SHEET No. SHEET TITLE DTCC HEALTHCARE CENTER OF...a101 1 sim sf-1 1i name 101 1 a101 sim 101 1 a101 sim 0 structural grid lines section elevation details in plan, section wall type,

A101

1SIM

SF-1

1i

Name

101

1

A101

SIM

101

1

A101

SIM

0STRUCTURAL GRID LINES

SECTION ELEVATION

DETAILS IN PLAN, SECTION

WALL TYPE, SEE A501

ROOM NAME AND NUMBER

WINDOW TAG

DOOR TAG

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

NEW WALL

BRICK

CAST STONE

CONCRETE

CONCRETE MASONRY UNITS

SHINGLES

EARTH

PARTICLE BOARD

RIGID INSULATION

STEEL-LARGE SCALE

GLASS-LARGE SCALE

BATT INSULATION

STUD PARTITION

WOOD-FINISH

ACOUSTIC C.M.U. SMALL SCALE

ACOUSTIC C.M.U. LARGE SCALE

GLAZED C.M.U.

WOOD BLOCKING

SOLID CONCRETE MASONRY UNITS

ALL METALS-SMALL SCALE

1. CODES: ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES, ORDINANCES, REGULATIONS, STANDARDS, AND ANY ADDITIONAL REQUIREMENT STATED IN ANY LAW, ORDINANCE, OR REGULATION PERTAINING TO CONSTRUCTION WITHIN THE LIMITS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROPOSED WORK (INCLUDING BUT NOT LIMITED TO: FIRE, ACCESSIBILITY, ZONING, WATER, WASTEWATER, ENVIRONMENTAL, STRUCTURAL, ARCHITECTURAL, HEALTH, FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, AND ENERGY CONSERVATION). CONFORMITY TO ALL CODES APPLICABLE TO THIS PROJECT SHALL BE THE CONTRACTORS RESPONSIBILITY.

2. EGRESS: ALL MEANS OF EGRESS SHALL BE CONTROLLED BY THE AUTHORITY HAVING JURISDICTION, INCLUDING EXITS, EXIT ACCESS, EXIT DISCHARGE, OTHER EGRESS PATHS, OCCUPANTS LOADS, SPRINKLER PROTECTION, ETC..

3. ACCESSIBILITY: ALL BUILDING COMPONENTS, FIXTURES, ACCESSORIES, ETC. SHALL BE INSTALLED WITH MANEUVERING AND OPERATING CLEARANCES, MOUNTING HEIGHTS, ETC. IN ACCORDANCE WITH AMERICANS WITH DISABILITIES ACT STANDARDS, ICC/ANSI A117.1, AND STATE ACCESSIBILITY CODE.

4. FIELD VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND PROPOSED BUILDING DIMENSIONS PRIOR TO CONSTRUCTION, ANY VARIATIONS, DISCREPANCIES, OR FIELD ALTERATIONS TO THESE DESIGN DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO CONSTRUCTION. IF CONTRACTOR COMMENCES CONSTRUCTION WITHOUT NOTIFYING ARCHITECT OF VARIATIONS, DISCREPENCIES, OR FIELD ALTERATIONS, THAT SHALL CONSTITUTE WAIVER TO ANY CLAIM BY CONTRACTOR FOR ADDITIONAL EXPENSES NECESSARY TO PERFORM WORK ASSOCIATED WITH THOSE CONDITIONS.

5. SUBMITTALS: CONTRACTOR SHALL SUBMIT ALL NECESSARY BUILDING COMPONENTS, SYSTEMS, EQUIPMENT, MATERIALS, FINISHES, ETC. FOR REVIEW BY ARCHITECT/OWNER PRIOR TO PROCUREMENT, FABRICATION, AND/OR INSTALLATION.

6. INSTALLATION: PROPER ASSEMBLY, INSTALLATION, AND OPERATION OF ALL MATERIALS, COMPONENTS, SYSTEMS, AND FINISHES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE IN ACCORDANCE WITH MANUFACTURES INSTRUCTIONS AND ALL APPLICABLE CODES.

7. INCIDENTAL WORK: ANY ITEMS NOT SPECIFICALLY SHOWN ON THE DRAWINGS, BUT WHICH ARE REASONABLY INCIDENTAL TO AND NECESSARY FOR THE SATISFACTORY COMPLETION OF THE PROJECT IN ACCORDANCE WITH APPLICABLE CODES, ORDINANCES, REGULATIONS, AND STANDARDS, ARE INCLUDED WITHIN THE INTENT OF THESE DESIGN DRAWINGS.

8. OWNER-PROVIDED WORK: LOCATION OF ALL OWNER-PROVIDED FIXTURES, EQUIPMENT, ETC. SHALL BE COORDINATED TO ENSURE PROPER ALIGNMENT FOR INSTALLATION AND OPERATION, BLOCKING, ETC.

9. SAFETY: COMPONENTS FOR CONSTRUCTION SAFETY ARE NOT INDICATED IN THESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL RULES AND OTHER REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), AND APPLICABLE STATE AND LOCAL SAFETY REQUIREMENTS DURING ALL CONSTRUCTION ACTIVITIES.

10. INSPECTIONS: CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL ON-SITE INSPECTIONS REQUIRED PRIOR TO OCCUPANCY APPROVAL.

11. DIMENSIONS: UNLESS OTHERWISE INDICATED: WALLS ARE TO FACE OF STUD FRAMING AND TO FACE OF MASONRY; WINDOWS AND DOORS ARE TO CENTERLINE OF OPENING IN STUD FRAMING AND TO FACE OF MASONRY OPENING IN MASONRY; PLUMBING FIXTURES ARE TO CENTERLINE OF FIXTURE.

12. BLOCKING: PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION OF ALL PORTIONS OF THE WORK AND PER MANUFACTURER'S WRITTEN RECOMMENDATIONS, WHETHER OR NOT SPECIFICALLY INDICATED IN THESE DRAWINGS.

13. METAL PROTECTION AT TREATED WOOD: METAL CONNECTORS THAT COME IN CONTACT WITH TREATED LUMBER SHALL BE STAINLESS STEEL OR "ZMAX" CORROSION RESISTANT MATERIALS TO HELP PROTECT AGAINST ACCELERATED CORROSION. CONTRACTOR SHALL COORDINATE COMPATIBILITY OF ALL METALS USED WITH TREATMENT PRODUCT(S) MANUFACTURER(S)'S WRITTEN RECOMMENDATIONS.

14. HURRICANE TIES: CONTRCATOR SHALL PROVIDE HURRICANE TIES AND CONSTRUCTION CONNECTORS PER CODE AND AS REQUIRED BY AUTHORITY HAVING JURISDICTION.

15. WINDOWS AND DOORS: WINDOWS AND DOORS ARE INDICATED USING NOMINAL DIMENSIONS. MATERIALS AND INSTALLATION SHALL COMPLY WITH DESIGN PRESSURE (DP) RATINGS, WATER INFILTRATION RATING, IMPACT/SAFETY GLAZING, WIND REQUIREMENTS, EGRESS HARDWARE, U-FACTOR / R-VALUE, ETC.. ALL EXTERIOR UNITS SHALL HAVE CORROSION-RESISTANT HARDWARE.

16. LIFE SAFETY COMPONENTS: FINAL LOCATION OF FIRE EXTINGUISHERS, EMERGENCY LIGHTING, AND EXIT SIGNS TO BE AS DIRECTED BY LOCAL FIRE MARSHAL, AND ARE SUBJECT TO FINAL ON-SITE INSPECTION AND EVALUATION. CONTRACTOR SHALL MAKE REVISIONS AND/OR ADDITIONS IN ACCORDANCE WITH FIRE MARSHAL'S INSPECTION..

17. FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL WORK: ALL FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL WORK SHALL BE PERFROMED BY QUALIFIED, LICENSED (SUB)CONTRACTORS, AND BE IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, STANDARDS, ETC.. ALL COMPONENTS SHALL BE INSTALLED ABOVE THE FLOOD ELEVATION AS REQUIRED BY FEMA, LOCAL A.H.J., AND ALL APPLICABLE CODES

18. PIPE INSULATION: CONTRACTOR SHALL INSULATE AND PROTECT PIPES AS REQUIRED BY CODE, AND AS REQURIED TO PROTECT PIPING EXPOSED TO EXTERIOR CONDITIONS.

19. GRADING: CONTRACTOR SHALL COORDINATE SITE GRADING TO COMPLY WITH CODES AND ORDINANCES, AND TO MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING.

DEDC, LLC

FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL ENGINEER

315 SOUTH CHAPEL STREETNEWARK, DELAWARE 19711302-738-7172 fax: 302-738-7175

PT., PTD. PAINTEDP.R.V. POWER ROOF VENTILATORR.D. ROOF DRAINREC. RECESSEDRECPT. RECEPTIONISTREF. REFRIGERATORREQD. REQUIREDR.L. RAIN LEADERRM. ROOMR.O. ROUGH OPENINGRUB. RUBBER (WALL BASE)S.D. SOAP DISPENSERSECT. SECTIONS.G.F.T. STRUCT. GLAZED

FACING TILES.H. SHOWER HEADSHT. SHEETSIM. SIMILARS.M. SURFACE MOUNTEDS.P. STAND PIPES.S. SERVICE SINKSS STAINLESS STEELSTL. STEELSTOR. STORAGESTRUCT. STRUCTURALSUSP. SUSPENDEDSYN.FL. SYNTHETIC FLOORTB, T.B. TACKBOARDTEL. TELEPHONET.& G. TONGUE AND GROOVETHRESH. THRESHOLDT.O.B. TOP OF BEARINGT.O.M. TOP OF MASONRY PARAPETT.P. TOILET PAPER HOLDERT.S. TACK STRIP,

TEACHING STATIONT.W. TEACHING WALLTYP. TYPICALU.L. UNDERWRITERS

LABORATORIESU.O.N. UNLESS OTHERWISE NOTEDU.S.G. U.S. GYPSUM COMPANYV.A.T. VINYL ASBESTOS TILEV.C.T. VINYL COMPOSITION TILEVERT. VERTICALVEST., V. VESTIBULEV.R.G. VINYL REDUCER STRIPV.T.R. VENT THROUGH ROOFW. WOMENW/ WITHWAIN. WAINSCOTWARD. WARDROBEW.C. WATER CLOSETWD. WOODWDR. WARDROBEWL. WALLW.M. WALL-MOUNTEDW.W.W. WELDED WIRE MESH

ACT ACOUSTIC CEILINGTILE

AC. ACOUSTICAL., ALUM. ALUMINUMA.P. ACCESS PANELA.R.GWB ABUSE RESISSTANT

GWBA.F.F. ABOVE FINISHED

FLOORBD. BOARDBLDG. BUILDINGB.M. BENCH MARKBRG. BEARINGCAB. CABINETCB, C.B. CHALKBOARDC.T. CERAMIC TILEC.H. CEILING HEIGHTCJ, C.J. CONTROL JOINTC.L. CENTER LINECLG. CEILINGCLO., C. CLOSETCLR. CLEARC.M.U., CMU CONCRETE

MASONRY UNITCOL. COLUMNCONC. CONCRETECONST. CONSTRUCTIONCONT. CONTINUOUSCORR. CORRIDORCPT. CARPETC.R. COLD ROLLEDD.A. DISTURBED AREADET. DETAILD.F. DRINKING FOUNTAINDBL DOUBLEDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERDR. DOORDW DRYWALLDS DOWNSPOUTDWG. DRAWINGEA. EACHE.J., EJ EXPANSION JOINTELEC. ELECTRIC(-AL)EP EPOXY PAINTEQ. EQUALEQUIP, EQPT EQUIPMENTE.W.C. ELECTRIC WATER

COOLEREXG. EXISTINGEXP. EXPANSIONEXT. EXTERIORF.C. FIRE CODEF.C.U. FAN COIL UNITF.D. FLOOR DRAINFON. FOUNDATIONF.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHERCABINET

FIN.F.,F.F. FINISHED FLOORF.OF S. FACE OF STUDFRP FIREGLASS

REINFORCED PLASTICF.R.T. FIRE RETARDANT

TREATEDFTG. FOOTINGFURR. FURRINGF.V. FIELD VERIFYFVC FIRE VALVE CABINETGA. GAUGEG.B. GRAB BARG.W.B, GWB GYPSUM WALL BOARDGYP.BD. GYPSUM BOARDH., HT. HEIGHTH.C. HANDICAPPEDHDW. HARDWAREH.M. HOLLOW METALHR. HOURH.P. HIGH POINTI.D. INSIDE DIAMETERINSUL. INSULATIONJ., JAN. JANITORJST. JOISTJT. JOINTLAM. LAMINATELAV. LOW POINTL.P. LAVATORY SINKM. MENMACH. MACHINEMAINT. MAINTENANCEMAS. MASONRYMAT. MATERIALSMAX. MAXIMUMMB, M.B. MARKER BOARDM.C. MEDICINE CABINETMECH. MECHANICALMET., MTL. METALMFR. MANUFACTURERMIN. MINMUMM.O. MASONRY OPENINGM.S., METAL SHELVINGMTD MOUNTEDN.C., NONCOM.NON COMBUSTIBLEN.I.C. NOT IN CONTRACTNO., # NUMBERN.T.S. NOT TO SCALEO.C. ON CENTERO.D. OUTSIDE DIAMETEROFF. OFFICEO.H. OPPOSITE HANDOPNG. OPENINGPART. PARTITIONPL. PLATEPLAM,, P-LAM PLASTIC LAMINATEPLY., PWD PLYWOODPNL. PANELPS., P.S. PROJECTOR SCREEN

SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2021

VICINITY MAP DRAWING LIST

ABBREVIATIONS

SYMBOLS OF MATERIALS

DRAWING KEYS

RENOVATIONS TO

DESIGN TEAM

BECKER MORGAN GROUP INC.DEDC, LLC

ARCHITECTS & STRUCTURAL ENGINEERS

MECHANICAL, PLUMBING AND ELECTRICAL ENGINEERS

Delaware309 S Governors Ave

Dover, DE 19904

302.734.7950

Maryland312 West Main St, Suite 300

Salisbury, MD 21801

410.546.9100

North Carolina3333 Jaeckle Drive, Suite 120

Wilmington, NC 28403

910.341.7600

www.beckermorgan.com

Rittenhouse Station

250 South Main Street, Suite 109

Newark, DE 19711

302.369.3700

THE PROFESSIONAL SERVICES OF THE ARCHITECT ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF:1)

NO CONTRACTURAL OBLIGATION IS ASSUMED BY THE ARCHITECT FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.

DATE OF SIGNATURE: X.X.2021DATE OF REGISTRATION EXPIRATION:01/31/2022

GENERAL NOTES

1" = 1'-0"

3/3

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COVER SHEET

AMCJAD

04/01/2021

2020179.00

TERRY CAMPUS100 CAMPUS DRIVE, DOVER, DE

DTCCHEALTHCARECENTER OFEXCELLENCE

DTCC HEALTHCARE CENTER OFEXCELLENCE


ISSUED FOR BIDDING

04/01/2021

DELAWARE TECHNICAL COMMUNITYCOLLEGE

SHEET No. SHEET TITLE

GENERAL

G001 COVER SHEET

G101 LIFE SAFETY PLAN AND CODE STUDY

STRUCTURAL

S100 FOUNDATION PLAN

ARCHITECTURAL

AD101 FIRST FLOOR DEMOLITION PLAN

A001 CONSTRUCTION TYPES - WALL TYPES AND DETAILS

A101 FIRST FLOOR NEW WORK PLAN

A102 FIRST FLOOR REFLECTED CEILING PLAN

A103 FIRST FLOOR FINISH PLAN

A104 EQUIPMENT AND FURNITURE PLAN - FOR REFERENCE ONLY

A401 ENLARGED PLANS AND SECTIONS

A601 DETAILS, DOOR AND WINDOW TYPES AND SCHEDULE

A701 INTERIOR ELEVATIONS

MECHANICAL

M000 MECHANICAL LEAD SHEET

MD101 FIRST FLOOR DUCTWORK DEMO PLAN

M101 FIRST FLOOR NEW DUCTWORK PLAN

M401 MECHANICAL CONTROL DIAGRAMS

M501 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

M901 MECHANICAL FIRST FLOOR ZONING PLAN

PLUMBING

P000 PLUMBING LEAD SHEET

PD101 FIRST FLOOR SANITARY PIPING DEMO PLAN

PD110 FIRST FLOOR SERVICE PIPING DEMO PLAN

P101 FIRST FLOOR SANITARY PIPING NEW WORK

P110 FIRST FLOOR SERVICE PIPING NEW WORK

P500 PLUMBING DETAILS

ELECTRICAL

E000 ELECTRICAL NOTES LEGENDS & ABBREVIATIONS

E001 ELECTRICAL SPECIFICATIONS

ED101 ELECTRICAL FIRST FLOOR LIGHTING & POWER DEMOLITION PLAN

E101 ELECTRICAL FIRST FLOOR POWER NEW WORK PLAN

E201 ELECTRICAL FIRST FLOOR LIGHTING NEW WORK PLAN

E300 ELECTRICAL PANELBOARD SCHEDULES

ISSUED:

ISSUED

FOR BIDDING

04/01/21

SITE

Mark Date Description

1 12/16/2020 ISSUED FOR AABREVIEW

2 12/18/2020 ISSUED FOR FINALOWNER REVIEW

3 04/01/21 ISSUED FOR BIDDING

DN

PATH OF EXIT ACCESS TRAVEL

LIFE SAFETY PLAN LEGEND

LIFE SAFETY PLAN NOTES1. PROVIDE NEW FIRE EXTINGUISHERS IN CABINETS (FEC)

AND FIRE EXTINGUISHERS ON BRACKETS (FE) AS SHOWN ON FLOOR PLANS. PROVIDE NEW FIRE EXTINGUISHERS IN MECHANICAL, ELECTRICAL (TYPE B-C).

2. FIRE EXTINGUISHER SHALL BE MINIMUM 3A-40BC RATING.

MIN. EGRESS WIDTHREQ'D (INCHES)

MAX. OCC. ALLOWED

ACTUAL EGRESS WIDTHPROVIDED (INCHES)

ACTUALOCCUPANTS

EXIT CAPACITY

CLASSROOM

119ROOM NAME & NUMBER

786 SF39 OCC.

ROOM AREA

TRAVEL PATH #50' - 0"

EXIT ACCESS TRAVEL DISTANCE

OCCUPANCY LOAD(*AC* = ACCESSORY SPACE)

EXTERIOR WALL

FIRE WALL/PARTY WALL

FIRE BARRIER

FIRE PARTITION

SMOKE BARRIER

SMOKE PARTITION

NON-RATED PARTITION

TYPE OF WALL/PARTITION 1/2

ASSEMBLY RATING, IN HOURS)

0 1 2 3 4

RATED WALL/PARTITION LEGEND

PROPERTY LINE / IMAGINARY LOT LINE

FEC (E) - EXISTING FIRE EXTINGUISHER CABINET, TO REMAINFE (E- EXISTING FIRE EXTINGUISHER, TO REMAINFEC (R) - EXISTING FIRE EXTINGUISHER, RELOCATED

CLASSROOM

217

WOMEN

215

CNA LAB

208

VESTIBULE

200

PROMETRIC

202OFFICE

229

OFFICE

228

OFFICE

226

CLOSET

227

OFFICE

225

CO

RR

IDO

R

224

COPY/ WORKROOM

223

MEN

222

STORAGE

221

CNA LAB

218CCMAA LAB

219

ELEC.

207A

CO

M.

RO

OM

206A

PH

LE

B.

LA

B

214

CLEANSTERILE LAB

211A

DIALYSIS LAB

213 DENTAL LAB

212

CORRIDOR

203

CORRIDOR

210

CO

RR

IDO

R

220

CO

RR

IDO

R

206

STORAGE

231

BREAKROOM

207

COMPUTERLAB

205

CLASSROOM

204

CLASSROOM

216CLASSROOM

209

CORRIDOR

201

330 O

CC

ALLO

W 8 7

7/1

28"

RE

Q

5' -

6"

PR

V43 O

CC

AC

TU

AL

330 O

CC

ALLO

W

8 7

7/1

28"

RE

Q

5' -

6"

PR

V

43 O

CC

AC

TU

AL

LAUNDRY

230

FE(E)

OPERABLE PARTITION

FEC(R)

R 75' - 0"

R 75' - 0"

SOLIEDSTERILE LAB

211B

R 75' - 0"

BUILDING TOTAL GROSS = 8481 SF

OCCUPANCY TYPE = BUSINESS

TOTAL OCCUPANTS= 85 OCC.

TRAVEL PATH B-1

TRAVEL PATH B-2

TRAVEL PATH B-2

TRAVEL PATH B-1

FEC(E)

1. FIRE RESISTIVE MATERIALS AND JOINT TREATMENTS, SUBMITTED DETAILS AND PRODUCTS SHALL BE U.L.-LISTED ASSEMBLIES OR U.L.-LISTED ASSEMBLIES WITH MANUFACTURER'S ENGINEERING JUDGMENT FOR SPECIFIC PENETRATION CONDITION.

2. TEST BUILDING FOR EMERGENCY RESPONDER RADIO COVERAGE PER IBC 915, IFC 510, AND NFPA 72. PROVIDE EMERGENCY RESPONDER RADIO COVERAGE SYSTEM IF MINIMUM SIGNAL STRENGTH IS NOT MET. SUBMIT TEST RESULTS, AND SYSTEM DESIGN (IF REQUIRED), TO A.H.J.

CODE STUDY NOTES

DEDC, LLC



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2021


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


Rittenhouse Station


Newark, DE 19711

302.369.3700




As indicated

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G101

LIFE SAFETY PLANAND CODE STUDY

AMCJAD

04/01/2021

2020179.00




APPLICABLE CODES

2009 INTERNATIONAL BUILDING CODE (IBC)

2009 IINTERNATIONAL EXISTING BUILDING CODE (IEBC) - LEVEL 2 ALTERATIONS

2015 NFPA 101 LIFE SAFETY CODE (NFPA)

2017 ICC/ANSI A117.1 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES

2010 ADA STANDARD FOR ACCESSIBLE DESIGN

2012 INTERNATIONAL ENERGY CONSERVATION CODE / ASHRAE 90.1-2016 ENERGY STANDARD FOR BUILDINGS EXCEPTLOW-RISE RESIDENTIAL BUILDINGS

BUILDING COMPONENT FIRE RATING

TABULAR FIRE RATING REQUIREMENTS OF STRUCTURALELEMENTS AND EGRESS COMPONENTS

NFPA LIFE SAFETY CODE / TYPE V-000 CONSTRUCTION IBC / TYPE V-B CONSTRUCTION

REQUIRED RATING

REFERENCE

REQUIRED RATING

REFERENCEWALL (HRS)OPNG (HRS) - D

(door) / W (window)WALL(HRS) OPNG (HRS)

PRIMARY STRUCTURAL FRAME

PRIMARY STRUCTURAL FRAME - Supporting Roof 20' A.F.F. 0 0 NFPA 5000 - 7.2.3.2.8 0 N/A TABLE 601

. - supporting a roof only 0 0 TABLE A. 8.2.1.2 0 N/A TABLE 601

BEAMS, GIRDERS, TRUSSED, ARCHES - supporting Roof 20'A.F.F.

0 0 NFPA 5000 - 7.2.3.2.8 0 N/A TABLE 601

. - supporting a roof only 0 0 TABLE A. 8.2.1.2 0 N/A TABLE 601

BEARING WALLS

EXTERIOR BEARING WALLS - supporting Roof 20' A.F.F. 0 0 NFPA 5000 - 7.2.3.2.8 0 0 TABLE 601

. - supporting a roof only 0 0 TABLE A.8.2.1.2 & TABLE 8.3.4.2 & TABLE7.3.2.1

0 0 TABLES 601 & 602 & 705.8

INTERIOR BEARING WALLS - supporting Roof 20' A.F.F. 0 0 NFPA 5000 - 7.2.3.2.8 0 0 TABLE 601

. - supporting a roof only 0 0 TABLE A.8.2.1.2 & TABLE 8.3.4.2 0 0 TABLE 601

NONBEARING WALLS AND PARTITIONS

EXTERIOR NON-BEARING WALLS 0 0 TABLE A.8.2.1.2 & TABLE 7.3.2.1 0 0 TABLES 601 & 602 & 705.8

INTERIOR NON-BEARING PARTITIONS 0 0 TABLE A. 8.2.1.2 0 0 TABLE 601

FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS

FLOOR-CEILING ASSEMBLIES 0 0 TABLE A. 8.2.1.2 0 0 TABLE 601

ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS

ROOF-CEILING ASSEMBLIES 0 0 TABLE A. 8.2.1.2 0 0 TABLE 601

ROOF-CEILING ASSEMBLIES - 20' A.F.F. N/A N/A NFPA 5000 - 7.2.3.2.8 N/A N/A TABLE 601

RATED EGRESS ASSEMBLIES

CORRIDORS N/A N/A 7.1.3.1(1) N/A N/A TABLE 1020.1 & T716.5

RATED ASSEMBLIES

SMOKE BARRIERS N/A N/A 8.5.1, & TABLE 8.3.4.2 N/A N/A SECTION 709, TABLE 716.15

SMOKE PARTITION N/A N/A N/A N/A

INCIDENTAL USES & PROTECTION FROM HAZARDS

JANITOR / SERVICE CLOSETS N/A 39.3.2 NA NA

LAUNDRY ROOMS >100SF N/A TABLE 509

BUILDING USE AND CONSTRUCTION CLASSIFICATION

BUILDING USE AND CONSTRUCTION CLASSIFICATION LIFE SAFETY CODE REFERENCE IBC REFERENCE

USE GROUPS (MIXED - SEPARATED) BUSINESS (B) - (38.1.1.1) BUSINESS (B) (304.1 AND 303.1)

CONSTRUCTION TYPE V-000 (TABLE A-8.2.1.2) V-B (TABLE 504.3, 504.4, 506.2, AND 601)

NON-SPRINKLERED NON-SPRINKLERED

ALLOWABLE BUILDING HEIGHT AND # STORIES ABOVE GRADEPLAN

40 FEET, 2 STORIES (TABLE 503)

ACTUAL BUILDING HEIGHT AND # STORIES ABOVE GRADEPLAN

APPROX. 14', ONE STORY

ALLOWABLE BUILDING AREA 9,000 SF (TABLE 503)

ACTUAL BUILDING AREA (PER IBC 202) 8,481 SF

CODE STUDY DATA

(WHEN ONLY ONE SOURCE IS NOTED, THE DATA LISTED REPRESENTS THE MOST STRINGENTREQUIREMENTS WHEN COMPARING THE TWO CODES)

PROJECT INFORMATION

PROJECT NAME RENOVATIONS TO DTCC HEALTHCARE CENTER OF EXCELLENCE

PROJECT LOCATION DOVER, KENT COUNTY, DELAWARE

PROJECT DESCRIPTION INTERIOR RENOVATION

PROPERTY OWNER DELAWARE TECHNICAL AND COMMUINITY COLLEGE

MINIMUM INTERIOR FINISH REQUIREMENTS

MINIMUM INTERIOR FINISH REQUIREMENTS LIFE SAFETY IBC

EXIT ENCLOSURES & EXIT PASSAGEWAYS - WALLS CLASS A OR B (B) (38.3.3.2 TABLE A.10.2.2 WITH NOTE 6) CLASS A (B) (TABLE 803.9 NOTE a -b)

EXIT ENCLOSURES & EXIT PASSAGEWAYS - FLOORS NA (B) (TABLE A.10.2.2 WITH NOTE 6) CLASS II (804.4.1)

CORRIDORS & LOBBIES - WALLS CLASS A OR B (B) (38.3.3.2 TABLE A.10.2.2 WITH NOTE 6) CLASS B (B) (TABLE 803.9 NOTE d)

CORRIDORS & LOBBIES - FLOORS NA (B) (TABLE A.10.2.2 WITH NOTE 6) CLASS II/ DOC FF-1 (804.4.1)

ROOMS & ENCLOSED SPACES - WALLS CLASS A, B, OR C (B) (12.3.3.2(C) TABLE A.10.2.2) CLASS C (B) (TABLE 803.9 NOTE d)

ROOMS & ENCLOSED SPACES - FLOORS NA (TABLE A.10.2.2) CLASS II(804.4.1)

TRIM NOT IN EXCESS OF 10% OF AGGREGATE WALL & CEILING AREA OF ANYROOM/SPACE SHALL BE PERMITTED TO BE CLASS C MATERIAL.

MINIMUM NUMBER OF EXIT REQUIRED

LIFE SAFETY IBC

FLOOR AREA OCCUPANCY LOAD BETWEEN 1 AND 500 - 2 EXIT (TABLE 1015.1)

MINIMUM NUMBER OF EXITS PER STORY 2 EXITS (7.4.1.1 AND 38.2.4.1) -

MINIMUM NUMBER OF ACCESSIBLE ENTRANCES/EXITS 2 (7.5.4.1.1 & 7.5.4.2.2) 2 (1007.1 W/ EXCEPTION 1 & 1105.1)

TRAVEL DISTANCE LIMITS

TRAVEL DISTANCE LIMITS LIFE SAFETY IBC

MAXIMUM TRAVEL DISTANCE LIMIT TO AN EXIT OR EXITACCESS DOOR

200 FEET (B) (TABLE A.7.6) 200 FEET (B) (TABLE 1016.2)

MAXIMUM COMMON PATH OF TRAVEL LIMIT 75 FEET (B) (TABLE A.7.6) 75 FEET(B) (TABLE 1014.3)

MAXIMUM DEAD END CORRIDOR LIMIT 50 FEET (B) (TABLE A.7.6) 20 FEET (1018.4)

SCALE: 1/8" = 1'-0"1 FIRST FLOOR LIFE SAFETY PLAN

TRAVEL DISTANCE SCHEDULETravel Distance Path ID Travel Distance

B-1 137' - 7 23/128"

B-2 111' - 1 3/16"

ISSUED:

ISSUED

FOR BIDDING

04/01/21

N

SCALE: 1/8" = 1'-0"

0' 4' 8' 16'





1

B

A

4"Ø STDPIPE

4"Ø STDPIPE

6"

EX. FOOTING (V.I.F.)

EX. EXT. WALL

3

S101

4

S101

5

S101

1

B

A

W14X

30

EX. EXT. WALL

4

S101

1

EX. 2x RAFTER @ 16" O.C. (V.I.F.)

DEFLECTION CLIP

GA

P1

/2"

2x PADDING ATTACHEDw/ 1/2"Ø BOLTS @ 24" O.C. (STAGG.)

BEAM (SEE PLAN)

(6) 10d NAILS

2x4 @ 16" O.C. (STAGG.)

LS50

ELEV. 10' - 0" V.I.F.

PUNCHED HOLES. COORDINATE LOCATION AND DIAMETER WITH PARTITION SUPPLIER

1

1

6 3/4" (COORDIANTE w/ PARTITION SUPPLIER)

GOVERNING CODES

THIS PROJECT SHALL COMPLY WITH THE "INTERNATIONAL BUILDING CODE", INTERNATIONAL CODE

COUNCIL, INC., 2012 EDITION, INCLUDING SPECIFICATIONS REFERENCED WITHIN. USE THEREFERENCED OR LATEST EDITIONS UNLESS NOTED OTHERWISE. MANUFACTURER SPECIFICATIONAND LOCAL CODE REQUIREMENTS, WHEN IN EXCESS OF MINIMUM SPECIFICATION, SHALL CONTROL.

STEEL

FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THELATEST SPECIFICATION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION STEELCONSTRUCTION MANUAL.

STRUCTURAL STEEL SHALL CONFORM TO:WF BEAMS ASTM A992 (50KSI)RECT. HSS ASTM A500 GRADE B (46KSI)ROUND HSS ASTM A500 GRADE B (42KSI)STEEL PIPE ASTM A53 GRADE B (35KSI)PLATES, ANGLES & CHANNELS ASTM A36 (36KSI)

BOLTS ASTM A325-N (3/4" ∅ U.N.O.)

ANCHOR BOLTS ASTM F1554 GRADE 36

PROVIDE WELDED CONNECTIONS TYPICALLY UNLESS OTHERWISE NOTED.

WELDING ELECTRODES SHALL BE E70 SERIES.

WELDS SHALL BE MADE ONLY BY WELDERS WHO HAVE BEEN PREQUALIFIED BY TESTS OF THEAMERICAN WELDING SOCIETY, PRESCRIBED IN THE STRUCTURAL WELDING CODE," AWS DI.I(LATEST EDITION).

ANY CONNECTION NOT SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS SHALL BEDESIGNED AND DETAILED BY THE STRUCTURAL STEEL FABRICATOR. SEE THE TYPICAL BEAMCONNECTION DETAILS ON THE DRAWINGS.

CONNECTIONS SHALL BE AISC STANDARD.

PROVIDE BASE PLATE FOR ALL STRUCTURAL STEEL BEAMS BEARING ON CONCRETE OR MASONRY.GROUT FOR SETTING BEARING SURFACES SHALL BE NON-SHRINK, NOT-STAINING.

ALL STEEL SUPPORT COLUMNS SHALL BEAR DIRECTLY ON MASONRY OR CONCRETE FOUNDATIONSYSTEMS.

MISCELLANEOUS STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC"SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FORBUILDINGS", AND SHALL BE ASTM A36. BOLTS SHALL BE HIGH STRENGTH 3/4" DIAMETERCONFORMING TO ASTM A325. WELDING SHALL BE DONE ONLY BY CERTIFIED WELDERS. WELD INACCORDANCE WITH THE AWS "STANDARD CODE FOR ARC AND GAS WELDING IN BUILDINGCONSTRUCTION". STRUCTURAL STEEL SURFACES CAST INTO CONCRETE SHALL BE UNPAINTED.

SUBMIT STRUCTURAL STEEL SHOP DRAWINGS SHOWING COMPLETE DIMENSIONS AND DETAILS FORAPPROVAL PRIOR TO FABRICATION. THE STRUCTURAL STEEL SUBCONTRACTOR SHALL BERESPONSIBLE FOR CHECKING, VERIFICATION, AND FOR COORDINATION OF DIMENSIONS ANDDETAILS WITH THE STRUCTURAL AND OTHER PORTIONS OF THE CONTRACT DRAWINGS. THESTRUCTURAL CONTRACT DRAWINGS SHALL NOT BE REPRODUCED AS SHOP DRAWINGS UNLESSTHE STRUCTURAL ENGINEER'S APPROVAL IS OBTAINED IN WRITING.

WOOD

WOOD AND TIMBER CONSTRUCTION SHALL COMPLY WITH REFERENCED OR LATEST EDITIONS OFTHE FOLLOWING STANDARDS: 1) NATIONAL FOREST PRODUCTS ASSOCIATION: "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION." 2) AMERICAN INSTITUTE OF TIMBER CONSTRICTION: " TIMBER CONSTRUCTION MANUAL." 3) AMERICAN PLYWOOD ASSOCIATION: "PLYWOOD DESIGN SPECIFICATION." 4) AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS

STRUCTURAL TIMBER SHALL BE STAMPED WITH A GRADE MARK IN ACCORDANCE WITH DOC PS20 WITH MOISTURE CONTENT TO BE 19% MAXIMUM.

JOISTS, HEADERS, TRIMMERS AND EXTERIOR AND INTERIOR BEARING WALL STUDS SHALL BES.P.F. #2 OR BETTER.

4x4 & 6x6 P.T. POSTS SHALL BE S. PINE #2 OR BETTER

LVL'S (LAMINATED VENEER LUMBER) SHALL BE 1 3/4" WIDE, OF THE DEPTH SPECIFIED ON THEPLANS, AND SHALL BE SECURED TOGETHER AS DIRECTED BY THE MANUFACTURER.

LSL'S (LAMINATED STRAND LUMBER) SHALL BE 1 1/2" WIDE (BAND BOARDS FOR PREFABRICATEDFLOOR JOISTS SHALL BE 1 1/4"), OF THE DEPTH SPECIFIED ON THE PLANS, AND SHALL BESECURED TOGETHER AS DIRECTED BY THE MANUFACTURER.

PSL'S (PARALLEL STRAND LUMBER) SHALL BE OF THE WIDTH AND DEPTH SPECIFIED ON THEPLANS, AND SHALL BE SECURED TOGETHER AS DIRECTED BY THE MANUFACTURER.

GLU-LAMS (LAMINATED TIMBER) SHALL BE OF THE WIDTH AND DEPTH SPECIFIED ON THE PLANS.

PREFABRICATED WOOD I-JOISTS: PREFABRICATED WOOD I-JOISTS SHALL BE APPROVED BY ARECOGNIZED TESTING AGENCY AND COMPLY WITH ASTM D 5055. THEY SHALL BE DESIGNED TOCARRY ALL LIVE AND DEAD LOADS WITH THE LIVE LOAD DEFLECTION NOT TO EXCEEDL/480(FLOOR) AND L/240(ROOF). THE MANUFACTURER SHALL SUPPLY ALL REQUIRED HANGERS,SHEER PANELS, BLOCKING PANELS, AND OTHER SPECIAL HARDWARE. THE MANUFACTURERSHALL SUBMIT ERECTION DRAWINGS TO THE ENGINEER PRIOR TO FABRICATION. ALLPREFABRICATED WOOD I-JOISTS SHALL BE INSTALLED AND BRACED IN ACCORDANCE WITH THEMANUFACTURER'S INSTRUCTIONS.

WOOD EXPOSED TO THE ELEMENTS, WOOD IN CONTACT WITH CONCRETE OR MASONRY, ANDWOOD DESIGNATED "PRESERVATIVE TREATED" SHALL BE NO. 2 GRADE SOUTHERN PINE ORBETTER & PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES,PRODUCT, PRESERVATIVE AND END USE. FIELD CUT ENDS, NOTCHES AND DRILLED HOLES OFP.T. WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.

PLYWOOD: APA EXPOSURE 1, GROUP 1 RATED SHEATHING, MIN. 4 PLY, MIN, SPAN RATING OF32/16. U.N.O. USE 3/4" NOM. THICKNESS FOR FLOORS, 5/8" FOR ROOFS, AND 1/2" FOR WALLS. FORFLOORS, USE TONGUE-AND-GROOVE PLYWOOD GLUED AND SCREW-FASTENED. FOR ROOFS,USE PLYWOOD CLIPS AT ALL UNSUPPORTED BUTT JOINTS. PLYWOOD SHALL BE MARKED PERDOC PS-1.

LUMBER SCHEDULE(MINIMUM ALLOWABLE PROPERTIES)

SPECIES f b(PSI) fv (PSI) E (KSI) S.G.

LVL 2,600 285 1,900 0.50

LSL 1,700 400 1,300 0.50

PSL (BEAM) 2,900 290 2,000 0.50

PSL (COLUMN) 2,400 190 1,800 0.50

GLULAM (24FV5 SP/SP) 2,400 165 1,700 0.50

S.P.F. #2 875 135 1,400 0.42

S. PINE #2 VARIES BY DIMENSIONS 0.50

B

STEEL COLUMN(SEE PLAN)

EX. FOOTING

4" (MIN.) EX. SLAB (V.I.F.)

EX. CMU WALL

HILTI HY-200 w/ (4) 1/2"Ø HIT-Z (3" EMBED.)

1/4" LEVELING PLATE &3/4" NON-SHRINK GROUT

14"x10"x3/4" STEEL BASE PLATE

1/4

6"

A

9"x1/2"x3 1/2" STEEL PLATEw/ (3) 3/4"Ø BOLTS

BEAM (SEE PLAN)

COLUMN (SEE PLAN)

HILTI HY-200 w/ (4) 1/2"Ø HIT-Z (3" EMBED.)

1/4" LEVELING PLATE &3/4" NON-SHRINK GROUT

EX. 4" (MIN.) SLAB (V.I.F.)

11"x11"x3/4" BASE PLATE

1/4" STEEL CAP PLATE

1/4

1/4

1/4

T.O.S. 10' - 0" V.I.F.

DEDC, LLC



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2020

PROFESSIONAL CERTIFICATION:I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE

STATE OF DELAWARE.

LICENSE NO:

EXPIRATION DATE:

18535

06/30/2022


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


The Tower at STAR Campus

100 Discovery Boulevard, Suite 102

Newark, DE 19711

302.369.3700

As indicated

3/3

1/2

021

8:0

3:5

6 A

M

S101

FOUNDATION PLAN

JIW/JKBHBE

01.15.2021

2020179.00

TERRY CAMPUS100 CAMPUS DRIVE,DOVER DE


SCALE: 1/4" = 1'-0"1 FOUNDATION PLANSCALE: 1/4" = 1'-0"2 PARTITION FRAMING PLAN

SCALE: 1" = 1'-0"5 SECTION

SCALE: 3/4" = 1'-0"3 SECTION

SCALE: 3/4" = 1'-0"4 SECTION

Revision Schedule




REF. W/D

DN

GENERAL DEMOLITION NOTES

A. REMOVE FLOOR FINISH AND WALL BASE.B. REMOVE ALL METAL LOCKERS.C. REMOVE ALL ACOUSTICAL CEILING TILE, GRID AND

SUSPENSION SYSTEM, REMOVE ALL INSULATION SUPPORTED BY EXISTING CEILING SYSTEM.

D. REMOVE ALL PARTICAL BOARD CEILING TILES AND ASSOCIATED FURRING WHERE PRESENT ABOVE ACT, REMOVE ALL INSULATION SUPPORTED BY EXISTING CEILING SYSTEM.

E. REMOVE ALL WINDOW COVERINGS.F. REMOVE ALL ROOM SIGNAGE.G. REMOVE ALL CUBICLE CURTAINS AND TRACKS.H. REMOVE FIRE EXTINGUISHER AND CABINETS, SAVE

FOR REUSE.I. SEE PLUMBING DRAWINGS FOR EXTENTS OF SLAB

DEMOLITION. CONTRACTOR SHALL VERIFY EXTENT OF DEMOLITION IN FIELD BASED ON EXISTING CONDITIONS.

DEMOLITION LEGEND

DEMOLITION KEY NOTES

REMOVE PARTITION IN ITS ENTIRETY.

REMOVE DOOR, FRAME AND HARDWARE.

REMOVE DOOR AND HARWARE, FRAME TO REMAIN.

REMOVE PLUMBING FIXTURE.

REMOVE PLUMBING APPLIANCE AND CAP WATER SUPPLY.

REMOVE FLOOR FINISH TO SUBFLOOR. REMOVE WALL BASE.

CUT AND REMOVE PORTION OF PARTITION TO PREPARE FOR NEW OPENING. SEE NEW WORK PLAN AND DOOR SCHEDULE. CONTRACTOR TO VERIFY WALL AS NON-LOAD BEARING AND CONTACT ARCHITECT AND/OR STRUCTURAL ENGINEER IF BEARING WALL CONDITION FOUND IN FIELD.

1

2

3

2A

4

5

6

7

8

9A

10

11

12

13

14

15

9

3A

16

17

REMOVE EXISTING CASEWORK, COUNTERTOP, COUNTERTOP SUPPORT AND SINKS.

REMOVE SOFFIT TO ACCOMODATE NEW CONSTRUCTION.

REMOVE BULKHEAD TO UNDERSIDE OF STRUCTURE.

BULKHEAD TO REMAIN.

REMOVE WOOD SILL.

EXISTING FIRE EXTINGUISHER/CABINET TO REMAIN.

VAULTED GWB VESTIBULE CEILING TO REMAIN.

REMOVE CEILING IN ITS ENTIRETY. REMOVE SECONDARY CEILING WHERE OCCURS.

REMOVE FIRE EXTINGUISHER, SAVE FOR REUSE.

EXISTING MONITOR TO REMAIN.

REMOVE APPLIANCE

REMOVE DOOR HARDWARE AND PREPARE DOOR FOR BLANKING PLATES PRIOR TO SECURING DOOR SHUT.

REMOVE STOREFRONT AND GLAZING.


EXISTING WALL TO BE REMOVED

EXISTING DOOR TO BE REMOVED

EXISTING WINDOW TO REMIAN

EXISTING DOOR TO REMAIN

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM CLASSROOM

CLASSROOM

WOMEN

CLO.

MEN

OFFICE

OFFICE

OFFICE

OFFICE LOBBY

RECEP.

STUDY

COPY

CLO.

OFFICE

BREAKROOM

CO

M.

RO

OM

STORAGE

9

66

10

5

6

6

6

5

5

5 5

9

5

8

6

3

22

2

2

2

1

1

1

1

2

1

1

1

21

6

71

4 4

4

4

4

4

4

4

4

4

4

4

4

44

4

4

4

4

4

4

4

4

4

2

12

13

13

13

13

13

13

4

131313

13

13

13

13

13

13

13

13

13

13

13

13

13

13

13

4

13

CLO.

13

4

13

13

4

13

9

9

9

14

14

6

1

2

2

1

1

ELEC.

207A

15

22

1

9

2A

2A

2A

5

2A

2A

2A

2A

2A

2A

2A

2A

2A

1

1

9A

68

1

11

2A

14' - 4" 3' - 0"

2' -

8"

7' -

0"

3' -

0"

9' -

10

"

2

3' - 0" 1' - 10"

1' - 2" 3' - 0"

5

3' -

0"

5"

3' -

0"

3' -

6"

3

3

3 3

3

3

3

11

OF

DE

MO

LIT

ION

WIT

H N

EW

WO

RK

NO

TE

13

- C

OO

RD

INA

TE

EX

TE

NT

S

WIT

H N

EW

WO

RK

NO

TE

12

- C

OO

RD

INA

TE

13

3A

16

17

1

3

3

3

3

DEDC, LLC



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2021


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


Rittenhouse Station


Newark, DE 19711

302.369.3700




As indicated

3/3

1/2

021

9:3

7:0

2 A

MC

:\U

se

rs\jd

eg

race\D

ocu

me

nts

\202

01

79

00_

jdeg

race

FX

JN

W.r

vt

AD101

FIRST FLOORDEMOLITION PLAN

AMCJAD

04/01/2021

2020179.00




SCALE: 1/4" = 1'-0"1 FIRST FLOOR DEMOLITION PLAN

ISSUED:

ISSUED

FOR BIDDING

04/01/21

N

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

0' 2' 4' 8'




1A5/8" GWB. EA. SIDE TO 6" ABOVE FINISH CEILING

FINISH FLOOR (SEE FIN. SCHED.FOR FLOOR FIN. & WALL BASE)

WALL TYPES 1A

6" ABOVE FINISH CEILING

FINISH FLOOR (SEE FIN. SCHED.FOR FLOOR FIN. & WALL BASE)

WALL TYPES 2A

2A5/8" GWB ON ONE SIDE OF WALL ONLY UP TO 6" ABOVE FINISH CEILING

3 5/8" STUD

5/8" 5/8"3 5/8"

5/8"

1B5/8" GWB. EA. SIDE TO 6" ABOVE FINISH CEILING

5/8"

6" STUD

5/8"

6" ABOVE FINISH CEILING

1B

1. FIBERGLASS SOUND BATT INSULATION IN NON-RATED STUD PARTITIONS.2. PROVIDE MOLD AND MOISTURE RESISTANT GWB AT ALL STUD-FRAMED PARTITIONS IN WET

LOCATIONS, INCLUDING TOILET ROOMS, KITCHENS, LABS AND AT ALL SINKS AND LAVATORIES. EXTEND TO END OF CASEWORK RUN, INCLUDING SIDEWALLS WHERE ADJACENT TO SINKS.

3. BRACE NON-STRUCTURAL METAL STUD PARTITIONS WHERE NOT ATTACHED TO STRUCTURE ABOVE OR WHERE HEIGHT OF STRUCTURE EXCEEDS MANUFACTURER'S LIMITING HEIGHT FOR 5 PSF @ 16" O.C., OR PROVIDE COLD-FORM FRAMING. SEE SPECIFICATIONS AND STRUCTURAL DRAWINGS

4. PATCH AND ALIGN FINISHES AT ALL NEW PARTIAL HEIGHT WALLS WHERE PARTITIONS ARE BEING INFILLED.

WALL TYPE GENERAL NOTES

WALL TYPE GENERAL NOTES

UNDERSIDE OF BEAMOR STRUCTURAL DECK

ATTACH GWB TO STUDS ASREQUIRED OR AS DIRECTEDBY ASSEMBLY INSTRUCTIONSWITH EXCEPTION: MAKE NO ATTACHMENTS CLOSER THEN1 1/2" FROM TOP OF WALL ENSURING NO FASTERNERSATTACH INTO THE TOP RUNNER

MTL STUDS TO BE CUT A MINIMUM OF 3/8" (MAX. 1/2")SHORTER THAN UNDERSIDEOF DECK - GWB TO BE CUTA MINIMUM OF 1/2" (MAX. 5/8")SHORTER THAN UNDERSIDEOF DECK

NOTE: DO NOT ATTACH STEELSTUDS TO TOP RUNNERS

METAL STUD TOP RUNNER

TYPICAL STUD WALL DETAILSCALE : 1 1/2" = 1'-0"2

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

TYPICAL SIGNAGE MOUNTING LOCATIONS1

EXISTING ROOF STRUCTURE TO REMAIN

EXISTING ROOF STRUCTURE TO REMAIN

A. TYPICAL SINGLE LEAF DOOR

18'' x 18'' CLR AREA, TYP.

C. RECESSED SINGLE LEAF DOOR


B. TYPICAL PAIR DOOR

D. RECESSED PAIR DOOR


E. PAIR DOOR WITH INOPERABLE LEAF


OPERABLE LEAF

FIXED LEAF


SIGN, TYP.

SIGN, TYP.

SIGN, TYP. SIGN, TYP.

SIGN, TYP.

F. TYPICAL SIGN ELEVATIONS

WHERE SIGN IS MOUNTED ON GLASS, PROVIDE "BLANK" OF SAME SIZE AND FINISH OF SIGN ON OPPOSITE SIDE OF GLASS. ALIGN "BLANK" WITH SIGN TO CONCEAL ALL MOUNTING ADHESIVES AND BACK OF SIGN FROM VIEW.

HINGE SIDE OF DOOR

STRIKE SIDE OF DOOR

ROOM SIGN, TYP.

BOT OF HIGHEST TACTILE CHARACTER

BOT OF LOWEST TACTILE CHARACTER

DEDC, LLC



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2021


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


Rittenhouse Station


Newark, DE 19711

302.369.3700




As indicated

3/3

1/2

021

9:3

6:5

2 A

MC

:\U

se

rs\jd

eg

race\D

ocu

me

nts

\202

01

79

00_

jdeg

race

FX

JN

W.r

vt

A001

CONSTRUCTIONTYPES - WALL TYPESAND DETAILS

AMCJAD

04/01/2021

2020179.00




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

0' 4" 8" 16"

ISSUED:

ISSUED

FOR BIDDING

04/01/21

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

0' 2' 4' 8'





REF.

DN

DN

WD

GENERAL NOTES1. DIMENSIONS ARE TO EXTERIOR FACE OF

CONCRETE, MASONRY, OR METAL STUD UNLESS OTHERWISE NOTED.

2. SEE A400-SERIES FOR ENLARGED PLANS AND SECTIONS.

3. SEE A103 FOR FINISH SCHEDULE AND LEGEND.4. SEE A601 FOR DOOR SCHEDULE, DOOR AND FRAME

TYPES, STOREFRONT TYPES AND WINDOW TYPES. 5. COORDINATE REQUIREMENTS OF WORK WITH ALL

OTHER TRADES.6. PATCH AND REPAIR AREAS DAMAGED BY

DEMOLITION ACTIVITIES. FINISH SMOOTH TO BLEND WITH ADJACENT CONSTRUCTION OR IN PREPARATION FOR NEW FINISHES.

7. REPAIR ALL HOLES LEFT BY REMOVAL OF EQUIPMENT. FINISH SMOOTH TO BLEND WITH ADJACENT CONSTRUCTION OR IN PREPARATION FOR NEW FINISHES.

8. SEE SHEET A104 AND MEP DRAWINGS FOR EQUIPMENT AND FURNITURE PLAN. CONTRACTOR SHALL COORDINITATE EQUIPMENT, UTILITIES, CLEARANCES AND EQUIPMENT REQUIREMENTS WITH ALL OTHER TRADES, TYP. FOR ROOMS 202, 208,211A, 211B, 212, 213, 214, 218, 219. EQUIPMENT BY OWNER, SHOWN FOR REFERENCE ONLY, N.I.C.

9. CONTRACTOR SHALL COORDINATE WASHER, DRYER AND MOP SINK WITH OWNER AND ENSURE FITMENT IN LAUNDRY 230.

CLASSROOM

217

WOMEN

215

CNA LAB

208

VESTIBULE

200

PROMETRIC

202

OFFICE

229

OFFICE

228

OFFICE

226

CLOSET

227

OFFICE

225

CORRIDOR

224

COPY/ WORKROOM

223

MEN

222

STORAGE

221

CNA LAB

218CCMAA LAB

219

ELEC.

207A

CO

M.

RO

OM

206A

PHLEB. LAB

214

CLEANSTERILE LAB

211A

DIALYSIS LAB

213

DENTAL LAB

212

CORRIDOR

203

CORRIDOR

210

CORRIDOR

220

CO

RR

IDO

R

206

STORAGE

231

BREAKROOM

207

COMPUTERLAB

205

DOOR TO REMAIN, SECURE DOOR FROM INTERIOR PRIOR TO WALL INFILL, REMOVE HARDWARE AND PROVIDE BLANKING PLATES

A701

1

A701

A701

2

CLASSROOM

204

CLASSROOM

216

CLASSROOM

209

CORRIDOR

201

1A

1A

1A

1A

2A1A

1A

1A

1A

1A

1A

229/1

205/1

208/1

209/1

219/1

3

3

A401

4

A401 6

A401

1

A401

A701

1211

B

A601

1

A701

56

A701

4

OPERABLE PARTITION

231/1

3' -

0"

9' -

10

"

ALIG

N

MIN.

4' - 0"

A701

2

6' - 0" 3' - 6"

ALIG

N

1A2A

ALIGN

BOTTLE FILLING STATION (SEE PLUMB.)

(N.I.C.)

A701

8

7

24' - 7" 24' - 7"

2A

ALIGN

LAUNDRY

230

2' -

0"

4' -

4"

1A 1A

1A

1A

1A

13' - 8 1/2" +/- 2' - 0" 5' - 5"

COPIER(N.I.C.)

SHREDDER(N.I.C.)

5' -

3"

4' -

6"

(N.I.C.) (N.I.C.)

TRANSACTION WINDOW

TRANSACTION WINDOW

212/1

223/1

223/2

4' - 9" 2' - 0"

A701

10

A701

9

8

A401

8

A401

5

A401

7

A401

A601

2

1' - 6" MIN.

8' - 7"

11' - 9"

EXISTING STAIR AND LANDING TO REMAIN

EXISTING HANDRAIL TO REMAIN

EXISTING STAIR AND LANDING TO REMAIN

217/1 216/1

218/1

214/1

215/1

207/1

207A/1206A/1

204/1202/1

227/1

228/1

226/1

230/1 222/1

225/1

213/1

200/1

45.00°

EXISTING MONITOR TO REMAIN

COLUMN(SEE STRUCT.)

1A

SF-2

200/2

9' - 0"

3SIM

SIM

1' -

0"

3' -

6"

3' -

3"

24

' -

9"

A601

3

218/2

217/2

C L1

' -

4"

10

A401

A701

13

10' - 1"

8' -

10

"7

' -

8"

1A

SOLIEDSTERILE LAB

211B

SF-1

5' - 1"

9

A401

ALIG

N

2

A401

B

1

A

B

COLUMN(SEE STRUCT.)

CO

NT

RA

CT

OR

TO

V.I.F

.

19

' -

10

" +

/-

2A

2A 2A

211A/1

211B/1

14

9' - 0"

15

ALIG

N

2A2A

2A

1A

1A

11

A401

14

' -

0"

2' - 0"

ALIGN

1' -

2"

10"

2' -

0"

3' -

6"

7' - 0"

4' - 6"

ALIG

N

TO SOFFIT ABOVE2' - 0" - ALIGN

MAINTAIN REQUIRED CLEARANCES

COORDINATE REQUIRED CLEARANCE WITH OPERABLE PARTITION MANUFACTURER

2A

1A1A

3"

7"

18

' -

7"

10"

6' -

0"

4' -

6"

1A

1A

1A

1A

1A3' - 5"

1B

1' - 0" MIN.

A

A

A

A

A

A

B

B

B

B

A B

BB

BB

B

AA

A

A

SF-3

2' -

0"

5"

COUNTER4" MAX

GL

AS

S

3' -

0"

FIX

ED

SLID

ER

3' -

0"

7"

201/1

HVAC (SEE MECH.)

A701SIM

2

6' - 7"

2' -

1"

6' -

7"

2' - 1"

2' - 1"

A

3' -

4"

DEDC, LLC



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2021


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


Rittenhouse Station


Newark, DE 19711

302.369.3700




As indicated

3/3

1/2

021

9:3

6:5

3 A

MC

:\U

se

rs\jd

eg

race\D

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nts

\202

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79

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jdeg

race

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JN

W.r

vt

A101

FIRST FLOOR NEWWORK PLAN

AMCJAD

04/01/2021

2020179.00




SCALE: 1/4" = 1'-0"1 FIRST FLOOR NEW WORK PLAN

N

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

0' 2' 4' 8'

ISSUED:

ISSUED

FOR BIDDING

04/01/21

TOILET ACCESSORY SCHEDULE

KEY ACCESSORY DESCRIPTION Comments

A PAPER TOWEL DISPENSER BY OWNER

B SOAP DISPENSER BY OWNER





a

b

CEILING LEGEND

2x2 ACT CEILING

INTERIOR - GWB CEILINGS /BULKHEADS

1. SEE FINISH SCHEDULE FOR ACT TYPES.

2. SEE MECHANICAL DRAWINGS FOR G.R.D. TYPES, LOCATIONS, AND ADDITIONAL WORK.

3. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES AND LOCATIONS.

4. CEILING HEIGHTS INDICATED ARE FROM FINISH FLOOR.

5. CONTRATOR TO REFERENCE SPECIFICATIONS FOR SPRAY FOAM INSULATION INSTALLATION.

X EXPOSED

CEILING NOTES

E EXISTING

A 2 X 2 ACT CEILING

B GWB CEILING - BULKHEAD

2 X 4 LED LIGHT (SEE ELECT.)

SUPPY DIFFUSSER (SEE MECH.)

RETURN (SEE MECH.)

EXIT LIGHT W/ EMERGENCY LIGHTING (SEE ELECT.)

1 X 2 LED LIGHT (SEE ELECT.)

EXIT LIGHT (SEE ELECT.)

3

A401

CLASSROOM

217

CLASSROOM

216

WOMEN

215

CLASSROOM

209

CNA LAB

208

CLASSROOM

204

VESTIBULE

200

PROMETRIC

202

OFFICE

229

OFFICE

228

OFFICE

226

CLOSET

227

OFFICE

225

CORRIDOR

224

COPY/ WORKROOM

223

MEN

222

STORAGE

221

CNA LAB

218

CCMAA LAB

219

ELEC.

207A

CO

M.

RO

OM

206A

PHLEB. LAB

214

CLEANSTERILE LAB

211A

DIALYSIS LAB

213

DENTAL LAB

212

CORRIDOR

203

CORRIDOR

210

CORRIDOR

220

CORRIDOR

206

STORAGE

231

BREAKROOM

207

COMPUTERLAB

205

CORRIDOR

201

LAUNDRY

230

E

9' - 6"

A

9' - 6"

A

8' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 0"

B

9' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 6"

A

X

X

9' - 6"

A

9' - 6"

A

9' - 6"

A

9' - 6"

A

7' - 0"

B

7' - 0"

B

7' - 0"

B

X

9' - 0"

A

8' - 2"

B1' -

0"

SOLIEDSTERILE LAB

211B

9' - 6"

A

9' - 6"

A

9' - 0"

B

2' - 0"

0"

0"

DEDC, LLC



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2021


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


Rittenhouse Station


Newark, DE 19711

302.369.3700




As indicated

3/3

1/2

021

9:3

6:5

3 A

MC

:\U

se

rs\jd

eg

race\D

ocu

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nts

\202

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79

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jdeg

race

FX

JN

W.r

vt

A102

FIRST FLOORREFLECTED CEILINGPLAN

AMCJAD

04/01/2021

2020179.00




SCALE: 1/4" = 1'-0"1FIRST FLOOR REFLECTEDCEILING PLAN

N

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

0' 2' 4' 8'

ISSUED:

ISSUED

FOR BIDDING

04/01/21





UP

CPT LVT

CPT LVT

CPTLVT

CLASSROOM

217

CLASSROOM

216WOMEN

215

CLASSROOM

209

CNA LAB

208

CLASSROOM

204

VESTIBULE

200

PROMETRIC

202

OFFICE

229

OFFICE

228

OFFICE

226

CLOSET

227

OFFICE

225

CORRIDOR

224

COPY/ WORKROOM

223

MEN

222

STORAGE

221

CNA LAB

218

CCMAA LAB

219

ELEC.

207ACOM. ROOM

206A

PHLEB. LAB

214CLEAN

STERILE LAB

211A

DIALYSIS LAB

213DENTAL LAB

212

CORRIDOR

203

CORRIDOR

210

CORRIDOR

220

CORRIDOR

206

STORAGE

231

BREAKROOM

207

COMPUTERLAB

205

CORRIDOR

201

LAUNDRY

230

LVT-1

RB-1

ACT-1

PT-1LVT-1

RB-1

ACT-1

PT-1

LVT-1

RB-1

ACT-1

PT-1

LVT-1

RB-1

ACT-1

PT-1

LVT-1

RB-1

-

PT-1

LVT-1

RB-1

ACT-1

PT-1

LVT-1

RB-1

ACT-1

PT-1LVT-1

RB-1

ACT-1

PT-1

LVT-1

RB-1

ACT-1

PT-1

LVT-2

RB-1

ACT-1/ PT-2

WD-1/PT-1

CPT-1

RB-1

ACT-1

PT-1

CPT-1

RB-1

ACT-1

PT-1

LVT-2

RB-1

ACT-1

PT-1

CPT-1

RB-1

ACT-1

PT-1

CPT-1

RB-1

ACT-1

PT-1

LVT-1

RB-1

ACT-1

PT-1

LVT-1

RUB

ACT-1

PT-1

LVT-1

RB-1

ACT-1

PT-1

LVT-1

RB-1

ACT-1

PT-1

LVT-1

RB-1

ACT-1

PT-1

LVT-1

RB-1

ACT-1

PT-1

EXG.

EXG.

ACT-1

PT-1

LVT-1

RB-1

ACT-1

PT-1

LVT-1

RB-1

ACT-1

PT-1

LVT-1

RB-1

ACT-1

PT-1

LVT-1

RB-1

ACT-1

PT-1

LVT-1

RB-1

ACT-1

PT-1

LVT-1

RB-1

ACT-1

PT-1

EXG.

EXG.

ACT-1

PT-1LVT-1

RB-1

ACT-1

PT-1

LVT-1

RB-1

ACT-1

PTD.

LVT-1

RB-1

-

PT-1

-

-

-

-1

A

B

LVT-1

RB-1

ACT-1

PT-1

NOTE: SEE ELEVATIONS FOR EXTENTS OF WALL FINISHES

SOLIEDSTERILE LAB

211BLVT-1

RB-1

ACT-1

PT-1

DEDC, LLC



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2021


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


Rittenhouse Station


Newark, DE 19711

302.369.3700




1/4" = 1'-0"

4/1

/20

21 1

2:2

0:1

6 P

MC

:\U

se

rs\a

ca

mper\

Do

cum

ents

\202

01

79

00

_aca

mpe

r@b

ecke

rmo

rga

n.c

om

. rvt

A103

FIRST FLOOR FINISHPLAN

AMCJAD

04/01/2021

2020179.00




SCALE: 1/4" = 1'-0"1 FIRST FLOOR FINSH PLAN

GENERAL FINISH NOTES FINISH SYMBOL LEGEND

1. REVIEW ALL FIELD CONDITIONS AND PLANNED WORK. RESOLVE ALL DISCREPANCIES IN A MANNER APPROVED BY THE ARCHITECT THAT COULD AFFECT THE FINISHES OR TRANSITIONS PRIOR TO PROCEEDING WITH WORK AFFECTED BY DISCREPANCIES.2. SEE G101 CODE SHEET FOR INTERIOR FINISH REQUIREMENTS.3. REFER TO ELEVATIONS, REFLECTED CEILING PLANS AND DETAILS FOR ADDITIONAL INFORMATION REGARDING FINISHES, PATTERNS, ORIENTATIONS AND TRANSITIONS.4.PREPARE SURFACES PER FINISH MANUFACTURERS' INSTRUCTIONS PRIOR TO APPLICATIONS OF FINISHES, CONFIRM SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE AND FREE OF IRREGULARITIES.5. PREPARE SLAB TO RECEIVE NEW FINISHES, INCLUDING STRUCTURALLY BONDED HYDRAULIC CEMENT UNDERLAYS AND FLASH PATCHING REQUIRED TO LEVEL AND SMOOTH FLOOR TO 1/8" IN 20'-0" NON-CUMULATIVE, UNLESS OTHERWISE INDICATED AS FLATTER AND MORE LEVEL. CONCRETE FLOORS SHALL BE FREE FROM SCALING AND IRREGULARITIES AND SHALL EXHIBIT NEUTRALITY RELATIVE TO ACIDITY AND ALKALINITY. REMOVE GREASE, DIRT CURING COMPOUNDS AND OTHER MATERIALS THAT WILL IMPAIR THE PERFORMANCE AND/OR ADHESION OF THE SCHEDULED FLOORING.6. LOCATE FLOOR FINISH TRANSITIONS AT CENTERLINE OF DOOR, UNLESS OTHERWISE NOTED.7. PAINT AND FINISH EXPOSED SURFACES UNLESS OTHERWISE NOTED. PAINT SURFACES BEHIND REMOVABLE EQUIPMENT/FURNITURE. PAINT BEHIND NON-REMOVABLE ITEMS WITH PRIME COAT ONLY.8. SEALANT TO BE APPLIED BETWEEN BASE OF ALL DOOR FRAMES AND LVT FLOORING. SEALANT TO MATCH COLOR OF DOOR FRAMES.9. EXTEND FLOORING INTO ALL TOE KICKS, KNEE SPACES AND EXPOSED AREAS UNDER ALL CASEWORK. FLOORING AS SCHEDULED SHALL BE INSTALLED UNDER ALL NEW CASEWORK.10. MOLD AND MOISTURE RESISTANT GYPSUM BOARD SHALL BE USED AT ALL TOILET ROOMS, AND CUSTODIAN SERVICE CLOSETS SCHEDULED TO HAVE GYPSUM BOARD FINISHES. THIS INCLUDES UNDER ALL NEW CASEWORK AND APPLIANCES.11. SEE THE REFLECTED CEILING PLAN & NOTES FOR CEILING HEIGHTS, MATERIAL EXTENTS, LOCATIONS & HEIGHTS OF BULKHEADS, SOFFITS, ETC.12. PLAN WALL TYPES TAKE PRECEDENCE OVER SCHEDULED WALL FINISH. PROVIDE APPROPRIATE WALL FINISH TO CORRESPOND TO WALL TYPES.13. PROVIDE SEALANT/CAULK AT INTERSECTIONS OF DISSIMILAR MATERIALS AND AS RECOMMENDED BY MANUFACTURERS' GUIDELINES.

CEILING FINISH

WALL FINISH (FIELD)

WALL BASE FINISH

FLOOR FINISH

XX-1

XX-1

XX-1

XX-1

ROOM FINISH TAG:

FINISH TAG:

TARKETT JOHNSONITE RUBBER TRANSITION STRIP-COORDINATE WITH FINISH MATERIAL THICKNESS

SEE FINISH LEGEND

CPT LVT

FLOORING PATTERN INSTALL DIRECTION

FINISH LEGEND

KEYNAME PRODUCT MANUF. PATTERN/STYLE COLOR FINISH SIZE

INSTALLATION LOCATION

EXG EXISTING FINISH TO REMAIN - - - - -

FLOOR

CPT-1 CARPET TILE MANNINGTON RELAY BLUETOOTH 34145 24" X 24" BRICK

LVT-1 LUXURY VINYL TILE MANNINGTON NO RESERVATIONSABSTRACT

AFFABLE NR303 - 7.2" x 48" RANDOM

LVT-2 LUXURY VINYL TILE MANNINGTON NATURES PATHWOOD

HERITAGE CHERRYNATURAL 12106

BASE

RB-1 RUBBER WALL BASE JOHNSONITE 4" COVE

WALL

PT-1 HARMONY INTERIOR ACRYLICLATEX

SHERWIN WILLIAMS - SW 7656 RHINESTONE EGGSHELL TYP

PT-2 PROMAR CEILING PAINT - FLAT SHERWIN WILLIAMS - SW7007 CEILING BRIGHTWHITE

FLAT NEW & EXG GWB CEILINGS


SHERWIN WILLIAMS - SW9151 DAPHNE EGGSHELL ACCENT LOCATIONS

PT-4 PROINDUSTRIAL PRE-CATALYZEDWATER BASED EPOXY

SHERWIN WILLIAMS - SW 7656 RHINESTONE SEMI GLOSS RESTROOM WALLS


SHERWIN WILLIAMS - SW7668 MARCH WIND SEMI GLOSS DOOR FRAMES

CEILING

ACT-1 2X2 ACOUSTICAL CEILING TILE ARMSTRONG FINE FISSURED1713

WHITE - 24" X 24" - -

ACT-2 2X2 ACOUSTICAL CEILING TILE ARMSTRONG ULTIMA 1941 WHITE 24" X 24"

GWB - - - - PT-2, U.N.O. - -

MILLWORK

PL-1 PLASTIC LAMINATE WILSONART NORTH SEA D90-60 MATTEFINISH

LAB CLASSROOMCOUNTERTOPS

PL-2 PLASTIC LAMINATE WILSONART OILED SOAPSTONE4882-36

FINEVELVETFINISH

LAB CLASSROOM CABINETSAND BATHROOM SINK APRON

PL-3 PLASTIC LAMINATE WILSONART WINDSOR MAHOGANY7039K-78

FINEGRAINFINISH

LOBBY DESK

PL-4 PLASTIC LAMINATE WILSONART WILD CHERRY 7054-60 MATTEFINISH

LOBBY DESK AND WALLCOVERING

SS-1 SOLID SURFACE CORIAN RICE PAPER - LOBBY DESK AND BATHROOMCOUNTERTOPS

N

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

0' 2' 4' 8'

ISSUED:

ISSUED

FOR BIDDING

04/01/21





FINISHES NOTED IN FINISH LEGEND ARE BASIS OF DESIGN. SEE SPECIFICATIONS FOR PERFORMANCE REQUIREMENTS

REF.

DN

DN

WD

CLASSROOM

217

WOMEN

215

CNA LAB

208

VESTIBULE

200

OFFICE

229

OFFICE

228

OFFICE

226

CLOSET

227

OFFICE

225

CORRIDOR

224

COPY/ WORKROOM

223

MEN

222

STORAGE

221

CNA LAB

218

CCMAA LAB

219

ELEC.

207A

CO

M.

RO

OM

206A

PHLEB. LAB

214

CLEANSTERILE LAB

211A

DIALYSIS LAB

213

DENTAL LAB

212

CORRIDOR

203

CORRIDOR

210

CORRIDOR

220

CO

RR

IDO

R

206

STORAGE

231

BREAKROOM

207

COMPUTERLAB

205

VENDING (BY OTHERS)

CLASSROOM

204

CLASSROOM

216

CLASSROOM

209

CORRIDOR

201

ALIG

N(N.I.C.)

LAUNDRY

230

(N.I.C.) (N.I.C.)

10

1213

13

11

11

10

10

10

1 1

1 1

1 1

1 1

MS-1 MS-1 MS-1 MS-1 MS-1

MS

-1

MS-1

3SIM

SOLIEDSTERILE LAB

211B

PROMETRIC

202

TABLE

14

5

8

STOR. 16"X 32"

WRAP. 16"X 32"

29

15

3

7

TABLE (BY OWNER)

6

LINEN CABINET, TYP. (BY OWNER)

COPIER(N.I.C.)

SHREDDER(N.I.C.)

11

11

16

16

1

4

SPECIALITY EQUIPMENT LEGEND

3M ATTEST MINI AUTO READER 2

WASHER DISINFECTORS STERILIZING P10003

(STERRAD STERILIZER) STERRAD NX

INTERGRITY STERILIZER 175SG5

HEIGHT ADJUSTABALE PROCESSING SINK6

SURGICAL SCRUB SINK (SINGLE)7

FLEX ULTRASONICS8

ERGOSTAT HEIGHT ADJUSTABLE PREP & PACK TABLE9

PHLEBOTOMY CHAIR10

DIALYSIS CHAIR12

DIALYSIS MACHINE13

DENTAL CHAIR 14

PHLEBOTOMY CART11

PATIENT BED - MED SURG W/ MATRESS 1

15

4

WRAPPING RACK

16 TREATMENT TABLE

EQUIPMENT NAME#

EQUIPMENT AND FURNITURE GENERAL NOTES

1. FURNITURE BY OWNER, SHOWN FOR REFERENCE ONLY, N.I.C.

2. CONTRACTOR SHALL COORDINITATE UTILITY CONNECTIONS FOR EQUIPMENT. MAINTAIN CLEARANCE REQUIREMENTS WITH ALL OTHER TRADES, TYP. FOR ROOMS 202, 208,211A, 211B, 212, 213, 214, 218, 219. EQUIPMENT BY OWNER, SHOWN FOR REFERENCE ONLY, N.I.C.

DEDC, LLC



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2021


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


Rittenhouse Station


Newark, DE 19711

302.369.3700




As indicated

3/3

1/2

021

9:3

6:5

6 A

MC

:\U

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rs\jd

eg

race\D

ocu

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nts

\202

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79

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jdeg

race

FX

JN

W.r

vt

A104

EQUIPMENT ANDFURNITURE PLAN -FOR REFERENCEONLY

AMCJAD

04/01/2021

2020179.00




SCALE: 1/4" = 1'-0"1FIRST FLOOR NEW WORKEQUIPMENT PLAN

N

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

0' 2' 4' 8'

ISSUED:

ISSUED

FOR BIDDING

04/01/21





FIRST FLOORELEV. 0"

BEAM (SEE STRUCT.)

BRACKET AND HANGERSBY MANF.

OPERABLE PARTITION

3 5/8" CFM STUDS @ 16" O.C.

5/8" GWB

CEILING, AS SCHEDULED

FINISH FLOOR,AS SCHEDULED

TY

PE

S A

ND

HE

IGH

TS

9' -

0"

- S

EE

RC

P F

OR

CE

ILIN

G

1

EXISTING 2X RAFTER

STUD BRACING

BLOCKING AND BRACING(SEE STRUCT.)

2' - 0"

UNDERSIDE OF EXISTING ROOF STRUCTURE

SOUND BATT INSULATION

FIRST FLOORELEV. 0"

3/4" CABINET BACKER

WALL, SEE TYPES

PAPER TOWEL DISPENSER (BY OWNER)

PL-1 CLAD SOFFIT

PLYWOOD GUSSET SUPPORT

ADJ. SHELF

PL-1

1X BLOCKING

WOOD BLOCKING B/T STUDS FOR LENGTH OF SINK CABINET, TYP.

PL-1 APRON WITH MATCHING EGDGEBAND

PL-2 COUNTERTOP W/ BACK AND SIDE SPLASH

MAX.

8"

PL-1 REMOVABLE PANEL

STAINLESS STEEL SINK, SEE PLUMB.

BASE, AS SCHED.

2' - 1"

9"

MIN

.

7"

2' -

3"

2X BLOCKING

2' -

6"

1' -

8"

2' -

10

"

7' -

0"

PROVIDE LOCKS ON UPPER CABINETS, TYP.

1' - 0 1/2"


FIRST FLOORELEV. 0"

3/4" CABINET BACKER


ADJ. SHELF

PL-1

1X BLOCKING


PL-1 APRON WITH MATCHING EGDGEBAND


MAX.

8"


STAINLESS STEEL SINK, SEE PLUMB.

BASE, AS SCHED.

2' - 1"

9"

MIN

.

7"

2' -

3"

PL-1 CLAD SOFFIT


1' - 3"


2' -

6"

1' -

8"

2' -

10

"

2X BLOCKING

FIRST FLOORELEV. 0"

BASE AS SCHEDULED

SS-1 1X BLOCKING

3/4" MDF FINISHED WITH PL- 4

SS-1 COUNTER

PL- 4

10" 1' - 2"

1' - 7"

PL-1

(1) GROMMET

INSTALL POWER AND DATA IN MILLWORK SEE ELECTRICAL

PL- 3

3' -

6"

2' -

10

"

4"

5 1

/2"

8"

8"

3"

8"

1/4" BRUSHED SS REVEAL, TYP.

2"

2"

RAKKS BRACKET SPACED AS REQ'D. MOUNTED AT STUDS OR BLOCKING

3' -

4"

1' - 7"

3' -

0"

MA

X

8" MIN

6" MAX

2' -

3"

MIN

SWITCH

4' -

0"

ACCESSIBLE E.W.C.STANDARD E.W.C.

FIRE EXTINGUISHER

CABINET

ELECTRIC OUTLET

AND SWITCH

FOLDED PAPER

TOWEL DISPENSER

ACCESSIBLE LAV.

AND ACCESSORIES

6' -

6"

STANDARD

URINAL

SHELF WITH MOP HOOKS

STANDARD MOUNTING HEIGHTS

MOUNT MIN. 8" ABOVECOUNTER TOPS

DISPENSING PT.

MIRROR W/SAFETY GLASS

SOAP DISPENSER

PROTECTIVE ENCLOSURE2

'-3"

MIN

.

2' -

10"

MA

X.

3' -

4"

3'-8

" M

IN U

.O.N

4' -

0"

MA

X.

1' -

6"

TY

P. U

.O.N

.

1' -

3"

MIN

4' -

0"

MA

X

4' -

3"

2' -

0"

3' -

8"

MA

X

1' -

5"

MA

X

9"

MIN

4' -

6"

SANITARY NAPKIN /

TAMPON DISPENSER

PAPER TOWEL ROLL

DISPENSER AND DISPOSAL

4' -

0"

MA

X

OPERATING PT.

WASTE CAN

ACCESSIBLE TOILET

BACK WALL

3'-0

" M

AX

2' -

9"

MIN

6" +/- 3' - 0" MIN.

ACCESSIBLE TOILET

SIDE WALL

1' -

6"

3'-0

" M

AX

2' -

9"

MIN

3' -

4"

1' -

6"3' - 4"

MAX1' - 0" 3' - 6" MIN.

4' - 6" MIN.

1' - 4"

ACCESSIBLE

URINAL

1 1

/2"

MIN

TO

CO

I N S

LO

T

3' -

8"

1' - 0" MIN2' - 0" MIN

9" MAX7" MIN

FOLDING SHOWERSEAT

"L" SHAPED HANDICAP GRAB BAR

SHOWER CURTAIN ROD

ACCESSIBLE SHOWER

BACK WALL

2' -

9"

6' -

6"

ACCESSIBLE SHOWER

CONTROL LOCATION

2' -

9"

3' -

2"

MA

X

4' -

0"

MA

X

1' - 3" MAXCL

SIZE

1' -

6"

5' -

0"

1' -

0"

2' - 0" MIN

O.H. BRACE

6" MIN

URINAL SCREEN

1 1

/2"

MIN

COORD FLUSH VALVE HTW/ GRAB BAR MOUNTING

ACCESSIBLE DRINKING

FOUNTAIN

3' -

3"

2' -

10

"

2' -

10"

MIN

.

ELECTRIC

HAND DRYER

FIRST FLOORELEV. 0"


INTERGRAL SINK, SEE PLUMB.

BASE, AS SCHED.

SS-1 W/ 4" BACK AND SIDE SPLASH

8" MAX.

9"

MIN

.

BULLNOSE EDGE

EXISTING WALL TO REMAIN, PATCH AND REPAIR AS REQ'D


7"

2' -

3"

2' - 1"

1X BLOCKING

2X BLOCKING

EXISTING MIRROR TO REMAIN

FIRST FLOORELEV. 0"

3/4" CABINET BACKER

WALL, SEE TYPES

PL-1 CLAD SOFFIT


ADJ. SHELF

PL-1

1X BLOCKING


PL-1

TOE KICK W/ BASE, AS SCHED.

2X WOOD BLOCKING

ADJ. SHELVES

PROVIDE LOCKS ON ALL BASE CABINETS AND DRAWERS


1' - 0 1/2"

2' -

6"

1' -

4"

4"

2' -

10

"

7' -

0"


SOAP DISPENSER (BY OWNER)


FIRST FLOORELEV. 0"

3/4" CABINET BACKER


ADJ. SHELF

PL-1

1X BLOCKING

PL-1

2' - 1"

PL-1 CLAD SOFFIT




2X WOOD BLOCKING

1' - 3"

ADJ. SHELF

7' -

0"

2' -

6"

1' -

8"

2' -

10

"


EQUIPMENT, N.I.C.


FIRST FLOORELEV. 0"

SLIDING GLASS TRANSACTION WINDOW

GWB, PATCH AND REPAIR WALL AS REQUIRED TO ACCOMODATE NEW TRANSACTION WINDOW


PL-2 TRANSACTION TOP

BASE AS SCHEDULED

PL-2 COUNTERTOP

3/4" PLYWOOD SUBSTRATE

GROMMETS

1' - 0"

4' -

0"

2' -

10

"


RAKKS BRACKET SPACED AS REQ'D. MOUNTED AT STUDS OR BLCOKING

WIRE CHASE IN SUPPORT BRACKET

2' - 0"

2' -

6"

5"

B

SEALANT, ALLSIDES, TYP.

FIRST FLOORELEV. 0"





BASE AS SCHEDULED

PL-2 COUNTERTOP

3/4" PLYWOOD SUBSTRATE

WIRE CHASE IN SUPPORT BRACKET

GROMMETS



2' -

6"

2' - 0"


2' -

10

"4

' -

0"

4" MAX.

PL-4

A

FIRST FLOORELEV. 0"

1X BLOCKING

PL- 4

8"

8"

8"

2' - 0"

3/4" MDF FINISHED WITH PL- 4

BASE AS SCHEDULED

SS-1 COUNTER

3"

4"


2"

FIRST FLOORELEV. 0"




BASE AS SCHEDULED


1' - 0"

4' -

0"

2' -

10

"



EQ.EQ.


B

DEDC, LLC



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2021


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


Rittenhouse Station


Newark, DE 19711

302.369.3700




As indicated

3/3

1/2

021

9:3

6:5

8 A

MC

:\U

se

rs\jd

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race\D

ocu

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\202

01

79

00_

jdeg

race

FX

JN

W.r

vt

A401

ENLARGED PLANSAND SECTIONS

AMCJAD

04/01/2021

2020179.00




SCALE: 3/4" = 1'-0"3SECTION - FOLDING PARTITION -CLASSROOM 216 AND 217

SCALE: 3/4" = 1'-0"4SECTION - DIALYSIS LAB 212, 213- CASEWORK - ADA SINK

SCALE: 3/4" = 1'-0"6SECTION - BREAK ROOM - 207 -ADA SINK

SCALE: 3/4" = 1'-0"1SECTION - VESTIBULE 200 -MILLWORK @ COUNTER

SCALE: 3/4" = 1'-0"8SECTION - RESTROOMS 215 &222 - ADA INTERGRAL SINK

SCALE: 3/4" = 1'-0"5SECTION - DIALYSIS LAB 212, 213- CASEWORK - CASEWORK

SCALE: 3/4" = 1'-0"7SECTION - BREAK ROOM - 207 -CASEWORK

SCALE: 3/4" = 1'-0"10SECTION - LAB 219 -TRANSACTION WINDOW

SCALE: 3/4" = 1'-0"9SECTION - OFFICE 229 -TRANSACTION WINDOW

SCALE: 3/4" = 1'-0"2

SECTION - VESTIBULE 200 -CASEWORK - MILLWORK @ ADACOUNTER

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

0' 6" 1' 3'2'

SCALE: 3/4" = 1'-0"11SECTION - LABS 211A AND 211B -TRANSACTION WINDOW

ISSUED:

ISSUED

FOR BIDDING

04/01/21





DOOR SCHEDULE LEGEND-ALUM, ALCWFGHMIGLAMPTSCWDSFSSTSTL TEMPSTD.

NONE (IE., NOT APPLICABLE OR FACTORY FINISHED)ALUMINUMCURTAINWALLFIRE PROTECTION/FIRE-RESISTANCE RATED GLAZINGHOLLOW METALINSULATED GLAZINGLAMINATED GLAZINGPAINTEDSOLID CORE WOOD DOORSTOREFRONTSTAINLESS STEELSTEELTEMPERED GLAZINGSTAINED

DOOR SCHEDULE NOTES1. NEW DOOR, FRAME AND HARDWARE.2. NEW DOOR LEAF AND HARDWARE. FRAME TO REMAIN. PAINT

FRAME TO MATCH NEW WORK. 3. SEE A601 FOR STOREFRONT ELEVATIONS.4. REFER TO GLAZING NOTES LEGEND FOR GLAZING

INFORMATION.

GLAZING NOTES LEGEND 1. GLAZING SHALL BE TEMPERED IN DOORS, BORROW LIGHTS,

SIDE LIGHTS, AND AS REQUIRED BY CODE, AND AS INDICATED2. GLAZING SHALL BE SAFETY LAMINATED AS REQUIRED BY

CODE, AND AS INDICATED.

FIRST FLOORELEV. 0"

G1

5' - 1"

2"

3' - 0" 2"

1' - 7" 2"

2"

10"

2"

6' -

10

"

2"

8' -

2"

FIRST FLOORELEV. 0"


A

2' -

10

"4

' - 0

"

6' - 0"

SLIDER

3' - 0"

FIXED GLASS

3' - 0"

FIRST FLOORELEV. 0"

2"

6' -

10

"

2"

2"3' - 0"

2"1' - 6"

2"

G1

5' - 0"

7' -

2"

WIDTH

HE

IGH

T

A B - SEE DOOR SCHED & SPECIFICATION FOR GLAZING TYPE

C - SEE DOOR SCHED & SPECIFICATION FOR GLAZING TYPE

WIDTH

HE

IGH

T

WIDTH

HE

IGH

T

6" 6"

3' -

6"

VA

RIE

S8

"

6" 6"

10"

2' -

2"

6"

VA

RIE

S8

"

NOTE: GLAZING SHALL BE TEMPERED IN DOORS, SIDELIGHTS, AND AS REQUIRED BY CODE

G1

G1

G1

SEE SCHED.

SE

E S

CH

ED

.

1

FRAME TYPES

DOOR TYPES

SEE SCHED. 2' - 6"

SE

E S

CH

ED

.

2

G1

FIRST FLOORELEV. 0"


GLASS GUIDES, TYP.

2' -

10

"4

' - 0

"

3' - 0"

SLIDING GLASS

B

EXISTING WALL TO REMAIN 3 5/8" CFM STUDS

@ 16" O.C.

5/8" GWB

ALIGN FINISHED FACES, PATCH AND SAND SMOOTH TO RECIEVE NEW FINISH AS SCHEDULED


6" CFM STUDS@ 16" O.C.

5/8" GWB

ALIGN FINISHED FACES, PATCH AND SAND SMOOTH TO RECIEVE NEW FINISH AS SCHEDULED

DOOR TO REMAIN, SECURE DOOR FROM INTERIOR PRIOR TO WALL INFILL

BACKER ROD AND SEALANT, ALLSIDES, TYP.

BATT INSULATION

TREATED WOODBLOCKINGTRANSITION MEMBRANE

BUILDING WRAP

1/2" GYPSUM SHEATHING

3 5/8" CFM STUDS@ 16" O.C.

5/8" GWB

BACKER ROD AND SEALANT, ALLSIDES, TYP.


EXISTING STOREFRONTTO REMAIN

FIRST FLOORELEV. 0"

2' -

10

"5

' - 0

"

G2

2' - 0"

DEDC, LLC



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2021


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


Rittenhouse Station


Newark, DE 19711

302.369.3700




As indicated

4/1

/20

21 1

2:2

0:1

7 P

MC

:\U

se

rs\a

ca

mper\

Do

cum

ents

\202

01

79

00

_aca

mpe

r@b

ecke

rmo

rga

n.c

om

. rvt

A601

DETAILS, DOOR ANDWINDOW TYPES ANDSCHEDULE

AMCJAD

04/01/2021

2020179.00




DOOR SCHEDULE

MARK

DOOR FRAME

FIRERATING

HDWESET COMMENTS

SIZE

MATL TYPE FIN GLAZUNDER

CUT MATL TYPE FINWIDTH HT THICK

FIRST FLOOR

200/1 6' - 0" 7' - 0" 1 3/4" ALUM C FAC. - 0" ALUM - - - EXG EXISTING TO REMAIN

200/2 3' - 0" 7' - 0" 1 3/4" ALUM C TEMP 0" ALUM SF-1 - 1 SF-1

201/1 3' - 0" 7' - 0" 1 3/4" ALUM C FAC. TEMP 0" ALUM SF-2 FAC. - 1 SF-2

202/1 3' - 0" 7' - 0" 1 3/4" SCWD B STD. TEMP 0" HM - PT - 2 NOTE 2



206A/1 6' - 0" 7' - 0" 1 3/4" SCWD A STD. - 0" HM - PT - 4 NOTE 2


207A/1 3' - 0" 7' - 0" 1 3/4" SCWD A STD. - 0" HM - PT - 7 NOTE 2

208/1 3' - 0" 7' - 0" 1 3/4" SCWD B STD. TEMP 0" HM 1 PT - 2 NOTE 1


211A/1 3' - 0" 7' - 0" 1 3/4" SCWD B STD. TEMP 0" HM 2 PT - 2 NOTE 1

211B/1 3' - 0" 7' - 0" 1 3/4" SCWD B STD. TEMP 0" HM 2 PT - 2 NOTE 1





217/1 3' - 0" 7' - 0" 1 3/4" SCWD B STD. TEMP 0" HM 1 PT - 11 NOTE 1 W/ PANIC EGRESS HARDWARE

217/2 5' - 0" 7' - 0" 1 3/4" - - STD. - 0" HM - PT - EXG EXISTING TO REMAIN W/ PANIC EGRESSHARDWARE


218/2 6' - 0" 7' - 0" 1 3/4" - A STD. - 0" HM - - - 9 EXISTING TO REMAIN


222/1 3' - 0" 7' - 0" 1 3/4" SCWD A STD. - 0" HM - PT - 5 NOTE 2


223/2 3' - 0" 7' - 0" 1 3/4" SCWD A STD. - 0" HM 1 PT - 7 NOTE 1







231/1 3' - 0" 7' - 0" 1 3/4" PT A STD. 0" HM 1 PT - 10 NOTE 1 - EXTERIOR DOOR

SF-1

SF-2SCALE: 1/4" = 1'-0"

0' 2' 4' 8'

SCALE: 1 1/2" = 1'-0"1JAMB DETAIL @ WALL INFILL,TYP.

SCALE: 1 1/2" = 1'-0"2JAMB DETAIL @ CNA LAB - 218 -WALL INFILL

SCALE: 1 1/2" = 1'-0"3JAMB DETAIL @ INTERIOR/EXTERIOR WALL INTERSECTION

ISSUED:

ISSUED

FOR BIDDING

04/01/21

SF-3





Set 1:(Coordinate with Storefront Manufacturer) 3 Hinge 1 Storeroom Lockset 1 Small Format Inter Core 1 Door Closer/Stop1 Electric Strike (By security vendor) 1 Card Reader, Fail Safe (By Security Vendor1 Power Supply (By security vendor) Notes: Connect power supply to fire alarm.Electronic Operation: Card reader unlocks outside trim. In case of power loss, door trim becomes unlocked. Free egress at all times.

Doors: 200/2, 201/1

Set 2:3 Hinge 1 Classroom Lockset1 Small Format Inter Core 1 Door Stop 1 Kick Plate 3 Silencer

Doors: 202/1, 204/1, 205/1, 208/1, 209/1, 211A/1, 211B/1, 212/1, 213/1, 214/1, 216/1, 217/1, 218/1, 219/1

Set 3:3 Hinge 1 Passage Latchset 1 Kick Plate 1 Door Closer / Overhead Stop 3 Silencer

Door: 207/1

Set 4:6 Hinge 1 Storeroom Lockset 1 Small Format Inter Core 3 Silencers 1 Flush bolt

Door: 206A/1

DOOR HARDWARE SCHEDULE

Set 5:3 Hinge 1 Push Plate 1 Pull 1 Kick Plate 1 Door Closer / Overhead Stop 3 Silencer

Doors: 215/1, 222/1

Set 6:3 Hinge 1 Passage Latchset 1 Kick Plate 1 Door Stop3 Silencer

Door: 223/1

Set 7:3 Hinge 1 Storeroom Lockset1 Small Format Inter Core 1 Door Closer 1 Kick Plate 1 Door Stop3 Silencer

Doors: 207A/1, 223/2, 227/1, 230/1

Set 8:3 Hinge1 Office Lockset 1 Small Format Inter Core 1 Door Stop 1 Kick Plate3 Silencers

Doors: 225/1, 226/1, 228/1, 229/1

Set 9:2 Blank Push Plates

Door: 218/2

Existing door to remain, replace exterior pulls with blank plates on exteior. Latch and lock door from interior prior to infillng interior wall.

Set 10:3 Hinge1 Storeroom Lockset 1 Small Format Inter Core 1 Door Closer 1 Kick Plate1 Threshold 1 Door Sweep 3 Silencers

Door: 231/1 (Exterior)

Set 11:3 Hinge 1 Exit device push bar with passage latch set 1 Door Closer 1 Kick Plate 3 Silencers

Door: 217/1

FIRST FLOORELEV. 0"

6

A401

2' -

6"

1' -

4"

3' -

2"

FILLER

3' - 3" 3' - 3" 3' - 0" 1' - 6"

V.I.F.

2' - 7 1/2"

7

A401

ADJ. SHELF

PL-1

PL-1

PL-1 CLAD SOFFIT PT, AS SCHEDULED





FILLER

NO DOOR

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

FILLER

BASE AS SCHEDULED

EQUIPMENT, N.I.C.

FRIDGE, N.I.C.


FIRST FLOORELEV. 0"

4

A401

2' -

6"

1' -

4"

4"

2' -

10

"

FILLER

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

5

A401

ADJ. SHELF

PL-1

PL-1

PL-1 CLAD SOFFIT





DIALYSISMACHINE, N.I.C.


FILLER

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

DIALYSISCHAIR, N.I.C.


PT, AS SCHEDULED

FIRST FLOORELEV. 0"

2' -

6"

1' -

4"

4"

2' -

10

"

1' - 6" 3' - 0" 1' - 6"

ADJ. SHELF

PL-1

PL-1

PL-1 CLAD SOFFIT






PT, AS SCHEDULED

1' - 6" 3' - 0"1' - 6"

4

A401

5

A401


FIRST FLOORELEV. 0"

4' -

4"

2' -

6"

BASE AS SCHEDULED

PL-2 COUNTERTOP



DOOR, AS SCHEDULED

PT, AS SCHEDULED

10

A401

FIRST FLOORELEV. 0"

2' - 0"

RAKKS BRACKET SPACED AS REQ'D. MOUNTED AT STUDS OR BLOCKING

PL-2 COUNTERTOP

2' -

10

"

PT, AS SCHEDULED

BASE, AS SCHEDULED

FIRST FLOORELEV. 0"

BASE AS SCHEDULED

TRANSACTION COUNTERTOP

SS-1 COUNTER

PL-3

EXISTING MONITOR TO REMAIN

PL-4

1' - 0"

6' - 11 3/8" - V.I.F.

1' - 0" 1' - 0"

7' - 11" - V.I.F.

1' - 0"

PT BEYOND1/4" TYP. REVEAL,

2 1

/2"

PT

BE

YO

ND

1/4

" T

YP

. R

EV

EA

L,

3' -

6"


1 X 3 CHAIR RAIL, PL- 4

1 X 3 BASE, PL- 4

PL- 4

FIRST FLOORELEV. 0"

BASE AS SCHEDULED

PL-2 COUNTERTOP



PT, AS SCHEDULED

9

A401

FIRST FLOORELEV. 0"

2' - 0" MIN. EQUIP. W/ OWNER

5' - 6" COORD. 1' - 6" 2' - 9"

FILLER

2' -

10

"

4"

1' -

4"

2' -

6"

ADJ. SHELF

PL-1

PL-1

PL-1 CLAD SOFFIT





PT, AS SCHEDULED

COPIER (N.I.C.)

SHRD.(N.I.C.)

BASE, AS SCHEDULED

2' - 10"1' - 6"

DOOR, AS SCHEDULED

FIRST FLOORELEV. 0"

1' -6" MIN.

2' - 0"3' - 3"3' - 3"

FILLER

2' -

6"

1' -

4"

4"

2' -

10

"

ADJ. SHELF

PL-1

PL-1

PL-1 CLAD SOFFIT





PT, AS SCHEDULED

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

FIRST FLOORELEV. 0"

1

A401

STOREFRONT, AS SCHEDULED (BEYOND)

WALL BEYOND

BASE AS SCHEDULED

SS-1 COUNTER

PL- 3

SIGNAGE, REFER TO OWNER'S STANDARDS FOR GUIDLINES AND RESTRICTIONS, SEE DETAIL A701/16 (BEYOND)

PL- 4

2

A401


PL-4

PT, AS SCHEDULED

PL- 4 (BEYOND)

1 X 3 CHAIR RAIL, PL- 4 (BEYOND)

1 X 3 BASE, PL- 4 (BEYOND)

2 1

/2"

PT

BE

YO

ND

1/4

" T

YP

. R

EV

EA

L,

3' -

6"

FIRST FLOORELEV. 0"

8

A401



BASE, AS SCHED.


BULLNOSE EDGE


PT, AS SCHEDULED

V.I.F.

5' - 0"

EXISTING TOLIET PARTITION TO REMAIN


FIRST FLOORELEV. 0"

2' -

10

"

10' - 0"



BASE, AS SCHED.


BULLNOSE EDGE


PT, AS SCHEDULED 8

A401


FIRST FLOORELEV. 0"

15' - 3"

1' -

2"

3' -

6"

3' -

6"

9' - 5" - V.I.F.5' - 10" - V.I.F.

4' - 8" 4' - 8"

PT, AS SCHEDULED

SIGNAGE, REFER TO OWNER'S STANDARDS FOR GUIDLINES AND RESTRICTIONS, SEE DETAIL A701/16

PL-4

2 1

/2"

PT

BE

YO

ND

1/4

" T

YP

. R

EV

EA

L,

3' -

6"

STOREFRONT, AS SCHEDULED

PL- 4


1 X 3 BASE, PL- 4

FIRST FLOORELEV. 0"

9

A401

1' - 0"

EQ.

1' - 0"

EQ.

1' - 0"


3' -

6"

PT, AS SCHEDULED

PL- 4

2 1

/2"

PT

BE

YO

ND

1/4

" T

YP

. R

EV

EA

L,

3' -

6"

PL- 4


1 X 3 BASE, PL- 4

9' - 11 1/2" 3' - 0" 3' - 0"

FIRST FLOORELEV. 0"

1' - 11" NO PANELS 1' - 11"

PT, AS SCHEDULED

EXISTING EXTERIOR STOREFONT TO REMAIN

FE(E) TO REMAIN

PL- 4

EXISTING CEILINGTO REMAIN

3' -

6"

PT

BE

YO

ND

1/4

" T

YP

. R

EV

EA

L,

2 1

/2"

PL- 4


1 X 3 BASE, PL- 4

FIRST FLOORELEV. 0"

6' -

10

"

1' - 11"SIGNAGE TO BE PER DELAWARE TECHNICAL COMMUNITY COLLEGE SIGNAGE STANDARDS

2" RAISED LETTERING, TYPE, FINISH AND STYLE TO BE PER DELAWARE TECHNICAL COMMUNITY COLLEGE SIGNAGE STANDARDS

1"

45.0

0°

11"

11"

DEDC, LLC



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2021


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


Rittenhouse Station


Newark, DE 19711

302.369.3700




As indicated

3/3

1/2

021

9:3

7:0

0 A

MC

:\U

se

rs\jd

eg

race\D

ocu

me

nts

\202

01

79

00_

jdeg

race

FX

JN

W.r

vt

A701

INTERIORELEVATIONS

BJCJAD

04/01/2021

2020179.00




SCALE: 1/4" = 1'-0"1BREAK ROOM - 207 - INTERIORELEVATION

SCALE: 1/4" = 1'-0"2LAB TYP. - 212, 213 - INTERIORELEVATION

SCALE: 1/4" = 1'-0"3PHLEBOTOMY LAB - 214 -INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"5CCMAA LAB 219 - INTERIORELEVATION - A

SCALE: 1/4" = 1'-0"6CCMAA LAB 219 - INTERIORELEVATION - B

SCALE: 1/4" = 1'-0"11INTERIOR ELEVATION -VESTIBULE 200 - MILLWORK - A

SCALE: 1/4" = 1'-0"4INTERIOR ELEVATION - OFFICE229

SCALE: 1/4" = 1'-0"7INTERIOR ELEVATION - COPY/WORK ROOM 223 - A

SCALE: 1/4" = 1'-0"8INTERIOR ELEVATION - COPY/WORK ROOM 223 - B

SCALE: 1/4" = 1'-0"12INTERIOR ELEVATION -VESTIBULE 200 - MILLWORK - B

SCALE: 1/4" = 1'-0"10ELEVATION - RESTROOM 222 -ADA INTERGRAL SINK

SCALE: 1/4" = 1'-0"9ELEVATION - RESTROOM 215 -ADA INTERGRAL SINK

SCALE: 1/4" = 1'-0"13INTERIOR ELEVATION -VESTIBULE 200 - WALL - NORTH

SCALE: 1/4" = 1'-0"14INTERIOR ELEVATION -VESTIBULE 200 - WALL - WEST

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

0' 2' 4' 8'

SCALE: 1/4" = 1'-0"15INTERIOR ELEVATION -VESTIBULE 200 - WALL - SOUTH

SCALE: 1/2" = 1'-0"16SIGNAGE DETAIL - VESTIBULE200

ISSUED:

ISSUED

FOR BIDDING

04/01/21





SHEET No. SHEET TITLE DTCC HEALTHCARE CENTER OF...a101 1 sim sf-1 1i name 101 1 a101 sim 101 1 a101 sim 0 structural grid lines section elevation details in plan, section wall type,

Documents