PROJECT NUMBER - Huckabee · brg bearing brk brick brv base, rubber vented btc base, ceramic tile...

NO. 3

TO THE DRAWINGS AND THE PROJECT MANUAL

PROJECT NAME: Polser Elementary School 20 YR Refresh and Donald Elementary

STEM; Hebron Valley Elementary School Re-Roof; and The Colony High School Softball

and Athletics

CLIENT NAME: Lewisville ISD

LOCATION: Flower Mound, Carrollton, and The Colony, Texas

PROJECT NUMBER: 01743-12-01, 1743-15-02 and 1743-15-01; 1743-06-01; and 1743-11-00

PROPOSAL DATE: Thursday, March 1, 2018, 2:00 PM

ADDENDUM DATE: Friday, February 16, 2018

For additional information regarding this project, contact Lorin Scarborough at

800.687.1229.

THIS ADDENDUM INCLUDES:

Structural Items 0 Pages

Architectural Items 3 Pages

Foodservice Items 0 Pages

Plumbing Items 0 Pages

Mechanical Items 0 Pages

Electrical Items 0 Pages

Technology Items 0 Pages

AND ALL ATTACHED REVISED DRAWING REFERENCES IN THE ADDENDUM

10-05-152-15-18

Project Name: Polser Elementary School 20 YR Refresh and Donald Elementary School STEM;

Hebron Valley Elementary School Re-Roof; and The Colony High School Softball and Athletics

Client: Lewisville ISD

Flower Mound; Carrollton; and The Colony, Texas

Project Number: 01743-12-01, 1743-15-02 and 1743-15-01; 1743-06-01; and 1743-11-00

Architectural Items For

Addendum No. 3

Page 1 of 3

ARCHITECTURAL ITEMS FOR ADDENDUM NO. 3 NOTICE TO PROPOSERS:

A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it had

been issued at the same time and incorporated integrally therewith. Where provisions of the following supplementary

data differ from those of the original contract documents, this Addendum shall govern and take precedence.

B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this

Addendum. It will be construed that each Proposer’s proposal is submitted with full knowledge of all modifications and

supplemental data specified therein. Acknowledge receipt of this addendum in the space provided on the proposal

form. Failure to do so may subject Proposer to disqualification.

REFERENCE IS MADE TO THE PROJECT MANUAL AND THE DRAWINGS AS NOTED:

POLSER ELEMENTARY SCHOOL 20 YR REFRESH AND DONALD ELEMENTARY SCHOOL STEM

PROJECT MANUAL - POLSER AND DONALD:

AD No 3, Arch. Item 1: To the Project Manual, SECTION 00 7343, “WAGE RATE REQUIREMENTS,”

Replace the tables in this section with the attached “Prevailing Wage Rates - School Construction Trades.”

DRAWINGS - POLSER AND DONALD:

AD No 3, Arch. Item 2: To the Drawings, Set, “DONALD ELEMENTARY SCHOOL STEM RENOVATION,”

Refer to attached drawing set, added sheets G1.1 to ET.12. This replaces corresponding items issued in Addendum 1 on

February 12, 2018: AD No 1, Arch Item 3; AD No1, Plumb Item 1; AD No 1, Mech Item 1; AD No1 Elec Item 6; and AD No 1, Tech

Item 1.

GENERAL

G1.1 COVER SHEET

G1.2 GENERAL DATA

G3.1 INTERIOR PARTITION TYPES

G3.2 TYPICAL INTERIOR PARTITION BRACING DETAILS

ARCHITECTURAL

AD1.1 DEMOLITION FLOOR PLAN - SECTION 2

AD1.2 DEMOLITION FLOOR PLAN - SECTION 3

A1.1 MASTER PLAN

A1.2 FLOOR PLAN - SECTION 1




A2.1 REFLECTED CEILING PLAN - SECTION 2

10-05-152-15-18







Addendum No. 3

Page 2 of 3

A3.1 WINDOW SCHEDULE, CONFIGURATIONS AND DETAILS

A4.1 INTERIOR ELEVATIONS

A8.1 CASEWORK ELEVATIONS

A8.2 CASEWORK ELEVATIONS AND DETAILS

PLUMBING

PL1.1 PLUMBING FLOOR PLAN - SECTION 2

MECHANICAL

MH1.1 MECHANICAL FLOOR PLANS - SECTION 3

ELECTRICAL

E0.1 ELECTRICAL AND LIGHTING NOTES AND SYMBOLS

ED1.1 ELECTRICAL DEMOLITION FLOOR PLAN - SECTION 2

ED1.2 ELECTRICAL DEMOLITION FLOOR PLAN - SECTION 3

EP1.2 ELECTRICAL FLOOR PLAN - SECTION 3

EP7.1 ELECTRICAL AND LIGHTING DETAILS

EP7.2 LUMINAIRE SCHEDULE AND CONTROLS CHART

LIGHTING

EL1.1 LIGHTING FLOOR PLAN - SECTION 2

EL1.2 LIGHTING FLOOR PLAN - SECTION 3

TECHNOLOGY

ET1.2 ELECTRICAL COMMUNICATION FLOOR PLAN - SECTION 3

HEBRON VALLEY ELEMENTARY SCHOOL RE-ROOF

FOR CLARIFICATION: THE PROJECT POSTED ON THE HUCKABEE WEBSITE AS “HEBRON VALLEY ELEMENTARY

SCHOOL ROOF REPLACEMENT,” PROJECT NUMBER 1743-06-01, HAS BEEN COMBINED INTO THE PROJECT NAMED

“POLSER ELEMENTARY SCHOOL 20 YR REFRESH AND DONALD ELEMENTARY STEM; HEBRON VALLEY ELEMENTARY

SCHOOL RE-ROOF; AND THE COLONY HIGH SCHOOL SOFTBALL AND ATHLETICS.” PROJECT NUMBER: 01743-12-01,

1743-15-02 AND 1743-15-01; 1743-06-01; AND 1743-11-00.

PROJECT MANUAL - HEBRON VALLEY:



DRAWINGS - HEBRON VALLEY: N/A







Addendum No. 3

Page 3 of 3

THE COLONY HIGH SCHOOL SOFTBALL AND ATHLETICS

FOR CLARIFICATION: THE PROJECT POSTED ON THE HUCKABEE WEBSITE AS “THE COLONY HIGH SCHOOL NEW

SOFTBALL AND ATHLETIC BUILDINGS RENOVATION,” PROJECT NUMBER 1743-11-00, HAS BEEN COMBINED INTO

THE PROJECT NAMED “POLSER ELEMENTARY SCHOOL 20 YR REFRESH AND DONALD ELEMENTARY STEM; HEBRON

VALLEY ELEMENTARY SCHOOL RE-ROOF; AND THE COLONY HIGH SCHOOL SOFTBALL AND ATHLETICS.” PROJECT

NUMBER: 01743-12-01, 1743-15-02 AND 1743-15-01; 1743-06-01; AND 1743-11-00.

PROJECT MANUAL - THE COLONY:



DRAWINGS - THE COLONY: N/A

END OF ARCHITECTURAL ADDENDUM

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Copyright © 2018, Huckabee & Associates, Inc.

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INDEX OF SHEETS

AREA MAP

ENLARGED AREA AUSTIN

HOUSTON

DFW

LIST OF ABBREVIATIONS

CEMENT OR MORTAR BOARD

METAL (SMALL SCALE)

FINISH WOOD

GYPSUM BOARD

TERRAZZO

ALUMINUM (LARGE SCALE)

PLASTER ON METAL LATH(LARGE SCALE)

METAL (LARGE SCALE)

SAND PLASTER or CEMENT FINISH

ROUGH WOOD BLOCKING(INTERRUPTED)

ROUGH WOOD BLOCKING(CONTINUOUS)

PLYWOOD

ACOUSTICAL TILE

RIGID INSULATION

BATT INSULATION or LOOSE FILL

STONE

CONCRETE

FACE BRICK

STONE PRE-CAST

MARBLE OR GRANITE

LIGHT-WEIGHT CONCRETE BLOCK

UNDISTURBED EARTH

EARTH COMPACTED

NOTE: NOT ALL MATERIALS SHOWN MAY BE USED ON THIS PROJECT

BURNISHED CONCRETE BLOCK

SIMULATED STONE CONCRETE BLOCK

LEGEND OF MATERIALS

SITE LOCATION MAPAB ANCHOR BOLTA/C AIR CONDITIONERADDN'L ADDITIONALADJ ADJUSTABLEADH ADHESIVEAFF ABOVE FINISHED FLOORAFG ABOVE FINSIHED GRADEAHU AIR HANDLING UNITALT ALTERNATEALUM ALUMINUMAP ACOUSTICAL PANELSAPPROX APPROXIMATEARCH ARCHITECTURAL

B BEYONDB/B BACK TO BACKBL BUILDING LINEBLDG BUILDINGBLKG BLOCKINGBM BEAMBOD BOTTOM OF METAL DECKBOG BOTTOM OF GUTTERBOM BOTTOM OF MASONRYBOS BOTTOM OF STEELBOT BOTTOMBP BASE, PORCELAIN TILEBQ BASE, QUARRY TILEBR BASE, RUBBERBRES BASE, RESINOUSBRG BEARINGBRK BRICKBRV BASE, RUBBER VENTEDBTC BASE, CERAMIC TILEBTWN BETWEENBTZP BASE, PRECAST TERRAZZOBTZ BASE, TERRAZZOBW BOTH WAYS

C CHANNELC/C CENTER TO CENTERCAB CABINETCAD CADMIUMCI CAST IRONCJ CONTROL JOINTCL CENTERLINECLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCNTRD CENTEREDCO CLEAN OUTCOL COLUMNCONC CONCRETECONN(S) CONNECTION(S)CONT CONTINUOUSCOORD COORDINATECOP POLISHED CONCRETECORR CORRIDORCOS CONCRETE (SEALED)CPT ROLLED CARPETCPTW WALL CARPETCPY CANOPYCS CAST STONECSM CONCRETE STONE MASONRYCU CONDENSING UNITCUST CUSTODIANCT CARPET TILE

DBL DOUBLEDET DETAILDH DOOR HARDWAREDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDN DOWNDS DOWNSPOUTDRWG DRAWINGDWR DRAWER

EA EACHEB EXPANSION BOLTEF EACH FACEEJ EXPANSION JOINTEL ELEVATIONELEC'L ELECTRICALELEV ELEVATORENGR ENGINEEREPT EPOXY PAINTEQ EQUAL (EQUALLY)EW EACH WAYEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPANSIONEXT EXTERIOR

F/F FACE TO FACEFD FLOOR DRAINFDN FOUNDATIONFEC FIRE EXTINGUISHER CABINETFFE FINISHED FLOOR ELEVATIONFG FIBERGLASSFHC FIRE HOSE CABINETFIN FINISH(ED)FIN FLR FINISHED FLOORFLG FLANGEFLR FLOORFS FAR SIDEFSAP FIXED SOUND ABSORPTIVE PNLSFTG FOOTINGFV FIELD VERIFY

GA GAGE OR GAUGEGALV GALVANIZEDGB GRAB BARGEN GENERALGMU GLAZED MASONRY UNITGPL PLASTER/GYPSUM PLASTERGR BM GRADE BEAMGRF GROUND FACE/BURNISHED CMUGUT GUTTERGYP GYPSUM BOARD

HB HOSE BIBHC HANDICAPHD BD HARD BOARDHDWD HARD WOODHFB HOLLOW FACE BRICKHM HOLLOW METALHORIZ HORIZONTALHP HIGH POINTHT HEIGHTHVAC HEATING, VENTILATION, & A/C

ICF INSULATED CONCRETE FORMSID INSIDE DIAMETERIF INSIDE FACEIND BD INDUSTRIAL BAORDINFO INFORMATIONINSUL INSULATIONINT INTERIOR

JT JOINTJST(S) JOIST(S)

L ANGLELAV LAVATORYLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLONG LONGITUDINALLRP LOW POINT

MAS MASONRYMAT'L MATERIALMAX MAXIMUMMB MARKERBOARDMDF MEDIUM DENSITY FIBERCOREMECH MECHANICALMEZZ MEZZANINEMFR MANUFACTURERMIN MINUIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMP METAL WALL PANELSMS MOP SINKMTL METAL

NB NO BASENF NO FINISHNIC NOT IN CONTRACTNO NUMBERNS NATURAL STONENTS NOT TO SCALE

OC ON CENTEROCEW ON CENTERS EACH WAYOD OUTSIDE DIAMETEROF OUTSIDE FACEOH OPPOSITE HANDOHD OVERHEADOPP OPPOSITEOS OVERFLOW SCUPPER

P/C PRECAST CONCRETEPB PIPE BRACEPEN PENETRATIONPERIM PERIMETERPERP PERPENDICULARPL PLATEPLC PLASTIC LAMINATE CASEWORKPLP PLASTIC LAMINATE-FACED WOOD PANELPNT PAINTPPL PLASTER (PORTLAND CEMENT)PROJ PROJECTIONPT POINTPW PLYWOOD

QTZ QUARTZ

R RISERRAD RADIUSRAFF RESILIENT FLUID APPLIED FLOORINGRAFS RESILIENT ROLLED RUBBER FLOORINGRAFT RESILIENT ATHLETIC FLOORING TILERAFV RESILIENT ATHLETIC FLOORING VINYLRD ROOF DRAINREF REFERENCEREINF REINFORCINGREM REMAINDERRES RESINOUS FLOORINGREQ'D REQUIREDRF RIGID FRAMERO ROUGH OPENINGRTU ROOFTOP UNIT

SB SPLASH BLOCKSCHED SCHEDULESEC SECURITYSECT SECTIONSHT SHEETSIM SIMILARSJ SAWN JOINTSMO SCHEDULED MASONRY OPENINGSP SPACESPEC SPECIFICATIONSSPF SPLIT-FACE CONCRETE MASONRY UNITSPS SOLID POLYMER SURFACE MATERIALSS STAINLESS STEELSTD STANDARDSTIFF STIFFENERSTIR STIRRUPSSTL STEELSTN STAINSTOR STORAGESTRUCT STRUCTURESTU STUCCOSUPT SUPPORTSVT SOLID VINYL TILESYMM SYMMETRICAL

T&B TOP & BOTTOMT&G TONGUE & GROOVETC CERAMIC TILETH THRESHOLDTLT TOILETTMD TOP OF METAL DECKTOB TOP OF BEAMTOBB TOP OF CMU BOND BEAMTOBR TOP OF BRICKTOC TOP OF CURBTOCP TOP OF CONCRETE PANELTOF TOP OF FOOTINGTOJ TOP OF JOISTTOM TOP OF MASONRYTOP TOP OF PIERTOPC TOP OF PIER CAPTOS TOP OF STEELTOSC TOP OF STRUCTURAL CONCRETETOSF TOP OF METAL STUD FRAMINGTOSS TOP OF STRUCTURAL STEELTOT TOP OF STEEL TRUSSTOW TOP OF WALLTOWD TOP OF WOOD BLOCKING/ NAILERTPC PORCELAIN TILETQ QUARRY TILETRAN TRANSVERSETRIM METAL FLASHINGS AND COPINGSTS TUBE STEELTYP TYPICALTZ TERRAZZOTZE TERRAZZO EPOXYTZT TERRAZZO TILE

U URINALUNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILEVERT VERTICAL

W/ WITHW/O WITHOUTWASH WASHSTATIONWC WATERCLOSETWD WOODWH WATERHEATERWMP MAPLE WOOD ATHLETIC FLOORINGWMS MASONITE WOOD BLOCKINGWP WORKPOINTWS WATERSTOPWCT WALK-OFF CARPET TILEWT WEIGHTWVC WOOD VENEER CASEWORKWWF WELDED WIRE MESH (FABRIC)

XB X-BRACING

>= LARGER THAN OR EQUAL TO

5/8" GYP BD

MTL STUD @ 16" OC HORIZ -REF PLAN

5/8" GYP BD

STUDWIDTH

PARTITIONWIDTH

WALLTYPE

STUDWIDTH

PARTITIONWIDTH

FIRERATING UL LISTING

NO SOUNDATTENUATION

WITH SOUNDATTENUATION NOTES

STC RATING

H4 3 5/8" 4 7/8" --- U419; U465 40 44

H4 3 5/8" 4 7/8" 1 HR U419; U465 40 44

H6 6" 7 1/4" --- U419; U465 40 44

H6 6" 7 1/4" 1 HR U419; U465 40 44

BATT INSULATION

5/8" GYP BD

MTL STUD @ 16" OC HORIZ -REF PLAN

HORIZ BRACING AT 48" OCVERT

STUDWIDTH

MTL RUNNER BELOW

PARTITIONWIDTH

WALLTYPE

STUDWIDTH

PARTITIONWIDTH

FIRERATING UL LISTING

NO SOUNDATTENUATION

WITH SOUNDATTENUATION NOTES

STC RATING

M2 1 5/8" 2 1/4" ---

M3 2 1/2" 3 1/8" --- 27

M4 3 5/8" 4 1/4" --- 27

M6 6" 6 5/8" ---

M1 7/8" 1 1/2" --- N/A

7/8" HAT CHANNEL AT TYPE M1

PARTITION NOTES:

1) ALL INTERIOR PARTITIONS NOT OTHERWISE DESCRIBED BY A WALL SECTION ARE IDENTIFIED BY A GRAPHICSYMBOL REPRESENTING HEIGHT AND ACOUSTICAL PROPERTIES, WITH AN ALPHANUMERIC CODE INDICATINGMATERIALS (BY LETTER) AND NOMINAL THICKNESS OF STRUCTURE (BY NUMBER).

2) UNTAGGED PARTITIONS AND COLUMN FURRINGS SHOULD BE ASSUMED TO BE "STANDARD" FOR BIDDINGPURPOSES. THE "STANDARD" GYP BOARD PARTITION IS TYPE H4, ACOUSTICAL, TO 6" ABOVE CEILING, AND THE"STANDARD" GYP BOARD COLUMN FURRING AND CHASES IS M4, NON-ACOUSTICAL, TO 6" ABOVE CEILING U.N.O.THE "STANDARD" MASONRY PARTITION IS TYPE A8, NON-ACOUSTICAL AND THE "STANDARD" MASONRY COLUMNFURRING IS A6, NON-ACOUSTICAL. CMU IS TO EXTEND 4" ABOVE CEILING OR NEAREST 8" COURSING ABOVECEILING. ANY UNTAGGED PARTITIONS WHICH APPEAR TO BE INCONSISTENT WITH THESE "STANDARD"DESCRIPTIONS SHOULD BE VERIFIED WITH THE ARCHITECT PRIOR TO CONSTRUCTION.

3) WALL TYPES IDENTIFIED AS CMU MAY INCLUDE ACMU. FLOOR PLAN HATCH PATTERNS WILL DIFFERENTIATEREGULAR SMOOTH FACE CMU FROM ARCHITECTURAL CMU. FINISH PLANS AND SCHEDULES WILL IDENTIFY ACMUSELECTIONS (GROUND FACE, SPLIT FACE, ETC.) AND IDENTIFY WHICH SIDE OF A SINGLE WYTHE ACMU WALL IS THEFINISH SIDE.

4) WALL TYPES IDENTIFIED AS INCLUDING VENEER MAY INCLUDE BRICK, STONE, OR ACMU. FLOOR PLAN HATCHPATTERNS WILL DIFFERENTIATE REGULAR SMOOTH FACE CMU, BRICK, STONE, OR ARCHITECTURAL CMU. FINISHPLANS AND SCHEDULES WILL IDENTIFY ACMU SELECTIONS (GROUND FACE, SPLIT FACE, ETC.)

5) WALLS INDICATED BY TAG "GYP WALL ABOVE TO DECK" SHALL BE CONSTRUCTED OF THE SPECIFIED WALL TYPETO A POINT ABOVE THE CEILING, BRACED, AND AN H4 (OR M4) PARTITION (H6 OR M6 WHERE REQUIRED BYUNBRACED HEIGHT) SHALL BE BUILT FROM THE TOP OF WALL TO DECK. WALLS INDICATED BY TAG "ACOUSTICALGYP WALL ABOVE TO DECK" SHALL BE CONSTRUCTED OF THE SPECIFIED WALL TYPE TO A POINT ABOVE THECEILING, BRACED, AND AN H4 (OR M4) PARTITION (H6 OR M6 WHERE REQUIRED BY UNBRACED HEIGHT) WITH BATTINSULATION SHALL BE BUILT FROM THE TOP OF WALL TO DECK. WHERE INDICATED BY THE FIRE CODE PLAN TO BEFIRE RATED, ALL CONNECTIONS SHALL MEET RATING REQUIREMENTS.

6) FIRE RATED PARTITIONS ARE INDICATED ON THE FIRE CODE PLANS ON THE G2 SHEETS. ALL GYP BOARD IN AFIRE RATED ASSEMBLY MUST BE 5/8" TYPE "X" AND CONSTRUCTION MUST MATCH THE ASSIGNED UL NUMBER.REFERENCE THE TYPE SCHEDULES ON THIS SHEET FOR UL NUMBERS WHERE APPLICABLE. WHERE ALLOWED BYTHE LOCAL CODE OFFICIALS, ALTERNATE UL ASSEMBLIES MAY BE PRESENTED FOR THE CONSIDERATION OF THEARCHITECT AND THE CODE OFFICIALS, BUT MUST NOT BE USED UNLESS APPROVED IN WRITING. PARTITIONS NOTIDENTIFIED ON THE G2 SHEETS AS FIRE RATED MAY BE BUILT WITH STANDARD GYP BOARD AND ARE NOTREQUIRED TO MEET LISTED UL ASSEMBLY REQUIREMENTS.

7) WHERE FIRE RATED MASONRY PARTITIONS ARE INDICATED TO EXTEND TO DECK, ANY VENEER OR ACMU MAYTERMINATE ABOVE CEILING LEVEL. THE CMU WALL SHALL EXTEND TO DECK WITH REGULAR CMU OF SAMETHICKNESS AS THE CMU (OR ACMU) IN THE WALL ASSEMBLY.

8) PARTITIONS INDICATED TO RECEIVE SOUND ATTENUATION SHALL INCLUDE INSULATION FULL HEIGHT U.N.O.SOUND ATTENUATED GYP BOARD PARTITIONS SHALL INCLUDE SOUND ATTENUATING BATT INSULATION. SOUNDATTENUATED CMU WALLS SHALL HAVE ALL UNREINFORCED CORES FILLED WITH FOAMED IN PLACE INSULATION.FLOOR TRACK OF SOUND RATED GYP WALLS SHALL BE SET IN A CONTINUOUS BED OF SEALANT.

9) ALL COLD FORM METAL FRAMING (METAL STUDS) ARE SUBJECT TO THE DESIGN OF A QUALIFIED STRUCTURALENGINEER. FINAL DETERMINATION OF GUAGE AND DIMENSIONS OF FRAMING WILL BE DETERMINED BYSTRUCTURAL DESIGN. ENGINEERS RECOMMENDATIONS WHICH WOULD SIGNIFICANTLY IMPACT WALL THICKNESSMUST BE COORDINATED WITH THE ARCHITECT FOR ALIGNMENT PRIOR TO CONSTRUCTION.

10) REFER TO TYPICAL INTERIOR PARTITION BRACING DETAILS FOR ADDITIONAL INFORMATION REGARDING FLOORAND DECK CONNECTIONS. FIRE RATED WALLS SHALL USE FIRE STOPPING SEALANTS OR ASSEMBLIES WHERE THEWALL ABUTS THE DECK, INCLUDING MINERAL WOOL INSULATION WHERE APPLICABLE. NON-RATED PARTITIONSSHALL USE ACOUSTICAL SEALANTS AND SAB INSULATION WHERE THE WALL ABUTS THE DECK.

11) FOR ANY DESCREPENCY BETWEEN PARITITON TYPES AND WALL SECTIONS, WALL SECTION SHALL SUPERCEDE.

12) NOT ALL PARTITION TYPES SHOWN WILL BE USED IN EVERY PROJECT.

PARTITION TYPE TAGS

A3

LETTER INDICATES PARTITION TYPE.

NUMBER INDICATES STUD OR CMU SIZE AS FOLLOWS:1 - 7/8" HAT CHANNEL2 - 1 5/8" METAL STUD3 - 2 1/2" METAL STUD4 - 3 5/8" METAL STUD OR CMU6 - 6" METAL STUD OR 5 5/8" CMU8 - 8" METAL STUD OR 7 5/8" CMU12 - 11 5/8" CMU

WALL ASSEMBLY IN PLAN VIEW

A3

A3

A3

A3

A3

PARTITION TYPE TAG SHAPES

A3

WALL TO DECK

WALL TO 6" ABOVE CEILING

FIRE RATED WALL TO DECK

ACOUSTICAL WALL TO DECK

ACOUSTICAL WALL TO 6" ABOVE CEILING

ACOUSTICAL FIRE RATED WALL TO DECK

INTERIOR PARTITION TYPE LEGEND

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1 1/2" = 1'-0"HWALL TYPE H - GYP BOARD ON METAL STUD

1 1/2" = 1'-0"MWALL TYPE M - GYP BOARD FURRING

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1'-0

"H

EIG

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VA

RIE

S -

RE

F. R

CP

BASE AS SCHED.

FLOORING AS SCHED.

CONC. SLAB - REF. STRUCT.

SOUND BATT INSUL.

MTL. STUD FRAMING @ 16" O.C.(REF. PLAN FOR SIZE)

CEILING AS SCHED.

SOUND BATT INSUL.2'-0" WIDE EACH SIDE OFINTERIOR PARTITIONS.

5/8" GYP. BD. ON EA. SIDE OFMTL. STUD FRAMING @ 16" O.C.(REF. PLAN FOR SIZE)

20 GA.BOTTOM

TRACK

20 GA. TOPTRACK

BRACING AS REQ'D. - REF.STRUCT.

HE

IGH

T V

AR

IES

- R

EF

. RC

P

GYP. BD. TO WITHIN 1/4" OFFLOOR SLAB. SEALANT W/ FIRESEALANT EA. SIDE @ FIRE RATEDPARTITION; SEALANT W/ACOUSTICAL SEALANT @ SOUNDPARTITION

BASE AS SCHED.

FLOORING AS SCHED.

CONC. SLAB - REF. STRUCT.

SOUND BATT INSUL.

MTL. STUD FRAMING @ 16" O.C.(REF. PLAN FOR SIZE)

CEILING AS SCHED.

20 GA.BOTTOM

TRACK

FIRERATED

PARTITION

SOUNDPARTITIO

N

FLOOR SLAB OR ROOF DECKASSEMBLY

REFER TO CODE SUMMARY PLANFOR LOCATIONS

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

1 HR. ASSEMBLY: UL U465 1LAYER OF 5/8" TYPE "X" GYP. BD.ON EA. SIDE OF MTL. STUDFRAMING @ 16" O.C. (REF. PLANFOR SIZE)

2 HR. ASSEMBLY: UL U4112 LAYERS OF 5/8" TYPE "X"GYP. BD. ON EA. SIDE OF MTL.STUD FRAMING @ 16" O.C.(REF. PLAN FOR SIZE)

G3.2

6 Sim

G3.2

7 Sim

HE

IGH

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. RC

P

SOUND BATT INSUL.2'-0" WIDE EACH SIDE OFINTERIOR PARTITIONS EXCEPTWHERE PARTITION IS EXTENDEDTODECK.


EXTEND DRYWALL FIRERATEDOR SOUND PARTITION TODECK. WHERE SHOWN ONCODE SUMMARY PLAN.

PROVIDE CMU BOND BM.CONT. ALONG TOP OF WALLW/ 2-#5 BARS CONT. -FILL SOLID W/ GROUT

CEILING ASSCHED.

HORIZ. REINF. @16" O.C. VERT. - CONT. HORIZ.

CMU - REF. FLOORPLAN FOR SIZE

BASE AS SCHED.

FLOORING AS SCHED.

CONC. SLAB - REF.STRUCT.

EXTEND PARTITION AMIN. OF ONE BLOCKCOURSE ABOVE CLG.

FIRERATED

PARTITION

SOUNDPARTITIO

N

IF INDICATED AS ASOUND WALL FILL WITHFOAMED IN PLACEINSULATION.

TYP. CMU PARTITION STOPSONE COURSE ABOVEFINISHED CEILING IF NOTFIRE OR SOUND RATED


DRYWALL EXTENSION OF FIRE RATED OR SOUND PARTITIONS TO DECK

G3.2

6 Sim

G3.2

7 Sim

G3.2

5 Sim

STL.BRACING AS

REQ'D. - REF.STRUCT.

HE

IGH

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- R

EF

. RC

P

1"

SOUND BATT INSUL.2'-0" WIDE EACH SIDE OFINTERIOR PARTITIONS EXCEPTWHERE PARTITION IS EXTENDED TODECK.


CEILING AS SCHED.

HORIZ. REINF. @16" O.C. VERT. - CONT.HORIZ.CMU - REF. FLOORPLAN FOR SIZE

BASE AS SCHED.

FLOORING AS SCHED.

CONC. SLAB - REF.STRUCT.

FIRERATED

PARTITION

IF INDICATED AS ASOUND WALL FILL WITHFOAMED IN PLACEINSULATION.


EXTEND MASONRY FIRERATED

PARTITION TO DECK WHERESHOWN ON CODE SUMMARY

PLAN.

PROVIDE CMU BOND BM.CONT. ALONG TOP OF WALL

W/ 2-#5 BARS CONT. -FILL SOLID W/ GROUT

STL. BRACING AS REQ'D. -REF. STRUCT.

G3.2

8 Sim

REF. PLAN

2 1/

2"

3/16"

1/2"

WHERE REQUIRED FOR FIRE WALL,PROVIDE 1 LAYER 5/8" TYPE "X"

GYP. BD. ON EA. SIDE OF MTL.STUD FRAMING @ 16" O.C. @ 1

HR. RATED (UL-U465) - PROVIDE2 LAYERS @ 2 HR. RATED

(UL-U411) - FIRE TAPE AND BEDALL JOINTS @ FIRE WALL - EXTEND

TO DECK PER DETAILMIN. 1/2" THICKNESS INTUMESCENTFIRESTOP SEALANT @ FIREPARTITIONON EA. SIDE. ACOUSTICAL SEALANTEA. SIDE @ SOUND PARTITION.

SOUND BATT. INSUL.FULL HEIGHT OF WALL

FIRE OR ACOUSTICALSEALANTALL GYP. BD. PENETRATIONS

20 GA. STUD TRACK IFDRYWALL PARTITIONABOVE

REF. STRUCT. FORWALL BRACING

2-1/2"x2-1/2"x25 GA.RESTRAINING ANGLES EACH SIDE.ATTACH TO DECK AT 12" O.C.MAX. DO NOT SCREW TODEFLECTION TRACK OR WALLPARTITION.LINE RESTRAINING ANGLES WITHSAME WALLBOARD USED FORWALL. ATTACH TO ANGLE AT 8" O.C.MAX.

MIN. 1/2" THICKINTUMESCENT FIRESTOP

SEALANT ON EA. SIDE

1-1/2" (MIN THICK) MINERALWOOL (MIN. 4PCF DENSITY)

FIRMLY PACKED INTO FLUTES

2 LAYERS 5/8" GYP. BD.TYPE "X" @ 2 HR. RATED

(UL-U411) OR 1 LAYER 5/8"GYP. BD. TYPE "X" @ 1 HR.

RATED (UL-U465) - FIRETAPE AND BED ALL JOINTS

MTL. STUD FRAMING @ 16"O.C. (REF. PLAN FOR SIZE)

BOTTOM OF FLOORSLAB OR MTL. DECK

DEFLECTION HEAD TRACK W/ 2"MIN. LEGS. DO NOT SCREW STUDSOR WALL BOARD TO DEFLECTIONTRACK.

TOP OF STUD (BEYOND) 1"BELOW BOTTOM OF HEAD TRACK

SOUND BATT INSUL.

NOTE: FIRESTOP DETAIL VARIES DEPENDINGON WHERE PARTITION BUTTS UP TO BOTTOMOF METAL DECK.

1 HR: UL# HW-D-0001; 2 HR: UL# HW-D-0002

NOTE ACCEPTABLE ALTERNATE: INSTALL"FIRETRACK" DEFLECTION TRACK AND FIRESTOPSYSTEM, CONSISTENT WITHMANUFACTURERS DETAILS FOR THE FIRERATING REQUIRED.

1"

2 1/

2"

1"

FILL ALL FLUTES W/SOUND BATTS





SOUND BATT INSUL.FULL HEIGHT OF PARTITIONREF. PLAN

1"

FIRE SEALANT SYSTEM -REF. CODE PLAN FOR UL#



MASONRY WALL (REF. PLANFOR SIZE)


1 HR: UL# HW-D-0040

LINE RESTRAINING ANGLESWITHSAME WALLBOARD USED FORWALL. ATTACH TO ANGLE AT 8"O.C. MAX.

MIN. 1/2" THICKINTUMESCENT FIRESTOP

SEALANT ON EA. SIDE



2 LAYERS 5/8" GYP. BD.TYPE "X" @ 2 HR. RATED

(UL-U411) OR 1 LAYER5/8"

GYP. BD. TYPE "X" @ 1HR.

RATED (UL-U465) - FIRETAPE AND BED ALL

JOINTSMTL. STUD FRAMING @ 16"O.C. (REF. PLAN FOR SIZE)




SOUND BATT INSUL.

NON COMBUSTIBLE BLOCKINGOR LONGER LEG FORRESTRAINING ANGLE

ATTACHMENT TO DECK.

1 HR: UL# HW-D-0001; 2 HR: UL# HW-D-0002

NOTE ACCEPTABLE ALTERNATE: INSTALL"FIRETRACK" DEFLECTION TRACK AND FIRESTOPSYSTEM, CONSISTENT WITHMANUFACTURERS DETAILS FOR THE FIRERATING REQUIRED.

2 1/

2"

1"ACOUSTICALSEALANT

EACH SIDE.





SOUND BATT INSUL.FULL HEIGHT OF PARTITION

1"

REF. PLAN

FIRE SEALANT SYSTEM -REF. CODE PLAN FOR UL#




MASONRY WALL (REF. PLANFOR SIZE)

PROVIDE IDENTICAL JOINT INDRYWALL FURRING ONMASONRY.

5/8" GYP. BD. ON EASIDE OF 3-5/8" MTLSTUDS @ 16" O.C.(TYPICAL) 2 LAYERSGYP BD. (AT 2 HOURWALLS)

METAL C.J.EA. SIDE- CONT. VERT.

NON-RATEDJT

RATED JT -USG #WHI-647-3024

AIRSPACE

VARI

ES

1/4"

MASONRY WALL

SOUND BATT INSUL. ASSPEC. (U.N.O. ON PLAN.)

5/8" GYP. BD. ON EA.SIDE OF MTL STUDS

MTL STUDS @ 16"O.C.

2- MTL STUDSCONT. VERT. REF.PLAN FOR STUDTHICKNESS.

"Z" REVEAL MOLDING

"Z" REVEAL MOLDING

PROVIDE FILLER BEHINDBASE (BELOW) EA. SIDE.PAINT FILLER TO MATCHBASE COLOR.

1/2"

REF

PLAN

RE

F. P

LAN

RAKE JOINT BACK 1/2" - PROVIDEBACKER ROD AND CONT. SEALANT - (CONT. VERT.)

CMU

REF. STRUCT. FORREINF. ANDGROUTINGREQUIREMENTS.

RE

F. P

LAN

REF. PLAN

RAKE BACK JOINT 1/2" PROVIDEBACKER ROD AND CONT.SEALANT. (CONT. VERT.)

EXPANDED METAL LATH 12"LONG @ 16" O.C. VERT.

CMUREF. STRUCT. FOR REINF.AND GROUTING

REQUIREMENTS.

VERT. GREASE DUCT

5/8" GYP BD ON 2 1/2" C-H STUDS W/ 1" GYP BD @INTERIOR TO MEET U.L. #U469 1 HR ASSEMBLY. EXTENDFROM TOP OF EXHAUST HOOD UP TO ROOF DECK, SEALALL JOINTS W/ FIRE SEALANT

MIN4"

MIN4"

MIN

4"

MIN

4"

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TYPICAL INTERIOR

PARTITION BRACING

DETAILS

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1 1/2" = 1'-0"1TYP. SECTION @ INTERIOR DRYWALL PARTITION

1 1/2" = 1'-0"2TYP. SECTION @ INTERIOR DRYWALL FIRE RATED OR SOUND PARTITION

1 1/2" = 1'-0"3TYP. SECTION @ INTERIOR CMU PARTITION

1 1/2" = 1'-0"4TYP. SECTION @ INTERIOR CMU FIRE RATED OR SOUND PARTITION

3" = 1'-0"5DETAIL - CMU PARTITION

3" = 1'-0"6FIRE RATED CONNECTION OF WALL PERPENDICULAR TO DECK

3" = 1'-0"7SOUND PARTITION CONNECTION OF WALL PERPENDICULAR TO DECK

3" = 1'-0"8FIRE RATED CONNECTION OF WALL PERPENDICULAR TO DECK

3" = 1'-0"9G3_FIRE RATED CONNECTION OF WALL PARALLEL TO DECK_3"

3" = 1'-0"10SOUND PARTITION CONNECTION OF WALL PARALLEL TO DECK

3" = 1'-0"11FIRE RATED CONNECTION OF WALL PARALLEL TO DECK

3" = 1'-0"13TYP C.J. @ DRYWALL

3" = 1'-0"14TYP DETAIL OF STEEL STUD PARTITION TO CMU

1 1/2" = 1'-0"15CONTROL JOINT @ CMU

1 1/2" = 1'-0"16TYP CMU PARTITION INTERSECTION

1 1/2" = 1'-0"12DETAIL - RATED DUCT ENCLOSURE

Rev

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Dat

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10' MB

W5

W4 W4

W4 W4

M4

F1

M2

C1M1

W2W2

NO SCOPETHIS AREA

W1

M4

M2W2W1

M3

W6

W7

NO SCOPETHIS AREA

M6

C3

C3

C3

PROTECT EXISTING CARPET INLIBRARY DURING DEMOLITION ANDNEW CONSTRION

V.I.F.

+/- 7' - 2"

V.I.F.+/- 1' - 9 1/4"

12' - 2 3/4"

V.I.F.

+/- 7' - 2"

V.I.F.+/- 1' - 9 1/4"

12' - 3 3/4"

V.I.F.+/- 2' - 1 1/2"

6' - 1 1/2"

DEMOLITION GENERAL NOTES

A. BIDDERS TO VISIT SITE AND BE FAMILIAR WITH EXISTINGCONDITIONS, INCLUDING BUT NOT LIMITED TO EXISTINGDIMENSIONS, EQUIPMENT, LOCATIONS, SIZES, QUANTITIES,AND MATERIALS.

B. EXISTING ELECTRICAL POWER SERVING THE EXISTINGFACILITY WILL REMAIN ON LINE. DISRUPTIONS REQUIREDFOR CONSTRUCTION TO BE COORDINATED WITH THESCHOOL DISTRICT REPRESENTATIVE ASSIGNED TO THISSPECIFIC PROJECT.

C. EXISTING DRAIN LINES SERVING THE EXISTING FACILITYWILL REMAIN FUNCTIONAL. ANY DISRUPTIONS REQUIREDFOR NEW TIE-INS DURING CONSTRUCTION MUST BECOORDINATED WITH THE SCHOOL DISTRICTREPRESENTATIVE ASSIGNED TO THIS SPECIFIC PROJECT.

D. CONTRACTOR WILL COORDINATE EXACT SIZES ANDLOCATIONS FOR MECHANICAL, PLUMBING, AND ELECTRICALPENETRATIONS REQUIRED FOR NEW WORK WITH EACHRESPECTIVE TRADE.

E. CONTRACTOR WILL KEEP OPENINGS TO THE EXTERIORTEMPORARILY COVERED FOR PROTECTION FROM WATER.

F. CONTRACTOR WILL KEEP OPENINGS TEMPORARILYCOVERED FOR PEDESTRIAN SAFETY.

G. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN ANDINSTALLATION OF TEMPORARY SHORING AND BRACINGREQUIRED FOR DEMOLITION.

H. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBINGSHEETS FOR ADDITIONAL PENETRATIONS AND OTHERRELATED DEMOLITION OR EQUIPMENT REMOVAL.

I. EXISTING CONSTRUCTION IS SHOWN BASED UPON OWNERFURNISHED PLANS, OWNER FURNISHED SURVEYS, ANDONSITE OBSERVATIONS. DISCREPANCIES BETWEENDRAWINGS AND ACTUAL FIELD CONDITIONS WILL BEREPORTED TO THE ARCHITECT/ENGINEER/PROJECTMANAGER PRIOR TO PROCEEDING WITH WORK.

J. EXISTING CONSTRUCTION ADJACENT TO DEMOLITIONWORK WILL BE PATCHED AND REPAIRED TO MATCHORIGINAL CONDITION.

K. DEMOLITION WORK SCHEDULE SHALL BE COORDINATEDWITH THE SCHOOL DISTRICT REPRESENTATIVE ASSIGNEDTO THIS SPECIFIC PROJECT.

L. THIS EXISTING FACILITY WILL REMAIN FUNCTIONALDURING THE COURSE OF THE DEMOLITION WORK.CONTRACTOR WILL MAINTAIN DUST BARRIERS,BARRICADES, PEDESTRIAN PROTECTION, WATERPROTECTION, AND SAFETY DEVICES IN PLACE AT ALL TIMESDURING AND AFTER DEMOLITION UNTIL NEW WORK ISINSTALLED.

M. CONTRACTOR WILL MAINTAIN SITE DRAINAGE DEVICESAND COMPONENTS DURING THE COURSE OF DEMOLITIONAND UP UNTIL NEW WORK IS IN PLACE. THIS INCLUDESEXISTING SUB-SOIL DRAINAGE.

N. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONALREQUIREMENTS.

O. REFER TO MECHANICAL, ELECTRICAL, AND ROOF PLANDRAWINGS FOR ADDITIONAL DEMOLITION NOT SPECIFICALLYCOVERED BY DEMOLITION PLANS, ESPECIALLY RELATIVE TOMODIFICATIONS TO EXISTING H.V.A.C. SYSTEMS.

P. DEMOLITION, AS NOTED, CONSISTS OF COMPLETEREMOVAL OF THE LISTED ITEMS, RELATED FASTENERS, ANDATTACHMENT MATERIALS LEAVING A CLEAN SURFACEREADY TO RECEIVE NOTED MATERIALS OR SCHEDULEDFINISHES.

Q. UNLESS NOTED OTHERWISE, MATERIALS WILL BEREMOVED FROM SITE AND DISPOSED OF AT CONTRACTOR'SEXPENSE, DISPOSAL WILL COMPLY WITH APPLICABLELOCAL, STATE, AND FEDERAL GUIDELINES.

R. DEMOLITION WILL FOLLOW THE CONSTRUCTIONSCHEDULE PROVIDED IN THE SPECIFICATIONS.

S. PRECAUTIONS WILL BE TAKEN TO SEPARATE STUDENTSAND SCHOOL STAFF FROM DEMOLITION AND TO PROECTTHEIR HEALTH AND SAFETY.

T. ADDITIONAL MATERIALS, WHERE CONSTRUCTION ADJOINSEXISTING, NOT SPECIFICALLY IDENTIFIED IN THEDEMOLITION PLANS, WILL BE REMOVED AS REQUIRED TOCOMPLETE THE CONSTRUCTION. THESE MATERIALSTYPICALLY INCLUDE MATERIAL PROJECTION BEYOND THEFACE OF THE WALL, INCLUDING BRICK SILLS, OTHERPROJECTIONS, AND ROOF FLASHINGS, GUTTERS, ANDTRIMS. REFER TO WALL SECTIONS FOR SPECIFICCONDITIONS.

U. INVESTIGATE EACH WALL SUBJECT TO DEMOLITION TODETERMINE IF IT IS USED FOR BEARING. COORDINATE WITHCONSTRUCTION SEQUENCE AND PROVIDE SHORING AT ANYWALL CARRYING STRUCTURAL LOAD TO PREVENT COLLAPSEUNTIL NEW STRUCTURE IS IN PLACE.

V. OWNER RESERVES FIRST RIGHT TO RETAIN AND KEEPANY EXISTING ITEMS REMOVED AS A PART OF THEDEMOLITION WORK.

W. GENERAL CONTRACTOR SHALL COORDINATE THEREMOVAL OF ALL TECHNOLOGY AND COMMUNICATIONDEVICES INCLUDING INTERCOM SPEAKERS, CLOCKS,WIRELESS ACCESS POINTS, CAFETERIA SPEAKERS,PROJECTORS, PROJECTOR PLATES, AUDIO-VIDEO CABLING,INTELLIGENT BOARDS, SCREENS, ETC WITH THE SOUND,INTERCOM AND TECHNOLOGY CONTRACTORS. THIS WORKMUST BE DONE PRIOR TO REMOVAL OF CEILING TILE OROTHER CEILING AND PLENUM WORK.

X. ALL TECHNOLOGY AND LOW-VOLTAGE CABLING IN THEPLENUM SHALL REMAIN IN PLACE. ANY DAMAGE TO THISCABLING SHALL HAVE NEW CABLING PLACED BY THEPROPER TRADE CONTRACTOR AT THE SOLE EXPENSE OFTHE CONTRACTOR THAT DAMAGED THE CABLING. ALLCABLES HAVE BEEN TESTED PRIOR TO RENOVATION WORKAND ALL WILL BE TESTED AFTER THE WORK IS COMPLETED.

EXISTING PARTITION TO BE REMOVED. INCLUDINGBASE, DOORS, WINDOWS, OUTLETS, SWITCHES,CHALK/TACK BOARDS, POWER POLES, WALL CAPSAND ANY ITEM ATTACHED TO OR ASSOCIATEDWITH THE PARTITION. CONTRACTOR WILL VERIFYELECTRICAL, MECHANICAL & PLUMBING INEXISTING WALLS & TERMINATE OR RELOCATE ASREQUIRED FOR CONTRACT WORK. PATCH,REPAIR & CLEAN ALL ADJACENT WALLS ANDPREPARE TO RECEIVE NEW PARTITION WALLS ASSHOWN ON FLOOR PLANS.

EXISTING DOOR AND FRAME TO BE REMOVEDUNLESS OTHERWISE NOTED.

EXISTING ITEM TO BE REMOVED AS NOTED.

EXISTING WALL / PARTITION TO REMAIN.

EXISTING DOOR AND FRAME TO REMAIN.

DEMOLITION LEGEND

NOTES BY SYMBOL

DOORS & WINDOWS

D1. REMOVE & DISPOSE OF EXISTING DOOR & FRAME.

MISCELLANEOUS

M1. REMOVE & DISPOSE OF EXISTING MILLWORK, CABINETS AND/ORSHELVING. PATCH AND REPAIR ADJACENT WALL FINISHES.REMOVEALL ASSOCIATED EXISTING ELECTRICAL POWER IFPRESENT AND TERMINATE AT WALL OR FLOOR W/ BLANK FACEPLATE OR JUNCTION BOX THAT CAN BE COVERED.

M2. REMOVE EXISTING DISPLAY CASE. SAWCUT OPENING INMASONRY WALL BEYOND FOR INSTALLATION OF NEW STEEL LINTELIF BRICK IS PRESENT AND WINDOW FRAME.

M3. REMOVE EXISTING METAL LOCKERS AND SALVAGE BACK TOOWNER.

M4. EXISTINGMILLWORK, CABINETS AND/OR SHELVING TO REMAIN INPLACE.

M5. REMOVE EXISTING MARKER BOARD AND SALVAGE BACK TOOWNER.

M6. REMOVE EXISTING TACK BOARDS AND SALVAGE BACK TOOWNER.

CEILINGS

C1. REMOVE EXISTING CEILING GRID, ACOUSTICAL CEILING TILE,GRILLES, DIFFUSERS, LIGHTING, AND ALL OTHER ITEMSOCCURRING WITHIN THE CEILING PLANE IN THIS AREA FORINSTALLATION OF NEW CEILING AND LIGHTING. STORE ANDPROTECT OTHER ITEMS FOR REINSTALLATION. PREPAREADJACENT WALLS TO RECEIVE NEW CEILING AS SHOWN ONREFLECTED CEILING PLANS.

C2. RECONFIGURE EXISTING CEILING GRID, ACOUSTICAL CEILINGTILE, GRILLES, DIFFUSERS, LIGHTING, AND ALL OTHER ITEMSOCCURING WITHIN THE CEILING PLANE AS REQUIRED FORREMOVAL OF EXISTING WALL PARTITIONS TO CREATE LARGERCLASSROOM.

C3. PROTECT EXISTING GYP BD BULKHEAD IN PLACE DURINGDEMOLITION FOR RE-USE IN NEW CONSTRUCTION.

FLOORS

F1. REMOVE EXISTING CARPETED FLOORING & BASE DOWN TOEXISTING SUBSTRATE. REMOVE EXISTING BUILT-UP CONCRETEFLOOR SLAB AND STEPPED CONCRETE PLATFORMS DOWN TOEXISTING FINISHED CONCRETE FLOOR SLAB. PATCH & REPAIREXIST SUBSTRATE, APPLY LEVELING COMPOUND AS REQ'D FORNEW SCHEDULED FINISH.

WALLS

W1. EXISTING INTERIOR PLASTIC LAMINATE WALL PANELINGALONG CORRIDOR SIDE OF WALL TO BE MODIFIED AS REQUIREDFOR NEW DISPLAY CASES OR WINDOW. PROTECT DURINGDEMOLITION AND NEW CONSTRUCTION.

W2. SHORE, BRACE, AND CUT OPENING INTO EXISTING WALL.PREPARE OPENING TO RECEIVE NEW WINDOW FRAME AND/ORNEW DOOR FRAME AND HARDWARE AS SCHEDULED.

W3. REMOVE EXISTING WALL PARTITION (SHOWN DASHED,TYPICAL) IN ITS ENTIRITY, INCLUDING BASE, DOORS, WINDOWS,OUTLETS, SWITCHES, AND ANY ITEM ATTACHED TO ORASSOCIATED WITH THE WALL PARTITION. CONTRACTOR SHALLVERIFY ELECTRICAL, MECHANICAL AND PLUMBING IN EXISTINGWALLS AND TERMINATE OR RELOCATE AS REQUIRED FORCONTRACT WORK. PATCH, REPAIR AND CLEAN ALL ADJACENTSURFACES TO RECIEVE NEW FINISHES AS SCHEDULED ON PLANS.

W4. REMOVE EXISTING WINDOWS AND WALL BELOW BETWEENGYP BRD FURRED COLUMNS AND BELOW GYP BRD BULK HEAD.CONTRACTOR SHALL VERIFY ELECTRICAL IN EXISTING WALLS ANDTERMINATE OR RELOCATE AS REQUIRED FOR CONTRACT WORK.PATCH, REPAIR AND CLEAN ADJACENT WALLS TO RECEIVE NEWWALLS OR CASEWORK AS SHOWN ON PLANS.

W5. REMOVE PARTIAL HEIGHT PORTION OF WOOD CAPPED, CMUMASONRY WALL TO FLOOR SLAB. PATCH, REPAIR AND CLEANADJACENT SURFACES AND STEEL SUPPORT COLUMNSTO LEAVECLEAN OPENING FOR INSTALLATION OF NEW ALUMINUMSTOREFRONT AS SHOWN ON PLANS.

W6. PREP EXISTING WALL WITH SUPER-HIDE PRIMER FOR NEWPAINTED FINISH AND/OR NEW GRAPHICS.

W7. EXISTING STUDENT STORE TO BE RENOVATED BYALLOWANCE.

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DEMOLITION FLOOR PLAN -

SECTION 2

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KEY PLAN - 1ST FLOOR

N.T.S.

NPLAN

1/8" = 1'-0"1DEMOLITION PLAN - SECTION 2

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D1

D1

M3

M1

W3

W3

M3M4

M4 M4

M1

M4

M2W2W1 M5

C2

C2

C2

DEMOLITION GENERAL NOTES

A. BIDDERS TO VISIT SITE AND BE FAMILIAR WITH EXISTINGCONDITIONS, INCLUDING BUT NOT LIMITED TO EXISTINGDIMENSIONS, EQUIPMENT, LOCATIONS, SIZES, QUANTITIES,AND MATERIALS.

B. EXISTING ELECTRICAL POWER SERVING THE EXISTINGFACILITY WILL REMAIN ON LINE. DISRUPTIONS REQUIREDFOR CONSTRUCTION TO BE COORDINATED WITH THESCHOOL DISTRICT REPRESENTATIVE ASSIGNED TO THISSPECIFIC PROJECT.

C. EXISTING DRAIN LINES SERVING THE EXISTING FACILITYWILL REMAIN FUNCTIONAL. ANY DISRUPTIONS REQUIREDFOR NEW TIE-INS DURING CONSTRUCTION MUST BECOORDINATED WITH THE SCHOOL DISTRICTREPRESENTATIVE ASSIGNED TO THIS SPECIFIC PROJECT.

D. CONTRACTOR WILL COORDINATE EXACT SIZES ANDLOCATIONS FOR MECHANICAL, PLUMBING, AND ELECTRICALPENETRATIONS REQUIRED FOR NEW WORK WITH EACHRESPECTIVE TRADE.

E. CONTRACTOR WILL KEEP OPENINGS TO THE EXTERIORTEMPORARILY COVERED FOR PROTECTION FROM WATER.

F. CONTRACTOR WILL KEEP OPENINGS TEMPORARILYCOVERED FOR PEDESTRIAN SAFETY.

G. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN ANDINSTALLATION OF TEMPORARY SHORING AND BRACINGREQUIRED FOR DEMOLITION.

H. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBINGSHEETS FOR ADDITIONAL PENETRATIONS AND OTHERRELATED DEMOLITION OR EQUIPMENT REMOVAL.

I. EXISTING CONSTRUCTION IS SHOWN BASED UPON OWNERFURNISHED PLANS, OWNER FURNISHED SURVEYS, ANDONSITE OBSERVATIONS. DISCREPANCIES BETWEENDRAWINGS AND ACTUAL FIELD CONDITIONS WILL BEREPORTED TO THE ARCHITECT/ENGINEER/PROJECTMANAGER PRIOR TO PROCEEDING WITH WORK.

J. EXISTING CONSTRUCTION ADJACENT TO DEMOLITIONWORK WILL BE PATCHED AND REPAIRED TO MATCHORIGINAL CONDITION.

K. DEMOLITION WORK SCHEDULE SHALL BE COORDINATEDWITH THE SCHOOL DISTRICT REPRESENTATIVE ASSIGNEDTO THIS SPECIFIC PROJECT.

L. THIS EXISTING FACILITY WILL REMAIN FUNCTIONALDURING THE COURSE OF THE DEMOLITION WORK.CONTRACTOR WILL MAINTAIN DUST BARRIERS,BARRICADES, PEDESTRIAN PROTECTION, WATERPROTECTION, AND SAFETY DEVICES IN PLACE AT ALL TIMESDURING AND AFTER DEMOLITION UNTIL NEW WORK ISINSTALLED.

M. CONTRACTOR WILL MAINTAIN SITE DRAINAGE DEVICESAND COMPONENTS DURING THE COURSE OF DEMOLITIONAND UP UNTIL NEW WORK IS IN PLACE. THIS INCLUDESEXISTING SUB-SOIL DRAINAGE.

N. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONALREQUIREMENTS.

O. REFER TO MECHANICAL, ELECTRICAL, AND ROOF PLANDRAWINGS FOR ADDITIONAL DEMOLITION NOT SPECIFICALLYCOVERED BY DEMOLITION PLANS, ESPECIALLY RELATIVE TOMODIFICATIONS TO EXISTING H.V.A.C. SYSTEMS.

P. DEMOLITION, AS NOTED, CONSISTS OF COMPLETEREMOVAL OF THE LISTED ITEMS, RELATED FASTENERS, ANDATTACHMENT MATERIALS LEAVING A CLEAN SURFACEREADY TO RECEIVE NOTED MATERIALS OR SCHEDULEDFINISHES.

Q. UNLESS NOTED OTHERWISE, MATERIALS WILL BEREMOVED FROM SITE AND DISPOSED OF AT CONTRACTOR'SEXPENSE, DISPOSAL WILL COMPLY WITH APPLICABLELOCAL, STATE, AND FEDERAL GUIDELINES.

R. DEMOLITION WILL FOLLOW THE CONSTRUCTIONSCHEDULE PROVIDED IN THE SPECIFICATIONS.

S. PRECAUTIONS WILL BE TAKEN TO SEPARATE STUDENTSAND SCHOOL STAFF FROM DEMOLITION AND TO PROECTTHEIR HEALTH AND SAFETY.

T. ADDITIONAL MATERIALS, WHERE CONSTRUCTION ADJOINSEXISTING, NOT SPECIFICALLY IDENTIFIED IN THEDEMOLITION PLANS, WILL BE REMOVED AS REQUIRED TOCOMPLETE THE CONSTRUCTION. THESE MATERIALSTYPICALLY INCLUDE MATERIAL PROJECTION BEYOND THEFACE OF THE WALL, INCLUDING BRICK SILLS, OTHERPROJECTIONS, AND ROOF FLASHINGS, GUTTERS, ANDTRIMS. REFER TO WALL SECTIONS FOR SPECIFICCONDITIONS.

U. INVESTIGATE EACH WALL SUBJECT TO DEMOLITION TODETERMINE IF IT IS USED FOR BEARING. COORDINATE WITHCONSTRUCTION SEQUENCE AND PROVIDE SHORING AT ANYWALL CARRYING STRUCTURAL LOAD TO PREVENT COLLAPSEUNTIL NEW STRUCTURE IS IN PLACE.

V. OWNER RESERVES FIRST RIGHT TO RETAIN AND KEEPANY EXISTING ITEMS REMOVED AS A PART OF THEDEMOLITION WORK.

W. GENERAL CONTRACTOR SHALL COORDINATE THEREMOVAL OF ALL TECHNOLOGY AND COMMUNICATIONDEVICES INCLUDING INTERCOM SPEAKERS, CLOCKS,WIRELESS ACCESS POINTS, CAFETERIA SPEAKERS,PROJECTORS, PROJECTOR PLATES, AUDIO-VIDEO CABLING,INTELLIGENT BOARDS, SCREENS, ETC WITH THE SOUND,INTERCOM AND TECHNOLOGY CONTRACTORS. THIS WORKMUST BE DONE PRIOR TO REMOVAL OF CEILING TILE OROTHER CEILING AND PLENUM WORK.

X. ALL TECHNOLOGY AND LOW-VOLTAGE CABLING IN THEPLENUM SHALL REMAIN IN PLACE. ANY DAMAGE TO THISCABLING SHALL HAVE NEW CABLING PLACED BY THEPROPER TRADE CONTRACTOR AT THE SOLE EXPENSE OFTHE CONTRACTOR THAT DAMAGED THE CABLING. ALLCABLES HAVE BEEN TESTED PRIOR TO RENOVATION WORKAND ALL WILL BE TESTED AFTER THE WORK IS COMPLETED.

EXISTING PARTITION TO BE REMOVED. INCLUDINGBASE, DOORS, WINDOWS, OUTLETS, SWITCHES,CHALK/TACK BOARDS, POWER POLES, WALL CAPSAND ANY ITEM ATTACHED TO OR ASSOCIATEDWITH THE PARTITION. CONTRACTOR WILL VERIFYELECTRICAL, MECHANICAL & PLUMBING INEXISTING WALLS & TERMINATE OR RELOCATE ASREQUIRED FOR CONTRACT WORK. PATCH,REPAIR & CLEAN ALL ADJACENT WALLS ANDPREPARE TO RECEIVE NEW PARTITION WALLS ASSHOWN ON FLOOR PLANS.

EXISTING DOOR AND FRAME TO BE REMOVEDUNLESS OTHERWISE NOTED.

EXISTING ITEM TO BE REMOVED AS NOTED.

EXISTING WALL / PARTITION TO REMAIN.

EXISTING DOOR AND FRAME TO REMAIN.

DEMOLITION LEGEND

NOTES BY SYMBOL

DOORS & WINDOWS

D1. REMOVE & DISPOSE OF EXISTING DOOR & FRAME.

MISCELLANEOUS

M1. REMOVE & DISPOSE OF EXISTING MILLWORK, CABINETS AND/ORSHELVING. PATCH AND REPAIR ADJACENT WALL FINISHES.REMOVEALL ASSOCIATED EXISTING ELECTRICAL POWER IFPRESENT AND TERMINATE AT WALL OR FLOOR W/ BLANK FACEPLATE OR JUNCTION BOX THAT CAN BE COVERED.

M2. REMOVE EXISTING DISPLAY CASE. SAWCUT OPENING INMASONRY WALL BEYOND FOR INSTALLATION OF NEW STEEL LINTELIF BRICK IS PRESENT AND WINDOW FRAME.

M3. REMOVE EXISTING METAL LOCKERS AND SALVAGE BACK TOOWNER.

M4. EXISTINGMILLWORK, CABINETS AND/OR SHELVING TO REMAIN INPLACE.

M5. REMOVE EXISTING MARKER BOARD AND SALVAGE BACK TOOWNER.

M6. REMOVE EXISTING TACK BOARDS AND SALVAGE BACK TOOWNER.

CEILINGS

C1. REMOVE EXISTING CEILING GRID, ACOUSTICAL CEILING TILE,GRILLES, DIFFUSERS, LIGHTING, AND ALL OTHER ITEMSOCCURRING WITHIN THE CEILING PLANE IN THIS AREA FORINSTALLATION OF NEW CEILING AND LIGHTING. STORE ANDPROTECT OTHER ITEMS FOR REINSTALLATION. PREPAREADJACENT WALLS TO RECEIVE NEW CEILING AS SHOWN ONREFLECTED CEILING PLANS.

C2. RECONFIGURE EXISTING CEILING GRID, ACOUSTICAL CEILINGTILE, GRILLES, DIFFUSERS, LIGHTING, AND ALL OTHER ITEMSOCCURING WITHIN THE CEILING PLANE AS REQUIRED FORREMOVAL OF EXISTING WALL PARTITIONS TO CREATE LARGERCLASSROOM.

C3. PROTECT EXISTING GYP BD BULKHEAD IN PLACE DURINGDEMOLITION FOR RE-USE IN NEW CONSTRUCTION.

FLOORS

F1. REMOVE EXISTING CARPETED FLOORING & BASE DOWN TOEXISTING SUBSTRATE. REMOVE EXISTING BUILT-UP CONCRETEFLOOR SLAB AND STEPPED CONCRETE PLATFORMS DOWN TOEXISTING FINISHED CONCRETE FLOOR SLAB. PATCH & REPAIREXIST SUBSTRATE, APPLY LEVELING COMPOUND AS REQ'D FORNEW SCHEDULED FINISH.

WALLS

W1. EXISTING INTERIOR PLASTIC LAMINATE WALL PANELINGALONG CORRIDOR SIDE OF WALL TO BE MODIFIED AS REQUIREDFOR NEW DISPLAY CASES OR WINDOW. PROTECT DURINGDEMOLITION AND NEW CONSTRUCTION.

W2. SHORE, BRACE, AND CUT OPENING INTO EXISTING WALL.PREPARE OPENING TO RECEIVE NEW WINDOW FRAME AND/ORNEW DOOR FRAME AND HARDWARE AS SCHEDULED.

W3. REMOVE EXISTING WALL PARTITION (SHOWN DASHED,TYPICAL) IN ITS ENTIRITY, INCLUDING BASE, DOORS, WINDOWS,OUTLETS, SWITCHES, AND ANY ITEM ATTACHED TO ORASSOCIATED WITH THE WALL PARTITION. CONTRACTOR SHALLVERIFY ELECTRICAL, MECHANICAL AND PLUMBING IN EXISTINGWALLS AND TERMINATE OR RELOCATE AS REQUIRED FORCONTRACT WORK. PATCH, REPAIR AND CLEAN ALL ADJACENTSURFACES TO RECIEVE NEW FINISHES AS SCHEDULED ON PLANS.

W4. REMOVE EXISTING WINDOWS AND WALL BELOW BETWEENGYP BRD FURRED COLUMNS AND BELOW GYP BRD BULK HEAD.CONTRACTOR SHALL VERIFY ELECTRICAL IN EXISTING WALLS ANDTERMINATE OR RELOCATE AS REQUIRED FOR CONTRACT WORK.PATCH, REPAIR AND CLEAN ADJACENT WALLS TO RECEIVE NEWWALLS OR CASEWORK AS SHOWN ON PLANS.

W5. REMOVE PARTIAL HEIGHT PORTION OF WOOD CAPPED, CMUMASONRY WALL TO FLOOR SLAB. PATCH, REPAIR AND CLEANADJACENT SURFACES AND STEEL SUPPORT COLUMNSTO LEAVECLEAN OPENING FOR INSTALLATION OF NEW ALUMINUMSTOREFRONT AS SHOWN ON PLANS.

W6. PREP EXISTING WALL WITH SUPER-HIDE PRIMER FOR NEWPAINTED FINISH AND/OR NEW GRAPHICS.

W7. EXISTING STUDENT STORE TO BE RENOVATED BYALLOWANCE.

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DEMOLITION FLOOR PLAN -

SECTION 3

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1/8" = 1'-0"1DEMOLITION PLAN - SECTION 3

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10' MB

10' MB4' TB 4' TB

8' TB 8' MB

MASTER FLOOR PLAN AND PLAN SECTIONS

THE MASTER FLOOR PLAN SHOWS THE OVERALL BUILDINGCONFIGURATION AND THE RELATIONSHIP OF THE SECTION PLANSWHICH FOLLOW. REFER TO LARGER SCALE PLANS AND PLANDETAILS FOR ADDITIONAL INFORMATION AND CONSTRUCTIONREQUIREMENTS. MASTER PLAN LEGENDS ALSO APPLY TO 1/8"SCALE FLOOR PLAN SECTIONS.

COMPUTER

325

CLASSROOM

CLASSROOM

TOILET

TOILET

CLASSROOM

CLASSROOM

CLASSROOM

KILN

CLASSROOM

319CLASSROOM

CLASSROOM

CLASSROOM

STORAGEMECH

GIRLS

BOYS

TOILET

CLASSROOMCLASSROOMCLASSROOMCLASSROOM

CLASSROOM CLASSROOMCLASSROOM

303 CLASSROOM

OFFICE

STOR

MAKER

219

LIBRARY

215

STORAGE

OFFICE

STORAGE

CLASSROOMCLASSROOMCLASSROOMCLASSROOMCLASSROOM

CLASSROOM CLASSROOM CLASSROOM CLASSROOM

BOYS

GIRLS

ELECBOOK STORAGE

CLASSROOM

CLASSROOM

CLASSROOM

STOR

TOILET

TOILET

STOR STOR

TOILET

TOILET

STOR

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

ENTRY

VEST

STOROFFICE

OFFICE

WORK ROOM

RECORDS

GEN. OFFICE

NURSE

TOILET

TOILET

TOILETSTORAGE

STORAGE

FACULTY

WORK ROOM

STOR

ELEC

BOYS

JANITOR

GIRLS

KITCHEN

LAUNDRY

ELEC

LOCKER

STORAGE

W/H

JANITOR

OFFICE/STORAGE

VEST

VEST

STORAGESPRINKLER

ELEC

CENTRAL JANITOR

STORAGE

MUSIC

STORAGEOFFICETOILETTOILET

GYM

DIAG

OFFICE

VEST

CORRIDOR

STORAGE

OFFICE

TEST

STORAGEVEST

STAGE

CAFETERIA

VEST

STORAGE

COMMONS

CORRIDOR

CORRIDOR

VEST

TOILET

CORRIDOR

JAN

CORRIDORCORRIDOR

CORRIDOR

CORRIDOR

VEST

STORAGE JANITOR

CLASSROOMCLASSROOM

CLASSROOM

CLASSROOMCLASSROOMCLASSROOM

CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM

BOYSGIRLS

TOILETJANITOR

VEST

RESOURCERESOURCECLASSROOM

ELEC/RISER

CLASSROOMCLASSROOM

CORRIDOR

STORAGE

STORAGE

COMMONS

COMMONS

COMMONS

MECH

STAIR

RESOURCE

3

42

1

CLASSROOM

100

READING NOOK

215A

RESOURCE

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MASTER PLAN

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1/16" = 1'-0"1MASTER PLAN - LEVEL 1

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HCLAV

HC

LAV

WC

WC WC WC

U UHCU

HCLAV

A8.11

21

A3.1

DR/

WND

HM-A

A4.1

1

A4.12

9

A8.2

Sim9

A8.2

SimM4 M4

CLASSROOM

100

CORRIDOR

112

CORRIDOR

110

NOT IN SCOPE OF WORK



HM-A HM-A

CORRIDOR

134

PARTITION TYPE TAGSA3


NUMBER INDICATES STUD OR CMU SIZE AS FOLLOWS: 1 - 7/8" HAT CHANNEL 6 - 6" MTL STUD OR 5 5/8" CMU 2 - 1 5/8" MTL STUD 8 - 8" MTL STUD OR 7 5/8" CMU 3 - 2 1/2" MTL STUD 12 - 11 5/8" CMU 4 - 3 5/8" MTL STUD OR CMU 16 - DOUBLE 7 5/8" CMU


REF. TYP. CONST. DTLS. FOR ADDITIONAL INFO.

PARTITION LEGEND

GENERAL FLOOR PLAN NOTES

NOTES:

1) THE CONTRACT DOCUMENTS ARE COMPRISED OF BOTH THEDRAWINGS AND THE SPECIFICATIONS.

2) ALL DIMENSIONS SHOWN ARE TO FACE OF GYP. BD., MASONRYOR CONCRETE.

3) SEE DETAIL DRAWINGS FOR ADDITIONAL REINFORCEMENTREQUIREMENTS.

4) SEE SPECIFICATIONS AND TYPICAL CONSTRUCTION DETAILSFOR ADDITIONAL MASONRY AND DRYWALL REQUIREMENTS.

5) SEE PLUMBING PLANS AND ENLARGED FLOOR PLANS FOR EXACTLOCATIONS OF FIXTURES.

6) REF. DOOR AND WINDOW DETAILS FOR MASONRY ROUGHOPENING SIZES.

7) PROVIDE WD BLOCKING IN ALL GYP BD WALLS AS REQ'D ATLOCATIONS INCLUDING BUT NOT LIMITED TO; HANDRAILS, TOILETACCESSORIES, PROJECTORS, CASEWORK, TACK BD'S, MARKERBD'S, WALL STOPS & DOOR HOLDERS.

8) REF. A2 SHEET FOR PARTIAL REFLECTED CEILING PLAN.

9) ALL BULKHEADS SHALL BE PAINTED PNT02 U.N.O.

NEW DRYWALL PARTITION

EXISTING DRYWALL PARTITION


REF. G3 SHEETS FOR PARTITION TYPE ASSEMBLIES.

A3

NOTES:1) ALL UNTAGGED DRYWALL PARTITIONS ARE TO BE ASSUMED TYPEH4. WHERE TUBE STEEL COLUMN IS BEING ENCASED, PARTITIONSARE TO BE TYPE H6. COLUMN FURRINGS ARE TO BE TYPE M4 NON-ACOUSTICAL. THESE "STANDARD" PARTITIONS ARE TO EXTEND 6"ABOVE CEILING.

2) THE INSIDE OF DRYWALL CHASES NEED NOT BE GYP BD UNLESSTHAT PORTION OF THE CHASE IS PART OF A FIRE-RATED ASSEMBLY.


FIRE EXTINGUISHER - REF SPEC SECT. 10 4400.PROVIDE TYPE "K" @ KITCHEN AREAS

PROJECTION SCREENREF. TYP. DET. ON A8 SHEETS

MARKERBOARDREF. TYP. DET. ON A8 SHEETS

TACKBOARDREF. TYP. DET. ON A8 SHEETS

ELECTRIC WATER COOLER - REF PLUMBING PLAN.

DOOR ASSEMBLY NUMBER - REF. SCHEDULE ON A3SHTS. FOR DESCRIPTION.

WINDOW ASSEMBLY NUMBER - REF. SCHEDULE ON A3SHTS. FOR DESCRIPTION.

SPECIAL OPENING NUMBER (ROLLING DOOR) - REF.SCHEDULE ON A3 SHTS. FOR DESCRIPTION.

ELEVATION REFERENCE

CALLOUT REFERENCE

WALL SECTION REFERENCE

STRUCTURAL STEEL COLUMN - REF. STRUCT.DRAWINGS.

FLOOR PLAN LEGEND

RD-1

APPLIES TO SECTIONPLANS

F.E.C.

A1.1 1

1

A101

SIM

X' M.B.

P.S.

X' T.B.

1

A1.1

1.01

1.01

PNT- PAINT

FINISH KEY

X Y

MATERIAL TYPE

# #

FINISH COLOR ANDMATERIAL SIZE AS NOTEDIN SPEC. SECTION 01 6210

REFER TO PROJECT SPECIFICATIONS SECTION 01 6210 FORADDITIONAL INFORMATION REGARDING FINISH MATERIALS ANDPAINT FINISH CODES.

NOTES:

GENERAL FINISH NOTES

1) PAINT ALL CLASSROOM CORRIDOR WALLS FROM TOP OFDOOR FRAME AND EXISTING PLASTIC LAMINATE WALL PANELSTO CEILING.

2) PAINT CAFETERIA AND GYM WALLS AS INDICATED ONINTERIOR ELEVATIONS.

3) PAINT "STEM" GRAPHIC WALLS AS INDICATED ON INTERIORELEVATIONS AND COORDINATED WITH SCHOOL PRINCIPAL.

4) EXISTING ACOUSTICAL LAY-IN CEILINGS AND LIGHTING TOREMAIN IN PLACE U.N.O.

5) EXISTING FLOORING AND BASE TO REMAIN IN PLACE U.N.O.


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N.T.S.

1/8" = 1'-0"1FLOOR PLAN - SECTION 1

A4 - ROOM FINISH SCHEDULE - SECTION 1

ROOM

FLOOR FINISH BASE

WALL FINISH

COMMENTSNUMBER NAME N FINISH E FINISH S FINISH W FINISH

100 CLASSROOM EXIST EXIST PNT01 PNT01 PNT01 PNT01

110 CORRIDOR EXIST EXIST PNT01 PNT01 PNT01 PNT01



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LAV

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LAV

WC

WC

WC

WC

WC

HC U

UU

A8.2

1

A8.2

2

A8.2

5

A8.2

4

A4.1 19

20

21

18

9

A8.2

Sim

9

A8.2

Sim

LIBRARY

215

CORRIDOR

211

COMMONS

212

COMMONS

213

COMMONS

214

A4.1 911

7

10

A4.1

16

17




A4.1

8

SF-A

SF-B

SF-B

READING NOOK

215A

MAKER

219

FIN FLOOR

100' - 0"

FIN FLOOR

97' - 8"

FIN FLOOR

100' - 0"

FIN FLOOR

97' - 8"

RAMP DN

FIN FLOOR

97' - 8"

FIN FLOOR

100' - 0"

RA

MP

DN

RA

MP

DN

UP

DNPAINT HAND-RAILS PNT 03

PAINT HAND-RAILS PNT 03

PAINT EXIST.HANDRAILS &GUARDRAILS- PNT03

EXISTING CIRCULATIONDESK - REPAIR CHIPPEDOR MISSING PLASTICLAMINATE

A4.1 13

12

A4.1

15

14

PAINT HAND-RAILS - PNT03

HM-AHM-A

HM-A HM-A

9

A8.2

Sim

8 7/8" 6' - 0"

5 1/8"

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

1' - 9 3/8"

1' - 9 3/8"

4' - 0"

8"

4' - 0"

1' - 9 1/2" 1' - 9 1/4"

5 7/8" 6' - 0"

INDICATESEXTENTS OFPNT04

CT01; TO MATCHEXISTING

PNT02 AT SIDEWALLS

M4

M4

9 1/8" 6' - 0"

4 7/8"

PNT02 AT SIDEWALLS

PARTITION TYPE TAGS A3





PARTITION LEGEND


NOTES:














A3












ELEVATION REFERENCE

CALLOUT REFERENCE



FLOOR PLAN LEGEND

RD-1


F.E.C.

A1.1 1

1

A101

SIM

X' M.B.

P.S.

X' T.B.

1

A1.1

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1.01

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NPLAN 1/8" = 1'-0"1


Rev

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SECTION

ROOM

ALT FINISH FLOOR FINISH BASE

WALL FINISH


SECTION 2 211 CORRIDOR EXIST EXIST PNT01 PNT01 PNT01 PNT01

SECTION 2 212 COMMONS EXIST EXIST PNT01 PNT01 PNT01 PNT01 1

SECTION 2 213 COMMONS EXIST EXIST PNT01 PNT01 PNT01 PNT01 1

SECTION 2 214 COMMONS EXIST EXIST PNT01 PNT01, 02 PNT01 PNT01 1

SECTION 2 215 LIBRARY EXIST EXIST PNT01, 02 PNT01, 02, 04 PNT01, 02 PNT01, 02

10-05-152-12-18

HCLAV

HC

LAV

WC WC WC

WC

HCU

U U

FD

WC

WC

10' MB

10' MB4' TB 4' TB

A8.1 3

A8.1

4

5

HM-A HM-A

1

A3.1

Sim9

A8.2

Sim

CLASSROOM

319

COMPUTER

325

CLASSROOM

303

CORRIDOR

328

CORRIDOR

326

CORRIDOR

327

A4.1

1

Sim

A4.12

Sim






INFILL EXISTINGWALL - 5/8" GYP BD.

ON 3 5/8" C.F.M.F.STUDS @ 1'-4" O.C.

(MAX)






PARTITION LEGEND


NOTES:














A3












ELEVATION REFERENCE

CALLOUT REFERENCE



FLOOR PLAN LEGEND

RD-1


F.E.C.

A1.1 1

1

A101

SIM

X' M.B.

P.S.

X' T.B.

1

A1.1

1.01

1.01

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NPLAN

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SECTION

ROOM


WALL FINISH


SECTION 3 303 CLASSROOM EXIST EXIST EXIST EXIST EXIST EXIST

SECTION 3 319 CLASSROOM EXIST EXIST EXIST EXIST EXIST EXIST

SECTION 3 325 COMPUTER EXIST EXIST PNT01 EXIST EXIST EXIST




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HC

LAV

HCLAV

UU

HC U

WC

WC

WC

WC

8' TB 8' MB

A4.1

22

23

A4.1 46

3

5

A4.1 911

7

10

GYM

447

CORRIDOR

439

CAFETERIA

401

COMMONS

432

GEN. OFFICE

422

ENTRY

433




A4.1

8

DR/

WND

SF-B

A4.1

12

A4.1

15

14







PARTITION LEGEND


NOTES:














A3












ELEVATION REFERENCE

CALLOUT REFERENCE



FLOOR PLAN LEGEND

RD-1


F.E.C.

A1.1 1

1

A101

SIM

X' M.B.

P.S.

X' T.B.

1

A1.1

1.01

1.01

PNT- PAINT

FINISH KEY

X Y

MATERIAL TYPE

# #

FINISH COLOR ANDMATERIAL SIZE AS NOTEDIN SPEC. SECTION 01 6210

REFER TO PROJECT SPECIFICATIONS SECTION 01 6210 FORADDITIONAL INFORMATION REGARDING FINISH MATERIALS ANDPAINT FINISH CODES.

NOTES:








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N.T.S.


SECTION

ROOM


WALL FINISH


SECTION 4 401 CAFETERIA EXIST EXIST PNT01, 02 PNT01, 02 PNT01, 02 PNT01, 02

SECTION 4 422 GEN. OFFICE EXIST EXIST PNT01 PNT02 PNT01 PNT01

SECTION 4 432 COMMONS EXIST EXIST PNT01, 02 PNT01, 02 PNT01, 02 PNT01, 02


SECTION 4 447 GYM EXIST EXIST PNT01, 02 PNT01, 02 PNT01, 02 PNT01, 02

10-05-152-12-18

CEILING FINISH LEGEND

REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATIONREGARDING FINISH MATERIALS AND PAINT FINISH CODES.

CEILING

ESF - EXPOSED DECK AND STRUCTURE (FINISHED)

GYP - SUSPENDED 5/8" GYPSUM BOARD

L1 - TYPE I 2' x 2' LAY-IN SUSPENDED CEILING TILE(STANDARD CEILING)

WDS - SUSPENDED WOOD CEILING

CEILING TYPE

REFLECTED CEILING LEGEND

CX

9'-0"

LAY-IN CEILING AS SCHED.

SUSPENDED GYPSUM BOARD CEILING WITH CONTROLJOINTS AS SPEC. FINISH AS SCHED.

SUSPENDED WOOD VERTICAL BLADE CEILING WITHWIDE SPACED DOWELED BLADES ON SUSPENSION GRID

METAL SOFFIT PANELS

LIGHT FIXTURES, SPEAKER - REF. ELECTRICALDRAWINGS.

PROJECTION SCREEN - REF. TYP. FINISH DETAILS.

HVAC GRILLE, DIFFUSER - REF. MECHANICALDRAWINGS.

1) COORDINATE REFLECTED CEILING PLANS WITH MECHANICAL ANDELECTRICAL DRAWINGS TO AVOID CONFLICTS. VERIFY EXACTMOUNTING LOCATIONS OF ALL CEILING-MOUNTED EQUIPMENTPRIOR TO INSTALLATION. CONTRACTOR SHALL ASSUMERESPONSIBILITY FOR VERIFYING ALL ITEMS AND EQUIPMENT INCEILING.

2) PERIMETER WALLS OF ALL SPACES WITH EXPOSED STRUCTURESHALL EXTEND TO BOTTOM OF ROOF DECK. FINISH EXPOSEDSTRUCTURE AS SCHED.

3) REFER TO FINISH SCHEDULE FOR UNIFORM CEILING HEIGHTS.AREAS WITH VARYING FINISHES AND HEIGHTS ARE SHOWN ONREFLECTED CEILING PLAN.

4) AT IDFs AND MDFs, CEILING AND GRID SHALL BE HELD OFF OFDISTRIBUTION WALL 6" TO ACCOMMODATE CABLING.

5) PROVIDE 2'x2' ACCESS PANEL(S) IN ALL HARD CEILINGS FORMAINTENANCE OF EQUIPMENT.

REFLECTED CEILING PLAN GENERAL NOTES

CEILING HEIGHT

IF ANY ROOM IS NOT IDENTIFIED BY A ROOM FINISH TAG, THEFOLLOWING FINISHES SHALL BE USED AS "TYPICAL" OR "DEFAULT"FINISHES FOR BIDDING PURPOSES. VERIFY FINISHES WITHARCHITECT BEFORE INSTALLATION.

CEILING - L1CEILING HEIGHT - 109'-0" (9'-0" A.F.F.)

DEFAULT FINISHES

GENERAL NOTES - ALL BULKHEADS, PLASTER AND GYP. CEILINGS1. ALL BULKHEADS SHALL BE CONSTRUCTED OF 5/8" GYP. BD. ON 3-5/8" MTL. STUDS AT 1'-4" O.C. U.NO.2. FINISH ALL BULKHEADS TO CODE 115, U.N.O.3. PROVIDE CONTROL JOINTS (CJ) IN BULKHEADS AT 10'-0" O.C. OR AS SHOWN ON PLAN AND AS SPEC.4. ALL SECTION PROFILES SHOWN IN THIS SCHEDULE SHALL BE DETAILED AS SHOWN UNDER TYPICAL DETAILS.5. PROVIDE BRACING IN ALL BULKHEADS @ 4' - 0" O.C.6. PROVIDE CONTROL JOINT (CJ) IN ALL PLASTER CLGS., SOFFITS AT MAX. 10'-0" OR AS SHOWN ON PLAN AND AS SPEC.7. PROVIDE STOP CONT. WHERE PLASTER SOFFIT MEETS VERTICAL SURFACE AND CAULK CONT.

TYPICAL BULKHEAD

DETAILS

TYPICAL BULKHEAD PROFILES

N.T.S.

DETAIL 'A' DETAIL 'B'

2"M

IN.

SUSPENDED CEILING

CEILING TRIM

3 FASTENERS

5/8" GYP. BD. ON 3 5/8"MTL. STUDS - EXTENDSTUD TO STRUCT. ABOVE

SEALANT JOINT CONT.

METAL 'J' TRIM

STAGGERFASTENERS @1'-4" O.C.

DET. 'B' - SIM. DET. 'B'

DET. 'A'

REVEAL

REVEAL

5/8" GYP BD ON 3-5/8" MTL STUDEXTEND UP&ATTACH TOSTRUCT ABOVE

3 FASTENERSMIN

CEILING TRIMREVEAL INSTALLPER MANUF.INSTRUCTIONS

NOTE: WHERE GYP CEILING ANDLAY-IN CEILING TILES ARESCHEDULED TO BE AT THESAME HEIGHT A.F.F., ADRYWALL ACOUSTICAL REVEALSHALL BE USED AS SPECIFIED.

3/4" 1"

1/2"

DETAIL 'C'

METAL 'J' TRIM

5/8" GYP BD

TRANSITION CLIP

GYP BD SUSPSYSTEM

CORNER BEAD

6"

TYP SUSP CLOUD EDGE DETAIL

N.T.S.

/2

A2.

1

WDS

9' - 0"

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

PROTECT EXISTING GYP BDBULKHEAD IN PLACE DURINGDEMOLITION FOR RE-USE INNEW CONSTRUCTION. PNT02

/2

A2.1


EXIST. WALLTO REMAIN

SUSPENDED WOODCEILING AS SCHED.

NOTE: REF. RCP FORCEILING HEIGHTS

3/4" REVEAL

DOWEL (BEYOND)

GYP SUSP SYSTEM GRID

HANGING WIRE

DOWEL CLIP

SAFETY WIRE

METAL WALLANGLE ANDFASTENER

Sheet No.Job No.

Drawn By:

Date:

Pro

ject

:


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1/8" = 1'-0"1REFLECTED CEILING PLAN - SECTION 2 N

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N.T.S.

1 1/2" = 1'-0"2WOOD CEILING DETAIL

10-05-152-12-18

DOOR FRAME MATERIALS

AL - ALUMINUM AS SCHEDULED AND SPECIFIED

HM - HOLLOW METAL AS SCHEDULED AND SPECIFIED

DOOR MATERIALS

AL - ALUMINUM AS SCHEDULED AND SPECIFIED


SC - SOLID CORE WOOD AS SCHEDULED AND SPECIFIED

GLAZING LEGEND

CTG - CLEAR TEMPERED GLASS

LTSG - LAMINATED TEMPERED SAFETY GLASS

CAG - 1/2" THICK CLEAR ANNEALED GLASS W/ STRUCTURALLYAPPLIED SAFETY AND SECURITY FILM SYSTEM

1.) ALL GLAZING IS 1/4" THICK (U.N.O.). INSULATED GLASS SHALL CONSISTOF AN EXTERIOR LAYER OF GLASS, TINTED AS SPECIFIED, AN INTERIORLAYER OF CLEAR GLASS, FACTORY SEALED WITH A 1/2" AIR SPACE.WHERE TEMPERED GLASS IS SPECIFIED, BOTH LAYERS OF INSULATEDGLASS SHALL BE TEMPERED.

2.) ANY WINDOW OR GLAZING PANELS LOCATED AT A INTERSTITIALSPACE OR NOT READILY VISIBLE SHALL HAVE SPANDREL GLASSINSTALLED, REGARDLESS OF ANY NOTATION ELSEWHERE.

DOOR ASSEMBLY NOTES

DEFAULT DOORS

IF A DOOR ASSEMBLY APPEARS ON THE FLOOR PLANS BUT IS NOTIDENTIFIED BY A SCHEDULE NUMBER, THE DOOR SHALL BE INCLUDEDIN THE BID AS LISTED BELOW. THE CONTRACTOR SHALL REQUESTCLARIFICATION FROM THE ARCHITECT TO DETERMINE WHAT THEACTUAL DOOR AND FRAME TYPE AND HARDWARE REQUIREMENTSWILL BE. ADJUSTMENTS IN CONTRACT PRICE WILL BE BASED ON THEDIFFERENCE BETWEEN ACTUAL REQUIREMENTS AND THE DEFAULTDOOR VALUE.

THE DEFAULT EXTERIOR DOOR SHALL BE A TYPE "HM-FL" (SINGLE ORPAIR PER PLAN) IN A TYPE "B" FRAME WITH DEFAULT HARDWARE PERSPECIFICATIONS AND FRAME DETAILING PER TYPICAL DETAILS FOREXTERIOR DOORS.

THE DEFAULT INTERIOR DOOR SHALL BE A TYPE "SC-FL" (SINGLE ORPAIR PER PLAN) IN A TYPE "B" FRAME WITH DEFAULT HARDWARE PERSPECIFICATIONS AND FRAME DETAILING PER TYPICAL DETAILS FORINTERIOR DOORS.

TYPICAL NOTES

A) DOOR TYPES ARE INDICATED AS A MATERIAL-CONFIGURATION CODE.THE MATERIAL CODE DESIGNATES MATERIALS AND FINISHES ASSPECIFIED. REFER TO SPECIAL NOTES FOR NON-TYPICAL FINISHES.THE CONFIGURATION CODE REFERS TO TYPICAL OR SPECIALCONFIGURATIONS AS DRAWN.

B) DOOR ASSEMBLIES ARE NUMBERED BY ASSEMBLY. MULTIPLE SETSOF DOORS MAY OCCUR IN THE SAME FRAME ASSEMBLY (REFER TOSCHEDULE AND PLAN FOR QUANTITY). DOORS MAY OCCUR IN PAIRS(REFER TO SCHEDULE AND PLAN FOR INCIDENCE).

C) FRAME CONFIGURATION IS DIAGRAMMATIC AND NOMINAL.DIMENSIONS SHALL BE ADJUSTED TO ACCOMMODATE DOOR SIZES ASSCHEDULED. WITHIN ANY HOLLOW METALASSEMBLY, THE WIDTH OFSIDELITES SHALL BE EQUAL AND SHALL NOT EXCEED 3'-0" U.N.O.

D) ALTERNATE FINISHES CAN SOMETIMES HAVE AN IMPACT ONDETAILING (E.G. HALF OR OFFSET SADDLES EMPLOYED IN LIEU OFSTANDARD SADDLES WHEN ADJACENT TO THICKER FLOOR FINISHESSUCH AS TERRAZZO OR QUARRY TILE). COORDINATE DETAILS WITHFINAL FINISH SELECTIONS.

E) GLAZED FRAMES ASSOCIATED WITH 20-MINUTE OR 45-MINUTE FIRE-RATED DOORS SHALL BE RATED 1-HOUR. GLAZED FRAMESASSOCIATED WITH 90-MINUTE FIRE-RATED DOORS SHALL BE RATED 2-HOUR. GLAZING MUST MEET CODE REQUIREMENTS, INCLUDING SIZELIMITATIONS, IN FIRE-RATED FRAMES.

F) PROVIDE 2x BLOCKING @ MTL STUD WALLS FOR WALL MOUNTEDITEMS LIKE; WALL STOPS, HOLD OPENS ETC.

G) REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FORALUMINUM FRAME LOCATIONS.

SCHEDULE ABBREVIATIONS

TIM - TYP INTERIOR MASONRY DETAIL - HM

TIMA - TYP INTERIOR MASONRY DETAIL - ALUM

TDW - TYP DRYWALL PARTITION DETAIL - HM

TDWA - TYP DRYWALL PARTITION DETAIL - ALUM

TH - THRESHOLD

SEC - SECURITY CONTACTS (REF. ELEC. AND TECH.)

OH - DENOTES OPPOSITE HAND CONFIGURATION

DOOR FRAME CONFIGURATIONS

DOOR NUMBER -REF. SCHED.

FRAME TYPE - REF.CONFIGURATIONELEV.

1' -

6"

5' -

4"CTG CTG

CTG CTG

A.F.F

EQ.2"EQ.

4' - 0"

/T.D.W. A3.1

/T

.E.D

.W.

A3.

1

/T.E.D.W. A3.1

/T

.D.W

.A

3.1

5' -

4"

1' -

6"

A3.1

T.D.W. Sim

EXISTING WALL TOREMAIN (BEYOND)

EXISTING CEILING TOREMAIN

FIN FLOOR

100' - 0" EXISTING

WDW HEAD

106' - 10"

E.J. FLOORCOVER

EXISTING WALLTO REMAIN

5/8" GYP BD. ON 3 5/8"C.F.M.F. STUDS @ 1'-4" O.C. (MAX)

5/8" GYP BD.

HM FRAME ANDGLAZING - REF.

WINDOW CONFIG.TP01; SHOWNDASHED

C.F.M.F BOXEDHEADER

WDW SILL

101' - 6"

A3.1

2 Sim

A3.1

T.E.D.W. Sim

CLASSROOM CORRIDOR

PNT02

TYPICAL EXISTING DRYWALL DETAILS (T.E.D.W.) SCALE 1-1/2" = 1'-0

VERIFY WALL THICKNESS TODETERMINE FRAME SIZES.EXIST. GYP BD. EA

SIDE - FIELD VERIFYWALL THICKNESS

H.M. FRAMEAS SCHED.

PROVIDE 3 CFMF ATEACH JAMB

CONT. SEALANT PROVIDE 3 JAMBANCHORS @ EA JAMB.

EXIST. GYP BD. EASIDE - FIELD VERIFYWALL THICKNESS

H.M. FRAME AS SCHED.

EXIST DOOR/WDW HEAD DETAIL EXIST DOOR/WDW JAMB DETAIL

W.T.

FRAME DEPTH = W.T. + 1 1/8"

2"

EXIST. CFMF -CONTRACTOR TO

VERIFY EXIST.WALL CONDITION INSTALL CFMF

HEADER

AS R

EQ.

EXIST. CFMF-CONTRACTOR TO

VERIFY EXIST.WALL CONDITION

AS R

EQ.

WINDOW FRAME MATERIALS

AL - ALUMINUM FRAME AS SCHEDULED AND SPECIFIED


WINDOW ASSEMBLY NOTES

TYPICAL NOTES

A) WINDOW FRAME TYPES ARE INDICATED AS A MATERIAL-CONFIGURATION CODE. THE MATERIAL CODE DESIGNATESMATERIALS AND FINISHES AS SPECIFIED. REFER TO SPECIAL NOTESFOR NON-TYPICAL FINISHES. THE CONFIGURATION CODE REFERSTO TYPICAL OR SPECIAL CONFIGURATIONS AS DRAWN.

B) WINDOW FRAME CONFIGURATION IS DIAGRAMMATIC ANDNOMINAL. SIZE SHALL BE ADJUSTED FOR INSTALLATIONCLEARANCES. WITHIN ANY ASSEMBLY, THE WIDTH OF SIDELITESSHALL BE EQUAL AND SHALL NOT EXCEED 3' - 0" U.N.O.

GLAZING LEGEND

CTG - CLEAR TEMPERED GLASS

FRG - FIRE RATED GLASS

GIT - GREY INSULATED TEMPERED GLASS

ISG - INSULATED SPANDREL GLASS

LTSG - LAMINATED TEMPERED SAFETY GLASS

1.) ALL GLAZING IS 1/4" THICK (U.N.O.). INSULATED GLASS SHALLCONSIST OF AN EXTERIOR LAYER OF GLASS, TINTED AS SPECIFIED, ANINTERIOR LAYER OF CLEAR GLASS, FACTORY SEALED WITH A 1/2" AIRSPACE. WHERE TEMPERED GLASS IS SPECIFIED, BOTH LAYERS OFINSULATED GLASS SHALL BE TEMPERED.

2.) ANY WINDOW OR GLAZING PANELS LOCATED AT A INTERSTITIALSPACE OR NOT READILY VISIBLE SHALL HAVE SPANDREL GLASSINSTALLED, REGARDLESS OF ANY NOTATION ELSEWHERE.

ALUM CORNER GUARD EQ.TO SCHLUTER

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