REHOBOTH SPOTLIGHT INC. - Clear Space Theatre

B101a

0

#

#

SIM

A101

1SIM

DEPT.#

#

ADD

GRID LINES

SECTIONS

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAILS IN PLAN/SECTION

ROOM NUMBER

DOOR NO. ON PLAN

H.M. FRAME NO. ON PLAN

REVISION: TYPE = A.S.I/P.R./C.C.D./ADD.

CASEWORK(FURNISHING PLANS ONLY)

ALUM. FRAME/WINDOW TYPE

WALL TYPE

#-#.#

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# # INTERIOR ELEVATION

DETAIL NUMBER

SHEET NUMBER

A3

ROOM NAME

B101a

##

EARTH

GRAVEL

CONCRETE

CONCRETE MASONRY UNITS

SOLID CONCRETE MASONRY UNITS

BRICK

WOOD-FINISHED

WOOD ROUGH

PLYWOOD

GYPSUM BOARD

ACOUSTIC TILE

STEEL - LARGE SCALE

CAST STONE

ALL METALS - SMALL SCALE

GLASS - LARGE SCALE

BATT INSULATION

RIGID INSULATION

CERAMIC TILE

CARPET

Above finished floor AFFAcoustic ACSTAcoustic Panel Ceiling APCAddendum ADDAlternate ALTAluminum ALAngle LApproximate APPROXArchitecture, architectural ARCHAsbestos ASBAsphalt ASPHAssistant ASSTAssociation ASSNAutomatic AUTOAverage AVGBase plate BP Basement BSMTBeam BMBearing BRGBedroom BRBenchmark BMBoard BDBoiler BLRBottom BOTBrick BRKBuilding line BLBuilding BLDGBuilt-up-roof BURCabinet CABCarpet CPTCatalog CATCeiling height CHCeiling CLGCenter CTRCenterline CLCeramic Tile CTCeramic CERChalkboard CBClear CLRCloset CLOCoated CTDCold rolled CRColumn COLCompany COComposition COMPConcrete Masonry Unit CMUConcrete CONCConstruction joint CJConstruction CONSTR"Continue, Continuous" CONTCorridor CORRCountersink CSKCubic CUCurve(d) CRVDampproofing DPDegree DEGDepartment(al) DEPTDetail DETDiagonal DIAGDiameter DIADimension DIMDishwasher DWDispenser DISPDoor DRDouble DBLDouble-hung DHDown DNDownspout DSDrain DRDrawing DWGEach EAEast EElectric Water Cooler EWC"Electric, electrical" ELECElevation ELElevator ELEVEngineer ENGREntrance ENTREqual EQEquipment EQUIPExhaust EXHExisting EXISTExpansion joint EXP JTExposed EXPExterior EXTFabricate FABFace of Stud F. OF S.Fan Coil Unit FCUFiberglass-reinforced plastics FRPFinish FINFinished Floor FFFire Extinguisher FEFire Extinguisher & Cabinet FECFire Retardant Treated FRTFireproof FPRFFixture FXTRFlange FLGFlashing FLFloor FLFloor drain FDFlooring FLGFluorescent FLUOR

Footing FTGFoundation FDNFurnish(ed), furniture FURNFurring FURRGage (gauge) GAGalvanize(d) GALVGalvanized Iron GALVIGlazed Wall Tile GWTGrab Bar GBGrade GRGravel GVLGypsum Wallboard GWBGypsum GYPHandicapped HCHardware HDWHeating ventilating and HVACair conditioningHeight HGTHigh Point HPTHigh Performance HPHigh Performance Coating HPCHollow Metal HMHorizontal HORIZInclude(d), inclusive INCLIncorporated INCInformation INFOInside diameter IDInstall(ed), installation INSTLInsulation INSULInterior INTJanitor JANJoint JTJoist J, JSTJunction box JBKnock down KDLaboratory LABLavatory LAVLeft Hand LHLeft LLength LGLevel LVLLight LTMachine MACHMaintenance MAINTManager MGRManual MNLManufacturing MFGMarkerboard MBMasonry opening MOMasonry MSNRYMaster bedroom MBRMaterial MATLMaximum MAXMechanical MECHMembrane MEMBMen MMetal MET, MTLMezzanine MEZZMinimum MINMirror MIRMiscellaneous MISCMounted MTDMounting MTGNecessary NECNoise-reduction coefficient NRCNominal NOMNon Combustible NC, NONCOMNorth NNot in Contract NICNot to scale NTSNot available NANumber NOOffice OFFOn center OCOpening OPNGOpposite OPPOutside diameter ODOverall OAOverhead OVHDPage PPainted PTDPair PRPanel PNLPartition PTNPercent PCTPerforate(d) PERFPermanent PERMPerpendicular PERPPiece PCPlastic Laminate PLAMPlastic Laminate PLAS.LAMPlate PLPlumbing PLMBPlywood PLYWDPoint PTPolyvinyl chloride PVCPrecast PRCSTPrefabricated PREFABPreliminary PRELIMPreparation, prepare PREPProgram PRGMProjection Screen PS

Project PROJProperty PROPPublic Address PAQuality control QCQuality QUALQuantity QTYQuarry Tile QTRadius RADRain Leader RLReceived RCVDReceptacle RCPTReceptionist RECPTRecess(ed) RECRefer, reference REFRefrigerate, refrigerator REFRReinforce REINFReinforced concrete RCRemove RMVRepair RPRRequired REQDRevise, revision REVRight hand RHRoad RDRoof Drain RDRoof RFRoofing RFGRoom RMRubber tile floor RTFRubber RBRSchedule SCHEDSchematic SCHEMSection SECTService SVCE"Sheet, sheeting" SHTShower SHSiding SDGSimilar SIMSlope SLSound-transmission class STCSouth SSpeaker SPKRSpecification SPECSprinkler SPRSquare SQStainless steel SSStandard STDStandpipe SPSteel STLStorage STORStructural Glazed Facing Tile SGFTStructural, structure STRUCTSubstitute SUBSTSurface SURFSuspend(ed) SUSPSwitch SWSymmetrical SYMSystem SYSTackboard TBTackstrip TSTelephone TELTelevision TVTemporary TEMPTerrazzo TERThick THKThrough THRUToilet TTongue and groove T&GTop and bottom T&BTop chord TCTop of Masonry Parapet TMPTop of Bearing TOFBTop of Steel T.O.S.Topping TOPGTotal TOTTransformer XFMRTransom TRTransparent TRANSTread TRDThreshold THRESHTypical TYPUnderground UGUnderwriters Laboratories ULUnfinished UNFUnit Ventilator UVUnless Otherwise Noted UONUrinal URUS Gypsum Company USGVertical VERTVestibule VEST, VVinyl Reducing Strip VRSVinyl Composite Tile VCTVinyl asbestos tile VATWardrobe WARDWater closet WCWaterproof WPWeight WTWelded WLDWelded Wire Mesh WWMWith W/Without W/OWomen WWood WDWrought Iron WI

BASE BID: COLD FORM STEEL STUDS, EXTERIOR GRADE SHEATHING, FOAMED IN PLACEINSULATION WITH 4” THICK, 16” HIGH X 24” MASONRY VENEER UNITS. REFERENCE UNIT MASONRY SPECIFICATION SECTION 04 20 00. THE EXTERIOR STAIR IS CMU BACKUP WITH 4” THICK, 16” HIGH X 24” MASONRY VENEER UNITS REFERENCE SPECIFICATIONS AND DETAILS.

ALTERNATE 1S: STUCCO FINISH ON 5/8” CEMENT BACKERBOARD ATTACHED TO 4” COMPOSITE GIRTS INFILLED WITH 4” RIGID POLY STYRENE INSULATION. ARCHITECT TO SELECT FINISH FROM MANUFACTURER’S STANDARD SELECTIONS. REFERENCE CEMENT PLASTERING SPECIFICATION SECTION 09 24 00.

ALTERNATES

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11720 B

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© GRIMM AND PARKER ARCHITECTURE, INC.


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PROFESSIONAL CERTIFICATION

I CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY

ME, AND I AM A DULY LICENSED

ARCHITECT UNDER THE STATE OF

DELAWARE,

LICENSE NUMBER# 8570

EXPIRATION: 1/31/2022

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, DE

1997

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4/17/2020PERMIT SUBMISSION

GP #21828.00OWNER

D E S I G N T E A M

REHOBOTH SPOTLIGHT INC.

417 REHOBOTH AVE REHOBOTH

BEACH, DE 19971

PERMIT SUBMISSION

4/17/2020

DRAWING KEY

SYMBOLS OF MATERIALS

ABBREVIATIONS

GRIMM + PARKER

MERESTONE CONSULTANTS

GIPE ASSOCIATES

PILOTTOWN

ARCHITECT

CIVIL ENGINEER/ SURVEYOR

MECH,ELECT,FP,PLMG ENGINEER

STRUCTURAL ENGINEER

11720 BELTSVILLE DR., SUITE 600CALVERTON, MD 20705

(301) 595-1000

(302) 226-5880

(410) 822-8688

(302) 703-1770

33516 CROSSING AVE. UNIT 1LEWES, DE 19958

8719 BROOKS DR.EASTON, MD 21601

17585 NASSAU COMMONS BLVD UNIT 3LEWES, DE 19958

GEO-TECHNOLOGY ASSOCIATES GEOTECHNICAL ENGINEER (302) 855-976121113 STERLING AVE. UNIT 7GEORGETOWN, DE 19947

THRESHOLD ACOUSTICS ACOUSTICIAN/ AV (312) 386-1400141 WEST JACKSON BLVD SUITE 200CHICAGO, IL 60604

REHOBOTH SPOTLIGHT INC. (302) 227-227020 BALTIMORE AVEREHOBOTH BEACH, DE 19971

SITE

LOCATION MAP

Rehoboth Ave

DATE DESCRIPTION

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PARCEL I.D. NO. * 334-13.20-164.00, 165.00, & 166.00

DEED REFERENCE * PARCELS 334-13.20-164.00 & 165.00 PARCEL 334-13.20-166.00

DB 5181, PG 239 DB 5181, PG 235

PLAT REFERENCE * PB 0, PG 0

EXISTING ZONING DISTRICT * C-1 (CENTRAL COMMERCIAL)

SEWAGE DISPOSAL * CITY OF REHOBOTH BEACH

SEWERAGE IS SUBJECT TO APPROVAL OF THE CITY OF REHOBOTH BEACH, THE

DELAWARE STATE DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENTAL

CONTROL.

WATER SUPPLY * CITY OF REHOBOTH BEACH

WATER IS SUBJECT TO THE APPROVAL OF THE CITY OF REHOBOTH BEACH, DELAWARE

STATE DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENTAL CONTROL AND THE

DELAWARE DIVISION OF PUBLIC HEALTH.

WATERSHED * LEWES & REHOBOTH CANAL

OWNER/DEVELOPER * PARCELS 334-13.20-164.00 & 165.00 PARCEL 334-13.20-166.00

CLEAR SPACE THEATRE COMPANY REHOBOTH SPOTLIGHT, INC.

C/O WESLEY PAULSON C/O WESLEY PAULSON

20 BALTIMORE AVENUE 20 BALTIMORE AVENUE

REHOBOTH BEACH, DE 19971 REHOBOTH BEACH, DE 19971

PHONE: 240-593-4090 PHONE: 240-593-4090

HORIZONTAL DATUM * NAD 83 (NA 2011, EPOCH 2010)

VERTICAL DATUM * NAVD '88

EXISTING USE * VACANT

NO. OF LOTS * 3 EXISTING, 2 PROPOSED

PARCEL AREA * 15,000 S.F.

SITE ADDRESS * 415 & 417 REHOBOTH AVENUE

LOCATION MAP SCALE: 1"= 1,000'

SITE

8NUMBER OF PARKING STALLS IN ROW

HANDICAP MARKER

SITE LIGHT

REBAR FOUND

RIGHT-OF-WAY LINE

PROPERTY LINE

BUILDING SETBACK LINE

TREELINE

FIRE DEPARTMENT CONNECTION

PROPOSEDEXISTING

UNDERGROUND ELECTRIC

SPOT ELEVATIONS

CONTOUR

STORM SEWER

WATER LINE

SANITARY SEWER

8

HYDRANT

SS

MH

W

S

C.B.

X (18.50)

15''RCP 15''RCP

IRON PIPE FOUND

SANITARY CLEANOUT

CO

SIGN

EASEMENT LINE

CENTERLINE

CONCRETE MONUMENT FOUND

SOIL BORING

WETLAND DELINEATION LINE

EROSION & SEDIMENT CONTROL LEGEND

GAS LINE GAS GAS

GRAVEL DRIVEWAY

CLAM SHELL DRIVEWAY

CONCRETE

HANDICAP PARKING SIGN

PAVERS

UNDERGROUND TELEPHONE


VINYL PRIVACY FENCE

X X XWOOD PRIVACY FENCE

TRANSFORMER

PARKING METER

WATER METER

A

BUILDING DESIGNATION

1. THE PERIMETER BOUNDARY FOR THIS PROJECT, PREPARED BY ATLANTIC GROUP & ASSOCIATES, INC., IS

SHOWN ON A BOUNDARY SURVEY PLAN, DATED 8/15/18. MERESTONE CONSULTANTS, INC. HAS PROVIDED

LOCATIONS OF PHYSICAL FEATURES, UTILITIES AND A TOPOGRAPHIC SURVEY.

2. BASIS OF BEARING: NAD 83(2011) Epoch 2010.00, DELAWARE STATE PLANE

3. THE SITE IS LOCATED WITHIN ZONE "X", AREA OF MINIMAL FLOOD HAZARD AS DESIGNATED ON THE FLOOD

INSURANCE RATE MAP NUMBER 1005C0354K LAST REVISED MARCH 16th, 2015.

4. COPYRIGHT © 2019. MERESTONE CONSULTANTS, INC. ALL RIGHTS RESERVED. NO PART OF THIS DRAWING

MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS, OR STORED,

PROCESSED, OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEMS WITHOUT THE PRIOR

WRITTEN PERMISSION OF MERESTONE CONSULTANTS, INC. COPIES OF THIS PLAN WITHOUT COLORED INK

SIGNATURE AND A RAISED IMPRESSION SEAL ARE NOT VALID.

5. THE LOCATIONS OF UNDERGROUND UTILITIES ARE PROVIDED USING THE BEST AVAILABLE INFORMATION

WHICH INCLUDES FIELD LOCATIONS OF VISIBLE FEATURES AND REVIEW OF REHOBOTH AVENUE

STREETSCAPE IMPROVEMENTS, PHASE 2 (CONTRACT NO. 2003-8).

PROFESSIONAL ENGINEER (DE #7842)

APPROVED: DATE:

N

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DRAWN BY: DATE: PROJECT:

5215 WEST WOODMILL DRIVE

WILMINGTON, DE 19808

PH: 302-992-7900

FAX: 302-992-7911

35516 CROSSING AVENUE, UNIT 1

FIVE POINTS SQUARE

LEWES, DE 19958

PH: 302-226-5880

7 JANUARY 2020

11720 B

eltsville D

rive

Suite 600

Calverton, M

D 20705

Tel: 301.595.1000

ww

w.grim

mandparker.com

DATE DESCRIPTION

24718LRAG

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PARCEL I.D. NO. * 334-13.20-166.00

DEED REFERENCE * DB 5181, PG 235

PLAT REFERENCE * PB 0, PG 0

EXISTING ZONING DISTRICT * C-1 (CENTRAL COMMERCIAL)

PROPOSED ZONING DISTRICT * C-1 (CENTRAL COMMERCIAL)

SEWAGE DISPOSAL * CITY OF REHOBOTH BEACH

SEWERAGE IS SUBJECT TO APPROVAL OF THE CITY OF REHOBOTH BEACH, THE

DELAWARE STATE DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENTAL

CONTROL.

WATER SUPPLY * CITY OF REHOBOTH BEACH

WATER IS SUBJECT TO THE APPROVAL OF THE CITY OF REHOBOTH BEACH, DELAWARE

STATE DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENTAL CONTROL AND THE

DELAWARE DIVISION OF PUBLIC HEALTH.

WATERSHED * LEWES & REHOBOTH CANAL

OWNER/DEVELOPER * REHOBOTH SPOTLIGHT, INC.

C/O WESLEY PAULSON

20 BALTIMORE AVENUE

REHOBOTH BEACH, DE 19971

PHONE: 240-593-4090

LOCAL LAND USE AGENCY * CITY OF REHOBOTH BEACH PLANNING COMMISSION

HORIZONTAL DATUM * NAD 83 (NA 2011, EPOCH 2010)

VERTICAL DATUM * NAVD '88

EXISTING USE * _

PROPOSED USE * THEATRE/ASSEMBLY

NO. OF LOTS * 1 EXISTING

LOT AREA RATIONALE * GROSS AREA (S.F.) 5,000

RIGHT-OF-WAY DEDICATION (S.F.) N/A

NET ARE (USED FOR CALCULATIONS) (S.F.) 5,000

AREA (S.F.)

BUILDING AREA 3,551 (71.0%)

IMPERVIOUS AREAS 840 (16.8%)

OPEN SPACE AREA 609 (12.2%)

HEIGHT, AREA & BULK TABLE * MAX. BUILDING HEIGHT (FT.)= 42 (3 STORIES)

(SCREENED HVAC PERMITTED ON ROOF)

MAX. (FLOOR AREA RATIO (FAR)= 2.0 x LOT AREA

MAX. LOT COVERAGE (%)= 100 (MINUS REQUIRED REAR YARD)

MINIMUM LOT SIZE (S.F.) = 5,000

MINIMUM LOT WIDTH (FT.) = 50

MINIMUM LOT DEPTH (FT.) = 100 (1)

MINIMUM FRONT YARD (FT.) = NONE

MINIMUM SIDE YARD (FT.) = NONE (2)

MINIMUM REAR YARD (FT.) = NONE (2)

1. In all commercial districts, for any building or structure not required to have a setback of at least

10 feet, all portions or floors thereof which face any street or the Boardwalk, except Rehoboth

Avenue, shall, beginning not higher than 14 feet vertically above the setback line or lines for the

lot or lots involved, be constructed or placed to the rear of an angled stepback line which slants

away from the street, streets or boardwalk at an angle of not less than 30° in magnitude from a

vertical line above the setback line or lines, with the vertex of such angle fixed at a point not

higher than 14 feet above the setback line or lines. The stepback line of buildings or structures

facing Rehoboth Avenue shall begin at 24 feet.

2. Where the boundary line dividing a commercial and residential district is a rear or side property

line, there shall be a rear or side yard on the lot in the commercial district of at least five feet.

The rear or side yard of the lot in the commercial district shall be bounded by a screen in order

to shield or obscure the lot from those in the abutting residential district.

PARKING RATIONALE * NONE REQUIRED (BUILDING GFA < 15,000 S.F.)

INVESTMENT LEVEL AREA * INVESTMENT LEVEL 1

HIGHWAY MAINTENANCE NO. * S 15

POSTED SPEED LIMIT * 35 MPH

FIRE MARSHALL NOTES * N.F.P.A BUILDING TYPE = TYPE:II-000 (NON-COMBUSTIBLE)

FIRE SUPPRESSION= AUTOMATIC SPRINKLERS ARE PROPOSED

MAX. BUILDING HEIGHT (H) < 42'

A. AN AUTOMATIC FIRE ALARM SYSTEM AND SIGNALING SYSTEM PLANS AND

SPECIFICATIONS SHALL BE SUBMITTED FOR REVIEW PER DSFPR FIRE REGULATION

702, CHAPTER 6, SECTION 3.

B. A LOCK BOX IS REQUIRED; CONTACT LOCAL FIRE CHIEF FOR ORDERING

INFORMATION AND LOCATION OF BOX ON THE BUILDING.

SITE ADDRESS * 417 REHOBOTH AVENUE

LOCATION MAP SCALE: 1"= 1,000'

SITE

I, ROGER A. GROSS, P.E. HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL

ENGINEER IN THE STATE OF DELAWARE, AND THAT THE INFORMATION SHOWN HEREON

HAS BEEN PREPARED UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE AND

BELIEF REPRESENTS GOOD ENGINEERING PRACTICES AS REQUIRED BY THE APPLICABLE

LAWS OF THE STATE OF DELAWARE.

ROGER A. GROSS, P.E. DATE:

MERESTONE CONSULTANTS, INC.


FIVE POINTS SQUARE

LEWES, DELAWARE 19958

(302) 226-5880

DEVELOPER'S CERTIFICATION

I, WESLEY PAULSON HEREBY CERTIFY THAT REHOBOTH SPOTLIGHT, INC. IS THE

LEGAL OWNER OF THE PROPERTY SHOWN ON THIS PLAN, THAT THE PLAN WAS

MADE AT ITS DIRECTION, THAT IT ACKNOWLEDGES THE SAME TO BE ITS ACT,

AND DESIRES THE PLAN TO BE RECORDED IN ACCORDANCE WITH ALL

APPLICABLE LAWS AND REGULATIONS.

________________________________________________________________________

WESLEY PAULSON, EXECUTIVE DIRECTOR DATE:

CLEAR SPACE THEATRE COMPANY

20 BALTIMORE AVENUE

REHOBOTH BEACH, DE 19971

PHONE: 240-593-4090

8NUMBER OF PARKING STALLS IN ROW

HANDICAP MARKER

SITE LIGHT

REBAR FOUND

RIGHT-OF-WAY LINE

PROPERTY LINE

BUILDING SETBACK LINE

TREELINE

FIRE DEPARTMENT CONNECTION

PROPOSEDEXISTING

UNDERGROUND ELECTRIC

SPOT ELEVATIONS

CONTOUR

STORM SEWER

WATER LINE

SANITARY SEWER

8

HYDRANT

SS

MH

W

S

C.B.

X (18.50)

15''RCP 15''RCP

IRON PIPE FOUND

SANITARY CLEANOUT

CO

SIGN

EASEMENT LINE

CENTERLINE

CONCRETE MONUMENT FOUND

SOIL BORING

WETLAND DELINEATION LINE

EROSION & SEDIMENT CONTROL LEGEND

GAS LINE GAS GAS

GRAVEL DRIVEWAY

CLAM SHELL DRIVEWAY

CONCRETE

HANDICAP PARKING SIGN

PAVERS



VINYL PRIVACY FENCE

X X XWOOD PRIVACY FENCE

TRANSFORMER

PARKING METER

WATER METER

A

BUILDING DESIGNATION

N

A

D

8

3

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2

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0

DRAWN BY: DATE: PROJECT:

5215 WEST WOODMILL DRIVE

WILMINGTON, DE 19808

PH: 302-992-7900

FAX: 302-992-7911


FIVE POINTS SQUARE

LEWES, DE 19958

PH: 302-226-5880

7 JANUARY 2020

11720 B

eltsville D

rive

Suite 600

Calverton, M

D 20705

Tel: 301.595.1000

ww

w.grim

mandparker.com

DATE DESCRIPTION

24718LRAG

1. ALL CONSTRUCTION AND MATERIALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF REHOBOTH BEACH STANDARD SPECIFICATIONS, THE

STATE OF DELAWARE STATE HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS, DATED AUGUST 2016 AND THE DELAWARE EROSION AND SEDIMENT

CONTROL HANDBOOK, DATED FEBRUARY 2019, AND ALL AMENDMENTS THERETO.

2. EXISTING UTILITIES, UNLESS OTHERWISE NOTED ON THE PLANS, ARE SHOWN IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION. IT SHALL BE THE

CONTRACTORS RESPONSIBILITY TO CONTACT "MISS UTILITY" 1-800-282-8555 (3) THREE DAYS PRIOR TO CONSTRUCTION IN ORDER TO VERIFY AND ALLOW FOR

THEIR LOCATION AND DEPTH IN THE FIELD.

3. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL EXISTING UTILITIES AND MAINTAIN UNINTERRUPTED SERVICE. ANY AND ALL

DAMAGES DONE TO EXISTING UTILITIES DUE TO HIS/HER NEGLIGENCE SHALL BE IMMEDIATELY AND COMPETENTLY REPAIRED AT HIS/HER EXPENSE.

4. THE CONTRACTOR SHALL PRESERVE ALL TREES ON THE SITE EXCEPT WHERE NECESSARY TO CONSTRUCT PROPOSED BUILDINGS, UTILITIES, DRIVEWAYS, OR

PARKING AREAS.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, LICENSING AND INSURANCE REQUIRED FOR CONSTRUCTION.

6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPLETELY AND ADEQUATELY CONTROL WATER PRESENT IN THE EXCAVATION. THE CONTRACTOR

SHALL PROVIDE FOR THE DISPOSAL OF WATER REMOVED FROM EXCAVATIONS, IN SUCH A MANNER AS SHALL NOT CAUSE DAMAGE TO PUBLIC OR PRIVATE

PROPERTY OR TO ANY PORTION OF THE WORK COMPLETED OR IN PROGRESS OR CAUSE ANY IMPEDIMENT TO THE USE OF ANY AREA BY THE PUBLIC, IF

APPLICABLE. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE NECESSARY DEWATERING WELL PERMITS FROM THE STATE OF DELAWARE, DNREC

PRIOR TO EXCAVATION.

7. NO DEBRIS WILL BE BURIED ON THIS SITE.

8. PLAN LOCATION AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

9. ALL FIRE LANES, FIRE HYDRANTS, AND FIRE DEPARTMENT CONNECTIONS SHALL BE MARKED IN ACCORDANCE WITH THE STATE FIRE PREVENTION

REGULATIONS.

10. THIS SITE IS LOCATED ENTIRELY IN ZONE "X", AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD (100-YEAR FLOOD) AS DESIGNATED ON

THE FLOOD INSURANCE RATE MAPS NUMBER 10005C0340K LAST REVISED 16th MARCH 2015.

11. NO SITE PREPARATION, SITE DISTURBANCE, EXCAVATION OR OTHER CONSTRUCTION ACTIVITY SHALL TAKE PLACE UNTIL ALL PERMITS HAVE BEEN ACQUIRED

BY THE DEVELOPER AND THE SITE PLAN HAS BEEN APPROVED AND RECORDED, IF APPLICABLE.

12. THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ALL CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE

OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 AND ALL RULES AND REGULATIONS THERETO APPURTENANT.

13. COPYRIGHT © 2019. MERESTONE CONSULTANTS, INC. ALL RIGHTS RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING,

RECORDING OR BY ANY OTHER MEANS, OR STORED, PROCESSED, OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEMS WITHOUT THE PRIOR

WRITTEN PERMISSION OF MERESTONE CONSULTANTS, INC. COPIES OF THIS PLAN WITHOUT COLORED INK SIGNATURE AND A RAISED IMPRESSION SEAL ARE

NOT VALID.

14. THE STATE OF DELAWARE CRITICAL AREA MAPS WERE REVIEWED FOR THIS SITE AND NO STATE OR FEDERALLY REGULATED WETLAND AREAS WERE FOUND

TO EXIST.

WATER DISTRIBUTION SYSTEM GENERAL NOTES :

1. ALL WATER UTILITY COMPONENTS MUST MEET THE REQUIREMENTS OF THE CITY OF REHOBOTH BEACH. PLEASE CONTACT THE PUBLIC WORKS OFFICE AT

302-227-6181 FOR MORE INFORMATION.

2. HYDRANT CONNECTIONS BY THE CONTRACTOR ARE PROHIBITED. THIS METHOD MAY NOT BE UTILIZED DURING ANY PHASE OF THE PROJECT.

3. ANY EXISTING WATER LINES NOT TO BE UTILIZED BY THE PROPOSED FACILITY MUST BE PROPERLY ABANDONED AT THE MAINS IN ACCORDANCE WITH THE CITY

OF REHOBOTH BEACH DEPARTMENT OF PUBLIC WORKS SPECIFICATIONS AND REQUIREMENTS.

4. THE SITE CONTRACTOR SHALL CONTACT THE CITY OF REHOBOTH BEACH PUBLIC WORKS CONSTRUCTION MANAGER AT (302) 227-6181 PRIOR TO THE START OF

CONSTRUCTION. A REPRESENTATIVE FROM THE CITY OF REHOBOTH BEACH DEPARTMENT OF PUBLIC WORKS MUST OBSERVE AND APPROVE ALL CITY OWNED

WATER AND SANITARY SEWER INTERCONNECTIONS AND TESTING. ALL WATER TAPS MUST BE PERFORMED BY A CITY OF REHOBOTH BEACH APPROVED

CONTRACTOR. THE PROPOSED LOCATION FOR THE WATER CONNECTION MAY NEED TO BE ADJUSTED IN THE FIELD DUE TO CONDITIONS OF THE EXISTING MAIN.

POSSIBLE CONDITIONS THAT WOULD REQUIRE TAPPING RELOCATION INCLUDE PROXIMITY TO PIPE JOINTS, OTHER TAPS, CONCRETE ENCASEMENTS, CONFLICT

WITH OTHER UTILITIES, AND THE LIKE. TEST HOLES MUST BE PERFORMED BY THE CONTRACTOR TO DETERMINE THE BEST TAPPING LOCATION. THE CITY OF

REHOBOTH BEACH WILL NOT BE HELD RESPONSIBLE FOR FIELD CONDITIONS REQUIRING ADJUSTMENT OF THE TAPPING LOCATION OR FOR ANY WORK

REQUIRED BY THE CONTRACTOR TO MAKE AN APPROPRIATE AND LAWFUL CONNECTION.

5. ALL WATER INFRASTRUCTURE THAT IS LOCATED ON THE PROPERTY WILL BE MAINTAINED BY THE DEVELOPER, NOT THE CITY OF REHOBOTH BEACH.

6. ALL EXISTING UTILITIES SHALL BE ADJUSTED TO FINAL GRADE IN ACCORDANCE WITH CURRENT CITY OF REHOBOTH BEACH REQUIREMENTS AND PRACTICES.

STATE FIRE MARSHAL NOTES:

1. MAX. BUILDING HEIGHT: THREE STORY (H < 42').

2. N.F.P.A. BUILDING TYPE: TYPE II-000 (NON-COMBUSTIBLE).

3. FIRE SUPPRESSION: AUTOMATIC SPRINKLERS ARE PROPOSED.

4. THE STATE FIRE MARSHAL MAY ACCEPT ALTERNATIVES TO SPECIFIC SYSTEMS, CONDITIONS, ARRANGEMENTS, MATERIALS, OR EQUIPMENT REQUIRED BY

THESE REGULATIONS. SUCH ALTERNATIVES SHALL AFFORD AN EQUIVALENT LEVEL OF FIRE SAFETY, IN THE OPINION OF THE STATE FIRE MARSHAL. AN

ALTERNATIVE PROVIDED FOR BY THIS SECTION DOES NOT CONSTITUTE A VARIANCE, WAIVER, OR SPECIAL EXCEPTION TO THESE REGULATIONS. THE STATE

FIRE MARSHAL HAS APPROVED AN "ALTERNATIVE" REQUEST TO PROVIDE ADDITIONAL FIRE PROTECTION WITHIN THE BUILDINGS TO PROVIDE AN EQUIVALENT

LEVEL OF FIRE SAFETY.

5. THE CLOSEST EDGE OF FIRE LANES SHALL NOT BE LOCATED FURTHER THAN 50FT FROM THE EXTERIOR WALL IF ONE OR TWO STORIES IN HEIGHT; 40FT IF

THREE OR FOUR STORIES IN HEIGHT.

6. BUILDING ACCESS SHALL BE NO FURTHER THAN 50 FEET FROM A PRIMARY ENTRANCE. WHERE BUILDINGS ARE PROVIDED WITH AN AUTOMATIC SPRINKLER

SYSTEM INSTALLED IN ACCORDANCE WITH NFPA 13, ACCESS SHALL BE NO FURTHER THAN 100 FEET FROM THE PRIMARY ENTRANCE.

7. FIRE LANES SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13FT 6IN.

8. ALL FIRE LANES SHALL BE MARKED IN ACCORDANCE WITH THE ADOPTED DELAWARE STATE FIRE PREVENTION REGULATIONS. ALL FIRE LANE MARKINGS SHALL

BE IN THE COLOR OF “YELLOW”.

9. PERIMETER ACCESS MINIMUM WIDTH SHALL BE 15FT MEASURED FROM THE FACE OF THE BUILDING AT GRADE WITH A MAXIMUM SLOPE OF 10%. PLANTINGS AND

UTILITY SERVICES SHALL BE PERMITTED WITHIN THE PERIMETER ACCESS AND SHALL NOT INTERFERE WITH EMERGENCY SERVICES FIRE GROUND

OPERATIONS.

10. ADDRESS NUMBERS OF AT LEAST 12 INCHES IN HEIGHT MUST BE PLACED ON THE STREET SIDE OF THE BUILDING VISIBLE FROM THE STREET. LABEL ALL SUITES

IF APPLICABLE.

11. ANY NATURAL OR LP GAS BOTTLES, METERS, VALUES, REGULATORS, ETC., MUST HAVE IMPACT PROTECTION PER CITY OF REHOBOTH BEACH CODE OF

ORDINANCES.

12. FULL BUILDING AND FIRE PLAN REVIEW IS REQUIRED.

13. BUILDING CANNOT BE OCCUPIED OR CONSTRUCTION OR RENOVATIONS STARTED UNTIL COMPLETION OF BUILDING AND FIRE PLAN REVIEW.

14. ALL REQUIRED MEANS OF EGRESS SHALL HAVE AN EXIT DISCHARGE CONSISTING OF A NON SLIP SURFACE, AND LEADING TO AND TERMINATING AT A PUBLIC

WAY.

15. FIRE ALARM SYSTEM MAY BE REQUIRED PER OCCUPANCY CODE REQUIREMENTS.

16. KNOX BOX REQUIRED AT ALL TENANT SPACES. A KNOX BOX CONTAINING KEYS FOR FIRE DEPARTMENT ACCESS SHALL BE PROVIDED IN THE BUILDING. THE

KNOX BOX SHALL BE LISTED OR APPROVED BY THE STATE FIRE MARSHAL FOR THE INTENDED USE AND INSTALLED IN SUCH A MANNER THAT THE FIRE

DEPARTMENT WILL HAVE ACCESS TO THE BOX. CONTACT THE LOCAL FIRE CHIEF FOR ORDERING INFORMATION AND LOCATION OF BOX ON BUILDING.

17. STANDPIPES MAY BE REQUIRED.

18. SMOKE CONTROL MAY BE REQUIRED.

19. ELEVATOR CARS TO MEET THE INTERIOR DIMENSIONS SET FORTH IN THE DELAWARE STATE FIRE PREVENTION CODE.

20. PROJECT TO BE COMPLETED PER APPROVED SITE PLAN.

21. MULTIPLE ACCESS ROADS SHALL BE PROVIDED WHEN A FIRE DEPARTMENT ACCESS ROAD (FIRE LANE) IS DETERMINED BY THE FIRE MARSHAL TO BE IMPAIRED

BY VEHICLE CONGESTION, CONDITION OF TERRAIN, CLIMATIC CONDITIONS, OR OTHER FACTORS THAT COULD LIMIT ACCESS SUCH AS PLACEMENT OF FIRE

HOSE FROM FIRE EQUIPMENT.

SANITARY SEWER GENERAL NOTES :

1. ALL WASTEWATER UTILITY COMPONENTS MUST MEET THE REQUIREMENTS OF THE CITY OF REHOBOTH BEACH, PLEASE CONTACT THE PUBLIC WORKS OFFICE

AT 302-227-6181 FOR MORE INFORMATION

2. ANY EXISTING SANITARY SEWER LINES NOT TO BE UTILIZED BY THE PROPOSED FACILITY MUST BE PROPERLY ABANDONED AT THE MAINS IN ACCORDANCE

WITH THE CITY OF REHOBOTH BEACH DEPARTMENT OF PUBLIC WORKS SPECIFICATIONS AND REQUIREMENTS.

3. CLEANOUTS MUST BE INSTALLED ON SANITARY SEWER LATERALS WITHIN FIVE FEET (5’) OF THE BUILDING, ONE FOOT (1’) OUTSIDE OF THE RIGHT-OF-WAY AND

AT ALL BENDS. ANY CLEANOUT LOCATED WITHIN A TRAFFIC BEARING LOCATION SHALL BE INSTALLED WITH A HEAVY DUTY CAST IRON FRAME AND COVER TO

PREVENT DAMAGE TO THE CLEANOUT AND LATERAL.

4. THE MINIMUM SIZE OF ALL SANITARY SEWER LATERALS SHALL BE FOUR-INCH (4”).

5. SANITARY SEWER LATERALS SHALL BE CONNECTED DIRECTLY TO THE MAIN, NOT MANHOLES, UNLESS IMPRACTICABLE, AS DETERMINED BY THE DEPARTMENT

OF PUBLIC WORKS.

SANITARY SEWER LOCATION WITH RELATION TO THE WATER MAINS

1. SANITARY SEWER SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAINS. THE DISTANCE SHALL BE MEASURED

OUTSIDE EDGE TO OUTSIDE EDGE.

2. SANITARY SEWER CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER

MAIN AND THE OUTSIDE OF THE SANITARY SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SANITARY SEWER.

THE CROSSING SHALL BE ARRANGED SO THAT THE SANITARY SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS.

IF SPACING IS LESS THAN 18" VERTICAL DISTANCE, THE TOWN OF MILLSBORO REQUIRES CASING AROUND THE SANITARY SEWER PIPE 10 FEET IN EITHER

DIRECTION FOR A TOTAL OF 20 FEET. THE END TREATMENTS FOR THE SLEEVE SHALL BE FERNCO COUPLERS/SEALS, MANUFACTURER PART NUMBER #1056-86

OR APPROVED EQUAL BY YHE TOWN OF MILLSBORO.

3. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED ABOVE, CONCRETE ENCASEMENT SHALL BE REQUIRED

TO BE INSTALLED A MINIMUM OF 5 FEET EACH SIDE OF THE CROSSING POINT ON THE LOWEST UTILITY. (SEE CONCRETE ENCASEMENT DETAIL.)

4. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SEWER MANHOLE.

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A16A201S

G11A201S

A14A202S

G9A202S

10' -

0"

85' -

0"

5' -

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50' - 0"

24' - 10 1/8"

46' -

1 7

/8"

100'

- 0"

46' - 0" 4' - 0"

14' -

3 1

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24' -

6 5

/8"

8' - 11 3/8" 18' - 5"

BLACK BOXTHEATRE

109

FIRE PUMP

110

TOILET

106

TOILET

107

ELEVATOR

ELEV 01

WATER RM

102

BOX OFFICE

103

44' -

9"

3' - 11"

5' -

0"15

' - 1

0 5/

8"44

' - 1

3/8

"20

' - 0

"

6' - 0 3/4" 9' - 3 1/8"

2" 23' - 10" 18' - 1"

STAIR 2

ST2

7' - 4 1/4"

8' -

8 1/

8"5'

- 6"

8' -

4"9'

- 0

3/8"

13' - 1"

1' -

9 7/

8"4'

- 4

3/8"

TOILET

111

LOBBY

105

CLST

104

A501S

A3

A501S

F7

A504S

A5

A505S

A5

A14

A401S

1

A402S

5' - 1"

K1

K1

K1

E4

K1

X1

K1

A3

A3

K1

X1

X1

J5

J5

X1

A3

E4

A3

A3

K1

SUMP PIT

UTILITY

108S102

108

107

106

103

X01

S101

X03

102

111

109

104

CLST

112112

3' -

4 1/

2"3'

- 0"

14' - 3 11/16"

KITCHEN EQUIPMENT, NOT IN CONTRACT

2

A402S

1S

1S

1S

1S

1S

1S

109B

SL2

2S

2S

3' - 0"

STAIR 1

ST1

SF16

SF19

SF13

X02

F7

A306S

15' -

10

5/8"

4' -

11 3

/8"

6' -

5"12

' - 9

5/8

"1'

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8' -

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9' -

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SF01

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1. REFER TO SHEET A-301 FOR WALL TYPES AS REFERENCED ON PLANS WITH THE DIAMOND SYMBOL. 2. TYPICAL GYPSUM BOARDS/STUD WALL PARTITION TO BE TYPE J2 UNLESS INDICATED OTHERWISE BY WALL TYPE

SYMBOLS, WALL SECTIONS OR OTHER DETAILS.3. TYPICAL GYPSUM BOARD CHASE WALLS TO BE TYPE X1 UNLESS INDICATED OTHERWISE BY WALL TYPE SYMBOLS,

WALL SECTIONS OR OTHER DETAILS.4. UNLESS NOTED OTHERWISE, WALLS MUST EXTEND TO THE ROOF OR FLOOR DECK ABOVE AND BE SEALED IN

ACCORDANCE WITH THE WALL TERMINATION DETAILS. REFER TO THE CODE STUDY PLAN FOR IDENTIFICATION OF ALL SMOKE AND FIRE WALL CONDITIONS. PERIMETER CORRIDOR AND LOBBY WALLS MUST BE BUILT TO RESIST THE PASSAGE OF SMOKE.

5. DIMENSIONS ON PLANS ARE FROM FACE OF MASONRY TO FACE OF MASONRY, FACE OF MASONRY TO FACE OF GYPSUM BOARD OR FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD.

6. COLUMN GRID LINES ARE FOR REFERENCE ONLY, REFER TO STRUCTURAL DRAWINGS FOR COLUMN LOCATIONS.7. FEC - INDICATES A FIRE EXTINGUISHER WITH A RECESSED CABINET. FE - INDICATES A FIRE EXTINGUISHER WITH A

WALL MOUNTING BRACKET.8. UNLESS SPECIFICALLY INDICATED OTHERWISE, THE SAME WALL TYPE NEXT TO A DOOR OR OPENING TO

CONTINUE OVER THE DOOR OR OPENING.9. PLAN LOCATION OF DOORS AND FRAMES RELATIVE TO THE PLANE OF THE WALL IS DIAGRAMMATIC ONLY. REFER

TO THE REFERENCED JAMB AND HEAD CONDITION DETAILS TO DETERMINE ACTUAL PLACEMENT OF DOOR AND FRAME.

GENERAL PLAN NOTES

GENERAL NOTE APPLICABLE TO ALL DRAWINGS - ITEMS AND CONDITIONS DETAILED, NOTED OR OTHERWISE IDENTIFIED ON ONE OF THE SECTIONS OR DETAILS ARE APPLICABLE AND BINDING TO ALL OTHER SECTIONS AND DETAILS FOR IDENTICAL OR SIMILAR CONDITIONS.

1. ALL CONSTRUCTION AND WORK REPRESENTED IN THE COMPLETE SET OF DOCUMENTS IS ASSUMED TO BE NEW AND FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED.

2. IF A CONFLICT EXISTS WITHIN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE MORE STRINGENT AND MORE COSTLY REQUIREMENT TO APPLY. ITEMS SHOWN ON THE DRAWINGS, BUT NOT SPECIFIED, TO APPLY AND BE PROVIDED BY THE CONTRACTOR. IF AN ITEM IS SHOWN ON THE DRAWINGS, BUT IS NOT INCLUDED IN THE SPECIFICATIONS, PROVIDE ITEM OF A QUALITY LEVEL CONSISTENT WITH THE GENERAL QUALITY LEVEL OF THE CONTRACT REQUIREMENTS. REPORT CONFLICTS BETWEEN THE DRAWINGS AND SPECIFICATIONS TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY.

3. IF A CONFLICT EXISTS BETWEEN DRAWINGS OF DIFFERENT SCALES, CONSULT THE ARCHITECT FOR CLARIFICATION. 4. IN THE ABSENCE OF A WRITTEN DIMENSION, OR IN CASE OF DOUBT AS TO THE PROPER MEASUREMENT, CONSULT THE

ARCHITECT FOR CLARIFICATION. 5. IF AN AREA OR SPACE IS SHOWN, BUT IS NOT CLEARLY DEFINED OR INDICATED BY NOTES, PROVIDE THE SAME

MATERIALS AND FINISHES AS SCHEDULED OR DETAILED FOR AREAS OF SIMILAR USE ELSEWHERE IN THE BUILDING, 6. SECTIONS INDICATED ARE INTENDED TO SHOW THE SPECIFIC CONSTRUCTION WHERE REFERENCED AS WELL AS

ESTABLISH THE GENERAL CONSTRUCTION DETAILS FOR SECTIONS THROUGHOUT THE PROJECT WHICH DO NOT HAVE SPECIFIC SECTIONS DRAWN. THE MOST SIMILAR SECTIONS TO BE ADAPTED TO ANY SECTIONS NOT DETAILED. ANY SPECIFIC QUESTIONS CONCERNING CONSTRUCTION NOT ADEQUATELY COVERED BY THE ABOVE SHOULD BE DIRECTED TO THE ARCHITECT DURING THE BIDDING.

7. TYPICAL DETAILS THROUGHOUT THE DRAWING SET TO APPLY FOR ALL APPLICABLE CONDITIONS EVEN IF NOT SPECIFICALLY SHOWN OR REFERENCED.

8. SEE STRUCTURAL DRAWINGS FOR ACTUAL STRUCTURAL STEEL AND BEARING ELEVATIONS. 9. REFER TO ARCHITECTURAL SITE PLAN FOR THE LAYOUT OF CONCRETE WALKS, MOW STRIPS, PAVING PATTERNS, ETC.

IN THE BUILDING VICINITY. REFER TO CIVIL DRAWINGS FOR THE CONTINUATION OF THIS WORK. 10. AT ALL OUTSIDE CORNERS OF INTERIOR CMU WALLS, COLUMN ENCLOSURES, PIPE CHASES OR OTHER WALL

PROJECTIONS, PROVIDE MASONRY UNITS WITH BULLNOSED (ROUNDED) EDGES WITH 1" RADIUS, UNLESS OTHERWISE NOTED OR WHERE SCHEDULED TO RECEIVE CERAMIC TILE. WHERE MASONRY CORNERS ALIGN WITH BULKHEADS, TRANSITION FROM BULLNOSE CORNER UNITS TO SQUARE CORNER UNITS.

11. UNLESS SPECIFICALLY NOTED OTHERWISE, ENCLOSE ALL VERTICAL MECHANICAL PIPES, RAIN LEADERS, ETC. WITH 4" CMU OR GYPSUM BOARD TO MATCH SURROUNDING FINISHES.

12. REFER TO PLANS AND ELEVATIONS FOR LOCATIONS OF CONTROL JOINTS (C.J.) AND EXPANSION JOINTS (E.J.) IN EXTERIOR MASONRY WALLS. IF A CONFLICT EXISTS BETWEEN JOINT LOCATIONS SHOWN ON THE ELEVATIONS AND PLANS, CONSULT THE ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION. REFER TO FLOOR PLANS FOR LOCATIONS OF CONTROL JOINTS (C.J.) IN INTERIOR MASONRY WALLS.

13. ALL EXTERIOR CAVITY WALLS TO HAVE CONTINUOUS FLEXIBLE FLASHING AT THE BOTTOM OF THE CAVITY WITH WEEP VENTS TO THE OUTSIDE. ALL FLASHING BUILT INTO WALLS TO BE LAPPED AND SEALED. REFER TO FLASHING DETAILS INDICATED.

14. REFER TO BUILDING ELEVATIONS AND ELEVATION DETAILS FOR MASONRY PATTERNS. 15. INCLUDE PROJECTIONS, BEAM ENCLOSURES, RECESSES, BULKHEADS, PILASTERS AND SIMILAR ENCLOSURES AS PART

OF WALL AND CEILING FINISHES AS SCHEDULED. 16. ALL APPURTENANCES BUILT INTO OR THROUGH WALLS, INCLUDING DOORS, DUCTS, WINDOWS, LOUVERS, GRILLES,

MECHANICAL WORK, ETC. TO FIT TIGHT AND BE THOROUGHLY SEALED AROUND PERIMETERS. WORK AT EXTERIOR WALLS TO BE FLASHED OR OTHERWISE WATERPROOF SEALED.

17. FIELD CHECK ROUGH AND/OR FINISHED DIMENSIONS FOR ACCURATE FITTING OF CABINETS, COUNTERS, LOCKERS, DOORS, WINDOWS, FIXTURES, SHELVING, GATES AND OTHER INSTALLATIONS PRIOR TO SHOP OR FACTORY FABRICATION. PROVIDE FILLER STRIPS, SCRIBE STRIPS, BASES, CLOSURE FINISHES AND TRIM FOR A COMPLETE INSTALLATION.

18. PROVIDE APPROPRIATE TRANSITION STRIPS AT CHANGES IN FLOOR ELEVATIONS. 19. EACH CONTRACTOR MUST REFER TO ALL DRAWINGS AND BE RESPONSIBLE FOR WORK PERTAINING TO THEIR

PARTICULAR TRADE. ALL CONTRACTORS MUST COORDINATE THE WORK OF ALL TRADES AND FIELD CHECK AGAINST ANY CONFLICTS BETWEEN DRAWINGS. REPORT CONFLICTS TO THE ARCHITECT FOR CLARIFICATION.

20. ACCESS PANELS, LOUVER OPENINGS, VENTILATORS, GRILLES, VALVE CABINETS, FIRE DAMPERS OR OTHER APPURTENANCES AFFECTING WALLS, CEILINGS OR FLOORS ARE SHOWN THROUGHOUT THE DRAWINGS. PROVIDE NECESSARY LINTELS, SUPPORT AND ANCHORAGE. SEE STRUCTURAL NOTES FOR LINTEL REQUIREMENTS.

21. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATIONS OF CONCRETE PADS TO BE PROVIDED BELOW OR AROUND EQUIPMENT.

22. INSTALL ELECTRIC SWITCHES, OUTLETS, THERMOSTATS, CONTROLS, CLOCKS, SPEAKERS, FLAGPOLE HOLDERS AND OTHER WALL-MOUNTED ACCESSORIES IN LOCATIONS WHICH ARE UNOBSTRUCTED BY CABINETS, COUNTERS, RACKS, DISPLAY BOARDS, FIXTURES, SHELVING OR OTHER FURNISHINGS OR EQUIPMENT DESIGNATED FOR SPACES SHOWN ON DRAWINGS. THESE DEVICES MAY BE SHOWN ON THE ARCHITECTURAL DRAWINGS TO ALERT OTHER SUB-CONTRACTORS OF THEIR PRESENCE. COORDINATE INSTALLATION WITH THE ELECTRICAL DRAWINGS. ADVISE THE ARCHITECT OF CONFLICTS IN LOCATION OR TYPES OF DEVICES SHOWN PRIOR TO INSTALLATION. DO NOT INSTALL WALL-MOUNTED ITEMS ON, THROUGH OR INTO ANY EQUIPMENT UNLESS INDICATED.

23. MOUNT ELECTRIC SWITCHES, THERMOSTATS AND OTHER ELECTRONIC CONTROLS LOCATED IN THE SAME VICINITY AT THE SAME HEIGHT ABOVE FINISHED FLOOR IN A UNIFORM, ORDERLY FASHION UNLESS NOTED OTHERWISE.

24. FOR THE PURPOSES OF BIDDING (UNLESS OTHERWISE NOTED), ALL SYMBOLS (LABELED / TAGGED OR UNLABELED/UNTAGGED) WHICH ARE LOCATED ON THE FURNISHING/EQUIPMENT PLANS TO BE CONSIDERED AS IN CONTRACT WORK TO BE PROVIDED BY THE CONTRACTOR. ALL SYMBOLS LOCATED ON THE PLANS DENOTE EITHER FURNITURE, EQUIPMENT, CASEWORK OR MILLWORK. WHERE A SYMBOL IS LOCATED ON THE PLANS BUT IS NOT LABELED OR TAGGED TO A SCHEDULE, THE CONTRACTOR MUST SEEK CLARIFICATION FROM THE OWNER OR ARCHITECT BEFORE PROCEEDING. FOR PURPOSES OF BIDDING ONLY, IF CLARIFICATION CANNOT BE OBTAINED FROM THE OWNER OR ARCHITECT THROUGH ADDENDUM PRIOR TO THE BID DATE, THE CONTRACTOR MUST NEVERTHELESS INCLUDE THE ITEM IN QUESTION IN THEIR BID, CONSIDERING IT THE SAME AS THE TAGGED SYMBOL MOST NEARLY RESEMBLING THE UNTAGGED SYMBOL BASED ON ITS SHAPE, SIZE, LINEWEIGHT(S), LOCATION, AND SCHEDULED USAGE IN SPACES OF SIMILAR FUNCTION. THE CONTRACTOR MUST OBTAIN CLARIFICATION FROM THE ARCHITECT PRIOR TO PROCEEDING WITH SHOP DRAWINGS.

GENERAL NOTES

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A14A202S

G9A202S

15' -

5 1

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5' -

5"2'

- 7

1/4"

15' -

4 3

/8"

PRACTICE 5

206

PRACTICE 3

203

PRACTICE 4

204

KITCHENETTE

209

ELEV. RM

207

TOILET

210

IT/DIMMING

211

UTILITY

212

28' -

5"

31' -

7"

20' -

0"

10' -

0"

80' -

0"

5' -

0"

23' - 10" 18' - 1"

41' - 11"

2"

24' - 8 1/4" 21' - 1 3/4"

85' -

0"

4' - 0"

10' - 8 3/4" 10' - 10 3/4" 10' - 1 1/8"

3' - 11"

ELEVATOR

ELEV 01

PRACTICE 2

202

JC

205

LOBBY

208

A501S

F11

A14

A401S

1

A402S

K1

E4

J5

K1

K1

K1

K1

K1

E4

E4

A3

K1

K1

K1

K1

A3

A3

X1

A3

OPEN TO BELOW

STAIR 2

ST2

A505S

E5

A504S

D5

201

202 203 204

207206

205

S201

209

210

211

212

S202

6' - 0 3/4" 7' - 10 1/4"

2

A402S

1S

1S

1S

1S

2S

2S1S

1S

1S

PRACTICE 1

201

STAIR 1

ST1

3"

4' - 10 3/4" 14' - 0 1/2" 4' - 10 3/4" 3' - 1 1/2" 14' - 8 1/2" 3"

SF17

ESF20

SF14A501S

D11

7' - 7 1/4" 7' - 3 1/8"

8' -

8 1/

2"7'

- 6"

1' -

7 3/

8"7'

- 11

1/8

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- 7

7/8"

8' -

8"

15' -

5 1

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5' -

5"2'

- 7

1/4"

13' -

11

1/2"

2' - 9 5/8"

5' -

5"

3' -

8 5/

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GENERAL NOTES










GENERAL PLAN NOTES

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1/4" = 1'-0"A10SECOND FLOOR PLAN

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0 4' 8'2'

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A16A201S

G11A201S

A14A202S

G9A202S

6' - 0 3/4"

19' -

1 1

/2"

19' -

1 1

/2"

5' -

5"17

' - 8

1/4

"

TOILET

304

TOILET

305

KITCHENETTE

303

PRACTICEROOM

301

THEATRESTUDIO B

308

THEATRESTUDIO A

307

3' -

11 3

/8"

23' - 5" 22' - 5"

2"45' - 10"

70' -

8"

41' - 11"

3' - 11"

5' -

9"5'

- 4"

2' -

8"5'

- 4"

31' -

7"

20' -

0"

70' -

8"

3 5/

16"

7 13

/16"

9' -

0"7'

- 0"

1' -

7 1/

4"7'

- 7

1/4"

8' -

11 3

/4"

9' -

11 1

/4"

BRANCH PANELIT/AV

306

ELEVATOR

ELEV 01

DN

CLOSET

309

LOBBY

302

A501S

A7

A14

A401S

1

A402S

A3

A3

E4

A3

E4

E4

A3

K1

K1

A3

A3

A3

A504S

G5

A505S

H5

STAIR 2

ST2

ROOF

301

309

308

307

S302

306

305

304

302

S301

X309

3' - 0"

2

A402S

X2

SOLID DOOR USED ONLY FOR MAINTENANCE ON THE ROOF

NOT A BALCONY. ACCESS ONLY FOR

MAINTENANCE AND FIRE FIGHTING

24' - 7"

4' -

8"

OPERABLE WALL POCKET FOR FOLDING PARTITION WITH CLOSURE DOOR

D15A501S

DN

8"

6' - 3 5/8" 14' - 0 1/2" 7' - 9 3/8" 5' - 9" 5' - 4 1/2" 2' - 8"

SF15

SF15

SF19SF18

6' -

6"


























GENERAL NOTES










GENERAL PLAN NOTES

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A103S

THIR

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1


GP #21828.00

1/4" = 1'-0"A10THIRD FLOOR - STAIR 1 FLOOR PLAN

N

0 4' 8'2'

DATE DESCRIPTION

CO

NS

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1/4" / 1'-0"

1/4

" / 1

'-0

"

1/4" / 1'-0"

1/4" / 1'-0"

ROOF TOP UNIT

VRV COMPRESSOR

ROOF HATCH

SCUPPER TO GUTTER

SCUPPER TO GUTTER

SCUPPER TO GUTTER

SCUPPER TO GUTTER

SCUPPER TO GUTTER

DOWNSPOUT

DOWNSPOUT

SUNSHADES BELOW

ROOF TYPE 1

10' - 1 1/8"

A15

A105S

ROOF D1SROOF D1S

VRV COMPRESSOR

VRV COMPRESSOR

ROOF D1SROOF D1S

ROOF D1SROOF D1S

5.1" ABOVE ROOF DECK

A9

A105S

TAPERED INSULATION, TYP.

CANOPY

41' - 8"

41' - 8"

43' - 8"

28' - 10"

28' - 10"

41' - 8"

30' - 4"

41' - 8"30' - 4"

EPDM MEMBRANE

1/2" COVERBOARD

4.6" RIGID INSULATION(2 LAYERS OF 2.3" STAGGERED JOINTS

ROOF D1S

ROOF TYPE SCHEDULE SHOWN WITH BASE LAYER OF INSULATION - ALL TAPERED INSULATION ABOVE BASE LAYER

1" METAL ROOF DECK

1/2"

4 5/

8"

1"

6 1/

4"

T.O.M. 48'-0"

BOD 48'-0"

48'-0" J.B.

1

A101

SIM

1

A101

SIM

D.S. 1

D.S. 2

O.S.

ROOF DRAIN WITH TAPERED INSUALTION - TYP. SUMP SHALL BE 4'-0" X 4'-0"

DIRECTION OF SLOPE FROM HIGH POINT - ROOF SLOPES @ 1/4" PER FOOT, MINIMUM, UNLESS OTHERWISE NOTED

TOP OF MASONRY PARAPET

BOTTOM OF DECK

JOIST BEARING

DETAIL @ TOP OF WALL

DETAIL @ LOW ROOF WALL - FLASHING CONDITION

INDICATES ROOFTOP MECHANICAL EQUIPMENT - COORDINATE WITH MECHANICAL DRAWINGS

DOWNSPOUT DOWN TO LOWER ROOF & SPLASH PAN

DOWNSPOUT DOWN TO CAST IRON DOWNSPOUT BOOT AT GRADE - SEE CIVIL DRAWINGS FOR CONNECTION

OVERFLOW SCUPPER

ROOF WALKWAY - 24"X24"X2" CONCRETE PAVERS ON 2" RIGID AT VEGETATIVE ROOF

ROOF WALKWAY - 36" WIDE CAPSHEET ADHERED TO ROOF PER MANUFACTURER'S RECOMMENDATIONS AT LOW SLOPE ROOF.

ROOF SYMBOL KEY

INDICATES SLOPES CREATED BY BUILT-UP CRICKETS OF TAPERED INSULATION


1. DETAILS INDICATED ARE TYPICAL FOR ALL SIMILAR ROOFING CONDITIONS UNLESS OTHERWISE INDICATED. 2. UNLESS OTHERWISE NOTED, MINIMUM ROOF SLOPE IS 1/4" PER FOOT. PROVIDE TAPERED INSULATION (EVEN IF NOT

SHOWN ON THIS PLAN) AS REQUIRED TO MAINTAIN MINIMUM REQUIRED SLOPE TO ROOF DRAINS AND ELIMINATE ANY AREAS OF POTENTIAL STANDING WATER. PROVIDE TAPERED INSULATION (MINIMUM 1/4" PER FOOT SLOPE) AT ALL CRICKETS INDICATED TO DRAINS. COORDINATE HEIGHTS OF ALL FLASHINGS AND EXPANSION JOINT CAPS WITH TAPERED INSULATION TO MAINTAIN MINIMUM DIMENSIONS DETAILED.

3. ALL ROOF PENETRATIONS AND ACCESSORIES (DRAINS, VENTS, ETC.) ARE TO BE INSTALLED AND FLASHED IN COMPLIANCE WITH THE CURRENT EDITIONS OF N.R.C.A. ROOFING AND WATERPROOFING MANUAL AND S.M.A.C.N.A. (ARCHITECTURAL SHEET METAL MANUAL)

4. COORDINATE WITH MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ITEMS (INCLUDING UNIT SIZES AND LOCATIONS) NOT SHOWN OR SCHEMATICALLY SHOWN ON ROOF PLANS.

5. CURBS FOR ROOF TOP MECHANICAL EQUIPMENT ARE PROVIDED BY THE MECHANICAL CONTRACTOR. REFER TO TYPICAL CURB FLASHING DETAIL FOR BLOCKING AND FLASHING REQUIREMENTS. PROVIDE ALL BLOCKING NECESSARY TO ACHIEVE LEVEL MECHANICAL CURBS AT ALL LOCATIONS. MAINTAIN MINIMUM 8" FROM TOP OF CURB TO ADJACENT ROOF. PROVIDE TAPERED CRICKETS (MINIMUM 1/2" PER FOOT SLOPE) AROUND ALL MECHANICAL EQUIPMENT CURBS.

6. THE ROOF DRAIN AND MECHANICAL UNIT LOCATIONS SHOWN ON THE ROOF PLAN ARE APPROXIMATE. COORDINATE WITH MECHANICAL AND PLUMBING DRAWINGS FOR EXACT LOCATIONS.

7. PRIOR TO FLASHING OVERFLOW ROOF SCUPPERS AND ROOF DRAIN, ROOFING CONTRACTOR SHALL BE REQUIRED TO CONFIRM MAXIMUM DRAIN PIPE HEIGHT OF 3" ABOVE ROOF IN ACCORDANCE WITH PLUMBING DRAWINGS.

8. START TAPERED INSULATION AT SUMP PLATES. INSULATION SHALL BE TAPERED DOWN FROM ALL (4) SIDES OF INDICATED SUMP. SEE TYPICAL ROOF DRAIN DETAIL.

9. IN ACCORDANCE WITH SPECIFICATION SECTION 07 62 00 SHEET METAL, FLASHING AND TRIM, ROOFING CONTRACTOR SHALL BE REQUIRED TO PROVIDE RECEIVER FLASHING TO MASONRY CONTRACTOR FOR INSTALLATION.

10. PROVIDE WALKWAY PROTECTION WHERE INDICATED AND AT ALL SIDES OF MECHANICAL ROOF TOP UNITS REQUIRING SERVICE AND AT TOP AND BOTTOM OF ALL ROOF STAIRS.

11. ALL ROOF TOP EQUIPMENT (EXCLUDING PREFINISHED ITEMS) SHALL BE FIELD PAINTED. 12. WHERE INDICATED, REFER TO PLUMBING DRAWINGS FOR RADON PIPE DETAIL. FLASHING SHALL BE IN ACCORDANCE WITH

TYPICAL DETAILS.13. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FRT WOOD BLOCKING AS REQUIRED TO ACCOMMODATE ALL PROFILES OF

FINISHED ROOFING INCLUDING AT CRICKETS AND TAPERED INSULATION AT WALLS, PARAPETS AND GRAVEL STOPS. GRAVEL STOPS AT GUTTERS TO BE STAINLESS STEEL WITH SOLDERED JOINTS.

14. COORDINATE HOSE BIB LOCATIONS ON ROOF WITH MEP PLANS. 15. PROVIDE INSULATION THICKNESS AS REQUIRED TO PROVIDE MIN. R-30 CONTINUOUS INSULATION ABOVE ROOF DECK TO

MEET IECC REQUIREMENTS. INSULATION THICKNESS MAY BE REDUCED 1" OR LESS PER IECC SECTION 402.2.2 EXCEPTION #1 PROVIDED THE AREA-WEIGHTED U-FACTOR IS EQUIVALENT TO THE SAME ASSEMBLY WITH THE MINIMUM REQUIRED R-VALUE OVER THE ENTIRETY OF THE ROOF. CONTRACTOR SHALL PROVIDE CALCULATIONS VERIFYING IECC COMPLIANCE.

TYPICAL ROOF NOTES

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GP #21828.00

1/4" = 1'-0"1ROOF PLAN

N

0 4' 8'2'

DATE DESCRIPTION

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1. REFER TO STRUCTURAL DRAWINGS FOR FOOTING ELEVATIONS. 2. MASONRY BOND PATTERN SHALL BE RUNNING BOND UNLESS OTHERWISE INDICATED. REFER TO LARGE SCALE

ELEVATION DETAILS FOR MASONRY PATTERNS, BONDING, SPECIAL SHAPES AND MORTAR COLOR PATTERNS. 3. PROVIDE SEALANT AT ALL INTERSECTIONS OF DISSIMILAR MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. ALL

EXTERIOR SEALANTS TO BE A CUSTOM COLOR SELECTED BY THE ARCHITECT. MORE THAN ONE SEALANT COLOR MAY BE SELECTED FOR USE ALONG THE HEIGHT OF THE SAME JOINT TO MATCH ADJOINING MASONRY OR MORTAR.

4. ALL EXTERIOR EXPOSED STEEL TO BE FIELD PAINTED UNLESS NOTED OTHERWISE. COLOR TO BE SELECTED BY THE ARCHITECT.

5. REFER TO SHEET A405S FOR TYPICAL EXTERIOR CONTROL JOINT DETAILS AND NOTES.

(NOTES APPLY TO ALL ELEVATION SHEETS)ELEVATION NOTES

FIRST FLOOR0' - 0"

SECOND FLOOR14' - 0"

PARAPET41' - 8"

THIRD FLOOR27' - 4"

A14

A401S

SUNSCREEN ATTACHED TO STOREFRONT

COVERED CANOPY ABOVE DOORS

SLIDING PANEL

SLIDING PANEL

1' -

8"

1' -

8"

3' - 4"17' - 2"3' - 4"

8' -

4"

1' - 4 1/2"4' - 0"1' - 4"

SF17

SF16SF19

SF18

X309

SF19

CMU3

CMU3

CMU3

CMU1

CMU3

HDMU1

HDMU1ESF20

6' - 3 5/8"

F7

A306S

CJ

X01

LED MONITOR _ SURFACE MOUNTED _ MASONRY TO CONTINUE BEHIND

CJ

ELEVATOR OVER RIDE

PRE-FABRICATED METAL COPING

CJ

LIGHT FIXTURE

FIRST FLOOR0' - 0"


PARAPET41' - 8"

THIRD FLOOR27' - 4"

1

A402S

FDC

2

A402S

SF14

SF15 SF15CMU3

CMU3

CMU3

CMU3

CMU3

CMU1

HDMU1

HDMU1

CMU1

CMU2CMU2CMU2CMU2

CMU2CMU2CMU2CMU2

X02

SF13

CJ CJCJ

DOWN SPOUT TO CONNECT TO UNDERGROUND STORMWATER

ADA PUSH BUTTON

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1


GP #21828.00

1/4" = 1'-0"G11SOUTH ELEVATION

1/4" = 1'-0"A16EAST ELEVATION

G18RENDERING OF SPOTLIGHT

DATE DESCRIPTION

CO

NS

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TE

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SE

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N, A

RC

HIT

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FIRST FLOOR0' - 0"


PARAPET41' - 8"

THIRD FLOOR27' - 4"

1

A402S2

A402S

CJCJCJCJ CMU3

CMU3

CMU3

CMU3

CMU3

CMU1

HDMU1

HDMU1

HDMU1

HDMU1

HDMU1

CMU1

CMU2CMU2CMU2CMU2CMU2CMU2

FIRST FLOOR0' - 0"


PARAPET41' - 8"

THIRD FLOOR27' - 4"

A14

A401S

X03

CJ

1' - 0 23/32"

7' -

0"

CMU3

CMU3

CMU2CMU2CMU2CMU2

CMU3

CMU3

CMU3

CMU1

CJ

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A202S

BU

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1


GP #21828.00

1/4" = 1'-0"A14WEST ELEVATION

1/4" = 1'-0"G9NORTH ELEVATION

DATE DESCRIPTION

CO

NS

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DA

TE

D P

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MIT

SE

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/12/

2020

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PLA

N, A

RC

HIT

EC

TU

RA

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LAN

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SE

CT

ION

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ON

ST

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CT

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*

FIRST FLOOR0' - 0"


PARAPET41' - 8"

THIRD FLOOR27' - 4"

DUCTWORK

1

A402S

A403S

A5

SUSPENDED LIGHT

BLACK BOXTHEATRE

109

FIRE PUMP

110

PRACTICE 5

206

THEATRESTUDIO B

308

THEATRESTUDIO A

307

PRACTICE 2

202

LOBBY

208

A404S

G10

A404S

A5

2

A402S

10' -

0"

109B

307 308 301S301

112

AP-4 PANELS, TYPICAL

4' -

0"

8' - 0"4' - 0"

14' -

0"

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GP #21828.00

1/4" = 1'-0"A14BUILDING SECTION1

DATE DESCRIPTION

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NS

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HIT

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FIRST FLOOR0' - 0"


PARAPET41' - 8"

THIRD FLOOR27' - 4"

A14

A401S

13' -

4"

14' -

0"

1 3/

4"4'

- 2

1/4"

9' -

0"1

3/4"

4' -

10 1

/4"

9' -

0"

A403S

A10

BLACK BOXTHEATRE

109

TOILET

107

IT/DIMMING

211

TOILET

305

THEATRESTUDIO A

307

LOBBY

105

LOBBY

208

LOBBY

302

A403S

A13

FIRST FLOOR0' - 0"


PARAPET41' - 8"

THIRD FLOOR27' - 4"

A14

A401S

ROOF38' - 8"

11 2

3/32

"

LOBBY

302

PRACTICE 5

206

ELEV. RM

207

LOBBY

208

FIRE PUMP

110

TOILET

111

LOBBY

105

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DELAWARE,



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BU

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GP #21828.00

1/4" = 1'-0"1TRANSVERSE SECTION

1/4" = 1'-0"2SECTION AT AT STOREFRONT

DATE DESCRIPTION

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Documents

REHOBOTH SPOTLIGHT INC. - Clear Space Theatre