUNG, BOTTOM OUTLET, STAINLESS STEEL, PROVIDED WITH 1-1/2" STAINLESS STEEL DRAIN WITH STRAINER

PLATE, GOOSENECK FAUCET WITH WRIST BLADE HANDLES, DECK MOUNTED LIQUID SOAP DISPENSER, WALL MOUNTINGBRACKET, AND SIDE SPLASH FOR ONE SIDE. VERIFY SIDE FOR SIDE SPLASH WITH ARCHITECT.

at

Typewritten Text


NOTES:

FLOOR SECTION

WALL SECTION


1. WHERE PIPES, DUCTS AND OTHER COMPONENTS PASS THROUGH FIRE OR SMOKE RATED WALLS ORFLOORS, PROVIDE NON-ASBESTOS SEAL ASSEMBLIES CLASSIFIED BY U.L. TO PROVIDE FIRE BARRIERS EQUALTO OR GREATER THAN THE TIME RATING OF THE CONSTRUCTION BEING PENETRATED, WITH APPROPRIATEMATERIALS AND SYSTEMS THAT COMPLY WITH APPLICABLE CODES AND THAT HAVE BEEN TESTED INACCORDANCE WITH U.L. 1479 OR ASTM E814.




5. CONTRACTOR SHALL PROVIDE SUBMITTAL DRAWINGS TO ENGINEER, INCLUDING U.L. RATED SYSTEMNUMBER AND DETAIL FOR EACH TYPE OF PENETRATION AND CONFIGURATION.



SEAL JOINT BETWEEN SLEEVEAND FLOOR SLAB WITH MIN.1/2" BEAD FIRESTOP CAULK

PIPE SLEEVE (SLEEVE TOEXTEND 2" ABOVE FLOOR INMECHANICAL EQUIPMENT ROOMS)




PIPE SLEEVE


FLOOR SLAB; SEEARCHITECTURAL DRAWINGS FORFLOOR CONSTRUCTION ANDFIRE RATING


FIRESTOPPING DETAIL FORPENETRATIONS


HVAC NEW WORK GENERAL NOTES1. THE GENERAL NOTES LISTED HERE APPLY TO ALL HVAC DRAWINGS IN ADDITION TO ANYADDITIONAL DRAWING NOTES ON THE INDIVIDUAL DRAWINGS.

2. REFER ALSO TO DUCTWORK MATERIAL SCHEDULE AND NOTES FOR ADDITIONAL GENERALNOTES APPLICABLE TO DUCTWORK.


4. FIELD VERIFY EXISTING CONDITIONS.

5. COORDINATE WITH GENERAL TRADES WORK, PLUMBING WORK, FIRE PROTECTION WORK,ELECTRICAL WORK AND OTHER WORK.


7. THE MECHANICAL DESIGN DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOWEXACT LOCATION OF EQUIPMENT, PIPING AND DUCTWORK UNLESS DIMENSIONS ARE GIVEN OROTHERWISE IMPLIED FOR CLEARANCES, ETC. PIPING, DUCTWORK AND MECHANICAL EQUIPMENTARE TO BE INSTALLED ALONG THE GENERAL PLANS SHOWN ON THE DRAWINGS, BUT KEEPING INMIND ACTUAL BUILDING CONDITIONS WHICH MUST BE CONFORMED WITH IN THE ACTUAL WORK.CONTRACTORS IN THEIR BIDS ARE REQUIRED TO INCLUDE ALL LABOR AND MATERIALS ANDOTHER RELATED WORK NECESSARY TO PROVIDE MINOR OFFSETS IN MECHANICAL WORK ASREQUIRED TO AVOID CONFLICT WITH OTHER WORK ON THIS PROJECT, OR AS REQUIRED INORDER TO OBTAIN MAXIMUM HEAD ROOM OR EQUIPMENT ACCESS IN SPACES.

8. PHASING - SEE DIVISION 1 PROJECT SPECIFICATION PHASING DOCUMENTS FOR SPECIFICPHASING INSTRUCTIONS. COORDINATE SHUT-DOWN OF ANY UTILITY IN ADVANCE WITH THEOWNER. ACCOMPLISH DRAIN DOWN AND RE-FILL OF PIPING SYSTEMS AS REQUIRED. UNLESSOTHERWISE SPECIFICALLY INDICATED, EXISTING CHILLED WATER SYSTEMS SHALL NOT BEDISRUPTED DURING THE COOLING SEASON, AND HEATING SYSTEMS SHALL NOT BE DISRUPTEDWHEN REQUIRED FOR OCCUPANT COMFORT OR BUILDING FREEZE PROTECTION.

9. MAINTAIN REQUIRED RIGGING ACCESS CLEARANCES. COORDINATE CLEARANCEREQUIREMENTS WITH OTHER TRADES.

10. DO NOT ROUTE DUCTWORK OR PIPING OVER ELECTRICAL EQUIPMENT.

HVAC DEMOLITION GENERAL NOTES1. THE GENERAL NOTES LISTED HERE APPLY TO ALL HVAC DEMOLITION DRAWINGS IN ADDITIONTO ANY ADDITIONAL DEMOLITION DRAWING NOTES ON THE INDIVIDUAL DEMOLITION DRAWINGS.



4. COORDINATE WITH GENERAL TRADES WORK, PLUMBING WORK, FIRE PROTECTION WORK,ELECTRICAL WORK AND OTHER WORK.


6. PHASING - SEE DIVISION 1 PROJECT SPECIFICATION PHASING DOCUMENTS FOR SPECIFICPHASING INSTRUCTIONS. COORDINATE SHUT-DOWN OF ANY UTILITY IN ADVANCE WITH THEOWNER. ACCOMPLISH DRAIN DOWN AND RE-FILL OF PIPING SYSTEMS AS REQUIRED. UNLESSOTHERWISE SPECIFICALLY INDICATED, EXISTING CHILLED WATER SYSTEMS SHALL NOT BEDISRUPTED DURING THE COOLING SEASON, AND HEATING SYSTEMS SHALL NOT BE DISRUPTEDWHEN REQUIRED FOR OCCUPANT COMFORT OR BUILDING FREEZE PROTECTION.

7. DARK, DASHED LINES INDICATE PIPING, DUCTWORK AND EQUIPMENT TO BE REMOVED.

8. SEE SPECIFICATIONS FOR GENERAL CUTTING AND PATCHING REQUIREMENTS REQUIREDUNDER DEMOLITION. ALSO SEE DRAWINGS FOR MORE SPECIFIC REQUIREMENTS.

9. SEE SPECIFICATIONS FOR SALVAGE RIGHTS TO ANY EQUIPMENT OR MATERIALS BEINGREMOVED.

10. REMOVE ALL HANGERS AND SUPPORTS SERVING PIPING, DUCTWORK AND EQUIPMENT BEINGDEMOLISHED. PROVIDE AND/OR ADJUST EXISTING HANGERS TO SUPPORT ANY REMAININGPIPING, DUCTWORK, OR EQUIPMENT ADJACENT TO DEMOLISHED.

11. CAP ALL REMAINING ACTIVE DUCTWORK WITH SIMILAR MATERIALS TO MATCH EXISTING ANDSEALED AIRTIGHT. INSULATED DUCTWORK SHALL BE INSULATED AT CAP WITH MATERIALSSPECIFIED FOR NEW WORK.

12. THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL/REINSTALLATION OFCEILINGS ASSOCIATED WITH DEMOLITION OF DUCTWORK, AND EQUIPMENT. THE HVACCONTRACTOR SHALL TEMPORARILY SUPPORT ALL ASSOCIATED CEILING EQUIPMENT SUCH ASLIGHTS, SMOKE DETECTORS, ETC. AS REQUIRED FOR THIS WORK.


-

HVAC SYMBOL LEGEND

CODED NOTE (SEE SCHEDULE)

ME__-__ MECHANICAL EQUIPMENT (SEE SCHEDULE)






T.C.C. T.C.C. TEMPERATURE CONTROL SUB-CONTRACTOR



A.L. A.L. ACTIVE LENGTH



N.C. N.C. NORMALLY CLOSED

TYP. TYP. TYPICAL

E.A. E.A. EXHAUST AIR

R.A. R.A. RETURN AIR

S.A. S.A. SUPPLY AIR

M.O.B.D. M.O.B.D. MANUAL OPPOSED BLADE DAMPER

O.B.D. O.B.D. OPPOSED BLADE DAMPER

90° ELBOW WITH TURNING VANES

SQUARE-TO-ROUND DUCT TRANSITION

MANUAL BALANCING DAMPER




DATESIGNATURE

MONTGOMERYCHAD B.

ST

ATE OF OHIO

PR

OFESSIONAL EN G

INE

ER

R EG I S T E RED

E-66683

N

M

L

K

J

H

G

F

E

D

1

C

B

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15

Project No:

Drawn By:


Prepared For


4651 Medina Road


p 330.666.7878

f 330.666.6061

www.domokur.com

Project Manager:

3/10

/202

0 8:

36:5

7 AM

C:\U

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\Mat

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M0.1

MECHANICAL GENERAL NOTES,SYMBOL LEGEND, AND DETAILS

Author

2019128



2020



CBM

KENT, OH 44242-0001

03/10/2020

1. MOUNTING FRAME TYPES SHALL BE COORDINATED WITH THE ARCHITECTURAL REFLECTED CEILING PLAN.2. FURNISH ALL DIFFUSERS, REGISTERS AND GRILLES IN STANDARD WHITE FINISH UNLESS OTHERWISE NOTED.3. NOT ALL DIFFUSERS, REGISTERS OR GRILLES ARE NECESSARILY USED ON THIS PROJECT. SEE DRAWINGS FOR ACTUAL TYPE AND QUANTITY REQUIREMENTS.4. THE SYMBOL ON THE DUCTWORK PLANS INDICATES THE MARK, AND THE AIR BALANCE IN CFM. THE DIFFUSER, REGISTER, OR GRILLE NECK SIZE WILL BE DETERMINED FROM THIS SCHEDULE GIVEN THE MARK (A,B,C,ETC.) AND THE CORRESPONDING CFM. MANUFACTURERS NOT LISTED MUST CONFORM TO SCHEDULED CHARACTERISTICS. IF LARGER NECK SIZES ARE REQUIRED TO OBTAIN AIR QUANTITIES WITH MAXIMUM NOISECRITERIA (NC) SCHEDULED, INSTALLING CONTRACTOR MUST INCLUDE ALL COSTS ASSOCIATED WITH CHANGES OF THIS NATURE IN HIS BID. IN NO CASE WILL SMALLER NECK SIZES THAN SCHEDULED BE PERMITTED.5. ALL DIFFUSERS SHALL BE SELECTED FOR FOUR WAY THROW PATTERN UNLESS OTHERWISE INDICATED.

NOTES:

DIFFUSER, REGISTER & GRILLE SCHEDULE

NO. MAKE MODEL DAMPER MOUNTING NOMINALFACE SIZE MAX NC NECK SIZE (INCHES) REMARKS500 740

A TITUS OMNI N/A LAY IN 24"X24" 20 12 -B TITUS 300FL N/A SURFACE 38"X14" 20 - 36X12 GRILLE TO BE PROVIDED IN CUSTOM COLOR OR PAINTED IN FIELD AS DIRECTED BY ARCHITECT

A. SIZES OF INTERNALLY LINED DUCTWORK INDICATED ON THE PLANS ARE ACTUAL SHEET METAL DIMENSIONS (i.e. THE THICKNESS OF THE INTERNAL LINING HAS BEEN CONSIDERED).C. PRESSURE CLASSIFICATIONS SCHEDULED ARE IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA "HVAC DUCT CONSTRUCTION STANDARDS". REFER ALSO TO SPECIFICATIONS.E. THE FIRST FIGURE OF DUCT SIZE INDICATES THE DIMENSION OF THE FACE SHOWN OR INDICATED.F. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF CEILING OUTLETS AND INLETS.G. ALL SUPPLY AIR DUCTWORK TO BE TYPE 2 UNLESS OTHERWISE NOTED.

NOTES:

2 2" GALVANIZED STEEL EXTERNAL (WRAP OR RIGID - SEE SPECIFICATIONS)

TYPENO.

SMACNA PRESSURECLASSIFICATION DUCT MATERIAL INSULATION

DUCT MATERIAL SCHEDULE

at

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T

T

T

T

T

T

CODED NOTES1. REMOVE S.A. DUCTWORK BACK TO POINT INDICATED FOR TIE IN AND EXTENSION UNDER NEWWORK.

2. THERMOSTAT TO REMAIN, PROTECT DURING CONSTRUCTION.

3. TIE INTO S.A. DUCTWORK AND EXTEND AS INDICATED.

4. REBALANCE DIFFUSER/GRILLE WITH MARK "X" TO AIRFLOW INDICATED. (TYPICAL)

5. PAINT GRILLE IN COLOR AS SELECTED BY ARCHITECT. REMOVE TEMPORARILY AND REINSTALLAS REQUIRED.

PLAN NOTESA. SEE SHEET M0.1 FOR GENERAL NOTES, SYMBOL LEGEND, DETAILS, AND SCHEDULES.

B. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING CONSTRUCTION. COORDINATE EXACTHEIGHT AND MOUNTING OF DUCTWORK AND PIPING TO AVOID CONFLICTS WITH OTHER UTILITIESAND CEILINGS.

C. ALL DUCTWORK AND PIPING SHOWN THIS SHEET IS LOCATED IN CEILING SPACE UNLESSNOTED OTHERWISE.

D. FIELD VERIFY EXISTING CONDITIONS.

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26"x

12"

56"x14"

44"x18"

44"x1

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36"x12"

16"x6

"

16"x12"

8"x6"

14"x6"14"x6"

12"x10"

32"x

18"

14"x6"

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130-2

111-7 56"x14"

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"

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14"x6"14"x6"

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X500

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B740

26"x

12"

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12"x10"36"x12"

3

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3

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4

5

DATESIGNATURE

MONTGOMERYCHAD B.

ST

ATE OF OHIO

PR

OFESSIONAL EN G

INE

ER

R EG I S T E RED

E-66683

0' 1' 2'

1/2" = 1' 0"

0' 1' 3'

3/8" = 1' 0"

0' 2' 4'

1/4" = 1' 0"

0' 3' 6'1'

3/16" = 1' 0"

0' 4' 8'2'

1/8" = 1' 0"

0' 3' 12'

3/32" = 1' 0"

6'0' 8' 16'4'

1/16" = 1' 0"

N

M

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J

H

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2 3 4 5 6 7 8 9 10 11 12 13 14 15

Project No:

Drawn By:


Prepared For


4651 Medina Road


p 330.666.7878

f 330.666.6061

www.domokur.com

Project Manager:

3/10

/202

0 8:

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M1.1

DEMOLITION / NEW WORK - FIRSTFLOOR PLAN - HVAC

Author

2019128



2020



CBM

KENT, OH 44242-0001

03/10/2020

N1/8" = 1'-0"

DEMOLITION - FIRST FLOOR PLAN - HVAC N1/8" = 1'-0"

NEW WORK - FIRST FLOOR PLAN - HVAC

at

Typewritten Text


SLVD

RCXD1J

S

GFI

J

PAN. " "

S

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

SYMBOL DESCRIPTION

SYMBOL DESCRIPTION

SYMBOL DESCRIPTION

SYMBOL DESCRIPTION

ABBREVIATION LEGEND

AFF ABOVE FINISHED FLOOR

"C" SUBSCRIPT "C" INDICATES DEVICE TO BE MOUNTED 8" ABOVE COUNTERTOP TO CENTERLINE OR CENTERED BETWEENSILL AND COUNTERTOP.

CLG CEILING

EC ELECTRICAL CONTRACTOR

EMT GALVANIZED ELECTRIC METALLIC TUBING (THINWALL), UL LISTED

GC GENERAL CONTRACTOR

GFI GROUND FAULT INTERRUPTER

PAN PANELBOARD

PC PLUMBING CONTRACTOR

DLM LIGHTING LEGEND

WATTSTOPPER #LMDM-101-LA DIMMING DLM WALL STATION. MOUNT AT 46" AFF TO CENTERLINE UNLESSOTHERWISE NOTED.

WATTSTOPPER #LMRC-211 1-RELAY ON/OFF/0-10V DIMMING ROOM CONTROLLER. REFER TO DETAILS FORADDITIONAL INFORMATION.

FIRE ALARM LEGEND

FIRE ALARM SYSTEM AUTOMATIC DETECTOR. SUBSCRIPT INDICATES TYPE.SMP - SMOKE DETECTOR, PHOTOELECTRIC TYPE, CEILING MOUNTED.

FIRE ALARM SYSTEM ALARM SIGNAL WITH STROBE LIGHT. REFER TO SPECIFICATIONS FOR DETAILS. MOUNT AT82" AFF TO CENTERLINE UNLESS OTHERWISE NOTED. SUBSCRIPT "V" INDICATES VISUAL ONLY ALARM SIGNAL.

LIGHTS/SWITCHES LEGEND

EXTRA HEAVY DUTY 20 AMP, SINGLE POLE SWITCH. HUBBELL #HBL1221LA. MOUNT AT 46" AFF TO CENTERLINEUNLESS OTHERWISE NOTED. WHERE SUBSCRIPT "R" OCCURS, SWITCH TO BE RED IN COLOR HUBBELL#HBL1221R.

LIGHTING FIXTURES. REFER TO LIGHTING FIXTURE SCHEDULE FORDETAILS.

POWER LEGEND

20 AMP, 125 VOLT, DUPLEX GROUNDING TYPE RECEPTACLE. HUBBELL #HBL5362 (SPECIFICATION GRADE).MOUNT AT 18" AFF TO CENTERLINE UNLESS OTHERWISE NOTED.

20 AMP, 125 VOLT, DUPLEX GROUND FAULT INTERRUPTER TYPE RECEPTACLE. HUBBELL #GF20ILA (SPECIFICATIONGRADE). MOUNT AT 18" AFF TO CENTERLINE UNLESS OTHERWISE NOTED.

SURFACE MOUNTED DUPLEX RECEPTACLE. REFER TO FLOOR PLANS.

STANDARD 4" SQUARE STEEL JUNCTION BOX WITH COVER.

POINT OF CONNECTION TO ELECTRIFIED EQUIPMENT. VERIFY EXACT LOCATION WITH RESPECTIVE EQUIPMENTSUPPLIER PRIOR TO ROUGH-IN. REFER TO MECHANICAL AND FOOD SERVICE EQUIPMENT SCHEDULE.

208/120V,3∅,4W PANELBOARD. REFER TO PANELBOARD SCHEDULE AND/OR SPECIFICATIONS FOR DETAILS.

GENERAL LEGEND

RACEWAY AND CONDUCTORS CONCEALED ABOVE CEILING OR IN WALL AT ELECTRICAL CONTRACTOR'S OPTION.QUANTITY OF MARKS INDICATE NUMBER OF CONDUCTORS. #12 AWG MINIMUM SIZE CONDUCTOR UNLESSOTHERWISE NOTED. ALL RACEWAYS TO CONTAIN SEPARATE EQUIPMENT GROUNDING CONDUCTOR. ALLBRANCH CIRCUITS SHALL HAVE SEPARATE NEUTRAL CONDUCTOR. NEUTRAL CONDUCTOR SHALL NOT BESHARED BETWEEN CIRCUITS. REFER TO SPECIFICATIONS FOR RACEWAY TYPE.

BRANCH CIRCUIT UNDER FLOOR SLAB, UNDERGROUND OR ABOVE ACCESSIBLE CEILING OF FLOOR BELOW.QUANTITY OF MARKS INDICATES NUMBER OF CONDUCTORS. ALL BRANCH CIRCUITS SHALL HAVE SEPARATENEUTRAL CONDUCTOR. NEUTRAL CONDUCTOR SHALL NOT BE SHARED BETWEEN CIRCUITS. ALL RACEWAYS TOCONTAIN SEPARATE EQUIPMENT GROUNDING CONDUCTORS.

ALL ITEMS SHOWN DASHED ON DEMOLITION PLANS TO BE REMOVED (UNLESS OTHERWISE NOTED).

TV TELEVISION. REFER TO ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT PRIOR TO ROUGH IN.

"X" SUBSCRIPT "X" BY SYMBOL INDICATES EXISTING ITEM TO REMAIN.

OC2WATTSTOPPER #LMDC-100 DUAL-TECHNOLOGY CEILING MOUNT OCCUPANCY SENSOR.

IOJ WATTSTOPPER #LMIO-101 INPUT OUTPUT INTERFACE. REFER TO DETAILS FOR ADDITIONAL INFORMATION.

H MOUNTED HORIZONTAL

USB USB RECEPTACLE. REFER TO SPECIFICATIONS.

A LIGHTING CONTROL REFERENCE TAG. REFER TO LIGHTING CONTROL DIAGRAM.

DIST. PAN.DISTRIBUTION PANEL. REFER TO PANELBOARD SCHEDULE AND/OR SPECIFICATIONS FOR DETAILS.

X

SYMBOL DESCRIPTION

SYSTEMS LEGEND

TELECOM OUTLET TO BE REMOVED DURING DEMOLITION PHASE. REMOVE FACE PLATE, JACK MODULES,AND ASSOCIATED CABLES BACK TO TERMINATION PANEL IN TELECOM ROOM.

EXISTING TELECOM OUTLET TO REMAIN THROUGH DURATION OF PROJECT. PROTECT JACK MODULESFROM CONSTRUCTION DUST AND DEBRIS.

INDICATES CONDUIT STUB PATHWAY (QUANTITY AND SIZE AS NOTED ON FLOOR PLAN). REFER TOTELECOM PATHWAY DETAILS AND NOTES FOR ADDITIONAL REQUIREMENTS.

INDICATES POINT WHERE CONDUIT RUN TURNS UPWARD. OBSERVE CONDUIT BEND RADIUS ANDOTHER REQUIREMENTS OUTLINED IN TELECOM PATHWAY DETAILS AND NOTES.

INDICATES POINT WHERE CONDUIT RUN TURNS DOWNWARD. OBSERVE CONDUIT BEND RADII ANDOTHER REQUIREMENTS IN TELECOM PATHWAY DETAILS AND NOTES.

#

#

SUBSCRIPT #1

SUBSCRIPT #2

FLUSH TECHNOLOGY OUTLET. USE 5"SQ X 2-7/8" DEEP BACK BOX. REFER TO TYPICAL FLUSH TELECOM OUTLETROUGH-IN DETAIL. REDUCER GANG, MOUNTING HEIGHT AND CONDUIT REQUIREMENTS PER SUBSCRIPT AS NOTEDBELOW:

SUBSCRIPT #1 GANG/MOUNTING HEIGHT CONDUIT1 - 4 1-GANG/18" AFF 1-1/4"C TO ACCESSIBLE AREA AFC.TV 1-GANG/MOUNT ADJACENT TO TV PWR 1"C TO ACCESSIBLE AREA AFC.

SUBSCRIPT #2 (WHERE APPLICABLE):##" INDICATES ALTERNATE OUTLET HEIGHT AFF TO CENTERLINE.C MOUNT AT 8" ABOVE COUNTERTOP HEIGHT.

#

TELECOM OUTLET IN SURFACE-MOUNT BOX. REFER TO TELECOM OUTLET DETAIL FOR CABLE REQUIREMENTS PERSUBSCRIPT. THIS OUTLET TO SURFACE-MOUNT IN CASEWORK, FLOAT ABOVE CEILING, OR FLOAT WITHIN ANEQUIPMENT ENCLOSURE AS DESCRIBED IN OUTLET DETAIL OR NOTED ON FLOOR PLAN.

SUBSCRIPT: DESCRIPTION:1-2 TELECOM OUTLET PLACED PER FLOOR PLAN NOTE. NO ROUGH-IN REQUIRED UNO.WAP WIRELESS ACCESS POINT OUTLET. NO ROUGH-IN REQUIRED UNO.#/C SURFACE-MOUNT BOX FASTENED WITHIN CASEWORK. NO ROUGH-IN REQUIRED UNO.

SURFACE-MOUNTED TELECOM OUTLET. REFER TO TELECOM OUTLET DETAIL FOR CABLE REQUIREMENTS PERSUBSCRIPT. USE 4"SQ X 2-1/2 DEEP BOX. REFER TO TYPICAL SURFACE-MOUNT TELECOM OUTLET ROUGH-IN DETAIL.REDUCER GANG, MOUNTING HEIGHT AND CONDUIT REQUIREMENTS PER SUBSCRIPT AS NOTED BELOW:

SUBSCRIPT #1 GANG/MOUNTING HEIGHT CONDUIT1 - 4 1-GANG/18" AFF 1-1/4"C TO ACCESSIBLE AREA ABOVE FINISHED CEILINGTV 1-GANG/ADJACENT TO TV POWER 1"C TO ACCESSIBLE AREA ABOVE FINISHED CEILINGWAP 1-GANG/HEIGHT AS NOTED 1"C TO NEAREST CONCEALED CABLE PATHWAY

SUBSCRIPT #2 (WHERE APPLICABLE):##" INDICATES ALTERNATE OUTLET HEIGHT AFF TO CENTERLINE.C INDICATES OUTLET MOUNTING-HEIGHT AT 8" ABOVE COUNTERTOP.CLG INDICATES OUTLET TO BE MOUNTED TO STRUCTURAL CEILING. REFER TO TYPICAL CEILING-MOUNT

TELECOM OUTLET ROUGH-IN DETAIL.

#

#

SUBSCRIPT #1

SUBSCRIPT #2

S CEILING SPEAKER. THIS DEVICE REQUIRES NO CONDUIT/BOX ROUGH-IN UNLESS NOTED OTHERWISE. REFERTO DETAILS AND WRITTEN SPECIFICATIONS.

VIDEO SURVEILLANCE SYSTEM (VSS) CAMERA. THIS DEVICE TO BE INSTALLED IN CEILING AND REQUIRES NOCONDUIT/BOX ROUGH-IN UNLESS NOTED OTHERWISE.C

SURFACE MOUNTED SPECIAL PURPOSE RECEPTACLE. REFER TO FLOOR PLANS FOR ADDITIONAL INFORMATION.

TASK FURNISHED AND INSTALLED BY

ELE/TELEDATA WORK - DIVISION OF RESPONSIBILITIES

TELEDATA CABLING DEMOLITION. TELEDATA CABLING CONTRACTOR

DEMOLITION OF TELEDATA CONDUITS, BOXES, AND CABLE TRAY. ELECTRICAL CONTRACTOR

AC POWER, PATHWAYS, OUTLET BOXES/CONDUIT, SLEEVES,FLOOR BOXES, PLYWOOD BACKBOARDS, TELEDATAMUNICATIONSGROUNDING BUS BARS, CABLE MANAGEMENTTRAY.

ELECTRICAL CONTRACTOR

TELEDATA CABLING/GROUNDED J-HOOKS/JACKS/PATCH PANELS. TELEDATA CABLING CONTRACTOR

TELEDATA ROOM EQUIPMENT RACKS, CABLEMANAGEMENT, WIRE LADDER PATHWAYS, TERMINATIONEQUIPMENT.

TELEDATA CABLING CONTRACTOR

FIRESTOP SYSTEMS BETWEEN CONDUIT SLEEVES ANDSTRUCTURE. ELECTRICAL CONTRACTOR

FIRESTOP SYSTEMS WITHIN CONDUIT SLEEVES. TELEDATA CABLING CONTRACTOR

NETWORK ELECTRONICS, TELEPHONE ELECTRONICS OWNER

INSTALLATION OF CCTV CAMERA OUTLETS. TELEDATA CABLING CONTRACTOR

FURNISH AND INSTALL CCTV CAMERAS. OWNER

FURNISH WIRELESS ACCESS POINT DEVICE. OWNER

INSTALL WIRELESS ACCESS POINT DEVICE.

INSTALLATION OF WIRELESS ACCESS POINT OUTLETS. TELEDATA CABLING CONTRACTOR

TELEDATA CABLING CONTRACTOR

POS POINT OF SALE

S VOLUME CONTROL ATTENUATOR FOR OVERHEAD PAGING/MUSIC SYSTEM. REMOVE AND RELOCATE AS NOTED.REFER TO OVERHEAD PAGING/VOICE SYSTEM DETAIL.VC

UNO UNLESS NOTED OTHERWISE

ELECTRICAL GENERAL NOTES1. THE GENERAL NOTES LISTED HERE APPLY TO ALL ELECTRICAL DRAWINGS IN ADDITION TOANY ADDITIONAL DRAWING NOTES ON THE INDIVIDUAL DRAWINGS.

2. ALL EXISTING ELECTRICAL DEVICES WITHIN HATCHED AREAS TO REMAIN IN OPERATIONUNLESS SHOWN OTHERWISE. REFEED ANY ITEM WHOSE WIRING IS INTERRUPTED DUE TO WORKIN ADJACENT AREAS.

3. DARK, DASHED ITEMS INDICATE ELECTRICAL EQUIPMENT, DEVICES, AND/OR LIGHTING TO BEREMOVED UNDER THE DEMOLITION PHASE OF PROJECT.

4. SEE SPECIFICATIONS FOR GENERAL CUTTING AND PATCHING REQUIREMENTS REQUIREDDURING DEMOLITION AND NEW CONSTRUCTION PHASES. REFER TO DRAWINGS FOR MORESPECIFIC REQUIREMENTS.

5. SEE SPECIFICATIONS FOR SALVAGE RIGHTS TO ANY EQUIPMENT OR MATERIALS BEINGREMOVED.

6. REMOVE ALL HANGERS AND SUPPORTS SERVING CONDUIT AND WIRE TO BE DEMOLISHED.PROVIDE AND/OR ADJUST EXISTING HANGERS TO SUPPORT ANY REMAINING CONDUIT AND WIRE,OR EQUIPMENT ADJACENT, TO REMAIN.

7. REMOVE ALL EXISTING WIRE FROM CONDUITS TO BE ABANDONED. REFER TO SPECIFICATIONSFOR REQUIREMENTS REGARDING ABANDONED CONDUITS.

8. DARKENED WALLS INDICATE NEW WALL CONSTRUCTION.

9. EC SHALL REMOVE AND REINSTALL ALL CEILING MATERIAL AS REQUIRED FOR ELECTRICALWORK SHOWN. REPLACE ALL MATERIAL DAMAGED BY THIS CONTRACTOR.



12. COORDINATE ELECTRICAL WORK WITH ALL CONTRACTORS ON SITE (GENERAL TRADES,PLUMBING, FIRE PROTECTION, HVAC, ETC) PRIOR TO COMMENCEMENT OFDEMOLITION/CONSTRUCTION WORK.

13. THE ELECTRICAL DESIGN DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOWEXACT LOCATION OF EQUIPMENT, LIGHTING, AND DEVICES UNLESS DIMENSIONS ARE GIVEN FORCLEARANCES, ETC. LIGHTING, DEVICES AND ELECTRICAL EQUIPMENT ARE TO BE INSTALLEDALONG THE GENERAL PLANS SHOWN ON THE DRAWINGS, BUT KEEPING IN MIND ACTUALBUILDING CONDITIONS WHICH MUST BE CONFIRMED WITH-IN THE ACTUAL WORK AREA.CONTRACTORS, IN THEIR BIDS, ARE REQUIRED TO INCLUDE ALL LABOR AND MATERIALS ANDOTHER RELATED WORK NECESSARY TO PROVIDE MINOR OFFSETS IN ELECTRICAL INSTALLATIONTO AVOID CONFLICT WITH OTHER WORK ON THIS PROJECT, OR AS REQUIRED IN ORDER TOOBTAIN MAXIMUM HEAD ROOM OR EQUIPMENT ACCESS IN SPACES.

14. COORDINATE SHUT-DOWN OF ANY UTILITY IN ADVANCE WITH THE OWNER.

15. MAINTAIN REQUIRED RIGGING ACCESS CLEARANCES. COORDINATE CLEARANCEREQUIREMENTS WITH OTHER TRADES.

16. E.C. IS TO COORDINATE ALL MASONRY PENETRATION LOCATIONS AND SIZES WITH G.C.

17. AN ATTEMPT HAS BEEN MADE TO SHOW ALL ELECTRICAL ITEMS TO REMAIN OR BE REMOVED.EC SHALL FIELD VERIFY EXISTING CONDITIONS AND REMOVE AND/OR RELOCATE ANY ITEM WHICHINTERFERES WITH NEW CONSTRUCTION.

18. POWER AND TELECOM RISER PULL BOXES MAY NOT BE SHOWN. PROVIDE PULL BOXES ATLOCATIONS REQUIRED. IN NO CASE SHALL A FEEDER CONDUIT HAVE BENDS OF MORE THEN 270°WITHOUT THE INSTALLATION OF A PULL BOX.

19. PROVIDE FIRESEALING OF ALL OPENINGS THROUGH FIRE RATED WALLS AND ASSEMBLIES.SEE DETAIL SHEETS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

20. EC TO COORDINATE ELECTRICAL AND TELECOMMUNICATIONS DEVICE LOCATIONS WITHARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN. IF ELEVATIONS ARE NOT PROVIDED ONDOCUMENTS, EC SHALL COORDINATE LOCATIONS AND MOUNTING HEIGHTS WITH ARCHITECT.DEVICE REQUIRED TO BE RELOCATED DUE TO LACK OF COORDINATION WILL BE DONE AT THECONTRACTOR'S EXPENSE.

DATESIGNATURE

ST

ATE OF OHIO

PR

OFESSIONAL EN G

INE

ER

R EG I S T E RED

HATHAWAYE-61777

MARLON

N

M

L

K

J

H

G

F

E

D

1

C

B

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15

Project No:

Drawn By:


Prepared For


4651 Medina Road


p 330.666.7878

f 330.666.6061

www.domokur.com

Project Manager:

3/10

/202

0 1:

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E0.1

ELECTRICAL GENERAL NOTES,SYMBOL LEGEND AND DETAILS

Author

2019128



2020



CBM

KENT, OH 44242-0001

03/10/2020

at

Typewritten Text


J

J J

JA

AJ

CODED NOTES1. DISCONNECT AND REMOVE EXISTING WALL SCONCE. REMOVE BRANCH CIRCUIT BACK TONEXT DEVICE TO REMAIN.

2. DISCONNECT AND REMOVE EXISTING INDUSTRIAL PENDANT FIXTURE. MAINTAIN CIRCUIT FOREXISTING FIXTURES TO REMAIN. RETURN FIXTURE TO OWNER FOR SALVAGE RIGHTS.

3. DISCONNECT AND REMOVE EXISTING LIGHTING FIXTURE. REMOVE CIRCUIT TO NEXT DEVICETO REMAIN.

4. ANY ADJUSTABLE HEAD LIGHTING FIXTURE ABOVE NEW POS CLOUD CEILING SHALL BEREMOVED AND A BLANK COVER PLATE INSTALLED. FIELD VERIFY.

5. APPROXIMATE AREA FOR NEW POS CLOUD CEILING. (TYP.)

6. SPLICE AND EXTEND EXISTING SWITCHED CIRCUIT TO NEW FIXTURES AS SHOWN.

7. DISCONNECT AND REMOVE EXISTING WALL SCONCE. REMOVE BRANCH CIRCUIT BACK TONEXT DEVICE TO REMAIN. INSTALL BLANK COVER.

8. DISCONNECT AND REMOVE EXISTING PENDANT FIXTURE. REMOVE BRANCH CIRCUIT BACK TONEXT DEVICE TO REMAIN.

9. APPROXIMATE AREA FOR KITCHEN REWORK. FOR REFERENCE ONLY. REFER TOARCHITECTURAL DRAWNGS FOR ADDITIONAL INFORMATION.

10. EXISTING LIGHTING FIXTURE TO BE REMOVED AND REINSTALLED. MAINTAIN CIRCUIT FORRECONNECTION DURING NEW WORK. SEE NEW WORK PLANS.

11. REINSTALL EXISTING FIXTURE REMOVED DURING DEMOLITION. CLEAN AND RELAMP FIXTUREPRIOR TO REINSTALLATION. SPLICE AND EXTEND CONDUIT AS REQUIRED.

12. SPLICE AND EXTEND UNSWITCHED LIGHTING CIRCUIT TO NEW LIGHTING FIXTURES/CONTROLSYSTEM THIS AREA.

PLAN NOTESA. REFER TO SHEET E0.1 FOR ADDITIONAL INFORMATION.

B. ROTATING HEAD FIXTURES ABOVE THE POS CLOUD CEILING TO BE REMOVED AND BLANKCOVER PLATE INSTALLED.

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K1

K2

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X

X

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X

X

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X

X

X

XX

X

X XX

XX X X

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X X

X

X

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1

2

2

2

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3

3

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5

78

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130-2

111-7

K1

K2

K3

X

X

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X

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X

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X

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X XX

XX X X

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X

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LVD

6

K4

11

D3D3D2D2D2D2D2D2

D2 D2 D2 D2 D2 D2

D1

D1

D1

D1

D1

D1

LVD

12

C

RCXD1

OC2

RCXD1

OC2

12

DATESIGNATURE

ST

ATE OF OHIO

PR

OFESSIONAL EN G

INE

ER

R EG I S T E RED

HATHAWAYE-61777

MARLON

0' 1' 2'

1/2" = 1' 0"

0' 1' 3'

3/8" = 1' 0"

0' 2' 4'

1/4" = 1' 0"

0' 3' 6'1'

3/16" = 1' 0"

0' 4' 8'2'

1/8" = 1' 0"

0' 3' 12'

3/32" = 1' 0"

6'0' 8' 16'4'

1/16" = 1' 0"

N

M

L

K

J

H

G

F

E

D

1

C

B

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15

Project No:

Drawn By:


Prepared For


4651 Medina Road


p 330.666.7878

f 330.666.6061

www.domokur.com

Project Manager:

3/10

/202

0 1:

19:5

4 PM

C:\U

sers

\LBe

gue\

Doc

umen

ts\2

0014

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FIL

E_lb

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E1.1

DEMOLITION / NEW WORK - FIRSTFLOOR PLAN - LIGHTING

Author

2019128



2020



CBM

KENT, OH 44242-0001

03/10/2020

N1/8" = 1'-0"

DEMOLITION - FIRST FLOOR PLAN - LIGHTINGN

1/8" = 1'-0"

NEW WORK - FIRST FLOOR PLAN - LIGHTING

at

Typewritten Text


J J

J

J

JJ

S

S

S

S

S

J

M

M

J

J

J

J

C

J

J

JJ

S

S

S

S

S

J

M

M

J

J

J

J

J

C

C

C

23

22

21

20

19

18

17

16

15a

15

14

13

12

X

X

X

K3

K1

K2

X2

2X

2X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XXX

X

X

XX

X

X

XX X

XX

X X

X

XX

XX

X

X

XX

X

XX

XX

XX

XX

XX

X

X

X

X

X

X

X

1

1

1

3

3

3

4 4

5

VC

6

2

CLG CLG

23

22

21

20

19

18

17

16

15a

15

14

13

12

111

111-7

K1

K2

K3

X

X

X

X2

2X

2X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XXX

X

X

XX

X

XXX

X XX

X X

X

XX

XX

X

X

XX

X

XX

XX

XX

XX

XX

X

X

X

X

X

X

X

X

2

48"

2

48"7

TV

H/USB

H/USB

H/USB

H/USB

2 POS

2POS

8

2

POS

SP-12 SP-17a SP-9aSP-17b

SP-5

SP-9cSP-15

SP-16bSP-16a

SP-9b

GFI/48"GFI/48"

GFI/48"GFI/48"

GFITV

GFI/48"

GFI/48"

SM-35

SM-30

TV

TV

C

C

C

C

2

TV TV

102"

102" TV

102"TV

K4

SM-36aSM-36bSM-36c

68"

K420 K4

22K420

K422

K420

K422K4

20

K424

K424

K426

K423

K423

K426

K423

K426K4

21K419K4

21K419

K421

K419

8

8

9

X

10

10

CODED NOTES1. FOR TELEDATA OUTLETS SCHEDULED TO BE REMOVED DURING DOMOLITIONPHASE, REMOVETELEDATA CABLE BACK TO PATCH PANEL. FOR PLANNING PURPOSES, ASSUME (2) CABLES PERTELEDATA OUTLET.

2. DISCONNECT AND REMOVE SOFFIT MOUNTED CAMERA AND STORE FOR REINSTALLATIONDURING NEW WORK. COORDINATE NEW LOCATION WITH ARCHITECT/ENGINEER.

3. DISCONNECT AND REMOVE EXISTING SURFACE MOUNTED RECEPTACLE BACK TO SOURCE ORNEXT DEVICE TO REMAIN. REMOVE SURFACE RACEWAY IN ITS ENTIRETY.

4. DISCONNECT AND REMOVE EXISTING SURFACE MOUNTED RECEPTACLE BACK TO SOURCEPANEL. UPDATE PANEL SCHEDULE AND LABEL BREAKER AS SPARE. REMOVE SURFACERACEWAY IN ITS ENTIRETY.

5. DISCONNECT AND REMOVE EXISTING SURFACE MOUNTED RACEWAY AND WIRING BACK TOSOURCE PANEL AS REQUIRED. REMOVE SURFACE RACEWAY IN ITS ENTIRETY.

6. DISCONNECT AND REMOVE EXISTING VOLUME CONTROL SWITCH BACK TO SOURCE. EXISTINGSWITCH TO BE REINSTALLED DURING NEW WORK. COORDINATE FINAL LOCATION WITH OWNERPRIOR TO ROUGH-IN.

7. NEW JUNCTION BOX TO TIE NEW MICRPHONE INTO EXISTING PUBLIC ADDRESS SYSTEM.VERIFY EXACT REQUIREMENTS.

8. DEVICES LOCATED IN SOFFIT. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT MOUNTINGHEIGHT.

9. SPLICE AND EXTEND EXISTING FIRE ALARM NOTIFICATION CIRCUIT FROM NEAREST EXISTINGNOTIFICATION DEVICE. MATCH EXISTING CONDUIT AND WIRE IN SIZE AND TYPE. ENSUREADEQUATE CIRCUIT CAPACITY. EC TO ENGAGE A FACTORY AUTHORIZED REPRESENTATIVE FORANY REPROGRAMMING OF THE FIRE ALARM CONTROL PANEL BEFORE, DURING AND AFTERCONSTRUCTION.

10. FURNISH AND INSTALL NEW CABLING FOR FUTURE CAMERA ABOVE ACCESSIBLE CEILING.COORDINATE FUTURE CAMERA LOCATION WITH ARCHITECT.


DATESIGNATURE

ST

ATE OF OHIO

PR

OFESSIONAL EN G

INE

ER

R EG I S T E RED

HATHAWAYE-61777

MARLON

0' 1' 2'

1/2" = 1' 0"

0' 1' 3'

3/8" = 1' 0"

0' 2' 4'

1/4" = 1' 0"

0' 3' 6'1'

3/16" = 1' 0"

0' 4' 8'2'

1/8" = 1' 0"

0' 3' 12'

3/32" = 1' 0"

6'0' 8' 16'4'

1/16" = 1' 0"

N

M

L

K

J

H

G

F

E

D

1

C

B

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15

Project No:

Drawn By:


Prepared For


4651 Medina Road


p 330.666.7878

f 330.666.6061

www.domokur.com

Project Manager:

3/10

/202

0 1:

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5 PM

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E1.2

DEMOLITION / NEW WORK - FIRSTFLOOR PLAN - POWER/SYSTEMS

Author

2019128



2020



CBM

KENT, OH 44242-0001

03/10/2020

N1/8" = 1'-0"

DEMOLITION - FIRST FLOOR PLAN - POWER/SYSTEMSN

1/8" = 1'-0"

NEW WORK - FIRST FLOOR PLAN - POWER/SYSTEMS

at

Typewritten Text


FACP

262524

23

22

21

20

19

18

17

16

15a

15

14

13

12

10

6

5

4

3

21 48

47

46

45

44

43

42

41

40

39

38

37

36

35

34

33

32

31

30

29

28

27

115

113 103A?

103

102

102A-1

100-2

111

100J

130-2

?

111-7

102B

1

2

3

X

CODED NOTES1. EXISTING TELEDATA ROOM.

2. REFER TO FLOOR PLANS FOR WORK IN THIS AREA.

3. EXISTING 4" TELEDATA CONDUITS LOCATED ABOVE CEILING TO REMAIN.


DATESIGNATURE

ST

ATE OF OHIO

PR

OFESSIONAL EN G

INE

ER

R EG I S T E RED

HATHAWAYE-61777

MARLON

0' 1' 2'

1/2" = 1' 0"

0' 1' 3'

3/8" = 1' 0"

0' 2' 4'

1/4" = 1' 0"

0' 3' 6'1'

3/16" = 1' 0"

0' 4' 8'2'

1/8" = 1' 0"

0' 3' 12'

3/32" = 1' 0"

6'0' 8' 16'4'

1/16" = 1' 0"

N

M

L

K

J

H

G

F

E

D

1

C

B

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15

Project No:

Drawn By:


Prepared For


4651 Medina Road


p 330.666.7878

f 330.666.6061

www.domokur.com

Project Manager:

3/10

/202

0 1:

19:5

7 PM

C:\U

sers

\LBe

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E1.3

OVERALL FIRST FLOOR PLAN -ELECTRICAL

Author

2019128



2020



CBM

KENT, OH 44242-0001

03/10/2020

N3/32" = 1'-0"

OVERALL FIRST FLOOR PLAN - ELECTRICAL

at

Typewritten Text


125C

CONNECTION TYPE 2 DIAGRAMN.T.S

STANDARDFEEDERDESIGNATION. SEESTANDARDFEEDERSCHEDULE

#

NEMA 6-50R

CONNECTION TYPE 1 DIAGRAMN.T.S

STANDARDFEEDERDESIGNATION. SEESTANDARDFEEDERSCHEDULE

#

GFINEMA 5-20R

PARTIAL ONE-LINE CODED NOTES1. FURNISH AND INSTALL NEW CIRCUIT BREAKER IN EXISTING SPACE. FURNISH AND INSTALL ALLMOUNTING HARDWARE FOR A COMPLETE INSTALLATION. EXISTING PANEL IS A SQUARE-D NQOD(CAT.#: 12164756860030001)

2. EXISTING DISTRIBUTION PANELBOARD (208/120V,3Ø,4W).

3. REFER TO STANDARD FEEDER SCHEDULE FOR FEEDER DESCRIPTION.

N.T.S.

PARTIAL ONE-LINE DIAGRAM

X

125A/3P1

23

K4

K3 (400A, 208.120V 3,P,4W)

DATESIGNATURE

ST

ATE OF OHIO

PR

OFESSIONAL EN G

INE

ER

R EG I S T E RED

HATHAWAYE-61777

MARLON

N

M

L

K

J

H

G

F

E

D

1

C

B

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15

Project No:

Drawn By:


Prepared For


4651 Medina Road


p 330.666.7878

f 330.666.6061

www.domokur.com

Project Manager:

3/10

/202

0 1:

19:5

8 PM

C:\U

sers

\LBe

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Doc

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0014

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E2.1

ELECTRICAL SCHEDULES ANDDETAILS

Author

2019128



2020



CBM

KENT, OH 44242-0001

03/10/2020

125 125 1 6 1-1/2" 1-1/2" 1-1/2"

110 110 2 6 1" 1-1/2" 1-1/2"

100 100 2 8 1" 1-1/2" 1-1/2"

90 90 3 8 1" 1-1/2" 1-1/2"

80 80 4 8 1" 1" 1-1/2"

70 70 4 8 1" 1" 1-1/2"

60 60 6 10 3/4" 3/4" 1"

50 50 8 10 3/4" 3/4" 3/4"

45 45 8 10 3/4" 3/4" 3/4"

40 40 8 10 3/4" 3/4" 3/4"

35 35 8 10 3/4" 3/4" 3/4"

30 30 10 10 3/4" 3/4" 3/4"

25 25 10 10 3/4" 3/4" 3/4"

20 20 12 12 3/4" 3/4" 3/4"

15 15 12 12 3/4" 3/4" 3/4"

CU CU CU CU CU

W/G W/G W/G

PHASE/NEUTRAL GROUND 2C 3C 4C

A B C

FEEDER NO.WIRE SIZE AMPS

NOMINAL FEEDER SIZE(AMPS)

CONDUCTOR SIZE (AWG) CONDUIT SIZE

STANDARD FEEDER SCHEDULE

1. SEE STANDARD FEEDER SCHEDULE FOR MORE INFORMATION.

2. WHERE THE DISCONNECT IS LISTED AS "INTEGRAL", THE UNIT IS BEING SUPPLIED WITH AN "INTEGRAL" DISCONNECTING MEANS. WHERE A SIZE, TYPE, ETC. IS SHOWN; IT IS TO BE PROVIDED BY THE E.C.

3. WHERE THE STARTER IS LISTED AS "INTEGRAL", THE UNIT IS BEING SUPPLIED WITH AN "INTEGRAL" STARTER. WHERE A STARTER DESIGNATION IS SHOWN; IT IS TO BE PROVIDED BY THE E.C. SEE THE MOTOR STARTER SCHEDULE FOR MOREINFORMATION.

4. SEE CONNECTION TYPE DIAGRAMS FOR MORE INFORMATION.

NOTES:

MECHANICAL AND FOOD SERVICE EQUIPMENT SCHEDULE

MechanicalEquipmentDesignation

DESCRIPTIONFLOOR LEVEL ROOM

APPARENT POWER HP VOLTAGE PHASE (NUMBER OFPOLES) WIRE/CONDUIT (NOTE 1) PANEL CIRCUIT(S) DISCONNNECT

DESIGNATIONDISCONNECT DESCRIPTION

(NOTE 2) DISCONNECT LOCATIONSTARTER

DESCRIPTION(NOTE 3)

CONNECTION TYPE(NOTE 4) REMARKS

SM-30 WORKTOP REFRIG. FIRST FLOOR 111-7 300 VA 120 V 1 20A K4 15 N/A - - N/A 1SM-35 BEVERAGE-AIR FIRST FLOOR 111-7 1032 VA 120 V 1 20A K4 18 N/A - - N/A 1

SM-36a BLENDER FIRST FLOOR 111-7 1800 VA 120 V 1 20A K4 17 N/A - - N/A 1SM-36b BLENDER FIRST FLOOR 111-7 1800 VA 120 V 1 20A K4 14 N/A - - N/A 1SM-36c BLENDER FIRST FLOOR 111-7 1800 VA 120 V 1 20A K4 16 N/A - - N/A 1

SP-5 UNDERCOUNTER REFRIG. FIRST FLOOR 111 876 VA 120 V 1 20A K4 1 N/A - - N/A 1SP-9a OVENTION OVEN FIRST FLOOR 111 8250 VA 208 V 2 50B K4 2,4 N/A - - N/A 2SP-9b OVENTION OVEN FIRST FLOOR 111 8250 VA 208 V 2 50B K4 6,8 N/A - - N/A 2SP-9c OVENTION OVEN FIRST FLOOR 111 8250 VA 208 V 2 50B K4 3,5 N/A - - N/A 2SP-12 WORKTOP REFRIG. FIRST FLOOR 111 300 VA 120 V 1 20A K4 7 N/A - - N/A 1SP-15 PIZZA PREP TABLE FIRST FLOOR 111 1560 VA 120 V 1 20A K4 9 N/A - - N/A 1SP-16a HOT FOOD HOLDING CABINET FIRST FLOOR 111 1008 VA 120 V 1 20A K4 10 N/A - - N/A 1SP-16b HOT FOOD HOLDING CABINET FIRST FLOOR 111 1008 VA 120 V 1 20A K4 11 N/A - - N/A 1SP-17a SANDWICH UNIT FIRST FLOOR 111 540 VA 120 V 1 20A K4 12 N/A - - N/A 1SP-17b SANDWICH UNIT FIRST FLOOR 111 540 VA 120 V 1 20A K4 13 N/A - - N/A 1

1. ALL FIXTURES SHALL BE PROVIDED WITH MVOLT ELECTRONIC DRIVER.

2. "NL" SUBSCRIPT INDICATES THAT THE FIXTURE IS CONNECTED TO AN UNSWITCHED CIRCUIT FOR "NIGHT LIGHT" ILLUMINATION.

3. ALL FIXTURES SHALL BE PAINTED AFTER FABRICATION.

4. VERIFY CEILING TYPE WITH ARCHITECTURAL REFLECTED CEILING PLAN. PROVIDE MOUNTING TYPE AS REQUIRED TO ACCOMMODATETHE CEILING. (i.e. FLANGE OR GRID MOUNT).

5. CONFIRM ALL MOUNTING HEIGHTS WITH ARCHITECT.

6. PROVIDE LUMINAIRE DISCONNECT SWITCH, POWER PLUG OR EQUAL IN ACCORDANCE WITH NEC 410.103.

NOTES:

LIGHTING FIXTURE SCHEDULE

SYMBOL CATALOG NUMBER DESCRIPTION MOUNTING LAMP(S)APPROVED

EQUALPOWER

REQUIREMENTD1 LDN6-40-10-L06-WR-LSS-MVOLT-GZ1 LITHONIA: 10-5/16"W X 11"L X 5-11/16"D, 6" ROUND LED DOWNLIGHT, GALVANIZED STEEL HOUSING, 1000 LUMENS, 4000K COLOR

TEMPERATURE, WHITE TRIM RING, AND (1) MULTI-VOLT, LED 0-10V DIMMING DRIVERCEILING RECESSED INTEGRATED LED HALOCOMMERCIAL

,INTENSELIGHTING, HE

WILLIAMS

13 VA

D2 LDN6-40-20-L06-WR-LSS-MVOLT-GZ1 LITHONIA: 10-5/16"W X 11"L X 5-11/16"D, 6" ROUND LED DOWNLIGHT, GALVANIZED STEEL HOUSING,2000 LUMENS, 4000K COLORTEMPERATURE, WHITE TRIM RING, AND (1) MULTI-VOLT, LED 0-10V DIMMING DRIVER

CEILING RECESSED INTEGRATED LED HALOCOMMERCIAL,INTENSE

LIGHTING, HEWILLIAMS

23 VA

D3 LDN6-40-10-L06-BR-LSS-MVOLT-GZ1 LITHONIA: 10-5/16"W X 11"L X 5-11/16"D, 6" ROUND LED DOWNLIGHT, GALVANIZED STEEL HOUSING, 1000 LUMENS, 4000K COLORTEMPERATURE, BLACK TRIM RING, AND (1) MULTI-VOLT, LED 0-10V DIMMING DRIVER

CEILING RECESSED INTEGRATED LED HALOCOMMERCIAL,INTENSE

LIGHTING, HEWILLIAMS

13 VA

13575 VA 13898 VA 13446 VA41 Spare 20 A 1 0 VA / 0 VA 1 20 A Spare 42

39 Spare 20 A 1 0 VA / 0 VA 1 20 A Spare 40







25 Spare 15 A 1 0 VA / 720 VA 1 20 A Receptacle C-STORE/DINER-7 111-7 26

23 Receptacle Room 111, 111-7 20 A 1 540 VA / 360 VA 1 20 A Receptacle C-STORE/DINER-7 111-7 24

21 Receptacle FOOD PREPARATION 111 20 A 1 540 VA / 540 VA 1 20 A Receptacle C-STORE/DINER-7 111-7 22

19 Receptacle FOOD PREPARATION 111 20 A 1 540 VA / 720 VA 1 20 A Receptacle C-STORE/DINER-7 111-7 20

17 SM-36a 20 A 1 1800 VA / 1032 VA 1 20 A SM-35 18

15 SM-30 20 A 1 300 VA / 1800 VA 1 20 A SM-36c 16

13 SP-17b 15 A 1 540 VA / 1800 VA 1 20 A SM-36b 14

11 SP-16b 15 A 1 1008 VA / 540 VA 1 15 A SP-17a 12

9 SP-15 15 A 1 1560 VA / 1008 VA 1 15 A SP-16a 10

7 SP-12 15 A 1 300 VA / 4125 VA -- -- -- 8

5 -- -- -- 4125 VA / 4125 VA 2 50 A SP-9b 6

3 SP-9c 50 A 2 4125 VA / 4125 VA -- -- -- 4

1 SP-5 15 A 1 876 VA / 4125 VA 2 50 A SP-9a 2

CCT Load Name NOTES TRIP POLES A B C POLES TRIP NOTES Load Name CCT

NOTES:

MCB RATING: N/AMOUNTING: RECESSED WIRES: 4 MAINS RATING: 225 A

SUPPLIED FROM: K3 PHASE: 3 MAINS TYPE: MLOLOCATION: FOOD PREPARATION 111 VOLTAGE: 120/208 NP A.I.C. RATING: 22KAIC

PANEL NAME: K4

at

Typewritten Text


J

Ground

Red

Single RelayOn/Off/0-10V Dimming

Room Controller

Vio

Gry

VioGry

Class 2 0-10 VoltControl Wiring

0-10VDC DimmingBallast/Driver required.

Grn

RCXD1

NeutralWhiteUnswitchedHot Black

LightingLoad

To next DLM occpuancysensor as required.

(See drawings for quantity)

To next DLM switchas required.(See drawings forquantity)

DLM DimmingWall Switch

LVD

DLM Occupancy Sensor

LMRJ Series Pre-TerminatedCables or CAT5e. Free Topology &Splitter Acceptable.

RJ45(Typical)

ERSJ

Pushto

Test

Cut jumper loopto use withNormally Closed-test switch-fire alarm panel-security panel-other

Normal Power Sense(Black 18AWG)

Normal Neutral(White 18AWG)

Normal SwitchedSense

(Red 18AWG)

Emergency Power In(Black 12AWG)

Emergency Neutral(White 12AWG)

Emergency Power Out(Red 12AWG)

EmergencyNeutral

Rem

ote

Activ

atio

n

Nor

mal

Powe

r

Emer

genc

yPo

wer

Room Controllerwith Emergency Bypass

EmergencyHot

EmergencyLighting

Load

VioGry

IOJ

ON

DIP

1234

567

8

1 2 3 4 5 6 7 8 9 10

DLM Input/OutputInterface

(FOR HVAC CONTROL)

OC1 OR OC2

Refer to floor plans forspaces that requirecorner-mount sensors. Refer to

corner-mount sensor detail.

ALIGHTING CONTROL DIAGRAMN.T.S.

Provide only if shownon floor plans.

Provide only ifshown on floorplans.

LIGHTING CONTROL GENERAL NOTES1. REFER TO FLOOR PLANS FOR QUANTITIES, WIRING AND SWITCHING ARRANGEMENTS.

2. REFER TO OCCUPANCY SENSOR MANUFACTURER'S WIRING DIAGRAMS FOR INSTALLATIONDRAWINGS.

3. FOR ALL OCCUPANCY SENSORS, TIME DELAY SHALL BE FOR 15 MINUTES, UNLESS DIRECTEDOTHERWISE.

4. OCCUPANCY SENSORS SHALL BE PROVIDED AS SPECIFIED BY WATTSTOPPER. ALLEQUIVALENT SYSTEMS SHALL PROVIDE ALL DEVICES, WIRING, AND COMPONENTS FOR ACOMPLETE INSTALLATION COMPARABLE TO WATTSTOPPER.

5. EC IS RESPONSIBLE FOR PROPER COMMISSIONING OF ALL LIGHTING CONTROL DEVICES.COMMISSIONING SHALL BE PERFORMED ONCE ALL SPACES ARE OCCUPIED AND HVAC SYSTEM ISPROPERLY BALANCED FOR AIR FLOW AND TEMPERATURE. COMMISSIONING SHALL INCLUDE AROOM-BY-ROOM 100% TEST OF EACH SENSOR IN A SHORT TIME-OUT TEST MADE TO ENSURESENSOR DETECTS HUMAN MOVEMENTS, NO AIR INTERFACE IS PRESENT, AND SENSOR CANNOTDETECT MOVEMENT OUTSIDE OF CONTROLLED SPACE. INCLUDE ALL ADJUSTMENTS TO SETTINGSAND MINOR RELOCATION OF DEVICES.

6. WHERE WALL STATIONS OFFER MULTIPLE SCENE CONTROL, EC IS RESPONSIBLE FORCOORDINATING DESIRED FUNCTIONS WITH OWNER.

7. EC TO FURNISH AND INSTALL INPUT/OUTPUT INTERFACE AND/OR RELAY AS SHOWN ONCONTROL DIAGRAM FOR EACH CONTROL TAG. INTERFACE/RELAY IS NOT SHOWN ON FLOORPLANS. (TYP.)

8. WHERE OCCUPANCY SENSORS ARE MOUNTED AT HEIGHTS GREATER THAN STANDARDSENSOR RANGE, AN EXTENDED HEIGHT LENS SHALL BE INSTALLED.

9. VERIFY DEVICE COLORS WITH ARCHITECT PRIOR TO INSTALLATION. (TYP.)

N.T.S.

WALL SECTION

FLOOR SECTION

NOTES:

1. WHERE CONDUIT, CABLES AND OTHER COMPONENTS PASS THROUGH FIRE ORSMOKE RATED WALLS OR FLOORS, PROVIDE NON-ASBESTOS SEAL ASSEMBLIESCLASSIFIED BY U.L. TO PROVIDE FIRE BARRIERS EQUAL TO OR GREATER THAN THETIME RATING OF THE CONSTRUCTION BEING PENETRATED, WITH APPROPRIATEMATERIALS AND SYSTEMS THAT COMPLY WITH APPLICABLE CODES AND THATHAVE BEEN TESTED IN ACCORDANCE WITH U.L. 1479 OR ASTM E814.

2. GROUT, MORTAR OR GYPSUM BASED PRODUCTS SHALL NOT BE INSTALLED INLIEU OF FIRESTOPPING MATERIALS AND U.L. SYSTEMS.

3. FOR SLEEVED PENETRATIONS, FIRESTOP ANNULAR SPACE, IF ANY, BETWEENSLEEVE AND ADJACENT CONSTRUCTION TO MEET U.L. SYSTEM REQUIREMENTS.SEE NOTE 2 ABOVE.

4. THIS CONTRACTOR SHALL FIRESTOP ALL MISCELLANEOUS OPENINGS IN FIRE-RATED CONSTRUCTION RESULTING FROM HIS WORK.

5. CONTRACTOR SHALL PROVIDE SUBMITTAL DRAWINGS TO ENGINEER, INCLUDINGU.L. RATED SYSTEM NUMBER AND DETAIL FOR EACH TYPE OF PENETRATION ANDCONFIGURATION.

6. SLEEVES USED FOR CABLE RISERS THROUGH FLOORS OR WALLS SHALL BEINSTALLED PER THE ABOVE FLOOR OR WALL SECTIONS. IN ADDITION, FIRESTOPMATERIAL SHALL BE PROVIDED INSIDE SLEEVE AFTER CABLES ARE COMPLETELYINSTALLED.

FIRESTOPPING DETAIL FOR PENETRATIONSTHROUGH FIRE-RATED CONSTRUCTIONS

BUS DUCT WL6001 CAJ6008 CAJ6008

CABLE TRAYS WL4005 WJ4009 CAJ4029

CABLES(MAX. 3" DIA. CABLE BUNDLE)

WL3076 WJ3022 CAJ3133

PVC CONDUIT/ INNER DUCT(< 2" DIA.) WL2093 WJ2018 CAJ2031

EMT CONDUIT(NOMINAL < 4" DIA.) WL1049 WS1055 CAJ1079

CAJ1079

UL FIRE STOP SYSTEMS FOR 1 AND 2 HOUR RATED WALLAND FLOOR ASSEMBLIES

WS1055WL1049

SERVICE

GRC CONDUIT(NOMINAL < 6" DIA.)

CONCRETE FLOORPENETRATION

CONCRETE/MASONRYWALL PENETRATION

GYPSUM WALLPENETRATION

PIPE SLEEVE (SLEEVE TO EXTEND2" ABOVE FLOOR IN MECHANICALEQUIPMENT ROOMS.)

FURNISH AND INSTALL FIRESTOPMATERIALS IN ACCORDANCE WITHAPPROPRIATE U.L. SYSTEMS TOMAINTAIN FIRE RESISTANCE RATING

SEAL JOINT BETWEEN SLEEVE ANDFLOOR SLAB WITH MIN. 1/2" BEADFIRESTOP CAULK


PENETRATING CONDUIT, ETC.

PENETRATING CONDUIT, ETC.

FLOOR SLAB; SEEARCHITECTURAL DRAWINGSFOR FLOOR CONSTRUCTIONAND FIRE RATING

DAMMING MATERIAL(PER U.L. TESTED SYSTEM DESIGN)

PIPE SLEEVE

FURNISH AND INSTALL FIRESTOPMATERIALS IN ACCORDANCE WITHAPPROPRIATE U.L. SYSTEMSTO MAINTAIN FIRE RESISTANCERATING

IDENTIFICATION TAGGING DETAILSN.T.S.

LINE #1

LINE #2

LINE #3

(TYPICAL FOR ALL NAMEPLATES)GENERAL NAMEPLATE DETAIL

BRANCH PANELBOARD NAMEPLATE

VOLTAGE, PHASE, WIRES

PANEL SOURCE

PANEL DESIGNATION

(REFER TO SPECIFICATIONS)

LINE #3

LINE #2

LINE #1

VOLTAGE, PHASE, WIRES

SOURCE

DESIGNATIONLINE #1

LINE #2

LINE #3

SWITCHBOARD/DISTRIBUTION PANEL/NAMEPLATE

STANDARD COLORS:

ELECTRICAL EQUIPMENT SUCH AS:1. PANELBOARDS, MOTOR STARTERS, MOTOR CONTROL CENTERS, DISTRIBUTION PANELS,SWITCHBOARDS, DISCONNECT SWITCHES (IF APPLICABLE)

A. 208Y/120 VOLTS (NORMAL) - GREEN BACKGROUND, WHITE LETTERS

NAMEPLATE COLOR CODING AND VERBIAGE SHALL BE REVIEWED IN DETAIL WITH THE OWNERPRIOR TO FABRICATION.

SELF-TAPPING SCREW. (TYP.)

ENGRAVED MICARTA WITH 3/8" HIGH LETTERS. REFERTO COLOR CHART FOR LETTER AND BACKGROUNDCOLORS. INSTALL CENTERED, AT TOP OF FRONT FACEFOR ALL BRANCH PANELBOARDS, SWITCHBOARDS,DISTRIBUTION PANELS, MCC'S, TRANSFORMERS,SAFETY AND DISCONNECT SWITCHES, AND MOTORSTARTERS. INSTALL ADJACENT TO ASSOCIATEDBRANCH DEVICE FOR SWITCHBOARD ANDDISTRIBUTION PANELS.

3" (TYP.)MINIMUM

2" (T

YP.)

MIN

IMU

M

T-01

T-02 T-02

TELEDATA OUTLET ADDRESS:

ALL OUTLETS MUST BE MECHANICALLY LABELED WITH A UNIQUE ALPHNUMERIC IDENTIFIER PER THE DETAIL BELOW.REFER TO WRITTEN SPECIFICATIONS.

BLDG - TR - FL - WAO P

TELEDATA ROOM ID

WORK AREA OUTLET'S FLOOR

SEQUENTIAL WORK AREA OUTLET #

JACK MODULE POSITION WITHIN WAO

2-CAT5e WALL OUTLET

2

GENERAL TELEDATA NOTES:

1. REFER TO 270000 SERIES SPECIFICATIONS.

2. PLACE MECHANICALLY-PRODUCED LABELS BEHIND FACEPLATE LABEL WINDOWS ACCORDING TO OWNER'S TELEDATASTANDARDS. DO NOT ATTACH LABELS DIRECTLY TO FACEPLATES OR WINDOWS.

3. ALL CAT5E CABLING MUST BE YELLOW.

4. PROVIDE 48-PORT CAT5E PATCH PANEL (MATCH EXISTING BY HUBBELL).

5. ALL CABLES MUST BE TESTED, LABELED, DOCUMENTED AND CERTIFIED.

6. ALL FACEPLATES MUST BE INSTALLED CLEAN, FLUSH, AND PLUMB. NOTIFY GC OF CONDITIONS THAT WOULD IMPEDE PROPERTELEDATA OUTLET INSTALLATION.

TELEDATA MATERIAL NOTEST-##

1. SINGLE-GANG, 4-PORT ANGLED FACEPLATE (UNIPRISE PN: M14AS-270). PROVIDE BLANK MODULES IN ALL UNUSED PORTS.

2. BLACK CAT6A JACK MODULE (UNIPRISE PN: UNJ10G-BK) CONNECTED TO CAT6A PATCH PANEL WITH BLUE CAT6A CABLE.

3. 1-PORT SURFACE-MOUNT BOX (UNIPRISE PN: M101SMB-B-270).

T-##

CAT5e CAT5e

KSU BUILDING CODE

T-01

T-02

1-CAT5e TV OUTLET

2

CAT5e

TELEDATA CABLE SUPPORT DETAIL

NOTE: INSTALL J-HOOK ASSEMBLIES THROUGHOUT CABLEROUTES AT 40" - 48" CENTERS WHERE CABLE MANAGEMENTTRAY OR CONDUIT HAS NOT BEEN PROVIDED. CONTRACTORSHALL HAVE THE OPTION OF PROVIDING EITHER OF THEABOVE ASSEMBLIES WHERE REQUIRED. SIZE J-HOOKPATHWAYS TO SUPPORT ALL NEW CABLES.

J-HOOK (SIZED FOR 40% FILL)FASTENED TO WALL ABOVECEILING.

ANGLED HANGER BRACKETSIZED ACCORDING TOQUANTITY AND SIZE OFJ-HOOKS ATTACHED.

MINIMUM 3/8" THREADED RODTO STRUCTURE. CONTRACTORHAS OPTION TO PROVIDEFLANGE CLIP, BEAM CLAMP,OR PURLIN CLIP IN LIEU OFTHREADED ROD WHEREAPPROPRIATE.

J-HOOK SIZED FOR 40%FILL.

FINISHED CEILING.

6" MINIMUM

OVERHEAD PAGING/VOICE SYSTEMN.T.S.

MICJ SX XAMP

X

OVERHEAD PAGING ACTIVATION SWITCH.PROVIDE IF AMPLIFIER DOES NOT CONTAINOVERRIDE DEVICE.

EXISTING AMPLIFIER.

EXISTING OVERHEADCEILING SPEAKERS ANDCABLE TO REMAIN.

3/4"C TO SPACE ABOVEACCESSIBLE CEILING.

J-BOX FOR MICROPHONEDEVICE. COORDINATEDEVICE WITH OWNER.

CABLE AS REQUIRED.

DATESIGNATURE

ST

ATE OF OHIO

PR

OFESSIONAL EN G

INE

ER

R EG I S T E RED

HATHAWAYE-61777

MARLON

N

M

L

K

J

H

G

F

E

D

1

C

B

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15

Project No:

Drawn By:


Prepared For


4651 Medina Road


p 330.666.7878

f 330.666.6061

www.domokur.com

Project Manager:

3/10

/202

0 1:

19:5

9 PM

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umen

ts\2

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ELECTRICAL DETAILS

Author

2019128



2020



CBM

KENT, OH 44242-0001

03/10/2020

at

Typewritten Text


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