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GENERAL PROJECT REQUIREMENTS

ROWAN REC CENTERROWAN UNIVERSITY • GLASSBORO • NEW JERSEY

PROJECT TEAM REGIONAL MAP

DRAWING LIST

LOCAL MAP

CS1 COVER SHEETC1 GRADING PLAN

A1 PROPOSED GYM FLOOR PLANA2 PROPOSED SECOND FLOOR ROOMSA3 GYM STRIPING PLAN

E1 PROPOSED GYMNASIUM FLOOR PLAN

DRAWING SYMBOLS

SECTION CUT TAGREFERENCE NUMBERSHEET NUMBER

EXTERIOR ELEVATIONREFERENCE NUMBERSHEET NUMBER

INTERIOR ELEVATIONDRAWING NUMBERELEV. REFERENCE NUMBERSHEET NUMBER

EXTERIOR WINDOW TAGREFERENCE NUMBER

ROOM REFERENCEROOM NAMEROOM NUMBER

INTERIOR WINDOW TAGREFERENCE NUMBER

DOOR TAGREFERENCE NUMBERROOM NUMBER

PARTITION TAGREFERENCE NUMBERDETAIL TAG

REFERENCE NUMBERSHEET NUMBER

DIMENSION STRING

ELEVATION TAGITEM NAMEELEVATION

XXXX

X X

X

X

XX.XX

XX.XX

X

XX

XX

EL. xx'-x"XXXX

XX.XX

XXX.X

1. IT IS THE INTENT OF THESE DRAWINGS TO SHOW IMPROVEMENTS TO EXISTING GYM AND RACQUETBALL COURTS,INCLUDING FLOORING REPLACEMENT, FLOOD CONTROL, SITE WORK, AND EQUIPMENT CONTROLS.

2. ALL WORK IS TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL CODE REQUIREMENTS.

3. ALL WORK SHOWN IS NEW, UNLESS OTHERWISE NOTED.

4. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID TO FULLY AQUAINT THEMSELVES WITH THEEXISTING CONDITIONS IN ALL AREAS OF THE PROPOSED WORK.

5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY AND ALL INCONSISTENCIES WITH REGARD TOTHE ACTUAL SITE CONDITIONS AND THE DRAWINGS AND SPECIFICATIONS.

6. EXISTING ROOF TOP EQUIPMENT, INCLUDING AIR HANDLING UNITS, PLUMBING VENT STACKS, DRAINS, ETC. ANDDIMENSIONS SHOWN ON PLANS ARE APPROXIMATE. THE CONTRACTOR MUST FIELD VERIFY LOCATIONS, SIZES,QUANTITIES AND ALL DIMENSIONS PRIOR TO PREPARATION OF SHOP DRAWINGS AND COMMENCEMENT OF WORK.

7. THE CONTRACTOR'S WORK SHALL BE FULLY INTEGRATED IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS, SHOPDRAWINGS, SUBMITTALS, MANUFACTURER'S DATA AND WARRANTY REQUIREMENTS AND GENERAL CONDITIONS OFTHE PROJECT.

8. THE CONTRACTOR SHALL COORDINATE THE SCHEDULE WITH THE OWNER AND AT ALL TIMES PROTECT THE EXISTINGBUILDING FROM DUST, VAPOR, GAS AND ODOR INFILTRATION. ANY RESULTING DAMAGE DUE TO, BUT NOT LIMITED TO,THESE ELEMENTS SHALL BE PATCHED, REPAIRED, REPLACED, AND / OR CLEANED AT THE CONTRACTOR'S EXPENSE.THE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION.

9. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT EXISTING PARTS OF THE BUILDING NOT INCLUDED IN THESCOPE OF WORK OF THIS CONTRACT.

10. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS, ANDRECHECK MEASUREMENTS PRIOR TO INSTALLING NEW PRODUCTS.

11. NO PRODUCTS CONTAINING ASBESTOS OR OTHER HAZARDOUS MATERIAL SHALL BE INSTALLED ON THIS PROJECT ORUSED DURING THE CONSTRUCTION OF THE PROJECT.

12. THE CONTRACTORS ARE TO PROVIDE FIELD ENGINEERING SERVICES AS REQUIRED FOR PROPER COMPLETION OF THEWORK INCLUDING, BUT NOT LIMITED TO , THE FOLLOWING:

A: ESTABLISHING AND MAINTAINING LINES, LEVELS, ELEVATIONS, LAYOUTS, STAKES, ETC.

13. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN CONSTRUCTION FACILITIES AND TEMPORARY UTILITIES SUCHAS: WATER, ELECTRICITY, TELEPHONE, SANITARY FACILITIES, ENCLOSURES, TARPAULINS, BARRICADES,GUARD-RAILS, CANOPIES, LIGHTING AND TEMPORARY FENCING AS REQUIRED BY THE APPLICABLE ADVISOR TOPROTECT THE SITE, THE PUBLIC, WORKERS, PEDESTRIANS, AND THE USER OF THE BUILDING.

14. ALL WORK PERFORMED SHALL BE BY EXPERIENCED CRAFTSMEN SKILLED IN THEIR TRADE AS REQUIRED TO COMPLETE THE WORK IN A MANNER CONSISTENT WITH THE CONTRACT DOCUMENTS AND ACCEPTABLE TO THEOWNER.

15. CONTRACTOR SHALL PREVENT MOVEMENT OF STRUCTURE, ENGINEER, PROVIDE AND PLACE BRACING AND SUPPORTS OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE AND ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE, OR INJURY. CONTRACTOR SHALL CEASE OPERATION AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS ENDANGERED AND TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED..

16. CONTRACTOR SHALL MAINTAIN FREE AND CLEAR INGRESS AND EGRESS FOR ALL TRADESMAN IN THE BUILDINGAS WELL AS FIRE DEPARTMENT ACCESS AS REQUIRED. ROWAN UNIVERSITY WILL NOT ALLOW THE STORAGE OFMATERIALS THAT WOULD PREVENT OR RESTRICT EGRESS.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL DEMOLISHED MATERIAL FROMTHE SITE.

18. ALL CONTRACTORS SHALL COORDINATE THE INSTALLATION OF THEIR SCOPE OF WORK WITH TEH CONSTRUCTIONDOCUMENTS HEREIN AND DESIGN INTENT. TO THE EXTENT THAT CONFLICTS ARISE, THE CONTRACTORS SHALL IDENTIFY ANY CONFLICTS BETWEEN THE DESIGN, DESIGN INTENT, AND THEIR SCOPE OF WORK PRIOR TO FABRICATING OR ATTEMPTING THE INSTALLATION OF WORK SO THAT SUCH CONFLICT(S) CAN BE RESOLVED WITHOUT DISRUPTION OF THE WORK PROGRESS. ANY SUCH CONFLICTS ARE TO BE REPORTED TO THE ARCHITECTDURING THE COORDINATION DRAWING PROCESS OR EARLIER.

19. IT SHALL BE THE RESPONSIBILITY OF THE ALL CONTRACTORS TO MEET OR EXCEED THE REQUIREMENTS OF THEAPPLICABLE GOVERNING CODES AND TO COORDINATE THEIR WORK WITH ALL OTHER DOCUMENTS AND TRADES.THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONFLICTS.

XXXXXXX

X'-X"

OWNER:ROWAN UNIVERSITY201 MULLICA HILL RD, GLASSBORO, NJ 08028PHONE: (856) 256-4900CONTACT: XXEMAIL: XX

ARCHITECT:KIMMEL BOGRETTE ARCHITECTURE + SITE, INC.482 NORRISTOWN ROAD, SUITE 200BLUE BELL, PA 19422PHONE: (610) 834-7805CONTACT: MIKE PENTZ, RAEMAIL: mpentz@kimmel-bogrette.com

MEP ENGINEER:MCHUGH ENGINEERING ASSOCIATES, INC.136 POPLAR STREETAMBLER, PA 19002215-641-1158CONTACT: MATT SCHNEIDER, PEEMAIL: mschneider@mchugheng.com

CIVIL ENGINEER:ENGINEERING & LAND PLANNING ASSOCIATES, INC.140 W MAIN STREETCLINTON, NJ 08809908-238-0544CONTACT: XXEMAIL: XX

04.0

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BENCHMARKNorthing=320133.36Easting=318356.96Elevation=130.63

10002TRAV

131.16 BC

131.60 TC

131.18 BC

130.92 BC

130.92 BC

131.43 TC

131.90 TC

131.48 BC

131.7

132.38

132.31132.29132.28

132.32132.38

131.74

132.20132.12131.73

131.05 BC

131.00 BC

130.92 BC

130.96 BC

131.04 BC131.00 BC

131.02 BC

131.40 TC 131.6

130.80 BC

130.85 BC

131.4130.9130.5

130.65 BC

131.17 TC

130.60 TC

130.29 BC

129.87 BC

130.13 TC130.08 BC

130.33 TC

131.23 TC

130.74 BC

129.5 129.5129.6

129.6130.0

130.4130.3

130.2

130.2

130.89 TC

130.32 BC

130.09 BC

130.56 TC

130.69 TC

130.37 BC

131.14 BC

131.46 TC

130.8

131.06

REMOVE EXISTING INLET AND REPLACE WITH 12-INCH AREA DRAIN

RIM EL: 129.30INVERT OUT:128.83

EXISTING TRENCH DRAINGRATE: 129.54

INVERT OUT: 128.58

EXISTING TRENCH DRAINGRATE: 129.55INVERT: 128.66

EX TRENCH DRAINGRATE 129.57

INVERT: 128.91

SILL EL: 129.75

SILL EL: 129.75

PROP HDPE PIPEDIA: 4-INCHSLOPE: 1%LEN: 15'INVERT IN: 128.68

129.7129.6129.5

129.8129.9130.0

130.0129.9

129.8

129.9

130.1130.0

1'-0

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12" DOMED GRATE

6" THICK CONCRETE RINGMINIMUM 2500 PSI6"

RIMELEVATION

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PLACE SUMP ON LIGHTLYCOMPACTED SAND OROTHER STABILIZED BASE

SECTION

PLAN

NOTES:1. RISER AND DISTRIBUTION PIPE SIZES

VARY, SEE GRADING AND DRAINAGEPLAN.

2. STONE/SOIL SHALL BE COMPACTED TOSECURE RISER PIPE IN PLACE ANDPREVENT MOVEMENT.

3. ALL JOINTS, ADJUSTMENTS, AND PIPECONNECTIONS MUST BE WATERTIGHT.

NTS

12" DOMED AREA INLET1 NTS

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GENERAL NOTES:

1. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREONWAS TAKEN FROM PLANS PROVIDED BY ROWAN UNIVERSITY.

2. THESE PLANS ARE NOT TO BE USED AS SURVEYS. REFER TOREFERENCE SOURCES FOR BOUNDARY AND TOPOGRAPHICINFORMATION.

3. THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTIONACTIVITIES TO WITHIN THE LIMIT OF WORK. ALL DISTURBEDAREAS ARE TO BE RESTORED WITH 6-INCHES OF TOPSOILSEEDED AND PROTECTED WITH TEMPORARY EROSIONCONTROLS UNTIL GRASS HAS BEEN ESTABLISHED.

4. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURESAND IMPROVEMENTS WITHIN THE PROJECT LIMITS ANDRIGHT-OF-WAY. THESE FEATURES INCLUDE BUT ARE NOTLIMITED TO LANDSCAPING, DRIVEWAYS, SIGNAGE, CURBING,SIDEWALKS, UTILITIES, JUNCTION BOXES, POLES, LIGHTING,HYDRANTS, VALVE BOXES, AND STRIPPING.

5. THE CONTRACTOR SHALL OBTAIN ALL CONSTRUCTION PERMITSREQUIRED BY LOCAL, COUNTY OR STATE JURISDICTIONS. THECONTRACTOR SHALL BE RESPONSIBLE FOR APPLICATION,PAYMENT AND APPROVAL OF SAID PERMITS. NO ADDITIONALPAYMENT SHALL BE MADE BY THE OWNER.

6. THE CONTRACTOR SHALL NOTIFY THE UNIVERSITY, TOWN ANDMUNICIPAL ENGINEER'S OFFICE 72 HOURS PRIOR TO THESTART OF WORK. THE CONTRACTOR SHALL NOTIFY ALLAPPROPRIATE AGENCIES, INCLUDING THE COUNTY SOILCONSERVATION DISTRICT PRIOR TO THE START OFCONSTRUCTION AND AS NECESSARY THROUGH PROJECTCOMPLETION.

7. HOURS OF WORK SHALL BE PER UNIVERSITY REQUIREMENTS.

8. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONSBEFORE BEGINNING CONSTRUCTION.

9. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF THEPROJECT SITE, CONTRACTOR PROPERTY, EQUIPMENT, ANDWORK.

10. THE CONTRACTOR IS RESPONSIBLE FOR CLEANINGDRIVEWAYS, WALKWAYS AND STREETS OF CONSTRUCTIONDIRT AND DEBRIS AT CLOSE OF EACH WORK DAY.

11. THE CONDITION OF THE ADJACENT ROAD AND/ORRIGHT-OF-WAY, UPON COMPLETION OF THE JOB SHALL BE ASGOOD AS OR BETTER THAN PRIOR TO STARTING WORK.

12. PRIOR TO CONSTRUCTION, THE CONTRACTOR, ALONG WITHCONCURRENCE FROM THE OWNER, SHALL DETERMINE HIS/HERLAY-DOWN AND/OR STAGING AREA LOCATIONS.

13. THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS AMINIMUM OF 24 HOURS PRIOR TO BLOCKING DRIVEWAYS ORENTERING UTILITY EASEMENTS.

14. TRAFFIC INGRESS AND EGRESS FOR DRIVEWAYS ANDPEDESTRIAN ACCESS FACILITIES SHALL BE MAINTAINEDTHROUGHOUT CONSTRUCTION.

15. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BEREPLACED WITH LIKE-KIND OR BETTER AT THE CONTRACTOR'SEXPENSE. TREES, BUSHES, SHRUBBERY AND OTHER DAMAGEDPLANTINGS TO REMAIN SHALL BE REPLACED WITHIN 72 HOURSOF REMOVAL AND ARE TO BE THOROUGHLY WATERED-IN.

16. PAVED SURFACES, PAVEMENT MARKERS AND MARKINGS SHALLBE PROTECTED FROM DAMAGE BY TRACKED EQUIPMENT.

17. PROPERTY MARKERS DISTURBED DURING CONSTRUCTION ARETO BE REPLACED BY A REGISTERED PUBLIC LAND SURVEYORFOR THE ORIGINAL PROPERTY OWNER AT NO SEPARATE PAY.

18. CONSTRUCTION STAKING WILL BE PROVIDED BY THECONTRACTOR. TWO COPIES OF STAKING NOTES TO BEPROVIDED TO THE ENGINEER PRIOR TO CONSTRUCTION.

19. THE CONTRACTOR SHALL MAINTAIN UPDATED RED-LINEDRECORD DRAWINGS ON SITE FOR INSPECTION BY THEENGINEER.

20. MAINTENANCE AND CLEAN-UP OF THE PROJECT IS REQUIREDFOR THE PROJECT LIMITS AND DURATION, REGARDLESS OFTHE CONTRACTOR'S SCOPE OF ACTIVITIES WITHIN THEPROJECT LIMITS.

21. THE REMOVAL OF ANY ABANDONED UTILITIES REQUIRED TOCOMPLETE THE WORK SHALL BE INCIDENTAL AND NOSEPARATE PAYMENT SHALL BE MADE.

22. IT IS THE CONTRACTOR'S RESPONSIBILITY TO STOCKPILENECESSARY MATERIAL ON-SITE OR AT A SECURED OFF-SITELOCATION AT NO ADDITIONAL EXPENSE TO THE OWNER.

22. THESE DRAWINGS DO NOT INCLUDE THE NECESSARYCOMPONENTS FOR CONSTRUCTION SAFETY. THECONTRACTOR SHALL BE RESPONSIBLE TO ENSURE "ON THEJOB" SAFETY FOR HIS EMPLOYEES, EMPLOYEES OF THEOWNER AND ALL OTHER PERSONS HAVING AUTHORIZED ORUNAUTHORIZED ACCESS TO THE WORK AND THE PUBLIC.CONTRACTOR SHALL PERFORM HIS WORK IN A SAFEMANNER AND IN COMPLIANCE WITH ALL APPLICABLE LOCAL,STATE AND FEDERAL REGULATIONS.

23. THE LOCATION, TYPE, SIZE, DEPTH, ETC. OF ALL EXISTINGUTILITIES ARE APPROXIMATE AND MUST BE VERIFIED IN THEFIELD BY THE CONTRACTOR AND AT HIS OWN EXPENSEPRIOR TO THE START OF CONSTRUCTION. THECONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIESOPERATING WITHIN THE CONSTRUCTION SITE 3 DAYS PRIORTO COMMENCEMENT OF ANY EXCAVATION FOR ACCURATEFIELD LOCATIONS. FOR UTILITY MARKOUT. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGNENGINEER OF ALL DEVIATIONS OF SITE CONDITIONS AND/ORIF DEPARTURES FROM THE APPROVED DESIGN BECOMENECESSARY DUE TO SUCH DEVIATIONS.

24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LINES,ELEVATIONS, AND MEASUREMENTS, EXERCISINGPRECAUTION TO VERIFY ALL DIMENSIONS SHOWN ONDRAWING.

25. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGNENGINEER SHOULD DEPARTURES FROM THE APPROVEDDESIGN BECOME NECESSARY DUE TO CIRCUMSTANCESWHICH ARISE DURING CONSTRUCTION.

26. ITEMS NOT SPECIFIED BUT NECESSARY FOR PROPERCONSTRUCTION SHALL BE FURNISHED AND INSTALLED BYTHE CONTRACTOR THE SAME AS IF SPECIFIED.

SITE/CIVIL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING PROPERDRAINAGE OF THE PROJECT SITE AND ALL UPGRADIENTAREAS TO THE SITE.

2. CATCHBASIN GRATE AND HEADERS SHALL BE RESET ASREQUIRED TO MATCH FINISH GRADE ELEVATIONS, UNLESSOTHERWISE NOTED OR DIRECTED BY THE THE ENGINEER.PLACEMENT GRATES AND HEADERS SHALL BE ALIGNED WITHADJACENT CURBING AND PAVEMENT.

3. MILLINGS, STONE, SOIL, CONSTRUCTION DEBRIS, AND ALLOTHER RELATED MATERIALS SHALL BECOME THE PROPERTYOF THE CONTRACTOR FOR OFF-SITE DISPOSAL.

4. INADEQUATE INSPECTION OF WORKMANSHIP SHALL NOTRELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TOPERFORM THE WORK IN ACCORDANCE WITH APPLICABLEPLANS, SPECIFICATIONS AND REGULATIONS AND TO OBTAINWRITTEN APPROVAL OF MUNICIPAL OFFICIALS, ANDACCEPTANCE OF THE CONSTRUCTION BY THE OWNER.

5. ALL CONCRETE USED FOR SITE WORK SHALL HAVE AMINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. ORAS REQUIRED BY THE A/E.

7. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE OR USEDAS SPOIL, UNLESS DIRECTED BY THE ENGINEER AND INCONFORMANCE TO AN APPROVED SOIL EROSION ANDSEDIMENT CONTROL PLAN.

8. SUBBASE MATERIAL SHALL BE FREE OF ORGANIC ANDOTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BEDEEMED UNSUITABLE, SUBBASE IS TO BE REMOVED ANDFILLED WITH APPROVED FILL MATERIAL COMPACTED TO 95%OPTIMUM DENSITY (AS DETERMINED BY MODIFIED PROCTORMETHOD).

9. ALL CONTRACTORS WORKING ON THIS PROJECT SHALLCOMPLY WITH THE REQUIREMENTS OF [P.L. 652, NO. 267DECEMBER 10 1974 AS AMENDED ON DECEMBER 12, 1986 P.L.1574, NO. 172 FOR PA].

10. ALL CONTRACTORS WORKING ON THIS PROJECT SHALL BERESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTIONACTIVITIES RELATED TO THIS PROJECT ARE PERFORMED INACCORDANCE WITH ALL APPLICABLE OSHA (OCCUPATIONALSAFETY AND HEALTH ADMINISTRATION) STANDARDS.

11. NO EXCAVATION OR FILL SHALL BE MADE WITH A FACESTEEPER THAN THREE (3) HORIZONTAL TO ONE (1) VERTICAL(3:1) UNLESS A RETAINING WALL, CONSTRUCTED INACCORDANCE WITH APPROVED STANDARDS IS PROVIDED TOSUPPORT THE FACE OF SLOPE OF SAID EXCAVATION OR FILL.

12. BURYING OF TREES, STUMPS, OR CONSTRUCTION MATERIALIS PROHIBITED. TREES AND STUMPS MAY BE CHIPPED ORGROUND AND SPREAD ON THE SITE.

13. SOIL EROSION AND SEDIMENTATION CONTROL MEASURESSHALL BE IN PLACE AND FUNCTIONING PRIOR TO ANY OTHERDISTURBANCE ON THE SITE.

14. EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEENDEVELOPED FROM ROWAN UNIVERSITY RECORDS.COMPLETENESS AND/OR ACCURACY CANNOT BEGUARANTEED.

SCALE: 1" - 10'

AREA DRAIN SITE PLAN

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18'-9"31'-3"22'-7 3/4"23'-2 3/4"25'-8 1/2"

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VOLLEYBALL NETSLEEVE TO REMAIN,TYP OF 6

SLAB PITCH AT 1/4 ":FT

EXISTING CURB TOREMAIN

MODIFY EXISTING DOOR EXITDEVICES TO REMOVE BOTTOMROD, REMOVE CATCHESFROM THRESHOLD

ALTERNATE 3

PROVIDE SEPARATE ADJUSTABLEGASKET RETAINERS ANDCOMPRESSIBLE RUBBER TYPEGASKETS WITH STEEL PACKERSTO FIT EXISTING DOOR FRAMES,TO MAKE DOORS FLOOD PROOFTO 16". PROVIDE 16" ALUMINUMKICK PLATE TO BOTTOM OF DOORLEAF TO MAKE BACK OF DOORFLUSH. PRODUCTS BY FLOODCONTROL INTERNATIONAL, PSINDUSTRIES INC, OR EQUAL

INSTALL THRESHOLD ATFLOOR TRANSITIONS ANDDOORS

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PROVIDE NEW VAPORRETARDER AND 1/4" THICKSELF-LEVELINGUNDERLAYMENT AND NEWHARDWOOD COURT FLOORSYSTEM

SEE ELECTRICAL DRAWINGSFOR BACKBOARDAUTOMATION SYSTEM

PROVIDE SEPERATE ADJUSTABLE GASKETRETAINERS AND COMPRESSIBLE RUBBERTYPE GASKETS WITH STEEL PACKERS TO FITEXISTING DOOR FRAMES, TO MAKE DOORSFLOOD PROOF TO 16". PROVIDE 16"ALUMINUM KICK PLATE TO BOTTOM OF DOORLEAD TO MAKE BACK OF DOOR FLUSH.PRODUCTS BY FLOOD CONTROLINTERNATIONAL, PS INDUSTRIES INC, OREQUAL

3A1

MODIFY EXISTING DOOR EXISTDEVICES TO REMOVE BOTTOMROD, REMOVE CATCHES FROMTHRESHOLDEXISTING WALK OFF MATT TO

REMAIN

1 1/2" 1 1/2"

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1 - 1/2" EXPANSIONVOID

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3/4" x 2" x 2" REZILL PAD

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12" PLYWOOD STRUT

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EXISTING VOLLEYBALLSLEEVE TO REMAIN

EXISTING VOLLEYBALLSLEEVE TO REMAIN

WOMEN'S 3-POINT LINE

REMOVE EXISTINGCONCRETE SLAB

EXISTING VOLLEYBALLSLEEVE TO REMAIN

REMOVE EXISTING WOODFLOORING, SLEEPERS AND FOAMUNDERLAYMENT THROUGHOUTREMOVE EXISTING CEMENTITIOUSUNDERLAYMENT - ENTIRE GYMFLOOR

REMOVE THRESHOLDS(TYP)

AFTER REMOVING EXISTINGFLOORING, ALLOW A PERIODAS INDICATED IN THESPECIFICATIONS FOR THEEXISTING CONCRETESUBSTRATE TOAPPROPRIATELY DRY OUTPRIOR TO BEGINNING TOINSTALLATION OF THE NEWFLOORING

EXST ENTRANCE MAT

EXST 1" CEMENT BASEDCOMPOUND BASE

EXST 1/8" THICKRESILIENT RUBBERTHRESHOLD

NEW 1" WIDE CORK

EXST 6" WIDE CEMENTBASED COMPOUND

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SCALE: 1/8" = 1'-0"PROPOSED GYM FLOOR PLAN2

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SCALE: 1/32" = 1'-0"REC CENTER KEY PLAN1

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SCALE: 1/16" = 1'-0"DEMOLITION PLAN5

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SCALE: 3" = 1'-0"ENTRANCE MAT FLOOR DETAIL3

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REMOVE EXISTINGWOOD FLOORING,AND SLEEPERS

REINSTALL EXISTINGALUMINUM THRESHOLD

REINSTALL EXISTINGALUMINUM THRESHOLD

PROVIDE 1 x 4 SLEEPERS AT16" OC, 1 LAYER 3/4"PLYWOOD SUBFLOOR, 1LAYER 1/2" UNDERLAYMENT,RESILIENT AHTLETICFLOORING AND RESILIENTBASE AT GWB WALLS.INSTALL PLYWOOD LAYERSIN CRISS-CROSS PATTERN AT22.5 DEGREES

207

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13'-9"

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PICKLEBALL LINES 1"GRAY

LOGO IN BROWN

VOLLEYBALL LINES 2"WHITE (TYP)

PICKLEBALL LINES 1"GRAY

HIGH SCHOOL 3-POINTLINE 2" BROWN (TYP)

COLLEGE 3-POINT LINE2" GOLD (TYP)

BASKETBALL LINES 2"BROWN (TYPE UNO)

BADMINTON LINES 1"GRAY

CENTER LOGO TEXT INBROWN, CIRCLE INGOLD (TYP)

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25'-8 1/2"25'-8 1/2"25'-8 1/2"25'-8 1/2"26'-3"

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WALL MOUNTED HUMIDITY SENSOR WITH 25' LEAD RUN BELOW WOOD FLOOR (READS TEMPERATURE AS WELL) MONNIT MNS2-9-W2-HU-RH-L25

WALL MOUNT AMBIENT ROOM TEMPERATURE SENSOR MONNIT MNS2-9-W2-TS-ST

WALL MOUNTED WATER SENSOR WITH WATER ROPE RUN BELOW SLAB (ROPE SENSOR LENGTH 50 FEET MAX) MONNIT MNS2-9-W2-WS-WR

MONNIT HEAD END SYSTEM COMPONENTS:

REQUIRES A GATEWAY MODULE (BRAIN) FOR ALL SENSORS. THIS PLUGS INTO WALL OUTLET AND REQUIRED A DATA JACK-ADDITIONAL OPTION IS TO USE A CELLULAR GATEWAY THAT DOES NOT REQUIRE DATA OUTLET. NICE FEATURE ON CELLULAR DATA IS THAT IS HAS24 HOUR BATTER IN THE EVENT OF POWER FAILURE. THE CELLULAR SYSTEMREQUIRES $15/MONTH DATA SUBSCRIPTION. (DELETE IF USING WIRED CONNECTION)

SYSTEM REQUIRES A PORTAL FEE OF $99 A YEAR FOR REMOTE READING OF THESYSTEM, ETC. INCLUDE TWO YEARS IN CONTRACT

PROVIDE BASIS-OF-DESIGN MONNIT SYSTEM OR APPROVED EQUAL

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SCALE: 1/16" = 1'-0"PROPOSED WATER TEMP. AND HUMIDITY SENSOR LOCATIONS2

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CONFIRM LOCATION TO ACCESSEXISTING POWER ANDETHERNET LOCATION

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Wiring TerminalStrip

CONTROL PANEL

PANEL POWER(DOES *NOT* SUPPLYPOWER TO DEVICES)

EQUIPMENT CONTROL RELAYSWITH MANUAL OVERRIDE

120V (3A MAX DRAW)

NEUTRAL

INPUT POWER (OR CONTROL SIGNAL)

UP OUTPUT POWER TO DEVICE

DOWN OUTPUT POWER TO DEVICE

CAT 5e/6 ETHERNETTO NETWORK

1D

2U2D3A3U

4A3D

4U4D5A5U

6A5D

6U6D7A7U

8A7D

8U8D9A9U

10A9D

10U10D11A11U

12A11D

12U12D13A13U

14A13D

14U14D15A15U

16A15D

16U16D

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GROUND WIRES TO BETERMINATED PER LOCALCODE REQUIREMENTS.

NEUTRAL WIRES BYPASSPANEL AND RUN DIRECTLYTO EQUIPMENT.

*Enclosure sizes are estimates, final enclosure size determined at time of submittal

WIRING REQUIREMENTS:

EACH INPUT POWER OR SIGNAL WILL BE SWITCHED TO THE UP OR DOWN LINE FOR THAT DEVICE. EACH CIRCUIT SHALL OPERATE INDEPENDENTLY. INPUT POWER AND WIRE SIZE (BY OTHERS) MUST BE BASED ON MOTOR SIZE AND LENGTH OF WIRE TO ENSURE ADEQUATE POWER REACHES THE MOTOR. TOTAL CURRENT PER CIRCUIT MUST BE 15 AMPS. FOR NON-PORTER PRODUCTS, CONSULT MANUFACTURER TO VERIFY POWER REQUIREMENTS ARE WITHIN SPECIFICATIONS.

# of Devices Part Number Estimated Enclosure Size

Up to 12 12800-012 24" H x 20" WUp to 20 12800-020 30" H x 24" WUp to 28 12800-028 30" H x 24" WUp to 36 12800-036 36" H x 30" WUp to 44 12800-044 48" H x 36" WUp to 52 12800-052 48" H x 36" WUp to 60 12800-060 48" H x 36" WUp to 68 12800-068 60" H x 36" WUp to 72 12800-072 60" H x 36" WOver 72 Call Porter

_________ _________ _________ _________ _________ _________ _________ _________

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