pleasant valley elementary school...401 east winding hill road mechanicsburg, pennsylvania 17055...

CRABTREE, ROHRBAUGH & ASSOCIATES - ARCHITECTS401 EAST WINDING HILL ROAD

MECHANICSBURG, PENNSYLVANIA 17055Phone: (717) 458−0272

Fax: (717) 458−0047

M.E.P ENGINEER

www.cra−architects.com

PLEASANT VALLEY ELEMENTARY

SCHOOL

SECURITY IMPROVEMENTS AT

WASHINGTON COUNTY PUBLIC SCHOOLS, MD

CRA PROJECT No. 2927.3

APRIL 6, 2016

WCPS BID NO. 2016-60

ALBAN ENGINEERING, INC.

303 INTERNATIONAL CIRCLE, SUITE 450HUNT VALLEY, MD 21030

(410) 842−6411www.albanengineering.com

INTERIOR STUD WALL TYPES

3-5/8" METAL STUDS AT 16" O.C.

S1

5/8" GYPSUM WALLBOARD

3-5/8" METAL STUDS AT 16" O.C.

S2

5/8" GYPSUM WALLBOARD (BOTH SIDES)

SOUND ATTENUATIONBLANKET

PROJECT

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01 MM-DD-YR DESCRIPTION OF CHANGESNAME

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ALL REPORTS, PLANS SPECIFICATIONS AND COMPUTER FILES RELATING TO THIS

PROJECT ARE THE PROPERTY OF CRABTREE, ROHRBAUGH & ASSOCIATES.

CRABTREE ROHRBAUGH & ASSOCIATES RETAINS ALL COMMON LAW, STATUTE AND

OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. REPRODUCTION

OF THE MATERIAL HEREIN OR SUBSTANTIAL USE WITHOUT WRITTEN PERMISSION OF

CRABTREE, ROHRBAUGH & ASSOCIATES VIOLATES THE COPYRIGHT LAWS OF THE

UNITED STATES AND WILL BE SUBJECT TO LEGAL PROSECUTION.

© CRABTREE, ROHRBAUGH & ASSOCIATES, INC 2014, 2015

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GENERAL INFORMATION

APRIL 6, 2016

2927.3

CS.2

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DRAWING LIST

Sheet

Numb

er Sheet Name

MECHANICAL/ELECTRICAL

CS.2 GENERAL INFORMATION

DEMOLITION

D1.1 PARTIAL FIRST FLOOR DEMOLITION PLAN

ARCHITECTURAL

A1.1 PARTIAL FIRST FLOOR PLAN

A6.1 FRAME ELEVATIONS AND DETAILS

MECHANICAL/ELECTRICAL

ME1.1 LEGEND, ABBREVIATIONS & CONVENTIONS

ME1.2 PARTIAL FIRST FLOOR PLAN, POWER RISER DIAGRAM AND PANEL SCHEDULES

ME2.1 SPECIFICATIONS

ABV ABOVEAC ACOUSTICALACT ACOUSTICAL CEILING TILEAED AUTOMATED EXTERNAL DEFIBRILLATORAFF ABOVE FINISH FLOORALUM ALUMINUMALT ALTERNATEAP ACCESS PANELARCH ARCHITECT(URAL)

BD BOARDBIT BITUMINOUSBLDG BUILDINGBLK BLOCK(ING)BM BENCH MARKBOT BOTTOMBRG BEARINGBSMT BASEMENT

CLR CLEARCL CENTERLINECJ CONTROL JOINTCLG CEILINGCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONT CONTINUOUSCONST CONSTRUCTIONCONTR CONTRACTORCOORD COORDINATECT CERAMIC TILE

DEMO DEMOLITIONDET DETAILDF DRINKING FOUNTAINDIM DIMENSIONDN DOWNDR DOORDS DOWNSPOUTDWG DRAWING

EA EACHEC ELECTRICAL CONTRACTOREJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATORENT ENTRANCEEQ EQUALEQUIP EQUIPMENTEX EXISTINGEXP EXPOSEDEXT EXTERIOREW EACH WAY

FD FLOOR DRAINFE FIRE EXTINGUISHER (CABINET)FFE FINISHED FLOOR ELEVATIONFIN FINISH(ED)FL FLOORFRP FIBERGLASS REINFORCED PANELFRT FIRE RETARDANTFT FOOT or FEET

GA GAUGEGALV GALVANIZEDGC GENERAL CONTRACTORGFCMU GROUND FACE CONCRETE MASONRY UNITGL GLASSGCMU GLAZED CONCRETE MASONRY UNITGWB GYPSUM WALL BOARDGWBAR GYPSUM WALL BOARD ABUSE RESISTANTGWBMR GYPSUM WALL BOARD MOISTURE RESISTANTGWBFR GYPSUM WALL BOARD FIRE RATED

HC HANDICAPPEDHDW HARDWAREHGT HEIGHTHP HIGH POINTHM HOLLOW METALHORIZ HORIZONTALHVAC HEATING, VENTILATION &

AIR CONDITIONING

ID INSIDE DIAMETERINFO INFORMATIONINSUL INSULATIONINT INTERIORINV INVERT

JST JOISTJT JOINT

KIT KITCHEN(ETTE)

LAM LAMINATELAV LAVATORYLB POUNDLF LINEAL FEETLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLP LOW POINT

MFR MANUFACTURERMAT MATERIALMAX MAXIMUMMC MECHANICAL CONTRACTORMECH MECHANICALMEP MECHANICAL, ELECTRICAL, PLUMBINGMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMTD MOUNTED or MOUNTING

NIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETEROPNG OPENINGOPP OPPOSITE

PTN PARTITIONPC PLUMBING CONTRACTORPL PLATEPLAM PLASTIC LAMINATEPLWD PLYWOODPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPTD PAINTED

QT QUARRY TILE

R RISER or RADIUSRD ROOF DRAINREC RECESSEDRECT RECTANGLEREINF REINFORCED or REINFORCINGREQD REQUIREDRM ROOMRO ROUGH OPENINGRWC RAIN WATER CONDUCTOR

SCH SCHEDULESECT SECTIONSF SQUARE FEETSFCMU SPLIT FACE CONCRETE MASONRY UNITSFRM SPRAY-APPLIED FIRE RESISTIVE MATERIALSH SHEATHINGSIM SIMILARSJ SCORE JOINTSPECS SPECIFICATIONSSQ SQUARESS STAINLESS STEELSTD STANDARDSTR STRUCTURALSYN SYNTHETIC

T TREADTG TEMPERED GLASSTHK THICK(NESS)TOM TOP OF MASONRYTOP TOP OF PLANKTOS TOP OF STEELTYP TYPICAL

UL UNDERWRITERS LABORATORIESUNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILEVERT VERTICALVIF VERIFY IN FIELD

WP WATERPROOFINGW/ WITHWD WOODWG WIRE GLASS

ARCHITECTURAL ABBREVIATIONS

THIS ABBREVIATION LIST IS A STANDARD AND NOT ALL ABBREVIATIONSARE NECESSARILY USED ON THIS PROJECT

ABBREVIATION

SYMBOLS@ ATC CENTER LINEØ DIAMETER+/- PLUS OR MINUS

L

UNDISTURBED EARTH

CONTROLLED FILL

CONCRETE

GRANULAR FILL

CONC MASONRY UNIT

FACE MASONRY UNITS

WOOD BLOCKING

RIGID INSULATION

BATT INSULATION

MATERIALS SYMBOLS

LEGEND

ARCHITECTURAL DRAWING

NO. DESIGNATIONS

A1.1

A2.1

A3.1

A4.1

A5.1

A6.1

I4.1

I7.1

INDICATES FLOOR PLANS

INDICATES SHEET NUMBER








INDICATES ELEVATIONS

INDICATES SECTIONS

INDICATES LARGE SCALE PLANS

INDICATES GENERAL DETAILS

INDICATES SCHEDULES AND FRAME ELEVATIONS

INDICATES INTERIOR LARGE SCALE LAYOUTS

INDICATES FLOOR PATTERN LAYOUTS

A

A3.5

A

A3.5

A

A5.1

A

A3.5

I4.6

C

A101

W1

W1

A101

OFFICE

SECTION

SECTION OR DETAIL NO.

SHEET NO.

SECTION INDICATOR

BUILDING SECTION SHEET NO.

DETAIL NO.

DETAIL SHEET NO.

ELEVATION NO.

ELEVATION SHEET NO.

DOOR NUMBER

WINDOW ELEVATION

WALL IDENTIFICATION

SECTION OR DETAIL NO.

DETAIL SHEET NO.

ROOM NAME

BLDG. & ROOM NO.

BUILDING SECTION

DETAIL

INTERIOR ELEVATION

DOOR TAG

WINDOW TAG

WALL TYPE TAG

MILLWORK SECTION

ROOM TAG

NORTH ARROW

GENERAL NOTES: WALL TYPES

1. ALL INTERIOR WALLS WHICH ARE NOT TAGGED OR OTHERWISE DETAILED ARE EXISTING TO REMAIN.

2. ALL WALLS SHALL EXTEND TO WITHIN 2" OF UNDERSIDE OF FLOOR, ROOF OR ROOF STRUCTURE.AT ALL NON-RATED WALLS, INSTALL COMPRESSIBLE FILLER IN JOINT BETWEEN TOP OF PARTITIONAND UNDERSIDE OF STRUCTURE ABOVE. AT ALL FIRE-RATED WALLS, INSTALL FIRESTOPPING IN JOINTBETWEEN TOP OF PARTITION AND UNDERSIDE OF STRUCTURE ABOVE.

3. PROVIDE THROUGH-PENETRATION FIRE STOP SYSTEMS FOR ALL BUILDING UTILITIES PENETRATINGFIRE-RESISTANCE RATED WALL ASSEMBLIES. RATED AT THE SAME FIRE-RESISTANCE RATING AS THEASSEMBLIES IN WHICH IT IS PENETRATING. OPENINGS IN FIRE-RATED ASSEMBLIES SHALL BE LIMITEDTO MINIMUM SIZES TO ACCOMMODATE PENETRATIONS TO ENSURE MAXIMUM INTEGRITY OF THEASSEMBLIES FIRE-RATING.

4. AT STUD WALLS WITH GYPSUM WALL BOARD, PANELS TO EXTEND TO UNDERSIDE OF DECK ABOVEUNLESS NOTED OTHERWISE.

5. REFER TO CODE ANALYSIS PLAN FOR LOCATION AND EXTENT OF FIRE-RESISTANCE-RATEDASSEMBLIES.

6. SEE DETAILS AND ELEVATIONS FOR FURTHER DETAIL OF WALL CONSTRUCTION.

BID

NO

. 2016-6

0

3

2

1

3

4

7' - 11" 7' - 11"

5

5

PROJECT

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PARTIAL FIRST FLOORDEMOLITION PLAN

APRIL 6, 2016

2927.3

D1.1

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1/8" = 1'-0"D1.1

1 DP01 - Partial First Floor Demolition Plan

DEMOLITION LEGEND

TAG DEMOLITION NOTE

1 REMOVE AND DISPOSE OF EXSITING VCT FLOORING AND MASTIC TO THE EXTENT REQUIRED FOR NEW WORK, PREPARE SUBFLOOR FOR NEW FINISHES. REFER TO ROOM FINISH SCHEDULE. PATCH AND REPAIR VCT AFTER INSTALLATION OF NEW PARTITION.

2 REMOVE AND DISPOSE OF EXISTING G.W.B., METAL FURRING AND CMU AS REQUIRED FOR NEW WINDOW. OPENING TO BE LARGE ENOUGH TO INSTALL NEW STEEL LINTEL. PATCH AND REPAIR G.W.B. AND CMU AS REQUIRED AFTER INSTALLATION OF WINDOW.

3 REMOVE AND DISPOSE OF EXISTING DOOR, FRAME, VISION UNITS, GLAZING, ASSOCIATED HARDWARE AND ANCHORAGE DEVICES. PATCH AND REPAIR DISTRUBED SURFACES TO MATCH ADJACENT SURFACES.

4 REMOVE AND DISPOSE OF EXISTING LIGHT FIXTURE, PATCH AND REPAIR DISTURBED SURFACES TO RECEIVE NEW WORK.

5 REMOVE EXISTING SUSPENDED CEILING TILE AND GRID TO THE EXTENT REQUIRED FOR NEW WORK. PATCH AND REPAIR SUSPENDED CEILING TILE AND GRID AFTER INSTALLATION OF NEW PARTITION. REFER TO REFLECTED CEILING PLAN FOR EXTENT OF NEW CEILING.

1/8" = 1'-0"D1.1

2 CP01 - Partial First Floor Demolition Ceiling Plan

D1. DASHED LINES INDICATE GENERAL EXISTING CONSTRUCTION TO BE REMOVED.GENERAL CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS RELATING TO THE DEMOLITION REQUIRED FOR INSTALLATION OF NEW CONSTRUCTION SHOWN ELSEWHERE.

D2. SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR OTHER DEMOLITION WORK REQUIRED. ANY DEMOLITION OF MECHANICAL, ELECTRICAL,OR PLUMBING EQUIPMENT SHOWN ON THESE DRAWINGS, IS FOR COORDINATIONONLY. COORDINATE ALL WORK BY OTHER CONTRACTORS INCLUDING CAPPING ANDDISCONNECTING OF BUILDING SERVICES SUCH AS WATER, WASTE, ELECTRIC,DUCTWORK, ETC.

D3. BEFORE DEMOLITION AND THROUGHOUT CONSTRUCTION, GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW WITH OWNER'S REPRESENTATIVE ALL ITEMS BEING REMOVED BY THEIR TRADES. ALL ITEMS DESIGNATED DURING THIS REVIEW TO REMAIN OWNER'S PROPERTY, SHALL BEMAINTAINED IN GOOD CONDITION AND TURNED OVER TO OWNER. ALL ITEMS DESIGNATED TO BE REUSED AS PART OF NEW CONSTRUCTION SHALL BE MAINTAINED IN A REUSABLE CONDITION AND STORED ON SITE BY CONTRACTOR IN A CLEAN, DRY LOCATION UNTIL INSTALLATION. ALL REMAINING ITEMS AND MATERIALS DEEMED TO BE TRASH SHALL BE DISPOSEDOF PROPERLY BY LAW, OFF SITE BY THE RESPONSIBLE CONTRACTOR.

GENERAL DEMOLITION NOTES:

D4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING BUILDING DIMENSIONS AND CONDITIONS, INCLUDING FINISHES AND MATERIALS, SYSTEMS SHOWN AND DESIGNATED AS EXISTING ON CONTRACT DRAWINGS PRIOR TO STARTING DEMOLITION AND CONSTRUCTION. ANY DISCREPANCIES IN INFORMATION INDICATED ON CONTRACT DRAWINGS SHALL BE DIRECTED IN WRITING TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING OF DEMOLITION AND CONSTRUCTION. VERIFICATION OF CLEARANCES REQUIRED FOR ALL NEW EQUIPMENT, PIPING, DUCTWORK AND RELATED COMPONENTS SHALL BE THE CONTRACTORS RESPONSIBILITY.

D5. OWNER RESERVES THE RIGHT TO SALVAGE AND REMOVE ANY EXISTING ITEMSBEFORE START OF DEMOLITION WORK.

D6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY EXISTING LOAD BEARING WALLS AND PROVIDE TEMPORARY SHORING AND SUPPORT UNTILL NEW STRUCTURE CAN BE INSTALLED.

D7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ASBESTOSCONTAINING MATERIALS AND DISPOSING OF THEM OFF SITE IN ACCORDANCE WITH STATE LOCAL AND LAWS.

D8. IF EXSITING VCT FLOORING IS DISTRUBED OR DAMAGED DURING REMOVAL ORRELOCATION OF EXISTING CASEWORK, REMOVE AND PREPARE TO REPLACE TOMATCH EXISTING.

GENERAL ALTERATION NOTES:

R1. GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND RECORDING OFALL EXISTING BUILDING DIMENSIONS AND CONDITIONS RELATED TO THE WORK, INCLUDING BUT NOT LIMITED TO FINISHES, MATERIALS AND SYSTEMS SHOWN AND DESIGNATED AS EXISTING IN CONTRACT DOCUMENTS. ANY DISCREPANCIESFROM INFORMATION INDICATED ON CONTRACT DOCUMENTS SHALL BE DIRECTED TO THE ATTENTION OF THE ARCHITECT. VERIFICATION OF CLEARANCES REQUIRED FOR ALL NEW EQUIPMENT, PIPING, DUCTWORK, AND RELATED COMPONENTS SHALL BE THE CONTRACTORS RESPONSIBILITY.

R2. GENERAL CONTRACTORS RESPONSIBILITY TO REVIEW WITH THE OWNERSREPRESENTATIVE, ALL ITEMS REQUIRING REMOVAL BEFORE THE START OF WORK.OWNER RESERVES THE RIGHT TO SALVAGE ANY ITEM. ALL REMAINING ITEMSSHALL BE DISPOSED OF OFF SITE.

R3. WHERE EXISTING WALL OPENINGS ARE INDICATED TO BE CLOSED, USEMATERIALS AND FINISHES TO MATCH ADJACENT EXISTING FINISHES. MASONRYSHALL BE TOOTHED INTO THE EXISTING COURSING TO ACHIEVE A UNIFORM JOINTPATTERN TO MATCH THE EXISTING.

R4. ALL NEW MASONRY WALLS AND INFILLS THAT ARE IN CONTINUANCE WITH EXISTING MASONRY WALLS SHALL BE TOOTHED INTO THE EXISTING COURSING TO ACHIEVE A UNIFORM JOINT PATTERN TO MATCH THE EXISTING, FIELD VERIFY AND MATCH EXISTING WALL THICKNESS.

R5. IN ALL RENOVATED AREAS OF THE WORK, THE INTENT OF THESE CONTRACT DOCUMENTS IS TO PROVIDE A LEVEL OF QUALITY FOR ALL PATCHED SURFACESEQUAL TO THAT OF NEW SURFACES, INCLUDING BUT NOT LIMITED TO PLASTER,GYPSUM WALL BOARD AND MASONRY.

R6. ALL EXISTING MATERIALS AND FINISHES DISTURBED OR INTERRUPTED BY THEWORK SHALL BE REPLACED OR "FILLED IN" TO ACHIEVE UNIFORM COLOR, TEXTURE, PATTERN AND APPEARANCE TO MATCHING ADJACENT MATERIALS AND FINISHES. TRANSITIONS BETWEEN EXISTING TO EXISTING AND NEW TO EXISTING MATERIALS AND FINISHES SHALL BE ACHIEVED IN STRAIGHT HORIZONTAL AND OR VERTICAL LINES BETWEEN DIFFERENT AND OR NEW MATERIALS AND FINISHES.

R7. PATCH ALL HOLES IN FLOORS, WALLS AND CEILINGS, LEVEL WITH EXISTING ADJACENT SURFACES TO RECEIVE NEW FINISHES AND/OR CONSTRUCTION TO COMPLETE THE WORK. MATCH THE EXISTING ADJACENT MATERIALS, PATTERNS AND FINISHES.

R8. PATCH, REPAIR OR REPLACE ALL EXISTING FINISHES AND MATERIALS DISTURBED DURING CONSTRUCTION OR AS A RESULT OF DEMOLITION OR REMOVAL OF AN ITEM. ALL REPAIR OR REPLACEMENT SHALL MATCH ADJACENT EXISTING AND/OR NEW FINISHES, PATTERNS AND MATERIALS.SEE ROOM FINISH SCHEDULE FOR NEW FINISHES.

R9. PREPARE EXISTING REMAINING WORK SUBSTRATES TO RECEIVE NEW FINISHES AS INDICATED ON THE ROOM FINISH SCHEDULE. SUBSTRATE PREPARATION SHALL BE IN CONFORMANCE WITH THE INSTALLATION REQUIREMENTS OF EACH NEW FINISH.

R10. ALL WALLS SHOWN WITH MASONRY HATCHING WITHIN THE EXISTING BUILDING SHALL BE NEW AND TOOTHED INTO EXISTING MASONRY. MATCH EXISTING COURSING, JOINT PATTERN AND THICKNESS UNLESS NOTED OTHERWISE.

R12. AT THE DEMOLITION OF AN EXISTING ITEM, REMOVE ALL TRACES OF THE DEMOLISHED ITEMS COMPONENTS FROM THE SURFACE OF THE REMAININGFLOOR, WALLS AND CEILING. AT THE REMOVED FASTENERS IN ALL EXISTINGMASONRY WALLS AND FLOORS, PATCH HOLE WITH GROUT LEVEL WITH EXISTING ADJACENT SURFACES IN ORDER TO RECEIVE NEW FINISHES.

R13. AT EXISTING FLOORS: CUT IN PLACE CONSTRUCTION TO RECEIVE NEW WORK.REPLACE WITH MATERIALS TO MATCH EXISTING REMAINING MATERIALS. PATCHFLUSH TO ADJACENT EXISTING ELEVATIONS. APPLY CEMENTITIOUS UNDERLAYMENT TO PRODUCE A UNIFORM SURFACE IN ALL AREAS RECEIVINGNEW FINISHES AS INDICATED ON THE ROOM FINISH SCHEDULE. PATCHED JOINTSSHALL NOT TELEGRAPH THRU THE NEW FINISH. SEE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND OTHER FINISHES.

R14. AT EXISTING FLOORS: WHERE WALLS ARE SCHEDULED FOR DEMOLITION ANDEXTEND TO BELOW THE CONTINUOUS CONCRETE FLOOR SLAB, THE WALL SHALL BE DEMOLISHED TO BELOW THE FLOOR THICKNESS. THE FLOOR SHALLBE PATCHED WITH CONCRETE AND GRANULAR FILL TO MATCH THE EXISTINGTHICKNESS, PROVIDE NEW VAPOR BARRIER TO THE PATCHED AREA. PATCH FLUSH TO ADJACENT EXISTING ELEVATIONS. APPLY CEMENTITIOUS UNDERLAYMENT TO PRODUCE A UNIFORM SURFACE IN ALL AREAS RECEIVINGNEW FINISH AS INDICATED ON ROOM FINISH SCHEDULE. PATCHED JOINTS SHALLNOT TELEGRAPH THRU THE NEW FINISH.

R15. PAINT EXISTING METALS: AT EXISTING DOOR FRAMES TO REMAIN AND OTHERPAINTED METAL COMPONENTS INDICATED. REMOVE ALL DIRT, LOOSE PAINT ANDRUST, SAND ENTIRE FRAME, PRIME AND PAINT. COLOR SELECTION BY ARCHITECT. WHERE THE EXISTING PAINT IS INCOMPATIBLE WITH NEW PAINTCOATINGS, THE EXISTING PAINT SHALL BE COMPLETELY REMOVED.

R16. PAINT SURFACES: WHERE PATCHING OCCURS IN THE WORK OF AN EXISTINGPAINTED SURFACE, THE PATCHED AREA SHALL BE SPACKLED, PRIMED ANDINTERMEDIATE PAINT COATS APPLIED OVER THE PATCH. APPLY FINAL PAINTCOAT OVER ENTIRE UNBROKEN SURFACE CONTAINING THE PATCH. THE UNBROKEN SURFACE SHALL BE FROM THE INTERSECTION OF THE WALL TOFLOOR TO THE INTERSECTION OF THE WALL TO CEILING AND FROM THE RIGHT SIDE WALL TO WALL INTERSECTION TO THE LEFT SIDE WALL TO WALLINTERSECTION. PROVIDE ADDITIONAL SPACKLING AND/OR PAINT COATS UNTIL THE PATCH AREAS BLEND INVISIBLY INTO THE ADJACENT EXISTINGSURFACE. UNBROKEN CEILING SURFACES SHALL BE FROM CEILING TO WALLINTERSECTION AND OR NEW BULKHEAD CEILING ELEVATION CHANGE FORTHE ENTIRE PERIMETER OF THE CEILING AREA. APPLY PAINT COATS AS DESCRIBED FOR THE WALLS.

R17. AT EXISTING CERAMIC TILE: AT DEMOLISHED ITEMS AND DAMAGED AREAS,FILL ALL HOLES IN EXISTING CERAMIC WALL AND FLOOR TILE THAT ARE UPTO 1" WITH A COLOR EPOXY GROUT TO MATCH THE EXISTING CERAMIC TILECOLOR. REMOVE AND REPLACE EXISTING TILES AT HOLES THAT ARE OVER1" AND AT ALL BROKEN AND MISSING WALL AND FLOOR TILES WITH A NEWTILE TO MATCH EXISTING COLOR AND SIZE.

BID

NO

. 2016-6

0

494 SF

LOBBY

194 SF

GENERALOFFICE

220 SF

WORKAREA

485 SF

TEACHERPLANNING

104 SF

MDF

109 SF

HEALTHROOM

291 SF

CONFERENCE

180 SF

PRINC.OFFICE

T. T.

002

S1

S1

A1.15

A1.1

6

A1.1 7

A1.1

9

SEE PLAN DETAIL FORFURNITURE LAYOUT

RELOCATED EXISTINGC.L.A.S.S. SYSTEM

EXISTING FILECABINETS TOREMAIN.

A1

EQ EQ

EX

IST

. MO

5' -

11"

+/-

S2S2

485 SF

TEACHERPLANNING

220 SF

WORKAREA

194 SF

GENERALOFFICE

494 SF

LOBBY

109 SF

HEALTHROOM

104 SF

MDF

291 SF

CONFERENCE

180 SF

PRINC.OFFICE

T. T.

90 SF

SECRETARY

1 - OCCUPANT LOAD

2 - OCCUPANT LOAD

3 - OCCUPANT LOAD

2 - OCCUPANT LOAD

SIZE: 36"CAPACITY: 170LOAD: 13

3 - OCCUPANT LOAD 2 - OCCUPANT LOAD

64' - TRAVEL DISTANCE

78' - TRAVEL DISTANCE

68' -TRAVEL DISTANCE

SIZE: 72"CAPACITY: 340

PAINT ENTIRE EXISTING WALLFROM CORNER TO CORNER TOMATCH EXISTING.

NOTE: TOOTH IN NEW MASONRY INTO EXISTING.

EXISTING CEILING

NEW ACT CEILING

PROVIDE NEW BASE TO MATCHEXISTING

PAINT NEW WALL TO MATCH EXISTING

PROVIDE NEW BASE TOMATCH EXISTING

PAINT ENTIRE EXISTING WALLFROM CORNER TO CORNERTO MATCH EXISTING.

PAINT NEW WALLTO MATCHEXISTING

7' - 11"7' - 11"

NEW ACT CEILING TO MATCH EXISTING

EXISTING GWB BULKHEAD TO REMAIN

NEW ACT CEILINGTO MATCHEXISTING

NEW SPRINKLER HEADAND ASSOCIATEDPIPING. SEE MEDRAWINGS FOR MOREINFORMATION

A1.1

10

A1.1 11

A1.1

13

A1.1

12

PAPERSHREDDER

EXISTING OFFICEEQUIPMENT RELOCATED BYOWNER (N.I.C.)

EXISTING OFFICEFURNITURERELOCATED BY OWNER

EXISTING FILE CABINETS TO REMAIN

CONSOLE

1

A1.1

EXISTING PRINTERRELOCATED BYOWNER

2' -

4 3

/4"

7' -

0"

2' -

0"

2' -

6"

PLASTIC LAMINATEWALL AND BASECABINETS - COLOR C

4" HIGH RUBBER BASE (TYP.)

PLASTIC LAMINATE OPENSHELVES - COLOR C

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

EXISTING COMPUTERRELOCATED BY OWNER

EXISTING PRINTERRELOCATED BY OWNER

18"X18" HEAVY DUTYPREFINISHED METAL ANGLEDIAGONAL SUPPORT (TYP.)


SOLID SURFACETRANSACTION LEDGE

SOLID SURFACE TOP (TYP.)

FINISHED END PANEL AND BASE

FINISHED END PANELAND BASE

2' -

4 3

/4"

5' - 4" 2' - 0"

SOLID SURFACETRANSACTION LEDGE

EXISTINGC.L.A.S.S.SYSTEMRELOCATEDBY OWNER


FINISHED END PANEL AND BASE

4" HIGH RUBBERBASE (TYP.)

18"X18" HEAVY DUTY PREFINISHED METALANGLE DIAGONAL SUPPORT (TYP.)

2' -

4 3

/4"

3' -

6"

1' - 4"

5' - 4"

RETURN BASE CAB.AND BASE TOBEGINNING OF WALLAND PROVIDERETURN AT BASE TOWALL


PLASTIC LAMINATE - COLOR B

PLASTIC LAMINATE - COLOR A


PLASTIC LAMINATE WALLCABINETS - COLOR C

PLASTIC LAMINATE OPENSHELVES - COLOR C

CODE ANALYSIS LEGEND

ACCESSIBLE ENTRANCE

ACCESSIBLE MEANS OF EGRESS

SOLID SURFACE TOPWITH WOOD BACKER

WALL BEYOND

2X3 WOOD BLOCKING

2' - 8"

2' -

6"

4"

1X4 WOOD FURRINGAT 16" O.C.

WOOD FRONT

PLAS. LAM. ONWOOD BACKER

2X3'S AT 16"O.C. (TYP.)

2X4 CONT.

4" HIGH RUBBER BASE

HEAVY DUTY PRE-FINISHED STEELDIAGONAL SUPPORTSWHERE INDICATED

PROJECT

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As indicated

PARTIAL FIRST FLOOR PLAN

APRIL 6, 2016

2927.3

A1.1

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1/8" = 1'-0"A1.1

2 AP01 - Partial First Floor Plan

1/8" = 1'-0"A1.1

3 CC01 - First Floor Code Compliance Plan

1/8" = 1'-0"A1.1

5 A101 - Interior Elevation 1/8" = 1'-0"A1.1

6 A103 - Interior Elevation 1/8" = 1'-0"A1.1

7 A102 - Interior Elevation

1/8" = 1'-0"A1.1

8 AC01 - Overall First Floor Reflected Ceiling Plan

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

9 AP02 - Administration Layout

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


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


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


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


GENERAL NOTES IN REFERENCE TO DRAWINGS 9/A1.1 - 13/A1.1

1. ALL BASE CABINETS SHALL RECEIVE A CONTINUOUS 1-1/4" THICK LAMINATE COUNTERTOP WITH A 4"H BACKSPLASH UNLESS NOTED OTHERWISE. THE DEPTH OF THE COUNTERTOP SHALL

EXTEND 3/4" PAST THE DEPTH OF THE BASE CABINET.2. COUNTERTOPS THAT RETURN INTO A WALL(S) SHALL RECEIVE BACKSPLASH THAT WRAPS CORNER ALONG WALL(S).3. PROVIDE CHAMFERED EDGE CORNER FOR ALL COUNTERTOPS ADJACENT TO ALL TALL STORAGE UNITS.4. WHERE COLUMNS, WINDOWS OR OTHER BUILDING COMPONENTS CONFLICT WITH CASEWORK DIMENSIONAL REQUIREMENTS. FIELD VERIFY DIMENSIONS AND PROVIDE CUSTOM UNIT TO ALLOW PROPER FITTING.5. ALL EXPOSED ENDS OF CASEWORK SHALL RECEIVE FINISHED END PANELS.6. LAMINATE COLOR FOR INTERIOR OF OPEN CABINETS SHALL MATCH EXTERIOR LAMINATE COLOR.7. PROVIDE WOOD BLOCKING IN STUD WALLS, PER MANUFACTURER'S RECOMMENDATIONS , TO RECEIVE THE DIAGONAL WALL BRACKET SUPPORT.8. TELEPHONE UNITS AND SYSTEMS ARE NOT IN CONTRACT.9. COORDINATE ALL LARGE SCALE PLANS WITH MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS.10. NIC = NOT IN CONTRACT11. WHEN DESCRIPTION AND MODEL NUMBER IN CASEWORK AND EQUIPMENT SCHEDULE

CONFLICT, THE DESCRIPTION TAKES PRECEDENCE.12. ALL CASEWORK IN ADMINISTRATION SHALL RECEIVE LOCKS.13. PROVIDE STAINLESS STEEL WIRE PULLS FOR WALL CABINET DOORS AND DRAWERS.14. PROVIDE 1" THICK PLASTIC LAMINATE ADJUSTABLE SHELVES IN WALL CABINET AND BASE

CABINETS WHERE INDICATED IN ELEVATIONS.15. PROVIDE FILLER STRIPS TO MATCH CASEWORK IN GAPS/SPACES BETWEEN CASEWORK AND

ADJACENT WALLS.

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

1 CASEWORK DETAIL

BID

NO

. 2016-6

0

LEGENDREFLECTED CEILING PLAN GENERAL NOTES:

1. CEILING GRID SHALL BE COORDINATED WITH MEP EQUIPMENT ANDDEVICES.

2. UNLESS NOTED OTHERWISE, ALL VISIBLE STRUCTURAL STEEL, ROOF/FLOOR DECK, DUCTWORK, PIPING, CONDUIT, HANGER WIRES, ETC. ATEXPOSED LOCATIONS OR ABOVE CEILING CLOUDS SHALL BE PAINTED.

3. REFER TO ROOM FINISH SCHEDULE FOR CEILING TYPES.

4. ALL VISIBLE HANGER WIRES, STRUCTURE AND BRACING AT EXPOSEDCEILING GRID OR CEILING CLOUD LOCATIONS SHALL BE INSTALLEDPLUMB AND LEVEL.

2' X 4' SECONDLOOK SUSPENDEDCEILING SYSTEM

2' X 4' SUSPENDEDCEILING SYSTEM

GYPSUM WALLBOARD

LINEAR METAL SOFFIT

METAL CEILINGSYSTEM OPEN GRID

2' X 4' LIGHT FIXTURE


SEE MEP DRAWINGS

SEE MEP DRAWINGS

RECESSED DOWN LIGHT

PENDANT LIGHT FIXTURES



ALUMINUM PASS THRUWINDOW (TYP.)

SHIM ASREQUIRED (TYP.)

SOLID SURFACETRANSACTION COUNTER- BEYOND

8" CMU

SEALANT PERIMETER & BOTHSIDES OF FRAME (TYP.)

5/8" GWB ON7/8" FURRING

5/8" GWBON 7/8"FURRING

METAL CORNER BEAD (TYP.)

PROVIDE SPACKABLE METAL"L" BEAD AND CAULK JOINT

5/8" GWB RETURN (TYP.)

2"1

1/2"

1' - 6"

8" X 8" STAINLESS STEELDEAL TRAY

SOLID SURFACING TRANSACTIONCOUNTER ON PLYWOOD BACKER- PROVIDE MIN 1/4" RADIUS ONALL OUTSIDE CORNERS

SOLID SURFACINGTRIM (TYP. BOTHSIDES)

STRUCTURALGLAZED TILE

CMU

2x10 FIRE RETARDANT CONT.WOOD BLOCKING RIPPED TOMATCH WIDTH OF CMU.

ALUMINUM PASS THRUWINDOW (TYP.)

2' 1

1" T

O F

IN. F

LOO

R

OPERABLE WINDOW

WIN. OPEN/CLOSE HANDLE, THUMBTURN LOCK & OPEN/CLOSEINDICATOR ON RECEPT./WAITING SIDE

8"X8" STAINLESS STEEL DEALTRAY IN SOLID SURFACECOUNTER BY G.C.

SOLID SURFACE TRIM BY G.C.3'

- 9

"2'

- 1

1"

6' -

8"

A1

2

A6.1

3

A6.1

1 15/16" 1 9/16"

V.I.F.

6"

9/16" 9/16"

V.I.F.

4 7/8"

5/8" GWB

SEALANT AROUND PERIMETEROF FRAME (TYP. BOTH SIDESOF FRAME)

METAL STUDS

DOOR SIDE

SCHED. DOOR AND FRAME

V.I.

F.

6"

1 15

/16"

1 9/

16"

5/8" 2"SEALANT AROUND PERIMETEROF FRAME (TYP. BOTH SIDESOF FRAME)

METAL STUDS

DOOR SIDE

5/8" GWB (V.I.F.)

9/16

"9/

16"

V.I.

F.

4 7/

8"

SCHED.DOOR ANDFRAME

3' - 0" M.O.

SOLID SURFACE SERVICECOUNTER BY G.C. (TYP.)

8"X8" STAINLESS STEELDEAL TRAY (TYP.)

PLAN

A6.1

2

ALUMINUMPASS THRUWINDOW (TYP.)

CMU

SEALANT PERIMETER& BOTH SIDES OFFRAME (TYP.)

SHIM AS REQ'D (TYP.)

NEW STEEL LINTEL- (2) L4X3-1/2X4

REMOVE COURSE OF EXISTINGCMU TO INSALL NEW STEELLINTEL - REPLACE WITH CMU TOMATCH EXISTING, GROUT SOLIDIN-BETWEEN. PROVIDE WALLTIES AS REQUIRED.

EXISTINGMASONRY WALL

GWB ON 7/8"FURRING

GWB ON 7/8" FURRING

FEATHER NEWDRYWALL FLUSHWITH EXISTINGWALL AND FINISH

NOTE: NEW LINTEL SHALL HAVE A 6" MINIMUM BEARING AT EACH END. PROVIDE 16"LONG X16" MIN. DEEP SOLID BEARING AT LINTEL ENDS, SOLID LINTEL BEARING SHALLCONSIST OF HOLLOW BLOCK FILLED SOLID W/ GROUT, TYPICAL.

FINISH FLOORELEVATION

N

DOOR TYPES* - RECOMMENDED MOUNTING HEIGHT FROM FINISHED FLOOR TO CENTER LINE OF FIRE EXIT DEVICE** - COORDINATE WITH DOOR MANUFACTURE REQUIREMENTS

FG2

* 3'

- 2

"

EXIT DEVICEWHEREOCCURS

10 3

/4"

3' -

6"

2' -

8"

6" 2' - 0"

INTEGRAL ADJUSTABLEBLINDS BETWEEN PANESOF GLASS (1" TOTALTHICKNESS) WHEREOCCURS

H2

7' -

11" 4'

- 0

"2'

- 1

0"

2' - 9" 6' - 0" 2' - 9"

5

A6.1

4

A6.1

11' - 6"

H1

2' -

10"

6' -

10"

2' - 9"

5' - 11"

7

A6.1

6

A6.1

SEALANT PERIMETER& BOTH SIDES OFFRAME (TYP.)

EXISTING STEELLINTEL

EXISTINGMASONRY WALL

DOOR

SIDE

APPLIED STOP(WHERE OCCURS)

GLAZING(WHERE OCCURS)

2"5/

8"

1 15/16"

1 9/16"

6"

PAINT EXPOSED STEEL OFLINTEL TO MATCH THEWALL IT SUPPORTS (TYP.)

EXSITING WALLTO REMAIN 6"

5/8"2"

1 15

/16"

2 1/

2"1

9/16

"

GLAZING (WHERE OCCURS)APPLIED STOP (WHEREOCCURS)

SEALANT AROUNDBOTH SIDES - TYP

RENOVATION TYPEMASONRY WALLANCHOR

METAL CORNER BEAD (TYP.)

PROVIDE SPACKABLE METAL"L" BEAD AND CAULK JOINT

5/8" GWB RETURN (TYP.)

PROJECT

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FRAME ELEVATIONS ANDDETAILS

APRIL 6, 2016

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DOOR SCHEDULE

OPENIN

G

NUMBER

DOOR &

FRAME

U.L.

RATING

DOOR FRAME

GLAZING

TYPE

HARDWAR

E SET REMARKS

DOOR

TYPE

DOOR

MATERIA

L

DIMENSIONS

FRAME

TYPE

FRAME

MATERIA

L

DETAILS

WIDTH

HEIGHT

THICKNES

S HEAD JAMB SILLLEAF 1 LEAF 2

001 N WD 3' - 0" 6' - 8" 1 3/4" H1 HM 4/A6.1 5/A6.1 1 A,C,D

002 FG HM 3' - 0" 3' - 0" 6' - 8" 1 3/4" H2 HM 6/A6.1 7/A6.1 2 A,B,D,E

ROOM FINISH SCHEDULE

NUMBER NAME COLOR SCHEME FLOOR BASE

WALLS

CEILING

FINISH REMARKS

WALL

FINISH

WAINSCOT

FINISH HEIGHT

1 LOBBY MATCH EXISTING ETR RB/ETR PNT/ETR ACT/ETR

2 GENERAL OFFICE MATCH EXISTING ETR RB/ETR PNT/ETR ACT/ETR

11 SECRETARY MATCH EXISTING ETR RB/ETR PNT/ETR ACT/ETR

REMARKSA. PROVIDE ELECTRIC STRIKE FOR CARD READER AND RELEASE BUTTON AT CONSOLE LOCATEDIN RECEPTION AREA.B. PROVIDE PANIC HARDWARE AND CLOSER.C. PROVIDE CLOSER.D. DOOR TO BE LOCKED FROM VESTIBULE SIDE OF DOOR.E. PROVIDE REMOVABLE CENTER MULLION.

DOOR SCHEDULE GENERAL NOTES1. ALL WIRING FOR ELECTRICAL DOOR HARDWARE DEVICES TO BE CONCEALED IN NEW DOORFRAMES.2. PROVIDE UP TO 10’ OF ADDITIONAL WIRE IN THE FRAME AT EACH COMPONENT LOCATION (CARDREADER, ELECTRIC STRIKE, ETC.) IN ORDER FOR UNITS TO BE REPLACED IN THE FUTURE.3. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE.4. REMOVABLE STOPS FOR INTERIOR HOLLOW METAL BORROWED LITES TO BE ON ROOM SIDE OFFRAME.5. ALL DOOR HARDWARE TO MEET 2012 I.B.C. CODE AND 2012 N.F.P.A. 101 LIFE SAFETY CODES.

1 1/2" = 1'-0"A6.1

2 AD_ALUM-J01 - Pass Thru Window 1 1/2" = 1'-0"A6.1

3 AD_ALUM-S01 - Pass Thru Window

ROOM FINISH SCHEDULE GENERAL NOTES

1. WHERE PAINTING IS REQUIRED ON NEW AND EXISTING GYPSUM WALLBOARD(G.W.B.) PROVIDE PRIMER AND 2 FINISH COATS OF PAINT ON NEW G.W.B. AND 1FINISH COAT ON EXISTING G.W.B. COLOR AND TYPE OF PAINT TO MATCH EXISTING.CONTRACTOR TO VERIFY EACH IN THE FIELD.

2. WHERE G.W.B. OR MASONRY PATCHING OCCURS IN EXISTING OPENINGS AND ISREQUIRED TO BE PAINTED, CONTRACTOR TO PAINT THE ENTIRE WALL (CORNER TOCORNER AND FLOOR TO CEILING) AND NOT JUST WHERE THE PATCHINGOCCURRED.

3. ALL WALL BASE TO MATCH EXISTING IN HEIGHT, COLOR AND TYPE (RUBBER ORVINYL). CONTRACTOR TO VERIFY EACH IN THE FIELD.

4. WHERE REPLACING AND/OR PATCHING FLOOR BASE CONTRACTOR TO REPLACEWALL BASE FROM DOOR FRAME TO CORNER OF ROOM OR MINIMUM 4’ PIECE OFBASE FROM DOOR FRAME PAST THE LINE WHERE THE G.W.B. WAS PATCHED. SEEDRAWINGS FOR ADDITIONAL INFORMATION.

5. WHERE FLOOR FINISH IS DISTURBED OR DAMAGED DURING DEMOLITION AND/ORCONSTRUCTION PATCH AND REPAIR AS REQUIRED.

BASIS OF DESIGN: CRL MANUAL OPEN/SELF CLOSING DELUXSLIDING SERVICE WINDOW MODEL NUMBER SCDW1801 ASMANUF. BY C.R. LAURENCE ARCHITECTURAL PRODUCTS ORAPPROVED EQUAL. FINISH TO BE SATIN ANODIZED (A). GLASSTO BE 1/2" CLEAR TEMPERED INSULATED GLASS.NOTE: STAINLESS STEAL DEAL TRAY FURNISHED & INSTALLEDBY G.C.

1 1/2" = 1'-0"A6.1

4 HMD_H01 - HM INTERIOR HEAD - 3 5/8" STUD 1 1/2" = 1'-0"A6.1

5 HMD_J01 - HM INTERIOR JAMB - 3 5/8" STUD

FRAME TPYES

1 1/2" = 1'-0"A6.1

1 AD_ALUM-H01 - Pass Thru Window

1 1/2" = 1'-0"A6.1

6 HMD-H02 1 1/2" = 1'-0"A6.1

7 HMD-J03

BID

NO

. 2016-6

0

LEGEND,ABBREVIATIONS &

CONVENTIONS

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

FILENAME:

DATE:

01MM-DD-YR DESCRIPTION OF CHANGES

NAME









2927.3

APRIL 6, 2016

LOBBY

WORKAREA

TEACHERPLANNING

MDF HEALTHROOM

CONFERENCEPRINC.OFFICE

T. T.

GENERALOFFICE

PARTIAL FIRST FLOORPLANS, POWER RISERDIAGRAM AND PANEL

SCHEDULES

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

FILENAME:

DATE:


NAME









2927.3

APRIL 6, 2016

“ ”

SPECIFICATIONS

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

FILENAME:

DATE:


NAME









2927.3

APRIL 6, 2016

pleasant valley elementary school...401 east winding hill road mechanicsburg, pennsylvania 17055...

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