d3jc3ahdjad7x7.cloudfront.net mb1 rack existing school new addition provide tree protection, typ....

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EXISTING SCHOOL

NEW ADDITION

PROVIDE TREEPROTECTION,TYP.

PLAY1

PLAY2EXISTINGFENCE TOREMAIN

NEW TREES

TREE TO BEREMOVED

36" OAK

TREE TO BEREMOVED

24" MYRTLE

NEW ADDITION

NEW CONCRETESIDEWALK

NEW CONCRETE PAD& STEPS TO GRADE

EXISTING FENCETO REMAIN

MODIFY EXISTINGSIDEWALK TO CONNECTTO NEW, RE: CIVIL FOREXPANSION JOINT DETAIL

NEW CHAINLINK FENCEWITH 6' W GATE

7' -

6"

10' - 0"

(2) T

REA

D @

11"

19' GALVANIZED GUARDRAIL,REF: F9/AS001

A201-AD1

A201-A

F1

A201-A A1

LINE OF NEW BUILDING ADDITION

DEMO EXISTING SIDEWALKTREE TO BEREMOVED

36" OAK

DEMO EXISTINGPLAYGROUND ,

SALVAGEEQUIPMENT FORREINSTALLATION

DEMO EXISTING PLAYGROUND ,SALVAGE EQUIPMENT FOR

REINSTALLATION

TREE TO BEREMOVED

24" MYRTLE

LINE OF EXISTINGFENCE TO REMOVE

DEMO EXISTINGRETAINING WALL

SITE DEMOLITION NOTES1. CONTRACTOR SHALL OBTAIN NECESSARY PLANS DEPICTINGEXISTING OR PROPOSED UTILITIES PRIOR TO CONSTRUTION. ANYDAMAGE CAUSED BY CONTRACTOR SHALL BE REPAIRED AT THECONTRACTOR'S EXPENSE.

2. REPAIR / REPLACE ALL EXISTING SIDEWALKS AND PAVING TOREMAIN THAT ARE DAMAGED DUE TO CONSTRUCTION.

3. ALL PLANTING TO REMAIN IS TO BE PROTECTED DURINGCONSTRUCTION.

4. ALL AREAS OF CONSTRUCTION SHALL BE FENCED AND SECUREDTHROUGHOUT THE PROJECT DURING CONSTRUCTION. THECONTRACTOR SHALL VERIFY THE EXTENT OF FENCING REQUIRED DUETO STAGING AREAS & JOB SITE TRAILER LOCATIONS.

5. REFERENCE CIVIL & MEP DOCUMENTS FOR ADDITIONALHARDSCAPE SAWCUTTING, EARTH REMOVAL, TRENCHING, &RELOCATION AND/OR DEMOLITION OF EXISTING UTILITIES UNDER ANDABOVE GROUND.

6. REMOVE ALL MECHANICAL , ELECTRICAL, AND PLUMBINGEQUIPMENT AS REQUIRED BY MEP AND CIVIL DRAWINGS.

SITE DEMO LEGEND

DEMOLISH ALL EXISTING PAVING,GRAVEL, & ASSOCIATED ITEMS ASINDICATED (U.O.N.), INCLUDINGSUBGRADE, ETC. REFER TO CIVILDWGS FOR ADDTL DTLS.CONTRACTOR TO NOTIFY ARCHITECTOF ANY DISCREPENCIES.

EXISTING BUILDING TO REMAIN -REPAIR AND PATCH AREASDISTURBED BY DEMOLITION

EXISTING TREE TO REMAIN

TREE TO BE REMOVED

EXISTING SHRUBS/BUSHES

NEW TREE W/ SPRINKLER BYALLOWANCE

SITE PLAN GENERAL NOTES

1. SIDEWALKS ARE 5'-0" WIDE, TYP., U.O.N. AT ALL STREETS, REF - CITY OF BRYAN STANDARDS. FORDISTANCES FROM CURB TO SIDEWALK ALL OTHER SIDEWALKS SHALL BE AS SHOWN.

2. ALIGN AND/OR CENTER SIDEWALKS ON BLDG OPENING, TYP., U.O.N.

3. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY & STATE STANDARD DETAILS.CONTRATOR SHALL BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS BEFORE WORKING WITHINTHE PUBLIC RIGHT-OF-WAY.

4. REPAIR OR REPLACE ALL EXISTING SIDEWALKS AND PAVING TO REMAIN THAT HAS BEEN DAMAGED DUE TOWORK UNDER THIS CONTRACT.

5. PROTECT ALL EXISTING PLANTING TO REMAIN FROM DAMAGE DUE TO WORK UNDER THIS CONTRACT.

6. ALL AREAS OF CONSTRUCTION SHALL BE FENCED AND SECURED THROUGHOUT THE PROJECT DURINGCONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE EXTENT OF FENCING REQUIRED DUE TO STAGINGAREAS, JOB SITE TRAILER LOCATIONS, ETC., VERIFY WITH ARCHITECT.

7. ALL PIPE SLEEVES FOR LANDSCAPE IRRIGATION & ELECTRICAL CONDUIT SHALL BE SCHEDULED 40 PVC,U.O.N., AND SET IN PLACE 16" MIN BELOW PAVEMENT. SLEEVE SHALL BE SET AFTER SUB GRADE HAS BEENCOMPLETED. ALL SLEEVES UNDER PAVING SHALL BE MARKED PERMANENTLY WITH A 1/4" X 1" LONG BRASSPHILLIPS HEAD SCREW PLACED IN THE TOP OF THE CURB AT EACH SIDE OF THE PAVING AT THE EXACTLOCATION OF THE SLEEVES.

8. ALL SIDEWALKS SHALL HAVE 5'-0" X 5'-0" SAWCUTS (U.O.N.) CONTRACTOR TO SUBMIT DRAWINGS INDICATINGLOCATION OF SAWCUT LINES.

9. REPAIR OR REPLACE ALL EXISTING ITEMS TO REMAIN, TO BE SALVAGED AND/OR RELOCATED THAT HASBEEN DAMAGED DUE TO WORK UNDER THIS CONTRACT.

T.O. LANDINGREF SECTION

2' -

9"1"

4"4"

1/2" x 1/2" STL PICKETS AT4" OC WELD AND GRINDSMOOTH ALL JOINTS

PROVIDE RECESSED 4"DEEP SLEEVE.

PROVIDE RECESSEDSLEEVE AND PNT. STL.COVER PLATE AT FLOOR

1-1/2" DIA GALVANIZED STLPOST AT 4' OC

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Project #:

SHEET TITLE:

KEY PLAN (NTS)

CONSTRUCTION SET

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1 2 3 4 5 6 7 8 9 10

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DRAWN:

20 EAST GREENWAY PLAZASUITE 200

HOUSTON, TEXAS 77046

P 713.548.5700F 713.548.5701

06/22/16

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As indicatedChecker

BRYAN ISD

CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS

ARCHITECTURAL SITEPLAN

AS001214000308

06/22/16

Author

1" = 30'-0"A1ARCHITECTURAL STIE PLAN

1/16" = 1'-0"E6ENLARGED SIDEWALK PLAN

1/16" = 1'-0"E1ARCHITECTURAL SITE DEMOLITION PLAN

N

1 1/2" = 1'-0"F9EXTERIOR GUARDRAIL DETAIL

SHEET NUMBERING KEY

A121G - GENERAL INFORMATIONC - CIVIL ENGINEERINGL - LANDSCAPES - STRUCTUREA - ARCHITECTUREK - FOOD SERVICEP - PLUMBINGM - MECHANICALE - ELECTRICAL

DISCIPLINE DESIGNATOR

SHEET SEQUENCE DESIGNATOR

FLOOR LEVEL/SUB-GROUP DESIGNATOR

DRAWING NUMBER OR PLAN SECTOR DESIGNATOR

0 - GENERAL ARCHITECTURAL INFORMATIONS - ARCHITECTURAL SITED - ARCHITECTURAL DEMOLITION1 - FLOOR PLAN / ROOF PLAN2 - ELEVATIONS / BUILDING SECTIONS3 - EXTERIOR SECTIONS AND DETAILS, INCLUDING ROOF DETAILS; PLAN DETAILS4 - STAIR, ELEVATOR, TOILET ROOM, AND OTHER ENLARGED PLANS5 - SCHEDULES6 - REFLECTED CEILING PLANS7 - INTERIOR FIT OUT (FINISHES, MILLWORK, AND CASEWORK)8 - INTERIOR ELEVATIONS AND DETAILS9 - INTERIOR FURNISHINGS AND EQUIPMENT

GG GROUNDGA GAGEGALV GALVANIZEDGB GRAB BARGEN GENERALGL GLASSGLZ GLAZING, GLAZEDGLZ CMU GLAZED CONCRETE MASONRY UNITGR GRADEGSU GLAZED STRUCTURAL UNITGT GROUTGYP GYPSUMGYP BD GYPSUM BOARDHH HIGH, HEIGHTHB HOSE BIBBHC HOLLOW COREHC FV HOLLOW CORE FINISH VENEERHD HEAD, HEADED, HEAVY DUTYHD GALV HOT-DIPPED GALVANIZEDHDR HEADERHDW HARDWAREHDWD HARD WOODHIWC HIGH IMPACT WALL COVERINGHLB HORIZONTAL LOUVER BLINDSHM HOLLOW METALHORIZ HORIZONTALHPC HIGH PERFORMANCE COATINGHR, HRS HOUR, HOURSHT HEIGHTIIAW IN ACCORDANCE WITHIBC INTERNATIONAL BUILDING CODEID INSIDE DIAMETER, INSIDE DIMENSIONIN INCH, INCHESINC INCREASEINCAND INCANDESCENTINCL INCLUDINGINFO INFORMATIONINSUL INSULATION, INSULATINGINSUL GL INSULATING GLASSINT INTERIORIPC INTERNATIONAL PLUMBING CODEIRWC IMPACT-RESISTANT WALL COVERINGJJAN JANITORJST JOISTJT JOINTJTF JOINT FILLERKKIT KITCHENKOP KNOCK OUT PANELLL ANGLE, ANGLE SHAPELAM LAMINATELAV LAVATORYLB POUNDLF LINEAR FOOTLG LENGTHLIB LIBRARYLINMCLG LINEAR METAL CEILINGLKR LOCKERLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLONG LONGITUDINALLSD LIQUID SOAP DISPENSERLT LIGHTLT WT LIGHTWEIGHTLTFIXT LIGHT FIXTURELVR LOUVERMMAINT MAINTENANCEMAS MASONRYMATL MATERIALMAX MAXIMUMMBH MOP/BROOM HOLDERMCJ MASONRY CONTROL JOINT (CMU)MDF MEDIUM DENSITY FIBERBOARDMEC H MECHANICALMEJ MASONRY EXPANSION JOINT (BRICK MASONRY)MEMB MEMBRANEMEP MECHANICAL/ELECTRICAL/PLUMBINGMEZZ MEZZANINEMFCS MINERAL FIBER CEMENT SHINGLESMFR MANUFACTURERMFR REC MANUFACTURER'S RECOMMENDATIONMGR MANAGERMH MANHOLEMICS MULTICOLORED INT COATING SYSTEMMID MIDDLE MIN MINIMUM, MINUTEMIRR MIRRORMISC MISCELLANEOUSMKR BD MARKER BOARDMm MILLIMETERMO MASONRY OPENING, MOTOR OPERATEDMOD MODIFY, MODELMOD BIT MODIFIED BITUMEN (ROOFING)MPH MILES PER HOURMSB MOP SERVICE BASINMTD MOUNTEDMTG MOUNTINGMTL METALMTLR METAL ROOFINGMTLW METAL WALL PANELMULL MULLIONNN NORTHNA NOT APPLICABLENEG NEGATIVENFPA NATIONAL FIRE PROTECTION ASSOCIATIONNIC NOT IN CONTRACTNO., NO.S NUMBER, NUMBERSNRCA NATIONAL ROOFING CONTRACTORS ASSOCIATIONNTS NOT TO SCALEOOC ON CENTEROCC OCCUPANCYOD OUTSIDE DIAMETER/DIMENSIONOFCI OWNER FURNISHED/CONTRACTOR INSTALLEDOFF OFFICEOH OVERHEADOH DR OVERHEAD COILING DOOROH GRL OVERHEAD COILING GRILLEOPH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEOPR OPERABLEORD OVERFLOW ROOF DRAINOSB ORIENTED STRAND BOARDPPA PUBLIC ADDRESSPAR PARALLEL, PARAPETPBD PARTICLEBOARDPCP PORTLAND CEMENT PLASTERPCT PERCENTPEN PENETRATIONPERP PERPENDICULARPL PLATEPLAM PLASTIC LAMINATEPLAM PNL PLASTIC LAMINATE PANELPLAS PLASTIC, PLASTERPLBG PLUMBINGPLCP PREMANUFACTURED LAMINATE CLADPANELWORKPLYWD PLYWOODPNL PANELPORC PORCELAINPOS POSITIVEPR PAIRPREFAB PREFABRICATEDPREFIN PREFINISHEDPRE-K PREKINDERGARTENPRT PESERVATIVE TREATED, PRESSURE TREATEDPT PAINT, PAINTED, PRESERVATIVETREATEDPT WD PRESERVATIVE TREATED WOODPTD PAPER TOWEL DISPENSERPTGR PAINT GRADEPTN PARTITIONPVC POLYVINYL CHLORIDEPVG PAVEMENTPVR PAVER TILEQQA QUALITY ASSURANCEQT QUARRY TILE

ABBREVIATIONSRR RADIUSRAF RESILIENT ATHLETIC FLOORINGRB RUBBER BASERBR RUBBERRCP REINFORCED CONCRETE PIPERD ROOF DRAINRE REFER, REFERENCEREF REFER, REFERENCE, REFRIGERATORREINF REINFORCED, REINFORCEMENTREP REPRESENTATIVEREQD REQUIREDREV REVISION(S)RH ROOF HATCHRM ROOMRO ROUGH OPENINGRTG RATINGRTU ROOF TOP UNITRV ROOF VENTRWAF RESILIENT WOOD ATHLETIC FLOORINGSS SOUTHSB SPLASH BLOCKSC SOLID CORESC DR SIDE COILING DOORSC FV SOLID CORE FLUSH VENEERSC GRL SIDE COILING GRILLESCE SPECIAL COATING (EXTERIOR)SCHED SCHEDULESCJ SAWN CONTROL JOINTSCR SHOWER CURTAIN RODSCT STRUCTURAL CLAY TILESCURT STAGE CURTAINSD SMOKE DETECTORSECT SECTIONSEP SEPARATE, SEPARATIONSF SQUARE FEET, STOREFRONTSFAB (AUDITORIUM) SEATING FABRICSFRM SPRAYED FIRE RESISTIVE MATERIALSSGD SLIDING GLASS DOORSGL SINGLESHR SHOWERSHT SHEETSIM SIMILARSL CONC SEALED CONCRETESLD SEALEDSLNT SEALANTSMACNA SHEET METAL AND AIR CONDITIONINGCONTRACTORS NATIONAL ASSOCSND SANITARY NAPKIN DISPENSERSNDU SANITARY NAPKIN DISPOSAL UNITSO SCULPTSTONE ORNAMENTSPA SPACESSQ SQUARESS SERVICE SINKSST STAINLESS STEELSSURF SOLID SURFACE MATERIALSTC SOUND TRANSMISSION CLASSSTD STANDARDSTL STEELSTOR STORAGESTRUCT STRUCTURE, STRUCTURALSUSP SUSPENDEDSV SHEET VINYLTT TOPT&B TOP AND BOTTOMTAB TABLETAS TEXAS ACCESSIBILITY STANDARDSTC TEACHER CABINETTECH TECHNICALTEL TELEPHONETEMP TEMPERATURETER TERRAZOTHRU THROUGHTK BD TACKBOARDTK ST TACK STRIPTK SURF TACK SURFACETLT TOILETTOC TOP OF CURB, TOP OF CONCRETETOD TOP OF DRAINTOM TOP OF MASONRYTOS TOP OF STEEL, TOP OF STUDTOW TOP OF WALLTPD TOILET PAPER DISPENSERTPTN TOILET PARTITIONTWC TEXTILE WALL COVERINGTWP TRANSLUCENT WALL PANELTYP TYPICALUUBC UNIFORM BUILDING CODEUL UNDERWRITER'S LABORATORYUON UNLESS OTHERWISE NOTEDUPC UNIFORM PLUMBING CODEUR URINALUR SCRN URINAL SCREENUTIL UTILITYVV VOLTSVCT VINYL COMPOSITION TILEVEND VENDINGVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVTR VENT THROUGH ROOFVWC VINYL WALL COVERINGWW WIDTH, WIDE, WATTS, WESTW RECPT WASTE RECEPTICLEW/ WITHW/O WITHOUTWB WIND BRACEWBBP WIND BRACE BASEPLATEWC WATER CLOSET, WALL COVERINGWD WOODWDS WOOD STAINWDW WINDOWWH WATER HEATERWMN WOMENWOM WOMENWP WEATHERPROOF, WATERPROOFINGWPAD WALL PADWS WEATHER-STRIPWT WEIGHTWTR GYP BD WATER RESISTANT GYPSUM BOARDWWF WELDED-WIRE FABRICX--Y--Z--

SHEET NUMBERING KEY

A121G - GENERAL INFORMATIONC - CIVIL ENGINEERINGL - LANDSCAPES - STRUCTUREA - ARCHITECTUREK - FOOD SERVICEP - PLUMBINGM - MECHANICALE - ELECTRICAL

DISCIPLINE DESIGNATOR

SHEET SEQUENCE DESIGNATOR

FLOOR LEVEL/SUB-GROUP DESIGNATOR

DRAWING NUMBER OR PLAN SECTOR DESIGNATOR

G - GENERAL ARCHITECTURAL INFORMATIONS - ARCHITECTURAL SITED - ARCHITECTURAL DEMOLITION1 - FLOOR PLAN / ROOF PLAN2 - ELEVATIONS / BUILDING SECTIONS3 - EXTERIOR SECTIONS AND DETAILS, INCLUDING ROOF DETAILS; PLAN DETAILS4 - STAIR, ELEVATOR, TOILET ROOM, AND OTHER ENLARGED PLANS5 - SCHEDULES6 - REFLECTED CEILING PLANS7 - INTERIOR FIT OUT (FINISHES, MILLWORK, AND CASEWORK)8 - INTERIOR ELEVATIONS AND DETAILS9 - INTERIOR FURNISHINGS AND EQUIPMENT

AA/C AIR CONDITIONINGAB ANCHOR BOLTAC DR ACOUSTICAL DOORACC ACCESSIBLEACC DF ACCESSIBLE DRINKING FOUNTAINACC EWC ACCESSIBLE ELECTRIC WATER COOLERACS PNL ACCESS PANELACST ACOUSTICALADA, ADAAG AMERICANS WITH DISABILITIES ACT GUIDELINESADJ ADJUSTABLEADMIN ADMINISTRATION, ADMINISTRATIVEAF DR ACCORDION FOLDING DOORAFF ABOVE FINISHED FLOORAGGR AGGREGATEAHAF ADULT HEIGHT ACCESSIBLE FIXTUREAHU AIR HANDLING UNITAIP ABANDON IN PLACEALT ALTERNATEALUM ALUMINUMALUM STFT ALUMINUM STOREFRONTAMP AMPERESANOD ANODIZEDAPC ACOUSTICAL PANEL CEILINGAPPROX APPROXIMATE, APPROXIMATELYARCH ARCHITECT, ARCHITECTURALASC ABOVE SUSPENDED CEILINGASH ASPHALT SHINGLESASSY ASSEMBLYAUX AUXILIARY AWI ARCHITECTURAL WOODWORK INSTITUTE AWIAWP ACOUSTICAL WALL PANELBBALC BALCONYBC BACK OF CURBBD BOARDBK BRICKBLDG BUILDINGBLKG BLOCKINGBLKHD BULKHEADBM BEAMBOD BOTTOM OF DECKBOS BOTTOM OF STEELBOT BOTTOMBRZ BRONZEBTU BRITISH THERMAL UNITBUR BUILT-UP ROOFINGCC CHANNEL, CELSIUSCAB CABINETCBB CEMENTITIOUS BACKER BOARDCD CONTRACT DOCUMENTSCFMF COLD-FORMED METAL FRAMINGCG CORNER GUARDCH COAT HOOKCH BD CHALK BOARDCI CAST IRONCJ CONTROL JOINTCL CENTER LINECLG CEILINGCLO CLOSETCLR CLEAR, COLOR, COOLERCLRM CLASSROOMCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONN CONNECTION, CONNECTCONSTR CONSTRUCTIONCONT CONTINUOUS, CONTINUECOORD COORDINATE, COORDINATIONCORR CORRIDORCPT CARPETCRC COLD ROLLED CHANNELCS CAST STONECT CERAMIC TILECU CUBICCUB CUBICALCURT TK CURTAIN TRACKCUST CUSTODIANCW CURTAINWALLCWF CEMENTITIOUS WOOD FIBERCWFP CEMENTITIOUS WOOD FIBER PLANKDD DEPTH, DEEPDBL DOUBLEDEF DEFORMED, DEFINITIONDEMO DEMOLITION, DEMOLISHDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGRAMDIM DIMENSIONDISP DISPENSERDIST DISTANCEDIV DIVISION, DIVIDEDMPF DAMPPROOFINGDN DOWNDOC DOCUMENT(S)DR DOORDS DOWNSPOUTDWG DRAWING(S)DWR DRAWEREE EASTEA EACHEF EMBEDDED FLASHINGEGSB EXTERIOR GYPSUM SOFFIT BOARDEIFS EXTERIOR INSUL AND FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRIC, ELECTRICALELEV ELEVATOREMER EMERGENCYEP EPOXYEQ EQUALEQF EPOXY QUARTZ FLOORINGEQL SP EQUALLY SPACEDEQUIP EQUIPMENTETC ET CETERAEW EACH WAYEWC ELECTRIC WATER COOLEREXH EXHAUSTEXH FN EXHAUST FANEXIST EXISTINGEXP EXPANSION, EXPOSEDEXST GR EXISTING GRADEEXT EXTERIOR, EXTINGUISHERFF FAHRENHEITFA FIRE ALARMFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF EL FINISH FLOOR ELEVATIONFF&E FURNITURE, FIXTURE,AND EQUIPMENTFHC FIRE HOSE CABINETFIG FIGUREFIN FINISHFIN FL FINISH FLOORFIN GR FINISH GRADEFIXT FIXTUREFLASH FLASHINGFLDG PTN FOLDING PARTITIONFLG FLOORINGFLR FLOORFLR PNL FILLER PANELFLT GL FLOAT GLASSFO FACE OF, FINISH OPENINGFOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDFR FIRE RATED, FIRE RATINGFRP FIBER REINFORCED PLASTICFRT FIRE RETARDANT TREATEDFRTW FIRE-RETARDANT TREATED WOODFRZ FREEZERFT FEETFT SCR FOOT SCRAPERFURG FURRINGFy YIELD STRESS

GG GROUNDGA GAGEGALV GALVANIZEDGB GRAB BARGEN GENERALGL GLASSGLZ GLAZING, GLAZEDGLZ CMU GLAZED CONCRETE MASONRY UNITGR GRADEGSU GLAZED STRUCTURAL UNITGT GROUTGYP GYPSUMGYP BD GYPSUM BOARDHH HIGH, HEIGHTHB HOSE BIBBHC HOLLOW COREHC FV HOLLOW CORE FINISH VENEERHD HEAD, HEADED, HEAVY DUTYHD GALV HOT-DIPPED GALVANIZEDHDR HEADERHDW HARDWAREHDWD HARD WOODHIWC HIGH IMPACT WALL COVERINGHLB HORIZONTAL LOUVER BLINDSHM HOLLOW METALHORIZ HORIZONTALHPC HIGH PERFORMANCE COATINGHR, HRS HOUR, HOURSHT HEIGHTIIAW IN ACCORDANCE WITHIBC INTERNATIONAL BUILDING CODEID INSIDE DIAMETER, INSIDE DIMENSIONIN INCH, INCHESINC INCREASEINCAND INCANDESCENTINCL INCLUDINGINFO INFORMATIONINSUL INSULATION, INSULATINGINSUL GL INSULATING GLASSINT INTERIORIPC INTERNATIONAL PLUMBING CODEIRWC IMPACT-RESISTANT WALL COVERINGJJAN JANITORJST JOISTJT JOINTJTF JOINT FILLERKKIT KITCHENKOP KNOCK OUT PANELLL ANGLE, ANGLE SHAPELAM LAMINATELAV LAVATORYLB POUNDLF LINEAR FOOTLG LENGTHLIB LIBRARYLINMCLG LINEAR METAL CEILINGLKR LOCKERLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLONG LONGITUDINALLSD LIQUID SOAP DISPENSERLT LIGHTLT WT LIGHTWEIGHTLTFIXT LIGHT FIXTURELVR LOUVERMMAINT MAINTENANCEMAS MASONRYMATL MATERIALMAX MAXIMUMMBH MOP/BROOM HOLDERMCJ MASONRY CONTROL JOINT (CMU)MDF MEDIUM DENSITY FIBERBOARDMEC H MECHANICALMEJ MASONRY EXPANSION JOINT (BRICK MASONRY)MEMB MEMBRANEMEP MECHANICAL/ELECTRICAL/PLUMBINGMEZZ MEZZANINEMFCS MINERAL FIBER CEMENT SHINGLESMFR MANUFACTURERMFR REC MANUFACTURER'S RECOMMENDATIONMGR MANAGERMH MANHOLEMICS MULTICOLORED INT COATING SYSTEMMID MIDDLE MIN MINIMUM, MINUTEMIRR MIRRORMISC MISCELLANEOUSMKR BD MARKER BOARDMm MILLIMETERMO MASONRY OPENING, MOTOR OPERATEDMOD MODIFY, MODELMOD BIT MODIFIED BITUMEN (ROOFING)MPH MILES PER HOURMSB MOP SERVICE BASINMTD MOUNTEDMTG MOUNTINGMTL METALMTLR METAL ROOFINGMTLW METAL WALL PANELMULL MULLIONNN NORTHNA NOT APPLICABLENEG NEGATIVENFPA NATIONAL FIRE PROTECTION ASSOCIATIONNIC NOT IN CONTRACTNO., NO.S NUMBER, NUMBERSNRCA NATIONAL ROOFING CONTRACTORS ASSOCIATIONNTS NOT TO SCALEOOC ON CENTEROCC OCCUPANCYOD OUTSIDE DIAMETER/DIMENSIONOFCI OWNER FURNISHED/CONTRACTOR INSTALLEDOFF OFFICEOH OVERHEADOH DR OVERHEAD COILING DOOROH GRL OVERHEAD COILING GRILLEOPH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEOPR OPERABLEORD OVERFLOW ROOF DRAINOSB ORIENTED STRAND BOARDPPA PUBLIC ADDRESSPAR PARALLEL, PARAPETPBD PARTICLEBOARDPCP PORTLAND CEMENT PLASTERPCT PERCENTPEN PENETRATIONPERP PERPENDICULARPL PLATEPLAM PLASTIC LAMINATEPLAM PNL PLASTIC LAMINATE PANELPLAS PLASTIC, PLASTERPLBG PLUMBINGPLCP PREMANUFACTURED LAMINATE CLADPANELWORKPLYWD PLYWOODPNL PANELPORC PORCELAINPOS POSITIVEPR PAIRPREFAB PREFABRICATEDPREFIN PREFINISHEDPRE-K PREKINDERGARTENPRT PESERVATIVE TREATED, PRESSURE TREATEDPT PAINT, PAINTED, PRESERVATIVETREATEDPT WD PRESERVATIVE TREATED WOODPTD PAPER TOWEL DISPENSERPTGR PAINT GRADEPTN PARTITIONPVC POLYVINYL CHLORIDEPVG PAVEMENTPVR PAVER TILEQQA QUALITY ASSURANCEQT QUARRY TILE

ABBREVIATIONSRR RADIUSRAF RESILIENT ATHLETIC FLOORINGRB RUBBER BASERBR RUBBERRCP REINFORCED CONCRETE PIPERD ROOF DRAINRE REFER, REFERENCEREF REFER, REFERENCE, REFRIGERATORREINF REINFORCED, REINFORCEMENTREP REPRESENTATIVEREQD REQUIREDREV REVISION(S)RH ROOF HATCHRM ROOMRO ROUGH OPENINGRTG RATINGRTU ROOF TOP UNITRV ROOF VENTRWAF RESILIENT WOOD ATHLETIC FLOORINGSS SOUTHSB SPLASH BLOCKSC SOLID CORESC DR SIDE COILING DOORSC FV SOLID CORE FLUSH VENEERSC GRL SIDE COILING GRILLESCE SPECIAL COATING (EXTERIOR)SCHED SCHEDULESCJ SAWN CONTROL JOINTSCR SHOWER CURTAIN RODSCT STRUCTURAL CLAY TILESCURT STAGE CURTAINSD SMOKE DETECTORSECT SECTIONSEP SEPARATE, SEPARATIONSF SQUARE FEET, STOREFRONTSFAB (AUDITORIUM) SEATING FABRICSFRM SPRAYED FIRE RESISTIVE MATERIALSSGD SLIDING GLASS DOORSGL SINGLESHR SHOWERSHT SHEETSIM SIMILARSL CONC SEALED CONCRETESLD SEALEDSLNT SEALANTSMACNA SHEET METAL AND AIR CONDITIONING

SND SANITARY NAPKIN DISPENSERSNDU SANITARY NAPKIN DISPOSAL UNITSO SCULPTSTONE ORNAMENTSPA SPACESSQ SQUARESS SERVICE SINKSST STAINLESS STEELSSURF SOLID SURFACE MATERIALSTC SOUND TRANSMISSION CLASSSTD STANDARDSTL STEELSTOR STORAGESTRUCT STRUCTURE, STRUCTURALSUSP SUSPENDEDSV SHEET VINYLTT TOPT&B TOP AND BOTTOMTAB TABLETAS TEXAS ACCESSIBILITY STANDARDSTC TEACHER CABINETTECH TECHNICALTEL TELEPHONETEMP TEMPERATURETER TERRAZOTHRU THROUGHTK BD TACKBOARDTK ST TACK STRIPTK SURF TACK SURFACETLT TOILETTOC TOP OF CURB, TOP OF CONCRETETOD TOP OF DRAINTOM TOP OF MASONRYTOS TOP OF STEEL, TOP OF STUDTOW TOP OF WALLTPD TOILET PAPER DISPENSERTPTN TOILET PARTITIONTWC TEXTILE WALL COVERINGTWP TRANSLUCENT WALL PANELTYP TYPICALUUBC UNIFORM BUILDING CODEUL UNDERWRITER'S LABORATORYUON UNLESS OTHERWISE NOTEDUPC UNIFORM PLUMBING CODEUR URINALUR SCRN URINAL SCREENUTIL UTILITYVV VOLTSVCT VINYL COMPOSITION TILEVEND VENDINGVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVTR VENT THROUGH ROOFVWC VINYL WALL COVERINGWW WIDTH, WIDE, WATTS, WESTW RECPT WASTE RECEPTICLEW/ WITHW/O WITHOUTWB WIND BRACEWBBP WIND BRACE BASEPLATEWC WATER CLOSET, WALL COVERINGWD WOODWDS WOOD STAINWDW WINDOWWH WATER HEATERWMN WOMENWOM WOMENWP WEATHERPROOF, WATERPROOFINGWPAD WALL PADWS WEATHER-STRIPWT WEIGHTWTR GYP BD WATER RESISTANT GYPSUM BOARDWWF WELDED-WIRE FABRICX--Y--Z--

EARTH (UNDISTURBED)

PLYWOOD

EARTH (COMPACTED)

POROUS FILL (STONE, GRAVEL, ETC.)

ROCK

STRUCTURAL CONCRETE

BRICK (COMMON OR FACE)

CONCRETE MASONRY UNITS (CMU)

GLAZED STRUCTURAL UNIT (GSU)

CUT STONE

METAL (LARGE SCALE)

METAL (SMALL SCALE)

ACCOUSTICAL PANEL CEILING

TERRAZZO

PLASTER, SAND, CEMENT, GROUT

GYPSUM DRYWALL

CERAMIC TILE

GLASS

RIGID INSULATION

BATT INSULATION

ROUGH WOOD (CONTINUOUS)

ROUGH WOOD (NON-CONTINUOUS)

FINISH WOOD

MATERIAL LEGEND

D100A

ROOM NAMED123A

RE: NOTESFOR DETAILCUTS

MB

A200

DOOR SWING INDICATOR

NEW DOOR EXISTING DOOR TOREMAIN

EXISTING DOOR TOBE REMOVED

VISUAL DISPLAY / SURFACE INDICATION

WALL INDICATION (RE: WALL TYPES FOR WALL CONSTRUCTION)

NEW EXISTING TO REMAIN EXISTING TO BEREMOVED

DRAWING/ DETAIL TITLE

NOTE:DRAWING TITLE MAY NOT APPEAR ONLARGE SCALE DETAIL DRAWINGS

DETAIL CUT SYMBOL

BUILDING SECTION CUT SYMBOL

NEW X

DIMENSION LINE

DO NOT SCALEDRAWINGS. USEFIGUREDDIMENSIONS ONLY

TEXT LEADER

STAIR RUN SYMBOL

UP3R.

SEPARATION SYMBOL

VCT CPTSEPARATION LINE OF NEWCONSTRUCTION FROMEXISTING, OR SEPARATIONOF DIFFERENT MATERIALSFROM EACH OTHER

NORTH ARROW

ENLARGED PLAN DETAIL

INTERIOR ELEVATION LOCATION SYMBOL

ROOM NAME AND NUMBER

ELEVATION DATUM SYMBOL

DOOR NUMBER SYMBOL

PARTITION TAG

DRAWING REVISION SYMBOL

DRAWING SYMBOLS

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

SECTION NUMBER

SHEET WHERE DETAIL IS DRAWN

INTERIOR ELEVATIONNUMBER

SHEET WHERE INTERIORELEVATION IS DRAWN

BUILDING WHERE ROOM ISFOUND (IF APPLICABLE)

ROOM IDENTIFICATIONNUMBER

BUILDING WHERE DOOR ISFOUND (IF APPLICABLE)

ROOM NUMBER WHEREDOOR IS FOUND

PARTITIONREFERENCE TYPE

STAIR DIRECTION FROMFLOOR LEVEL OF PLAN(UP OR DOWN)

NUMBER OF RISERS INSTAIR RUN

INFORMATIONTEXT

LETTER OR NUMBERINDICATES NEWCOLUMN LINE(S)

MB=MARKER BOARDTB=TACK BOARD

LENGTH

DETAIL NUMBER

SHEET WHERE DETAIL IS REFERENCED

ADDITIONAL SHEET WHERE DETAIL ISREFERENCED

5' - 0"

GLAZING TAG

GLAZINGREFERENCE TYPE

A100 2

3

1

4

N

A1001

A1001

1A100

RE SPECIFICATIONS FOR GLAZING TYPES

A81/2" = 1'-0"VIEW NAME

EXISTING X

ADDENDA

XX

GL-#

KEYNOTES

NEW WORK

X

DEMOLITION

X

XADD

#00 IF USING

NUMERICREVISION

##'

A1001

COLUMN LINES

REFERENCE SYMBOLS

1

ISSUE:

CHECKED:

SCALE:

Project #:

SHEET TITLE:

CONSTRUCTION SET

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

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ABBV. CONVENTIONS,TYPICAL MTG HTS, WALLASSEMBLY INFO

A001214000308

06/22/16

AUTHOR

YYYY MM DD ISSUE

WALL TYPE 36: 6" 'CH'STUDS AT 24" OC

INTERIOR SHAFT WALL

TWO LAYERS 5/8" FIRERESISTIVE GYP BD

1" GYP BD LINER PANEL

UL No U415 (2-HR) SHAFT WALLWHERE INDICATED ON PLAN

36

WALL TYPE 24: 3-5/8" STLSTUDS AT 16" O.C. - 20 GASTL STUDS AT 12" O.C. ATWALLS TO RECEIVE TILE;WALL TYPE 26: 6" STLSTUDS AT 16" O.C. - 20 GASTL STUDS AT 12" O.C. ATWALLS TO RECEIVE TILE;

INTERIOR WALL

SOUND ATTENUATIONBLANKET AT 24A AND 26A

5/8" GYP BD EA SIDE

6"W x 16 GA STL STRAPSAT TOP, BOT AND MIDPOINT WHERE PLAMPANELS ARE SCHED

24A24 26 26A

UL No U465 (1-HR) WHERE FIRE RATING ISINDICATED ON PLAN G101

WALL TYPE 25: 3-5/8" STLSTUDS AT 16" O.C. - 20 GASTL STUDS AT 12" O.C. ATWALLS TO RECEIVE TILE;

INTERIOR WALL

SOUND ATTENUATIONBLANKET AT 25A

25A25

5/8" GYP BD EACH SIDE

SEE PLAN

7/8" PCP PLASTER ONSELF FURRING LATH

WALL TYPE 51: 6"x16 GA CFMFAT 16" O.C.- 12" O.C. AT 10'-0"FROM ALL CORNERS

51EXTERIOR WALL

ONE LAYER OF 5/8" GYP BD

1-1/2" RIGID (STYROFOAM)CAVITY WALL INSULBETWEEN HORIZ SPANNING1-1/2"x18 GA 'Z' FURRINGCHANNELS AT 16" O.C.

AIR BARRIER ON 1/2" GYPSHEATHING

1-HR IBC TABLE 720.1- ITEM 15-1.4

WALL TYPE 27: 2-1/2" STLSTUDS AT 16" O.C. - 20 GASTL STUDS AT 12" O.C. ATWALLS TO RECEIVE TILE;WALL TYPE 28: 3-5/8" STLSTUDS AT 16" O.C. - 20 GASTL STUDS AT 12" O.C. ATWALLS TO RECEIVE TILE;WALL TYPE 29: 6" STLSTUDS AT 16" O.C. - 20 GASTL STUDS AT 12" O.C. ATWALLS TO RECEIVE TILE

INTERIOR WALL 27

5/8" GYP BD ONE SIDE

EXISTING OR NEW SCHEDWALL, RE: PLAN

28

MASONRY VENEER

VENEER TIES AT 15" OCMAX HORIZ AND VERT ATKING SIZE BRICK

1 1/2" CAVITY WALL INSUL

WALL TYPE 21: 6"x16 GA CFMFAT 16" O.C.- 12" O.C. AT 10'-0"FROM ALL CORNERS

AIR BARRIER ON 1/2" GLASSMAT GYPSUM SHEATHING

5/8" GYP BD

1' - 1 5/8" AT 6" CFMF

7"

21EXTERIOR WALL

1-HR IBC TABLE 720.1- ITEM 1-1.2HOLLOW BRICK

WALL TYPE 38: 6" STL STUDSAT 16" O.C.

INTERIOR WALL

SOUND ATTENUATIONBLANKET AT38A

TWO LAYERS 5/8" GYPBD EACH SIDE

6"W x 16 GA STL STRAPSAT TOP, BOT AND MIDPOINT WHERE PLAMPANELS ARE SCHED

UL No U411 (2-HR) AT NON-LOADBEARINGWHERE INDICATED ON OVERALL PLAN

38 38A

7/8" PCP PLASTER ONSELF FURRING LATH

WALL TYPE 52: 6" & 3-5/8" 16GA CFMF AT 16" O.C.- 12" O.C.AT 10'-0" FROM ALL CORNERS

52EXTERIOR WALL

5/8" GYP BD

3" RIGID (STYROFOAM)CAVITY WALL INSULBETWEEN HORIZ SPANNING3"x18 GA 'Z' FURRINGCHANNELS AT 16" O.C.

AIR BARRIER ON 1/2" GYPSHEATHING

8"

6"

CONC. CURB REF. WALL TYPE

REF. WALL TYPE &PLANFOR MATERIALINFOMATION

REF. WALL TYPE &PLAN FORMATERIALINFOMATION

TRACK MOUNTED TOCONC. CURB

TRACK MOUNTED TOCONC. CURB

CONC. CURB REF. WALL TYPE

NOTE: CONTRACTOR TO PROVIDE3/8" DIA. PLASTIC WEEPS @ 3'-0" O.C.

NOTE: CONTRACTOR TO PROVIDE3/8" DIA. PLASTIC WEEPS @ 3'-0" O.C.

#3 DOWEL @ 12" O.C.EPOXY IN EXG. FND.

#3 DOWEL @ 12" O.C.EPOXY IN EXG. FND.

WIDTH TO MATCHWIDTH TO MATCH

1. GYP BD TO BE 5/8" FIRE RESISTIVE (UON).

2. REF TO CODE REVIEW IN THE "GENERAL" SHEETS FOR LOCATIONS AND EXTENT OFRATED ASSEMBLIES.

3. PROVIDE CONT ACOUSTICAL SEALANT ON BOTH SIDES AT ADJACENT WALLS AND ATTOP AND BOTTOM OF GYPSUM BOARD ASSEMBLY WALLS TO FLOOR/ROOF DECK ANDFLOOR.

4. REFER TO EXTERIOR ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIORVENEER INFO.

5. PROVIDE A CONT BOND BEAM AT THE BOTTOM OF CMU WALLS AT THE FIRSTCOURSE ABOVE THE FLOOR LEVEL - DISCONTINUE BOND BEAMS INTO REINFORCEDJAMBS AT OPENINGS IN WALLS.

6. PROVIDE A CONT BOND BEAM AT 8'-0" O.C. MAX VERTICALLY (ALIGN WITH DOORHEAD LINTELS WHERE POSSIBLE) FOR RUNNING BOND CMU - AND - AT 4'-0" O.C. MAXVERTICALLY (ALIGN WITH DOOR HEAD LINTELS WHERE POSSIBLE) FOR STACK BONDCMU. FOR SPACING ABOVE DOOR HEADS, START MEASURING FROM THE CENTER LINEOF LENTELS. DISCONTINUE BOND BEAMS INTO REINFORCED JAMBS AT OPENINGS INWALLS OR INTO OTHER BOND BEAMS WHERE TOP OF WALL SLOPES.

7. PROVIDE ACOUSTICAL SEALANT AT BASE AND TOP OF WALLS CONTAININGACOUSTICAL INSULATION.

8. PROVIDE ACOUSTICAL INSULATION AT THE FOLLOWING LOCATIONS:

AROUND ALL TOILET ROOMS AROUND ALL MECHANICAL ROOMS AROUND ALL OFFICES AT WALLS SEPARATING CORRIDORS AND CLASSROOMS OTHER WALLS AS INDICATED

9. PROVIDE 6" CONCRETE CURB AT ALL TOILET ROOMS AND MECHANICAL ROOMSTEEL STUD WALLS WITH GYP. BOARD, REFER TO DETAIL A1/A003.

10. AT WALLS RECEIVING TILE FINISH, PROVIDE THE FOLLOWING BACKING IN LIEU OFINDICATED GYP BD:

SHOWER WALLS - 1/2" CEMENT BACKER BOARD

WET WALLS - 1/2" CEMENT BACKER BOARD

OTHER WALLS - 5/8" MOISTURE RESISTANT GYP BD

GENERAL WALL TYPE NOTES

1

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WALL TYPES & DETAILS

A002214000308

06/22/16

Author

WALL TYPES - EXTERIOR

WALL TYPES - INTERIOR

CONCRETE CURB DETAIL AT NEW ADDITION(TOILET ROOMS & MECH. ROOM)

2 03/24/16 ADDENDUM #3

1" MAX

ANCHOR DEPTH=1/2 CMU

THICKNESSMIN

8" MAX 8" MAX

A003

A1A003

A1

2'-0"OVERLAP (MIN)

STEEL BEAM

1/2" DIA EXPANSION ANCHOR W/NUT AND LOCK NUT. SET ANCHORAT MID POINT OF SLOT

L5x5x3/8x4" LONG AT 4'-0" OC W/2"SLOTTED HOLE. HORIZ LEG NOTTO EXCEED 1" FROM BEAMCENTER LINE. CONT FILLET WELDTO BEAM

BOND BEAM W/ 1-#4 TOP ANDBOTTOM

SLOPINGSTEEL BEAM

#4x12" REBAR ATEA CELL

CONT BONDBEAM

SECTIONELEVATION AT STEPPED BOND BEAM

A003

BF3

MULTIPLE STUDS BOTH SIDES OFOPENING-REFER TO DOOR ANDWINDOW JAMB STUD FRAMINGSCHEDULE

CEILING AS SCHED

FRAME

CONTINUE JOINTS TO TOP OF WALL ORINTERMEDIATE BRACING ATFLOOR/ROOF

MIN. 8" LINTELBEARING

FELT BOND BREAKABOVE AND BELOWANGLE FOR ENTIRELENGTH OF ANGLEEXTENSION

FRAME

CONTROL JOINT TOALIGN WITHFRAME-REF A1/A003

EMBEDDEDFLASHING W/PREFABRICATEDEND DAMS

GALV. LOOSE LINTEL WITH 1/2"SEALANT JT AND BACKER RODAT END OF ANGLE

CLEAR OPENINGWIDTH

66

CLEAR OPENINGWIDTH

5

4

3

2

5

4

3

2

MIN NUMBER OFSTUDS AT EACH JAMB

MIN NUMBEROF STUDS ATEACH JAMB

STUDS AT 16" OC STUDS AT 12" OC

5'-4" OR LESS+5'-4" TO 8'-0"

+8'-0" TO 10'-8"

+10'-8" TO 13'-4"

+13'-4" TO 16'-0"

4'-0" OR LESS

+4'-0" TO 6'-0"

+6'-0" TO 8'-0"

+8'-0" TO 10'-0"

+10'-0" TO 12'-0"

NOTES

1. MULTIPLE STUDS ARE TO BE FASTENED TOGETHER AT EACH JAMB.

6. ALL LOOSE LINTELS SHALL BE INSTALLED W/LONG LEG VERTICAL.

1. PROVIDE 8" MINIMUM BEARING FOR ALL LOOSELINTELS.

4. GALVANIZE ALL LOOSE LINTELS IN EXTERIORWALLS.5. WHERE LINTEL SIZES ARE SHOWN ON DRAWINGS,THOSE SIZES GOVERN.

CLEAR EXTERIOR ANGLES

L 6 x 4 x 5/16

L 4 x 4 x 1/4

FOR 4" MASONRYSPAN

5'-0"

8'-0"

OR LESS

NOTES

OR LESS

ROOF w/PARAPET

SECOND FLOOR

SEALANT WITHBACKER ROD

FACE BRICK

VENEER TIES ATMAX 16" OC EW

3/8"

RAKED JOINT WITHSEALANT EACH SIDE

EXTEND JOINTREINFORCING INTOINTERSECTING WALL

BACKER ROD ANDSEALANT EACH SIDE

REF. STRUCTURAL FORREINFORCING

CMU WITH JOINT REINF AT16" OC--DO NOT CONTINUEREINFORCING THROUGHJOINT

FRAME

MASONRY VENEER CONTROLJOINTS TO ALIGN WITH FRAME

LOOSE LINTEL-REFERSCHEDULE

CONTINUE JOINTSTO TOP OF WALL

SLAB EDGE ANGLE - ALIGNWITH BACK OF STUD

14 GAGE SLIDE CLIPWELDED TO SLAB EDGEANGLE

CFMF BOX BEAM HEADER-REF: F7/A003

ALIGN CONTROL JOINTS WITH EDGEOF FRAME - WHERE FRAMES ARERECESSED FROM FACE OF WALL,TURN CJ BACK TO FRAME

EDGE OF SLABDEFLECTION CLIPS-RE:A7/A003

6" CFMF STUDS 6" CFMF STUDS

REINFORCED CMU,REFER TO WALL TYPES

BOND BEAM AT TOPOF PARAPET

LEAVE 1" GAP BETWEENTOP OF CMU AND BOTTOMOF ROOF DECK

DEFLECTION TRACKWITH 1" GAPBETWEEN TRACK ANDTOP OF STUDS-RE:B7/A003

EDGE OF SLABDEFLECTIONCLIPS-RE: A7/A003

BOND BEAM AND SLOTTEDDEFLECTION ANCHORS AT4'-0" OC-RE: F3/A003

REFER B1/A003 FOR BONDBREAK AT LINTEL



2. PROVIDE CONTINUOUS LINTEL BETWEENADJACENT OPENINGS SEPARATED BY 2'-0" OR LESS.

3. PROVIDE BOND BREAK AND FLASHING END DAMSAT LINTEL ENDS PER DETAIL B1/A003.

WELD

CHANNEL BRIDGING MAX12" BELOW TOP OFSTUDS-RE: B7/A003

ROOF w/o PARAPET

NOTE: PROVIDE ADDITIONAL CJ's AS REQUIRED SO THATDISTANCE BETWEEN CJs DOES NOT EXCEED 30'-0". (SEE PLANSFOR CONTROLLED LOCATIONS)

ROOF w/PARAPET ROOF w/o PARAPET

1. BRACE EXTERIOR CMU WALLS TO STRUCTURE PER A5/A003, ALLOWING FOR DEFLECTION OFSTRUCTURE. PROVIDE SLOTTED DEFLECTION ANCHORS PER F3/A003.

2. REINFORCE EXTERIOR CMU WALLS PER STRUCTURAL DRAWINGS.3. INSTALL REINFORCING AT OPENINGS IN EXTERIOR CMU WALLS PER D3/A003.4. INSTALL CONTROL JOINTS PER DETAIL A3/A003, SPACED NOT TO EXCEED LESSER OF 1.5 x

WALL HEIGHT OR 30'-0".5. EXTEND JOINT REINFORCING THROUGH WALL INTERSECTIONS PER C3/A003.

VENEER MASONRY OROTHER WALL FINISH


1. A PROFESSIONAL ENGINEER HIRED BY CONTRACTOR AND LICENSED TO PRACTICE IN THE STATE OF VIRGINIA SHALLDESIGN AND DETAIL CFMF SYSTEM AND SUBMIT SEALED ENGINEERING DRAWINGS AND CALCULATIONS TOARCHITECT AND REGULATORY AGENCIES FOR APPROVAL.

2. THE FOLLOWING SHALL BE CONSIDERED MINIMUM REQUIREMENTS, SIZE, SPACING, GAUGES AND BRACING SHALL BEADJUSTED ONLY TO MORE STRINGENT REQUIREMENTS AND NOT LESS UNLESS APPROVED BY STRUCTURALENGINEER AND ARCHITECT:A. INSTALL STUDS OF WIDTH, GAUGE, AND SPACING SHOWN ON WALL TYPES.B. BRACE EXTERIOR CFMF STUDS TO STRUCTURE PER A9/A003, ALLOWING FOR DEFLECTION OF STRUCTURE.C. BRACE CURTAIN WALL STUDS TO EDGES OF FLOOR AND ROOF FRAMING WITH DEFLECTION CLIPS PER A7/A003.D. PROVIDE DEFLECTION CONNECTIONS AT TOPS OF CFMF WALLS PER B7/A003.E. FURNISH CFMF BOX BEAM HEADERS ABOVE ALL OPENINGS PER F7/A003.F. FURNISH MULTIPLE STUDS AT JAMBS OF ALL OPENINGS PER D7/A003.G. INSTALL BRIDGING AS REQUIRED BY ENGINEERED DRAWINGS.

3. INSTALL CONTROL JOINTS AT OPENINGS IN EXTERIOR CFMF WALLS PER D7/A003.4. WHERE REQUIRED, STRUCTURAL STEEL MAY BE USED TO SUPPLEMENT CFMF SYSTEM. THE DESIGN AND

INSTALLATION OF SUPPLEMENTAL FRAMING SHALL BE THE RESPONSIBILITY OF THE CFMF CONTRACTOR.5. THE DESIGN OF THE CFMF SYSTEM SHALL CONSIDER ALL LOADING CONDITIONS, INCLUDING GRAVITY AND LATERAL

LOADS THAT THE LIGHT GAGE SYSTEM MAY BE SUBJECT TO. DETERMINATION OF ALL LOAD CASES ANDCOMBINATIONS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF IBC AND ASCE-7.

1. FURNISH GALV. LOOSE STEEL LINTELS ABOVE ALL OPENINGS PERLINTEL TABLE.

2. INSTALL CONTROL JOINTS AT OPENINGS APER D1/A003, UNLESSMODIFIED BY EXTERIOR ELEVATIONS.

3. INSTALL CONTROL JOINTS WITHIN 3'-4" OF EXTERIOR CORNERS.4. INSTALL CONTROL JOINTS AT LOCATIONS SHOWN ON EXTERIOR

ELEVATIONS. MAXIMUM JOINT SPACING = LESSER OF 1.5 x WALLHEIGHT OR 20'-0"

COMPRESSIBLE JOINTFILLER OR GASKET


SECOND FLOOR

LEAVE 1" GAP BETWEENTOP OF CMU AND BOTTOMOF FLOOR SLAB

DEFLECTION TRACKWITH 1" GAP BETWEENTRACK AND TOP OFSTUDS-RE: B7/A003

CHANNEL BRIDGING MAX12" BELOW TOP OFSTUDS-RE: B7/A003

INTERIOR WALL

INTERIOR OR EXTERIORWALL



FRAME

REINF FIRST CELL EACH SIDEOF OPENING--REF. STRUCT FORREINF

CMU LINTEL-REF. STRUCT

CONTROL JOINTS LOCATED PERCONSTRUCTION NOTE 4, BUT NOTCLOSER THAN 16" TO OPENING

16"MIN.

16"MIN.

JOINT REINFORCING FIRSTJOINT BELOW SILLCONTINUOUS TO CONTROLJOINTS

REINFORCED CMU,REFER TO WALL TYPES

JAMB, SIZE ANDGAGE AS REQUIRED

BOXED HEADER, SIZEAND GAGE AS REQUIRED

CUT FLANGE AND BENDWEB TO FROM A OVERLAP.FASTEN EACH SIDE ASREQUIRED

12" MAX.

CHANNEL BRIDGING MAX.12" FROM TOP OF STUDS

CLIP ANGLE AND SCREWSAS REQUIRED

CFMF STUDS - SIZE ANDSPACING AS INDICATED

DEFLECTIONTRACK

W/FASTENERSAT EACH STUD

1" CLEARANCE BETWEENTOP OF STUD ANDDEFLECTION TRACK

A B

A53" = 1'-0"

TYPICAL CMU CONSTRUCTION

D31/4"=1'-0"

OPENINGS IN EXTERIOR CMU WALLS

DOOR AND WINDOW JAMB STUD FRAMING SCHEDULE

LOOSE STEEL ANGLE LINTEL FOR VENEER MASONRY

A93" = 1'-0"

TYPICAL CFMF CONSTRUCTION

D7NTS

OPENINGS IN EXTERIOR CFMF WALLS

F3NTS

CMU SLOTTED DEFLECTION ANCHOR

A7NTS

EDGE OF SLAB DEFLECTION CLIP

D11/4"=1'-0"

OPENINGS IN VENEER MASONRY

F7NTS

CFMF BOX BEAM HEADER

A31 1/2" = 1'-0"

EXTERIOR CMU CTL JTA1NTS

VENEER MASONRY CONTROL JOINT

B11 1/2" = 1'-0"

VENEER MASONRY CONTROL JOINT

EXTERIOR CFMF CONSTRUCTIONEXTERIOR CMU CONSTRUCTIONVENEER MASONRY CONSTRUCTION

B31 1/2" = 1'-0"

CMU WALL INTERSECTION

B7NTS

CFMF DEFLECTION TRACK

WINDOWWINDOW DOORDOOR

EXTERIOR CMU CONSTRUCTION NOTES: EXTERIOR CFMF CONSTRUCTION NOTES:VENEER MASONRY CONSTRUCTION NOTES:

WINDOWDOOR

1

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1 2 3 4 5 6 7 8 9 10

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TYPICAL EXTERIORDETAILS

A003214000308

06/22/16

Author

MAX

18'

-0" W

ITH

6" C

MU

MAX

24'

-0" W

ITH

8" C

MU

MAX

12'

-0" W

ITH

4" C

MU

MAX

18'

-0" W

ITH

6" C

MU

MAX

24'

-0" W

ITH

8" C

MU

MAX

15'

-0" W

ITH

3 5

/8" S

TUD

SM

AX 2

0'-0

" WIT

H 6

" STU

DS

MAX

15'

-0" W

ITH

3 5

/8" S

TUD

SM

AX 2

0'-0

" WIT

H 6

" STU

DS

MAX

15'

-0" W

ITH

3 5

/8" S

TUD

SM

AX 2

0'-0

" WIT

H 6

" STU

DS

MAX

15'

-0" W

ITH

3 5

/8" S

TUD

SM

AX 2

0'-0

" WIT

H 6

" STU

DS

1"1"1"

MAX

18'

-0" W

ITH

6" C

MU

MAX

24'

-0" W

ITH

8" C

MU

MAX

10'

-0" W

ITH

6" C

MU

MAX

12'

-0" W

ITH

8" C

MU

MAX

10'

-0" W

ITH

6" C

MU

MAX

12'

-0" W

ITH

8" C

MU

1" 1"1"

1'-6" MAX

MAX

15'

-0" W

ITH

3 5

/8" S

TUD

SM

AX 2

0'-0

" WIT

H 6

" STU

DS

8" M

IN

8" M

IN

8" M

IN

8" M

IN

MAX

12'

-0" W

ITH

4" C

MU

MAX

18'

-0" W

ITH

6" C

MU

MAX

24'

-0" W

ITH

8" C

MU

8" M

IN

MAX

12'

-0" W

ITH

4" C

MU

MAX

18'

-0" W

ITH

6" C

MU

MAX

24'

-0" W

ITH

8" C

MU

16"MIN.

CONCRETE "U" BLOCK LINTELSREINFORCINGCLEAR SPANSECTION LINTEL WIDTH

4" M

IN

STRUCT STEEL JOIST OR BEAM

FRAME JOIST WITH 2 1/2" 18 GACOLD FORMED METALFRAMING AT 16" OC FASTENEDTO 16 GA CLIP ANGLE WELDEDTO BOTTOM OF JOIST

GYP BD EACH SIDE

BOND BEAM

FIRESAFING SEALANT AT FIRERATED WALLS

CMU WALL, TYP

NOTE: PROVIDE 1 LAYER GYP BD AT NON-RATED AND 1-HR RATED WALLS,AND 2 LAYERS GYP BD AT 2-HR RATED WALLS.

TYPICAL WALL TO DECKLESS THAN 24' HIGH

TALL WALL TO DECKGREATER THAN 24'HIGHw/o INTERMEDIATESUPPORT

PARTIAL HEIGHT WALLTYPICAL WALL TODECKLESS THAN 20' HIGH

TALL WALL TO DECKGREATER THAN 20'HIGHw/o INTERMEDIATESUPPORT

PARTIAL HEIGHT WALL PARTIAL HEIGHT WALL

REINFORCE WITH#4 @ 40" OC

BOND BEAM AT TOPCOURSE

STRUCT STL JOIST OR BEAM-NOTE: NON-RATED PARTITIONS MAYTERMINATE AT UNDERSIDE OF BEAM

FURR AROUND JOIST OR BEAM WITHSTEEL STUDS TO MATCH WALLCONSTRUCTION

STUD WALL, TYP

RIGID CONNECTON TO STEEL DECKWITH FIRESAFING AT FIRE RATEDPARTITIONS

NOTE: PROVIDE 1 LAYER GYP BD AT NON-RATED AND 1-HR RATEDWALLS, AND 2 LAYERS GYP BD AT 2-HR RATED WALLS.

FILL CAVITIES WITH FIRESAFINGINSULATION

1 HR

2 LAYERS GYP BDFOR 2-HR WALLEACH SIDE

2 HR+

1 LAYER GYP BD FOR 1-HR WALLEACH SIDEBRIDGING - MAXIMUM 18"BELOW TOP OF STUDS

2" DEEP TOP TRACK FASTENEDTO EACH STRAP WITH 2FASTENERS OR TO BOTTOM OFDECKFASTEN GYP BD THRU STUDSMIN 3" BELOW TOP OF WALL

FIREPROOFING SEALANTAPPLIED TO INSULATION ANDLAPPING ONTO GYP BD ANDDECK 1/2"

CMU WALL REFER WALLTYPES

NON-RATED WALLPARALLEL OR PERPENDICULARTO DECK

FIRE RATED WALLPARALLEL OR PERPENDICULARTO DECKUL NO. HW-D-327

2" WIDE 16 GA STRAPS @ 24" OCSPANNING DECK FLUTE--OMIT STRAPS WHEN WALL ISPERPENDICULAR TO DECK

FILL CAVITY WITH ACOUSTICINSULATIONACOUSTIC SEALANT

ACOUSTIC WALLPARALLEL OR PERPENDICULARTO DECK

NON-RATED WALLPARALLEL OR PERPENDICULARTO DECK

CMU WALL REFER WALLTYPES

ACOUSTIC SEALANT

ACOUSTIC WALLPARALLEL OR PERPENDICULARTO DECK

CMU WALL REFERWALL TYPES

FIRE RATED WALLPARALLEL OR PERPENDICULARTO DECKUL NO. HW-D-0013

CONT 3 1/2 x 3 1/2 x 16GAGE ANGLES EACH SIDEFASTENED TO UNDERSIDEOF DECK ONLY

CONT 3 1/2 x 3 1/2 x 16 GAGEANGLES EACH SIDEFASTENED TO UNDERSIDEOF DECK ONLY

FILL CAVITY WITHFIRESAFING INSULATION1/2" FIRESTOP SEALANT

CONT 3 1/2 x 3 1/2 x 16GAGE ANGLES EACHSIDE FASTENED TOUNDERSIDE OF DECKONLY

FILL CAVITY WITHACOUSTIC INSULATION

FILL CAVITY WITHACOUSTIC INSULATION

1 LAYER GYP BD EACH SIDEBRIDGING - MAXIMUM 18"BELOW TOP OF STUDS

2" DEEP TOP TRACK FASTENEDTO EACH STRAP OR TO BOTTOMOF DECK

FASTEN GYP BD THRU STUDSMIN 3" BELOW TOP OF WALL


1 LAYER GYP BD EACH SIDE

BRIDGING - MAXIMUM 18"BELOW TOP OF STUDS

2" DEEP TOP TRACK FASTENEDTO EACH STRAP OR TO BOTTOMOF DECK

FASTEN GYP BD THRU STUDSMIN 3" BELOW TOP OF WALL


TALL WALL TO DECKGREATER THAN 24'HIGHw/ INTERMEDIATESUPPORT

CONTRACTOR'SOPTION

4" CMU FURRING ORCHASE WALL

4" CMUFURRINGBRACED TOBACKUP WALLWITH JOINTREINFORCINGAT 2'-0" OC

6" OR 8" CMUBACKUP WALL

BOND BEAM ATTOP COURSE

SEE STUD WALLCONSTRUCTION FORINFILL

TALL WALL TO DECKGREATER THAN 20'HIGHw/ INTERMEDIATESUPPORT

WINDOW

MULTIPLE STUDS BOTH SIDESOF DOOR-REFER TO DOOR ANDWINDOW JAMB STUD FRAMINGSCHEDULE ON SHEET A003

CEILING AS SCHED

DOOR FRAME

ALIGN CONTROL JOINTS WITHEDGE OF FRAME - AT FRAMESTHAT DO NOT WRAP THE WALL,TURN CJ BACK TO FRAME

CONTINUE JOINTS TO TOP OFWALL OR INTERMEDIATEBRACING AT FLOOR/ROOF

WINDOW FRAME

MULTIPLE STUDS BOTH SIDESOF WINDOW-REFER TO DOORAND WINDOW JAMB STUDFRAMING SCHEDULE ON SHEETA003

ALIGN CONTROL JOINTS WITHEDGE OF FRAME - AT FRAMESTHAT DO NOT WRAP THE WALL,TURN CJ BACK TO FRAME

CEILING AS SCHED

CONTINUE JOINTS TO TOP OFWALL OR INTERMEDIATEBRACING AT FLOOR/ROOF

DOOR

INTERMEDIATESUPPORT

16 GAGE STUD BRACING @ 48"OC STAGGERED



INTERMEDIATESUPPORT

DOWEL INTOSLAB

D1/A004

D1/A004 D1/A004

D1/A004 D6/A004

D6/A004 D6/A004

F3/A003

A B C D E A B C D E F

REFER D1/A400 SIM. FOR DEFLECTIONCONNECTION AT BOTTOM OF JOIST FURRING

RIGID CONNECTON TO STEELDECK WITH FIRESAFING AT FIRERATED PARTITIONS

1. MAX UNBRACED HEIGHT OF 3-5/8" INTERIOR STUD WALLS = 15'-0"2. MAX UNBRACED HEIGHT OF 6" INTERIOR STUD WALLS = 20'-0"3. CONSTRUCT FULL-HEIGHT INTERIOR STUD WALLS PER AI/A004, DETAIL A.4. PROVIDE INTERMEDIATE BRACING FOR FULL-HEIGHT INTERIOR STUD WALLS EXCEEDING MAX

UNBRACED HEIGHT. REFER TO A1/A004, DETAILS B OR C.5. CONSTRUCT PARTIAL-HEIGHT INTERIOR STUD WALLS PER EITHER DETAIL D OR E, A1/A004, AT

CONTRACTOR'S OPTION.6. PROVIDE DEFLECTION CONNECTION AT TOPS OF ALL STUD WALLS PER D1/A004. FIRESTOP

FIRE-RATED WALLS AND INSTALL AOUSTICAL SEALANT AT ACOUSTICAL WALLS.7. FURNISH MULTIPLE STUDS AT JAMBS OF ALL OPENINGS PER D7/A003.8. INSTALL CONTROL JOINTS AT OPENINGS IN INTERIOR STUD WALLS PER F1/A004.9. INSTALL ADDITIONAL CONTROL JONTS SO THAT JOINT SPACING DOES NOT EXCEED 30'-0".10. ALL HANGING FURRING AND /OR GYPSUM BOARD CEILINGS SHALL BE SUSPENDED FROM

OVERHEAD STRUCTURAL MEMBERS AND NOT FROM METAL FLOOR OR ROOF DECK.

SIM

1. MAX UNBRACED HEIGHT OF 4" INTERIOR CMU WALLS = 12'-0"2. MAX UNBRACED HEIGHT OF 6" INTERIOR CMU WALLS = 18'-0"3. MAX UNBRACED HEIGHT OF 8" INTERIOR STUD WALLS = 24'-0"4. CONSTRUCT FULL-HEIGHT INTERIOR CMU WALLS PER DETAIL A, A6/A004.5. PROVIDE INTERMEDIATE BRACING FOR FULL-HEIGHT INTERIOR CMU WALLS EXCEEDING MAX

UNBRACED HEIGHT. REFER TO DETAILS C OR D, A6/A004.6. CONSTRUCT PARTIAL-HEIGHT CMU WALLS AS EITHER CANTILEVERED OR BRACED, PER DETAIL

D, A6/A004.7. CONSTRUCT COMPOSITE CMU/STUD WALLS AS EITHER CANTILEVERED OR BRACED, PER

DETAIL B, A6/A004.8. CONSTRUCT CANTILEVERED WALLS ON SLABS-ON-GRADE ONLY--DO NOT CONSTRUCT ON

ELEVATED SLABS.9. CONSTRUCT 4" CMU WALL FURRING PER DETAIL E, A6/A004.10. PROVIDE DEFLECTION CONNECTION AT TOPS OF ALL CMU WALLS PER D6/A004. FIRESTOP

FIRE-RATED WALLS AND INSTALL ACOUSTICAL SEALANT AT ACOUSTICAL WALLS.11. INSTALL CONTROL JOINTS PER DETAIL G7/A004, SPACED NOT TO EXCEED LESSER OF 1.5 x

WALL HEIGHT OR 30'-0".12. EXTEND JOINT REINFORCING THROUGH WALL INTERSECTIONS PER B3/A003.13. ALL INTERIOR CMU WALLS CONSIDERED TO SPAN VERTICALLY.

2. 8" MINIMUM BEARING REQUIRED AT EACH END FOR ALL LINTELS.

1. THIS TYPE LINTEL IS USED TO CARRY CONCRETE BLOCK ORLIGHTER WALL CONSTRUCTION ONLY, IT IS NOT DESIGNED TOCARRY FLOOR LOADS. REFER TO STRUCTURAL DRAWINGS FORLOAD BEARING LINTEL DESIGNS.

3. FOR 4" CMU WALLS USE A 3 5/8" x 7 5/8" PRECAST CONCRETELINTEL REINFORCED WITH 1-No 4 TOP AND BOTTOM FOR CLEARSPANS OF 7'-0" AND LESS.

6'-0" AND UNDER8'-0" MAXIMUM

8'-0" MAXIMUM6'-0" AND UNDER

WIDTH

7 5/

8"

2-#37 5/8" 2-#4

5 5/8" 2-#32-#4

BACKER ROD ANDSEALANT EACH SIDE

FULLY GROUTED CELLSEA SIDE WITH #5 REINF

CMU WITH JOINT REINF AT16" OC--DO NOT CONTINUEREINFORCING THROUGHJOINT

#4 DOWELS@72" OC

#4 DOWELS@72" OC

#4 DOWELS@72" OC

CANTILEVERED FOR SLAB-ON-GRADE ONLYNOT FOR USE AT ELEVATED SLABS

16 GAGE STUDBRACING @ 48" OCSTAGGERED

#4 DOWELS@72" OC

CANTILEVERED BRACED

16 GAGE STUD BRACING@ 48" OC STAGGERED

#4 DOWELS@72" OC

REINFORCEWITH #4 @ 40"OC

DOWEL INTO SLAB

COMPOSITE WALLCANTILEVERED FOR SLAB-ON-GRADE ONLYNOT FOR USE AT ELEVATED SLABS

CANTILEVERED BRACED

#5 DOWELS INTO SLABAT ALL OPENINGS WIDERTHAN 6'-0"

#5 DOWELS INTO SLAB AT ALLOPENINGS WIDER THAN 6'-0"

DOOR FRAME

WINDOW FRAME

CMU LINTEL-REFSCHEDULE

#5 REINF FIRST CELL EACH SIDEOF OPENING-CONTINUE TO TOPOF WALL

#5 REINF FIRST CELL EACHSIDE OF OPENING-CONTINUETO TOP OF WALL

CMU LINTEL-REF SCHEDULE

WINDOWDOORTHESE DETAILS APPLY FOROPENINGS UP TO 8 FEET WIDE

16"MIN.

JOINT REINFORCING FIRSTJOINT BELOW SILLCONTINUOUS TO CONTROLJOINTS

CONTROL JOINTS LOCATEDPER CONSTRUCTION NOTE11, BUT NOT CLOSER THAN16" TO OPENING

CONTROL JOINTSLOCATED PERCONSTRUCTION NOTE11, BUT NOT CLOSERTHAN 16" TO OPENING

18" MAX.

CHANNEL BRIDGING MAX. 18" FROMTOP OF STUDS

CLIP ANGLE AND SCREWSAS REQUIRED

STEEL STUDS - SIZE ANDSPACING AS INDICATED

DEFLECTION TRACK FASTENEDTO STRUCTURE ABOVE-RE: A4/A004

1" CLEARANCE BETWEEN TOP OFSTUD AND DEFLECTION TRACK

4" M

IN

F4 F93/4" = 1'-0"

TOP OF CMU WALL AT JOIST

A13/4" = 1'-0"

INTERIOR STUD WALLSA6

3/4" = 1'-0"

INTERIOR CMU WALLS

3/4" = 1'-0"

TOP OF STUD WALL AT JOIST

D13" = 1'-0"

DEFLECTION CONNECTION AT TOP OF WALL - STUD WALLSD6

3" = 1'-0"

DEFLECTION CONNECTION AT TOP OF WALL - CMU WALLS

1/4"=1'-0"

OPENINGS IN INTERIOR CMU WALLSF1

1/4"=1'-0"

OPENINGS IN INTERIOR STUD WALLS

G1NTS

STEEL STUD DEFLECTION TRACK

INTERIOR STUD CONSTRUCTION INTERIOR CMU CONSTRUCTION

G71 1/2" = 1'-0"

INTERIOR CMU CJ

F6

INTERIOR STUD CONSTRUCTION NOTES: INTERIOR CMU CONSTRUCTION NOTES:

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TYPICAL INTERIORDETAILS

A004214000308

06/22/16

Author

GENERAL DEMOLITION NOTES1 ALL DEMOLITION WORK TO BE PERFORMED IN COMPLIANCE WITH ALL APPLICABLE CODES, LAWS & REGULATIONS INCLUDING OWNER REQUIREMENTS & THOSE REQUIREMENTS ASSOCIATED WITH UNITED STATES GREEN BUILDING COUNCIL'S LEED CERTIFICATION.

2 PRIOR TO THE COMMENCEMENT OF DEMOLITION WORK, INSPECT ALL AREAS IN WHICH WORK IS TO BE PERFORMED. THE EXISTING BUILDING INFORMATION SHOWN WAS COMPILED FROM DRAWINGS FURNISHED BY THE OWNER. THESE DRAWINGS WERE NOT 'AS-BUILT' DRAWINGS & ACTUAL CONDITIONS / DIMENSIONS MAY VARY FROM WHAT IS INDICATED. VERIFY ALL CONDITIONS / DIMENSIONS PRIOR TO DEMOLITION. NOTIFY THE ARCHITECT IMMEDIATELY IF A HIDDEN FIELD CONDITION IS UNCOVERED OR A DISCREPENCIES IN THE CONTRACT DOCUMENTS ARE FOUND THAT CONFLICTS WITH THE INTENDED FINAL PRODUCT & REQUIRES MODIFICATIONS TO THE LAYOUT.

3 PROTECT ADJACENT AREAS FROM DUST, EXCESSIVE NOISE & / OR DISRUPTION OF OPERATION. ANY WORK WHICH INTERFERES WITH THE OWNER'S OPERATION OF THE SURROUNDING AREAS & ANY INTERUPTION OF SERVICES INCLUDING THE SHUTDOWN OF UTILITIES SHALL BE PERFORMED AT A TIME APPROVED BY THE OWNER'S REPRESENTATIVE.

4 PROTECT EXISTING STRUCTURES, FINISHES, UTILITIES & OTHER ITEMS SCHEDULED TO REMAIN. PRIOR TO DEMOLITION, DOCUMENT SURROUNDING PROPERTIES WHICH COULD BE MISCONSTRUED AS DAMAGE RESULTING FROM DEMOLITION WORK & FILE WITH OWNER'S REPRESENTATIVE. AREAS THAT ARE DAMAGED BY SELECTIVE DEMOLITION SHALL BE PATCHED, REPAIRED & FINISHED OR REPLACED TO MATCH EXISTING ADJACENT SURFACES AT NO EXPENSE TO THE OWNER.

5 ALL DEMOLITION WORK REQUIRED IS NOT LIMITED TO THAT INDICATED WITHIN THE CONTRACT DOCUMENTS. ALTER EXISTING CONSTRUCTION THAT INTERFERES WITH NEW WORK TO THE EXTENT OF THE INTERFERENCE. THE INTENT IS TO REMOVE ALL MECHANICAL, PLUMBING, ELECTRICAL & ARCHITECTURAL ITEMS AS REQUIRED TO FACILITATE NEW CONSTRUCTION. CUT & LATER PATCH ALL HOLES & OPENINGS IN EXISTING CONSTRUCTION NECESSARY FOR CONNECTION OF NEW WORK & FOR THE PASSAGE OR CONNECTION OF ANY MECHANICAL, PLUMBING & ELECTRICAL UTILITIES & SERVICES.

6 OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. PROVIDE INTERIOR AND/OR EXTERIOR SHORING, BRACING OR SUPPORT AS REQUIRED TO PREVENT MOVEMENT, SETTLEMENT, DAMAGE OR COLLAPSE OF STRUCTURE WITHIN DEMOLITION CONTRACT LIMITS.

7 PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNER'S PERSONNEL & GENERAL PUBLIC FROM INJURY DUE TO DEMOLITION WORK. PROVIDE A PROPER MEANS OF EGRESS AS REQUIRED FOR OCCUPIED AREAS PER CODE DURING CONSTRUCTION. EGRESS MUST ALSO BE MAINTAINED WITHIN THE CONSTRUCTION AREA.

8 IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION OPERATIONS, THE CONTRACTOR IS TO STOP WORK IMMEDIATELY & INFORM THE OWNER'S REPRESENTATIVE & ARCHITECT FOR FURTHER DIRECTION.

9 PRIOR TO DEMOLITION, VERIFY WHICH ITEMS ARE TO BE SALVAGED. PROVIDE A DETAILED INVENTORY LIST OF THOSE ITEMS & THEIR STORED LOCATION TO THE OWNER'S REPRESENTATIVE. REMOVE FROM SITE & DISPOSE OF ALL NON-SALVAGABLE ITEMS. ALL DEBRIS CAUSED BY DEMOLITION & CONSTRUCTION SHALL BE CLEARED & REMOVED FROM SITE. DEBRIS STORAGE SHALL NOT INFRINGE ON CLEAR PATH OF EGRESS.

10 ALL ABANDONED MECHANICAL, PLUMBING & ELECTRICAL PIPING SHALL BE REMOVED TO A POINT BELOW EXISTING CONCRETE FLOOR SLAB, BEHIND WALLS & AS CLOSE TO THE CEILING DECK AS POSSIBLE, UNLESS OTHERWISE NOTED. COORDINATE EXTENT OF REMOVAL WITH MECHANICAL, PLUMBING & ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION REQUIRED UNDER THIS CONTRACT.

DEMOLITION KEYNOTES1 DEMO EXISTING DOOR AND FRAME.

2 DEMO EXISTING WALL.

3

REMOVE FLOOR FINISH & PREPARE FOR NEW FINISH,REPAIR EXISTING CEILING GRID TILES AS NEEDED.REMOVE CEILING TILE AT SERVING 151 FOR NEWCEILING TILE.

4 DEMO EXISTING CASEWORK.

5 REMOVE EXISTING SILL FRAME AND GLAZING.PREPARE FOR GYP BD FURROUT.

6DEMO EXISTING EXTERIOR WALL FOR NEW WINDOWOPENING, REF. ELEVATION C1/A201 FOR EXACTOPENING LOCATION.

7SHADED AREA INDICATES EXISTING GUTTER ANDDOWNSPOUT TO REMOVE. PATCH FASCIA AND ROOFAS REQUIRED.

8

EXISTING KILN & EXHAUST DUCT TO REMAIN.RELOCATE ELECTRICAL, SEE A112 FOR PARTIAL WALLTO REMAIN BEHIND EXHAUST DUCT. REF ELECTRICALFOR NEW KILN LOCATION.

9 DEMO EXISTING PLUMBING FIXTURE

10 REMOVE EXISTING PLASTER SOFFIT. PREPARE FORNEW 2X2 LAY-IN CEILING

11DEMO EXISTING WALL FOR 4' - 4" X 7' -4" OPENING.PREPARE FOR NEW DOOR. RELOCATE ELEC SWITCHGEAR TO NEW LOCATION, RE: ELECTRICAL

12 DEMO/PATCH EXISTING WALL FOR NEW OPENING. RE:A112 FOR EXACT LOCATION

13 SALVAGE EXISTING KITCHEN EQUIPMENT AND RETURNTO OWNER

14 DEMO EXISTING FURRDOWN IN THIS AREA. PREPAREFOR EXPOSED CEILING.

15 REMOVE EXISTING SOFFIT AND OH GRILL. PREPAREFOR NEW WALL.

16

SALVAGE EXISTING LINEAR PENDANT FIXTURE TOREUSE. PREPARE FOR NEW LIGHTING FIXTURES INTHIS AREA. SEE RCP FOR SALVAGED LIGHT FIXTURESIN NEW LOCATIONS.

17 REMOVE TV AND TV CEILING MOUNT.

18 RELOCATE LIGHT FIXTURES IN BOOKROOM. REFER TOA613 FIRST LEVEL CEILING PLAN.

19 SALVAGE EXISTING BOOKSHELVES AND RELOCATE TOSTORAGE ROOM 334

20 RELOCATE COPIER

21 SALAVAGE BOOKCASE FOR NEW LOCATION ATLIBRARY. SEE A713.

22 EXISTING BOOKCASE TO REMAIN.

23REMOVE GUTTER & DOWNSPOUT FOR NEW AT HIGHROOF. SEE A131 ROOF PLAN FOR EXACT GUTTERLENGTH TO REMOVE.

24 EXISTING WINDOW TO REMAIN

25 DEMO EXISTING CONCRETE WALK

26 REPAIR EXISTING GYP CEILING IN THIS AREA,PREPARE FOR NEW LIGHTING FIXTURES.

27 MODIFIY EXISTING ROOF SLOPE IN THIS AREA, SEEA131 ROOF PLAN

DEMOLITION LEGEND

EXISTING WALLS TO BE REMOVED

EXISTING WALLS TO REMAIN

REMOVE EXISTING DOORS,FIXTURES, AND MISC INDEMOLITION

EXISTING AREA

HATCH LEGEND

RENOVATED AREA

5

6

7

7

1

10

23

KINDERGARTEN315

25

27

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FIRST LEVELARCHITECTURAL DEMOPLAN - AREA 'A'

AD111214000308

06/22/16

Author

1/8" = 1'-0"A1FIRST LEVEL DEMOLITION PLAN



3






8









16





20 RELOCATE COPIER








1 13 4

8

3

9

11

12

2

3

13

14

4 15

16

17

MUSIC116

ART111

ELEC112

REC102

WAITING101

SERVING AREA151

CAFETERIA150

(+/-) 2' - 10"

4' - 4"

8"

24

33

DEMOLITION LEGEND




EXISTING AREA

HATCH LEGEND

RENOVATED AREA











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FIRST LEVELARCHITECTURAL DEMOPLAN - AREA 'B'

AD112214000308

06/22/16

Author


4

3

4

18

19

20

21

21

21

3RD GRADE - R189

3RD GRADE - R188

LIBRARY177

4TH GRADE - R163

3

1

26

22













3






8









16





20 RELOCATE COPIER








DEMOLITION LEGEND




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HATCH LEGEND

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FIRST LEVELARCHITECTURAL DEMOPLAN - AREA 'C'

AD113214000308

06/22/16

Author


UP

UP

DN

x1

x2

x3

x4

x5

x7

x9

x10

1716 1918 20 21

XG JEENOPQ

R

G G

T

15

131211

56

8

7

FF

F F

I I

II

9 10

E

1 2 4

C

B

A

14

KINDERGARTEN314

KINDERGARTEN309

KINDERGARTEN308

KINDERGARTEN312

KINDERGARTEN315

STOR313A

TLT313B STOR

310

STOR308B

TLT308A

TLT312A

TLT314A

TLT309A

STOR309B

JAN CL311

MECH307

ELEC306

STOR305

TECH TLT302

TECH CLOS303

STOR304

MECH120

STOR121

STOR123

STOR122

PRINCIPAL106

COUNS110

PRIN SEC400

MAIN TECH CLOS500

VIDEO178

BOOK STOR179

TLT182

MECH175

5TH GRADE174

SPECIAL ED172

5TH GRADE170

5TH GRADE168STOR

A213

STORA214

ART111

CLASSROOM124

CLASSROOM119

PRE-K317

PRE-K326

STOR324

STOR327

TLT328

TLT323

TLT322

TLT318

3RD GRADE - R188

3RD GRADE - R189

3RD GRADE190

3RD GRADE193

3RD GRADE194

TLT183

TLT187

4TH GRADE - R163

4TH GRADE/SCIENCEA174

1ST GRADE212

1ST GRADE211

ELEC203

SPEECH204

1ST GRADE230

2ND GRADE229

2ND GRADE228

2ND GRADE227

TLT225

TLT224

2ND GRADE223

2ND GRADE222

2ND GRADE221

1ST GRADE220

MECH219

1ST GRADE216

1ST GRADE215

WING B CORRIDOR214

CORRIDOR202

MECH207

STOR201

3RD GRADE195

CORRIDOR206

WING D CORRIDOR162

TLT196

TEACHER WORKROOM403

BMS404

PDS402 MECH & ELEC

415

REFRIG FREEZER

DRY STOR414

MECH407

STAFF LOCK409

STAFF TLT408

OFFICE412

JAN411

MECH RM153

NURSE132

ELEC208

CORRIDOR300

ELEC331

SERVING AREA151

H

A201 G1

A201

E1

A201E5

A201

C1

D

1.5 3

DATA332

STOR334

STOR319

STOR320

MECH316

PRE-K330

GIRLS335

BOYS336

MUSIC116

KILN/ART STOR113A

ELEC112

PRE-K325

WASH AREA134

PRE-K321

WAITING101

REC102

CAFETERIA150

CORRIDOR191

TLT329

CORRIDOR337

CORRIDOR339

CORRIDOR338

LIBRARY177

214 224

202

207

206

162B

WING D CORRIDOR162

162A

CORRIDOR191

191

153

339

X100

MUSIC STOR113B

AREA

A

AREA

B

AREA

B

AREA

C

AREA CAREA D

DN

A201-AD1

A201-A

F1

A201-A

C1

A201-A A1

EXISTING AREA

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1/16" = 1'-0"Checker

BRYAN ISD


OVERALL PLAN

A110214000308

06/22/16

Author

1/16" = 1'-0"A1OVERALL FLOORPLAN

NOTE: DOOR TAGS SHOWN IN THIS SHEET INDICATE DOORS WITH DOORHARDWARE ALTERNATE, RE: A501 DOOR SCHEDULE REMARKS '6'

DN

OC1

3,K

OC1

1 FIRST FLOOR REFERENCE ELEVATION 100' - 0" = 310.64' (REFER TO CIVIL)

2 ALL DIMENSIONS ARE FROM COLUMN REFERENCE LINE TO FACE OF PARTITION, UNLESS NOTED OTHERWISE.

3 REFER TO CODE DRAWINGS (G000 SERIES) FOR LOCATIONS & EXTENT OF RATED ASSEMBLIES. IF PARTITION DESIGNATION DISCREPANCY OCCURS BETWEEN THE CODE DRAWING & THE FLOOR PLANS, PROVIDE THE PARTITION TYPE INDICATED WITH THE MOST STRINGENT REQUIREMENTS.

4 REFER TO DRAWING A003 FOR ALL INTERIOR PARTITION TYPES.

5 ALL INTERIOR PARTITIONS TO BE 24A UNLESS OTHER NOTED OTHERWISE.

6 ALL EXTERIOR WALL TO BE 21 UNLESS OTHER NOTED OTHERWISE.

6 FOR HOUSEKEEPING PADS, ALL DIMENSIONS INDICATED ARE FOR REFERENCE AND SIZED BASED ON BASIS OF DESIGN EQUIPMENT, COORDINATE ACTUAL SIZES WITH MECHANICAL, PLUMBING & ELECTRICAL TRADE CONTRACTORS.

7 PROVIDE FRT WOOD BLOCKING AT ALL TOILET PARTITIONS, GRAB BARS, AND HAND RAILS.

FLOOR PLAN GENERAL NOTES

5

5 6 87

F F

I

I

II

E

1

1

2

2

4

4

C

B

A

KINDERGARTEN314

KINDERGARTEN309

KINDERGARTEN308

KINDERGARTEN312

KINDERGARTEN315

STOR313A

TLT313B STOR

310

STOR308B

TLT308A

TLT312A

TLT314A

TLT309A

STOR309B

JAN CL311

MECH307

ELEC306

STOR305

TECH TLT302

TECH CLOS303

STOR304

PRE-K317

PRE-K326

STOR324 STOR

327TLT328

TLT323TLT

322

TLT318

CORRIDOR300

ELEC331

132'

- 4"

8' -

2"4'

- 0"

12' -

0"

4' -

0"19

' - 4

"4'

- 0"

12' -

0"

4' -

0"18

' - 4

"4'

- 0"

12' -

0"

4' -

0"26

' - 6

"

H

1' -

8"39

' - 7

1/2

"32

' - 5

1/2

"29

' - 1

"10

' - 6

"2'

- 2"

15' -

2"

1' -

8"

8' -

2"4'

- 0"

12' -

0"

4' -

0"19

' - 4

"4'

- 0"

12' -

0"

4' -

0"(+

/-) 1

5'-0

"

DATA332

A201 G1

A201

E1

A201E5

A201

C1

D

1.5

1.5

3

3

1' - 8" 23' - 0" 1' - 8"10"

7' - 0" 18' - 10" 6' - 8" 1' - 8"

25' - 6" 8' - 8" 24' - 10 3/4"

9' -

10 1

/4"

7' -

1 1/

2"(+

/-) 1

1'- 6

"

STOR319 STOR

320

MECH316

PRE-K330

.

STOR334

GIRLS335BOYS

336

NEW GYP WALL ATWINDOW OPENING

8' -

2 5/

8"

TYP.

2' -

0"

TYP.2' - 0"

7' - 4" 1' - 2" 6' - 8" 9' - 10" 9' - 10" 6' - 8" 1' - 2" 7' - 4"

1' -

0"

1' - 0"

1' - 1"

1' -

0"

334335336

317319318

338

332331

339

320

321 330

326325

PRE-K325

337

D1A301

D1A301

322 324B

323 324A

329327A

327B 328

316

PRE-K321

A5A301

A1A301

A7A301

D6A301

A9A301

F5A331

F3A331

F1A331

A1A401

A4A401

C1A401

C4A401

D4A301

TLT329

CORRIDOR337

CORRIDOR338

CORRIDOR339

26A

26A26A

26A26A

26A

26A

24

25

25 TYP.

24

24 24

24

25

25

25 25

25

26A

27

27

36

36

38A38

38

38

38

W1

W1

W1

W1

W1

W2

A3A301

LINE OF CANOPY @ 8'-0" HTO BOTTOM OF CANOPYREF: D8/A331

@ CANOPY4' - 0"

@ C

ANO

PY7'

- 0"

D3A331

28

D3 OPH, Sim

A331

D1A331

CLEAR21' - 3"

22' - 10 3/4"2' - 0"

1' - 6"

2' -

0"

2' -

0"

CLR

1' -

6"

1' - 6"1' -

6"8'

- 3"

7' - 3 3/4"

1' - 2 1/4"

7' - 5 3/4" 8' - 11"

9' - 10" 5' - 6 3/4"

2' - 8 1/2"

5' -

8"

24' - 8"

1' - 10" 2' - 2"

6' - 0"

FEC

9' -

2"

A811 G8F8

A811E8 E9

A9A301

SEE FOR CONSTRUCTIONBASE POINT

A201-AD1

A201-A

F1

A201-A

C1

A201-A A1

A9A111

1 2 3 4

D

E

H

1.5

A

B

C

E1 E2 E4E3

EB

EB.5

EC.2

ED

EC.4

EC.5

3

MAGNETICDOORHOLDER, TYP.

ALIGN GYP WITHFACE OF DOOR

1 1/2" MIN

5' -

8 1/

2"

2 1/2" STUDAS REQUIRED

5/8" GYP BD

3

N

A BC

D

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CONSTRUCTION SET

2 3 4 5 6 7 8 9 10

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B

A

H

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BRYAN ISD


FIRST LEVEL FLOOR PLANAREA 'A'

A111214000308

06/22/16

Author

1/8" = 1'-0"A1FLOOR PLAN AREA 'A'

1/2" = 1'-0"A9MAGNETIC DOOR HOLDER DETAIL

2 03/24/16 ADDENDUM #33 04/01/16 ADDENDUM #4

UP

x1

x2

x3

x4

x5

x7

x9

1716

NOPQ

R

15

1312118

FF

F F

I

I

II

9 10 14

D8A301

STOR305

TECH TLT302

MECH120

STOR121

STOR123

STOR122

PRINCIPAL106

COUNS110

PRIN SEC400

BOOK STOR179

ART111

CLASSROOM124

CLASSROOM119

TLT187

CORRIDOR202

STOR201

TEACHER WORKROOM403

BMS404

PDS402

MECH & ELEC415

REFRIG FREEZER

DRY STOR414

MECH407

STAFF LOCK409

STAFF TLT408

OFFICE412

JAN411

MECH RM153

NURSE132

ELEC208

CLASSROOM119

7' -

2 3/

8"16

' - 0

"

W3

32' - 6 1/4"

101

134A

134B

X100

MUSIC116

KILN/ART STOR113A

ELEC112

X111CX111A

X113

X112X116

WASH AREA134

CAFETERIA150SERVING AREA

151

151B

151A

191

151C6'

- 6"

5' -

0"

MUSIC STOR113B113B

24

24

26A

REC102

WAITING101

CORRIDOR191

A812G1

A812G3

26A

EXISTING KILNTO REMAIN

24

NEW SECTIONALOVERHEAD DOORS

FO

OD

SER

VIC

E VE

ND

OR

VER

IFY

WIT

H

NEW MILLWORKDESK, RE:A731

A712 G4

D5A331

B8A331










N

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D

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A

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FIRST LEVEL FLOOR PLANAREA 'B'

A112214000308

06/22/16

Author

1/8" = 1'-0"1FLOOR PLAN AREA 'B'

3 04/01/16 ADDENDUM #4

UP

x1

x2

x3

x4

x5

x7

x9

x10

1716 1918 20 21

XG JEE

R

G

T

FF

F

I

II

3RD GRADE - R188

3RD GRADE - R189

4TH GRADE - R163


MAIN TECH CLOS500

VIDEO178

BOOK STOR179

TLT182

MECH175

5TH GRADE174

SPECIAL ED172

5TH GRADE170

5TH GRADE168STOR

A213

STORA214

3RD GRADE190

3RD GRADE193

3RD GRADE194

TLT183

TLT187

CORRIDOR202

MECH207STOR

201

3RD GRADE195

CORRIDOR206

WING D CORRIDOR162

TLT196

ELEC208

4'-0" MIN

MIN

. 18"

TYP

.

HOLD1' - 0"

X163A

189A188A

X163B

X163C

188

206

162B

RELOCATEDBOOKSHELVES

24

28

28

28

2' - 8" 2' - 8"

15' -

8" C

LR

15' -

6" C

LR

18" M

IN, T

YP.

24










N

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D

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A

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BRYAN ISD


FIRST LEVEL FLOOR PLANAREA 'C'

A113214000308

06/22/16

Author

REFERENCED ON /D8 A301 1/8" = 1'-0"1FLOOR PLAN AREA 'C'

2 03/24/16 ADDENDUM #3

←

T

5 6

I

II

E

1

1

2

2

4

4

C

B

A

H

D

1.5

1.5

3

3

T.O. STEEL 14'-4", TYP.

NEW 8" GUTTER W/ 4"X 6"DOWNSPOUT(DS) &SPLASH BLOCK

T.O. STEEL 13'-5"

EXISTING T.O. STEEL 12'-0 1/2"

T.O. STEEL 12'-0 1/2" IN THIS AREA

MODIFY EXISTING ROOF TO 1/4"/FTSLOPE. NEW MOD BIT ROOFING OVERNEW COVER BD AND TAPEREDINSULATION.

TYP.8' - 0"

RDRD

RD

OD

OD

OD

OD

RD

DS DS

RELOCATE EXISTING DOWNSPOUTTO AVOID CONFLICT W/ NEW CONS.

DS (E)

D1A301

D1A301

A5A301

A1A301

A7A301

D6A301

A9A301

NEW FASCIA ON THIS SIDEOF ROOF AS NEEDED.

TAPER FASCIA TO CONFORMNEW ROOF SLOPE

D4A301

A3A301

9"

LINE OF CANOPY

V.I.F.2' - 8"

NEW GUTTER AND EXPANSIONJOINT IN THIS AREA

OD

RD

12' - 6"

12' -

6"

TYP.8' - 0"

12' -

6"

12' - 6"

2' -

0"

3' - 6"

3' - 6" 8' - 0"

4' -

6"

10' -

0"

8' -

0"

3' - 6"

ROOF HATCH AND LADDER,REF: G7/A311

D7A131

D4Sim

A301

A1A131

1. FOR TYPICAL ROOF PENETRATION DETAILS REFER TO SHEET A311

2. FOR ADDITIONAL ROOF PENETRATION DETAILS: REFER TO MEP DOCS.

3. REFER MEP DOCUMENTS FOR ROOFTOP EQUIPMENT NOT SHOWN. MEHCANICAL,ELECTRICAL AND PLUMBING ROOF EQUIPMENT DEPICTED ON THIS SHEET IS FOR GENERALARCHITECTURAL INFORMATION ONLY.

4. PROVIDE CONT 36" WIDE WALKWAY BOARDS AT SERVICE SIDE OF ALL MECH EQUIP.REFER TO MEP DOCS FOR NUMBER AND LOCATION OF ROOFTOP MECH EQUIP. PROVIDECONT 36" WIDE WALKWAY BOARDS AT TOP AND BOTTOM OF ACCESS LADDERS.

5. EXPOSED METAL FLASHING/TRIM PIECES ARE TO BE PREFIN GALV STL, UON. COLOR TOMATCH EXISTING

6. LIGHTWEIGHT INSULATING CONCRETE SHALL BE TAPERED AT 1/4"/FT MIN SLOPE TODRAIN. TAPERING SHOWN ON ROOF PLAN IS GRAPHIC ONLY - ONLY TO SHOW SLOPE ANDAPPROX LOCATION. (VERIFY INSULATION REQUIRED TO MAINTAIN SLOPE, PRIOR TOINSTALLATION).

7. PROVIDE TAPERED LIGHTWEIGHT INSULATING CONCRETE CRICKETS (1/4"/FT MIN SLOPE)AT HIGH SIDE OF ALL MECH UNITS, ROOF HATCHES AND MISC ROOF PENETRATIONS, TOSHED WATER AROUND, AND TO INSURE POSITIVE ROOF DRAINAGE.

8. WOOD BLOCKING AT ROOF EDGES, RIDGES, ETC SHALL BE FABRICATED FROM CONTMIN 2X6s FIRE RATED WOOD BLOCKING. PROVIDE LARGER 2X FIRE RATED WOOD WHEREREQUIRED PER DETAIL DIMENSIONS.

9. WHERE WOOD BLOCKING EXCEEDS 6" THICKNESS AT LIGHTWEIGHT INSULATINGCONCRETE, PROVIDE STEM WALL CONSTRUCTED OF 6" GALV CFMF AT 16" O.C. W/ CONTTRACK TOP AND BOTTOM AD W/ 3/4" PT PLYWOOD AT EA SIDE AND TOP, TO SLOPE W/TAPERED LIGHTWEIGHT INSULATING CONCRETE.

10. PERFORMANCE REQUIREMENTS:

A. WIND UPLIFT: IN ACCORDANCE WITH ASCE-7 REQUIREMENTS.

B. ROOF SURFACE: PROVIDE COOL ROOF WITH MINIMUN TOTAL SOLAR REFLECTANCE OF .70 AND THERMAL EMITTANCE OF .75 WHEN TESTED IN ACCORDANCE WITH THE FOLLOWING:

1. REFLECTANCE: MEASURED IN ACCORDANCE WITH ASTM C1549, ASTM E903, ASTM E1175 OR ASTM E1918.

2. EMITTANCE: MEASURED IN ACCORDANCE WITH ASTM C835, ASTM C1371 OR ASTM E408.

GENERAL ROOF NOTES

LIGHTWEIGHT INSULATING CONCRETE DECK SYSTEM OF MIN. R-VALUE OF R-20 OVER METAL DECKING, TYP. (MIN. 1/4" PER FOOTSLOPE IN DIRECTION OF ARROW)

LEGEND

36" WIDE ROOF WALK PADS TO EACH ROOF ACCESSPOINT AND SERVICE SIDE OF EACH MECH UNIT ORROOF HATCH. NO LESS THAN ON THREE SIDES.

ROOF SLOPE DIRECTION (1/4"/FT MIN AT LIGHT WEIGHTINSULATING CONCRETE ROOF, UON)

INTERNAL ROOF DRAIN AND ROOF OVERFLOW DRAIN -REFER TO DETAIL A9/A311. 2" RETAINING RING AS REQ'DFOR OVERFLOW DRAIN - MODIFY RING HT TO ACHIEVE 2"ELEV DIFFERENCE FROM ROOF DRAINRD OD

INDICATES EXISTING ROOF TOREMAIN

INDICATES AREA TO BE RESLOPED ON EXISTINGROOF

LIGHTWEIGHT INSULATING CONCRETE DECK SYSTEM OF MIN.R-VALUE OF R-20 OVER METAL DECKING, TYP. (MIN. 1/4" PERFOOT SLOPE IN DIRECTION OF ARROW) PROVIDE MODIFIEDBITUMEN MEMBRANE IN THIS AREA

54

D

OPEN END GUTTER TO DRAIN

NEW CANOPY

EXISTING ROOF

NEW DOWNSPOUT LOCATION

3' - 0"

EXISTING GUTTER TO REMAIN

4"

GUTTER END CAP. MODIFYGUTTER AS NEEDED

EXPANSION JOINT BELOW

GUTTER END CAP

NEW EXPANSION JOINT

NEW ROOF

NEW

GU

TTER

NEW

GU

TTER

TO

CO

VER

FU

LLR

OO

F LE

NG

TH

.

EXPANSION JOINT BELOW

4

D

E2

ED

EC.4

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BRYAN ISD


ROOF PLAN

A131214000308

06/22/16

Author

1/8" = 1'-0"A1ROOF PLAN

1" = 40'-0"A6OVERALL ROOF PLAN

1/4" = 1'-0"D7ENLARGED ROOF PLAN

LEVEL 1A100' - 0"

5 124

T.O.S. - 1A 14'-4"115' - 4"

1.53

BK1

A7A301

PRE-CAST SILL, SILL HEIGHT TO MATCHEXISTING FOR CONTINOUS BAND LOOK, TYP.

PCP CONTROL JOINT, HEIGHTTO MATCH EXISTING, TYP.

EXT WALLPACK LIGHT

T.O.S. - LOW RF111' - 6 1/2"

LEVEL 1A100' - 0"

51 2 4

T.O.S. - 1A 14'-4"115' - 4"

1.5 3

BK1

PCP

PRE-CAST SILL,SILL HEIGHT TO MATCH EXISTINGFOR CONTINOUS BAND LOOK, TYP.

EXISTING METAL PANEL

CJ CJ CJ

PCP CONTROL JOINT, HEIGHT TO MATCHEXISTING, TYP.

NEW WINDOW IN EXISTINGEXTENSION WALL

CJ

EXT WALLPACK LIGHT

T.O.S. - LOW RF111' - 6 1/2"

C B A

T.O.S. - 1A 14'-4"115' - 4"

BK1PCPPRE-CAST SILL

LEVEL 1 NEW ADDITION101' - 0"

A5A301

A1A301

D6A301

A3A301EXT WALL

PACK LIGHT

EXT WALLPACK LIGHT

T.O.S. - LOW RF111' - 6 1/2"

LEVEL 1A100' - 0"

T I IIECBA H

T.O.S. - 1A 14'-4"115' - 4"

D

BK1PCP


A5A301

A1A301

A3A301

30' - 6"

PRE-CAST SILL,SILL HEIGHT TO MATCH EXISTINGFOR CONTINOUS BAND LOOK, TYP.

PCP CONTROL JOINT, HEIGHT TO MATCHEXISTING, TYP.

EXT WALLPACK LIGHT

EXT WALLPACK LIGHT

T.O.S. - LOW RF111' - 6 1/2"

ELEVATION MATERIAL LEGEND

PCP

BK1

- PORTLAND CEMENTPLASTER - MATCH EXISTINGFINISH - PAINT MATCH TOEXISTING

- BRICK

EXTERIOR ENVELOPE NOTES1 FIRST FLOOR REFERENCE ELEVATION 100' - 0" = 310.64' (REFER TO CIVIL)

2 MAINTAIN AIR / VAPOR BARRIER CONTINUITY THROUGHOUT EXTERIOR ENVELOPE. SEAL ALL AIR BARRIER / VAPOR RETARDER SEAMS, JOINTS, PENETRATIONS & TERMINATIONS TO OTHER SUBSTRATES & / OR OTHER AIR / BARRIER / VAPOR RETARDER SYSTEM.

3 CURTAIN WALL / STOREFRONT SYSTEMS TO HAVE CLOSED HEAD, JAMB & SILL PROFILES.

4 FILL ALL VOIDS AROUND GLAZING SYSTEM PERIMETER WITH MINERAL WOOL INSULATION.

5 EXTERIOR STEEL (I. E. RELIEF ANGLES, PLATES, LINTELS, ETC), ARE TO BE GALVANIZED, UNLESS NOTED OTHERWISE.

6 EJ - INDICATES MASONRY EXPANSION JOINT LOCATIONS. FOR LOCATIONS NOT SHOWN, PROVIDE JOINTS 3' - 4" FROM OUTSIDE CORNERS AND SPACED MAXIMUM 20' - 0" OC.

1

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EXTERIOR ELEVATIONS

A201214000308

06/22/16

Author

1/8" = 1'-0"E1ELEVATION - CLASSROOM ADDITION NORTH

1/8" = 1'-0"C1ELEVATION - CLASSROOM ADDITION SOUTH

1/8" = 1'-0"E5ELEVATION - CLASSROOM ADDITION EAST

1/8" = 1'-0"G1ELEVATION - CLASSROOM ADDITION WEST

YYYY MM DD ISSUE

4

T.O.S. - 1A 14'-4"115' - 4"


1' -

0"

APC CEILINGAS SCHED.

SCHED. INTERIORWALL FINISH BEYOND

WAL

L TY

PE '2

1'

2' -

7" V

F TO

MAT

CH

EXI

STIN

G

WAL

L TY

PE '2

1'6'

- 8

3/4"

WAL

L TY

PE '5

2'5'

- 0

1/4"

F1 TYP.

A321

C1 TYP.

A321

A1 TYP.

A321

A3A331

5 4

T.O.S. - 1A 14'-4"115' - 4"

T.O.S. - EXISTING 12'-01/2"

112' - 0 1/2"

3


D1A301

D1A301

7' -

6"

SCHED. INTERIORWALL FINISH

BEYOND

SCHED.STOREFRONT

DOOR

NEW SIDEWALK, SEE:CIVIL PAVEMENT PLAN

F4A321

F1 TYP.

A321

F3 TYP.

A511

D8A331

T.O.S. - LOW RF111' - 6 1/2"

T.O.S. - 1A 14'-4"115' - 4"




BEYOND

SCHED. WINDOW

WAL

L TY

PE '2

1'2'

- 0"

6' -

4"1'

- 0"

WAL

L TY

PE '5

1'5'

- 0"

A511D1

F1 TYP.

A321

A3A331

A

T.O.S. - 1A 14'-4"115' - 4"


NEW SIDEWALK, SEE:CIVIL PAVEMENT PLAN

SCHED. ALUM.STOREFRONT


BEYOND

6" 16 GA CFMF AT16" O.C.

FLUID APPLIED AIR BARRIER(VAPOR PERMEABLE) ON 1/2"

SHEATING W/ 1/2" GYP.SHEATHING

1 1/2" RIGID CAVITY WALLINSUL W/ TAPED JOINTSAPC CEILING AS SCHED.

A3 TYP.

A321

F1 TYP.

A321

A5 TYP.

A321

A511A9

LEVEL 1A100' - 0"

T.O.S. - 1A 14'-4"115' - 4"


112' - 0 1/2"

D


SCHED. WALL

SCHED. WALL INFILL

F8A321

F1 TYP.

A321

LEVEL 1A100' - 0"

C

T.O.S. - 1A 14'-4"115' - 4"


112' - 0 1/2"

D


D6A301

SLOPE 1:12

EXISTINGBUILDING

REMAIN

EXPANSION JOINT

1 1/4" ALUM PIPE HANDRAIL -RETURN TO WALL AT ENDS

PNT ALUMBRACKET

WALL REINFORCINGAT BRACKETS, TYP.

1' - 0"

PCP FINISH BEYOND

D4A301

CJ , TYP

A8 TYP.

A321

F1 TYP.

A321

F4A321

A611C8

(+/-) 2' - 3" AT LANDING

RAMP SLOPE 1:12 MAX12' - 0"

T.O.S. - LOW RF111' - 6 1/2"

LEVEL 1B101' - 6"

T.O.S. - 1B114' - 0"

P

1' - 5"VERIFY W/ MANUFACTURER

9' - 1"

9' -

0"

OVERHEAD SECTIONALDOOR W/ TRACKASSEMBLY, RE:STRUCTURAL FORSUPPORT

EXISTING CEILING TOREMAIN, REPAIR ASNEEDED

SCHED. WALL

DEMO/MODIFY EXISTINGCEILING FURRDOWN TOPROVIDE CLEAR SPACEFOR NEW GARAGE DOORTRACK ASSEMBLY

SERVING AREA151

D3

A511

LEVEL 1A100' - 0"

5 4

T.O.S. - 1A 14'-4"115' - 4"


112' - 0 1/2"

3

T.O.S. - 1A 13'-5"113' - 5"


1 1/4" STL PIPEHANDRAIL - RETURNTO WALL AT ENDS

FURROUT, SEE PLANFOR WALL TYPE

F1 TYP.

A321

F4A321

C8A321

F8 TYP.

A331

T.O.S. - LOW RF111' - 6 1/2"

FOUNDATION101' - 0"

34E2

4

T.O.S. - 1A 14'-4"115' - 4"


1' -

0"


SCHED. INTERIORWALL FINISH BEYOND

WAL

L TY

PE '2

1'2'

- 7"

VF

TO M

ATC

H E

XIST

ING

WAL

L TY

PE '5

2'6'

- 8

3/4"

WAL

L TY

PE '5

2'5'

- 0

1/4"

F1 TYP.

A321

C3 TYP.

A321

A3A331

C5 TYP.

A321

1

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1/4" = 1'-0"Checker

BRYAN ISD


EXTERIOR WALLSECTIONS

A301214000308

06/22/16

Author

1/4" = 1'-0"A1WALL SECTION

1/4" = 1'-0"D6WALL SECTION








YYYY MM DD ISSUE3 04/01/16 ADDENDUM #4

GASKETED FASTENERS -2 MIN PER SIDE

REMOVABLE SHEETMETAL COUNTER-FLASHING

CONT 2x12 PT WDBLOCKING W/ CANT

CONT 3-1/2"x3-1/2"X16GA CFMF CLIPANGLE - WELDED TOSTL EDGE ANGLE

SCHED. ROOF

CONT 2x6 PT WDBLOCKING - MECHATTACHED TO CLIPANGLE

BASE FLASHING - 8" MINHEIGHT - LAP 4" MINOVER ROOFING

LIGHT-WT INSULATINGCONC ROOFINGSYSTEM (R-19 MIN)

STL SUPPORT FRAMING- REF STRUCT DWGS

SEALING MATERIAL

GASKETED FASTENERS2 MIN PER SIDE

REMOVABLE SHEETMETAL COUNTER-FLASHING

CONT 2x4 PT WD BLOCKING


SCHED. ROOF

CONT 2x6 PT WDBLOCKING - MECHATTACHED TO CLIPANGLE

BASE FLASHING - 8"MIN HEIGHT - LAP 4" MINOVER ROOFING



SEALING MATERIALPREMANUF INSULATED ROOFCURB (REF MEP DOCS)

SHEET MTL ENCLOSURE W/REMOVABLE TOP -CROSSBREAK OR SLOPE FORDRAINAGE -MECH ATTACH 24"OC MAX

SHEET METAL COLLAR

SLOPE PIPES DOWN ANDAWAY FROM HOOD

GASKETED FASTENERSMIN TWO PER SIDE

REMOVABLE GALV STLCOUNTERFLASHING ONEACH SIDE - REF'SMACNA' FIG 4-13A

CONT 3-1/2"x3-1/2"X16GACFMF CLIP ANGLE -WELDED TO STL EDGEANGLE

SCHED. ROOF

CONT 2x6 PT WD BLOCKING- MECH ATTACHED TO CLIPANGLE

BASE FLASHING - LAP 6" MINOVER ROOFING AND 2" MINUNDER COUNTER-FLASHING, TYP



INSULATE VOID TOPREVENT CONDENSATION

BASE FLASHING 8"MIN HT - LAP 6" MINOVER ROOFING

TURN UP MEMBRANE - MIN 4"ADHERE AND MECH FASTENTO WD BLOCKING

PREFAB PIPE SUPPORTSYSTEM ALLOWING PIPESTHERMAL MOVEMENT - SELECTTYPES AND SPACING TO SUITPIPE SIZES AND LOADS OVERROOF - INSTALL PER MFRRECOMMENDATION - COORDW/ MEP

PIPING - REF MEP


SCHED. ROOF

12"x12" WALKWAY PROTECTIONBOARD UNER EACH PIPESUPPORT, TYP.

ELASTOMERIC SEALANTDRAWBAND OR WELDCOVER TO STACK

METAL LINERREMOVABLE GALV STLCOUNTERFLASHINGREF 'SMACNA' FIG 4-13A

CONT 3-1/2"x3-1/2"X16GACFMF CLIP ANGLE -WELDED TO STL EDGEANGLE

SCHED. ROOF

CONT 2x6 PT WDBLOCKING - MECHATTACHED TO CLIP ANGLE

BASE FLASHING 8" MINHT - LAP 4" MIN OVERROOFING


LIGHT-WT INSULATINGCONCRETE ROOFINGSYSTEM (R-19 MIN)

CONT FLASHING CEMENTAROUND EDGES OFSTRIPPING PLIES

(2)STRIPPING PLIES SET INCONT BED OF FLASHINGCEMENT OR ASPHALT

CLAMPINGDRAWBAND

UMBRELLA-TYPE RAINCOLLAR, OVERLAP FLASHINGCOLLAR BY 3"-4", WATERTIGHTSOLDER JOINTS

SCHED.ROOF

PIPE COLUMNG SETON STRUCT FRAMINGMEMBER

(REF

ER N

RC

A TA

BLE

BUR

-10)

2' -

0"

1/4" MIN CLEARBETWEEN FLASHING,COLLAR AND SUPPORT

FLASHING COLLAR W/ 4"FLANGE, PRIME AND SETIN ROOF CEMENT

STRUCT FRAME FOREQUIP SUPPORT

CONT SEALANT

8" M

IN

LIGHT-WT INSULATINGCONCRETE ROOFINGSYSTEM (R-19 MIN)

CONT SOFT FLASHINGCEMENT AROUNDEDGES OF STRIPPINGPLIES

(2)STRIPPING PLIESSET IN CONT BED OFFLASHING CEMENT ORASPHALT

TOP OF FLASHINGCAPPED OR ROLLEDINTO PIPE APPROX 1"

SOFT COPPER PIPEFLASHING, MIN 16 OZ -SET FLANGE IN ROOFCEMENT

SCHEDROOF

PLUMBING VENT STACK

4"

8"

NOTE:PROVIDE LADDER BRACINGAND ADDITIONAL WALL SUPPORTPER MFR RECOMMENDATIONS

GYP BD WALL ANDBULKHEAD - REF WALLTYPE AND CLNG PLANS

SCHED. ROOF

CONT 2x6 PT WDBLOCKING - MECHATTACHED TO CLIP ANGLE

BASE FLASHING - 8"MIN HEIGHT - LAP 4" MINOVER ROOFING


PREFABRICATED ROOFHATCH 2'-6"x3'-0" UNIT

PNT 18" WIDE GALV STLLADDER W/ 3"x1/2" RAILSAND NON-SLIP RUNGS.CONT MECH ANCHOR (2)<3x3x3/8 BRACES EA TOANGLE FRAME AT TOP OFWALL, AT WALL MIDSPANAND TO FLOOR

CONT 3-1/2"x3-1/2"X16GACFMF CLIP ANGLE - WELDEDTO STL EDGE ANGLE

PNT 4x7x3/8 AND 3x3x3/8 LLVGALV STL ANGLE FRAME -EXTEND AND WELD FRAMESIM TO ROOF DRAIN FRAMEDETAIL - REF STRUCT DOCS

3"

7" 9"

CONT 3-1/2"x3-1/2"X16GACFMF CLIP ANGLE - WELDEDTO STL BEAM AND MECHATTACHED TO CFMF STUDS

TELESCOPINGSAFETY POST

STL ANGLE BETWEENJOISTS/BEAM - REFROOF DRAINSUPPORT DETAIL

UNDER DECK CLAMP

COMPATIBLE SEALANTBETWEEN DRAIN BOWLFLANGE AND ROOFMEMBRANE

2" RETAINING RING ASREQ'D FOR OVERFLOWDRAIN - MODIFY RINGHT TO ACHIEVE 2" ELEVDIFFERENCE FROMROOF DRAIN


CLAMPING RING

SCHED ROOFEXTEND UNDERCLAMPING RING

DRAIN STRAINER

1

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

BRYAN ISD


ROOF DETAILS

A311214000308

06/22/16

Author

1 1/2" = 1'-0"C1MEP EQUIP CURB (JOB SITE)

1 1/2" = 1'-0"A1MEP EQUIP CURB (PRE-FAB)

1 1/2" = 1'-0"A3MULTIPLE PIPE PENETRATION

1 1/2" = 1'-0"C3TYP PIPE SUPPORT

1 1/2" = 1'-0"E3INSUL STACK VENT (HOT)

1 1/2" = 1'-0"E1TYP EQUIP SUPPORT

1 1/2" = 1'-0"C5TYP VENT STACK

1 1/2" = 1'-0"G7ROOF HATCH DETAIL

1 1/2" = 1'-0"A9ROOF/OVERFLOW DRAIN

REFER WALL TYPES FORWALL ASSEMBLY '21'

MTL CASING BEAD BYPLASTER MANUF

BACKER ROD &SEALANT


7 1/2"

CONTINUOUS DAMPPROOFING UNDERSIDE

BASE FLASHING MEMBRANE- LAP OVER TOP OF CANTAND BUILT-UP ROOFINGMEMBRANE

SPECIFIED ROOFING

LIGHT-WT INSULATING CONCROOFING SYSTEM (R-19 MIN)

CONT 2X8 FIRE-RESISTANTPRESSURE-TREATED W00DBLOCKING W/ CANT - MECHANCHOR TO STL ANGLE W/3/8" DIA THRU-BOLTS &WASHERS AT 24" O.C.

CONT 6"x12"X1/4" STL ANGLEWELDED TO STL EDGEANGLE (MIN 3" LAPBETWEEN ANGLES) -PROVIDE PUNCHED HOLESAT 24" O.C. FOR BOLTEDCONNECTION TO WDBLOCKING

REFER WALL TYPE FORWALL ASSEMBLY

CONT 3-1/2"x3-1/2"X16GACFMF CLIP ANGLE

GRID

CAP-FASCIA WITH CONTCLEAT - REF 'SMACNA'FIG 2-6B AND 2-5A FORJOINT INFO. TAPERED INSULATION

PER ROOF PLAN

BACKER ROD &SEALANT

1' - 8"

1' -

0"MTL CASING BEAD BYPLASTER MANUF

1' - 0"



7 1/2"

CONTINUOUS DAMPPROOFING UNDERSIDE


CAST STONE

4 1/

4"

1"

4"

3/4"

GRID

SUSP 5/8" PC PLASTERSOFFIT SYSTEM, TYP

CONT VENT SCREED AT ALLPERIMETERS, TYP

CONT V-BAR BRACINGAT 24"OC MAX, TYP

STL CHANNEL REFERSTRUCT DOCS

CFMF PER WALLTYPE W/CONT RUNNER TRACK -

ANCHOR TO MISC STL W/CLIP ANGLES TYP

2"

2'-0" STRIP OF 1/2" EXTGRADE PLY-WD

NAILER OVER RIGIDINSUL - TYP AT

COUNTER-FLASHINGLOCATIONS

CONT DRIP FLASHING ANDEDGE TRIM - PER PLASTER

MFR'S REQ.

7/8" PCP OVER SELF-FURRING LATH

FLUID APPLIED AIR BARRIEROVER 1/2" EXTERIOR GYP

SHEATHING

ALUM STOREFRONT SYSTEM

WOOD SHIM WITH CONTBACKER ROD ANDSEALANT ON BOTH SIDES

PROVIDE "J" MOLD ATGYP BD TERMINATION

CONT 20 GA (0.036 MIN)RUNNER TRACK ATOPENINGS 4'-0" WIDE ORLESS; BUILT-UP HEADER -TWO 6"x20 GA STUDS W/TRACKS TOP AND BOTTOMAT OPENINGS OVER 4'-0"

RETURN GYP BD TOSTOREFRONT FRAME

CORNER GUARD

5/8"X3 1/2" WOOD BLKG

SUSP 5/8" PC PLASTERSOFFIT SYSTEM, TYP

CONT VENT SCREED AT ALLPERIMETERS, TYP

REFER BUILDINGSYSTEMS FOR BUILDINGASSEMBLY

CONT. RIGID INSULATIONREF BUILDING SYSTEMS

METAL DRIP FLASHING

FLUID APPLIED AIR BARRIEROVER 1/2" EXTERIOR GYPSHEATHING

2-PIECE COUNTER-FLASHING - REF'SMACNA' MANUAL, FIG 4-3C SIM

BASE FLASHING - LAP 6" MIN OVERROOFING AND 2" MIN UNDER 2-PIECE

COUNTER-FLASHING

CONT 2X10 FIRE-RESISTANT PRESSURE-TREATED W00D BLOCKING- MECH ANCHORED TO2X6 BLOCKING AND CANT

1 1/2" RIGID (STYROFOAM)CAVITY WALL INSUL

2'-0" (MIN FROM TOP OFROOF) STRIP OF 1/2" EXTGRADE PLY-WD NAILEROVER RIGID INSUL - TYPAT COUNTER-FLASHINGLOCATIONS

EXPANSION JOINT COVER IAW"SMACNA" MANUAL FIG 5-6. REF"SMACNA" MANUAL FIG 5-5A FOR

EXPANSION DIMENSIONS

CONT FLEXIBLE VAPORRETARDER W/COMPRESSIBLE INSUL

GRID

EJ

CONT DRIP FLASHING AND EDGETRIM - PER PLASTER MFR'S REQ.


MODIFY EXISTING ROOF TO1/4"/FT SLOPE. NEW MODBIT ROOFING OVER NEW

COVER BD AND TAPEREDINSULATION.

10" M

IN

CONT 2X4 PT WD BLOCKING -MECHATTACHED TO DECKING

SCHED. WALL TYPE '36'

EXISTING TO REMAIN INSHADED AREA

8" VF 1' - 4"

1-1/2" RIGID (STYROFOAM) CAVITYWALL INSUL BETWEEN HORIZ

SPANNING 1-1/2"x18 GA 'Z' FURRINGCHANNELS AT 16" O.C.

DAMPROOFING ON 1/2" GYPSHEATHING

2' -

0"

SINGLE-PLY MEMBRANE ROOFINGTURN UP MEMBRANE (MIN 4") - ADHERE

& MECH FASTEN TO WD-BLOCKING

2-PIECE COUNTER-FLASHING -REF 'SMACNA' MANUAL, FIG 4-3C

SIM

BASE FLASHING - LAP 6" MINOVER ROOFING AND 2" MINUNDER 2-PIECE COUNTER-

FLASHING


CONT 2x6 PT WD BLOCKING - MECHATTACHED TO CLIP ANGLE


CONT 2X10 FIRE-RESISTANT PRESSURE-TREATED W00DBLOCKING - MECHANCHORED TO 2X6BLOCKING AND CANT

1 1/2" RIGID(STYROFOAM) CAVITYWALL INSUL

2'-0" STRIP OF 1/2" EXTGRADE PLY-WD NAILEROVER RIGID INSUL - TYPAT COUNTER-FLASHINGLOCATIONS

EXPANSION JOINT COVER IAW"SMACNA" MANUAL FIG 5-6. REF"SMACNA" MANUAL FIG 5-5A FOR

EXPANSION DIMENSIONS


2' -

0"

CONT DRIP FLASHING AND EDGETRIM - PER PLASTER MFR'S REQ.


GRID

8 3/8"

EJ

1-1/2" RIGID (STYROFOAM) CAVITYWALL INSUL BETWEEN HORIZ

SPANNING 1-1/2"x18 GA 'Z' FURRINGCHANNELS AT 16" O.C.

DAMPROOFING ON 1/2" GYPSHEATHING

SCHED. WALL TYPE '38'

2"

GRID

6"

SPECIFIED ROOF,MODIFIED BITROOFING @ SIM

BASE FLASHING - LAP 6" MINOVER ROOFING AND 2" MINUNDER 2-PIECE COUNTER-FLASHING

CONT 2x6 PT WD BLOCKING - MECHATTACHED TO CLIP ANGLE


EXPANSION JOINT COVER IAW "SMACNA"MANUAL FIG 5-6. REF "SMACNA" MANUALFIG 5-5A FOR EXPANSION DIMENSIONS,FLASHING VERTICAL LEG TO TOP OFEXISTING ROOF.

8" M

IN.

CONT FASCIA W/ CLEAT - 1/2" 'V'AT MID SPAN - SET INCOMPATIBLE MASTIC

CONCEALED HANGING GUTTER W/ GUTTER BRACKETSAT 30" O.C., IN PREFIN MTL FASCIA COVER, REF'SMACNA MANUAL' FIG 1-15A FOR GUTTER AND FIG 1-10FOR GUTTER EXPANSION JOINTS (40'-0" MAX.)

CONT 2X10 FIRE-RESISTANT PRESSURE-TREATED W00DBLOCKING - MECHANCHORED TO 2X6BLOCKING AND CANT

2'-0" STRIP OF 1/2" EXTGRADE PLY W/ 3 5/8"MTL STUD 24" O.C.


SHADED AREAINDICATES EXISTING TOREMAIN

4"

1" COMPRESSIBLE FILLER

SHEET MTL EXP JOINT COVER -REF 'SMACNA' FIG 5-5A SIM

STANDING SEAM AT 6'-0" OCMAX - LAP EDGES BOTH SIDES

GASKETED FASTENERSON EACH SIDE -16" OC MAX

FLEXIBLE WATERPROOFMEMBRANE CLOSURE

FLEXIBLE VAPOR RETARDERFILLED WITH COMPRESSIBLEINSULATION - MECH ATTACHTO TOP OF CURB

NOTE: TAPER EJ COVER AT ROOF EDGES WITHOUT PARAPETS - REFER TO 'SMACNA', FIGURE 5-1

MODIFY EXISTINGROOF TO 1/4"/FTSLOPE. NEW MOD BITROOFING OVER NEWCOVER BD ANDTAPERED INSULATION

CONT 2x4 PT WDBLOCKING - MECHATTACHED DECK

BASE FLASHING - LAP 6"MIN OVER ROOFING AND2" MIN UNDER COUNTER-FLASHING

1 1/

2" 1"

2" E.J.

CONT 2x12 PT WD BLOCKING- CUT TOP TO CREATESLOPE TO ONE SIDE

FASTENERS 8" OC MAX

CONT 3-1/2"x3-1/2"X16GA CFMFCLIP ANGLE -WELDED TO STLEDGE ANGLE

LIGHT-WTINSULATING CONCROOFING SYSTEM(R-19 MIN)

8" M

IN.


BACKER ROD &SEALANT

1" 5"3 1/

2"3/

4"

CAST STONE

MTL CASING BEAD BYPLASTER MANUF


1"

1

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

BRYAN ISD


EXTERIOR SECTIONDETAILS

A321214000308

06/22/16

Author

1 1/2" = 1'-0"C1SECTION DETAIL

1 1/2" = 1'-0"F1ROOF EDGE DETAIL


1 1/2" = 1'-0"A1SECTION DETAIL- CAST STONE

1 1/2" = 1'-0"A3PCP SOFFIT

1 1/2" = 1'-0"A5PCP WINDOW HEAD DETAIL

1 1/2" = 1'-0"F8SECTION DETAIL

1 1/2" = 1'-0"F4SECTION DETAIL

REFERENCED ON /D4 A301 1 1/2" = 1'-0"C8SECTION DETAIL

1 1/2" = 1'-0"A8EXP JOINT


YYYY MM DD ISSUE

CONT EMBEDDED FLASHING -PROVIDE END DAMS AT STEPSAND TERMINATIONS - LAPFLASHING UNDER RIGID INSULAND OVER SHEATHING -EXTEND FLASHING 8"MIN ABOVEFIN FLR AND 4" MIN ABOVECAVITY DRAINAGE MATERIAL

10" HIGH x 1" THICK CAVITYDRAINAGE MATERIAL

OPEN HEAD JOINT WEEPSAT 24" OC - MIN 3" ABOVEFINISH GRADE

FINISH FLOOREL. 101'-0"

SEE

STR

UC

TUR

AL

AIR BARRIER

6 1/2"

GRADE, REF CIVIL DWGS

GROUT SOLID BELOWFLASHING

REF WALL TYPE

1' - 1"

CONT EMBEDDED FLASHING -PROVIDE END DAMS AT STEPSAND TERMINATIONS - LAPFLASHING UNDER RIGID INSULAND OVER SHEATHING -EXTEND FLASHING 8"MIN ABOVEFIN FLR AND 4" MIN ABOVECAVITY DRAINAGE MATERIAL

10" HIGH x 1" THICK CAVITYDRAINAGE MATERIAL

OPEN HEAD JOINT WEEPSAT 24" OC - MIN 3" ABOVEFINISH GRADE

PAVING WHERE OCCURS -REF CIVIL DOCS

GROUT SOLID ABOVE BELOWGRADE FLASHING ANDBELOW EMBEDED FLASHING

FINISH FLOOREL. 101'-0"

2' -

0"SE

E ST

RU

CTU

RAL

1' - 1" TYP

REF WALL TYPE

BELOW GRADE EMBEDEDFLASHING - EXTEND 8" MIN AFF

CONT TRAFFIC SEALANT ATPAVING JOINT

AIR BARRIER

6 1/2"

SCHED. WALL

CASE STONE EDGEBELOW

(2) 1/2" GYP BD

1" GYP BD

6" CFMF

COMPRESSIBLE FILLER @BUILDING E.J.

1" EJEXISTING BLDG

SCHED. WALL

CONSTRUCTIONBASE POINT

2

H

1.5 E1 3

2 HR RATED SCHED. WALL

2 HR RATED SCHED. WALL

1" GYP BD W/ J CHANNELPER SCHED WALLASSEMBLY

FURROUT AT EXISTINGROOF OVERHANG, 1" GYPBD W/ J CHANNEL

COMPRESSIBLE FILLER @BUILDING E.J.

WALL AND FLOOREXPANSION JT. COVER

GYP BD FURROUT, SEEPLAN FOR WALL TYPE

11 1

/8"

2"

3

BACKER ROD &SEALANT


5/8" GYP BD ATREMOVED DOOR JAMBLOCATION,PATCH/REPAIREXISTING WALL ASNEEDED.

EXISTING WALL TOREMAIN AT SHADEDAREA

ALIGN

1' -

1 5/

8" V

F

LINE OF GYP BDBULKHEAD

3

4

VERIFY IN FIELD

1' -

6"

1' -

0"

EXISTING WALL TOREMAIN

RE: STRUCTURAL

1 1/4" DIA ALUM PIPEHANDRAIL BELOW,RETURN TO WALL ATEND

LINE OF RAMP LANDING

GYP BD FURROUT,SEE PLAN FOR WALLTYPE

UP

54

SCHED. WALL

CAST STONE EDGE BELOWCOMPRESSIBLE FILLER @BUILDING E.J.


1"

EXISTING BLDG

WALL AND FLOOREXPANSION JT. COVER

1' - 3" 7 1/4"

8" MAX

BOLT WELDEDTO CHANNEL

PLAN

WALL PER PLAN

ALUM PIPE HANDRAIL

PNT. ALUM BRACKETW/ FASTENER, TYP.EQ. SPACED AT 4'-0"O.C. MAX.

3/8" STL. BOLT

1 1/2" COLD-ROLLEDCHANNEL W/ 6"x18GA FLAT STLSTRAPPING

1 1/2" CHANNEL -SET IN NOTCHEDSTUD FLANGE

20 GA STL STUDEACH SIDE

1 1/2"

SECTION

CONT PREFIN, GALV STL 2-PIECECOUNTERFLASHING - REF'SMACNA' MANUAL, FIG 4-3C SIM

CONT ANODIZED ALUMFLASHING BY WALKWAYCOVER MFR - PROVIDE ANDINSTALL HOLD DOWN CLIPS

PRE-MANUF. ALUM. CANOPY

HSS W/ 5X5X3/8" WELDED END PLATES,RE: STRUCTURAL.

CANOPY MANUF. TO TAP FACE PLATE

8'-0

" A.F

.F.

4" x 6" BEAM

6" FASCIA

4' - 0"

HSS HEADER TUBE, RE: STRUCTURAL

E2

T

14

EXISTING COLUMN

24

EXISTING SOFFITABOVE

EXISTING SOFFITABOVE

EXISTING KILN VENT DUCT TO REMAIN

EXISTING WALL TO REMAIN.PATCH/REPAIR WALL END AS NEEDED

1' -

6"

1

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SCALE:

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SHEET TITLE:

CONSTRUCTION SET

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BRYAN ISD


EXTERIOR SECTION &PLAN DETAILS

A331214000308

06/22/16

Author

1 1/2" = 1'-0"A1S_CFMF_BRICK_BRICK LEDGE @ GRADE

1 1/2" = 1'-0"A3S_CFMF_BRICK_BRICK LEDGE @ SIDEWALK

1" = 1'-0"F1PLAN DETAIL @ EXP. JOINT

1 1/2" = 1'-0"F3PLAN DETAIL @ EXP. JOINT

1 1/2" = 1'-0"D3PLAN DETAIL @ EXISTING WALL

1 1/2" = 1'-0"F5PLAN DETAIL @ RAMP LANDING

1 1/2" = 1'-0"D1PLAN DETAIL @ EXP. JOINT

3" = 1'-0"F8HANDRAIL DETAIL

1 1/2" = 1'-0"D8SECTION DETAIL AT CANOPY

1 1/2" = 1'-0"D5ENLARGED PLAN AT SECURITY VESTIBULE

1 1/2" = 1'-0"B8ENLARGED PLAN AT KILN

OC1

OC

1

OC

1

OC

1

OC

1

WALL MOUNTEDWATER CLOSET

WALL MOUNTED ACCWATER CLOSET

ACC LAVATORY

ACC URINAL

TOILET TISSUEDISPENSER (TTD)(OFCI)

SOAP DISPENSER

FRAMED MIRROR(18"X36" UON)

TOILET ROOM LEGEND

PAPER TOWELDISPENSER (OFCI)

(OFCI) - OWNER FURNISHED/CONTRACTOR INSTALLED

1. REFER TO SHEETS A002 FOR WALL TYPES, UON.2. ALL TOILET ROOM WALLS TO DECK, UON.3. PROVIDE ACOUSTICAL BATT INSULATION IN STUD CONSTRUCTION WALLS SURROUNDING TOILET ROOMS.4. PROVIDE WALL MOUNTED DOOR STOPS IN RESTROOMS.5. REFER TO SHEET A801 FOR INTERIOR FINISHES.

6. EXTEND CERAMIC TILE UP TO AND AROUND MIRRORS ON WALLS WITH CERAMIC TILE WAINSCOT.7. REFER TO 'TOILET ROOM LEGEND' ON A401 FOR FIXTURES AND ACCESSORY INFO, TYP.8. PROVIDE THE SAME FIXTURES AND ACCESSORIES AT ALL SINGLE ACCESSIBLE TOILET ROOMS WHICH ARE TO BE PROVIDED AT TYPICAL FIXTURES, AS INDICATED IN 'TOILET ROOM LEGEND.' PROVIDE ACCESSORIES FOR ACCESSIBLE WATER CLOSETS AS INDICATED FOR A 'TYPICAL ACCESSIBLE STALL,' PROVIDE ACCESSORIES FOR ACCESSIBLE LAVATORIES AS INDICATED FOR A 'TYPICAL ACCESSIBLE WALL LAVATORY', AND PROVIDE ACCESSORIES FOR ACCESSIBLE SHOWER STALLS AS INDICATED FOR A 'TYPICAL ACCESSIBLE SHOWER.9. REFER TO 'FIXTURE MOUNTING HEIGHT SCHEDULE' ON A401 FOR MOUNTING HEIGHT INFO, TYP ALL ACCESSIBLE FIXTURES AND EQUIPMENT ARE TO BE MOUNTED AT SPECIFIED ELEMENTARY SCHOOL HEIGHTS, UON BY 'AHAF' (ADULT HEIGHT ACCESSIBLE FIXTURE), TYP.10. COORDINATE INSTALLATION OF REQD BLOCKING AND STABILIZING FOR FIXTURES.11. THE STRUCTURAL STRENGTH OF GRAB BARS AT ACCESSIBLE WATER CLOSETS SHALL COMPLY WITH TAS 4.26.3.12. VERIFY FLOOR DRAIN STRAINER ELEV FOR ACC SHOWERS ARE 1" BELOW ADJACENT FINISH FLOOR ELEV (REF UBC 94 SEC 410.3).

TOILET PLAN GENERAL NOTES

2

D

1.5

11' -

9"

10 1/8" 8' - 10 3/8" 9" 9' - 6 5/8"

FDFD

3' -

7"3'

- 1"

3' -

7 3/

4"2'

- 0"

2' -

0"3'

- 7

3/4"

3' -

1"3'

- 7"

PAPER TOWELDISPENSER, TYP.

SOAP DISPENSER, TYP.

FRAMED MIRRORABOVE SINK, TYP.

TTD 1

C

FD

7" 6' - 10"

1' -

6"8'

- 0"

3"

1' -

6"1'

- 6"

TTD

SOAP DISPENSER

PAPER TOWEL DISPENSER

FRAMED MIRRORABOVE SINK

54

B

3

6' - 8" 1' - 3" 7' - 3"

3"7'

- 11

"

FDFD

TLT328

1' -

6"

TLT329

1' -

6"1'

- 6"

1' -

6"

TTD

TTD

SOAP DISPENSER

SOAP DISPENSER





1

B

FD FD

7" 6' - 9" 1' - 2" 6' - 8"

3"7'

- 11

" TLT323TLT

322

1' -

6"

1' -

6"

1' -

6"

1' -

6"

TTD

TTD

SOAP DISPENSER

SOAP DISPENSER





FIXTURE MOUNTING HEIGHT SCHEDULE1. LAVATORIES (MEASURED FROM FINISH FLOOR TO RIM)A. GRADES K THROUGH 4TH = 31” MAX. (24” MIN. KNEE CLEARANCE) [606.2 EXC. 4]B. ADULT/ACCESSIBLE = 34” MAX. (27” MIN. KNEE CLEARANCE) [606.3/306.3.3]

2. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS (MEASURED FROM FINISH FLOOR TO BOTTOM EDGE OF REFLECTIVE SURFACE)

A. GRADES K THROUGH 4TH = 34”B. ADULTS/ACCESSIBLE = 40” MAX. [603.3]

3.SOAP DISPENSER (MEASURED FROM FINISH FLOOR TO OPERABLE CONTROL)A. GRADES K THROUGH 4TH = 40” MAX [308.1]B. ADULTS/ACCESSIBLE = 44” MAX.

4.PAPER TOWEL DISPENSER (MEASURED FROM FINISH FLOOR TO OPERABLE CONTROL)A. GRADES K THROUGH 4TH = 40” MAX. [308.1]B. ADULTS/ACCESSIBLE = 48” MAX [308.1]

5.ELECTRIC HAND DRYER (MEASURED FROM FINISH FLOOR TO OPERABLE CONTROL)A. GRADES K THROUGH 4TH = 40” MAX. [308.1]B. ADULTS/ACCESSIBLE = 48” MAX [308.1]

6.WATER CLOSETSA. CENTERLINE (MEASURED TO ADJACENT FINISHED WALL OR PARTITION)

1.KINDERGARTEN = 12” [604.9]2.GRADES 1ST THROUGH 4TH = 15” [604.9]3.ADULT/ACCESSIBLE = 17” MIN. TO 18” MAX. [604.2]

B. HEIGHT (MEASURED FROM FINISH FLOOR TO TOP OF SEAT)1.KINDERGARTEN = 12” MAX [604.9]2.GRADES 1ST THROUGH 4TH = 15” [604.9]3.ADULT/ACCESSIBLE = 17” MIN. TO 19” MAX. [604.4]

7.URINALS (MEASURED FROM FINISH FLOOR TO RIM)A. GRADES K THROUGH 4TH = 14” [605.2]B. ADULT/ACCESSIBLE = 17” MAX. [605.2]

8. FLUSH CONTROLS (LOCATE ON OPEN SIDE OF WATER CLOSET, COORDINATE WITH GRAB BAR MOUNTING HEIGHT, WHERE APPLICABLE, MAINTAIN 1-1/2” CLEARANCE)

A. KINDERGARTEN = 18” MIN. TO 36” MAX. [308.1/604.9.5]B. GRADES 1ST THROUGH 4TH = 16” MIN. TO 36” MAX. [308.1/604.9.5]C. ADULT/ACCESSIBLE = 15” MIN. TO 44” [308.1]

9A. HORIZONTAL GRAB BARS (MEASURED FROM FINISH FLOOR TO TOP OF GRIPPING SURFACE)A. KINDERGARTEN = 20” MAX. [604.9]B. GRADES 1ST THROUGH 4TH = 25” [604.9]C. ADULT/ACCESSIBLE = 34” TO 36” MAX. [609.4]

9B. VERTICAL GRAB BARS - AT CLINIC AND LIFE SKILLS RESTROOMSA. KINDERGARTEN = 34" to 36" FROM BACK WALL TO CENTERLINE. 22" FROM FLOOR TO BOTTOM

OF GRAB BAR (ANSI A117.1 609.4.2)B. GRADES 1ST THROUGH 4TH = 34" to 36" FROM BACK WALL TO CENTERLINE. 27" FROM FLOOR TO

BOTTOM OF GRAB BAR (ANSI A117.1 609.4.2)C. ADULT/ACCESSIBLE = 39” TO 41” FROM BACK WALL TO CENTERLINE. 39" TO 41" MAX. FROM FLOOR

TO BOTTOM OF GRAB BAR. (ANSI A117.1 604.5.1)

10. TOILET TISSUE DISPENSER (MEASURED 7” MIN. AND 9” MAX. IN FRONT OF WATER CLOSET TOCENTERLINE OF DISPENSER AND FROM FINISH FLOOR TO CENTERLINE OF DISPENSER AS FOLLOWS)

A. KINDERGARTEN = 14” [604.9]B. GRADES 1ST THROUGH 4TH = 17” [604.9]C. ADULT/ACCESSIBLE = 20” [604.7]

11. SANITARY NAPKIN DISPOSAL UNIT (MEASURED FROM FINISH FLOOR TO TOP OF UNIT,COORDINATE WITH TOILET TISSUE DISPENSER MOUNTING HEIGHT)

A. 4th GRADE = 17” [308.1]B. ADULT = 20” [308.1]

12. SHOWER COMPARTMENTS (MEASURED FROM FINISH FLOOR)A. CONTROLS = LOCATE ABOVE GRAB BAR TO 48” MAX. [608.5.2]B. SHOWER SPRAY UNIT = 48” ADJUSTABLE HEIGHT OR FIXED [608.6]C. SHOWER CURTAINS = 1” CLEARANCE AT BOTTOMD. ROBE HOOK = 44” MAX. [308.1]

13. DRINKING FOUNTAINS (MEASURED FROM FINISH FLOOR TO SPOUT OUTLET)A. GRADES K THROUGH 4TH = 30” MAX. (PARALLEL APROACH WHERE SPOUT IS 3-1/2” MAX.

FROM FRONT EDGE [602.2 EXCEPTION]B. ACCESSIBLE = 36” MAX. (27” MIN. KNEE CLEARANCE) [602.4/306.3.3]C. STANDING = 38” MIN. TO 43” MAX. [602.7]

BRACKETS [] DENOTES 2012 TEXAS ACCESSIBILITY STANDARDS REFERENCE.

GRAB BARS

TOILET

42" MIN LATCHAPPROACH, OTHERAPPROACHES 48"MIN

5' - 0" CLEAR MIN

32" CLEARDOOR MIN.

5' -

0" M

IN

3' -

6" M

IN1'

- 0"

3' - 0" MIN6" MAX

FLUSH VALVECONTROLS ON OPENSIDE OF TOILET

RE: SCHEDULE

NOTE: REFER SIDE AND FRONT ELEVATIONS

REFER MEPDRAWINGS FORLOCATION OF PIPING TOILET

SEE PLAN

5' -

0" M

IN

TOILET TISSUEDISPENSER (TTD)

WHEELCHAIR ACCESSIBLE COMPARTMENT STANDARD TOILET COMPARTMENT

TYPICAL TOILET COMPARTMENT LAYOUTS

3' - 0" MIN

6" MAX

SCHED.REFER:

FINISH FLOOR

MAX1' - 0" 3' - 6" MIN

SCH

ED.

REF

ER:

TOILET PAPERDISPENSER

FINISH FLOOR

FRONT ELEVATIONSIDE WALL ELEVATION

GRAB BARS

3' -

6" M

IN

3' - 0" MINFLUSH VALVECONTROLS ON OPENSIDE OF TOILET

1' - 8"

SEE PLAN

SEE

PLAN

ACCESSIBLE SINGLEUSER TOILET ROOM

5' - 0" MIN


EQ EQ


TOILET PAPERDISPENSER (BEYOND)

WALL WALL OR PARTITIONREF PLAN

GRAB BARSGRAB BARS

SCH

ED.

REF

ER:

2" M

IN

2" M

IN

MIN2' - 0"

MIN1' - 0"

REFER: SCHED.

1' -

0"

5' -

0" M

IN

4' - 6" MIN

2' - 0" MINMIN

1' - 0"

MIN.1' - 0"

REFER: SCHED.

1' - 0"

1' -

6"R

EFER

: SC

HED

.

REFER: SCHED.

2' -

3" M

IN

2' -

3" M

IN

TYPICAL FRONT ELEVATION TYP SIDE ELEVATION

MAX

.2'

- 10

"

TOP OF RIM

9"

TYPICAL PLAN

TYPICAL ACCESIBLE LAVATORY

COUNTER

30" X 48"CLEAR SPACE

COUNTER

2' -

10"

FRONT ELEVATION SIDE ELEVATIONPLAN

TYPICAL URINAL LAYOUT

1' -

5" M

AX

REF

ER: S

CH

ED.

1' -

0"5'

- 0"

3' - 0" MIN

EQ EQ

WALL, TOILETPARTITION, ORURINAL SCREEN(RE: PLAN)

30" x 48"CLEAR SPACE

URINAL SCREENEXTEND FROM WALL18" MIN. OR 6" BEYOND FRONTLIP OF URINAL, WHICHEVERIS GREATER

1' - 2"

URINAL SCREEN

WALL

1

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CHECKED:

SCALE:

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SHEET TITLE:

CONSTRUCTION SET

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1 2 3 4 5 6 7 8 9 10

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BRYAN ISD


ENLARGED TOILETROOMS

A401214000308

06/22/16

Author

1/4" = 1'-0"A1ENLARGED TOILET PLAN

1/4" = 1'-0"A4ENLARGED TOILET PLAN - TLT 318

1/4" = 1'-0"C4ENLARGED TOILET PLAN - 328 & 329

1/4" = 1'-0"C1ENLARGED TOILET PLAN - TLT 322 & 323

GENERAL DOOR AND WINDOW NOTES:1. REFER TO SHEETS A501 FOR DOOR SCHEDULE.

2. REFER TO SHEET A004 FOR LINTEL SCHEDULES AND DOOR AND WINDOW JAMBSTUD FRAMING SCHEDULE.

3. ALL DOORS TO BE 1 3/4" THICK (UON)

4. ALL STEEL FRAMES TO HAVE A 2" FACE DIMENSION AND 5/8" STOP UON. 3/4"STOP REQUIRED FOR FIRE RATED FRAMES.

5. STEEL FRAME DEPTHS INDICATED IN THE DETAILS ARE NOMINAL. PROVIDESTANDARD WIDTH FRAME WITH THROAT OPENING APPROPRIATE TO WALL TYPE.

6. COORDINATE WITH MECH DOCUMENTS FOR DOOR UNDERCUTS AND DOORLOUVERS, IF ANY.

7. ALL LIGHTS IN DOORS TO HAVE CLEAR SAFETY (TEMPERED) GLAZING (UON).

8. EXTERIOR DOORS TO HAVE TINTED, INSULATED GLAZING (UON).

9. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATING FRAMES.

10. PROVIDE WOOD BLOCKING IN GYP BD WALLS BEHIND DOORS SCHEDULED TOHAVE WALL MOUNTED DOOR STOPS. (REFER HARDWARE SCHEDULE SUBMITTAL).

11. REFER TO SHEETS A004 & A005 FOR TYP WINDOW AND DOOR CONTROLJOINTS IN MASONRY WALLS AND STEEL STUD FRAMED WALLS.

12. FLOOR MATERIAL CHANGES BETWEEN ROOMS TO OCCUR UNDER DOOR.

13. PROVIDE MINI BLINDS AT ALL NEW WINDOW LOCATIONS, UON.

A101A

WALL/FIXTURE WHERE OCCURS

TYP (UON) OR CENTERDOOR IN WALL (SEEPLAN)

MULTIPLE DOORDESIGNATION

CLR MIN (AT PUSHSIDE OF DOORWITH CLOSER)

AREA DESIGNATIONSEE KEY PLAN

DOOR/ROOM NO

DOOR MARK KEY

1' - 0"

1' - 6"

4"

REMOVABLE MULLIONAT EXTERIOR DOORS

7' -

2"

7' -

2"

7' -

4"

REF SCHEDS1

2"

REF SCHEDS2

2"


4"

REF

SC

HED

REF

SC

HED

REF

SC

HED

2" 2" 2" 2" 2" 2"

FFE

REF SCHEDS5


7' -

0"

A3 REF SCHED


7' -

0"

A4

9' -

4"

REF SCHED


7' -

0"

A6

10' -

4"

15' - 0"

4' - 6" 6' - 0" 4' - 6"

1' -

6"2'

- 10

"

NOTE: STOREFRONT FRAME DIMENSIONSTO MATCH EXISTING. VERIFY IN FIELD.

D7

A511

B7

A511

A9

A511

C9

A511

D7

A511

B7

A511

6' - 0"

2' - 10" 3' - 2"

7' -

2"

2' -

6"2'

- 4"

2' -

4"

A9

A511

A7

SIM

DOOR SCHEDULE REMARKS:1. PROVIDE CARD READER, RELEASE BUZZ-IN2. PROVIDE DRIP AT HEAD OF DOOR3. OVERHEAD SECTIONAL DOOR (OHS), MOTORIZED.4. EXISTING DOOR TO REMAIN. MODIFY DOOR AS REQUIRED FOR CARD READER.5. REPLACE EXISTING DOOR KNOBS TO SCHED LEVER.6. EXISTING DOOR TO REMAIN. REPLACE CORE & RE-KEY ONLY (ALTERNATE # 6). SEE A110 FOR DOOR LOCATIONS.7. PROVIDE (2)PEEPHOLES, 1 AT ACCESSIBLE HEIGHT8. REPLACE EXISTING TO NEW DOOR, EXISTING FRAME TO REMAIN.

GLAZING KEYGL-1 CLEAR SAFETY (TEMPERED) GLASS, 1/4" THICK, TYP. U.O.N.

PROVIDE 90 MIN RATED GLAZING AT 90 MIN DOOR

GL-2 LOW "E" INSULATED GLASS UNIT,1/4" THICK (TEMPERED) EXTERIOR +INSULATED SPACE +1/4 THICK (TEMPERED) INTERIOR PANEL= 1" TOTAL THICKNESS

1 GLASS THICKNESS DESIGNATION INDICATED ARE MINIMUMS & ARE FOR DETAILING ONLY. GLAZING TRADE CONTRACTOR TO DETERMINE SAFETY GLAZING REQUIREMENTS & TO CONFIRM GLASS THICKNESSES BY ANALYZING PROJECT LOADS, IN-SERVICE CONDITIONS & GLASS LOCATIONS. PROVIDE GLASS LITES / UNITS IN THE THICKNESS DESIGNATIONS INDICATED ABOVE FOR VARIOUS SIZE OPENINGS, BUT NOT LESS THAN THICKNESSES & IN STRENGTH (ANNEALED, TEMPERED OR HEAT TREATED) REQUIRED TO MEET OR EXCEED CODE & PERFORMANCE CRITERIA, RE: SPECIFICATION SECTION 08 8000.

2 ALL EXTERIOR GLAZING IS GL-02, UNLESS OTHERWISE NOTED.

3 ALL EXTERIOR DOOR GLAZING IS GL-02, UNLESS OTHERWISE NOTED.

4. ALL INTERIOR GLAZING IS GL-01, UNLESS OTHERWISE NOTED.

FULL GLASSINTERMDIATE RAIL

(ALUM)

FGIRF NL

NARROW LIGHTFLUSH OVERHEADSECTIONAL

DOOR

OHS

VER

IFY

W/ H

DW

R M

TG H

T

1' -

0"

6" 6"

NOTE: NARROW LIGHT SIZEAND LOCATION TO MATCHEXISTING, VERIFY IN FIELD

3 EQ12' - 0"

3 EQ

6' -

4"2'

- 0"

2 EQ6' - 0"

3 EQ

6' -

4"2'

- 0"

.

FIXED2' - 6"

SLIDING WIN4' - 0"

FIXED2' - 6"

3' -

0"4'

- 0"

.

D1

A511

B1

A511

A1

A511

B3

A511

G3

A511

D7

A511

B7

A511

A7

A511

W3

W2W1

SIM

A5

A511

2 1/

2"4 1/2"

A125

WOMENROOM #

A125MECHANICAL

SIGN TYPE 'A'

8"

8"

8"

8"

60"A

FF

8"

1/2"

3/4"

8"

5" 1/2"

NOTES:1. ALL COPY TO BE HELVETICA MEDIUM.2. ALL COPY TO TO BE RAISED 1/32" MIN3. COPY STROKE WIDTH TO BE 1/4" WIDE MIN4. SIZE OF COPY MAY BE ADJUSTED; HOWEVER,LETTERS MAY MAY NOT BE THAN 5/8" HIGH. UNLESSOTHER WISE NOTED5. SIGN FACE AND BACK SHALL BE PLASTICLAMINATES, AS SELECTED BY ARCHITECT. SIDESOF SIGN SHALL BE PAINTED TO MATCH SIGN FACE.COPY TO BE PAINTED WHITE.

1. ALL COPY TO BE HELVETICA BOLD CONDENSED.2. ALL COPY TO TO BE RAISED 1/32" MIN3. COPY STROKE WIDTH TO BE 1/4" WIDE MIN4. SIZE OF COPY MAY BE ADJUSTED; HOWEVER, LETTERSMAY THAN 5/8" HIGH. UNLESS OTHER WISE NOTED5. SIGN FACE AND BACK SHALL BE PLASTIC LAMINATES, ASSELECTED BY ARCHITECT. SIDES OF SIGN SHALL BEPAINTED TO MATCH SIGN FACE. COPY TO BE PAINTED WHITE.

1. ALL COPY TO BE HELVETICA MEDIUM.2. ALL COPY TO TO BE RAISED 1/32" MIN3. COPY STROKE WIDTH TO BE 1/4" WIDE MIN4. SIZE OF COPY MAY BE ADJUSTED; HOWEVER,LETTERS MAY MAY NOT BE THAN 5/8" HIGH. UNLESSOTHER WISE NOTED5. SIGN FACE AND BACK SHALL BE PLASTICLAMINATES, AS SELECTED BY ARCHITECT. SIDESOF SIGN SHALL BE PAINTED TO MATCH SIGN FACE.COPY TO BE PAINTED WHITE.

PAINTFILLEDDEMARCATION



BRAILLETO MATCHCOPY

1/4" RAISEDTEXT RAISED

TEXT

PLAM

RAISEDTEXT

PLAM

NOTES:PLAM

PLAM

RAISEDTEXT

NOTES:

1/2" R(TYP)

FORWOMAN/MANINTERNATIONALSYMBOL

SIGN TYPE 'B' SIGN TYPE 'C'

1 3/

4"

4 1/2"

A125

8"

8"



NOTES:PLAM

PLAM

RAISEDTEXT

SIGN TYPE 'D'

PRINCIPAL 8"

8"

NOTES:1. ALL COPY TO BE HELVETICA MEDIUM.2. ALL COPY TO TO BE RAISED 1/32" MIN3. COPY STROKE WIDTH TO BE 1/4" WIDE MIN4. SIZE OF COPY MAY BE ADJUSTED; HOWEVER,LETTERS MAY MAY NOT BE THAN 5/8" HIGH. UNLESSOTHER WISE NOTED5. SIGN FACE AND BACK SHALL BE PLASTICLAMINATES, AS SELECTED BY ARCHITECT. SIDESOF SIGN SHALL BE PAINTED TO MATCH SIGN FACE.COPY TO BE PAINTED WHITE.


PLAM

RAISEDTEXT

PLAM

SIGN TYPE 'E'

ALL VISITORSMUST REPORTTO MAIN LOBBY EXIT

8"

8"



NOTES:

PLAM

PLAM

RAISEDTEXT

SIGN TYPE 'F'

1

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SCALE:

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SHEET TITLE:

CONSTRUCTION SET

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BRYAN ISD


DOOR SCHEDULE, INFO,AND FRAME TYPES

A501214000308

06/22/16

Author

DOOR FRAME TYPES

DOOR TYPES

A5 Door and Frame ScheduleDOOR FRAME DETAILS

FIRE RATING SIGNAGE REMARKSNUMBER WIDTH HEIGHT TYPE MATERIAL TYPE MATERIAL HEAD JAMB SILL

101 6' - 0" 7' - 0" FGIR ALUM 6 ALUM D7/A511 B7/A511 TYPE E 1113B 3' - 0" 7' - 0" F WD 1 STL G7/A511 F1/A511134A 4' - 0" 7' - 0" F STL 1 STL G5/A511 F5/A511 F3/A511 7134B 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511 TYPE C151A 3' - 0" 7' - 0" FG ALUM 7 ALUM151B 3' - 0" 7' - 0" FG ALUM 7 ALUM151C 16' - 0" 9' - 0" 3153 3' - 0" 7' - 0" 6

162A 6' - 0" 9' - 0" 6162B 6' - 0" 9' - 0" TYPE E 6188 3' - 0" 7' - 0" NL WD 1 STL G7/A511 F7/A511 TYPE B 8

188A 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511189A 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511191 3' - 0" 7' - 0" 4, 6202 3' - 0" 7' - 0" 6206 6' - 0" 9' - 0" 4, 6207 3' - 0" 7' - 0" 6214 6' - 0" 9' - 0" 4, 6224 6' - 0" 9' - 0" 6316 6' - 0" 7' - 0" F STL 5 STL G1/A511 F1/A511 F3/A511 TYPE C 2317 3' - 0" 7' - 0" NL WD 1 STL G7/A511 F7/A511 45 MIN TYPE B318 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511 TYPE A319 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511 TYPE C320 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511 45 MIN TYPE C321 3' - 0" 7' - 0" NL WD 1 STL G7/A511 F7/A511 45 MIN TYPE B322 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511 TYPE A323 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511 TYPE A

324A 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511 TYPE C324B 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511 TYPE C325 3' - 0" 7' - 0" NL WD 1 STL G7/A511 F7/A511 45 MIN TYPE B326 3' - 0" 7' - 0" NL WD 1 STL G7/A511 F7/A511 45 MIN TYPE B

327A 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511 TYPE C327B 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511 TYPE C328 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511 TYPE A329 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511 TYPE A330 3' - 0" 7' - 0" NL WD 1 STL G7/A511 F7/A511 45 MIN TYPE B331 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511 45 MIN TYPE C332 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511 45 MIN TYPE C334 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511 45 MIN TYPE C335 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511 45 MIN TYPE A336 3' - 0" 7' - 0" F WD 1 STL G7/A511 F7/A511 45 MIN TYPE A337 6' - 0" 7' - 0" FGIR ALUM 4 ALUM A6/A321 B1/A511 A9/A511 TYPE E338 6' - 0" 7' - 0" NL STL 2 STL G7/A511 F7/A511 90 MIN TYPE E339 6' - 0" 7' - 0" FGIR ALUM 3 ALUM A3/A511 B1/A511 A9/A511 TYPE E 4, 6

X100 3' - 0" 7' - 0" 4, 6X111A 3' - 0" 7' - 0" 5X111C 3' - 0" 7' - 0" 5X112 3' - 0" 7' - 0" 5X113 3' - 0" 7' - 0" 5X116 3' - 0" 7' - 0" 5

X163A 3' - 0" 7' - 0" TYPE B 5X163B 3' - 0" 7' - 0" 5X163C 3' - 0" 7' - 0" 5

WINDOW FRAME TYPES

SIGN TYPES1

VENEER MASONRY,REF ELEVATIONS

AIR BARRIER TRANSITIONMEMBRANE SEALING BACKOF FRAME TO SHEATHINGON ALL SIDES

2 1/2" x 2 1/2" 12 GA GALVCLIP ANGLE ALL AROUNDOPENING

RE: DOOR TYPES

BUILT-UP CFMF JAMB -REF JAMB SCHEDULE

SEALANT AND BACKERROD EACH SIDE

CONT. FOAM SEALANTBETWEEN STEEL ANGLEAND WINDOW FRAMEON ALL SIDES

ALUM STFT WINDOW AT SIM

ALUM STOREFRONT WITHMFR'S EXTRUDED SUB-SILLWITH END DAMS SET IN FULLBED OF SEALANT

SEALANT AND BACKERROD

CAST STONE SILL


PLAM-CLADPLYWOOD SILL

2x10 FRT WDBLOCKINGANCHORED TOCFMF TRACK

6"X14 GA CONTRUNNER TRACK

SOLID GROUTON HARDWARECLOTH

3"

1 1/

2"

SEALANT ANDBACKER ROD

NOTE: PROVIDE MANUFACTURESSTANDARD EXTENDEDALUMINUM SUB-SILL, TYP.

3 1/

2"

10"HT CAVITY DRAINAGEMATERIAL

EMBEDDED FLASHINGTO EXTEND MIN 4"ABOVE TOP OF CAVITYDRAINAGE MATERIAL

OPEN HEAD JOINTWEEPS AT 24"OC

PAINTED LOOSE STEELLINTEL

BACKER ROD ANDSEALANT ON EACH SIDE

REF. WINDOW TYPES

AIR BARRIER TRANSITIONMEMBRANE SEALINGBACK OF FRAME TOSHEATHING ALL SIDES

CAVITY WALL INSULUNDER FLASHING

2 1/2" x 2 1/2" x 12 GAGALV ANGLE ALLAROUND OPENING

CFMF BOX HEADER

CONT. FOAM SEALANTBETWEEN STEELANGLE AND WINDOWFRAME ON ALL SIDES3"

CEMENT PLASTER ONMETAL LATHE

PREFINISHED MTL FLASHINGW/ ICE & WATER SHEILDMEMBRANE EXTEND UPWALL 6"

2 X 10 TRTD WDBLOCKING

6"

ANCHOR CLIPSAT DOORS WIDERTHAN 5'-0"

SEALANTEACH SIDE

TWO 20GA (0.036" MIN)STEEL STUDS CONT TOSTRUCT ABOVE

STEEL FRAME

APPLIED STOP ANDGLAZING AS SCHED

6" AT 3 5/8" STUDS8 1/4" AT 6" STUDS

INTERIOR SIDE

10 1/4" AT 8" STUDS

SOUND INSUL AS SCHED

ANCHOR CLIPS ATDOORS WIDERTHAN 5'-0"

SEALANTEACH SIDE

CONT 20GA (0.036" MIN)RUNNER TRACK ATOPENINGS 4'-0" WIDE ORLESS (BUILT-UP HEADERAS ENGINEERED BY STUDSUPPLIER) AT OPENNINGSOVER 4'-0" WIDE)

STEEL FRAME

APPLIED STOP ANDGLAZING AS SCHED

6" AT 3 5/8" STUDS8 1/4" AT 6" STUDS10 1/4" AT 8" STUDS

SOUND INSULAS SCHED




CONT 20 GA (0.036 MIN)RUNNER TRACKAT OPENINGS 4'-0" WIDE OR LESS;BUILT-UP HEADER - TWO 3 5/8"x20 GASTUDS W/ TRACKS TOP AND BOTTOMAT OPENINGS OVER 4'-0"




CONT 20 GA (0.036" MIN)STUD TOP TRACK

SHIM WITH CONT BACKERROD AND SEALANT ON BOTHSIDES


5/8" GYP BOARDPER WALL TYPE

CORNER BEAD


SOUND INSULAS SCHED


BUILT-UP STL STUD JAMBPER JAMB SCHEDULE





3/4"

CONT BACKERROD AND SEALANTEACH SIDE

STAINLESS STEELWATERSTOP FLASHINGCONT. UNDER FRAMENO WATERSTIO FLASINGREQUIRED AT SIM

SAW CUT JOINT CONT.UNDER FRAME 3/4"DEEP X 3/8" WIDE

GLAZING

PREFABRICATED ALUMSTOREFRONT SYSTEM WITHSUBSILL BY MANUF SET IN FULL BEDOF SEALANT (AT EXTERIORFRAMES, ALUM SUBSILL WITH ENDDAMS EA. END)

FLOOR FINISHAS SCHED

CONC SLAB/FOUNDATION. REFSTRUCT

SLOPED PAVINGAT EXTERIOR

SCHED WIDTH

RE:

FR

AME

ELEV

S

EXISTING CONC SLABTO REMAIN AT SIM


EMBEDDED FLASHINGLAP OVER CLIP ANGLE -TRIM AT EXT EDGE

3-1/2"x3-1/2" CONT 16 GAGALV STL CLIP ANGLEFULL LENGTH OFOPENING

STEEL FRAME


SHIM AS REQ'D W/BACKER ROD ANDSEALANT ON EACH SIDE




LOOSE STEEL LINTEL(SEE SCHED)


STEEL FRAME

2"x3" (LLV) CONT 16 GAGALV STL CLIP ANGLEFULL LENGTH OFOPENING - MECH ATTACHTO HEADER

BUILT-UP CFMF HEADER -AS ENGINEERED BYSTUD SUPPLIER

5/8" WD SPACER

2 1/2" 6 3/4"

FLOOR FINISHAS SCHEDULED

SST SCREWS W/ EXPANLEAD SHIELD IN CONC

DOOR BOTTOM AS SCHED

CONT BED OF SEALANTALONG BOTH SIDES

NOTE: PROVIDE MITEREDENDS IF THRESHOLDEXTENDS BEYOND DOORJAMBS

DOOR AS SCHED

DOOR FRAME AS SCHED

EXTERIORINTERIOR

CONC PORCH -SLOPE TO DRAIN

1/2"

MAX

ADA COMPLIANTALUMINUMTHRESHOLD

BUILT-UP CFMF HEADER -AS ENGINEERED BY STLSTUD SUPPLIER


CONT 1-1/2" CFMF 'C'FURRING CHANNEL ATWINDOW HEAD - FULLLENGTH OF OPENING

STD EDGE TRIM BY METALPANEL MANUF AT ALLPERIMETERS

METAL DRIP FLASHING BYMETAL PANEL MANUF

ALUM STOREFRONT


EXISTING WALL, DEMO ASREQUIRED FOR DOOROPENING

EXISTING APC CEILING



2"x3" CONT 16 GA GALV STLCLIP ANGLE FULL LENGTHOF OPENING - MECHATTACH TO CFMF JAMB

STD EDGE TRIM BY METALPANEL MANUF AT ALLPERIMETERS

ALUM STOREFRONT -ALIGN W/ FACE OF EXTSHEATHING

5"

EXISTING WALL, DEMO ASREQUIRED FOR WINDOWOPENING



EXISTING WALL,REFER TO WALL TYPES

3/8" WOOD SHIM WITH CONTBACKER ROD AND

SEALANT ON BOTH SIDES

SHIM AND FTBLOCKING AT JAMB

GYPSUM BOARDFINISH AT JAMB,HEAD SIM

OVERHEAD DOORTRACK, INSTALL PERMANUF.INSTRUCTIONS

FLOOR LEVELINGCOMPOUND, TYP.

EXISTING CONCRETEFOUNDATION TO REMAIN

NEW CONCRETEFOUNDATION

NEW FLOOR TOFLOOR ALUMINUMEXPANSION JOINTCOVER AS SPECIFED

EXP. JOINT WALLCOVER BEYOND

.

VERIFY CARPETTHICKNESS TO FLUSHW/ EXP. JOINT




PAINTED LOOSE STEELLINTEL

BACKER ROD ANDSEALANT ON EACH SIDE

REF. DOOR TYPES

AIR BARRIER TRANSITIONMEMBRANE SEALINGBACK OF FRAME TOSHEATHING ALL SIDES

CAVITY WALL INSULUNDER FLASHING

2 1/2" x 2 1/2" x 12 GAGALV ANGLE ALLAROUND OPENING

CFMF BOX HEADER

CONT. FOAM SEALANTBETWEEN STEELANGLE AND WINDOWFRAME ON ALL SIDES

3"




CONT 20 GA (0.036 MIN)RUNNER TRACKAT OPENINGS 4'-0" WIDE OR LESS;BUILT-UP HEADER - TWO 3 5/8"x20 GASTUDS W/ TRACKS TOP AND BOTTOMAT OPENINGS OVER 4'-0"




BUILT-UP STL STUD JAMBPER JAMB SCHEDULE





WOOD SHIM W/ BACKER ROD ANDSEALANT ON BOTH SIDES

STEEL BENT PLATE LINTEL,RE: STRUCTURAL

STEEL FRAME

SCHED. DOOR

4"

OR

PER

FRAM

ETY

PE

EXISTING WALL, DEMO ASREQUIRED FOR DOOROPENING

WOOD SHIM W/ BACKER RODAND SEALANT ON BOTH SIDES

GROUT CELLS FULLON EXISTING CMU, MODIFY/REPAIRCMU AS NEEDED.

STEEL FRAME

SCHED. DOOR

ANCHOR CLIPSSTEEL BENT PLATE JAMB TOMATCH LINTEL ABOVE

ALUM STOREFRONT WITHMFR'S EXTRUDED SUB-SILLWITH END DAMS SET IN FULLBED OF SEALANT

SEALANT AND BACKERROD

CAST STONE SILL

EXISTING FACE BRICK

PLAM-CLADPLYWOOD SILL

2x10 FRT WDBLOCKINGANCHORED TOCFMF TRACK

6"X14 GA CONTRUNNER TRACK

SOLID GROUTON HARDWARECLOTH

3"

1 1/

2"

SEALANT ANDBACKER ROD

NOTE: PROVIDE MANUFACTURESSTANDARD EXTENDEDALUMINUM SUB-SILL, TYP.

3 1/

2"

EXISTING WALL, DEMO ASREQUIRED FOR WINDOWOPENING

1

ISSUE:

CHECKED:

SCALE:

Project #:

SHEET TITLE:

CONSTRUCTION SET

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

H

G

F

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D

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A

H

G

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BRYAN ISD


HEAD, JAMB, AND SILLDETAILS

A511214000308

06/22/16

SA

1 1/2" = 1'-0"B1ALUM STOREFRONT JAMB @ MTL STUD

1 1/2" = 1'-0"A1ALUM STOREFRONT SILL @ MTL STUD

1 1/2" = 1'-0"D1ALUM STOREFRONT HEAD @ MTL STUD

1 1/2" = 1'-0"F7HM FRAME JAMB @ STUD PART.

1 1/2" = 1'-0"G7HM FRAME HEAD @ STUD PART.

1 1/2" = 1'-0"D7ALUM STFT HEAD @ STUD PART.

1 1/2" = 1'-0"A7ALUM STFT SILL @ STUD PART.

1 1/2" = 1'-0"B7ALUM STFT JAMB @ STUD PART.

3" = 1'-0"A9ALUM STOREFRONT SILL

1 1/2" = 1'-0"F1HM JAMB DETAIL @ MTL STUD

1 1/2" = 1'-0"G1HM HEAD DETAIL @ MTL STUD

1 1/2" = 1'-0"F3EXT. THRESHOLD DETAIL

1 1/2" = 1'-0"B3ALUM STFT. HEAD @ MTL PANEL

1 1/2" = 1'-0"G3ALUM STFT. JAMB @ MTL PANEL

1 1/2" = 1'-0"C9JAMB DETAIL

1 1/2" = 1'-0"D3OCD STEEL JAMB DETAIL

1 1/2" = 1'-0"D9SLAB EXPANSION JOINT DETAIL

1 1/2" = 1'-0"A3ALUM STFT. HEAD @ MTL PANEL

1 1/2" = 1'-0"D5ALUM STFT DR HEAD @ STUD PART.

1 1/2" = 1'-0"B5ALUM STFT DR JAMB @ STUD PART.

1 1/2" = 1'-0"G5HM FRAME HEAD @ EXISTING WALL

1 1/2" = 1'-0"F5HM FRAME JAMB @ EXISTING WALL

1 1/2" = 1'-0"A5ALUM STOREFRONT SILL @ EXISTING

3 04/01/16 ADDENDUM #4

6' M

B16'

MB1

6' M

B16'

MB1

6' M

B1

6' M

B16'

MB1

6' M

B16'

MB1

8' M

B18'

MB1

8' M

B1

8' M

B1

8' M

B1

OC2 OC2

OC2 OC2

OC2

OC3

S

S

SS

S

S

S

S S

S

S

S

S

OC3

←

MD

MD

MD

S

MD

J

S

S S

S S S

S SS APC 1 - 2X2 ACOUSTIC PANEL CEILING

PROVIDE NEW GRID AND CEILING TILES (UON)REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE LOCATIONS (UON)NO CEILING HEIGHT IS INDICATED AT EXISTING CEILING AREA TO REMAIN.

GYPSUM BOARD BULKHEAD/CEILING - PAINTED

REFER TO FINISH SCHEDULE FOR MORE INFORMATION

APC2 - 2'X'2' VINYL FACED ACOUSTIC PANEL LAY IN CEILINGPROVIDE NEW GRID AND CEILING TILES (UON)REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE LOCATIONS (UON)NO CEILING HEIGHT IS INDICATED AT EXISTING CEILING AREA TO REMAIN.

EXPOSED TO STRUCTURE ABOVE (PAINTED)

ALUMINUM WALKWAY COVER DECKING

EXISTING CEILING TO REMAIN -CONTRACTOR TO REMOVE ANDREPLACE CEILING TILE AS REQUIREDFOR NEW MEP ITEMS, TYP.

PLASTER

CEILING PLAN LEGEND

1. GRIDS SHOWN ON ALL RCP SHEET SARE FOR DESIGN INTENT - NOTIFY ARCHITECT OFANY DISCREPENCIES OR CONFLICTS.

2. FIELD VERIFY ALL BULKHEAD DIMENSIONS PRIOR TO CONSTRUCTION.

3. PROVIDE CJ'S AT 30'-0" O.C. MAX AT AL GYP BD BULKHEADS (UON).

4. CENTER ALL SPRINKLER HEADS & LIGHT FIXTURES IN CEILING TILES.(UON)

5. ALL BULKHEADS SHALL BE CONSTRUCTED AS FOLLOWS:

5/8" GYP BD OVER 3 5/8" STL STUD FRAMING AT 16" OC W/ 3 5/8" STL STUD BRACES,STAGGERED, AT 48"OC, UON. ANCHOR FRAMING TO STRUCT ABOVE W/ CONT 18GARUNNER TRACK MECH ATTACHED TO 3"x3"x3/16" BENT PLATE, WHICH IS MECH ATTACHEDTO STL STRUCTURE, TYP. PROVIDE CONT 3"x3"x18GA SHT MTL CORNER ANGLES AT ALLEXPOSED OUTSIDE CORNERS AND CONT STL STUDS AT FRAMING INTERSECTIONS, TYP.CONT 5/8" GYP BD 8" ABOVE ADJACENT APC, WHERE OCCURS, AND CONT BULKHEAD 4"BELOW APC, WHERE OCCURS, UON.

6. ALL VERTICAL SIDES OF GYP BD BULKHEADS SHALL BE OFFSET BACK 2" FROMADJACENT, PERPENDICULAR SURFACE EDGES AT CMU AND TO ALIGN WITH ADJ GYP BDWALLS, UON.

7. ALL GYP BD BULKHEAD WIDTHS SHALL BE NO LESS THAN 12" WIDE, UON.

8. ALL GYP BD BULKHEAD BOTTOM ELEVATIONS SHALL BE NO LESS THAN 4" BELOWSCHEDULED APC ELEVATIONS, UON.

9. REFER TO MEP DOCUMENTS AND COORDINATE THE LOCATIONS OF LIGHTS,DIFFUSERS, ETC. BRING ANY CONFLICTS TO THE ATTENTION OF THE ARCHITECT.

10. IN SQUARE OR RECTANGULAR ROOMS, CENTER APC BOTH WAYS, TYP.

11. BULKHEAD AND CEILING ELEVATIONS ARE TO FACE OF FINISH MATERIAL.

12. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE LOCATIONS.

13. PROVIDE CEILING TILE WHERE ELECTRICAL DEVICES ARE BEING REPLACED.

CEILING PLAN GENERAL NOTES

APC CEILING ASSCHEDULED

STUD FRAMING AT16" O.C.

5/8" GYP BD (PT)

CORNER BEAD

CONT. SHEET METALANGLES - TYP ATCORNERS

8" M

IN

2"

REFER TO CEILING PLAN

EXISTING APC CEILING

8" M

IN

G

T

5 6 87

F

I

II

E

1 2 4

C

B

A

H

D

1.5 3

PRE-K325

PRE-K326

CORRIDOR337

TLT322

TLT323

STOR324

STOR327

TLT328

TLT329

PRE-K321

PRE-K330

TLT318

STOR319

STOR320

ELEC331

DATA332

BOYS336

GIRLS335

STOR334

PRE-K317

MECH316 KINDERGARTEN

315

CORRIDOR339

9' - 0"

APC1

9' - 0"

GYP

9' - 0"

GYP 9' - 0"

APC1

9' - 0"

APC1

9' - 0"

APC19' - 0"

GYP9' - 0"

GYP

9' - 0"

APC1

9' - 0"

APC1

9' - 4"

APC1

9' - 0"

GYP

9' - 0"

APC1

9' - 0"

APC1 9' - 0"

APC1

9' - 0"

APC1

9' - 0"

GYP

9' - 0"

GYP 10' - 0"

APC1

EXISTING CEILINGTO REMAIN IN THISAREA

C8

A611

9' - 0"

APC1

9' - 0"

APC1

1' -

1 5/

8"

1 2 3 4

D

E

H

1.5

A

B

C

E1 E2 E4E3

EB

EB.5

EC.2

ED

EC.4

EC.5

N

A BC

D

1

ISSUE:

CHECKED:

SCALE:

Project #:

SHEET TITLE:

KEY PLAN (NTS)

CONSTRUCTION SET

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

H

G

F

E

D

C

B

A

H

G

F

E

D

C

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A

DRAWN:



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As indicatedChecker

BRYAN ISD


FIRST LEVEL CEILINGPLAN - AREA A

A611214000308

06/22/16

Author

1" = 1'-0"C8BULKHEAD DETAIL

1/8" = 1'-0"A1RCP AREA A

YYYY MM DD ISSUE

OC2 DC DC

DC DC

x1

x2

x3

x4

x5

x7

x9

1716

NOPQ

R

G

T

1312118

FF

F

I

II

9 10 14

D8A301

KILN/ART STOR113A

ELEC112 REC

102WAITING

101

WASH AREA134

SERVING AREA151

CAFETERIA150

9' - 0"

APC1

9' - 0"

APC2

OVERHEAD GARAGE DOOR TRACK & SUPPORT

3-5/8" STL STUDS AT 16" O.C. W/ 5/8" GYP BDONE SIDE TO MATCH EXISTING FURRDOWNFASCIA, PATCH EXISTING FASCIA AS NEEDED

MODIFY EXISTING CEILING GRID

EXISTING CEILING TOREMAIN IN THIS AREA


EQEQ

EQEQ

EXISTING CEILING& LIGHTING TOREMAIN IN THISAREA

NEW LINEAR PENDANTFIXTURES, REPAIRCEILING AS NEEDED.

SALVAGED PENDANT FIXTURE, VERIFY EXACTLOCATION IN FIELD W/ ARCHITECT

G5

A612

G5

A612


MUSIC STOR113B 9' - 0"

APC1

APC 1 - 2X2 ACOUSTIC PANEL CEILINGPROVIDE NEW GRID AND CEILING TILES (UON)REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE LOCATIONS (UON)NO CEILING HEIGHT IS INDICATED AT EXISTING CEILING AREA TO REMAIN.







PLASTER

CEILING PLAN LEGEND















CEILING PLAN GENERAL NOTESROOF DECK

CONT STUD TRACKANCHORED TO B.O. ROOF

DECK

STAGGERED STEELFRAMING BRACE AT

EVERY STUD (ANCHORTO STRUCTURE)

SUSPENDED APC ASSCHEDULED

CONT BENT PLATEBETWEEN JOISTS

STEEL FRAMINGAT 16" OC

SUSPENDED APC ASSCHEDULED

5/8" GYP BD (PT)

CFMF BOX HEADERW/ CONT TRACKSTOP AND BOTTOM

8" M

IN

8" M

IN





PLAN

SR

EF. R

CP

PLA N

SR

EF. R

CP

G

T

15

I

14

EXISTING CEILING& LIGHTING TOREMAIN IN THISAREA

SALVAGE LIGHTFIXTURES FOR RE-USEAT CAFETERIA & 3RDGRADE 189

OP

G

F

SHADED AREA INDICATES CEILINGFURRDOWN TO DEMO.REMOVE LIGHTS, HVAC DUCT & GRILLSASSOCIATED W/ FURRDOWN,PAINT EXPOSED STRUCTURE IN THISAREA TO MATCH EXISTING

N

A BC

D

1

ISSUE:

CHECKED:

SCALE:

Project #:

SHEET TITLE:

KEY PLAN (NTS)

CONSTRUCTION SET

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

DRAWN:



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As indicatedChecker

BRYAN ISD


FIRST LEVEL CEILINGPLAN - AREA B

A612214000308

06/22/16

Author

1/8" = 1'-0"A1RCP AREA B

1" = 1'-0"G5ALUM. STOREFRONT HEAD @ VESTIBULE

1/8" = 1'-0"G7DEMO RCP AREA B- RECEPTION

1/8" = 1'-0"G9DEMO RCP AREA B - CAFETERIA

S S

OC2 OC2

x1

x2

x3

x4

x5

x7

x9

x10

1716 1918 20 21

XG JEE

R

G

T

FF

F

I

II

EXISTING CEILING TO REMAIN

3RD GRADE - R188

3RD GRADE - R1899' - 0"

APC1

NEW GYP BOARD CEILINGTO MATCH EXISTING

NEW LOCATION FORSALVAGED PENDANTFIXTURES

NEW GYP BOARDCEILING TO MATCH EXISTING

EXISTING CEILINGAND LIGHT FIXTURESTO REMAIN IN THISAREA

EXISTING CEILINGAND LIGHT FIXTURESTO REMAIN IN THISAREA

NEW LIGHT FIXTURES, SEE:LIGHTING PLAN FOR LIGHTLOCATIONS AND TYPES.

NEW LOCATION FORSALVAGED PENDANT

FIXTURES

APC 1 - 2X2 ACOUSTIC PANEL CEILINGPROVIDE NEW GRID AND CEILING TILES (UON)REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE LOCATIONS (UON)NO CEILING HEIGHT IS INDICATED AT EXISTING CEILING AREA TO REMAIN.







PLASTER

CEILING PLAN LEGEND















CEILING PLAN GENERAL NOTES

N

A BC

D

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CONSTRUCTION SET

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1 2 3 4 5 6 7 8 9 10

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A

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FIRST LEVEL CEILINGPLAN - AREA C

A613214000308

06/22/16

Author

1/8" = 1'-0"A1RCP AREA C

6' M

B16'

MB1

6' M

B16'

MB1

6' M

B1

6' M

B16'

MB1

6' M

B16'

MB1

8' M

B1

6' M

B1

DN

8' M

B1

8' M

B1

8' M

B1

8' M

B1

8' M

B1

8' M

B1

G

T

5 6 87

F

I

II

E

1 2 4

C

B

A

H

A201E5

A201

C1

D

1.5 3

PRE-K326

PRE-K317

TLT328

TLT322

TLT323

STOR324

STOR327

TLT318

KINDERGARTEN314

KINDERGARTEN309

KINDERGARTEN308

KINDERGARTEN312

KINDERGARTEN315

STOR313A

TLT313B STOR

310

STOR308B

TLT308A

TLT312A

TLT314A

TLT309A

STOR309B

JAN CL311

MECH307

ELEC306

STOR305

TECH TLT302

TECH CLOS303

STOR304

CORRIDOR300

ELEC331

DATA332

STOR334

STOR319

STOR320

MECH316

PRE-K330

EXISTINGCASEWORKTO REMAIN

CUBBIE

CU

BBI

EC

UB

BIE

CUBBIE

CU

BBI

E

CUBBIE

CU

BBI

E

CUBBIE

CU

BBI

E

CUBBIE

CORRIDOR300

A731

D1

A731

D1

A731

D1

A731

D1

EXISTING CASWWORKTO REMAIN

A731A1

A731 G1

A731

A1

A731

A1

A1

A731

A1

A1A731

A1

A1

A731A1

A1

A731 G1

A731 G1

A731G1

A731G1

PROJECTOR

PROJECTOR

PROJECTOR

PRE-K325

PROJECTOR PROJECTOR

RELOCATED METALSHELVING FROM EXISTINGBOOKROOMREFER TO SHEET AD113NOTE 19

PRE-K321

CORRIDOR337

CORRIDOR339

CORRIDOR338

A731

D3

A811 G8F8

A811E8 E9

PROJECTOR

EXISTINGPROJECTORTO REMAIN

A201-AD1

A201-A

C1

1 2 3 4

D

E

H

1.5

A

B

C

E1 E2 E4E3

EB

EB.5

EC.2

ED

EC.4

EC.5

1. FURNITURE SHOWN DASHED FOR COORDINATION PURPOSES,NOT IN CONTRACT.

2. DASHED BOOKSHELVING NOT IN CONTRACT. SHOWN FOR COORDINATIONPURPOSES ONLY.

3. CONTRACTOR PROVIDE AND INSTALL CEILING MOUNTED PROJECTORS.PROVIDE STEEL SUPPORT AS NEEDED.

4. REFER TO SHEETS G102 FOR FIRE EXTINGUISHER CABINETS DESIGNATED 'FEC'.


7. REFER TO ROOM FINISH SCHEDULE FOR UNDESIGNATED FINISHES IN PLAN

8. AT LOCATIONS WHERE MILLWORK/CASEWORK TERMINATES AT A WALL NOTPERPENDICULAR (AT AN ANGLE) TO THE CASEWORK, PROVIDE FILLER PANEL TOFIT AND EXTEND COUNTERTOP SO THAT NO GAP REMAINS.

9. SALVAGED BOOKCASE FINAL LOCATIONS AT LIBRARY TO BE VERIFIED W/ARCHITECT.

FF&E GENERAL NOTES

N

A BC

D

1

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B

A

H

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FIRST LEVEL 'AREA A'CASEWORK/MILLWORK,EQUIPMENT PLAN

A711214000308

06/22/16

Author

1/8" = 1'-0"A1FIRST LEVEL FLOOR PLAN

UP

x1

x2

x3

x4

x5

x7

x9

1716

NOPQ

R

G

T

15

1312118

FF

F

I

II

9 10 14

CLASSROOM119

STOR305

TECH TLT302 ART

111

CLASSROOM124

MECH120

STOR121

STOR123

STOR122

PRINCIPAL106

COUNS110

PRIN SEC400

BOOK STOR179

TLT182

TLT183

TLT187

CORRIDOR202

MECH207STOR

201

TLT196

PDS402

TEACHER WORKROOM403

BMS404

FREEZERREFRIG

MECH & ELEC415

DRY STOR414

STAFF LOCK409

STAFF TLT408

MECH407

MECH RM153

JAN411

OFFICE412

NURSE132

ELEC208

SERVING AREA151

EXISTING CASEWORK TO REMAIN

EXISTING CASEWORKTO REMAIN

MUSIC116

KILN/ART STOR113A

ELEC112

A731 E1

E3

WASH AREA134

D8A731MUSIC STOR

113B

MS-7

MS-

2M

S-2

MS-7MS-2MS-2

MS-7 MS-7 MS-7

MS-

7

A812G1

A812G3

WAITING101

REC102

MS-

2

A712 G4









FF&E GENERAL NOTESLOCKS:Yes

30236x30x14

LOCKS:Yes

30236x30x14

LOCKS:Yes

22236x34x24

LOCKS:Yes

22236x34x24

2' -

6"1'

- 4"

4"2'

- 10

"

CLR18" MIN

N

A BC

D

1

ISSUE:

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SHEET TITLE:

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CONSTRUCTION SET

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

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G

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B

A

H

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FIRST LEVEL 'AREA B'CASEWORK/MILLWORK,EQUIPMENT PLAN

A712214000308

06/22/16

Author


3/8" = 1'-0"G4MUSIC CASEWORK ELEVATION

UP

12' MB112' MB1

6' M

B16'

MB1

6' M

B16'

MB1

6' M

B1

8' M

B1

x1

x2

x3

x4

x5

x7

x9

x10

1716 1918 20 21

XGJ

EE

R

G

T

FF

F

I

II

TBTB

BOOK STOR179

TLT182

TLT183

TLT187

CORRIDOR202

MECH207STOR

201

CORRIDOR206

WING D CORRIDOR162

TLT196

ELEC208

CASEWORK TO MATCHEXISTING CLASSROOM?

3RD GRADE - R188 3RD GRADE - R

189

4TH GRADE - R163


MAIN TECH CLOS500

VIDEO178

MECH175

5TH GRADE174

SPECIAL ED172

5TH GRADE170

5TH GRADE168STOR

A213

STORA214

3RD GRADE190

3RD GRADE193

3RD GRADE194

3RD GRADE195

INTE

RA

CTI

VE S

CR

EEN

A731 A1

A731

A1

A731

A1

A731

D1

A731 D1 A731 D1A731G1

A731G1

EXISTING PROJECTORAND SCREEN TO REMAININ THIS WALL

4 EXISTING COMPUTERSTATIONS

PROJECTOR

PROJECTOR

C C CC

RELOCATEDCOPIER

RELOCATEDDESK

4' - 0"

RELOCATED BOOKCASE, TYP.

RELOCATED ISLANDBOOKCASE, TYP.

RELOCATEDBOOKCASE, TYP.









FF&E GENERAL NOTES

EXISTING AREA & FURNITURE/CASEWORK TO REMAIN - NO WORK

N

A BC

D

1

ISSUE:

CHECKED:

SCALE:

Project #:

SHEET TITLE:

KEY PLAN (NTS)

CONSTRUCTION SET

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

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FIRST LEVEL 'AREA C'CASEWORK/MILLWORK,EQUIPMENT PLAN

A713214000308

06/22/16

Author


MB1 MB1MB1

VARIES SEE PLAN 6" VARIES SEE PLAN 6" VARIES SEE PLAN

RB-1

REFER TO PLAN FOR MARKERBOARD LENGTH, TYP.

A002

REF

SC

HED

:2'

- 6"

1' -

8"2'

- 10

"

LOCKS:Yes

30230x30x14

LOCKS:Yes

30236x30x14

LOCKS:Yes

53154x84x24

LOCKS:Yes

10236x32.8x24

LOCKS:Yes

22230x34x24

KNEE SPACE3' - 0" MIN

LAPTOP/IPAD CHARGING W/N BASE CABINET(BOD: ANTHRO YES, OFCI, REF ELEC)HOLE PATTERN IN STANDARD CABINETDOORS FOR VENTILATION (REF: A4/A831)

FILLER PANEL

LOCKS: No

OS0648x84x24

1.5

1 1/2"1' - 4"

3/4"1' - 4"

3/4"1' - 4"

3/4"1' - 4"

1 1/2"

A4A731

5' - 9"

2' - 1 1/2"

4"1

1/2"

SHEL

F (T

YP)

1' -

0" C

LEAR

3/4"

SHEL

F (T

YP)

1' -

0" C

LEAR

3/4"

SHEL

F (T

YP)

1' -

0" C

LEAR

3' -

8 1/

2"

SHELF (TYP)2' - 0" DEEP

2"

PLAM W/ BULLNOSEEDGES ON 3/4" PLYWD,

3/4" PLYWD SUBSTRATETYP

BASE AS SCHEDULED

PL-2

PL-1PL-2

PLAM ON 3/4" PLYWDSUBSTRATE TYP

BLOCKINGAS REQ'D

1









FF&E GENERAL NOTES

KNEESPACE

6"2'

- 6"

1' - 0" 2' - 6" 4' - 0" 2' - 10"

LOCKS:Yes

BC1318x30x30

3' -

6"

8' - 4"

2' - 7" 2' - 7" 2' - 7"

1' -

0"2'

- 6"

LOCKS:Yes

22236x28x24

LOCKS:Yes

22236x28x24

LOCKS:Yes

22236x28x24

KNEESPACE

A612G5

LAPTOP/IPAD CHARGING W/N BASE CABINET(BOD: ANTHRO YES, OFCI, REF ELEC)HOLE PATTERN IN STANDARD CABINETDOORS FOR VENTILATION (REF: A4/A831)

LOCKS:Yes

22230x34x24

LOCKS:Yes

30230x30x14

LOCKS:Yes

30236x30x14

LOCKS:Yes

53148x84x24

LOCKS:Yes

10236x32.8x24

2' -

10"

1' -

8"2'

- 6"

KNEE SPACE3' - 0" MIN

LOCKS: No

OS0636x84x24

G5A731

1

T

I

14

A6A731

A9A731

GROMMET

GROMMET

TRANSACTIONCOUNTERSUPPORT (TYP)

4' - 2" 7' - 8 15/16" 7 1/16"

2' - 7 3/8" 2' - 8" 2' - 5 5/8"

SUPPORT ANGLES AND BOLTS,AS REQ'D FOR OPEN KNEE

SPACE, WHERE OCCURS

BASE AS SCHEDULED

3 1/2" CLEAR CHASECOORDINATE POWER AND

DATA W/ MEP.REF MEP PLANS

PLAM W/ BULLNOSE EDGESON 1/2" PLYWD, 3/4" PLYWD

SUBSTRATE TYP

PLAM , 3/4" PLYWD SUBSTRATE

4"

1' -

0"2'

- 6"

1' - 0"

1 1/

4"

3' - 0"

3" 2"

PLAM W/ BULLNOSE EDGESON 1/2" PLYWD, 3/4" PLYWD

SUBSTRATE TYP

BASE AS SCHEDULED

SUPPORT ANGLES AND BOLTS,AS REQ'D FOR OPEN KNEE

SPACE, WHERE OCCURS

6"

1' - 0"

2' -

6"

2' - 6"

1 1/

4"

1' - 4 3/4"

2' -

0"

BOD: ANTHRO YESOFCI

CUSTOM CABINETDOOR W/ VENTILATION

(REF A4/A831)

(102) 36 X 32.8 X 24W/ CUSTOM CABINET DOORS

PLAM W/ BULLNOSEEDGES ON 3/4" PLYWD,

3/4" PLYWD SUBSTRATETYP

ELECTRICAL POWERTHROUGH CASEWORK

(REF ELEC)

2' -

10"

1 1/

2"

6" 1' - 0" 1' - 1" 5"

CABINET DOOR2' - 0" CUSTOM

CABINET DOOR1' - 0" CUSTOM

3' - 0"

1 1/

2" B

TWPE

RIM

ETER

(TYP

)2"

FR

MHOLE CUT FORVENTILATION,1" DIAMETER

(TYP)

EDGE OFCOUNTER

1

ISSUE:

CHECKED:

SCALE:

Project #:

SHEET TITLE:

CONSTRUCTION SET

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

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A

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CASEWORK DETAILS

A731214000308

06/22/16

Author

3/8" = 1'-0"G1TYP. CLASSROOM - TEACHING WALL

3/8" = 1'-0"D1CASEWORK ELEVATION

1 1/2" = 1'-0"A1CUBBIE CASEWORK ELEVATION

1 1/2" = 1'-0"A4CUBBIE SECTION

3/8" = 1'-0"E1RECEPTION DESK ELEVATION - EAST

3/8" = 1'-0"E3RECEPTION DESK ELEVATION - NORTH

3/8" = 1'-0"D3CASEWORK ELEVATION

1/2" = 1'-0"D8ENLARGED RECEPTION DESK

1 1/2" = 1'-0"A6CASEWORK SECTION - RECEPTION NORTH

1 1/2" = 1'-0"A9CASEWORK SECTION - RECEPTION EAST

1 1/2" = 1'-0"G5UNDER CABINET CHARGING STATION

1" = 1'-0"F8CHARGING STATION - DOOR ELEVATION

3 04/01/16 ADDENDUM #4

CROCKETT ELEMENTARY SCHOOL COLOR SCHEDULE

INTE

RIO

RW

ALLS

MRK MATERIAL MFR. NO.MANUFACTURER STYLE COLOR

FLO

OR

SAC

CES

SOR

IES

EXTE

RIO

RC

EILI

NG

S

REMARKS

RBR RUBBER BASE

PNT1 PAINT (FIELD)

SL CONC SEALED CONCRETE

APC1 ACOUSTICAL PANEL

TB TACK BOARD

MB MARKER BOARD

PL PLASTIC LAMINATE

TP TOILET PARTITIONS

HLB HORIZONTAL LOUVER BLINDS

EXP EXPOSED TO STRUCTURE

APC2 ACOUSTICAL PANEL (VINYL)

PCP PROTLAND CEMENT PLASTER

CT1 CERAMIC TILE (FIELD)

8X8" CORRIDOR ACCENT

8X8" SERVERY & CORRIDORS

4 1/4 X 4 1/4" RESTROOMS

4 1/4 X 4 1/4" GIRLS RESTROOM

4 1/4 X 4 1/4" BOYS RESTROOM

8X8" SERVERY ACCENT

CT2 CERAMIC TILE (ACCENT)

CT3 CERAMIC TILE (FIELD)




LVT1 LUXURY VINYL TILE (FIELD)

LVT2 LUXURY VINYL TILE (ACCENT)

CT7 CERAMIC TILE (FIELD) 2"X2" RR. FLOORS & COVE BASE

18"X18"

18"X18"

DALTILE

DALTILE

DALTILE

DALTILE

DALTILE

DALTILE

DALTILE

KEYSTONES GROUP 1

SEMI-GLOSS GROUP 4

SEMI-GLOSS GROUP 4

SEMI-GLOSS GROUP 2

SEMI-GLOSS GROUP 4

SEMI-GLOSS GROUP 1

SEMI-GLOSS GROUP 2

CPT1 CAPET (FIELD)

CPT2 CAPET (WALK OFF CARPET)

QT QUARRY TILE

BLACK

BK FIELD BRICK ACME ELGIN SPECIAL MINGLEMODULAR VELOUR

50% 256 SAGE BRUSH50% 274 MISSION PINK

PT-X (TBD)

FURNISHING AND EQUIP GENERAL NOTES

MOUNTING HEIGHT LEGEND

1. MODEL NUMBERS/MFR'S ARE LISTED ON CASEWORK ELEVATIONS SO THAT A MINIMUM DESIGN BASIS MAY BE ESTABLISHED. THE DIMENSIONS SHOWN(WxHxD) MAY DIFFER FROM THE SELECTED MFR'S STANDARD DIMENSIONS FOR THE LISTED MODEL NUMBERS. MODEL NUMBERS ARE FOR "TERRILL" (UON)."CR" PREFIX INDICATES CAMPBELL RHEA MODEL NUMBERS.

2. PROVIDE SIDE, TOP, AND BOTTOM FILLER PIECES AS REQ'D TO COMPLETE CASEWORK INDICATED ON PLANS.

3. FLOOR MOUNTED FIXTURES ARE TO HAVE THE SAME FINISH BASE MATERIAL AS THE ROOM IN WHICH THEY ARE LOCATED.4. BLIND CABINETS, AT CORNERS, ARE TO BE LEFT OR RIGHT HAND, AS REQ'D PER PLAN.

5. CABINETS TO HAVE PLASTIC LAMINATE THROUGHOUT, INCLUDING ALL EXPOSED SURFACES INSIDE AND OUT.6. PROVIDE PLASTIC LAMINATE FINISHED END PANELS AT EXPOSED CABINET ENDS INCLUDING KNEESPACES (TYP).7. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF ANY FIXTURES.

8. BOOKCASES AND SHELVES TO HAVE FRONT FACING SURFACE OF BACK PANEL TO MATCH FINISH OF REMAINDER OF BOOKCASE.

9. COUNTERTOPS TO HAVE PLASTIC LAMINATE SURFACE W/ 4" HIGH BACKSPLASH (TERRILL, TYPE No. 2) TYP, UON. OR EPOXY RESIN SURFACE WITH 4"BACKSPLASH, REFER TO CASEWORK ELEVATIONS FOR LOCATIONS.

10. PROVIDE KEYED LOCKS AT CABINET DOORS AND DRAWERS, WHERE INDICATED.

11. KNEESPACE UNITS NOT RECEIVING SINKS SHALL RECEIVE GROMMETS CENTERED ON THE UNIT, 3" FROM THE BACK EDGE OF THE KNEESPACE UNIT (UON).

12. SHELVES SHALL BE ADJUSTABLE (UON). SHELVES OVER 36" IN LENGTH SHALL BE 1" THICK.

13. PROVIDE 7/8" WORK TOPS WITH PLASTIC LAMINATE FINISH AT CASEWORK SHELVING UNITS UNDER 48".

14. PROVIDE 4'-0" TALL TACKBOARDS, AND MARKERBOARDS (UON). BOARDS SHALL BE IN THE SAME FRAME WHEN ADJACENT, U.O.N SAME FRAME WHENADJACENT, U.O.N

15. MKBDS, AND TKBDS TO HAVE CONT TACKSTRIPS AND CHALKTROUGHS (UON). TACKSTRIPS T0 HAVE MAP HOOKS (UON).

16. PROJECTION SCREENS: SHOWN ON A711 - A713.

17. PROVIDE HORIZONTAL LOUVER BLINDS AT ALL INTERIOR WINDOWS (UON).

11. SMOKE AND/OR HEAT DETECTORS

13. T.V. MOUNTING BRACKETS (FROM FLOOR)

17. PROJECTION SCREENS

15. SOUND SYSTEM CALL SWITCHES (FROM FLOOR)

COUNTERTOPS (BASE CABINETS FLOOR TO TOP OF

B. GRADE 9-12 & ADULTS

SHELF AND ROD (MEASURED FLR TO TOP OF SHELF)

10. FIRE ALARM STROBES/HORN STROBES (FROM FLOOR)

9. FIRE ALARM PULL STATIONS (FROM FLOOR)

6. CONVENIENCE RECEPTACLES (FROM FLOOR)

5. THERMOSTATS AND CCMS SENSORS (VERIFY HT W/ ARCHITECT)

8. LIGHT SWITCHES (FROM FLOOR)

7. CLOCK OUTLETS (FROM FLOOR)

=48" MAX. TO CL OF SWITCH

AS REQ'D VERIFY W/ ARCH

AS REQ'D, VERIFY W/ ARCH

=15" MIN TO BOT OF BOX

B. SPECIAL AREAS

A. ALL AREAS

A. GENERAL AREAS

A. GENERAL AREAS

B. SPECIAL AREAS

=96"

A. ALL AREAS

20.

B. HANDICAPPED

ROBE HOOKS (FROM FLOOR)

A. ADULT

18.

19.

A. GRADES 6-8

TO CL OF BAR

=48" MAX TO TOP OF BOX

=41 5/16" TO CL OF STRIKE=41 5/16" TO CL OF STRIKE

=44" 1. PUSH PLATES

4. PANIC EXIT

A. ALL OCCUPIED SPACES

2. PULL HANDLES 3. KNOBS

=42"

4. PANIC EXIT

1. PUSH PLATES 2. PULL HANDLES

B. 7-12 & ADULTS

3. KNOBS

A. GRADES K-6

=36"=36"

=42"=42"

16. DATA CABLE OUTLETS (FROM FLOOR)

A. ALL AREAS

A. ALL AREAS

A. ALL AREAS

14. TELEPHONE OUTLETS (FROM FLOOR)

A. ALL AREAS

B. SPECIAL AREAS

A. GENERAL AREAS

NOTE: COORDINATE ALL ELECTRICAL ITEMS W/ ELECTRICALDRAWINGS, CASEWORK, DISPLAY BOARDS, MIRRORS ANDACOUSTICAL MATERIAL AS INDICATED ON THE PLANS,CASEWORK ELEVATIONS AND INTERIOR ELEVATIONS.

2. PENCIL SHARPENERS (MEASURED FLR TO TOP OF 8"x8" WD BLK)

1. FIRE EXTINGUISHERS (MEASURED FLOOR TO TOP OF CABINET)

3. MK BD AND TK BD (MEASURED FLR TO BOT OF BOARD)

4. DOOR HARDWARE (MEASURED FLR TO CENTER OF HARDWARE)

=42" B. GRADES 7-12 & ADULTS

B. GRADES 7-12 & ADULTS

A. GRADES K-6

=36"

=28"

A. ALL GRADES AND ADULTS

A. GRADES K-6 =36"

=54"

12. INTERCOM SPEAKERS (FROM FLOOR)

A. GENERAL AREAS

B. SPECIAL AREAS

B. SPECIAL AREAS

A. GENERAL AREAS

=78"

=72" UON

=48"

=72"

=34"

=32"



COORD W/ARCHITECT





=96" OR FLUSH W/CLG.

WHICHEVER IS LOWER

=80" TO BOT OF BACKBOX

OR 6" BELOW CEILING,

=CEILING HEIGHT

=44" TO BOT OF MECHANICAL

FOR SIDE APPROACH

FOR FRONT APPROACH=42" MAX. TO CL OF SWITCH

BOX FOR SIDE APPROACH

FOR SIDE APPROACH

FOR FRONT APPROACH


COUNTERTOP)

=42" MAX TO TOP OF BOXFOR FRONT APPROACH

=42" TO BOT OF MECHANICAL

BOX FOR FRONT APPROACH

18. PROVIDE FRP WAINSCOT TO 4'-0" AFF & 8'-0" MAXIMUM HORIZONTALLY AT WALL BEHIND MOP SINK. EPOXY PAINT AT ALL OTHER WALLS, TYP.

A. ALL AREAS

A. ALL AREAS

2. ALL ALUM. WINDOWS & DOOR FRAMES SHALL BE CLEAR ANODIZED; EXTERIOR GLAZING TO BE PPG SOLARBAN 70XL, SOLARGRAY.

- ALL UNDESIGNATED PRE-FINISHED METAL

- METAL COPING, AND FLASHING NOTED ON COLOR SCHEDULE AND EXTERIOR ELEVATIONS.

4. ALL EXTERIOR LETTERING SHALL BE CEAR ANODIZED.

EXTE

RIO

R

PM

4. ALL TOILET PARTITIONS SHALL BE MARK "TP".

1. ALL INTERIOR HOLLOW METAL DOOR FRAMES AND ALL VISION PANEL FRAMES IN INTERIOR DOORS - REFER COLOR SCHEDULE.

5. ALL COUNTERTOPS SHALL BE AS DESIGNATED ON A700 SERIES. REFER TO COLOR SCHEDULE AND CASEWORK ELEVATIONS PLAM COLOR OR EPOXY RESIN.

3. INTERIOR HANDRAILS AND SUPPORTS ARE TO BE BRUSHED CLEAR ANODIZED ALUMINUM

2. ALL INTERIOR PLASTIC LAMINTATE FACED WOOD DOORS - REFER TO COLOR SCHEDULE.

1. ALL EXTERIOR STEEL LINTELS SHALL BE PAINTED TO MATCH ADJACENT MASONRY.

INTE

RIO

R

GENERAL COLOR SCHEDULE NOTES

2. MANUFACTURERS NAMES AND IDENTIFICATION NUMBERS ARE LISTED AS A MEANS OF ESTABLISHING A STANDARD OFTYPE, FUNCTION, COLOR, AND QUALITY. REFER TO PROJECT MANUAL FOR ADDITIONAL MANUFACTURERS & PROCEDURES.

COLORS WILL BE MARKED AS SHOWN. NOTE ALL COLORS MAY NOT BEMARKED ON PLANS. MATERIALS NOT NOTED WILL BE COVERED UNDERGENERAL NOTES OR WILL BE PICKED ON THE JOB BY THE ARCHITECT.

3. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT A SAMPLE OF ALL FINISH MATERIALS FOR APPROVAL BEFOREMATERIALS ARE APPLIED ON THE JOB.

4. PAINT ALL INTERIOR & EXTERIOR EXPOSED PIPING. VERIFY COLOR W/ ARCHITECT.

5. PAINT ANY VENTS, GRILLES, PIPING, FEC, ETC... SAME COLOR AS ADJACENT WALL.GEN

ERAL

3. ALL ALUM. WALKWAY COVERS AND SUN CONTROL DEVICES ARE TO BE CLEAR ANODIZED, UON. REFER TO COLOR SCHEDULE.

5. ALL EXTERIOR METAL SHALL BE FINISHED AS FOLLOWS:

6. AT ALL WALLS BEHIND DRINKING FOUNTAINS TO BE CERAMIC TILE OR PAINT, REFER TO INTERIOR ELEVATIONS.

6. ALL EXP COUNTER FLASHING, PIPE SUPPORTS AND MISC. FLASHING TO COORDINATE WITH EXTERIOR WALL FINISH. COLORS TOBE VERIFIED BY ARCHITECT.

7. ALL CASEWORK DOOR, DRAWER, AND SHELF EDGES AND COUNTERTOPS ARE TO HAVE 3MM PVC EDGEBANDING. THIS IS TO BE A CUSTOM MATCH TO THE COLOR, PATTERN, AND TEXTURE OF ADJACENT LAMINATE ON ALL SURFACES.

8. ALL WET AREAS TO HAVE EPOXY PAINT.

9. ALL INTERIOR EXPOSED CONCRETE TO BE SEALED, UNLESS OTHERWISE NOTED. REFER TO ROOM FINISH SCHEDULE FOR FINISH.

PM

1. NOTE: ALL COLORS SHOWN IN COLOR SCHEDULES ARE SUBJECT TO CHANGE. FIELD VERIFICATION BY ARCHITECTAND OWNER WILL OCCURS BEFORE FINAL PAINT COLORS ARE SELECTED. CONTRACTOR TO PROVIDE COLOR SAMPLESTO MATCH EXISTING COLORS, TYP.

10. ALL PAINT COLORS AND VCT COLORS ARE SUBJECT TO CHANGE. BASED ON EXISTING FINISHES. MATCH EXISTING FINISH COLORS.

6. AT ALL CERAMIC TILE OUTSIDE CORNERS & CERAMIC TILE TOP, WHERE THERE IS NO TACK STRIP, PROVIDE SCHLUTER STRIP. RE: SPECS

11. ALL GYP BD STUD WALL STORAGE TO BE PAINTED INSIDE.

3 5/8" STL FRAMING (UON)

ADA COMPLIANT FIREEXTINGUISHER CABINET (REFSPEC)

1 5/8" STL FRAMING, TYP

1 LAYER 1/2" TYPE X GYP BD ATINSIDE OF STUD

1 LAYER 5/8" TYPE XGYP BD AT EACH SIDE

3 5/8" STL FRAMING (UON)

4' -

8" A

FF T

OP

OF

RO

9" M

AX

FIN FL

B

4" MAX.

36"x84"x24"

SIZETYPE

MS-1

ADJ.

ADJ.

ADJ.

FIXED

SEE A7 PLANSHEETS FORLOCATIONS

ADJ.

ISOMETRIC NTS

7' -

0"

BRACE METAL SHELVING TO WALL

MS-2 48"x84"x24"

ROOM FINISH SCHEDULE REMARKS:1. NOT USED2. PAINT EXPOSED STRUCTURE.3. NOT USED4. NOT USED5. NOT USED6. NOT USED7. SEE ROOM FINISH PLANS FOR EXACT AREA TO RECEIVE NEW FINISH.8. NO NEW FINISH IN THE AREA.9. PAINT EXISTING AND NEW GYP BD SOFFIT WITH SCHED. PAINT.

ROOM FINISH ABBRVIATIONS:CPT - CARPETRBR - RUBBER BASECT - CERAMIC WALL TILE/CERAMIC FLOOR TILEVCT - VINYL COMPOSISTION TILELVT - LUXURY VINYL TILEGYP - GYPSUM BOARDPNT - PAINTEPNT - EPOXY PAINT

GENERAL ROOM FINISH SCHEDULE NOTES

1 UNLESS NOTED OTHERWISE, INTERIOR UNDESIGNATED PAINTED: GYPSUM BOARD WALLS PT-X

GYPSUM BOARD SOFFITS & BULKHEADS PT-XCMU WALLS PT-XHOLLOW METAL DOOR & FRAMES PT-XEXPOSED STEEL (COLUMNS, BEAMS, LINTELS, ETC) PT-XEXPOSED STEEL (GUARD & HANDRAILS) PT-X

2 UNLESS NOTED OTHERWISE, EXTERIOR UNDESIGNATED PAINTED:HOLLOW METAL DOORS & FRAMES PT-XEXPOSED STEEL (COLUMNS, BEAMS, LINTELS, ETC) PT-X

ROOF TOP EQUIPMENT (MECH EQUIP, SPEAKERS, ETC) PT-XGUARD RAILS, POSTS, SCREENS PT-X

3 PATCH REPAIR & PREPARE ALL EXISTING WALLS TO RECEIVE NEW FINISHES.

4 PROVIDE NEW RUBBER BASE AT ANY NEW WALL LOCATIONS.

5 UNLESS NOTED OTHERWISE, CERAMIC WALL TILE TO COVER FULL WALL HEIGHT.

1

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BRYAN ISD


MATERIAL LEGEND &ROOM FINISH SCHEDULE

A801214000308

06/22/16

Author

1" = 1'-0"A1FIRE EXTINGUISHER CABINET SECTION

3/8" = 1'-0"A4METAL SHELVING

ROOM SCHEDULE

ROOM # ROOM NAME FLOOR BASEWALLS

REMARKSNORTH EAST SOUTH WEST

101 WAITING CPT RBR PNT PNT PNT PNT 7102 REC CPT RBR PNT PNT 7111 ART NO WORK RBR PNT 7112 ELEC NO WORK RBR PNT113A KILN/ART STOR LVT RBR PNT PNT PNT PNT113B MUSIC STOR LVT RBR PNT PNT PNT PNT116 MUSIC NO WORK RBR PNT 7134 WASH AREA NO WORK PNT PNT 7150 CAFETERIA CT CT CT/PNT 2,7151 SERVING AREA CT CT CT CT CT CT 7163 4TH GRADE - R RBR PNT PNT PNT PNT177 LIBRARY NO WORK RBR PNT 7188 3RD GRADE - R NO WORK RBR PNT PNT PNT PNT189 3RD GRADE - R CPT RBR PNT PNT PNT PNT 9191 CORRIDOR 8315 KINDERGARTEN NO WORK RBR PNT PNT 7316 MECH SL CONC RBR PNT PNT PNT PNT317 PRE-K CPT RBR PNT PNT PNT PNT318 TLT CT CT CT/EPNT CT/EPNT CT/EPNT CT/EPNT 7319 STOR LVT RBR PNT PNT PNT PNT320 STOR LVT RBR PNT PNT PNT PNT321 PRE-K CPT RBR PNT PNT PNT PNT322 TLT CT CT CT/EPNT CT/EPNT CT/EPNT CT/EPNT 7323 TLT CT CT CT/EPNT CT/EPNT CT/EPNT CT/EPNT 7324 STOR LVT RBR PNT PNT PNT PNT325 PRE-K CPT RBR PNT PNT PNT PNT326 PRE-K CPT RBR PNT PNT PNT PNT327 STOR LVT RBR PNT PNT PNT PNT328 TLT CT CT CT/EPNT CT/EPNT CT/EPNT CT/EPNT 7329 TLT CT CT CT/EPNT CT/EPNT CT/EPNT CT/EPNT 7330 PRE-K CPT RBR PNT PNT PNT PNT331 ELEC SL CONC RBR PNT PNT PNT PNT332 DATA SL CONC RBR PNT PNT PNT PNT334 STOR LVT RBR PNT PNT PNT PNT335 GIRLS CT CT CT/EPNT CT/EPNT CT/EPNT CT/EPNT336 BOYS CT CT CT/EPNT CT/EPNT CT/EPNT CT/EPNT337 CORRIDOR CPT RBR CT CT CT CT338 CORRIDOR CPT RBR CT CT CT CT339 CORRIDOR CPT RBR CT CT CT CT 7410 KITCHEN 7

1 03/17/16 ADDENDUM #1

6' M

B16'

MB1

6' M

B16'

MB1

6' M

B1

6' M

B16'

MB1

6' M

B16'

MB1

8' M

B1

6' M

B1

DN

8' M

B1

8' M

B1

8' M

B1

8' M

B1

8' M

B1

8' M

B1

G

T

5 6 87

F

I

II

E

1 2 4

C

B

A

H

D

1.5 3

PRE-K326

PRE-K317

TLT328

TLT322

TLT323 STOR

324STOR327

TLT318

KINDERGARTEN314

KINDERGARTEN309

KINDERGARTEN308

KINDERGARTEN312

KINDERGARTEN315

STOR313A

TLT313B STOR

310

STOR308B

TLT308A

TLT312A

TLT314A

TLT309A

STOR309B

JAN CL311

MECH307

ELEC306

STOR305

TECH TLT302

TECH CLOS303

STOR304

CORRIDOR300

ELEC331

DATA332

STOR334

STOR319

STOR320

MECH316

PRE-K330

CUBBIE

CU

BBI

EC

UB

BIE

CUBBIE

CU

BBI

E

CUBBIE

CU

BBI

E

CUBBIE

CU

BBI

E

CUBBIE

CORRIDOR300

PRE-K325

PROJECTOR

PNT

PNT

PRE-K321

CORRIDOR337

CORRIDOR338

CORRIDOR339

GIRLS335

BOYS336

CT/PNT

CT/PNT

CT/PNT

A811 G8F8

TLT329

A811E8 A811 E8

CT7 FLR FIN

CT3 (FIELD) CT3

CT3CT3

CT3

CT3

E9

RE:

E9/A

811

CT1 (NO TACK STRIP)

CT1 (NO TACK STRIP)

CT1,NO TACK

CT7 FLR FINCT7 FLR FIN CT7 FLR FIN

CT7 FLR FIN

CT7 FLR FINCT7 FLR FIN

A201-AD1

A201-A

F1

A201-A

C1

A201-A A1

1 2 3 4

D

E

H

1.5

A

B

C

E1 E2 E4E3

EB

EB.5

EC.2

ED

EC.4

EC.5

CPT/ WALK OFF CPT

CT

SCHED FLOOR FINISH, RE:ROOM FINISH SCHEDULE

FLOOR FINISH LEGEND

SEALED CONCRETE

LVT

EXISTING TO REMAIN

2"4'

- 8"

4"

5' -

2"

2" TACK STRIP, TYP

8X8" CT1 (FIELD) 8X8" CT2 (ACCENT) 4" RESILIENT RUBBER BASEAS SCHEDULED

2" TACK STRIP, TYP

NOTE: SCHED SCHLUTER STRIP AT TOP OFWAINSCOT AT WHERE NO TACK STRIP INSTALLED, TYP

8X8" CT1 (FIELD) 8X8" CT2 (ACCENT) 4" RESILIENT RUBBER BASEAS SCHEDULED

2"

4' -

8"

4"5'

- 2"

4' -

7 1/

4"

EPOXY PNT

2X2" CT7 (COVE BASE)

4 1/4" X 4 1/4"CT4 (GIRLS RESTROOM) (ACCENT)CT5 (BOYS RESTROOM) (ACCENT)

4 1/4" X 4 1/4"CT3 (FIELD)

NOTE: SCHED SCHLUTER STRIP AT TOP OFWAINSCOT AT WHERE NO TACK STRIP INSTALLED, TYP

4 1/4" X 4 1/4"CT3 (FIELD)

EPOXY PNT

2X2" CT7 (COVE BASE)

5' -

8"5"

6' -

1"

4 1/4" X 4 1/4"CT4 (GIRLS RESTROOM) (ACCENT)CT5 (BOYS RESTROOM) (ACCENT)

N

A BC

D

1

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SHEET TITLE:

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CONSTRUCTION SET

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As indicated

BRYAN ISD


ROOM FINISH PLAN -AREA 'A'

A811214000308

06/22/16


1/8" = 1'-0"G8INTERIOR ELEVATION - CORRIDOR

1/8" = 1'-0"F8INTERIOR ELEVATION - CORRIDOR

1/4" = 1'-0"E8TYP. TOILET FINISH ELEVATION

1/4" = 1'-0"E9TYP TOILET TILE FINISH ELEVATION @ SINKS

UP

x1

x2

x3

x4

x5

x7

x9

1716

NOPQ

R

G

T

15

1312118

FF

F

I

II

9 10 14

CLASSROOM119

STOR305

TECH TLT302

ART111

CLASSROOM124

MECH120

STOR121

STOR123

STOR122

PRINCIPAL106

COUNS110

PRIN SEC400

CORRIDOR202

STOR201

PDS402

TEACHER WORKROOM403

BMS404

FREEZERREFRIG

MECH & ELEC415

DRY STOR414

STAFF LOCK409

STAFF TLT408

MECH407

MECH RM153

JAN411

OFFICE412

NURSE132

ELEC208

SERVING AREA151



MUSIC116

KILN/ART STOR113A

ELEC112

WASH AREA134

8 X 8" CERAMIC TILEON WALL BEHIND FS EQUIP

15' - 0" x 6 '- 6" HIGH

STEAMER

KETTLES

BRAISING PAN

PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

KITCHEN410

CT

CAFETERIA150

WAITING101

CORRIDOR191

REC102

PNT

MUSIC STOR113B

PNT

PNT A812G1

A812G3CT

FULL HTCT

FULL HT

CTFULL HT

CTFULL HT

CTFULL HT

CT

FULL

HT

CT

FULL

HT

LVT2FLRFIN

LVT2FLRFIN

QT FLR FIN

CPT-2

CPT-1

A712 G4

CPT/ WALK OFF CPT

CT

SCHED FLOOR FINISH, RE:ROOM FINISH SCHEDULE

FLOOR FINISH LEGEND

SEALED CONCRETE

LVT

EXISTING TO REMAIN

5"9'

- 0"

8" X 8" CT1 (FIELD)

QT BASE

8"X8" CT6 (ACCENT)VERIFY W/ FOOD SERVICE VENDOR, TYP15' - 4"

VER

IFY

W/ F

OO

D S

ERVI

CE

VEN

DO

R, T

YP6'

- 0"

4" RESILIENT RUBBER BASEAS SCHEDULED

9' -

0"4"

PNT

8X8" CT1 (FIELD)

N

A BC

D

1

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SHEET TITLE:

KEY PLAN (NTS)

CONSTRUCTION SET

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

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BRYAN ISD


ROOM FINISH PLAN -AREA 'B'

A812214000308

06/22/16

Author


1/4" = 1'-0"G1INTERIOR ELEVATION @ SERVING 151

1/4" = 1'-0"G3INTERIOR ELEVATION @ SERVING AREA 151

12' MB112' MB1

6' M

B16'

MB1

6' M

B16'

MB1

6' M

B1

8' M

B1

UP

x1

x2

x3

x4

x5

x7

x9

x10

1716 1918 20 21

XG JEE

R

G

T

FF

F

I

II

TBTB

BOOK STOR179

TLT182

TLT183

TLT187

CORRIDOR202

MECH207STOR

201

CORRIDOR206

WING D CORRIDOR162

TLT196

ELEC208

CASEWORK TO MATCHEXISTING CLASSROOM?

3RD GRADE - R188 3RD GRADE - R

189

4TH GRADE - R163


MAIN TECH CLOS500

VIDEO178

MECH175

5TH GRADE174

SPECIAL ED172

5TH GRADE170

5TH GRADE168STOR

A213

STORA214

3RD GRADE190

3RD GRADE193

3RD GRADE194

3RD GRADE195

INTE

RA

CTI

VE S

CR

EEN

EXISTING PROJECTORAND SCREEN TO REMAININ THIS WALL

4 EXISTING COMPUTERSTATIONS

PROJECTOR

PROJECTOR

C CCC

LIBRARY177

PNT

PNT ON REPAIREDGYP BD SOFFIT

N

A BC

D

1

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SHEET TITLE:

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1/8" = 1'-0"Checker

BRYAN ISD


ROOM FINISH PLAN -AREA 'C'

A813214000308

06/22/16

Author

1/8" = 1'-0"1FIRST LEVEL FLOOR PLAN

d3jc3ahdjad7x7.cloudfront.net mb1 rack existing school new addition provide tree protection, typ....

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