d3jc3ahdjad7x7.cloudfront.net mb1 rack existing school new addition provide tree protection, typ....
TRANSCRIPT
6' M
B1
RAC
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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
2 3 4 5 6 7 8 9 10
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
H
G
F
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
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51:4
3 A
M
As indicatedCHECKER
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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
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
E
D
C
B
A
H
G
F
E
D
C
B
A
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
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
BOND BEAM AND SLOTTEDDEFLECTION ANCHORS AT4'-0" OC-RE: F3/A003
BOND BEAM AND SLOTTEDDEFLECTION ANCHORS AT4'-0" OC-RE: F3/A003
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
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
BOND BEAM AND SLOTTEDDEFLECTION ANCHORS AT4'-0" OC-RE: F3/A003
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
VENEER MASONRY OROTHER WALL FINISH
VENEER MASONRY OROTHER WALL FINISH
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
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
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
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\Loc
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51:4
3 A
M
3/4" = 1'-0"Checker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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
2" WIDE 16 GA STRAPS @ 24" OCSPANNING DECK FLUTE--OMIT STRAPS WHEN WALL ISPERPENDICULAR TO DECK
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
2" WIDE 16 GA STRAPS @ 24" OCSPANNING DECK FLUTE--OMIT STRAPS WHEN WALL ISPERPENDICULAR TO DECK
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
16 GAGE STUD BRACING @ 48"OC STAGGERED
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:
1
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SHEET TITLE:
CONSTRUCTION SET
2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
H
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F
E
D
C
B
A
H
G
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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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3/4" = 1'-0"Checker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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
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:
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
FIRST LEVELARCHITECTURAL DEMOPLAN - AREA 'A'
AD111214000308
06/22/16
Author
1/8" = 1'-0"A1FIRST LEVEL DEMOLITION PLAN
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
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 WALLS TO BE REMOVED
EXISTING WALLS TO REMAIN
REMOVE EXISTING DOORS,FIXTURES, AND MISC INDEMOLITION
EXISTING AREA
HATCH LEGEND
RENOVATED AREA
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.
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:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
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52:1
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As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
FIRST LEVELARCHITECTURAL DEMOPLAN - AREA 'B'
AD112214000308
06/22/16
Author
1/8" = 1'-0"A1FIRST LEVEL DEMOLITION PLAN
4
3
4
18
19
20
21
21
21
3RD GRADE - R189
3RD GRADE - R188
LIBRARY177
4TH GRADE - R163
3
1
26
22
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
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:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
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\Pub
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308_
CR
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.rvt
7/8/
2016
11:
52:1
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M
As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
FIRST LEVELARCHITECTURAL DEMOPLAN - AREA 'C'
AD113214000308
06/22/16
Author
1/8" = 1'-0"A1FIRST LEVEL DEMOLITION PLAN
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
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:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
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\Pub
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308_
CR
OC
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7/8/
2016
11:
51:4
5 A
M
1/16" = 1'-0"Checker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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
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:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
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s\21
4000
308_
CR
OC
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.rvt
7/8/
2016
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51:4
6 A
M
As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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
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
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:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
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As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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
4TH GRADE/SCIENCEA174
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
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
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:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
sers
\Pub
lic\D
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\Loc
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s\21
4000
308_
CR
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2016
11:
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As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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
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:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
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51:5
1 A
M
As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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
LEVEL 1 NEW ADDITION101' - 0"
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
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
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
sers
\Pub
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\Loc
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s\21
4000
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7/8/
2016
11:
51:5
5 A
M
As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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"
LEVEL 1 NEW ADDITION101' - 0"
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
LEVEL 1 NEW ADDITION101' - 0"
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"
LEVEL 1 NEW ADDITION101' - 0"
APC CEILINGAS SCHED.
SCHED. INTERIORWALL FINISH
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"
LEVEL 1 NEW ADDITION101' - 0"
NEW SIDEWALK, SEE:CIVIL PAVEMENT PLAN
SCHED. ALUM.STOREFRONT
SCHED. INTERIORWALL FINISH
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"
T.O.S. - EXISTING 12'-01/2"
112' - 0 1/2"
D
LEVEL 1 NEW ADDITION101' - 0"
SCHED. WALL
SCHED. WALL INFILL
F8A321
F1 TYP.
A321
LEVEL 1A100' - 0"
C
T.O.S. - 1A 14'-4"115' - 4"
T.O.S. - EXISTING 12'-01/2"
112' - 0 1/2"
D
LEVEL 1 NEW ADDITION101' - 0"
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"
T.O.S. - EXISTING 12'-01/2"
112' - 0 1/2"
3
T.O.S. - 1A 13'-5"113' - 5"
LEVEL 1 NEW ADDITION101' - 0"
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"
LEVEL 1 NEW ADDITION101' - 0"
1' -
0"
APC CEILINGAS SCHED.
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
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
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
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\Pub
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\Loc
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51:5
6 A
M
1/4" = 1'-0"Checker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
EXTERIOR WALLSECTIONS
A301214000308
06/22/16
Author
1/4" = 1'-0"A1WALL SECTION
1/4" = 1'-0"D6WALL SECTION
1/4" = 1'-0"A5WALL SECTION
1/4" = 1'-0"A7WALL SECTION
1/4" = 1'-0"A9WALL SECTION
1/4" = 1'-0"D1WALL SECTION
1/4" = 1'-0"D8WALL SECTION
1/4" = 1'-0"D4WALL SECTION
1/4" = 1'-0"A3WALL 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
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"MIN HEIGHT - LAP 4" MINOVER ROOFING
LIGHT-WT INSULATINGCONC ROOFINGSYSTEM (R-19 MIN)
STL SUPPORT FRAMING- REF STRUCT DWGS
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
LIGHT-WT INSULATINGCONC ROOFINGSYSTEM (R-19 MIN)
STL SUPPORT FRAMING- REF STRUCT DWGS
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
LIGHT-WT INSULATINGCONC ROOFINGSYSTEM (R-19 MIN)
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 INSULATINGCONC ROOFINGSYSTEM (R-19 MIN)
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
LIGHT-WT INSULATINGCONC ROOFINGSYSTEM (R-19 MIN)
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
LIGHT-WT INSULATINGCONC ROOFINGSYSTEM (R-19 MIN)
CLAMPING RING
SCHED ROOFEXTEND UNDERCLAMPING RING
DRAIN STRAINER
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
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
sers
\Pub
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\Loc
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s\21
4000
308_
CR
OC
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2016
11:
51:5
7 A
M
1 1/2" = 1'-0"Checker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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
REFER WALL TYPES FORWALL ASSEMBLY '52'
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"
REFER WALL TYPES FORWALL ASSEMBLY '51'
REFER WALL TYPES FORWALL ASSEMBLY '52'
7 1/2"
CONTINUOUS DAMPPROOFING UNDERSIDE
REFER WALL TYPES FORWALL ASSEMBLY '21'
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.
7/8" PCP OVER SELF-FURRING LATH
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 3-1/2"x3-1/2"X16GA CFMF CLIPANGLE - WELDED TOSTL EDGE ANGLE
CONT 2x6 PT WD BLOCKING - MECHATTACHED TO CLIP ANGLE
LIGHT-WT INSULATING CONCROOFING SYSTEM (R-19 MIN)
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
CONT FLEXIBLE VAPORRETARDER W/COMPRESSIBLE INSUL
2' -
0"
CONT DRIP FLASHING AND EDGETRIM - PER PLASTER MFR'S REQ.
7/8" PCP OVER SELF-FURRING LATH
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
LIGHT-WT INSULATING CONCROOFING SYSTEM (R-19 MIN)
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.
CONT FLEXIBLE VAPORRETARDER W/COMPRESSIBLE INSUL
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.
REFER WALL TYPES FORWALL ASSEMBLY '51'
BACKER ROD &SEALANT
1" 5"3 1/
2"3/
4"
CAST STONE
MTL CASING BEAD BYPLASTER MANUF
REFER WALL TYPES FORWALL ASSEMBLY '21'
1"
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
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
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File
s\21
4000
308_
CR
OC
KET
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H 1
4_C
ON
S SE
T_ja
ykim
.rvt
7/8/
2016
11:
51:5
7 A
M
1 1/2" = 1'-0"Checker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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"C3SECTION 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
1 1/2" = 1'-0"C5SECTION DETAIL
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
GYP BD FURROUT, SEEPLAN FOR WALL TYPE
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.
GYP BD FURROUT, SEEPLAN FOR WALL TYPE
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
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
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
al_R
evit_
File
s\21
4000
308_
CR
OC
KET
T_A
RC
H 1
4_C
ON
S SE
T_ja
ykim
.rvt
7/8/
2016
11:
51:5
8 A
M
As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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
PAPER TOWEL DISPENSER
PAPER TOWEL DISPENSER
FRAMED MIRRORABOVE SINK
FRAMED MIRRORABOVE SINK
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
PAPER TOWEL DISPENSER
PAPER TOWEL DISPENSER
FRAMED MIRRORABOVE SINK
FRAMED MIRRORABOVE SINK
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
TOILET TISSUEDISPENSER (TTD)
EQ EQ
TOILET TISSUEDISPENSER (TTD)
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
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
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
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9 A
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As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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"
REMOVABLE MULLIONAT EXTERIOR DOORS
4"
REF
SC
HED
REF
SC
HED
REF
SC
HED
2" 2" 2" 2" 2" 2"
FFE
REF SCHEDS5
REMOVABLE MULLIONAT EXTERIOR DOORS
7' -
0"
A3 REF SCHED
REMOVABLE MULLIONAT EXTERIOR DOORS
7' -
0"
A4
9' -
4"
REF SCHED
REMOVABLE MULLIONAT EXTERIOR DOORS
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
PAINTFILLEDDEMARCATION
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"
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
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.
PAINTFILLEDDEMARCATION
PLAM
RAISEDTEXT
PLAM
SIGN TYPE 'E'
ALL VISITORSMUST REPORTTO MAIN LOBBY EXIT
8"
8"
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
NOTES:
PLAM
PLAM
RAISEDTEXT
SIGN TYPE 'F'
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
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
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evit_
File
s\21
4000
308_
CR
OC
KET
T_A
RC
H 1
4_C
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ykim
.rvt
7/8/
2016
11:
51:5
9 A
M
As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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
VENEER MASONRY,REF ELEVATIONS
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
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 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"
5/8"X3 1/2" WOOD BLKG
SOUND INSUL AS SCHED
ALUM STOREFRONT SYSTEM
CONT 20 GA (0.036" MIN)STUD TOP TRACK
SHIM WITH CONT BACKERROD AND SEALANT ON BOTHSIDES
PROVIDE "J" MOLD ATGYP BD TERMINATION
5/8" GYP BOARDPER WALL TYPE
CORNER BEAD
5/8"X3 1/2" WOOD BLKG
SOUND INSULAS SCHED
ALUM STOREFRONT SYSTEM
BUILT-UP STL STUD JAMBPER JAMB SCHEDULE
SHIM WITH CONT BACKERROD AND SEALANT ON BOTHSIDES
PROVIDE "J" MOLD ATGYP BD TERMINATION
5/8"X3 1/2" WOOD BLKG
SOUND INSUL AS SCHED
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
VENEER MASONRY,REF ELEVATIONS
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
BUILT-UP CFMF JAMB -REF JAMB SCHEDULE
SHIM AS REQ'D W/BACKER ROD ANDSEALANT ON EACH SIDE
10"HT CAVITY DRAINAGEMATERIAL
EMBEDDED FLASHINGTO EXTEND MIN 4"ABOVE TOP OF CAVITYDRAINAGE MATERIAL
OPEN HEAD JOINTWEEPS AT 24"OC
LOOSE STEEL LINTEL(SEE SCHED)
SHIM AS REQ'D W/BACKER ROD ANDSEALANT ON EACH SIDE
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
SHIM AS REQ'D W/BACKER ROD ANDSEALANT ON EACH SIDE
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 METAL PANEL
EXISTING WALL, DEMO ASREQUIRED FOR DOOROPENING
EXISTING APC CEILING
BUILT-UP CFMF JAMB -REF JAMB SCHEDULE
SHIM AS REQ'D W/BACKER ROD ANDSEALANT ON EACH SIDE
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 METAL PANEL
ALUM STOREFRONT SYSTEM
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
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. 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"
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 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"
5/8"X3 1/2" WOOD BLKG
SOUND INSUL AS SCHED
ALUM STOREFRONT SYSTEM
BUILT-UP STL STUD JAMBPER JAMB SCHEDULE
SHIM WITH CONT BACKERROD AND SEALANT ON BOTHSIDES
PROVIDE "J" MOLD ATGYP BD TERMINATION
5/8"X3 1/2" WOOD BLKG
SOUND INSUL AS SCHED
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
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
al_R
evit_
File
s\21
4000
308_
CR
OC
KET
T_A
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ykim
.rvt
7/8/
2016
11:
52:0
1 A
M
As indicatedJS
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
al_R
evit_
File
s\21
4000
308_
CR
OC
KET
T_A
RC
H 1
4_C
ON
S SE
T_ja
ykim
.rvt
7/8/
2016
11:
52:0
6 A
M
As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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
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
EXISTING CEILING TOREMAIN IN THIS AREA
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.
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 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
ALUM STOREFRONT SYSTEM
WOOD SHIM WITH CONTBACKER ROD ANDSEALANT ON BOTH SIDES
PROVIDE "J" MOLD ATGYP BD TERMINATION
5/8"X3 1/2" WOOD BLKG
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:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
al_R
evit_
File
s\21
4000
308_
CR
OC
KET
T_A
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H 1
4_C
ON
S SE
T_ja
ykim
.rvt
7/8/
2016
11:
52:0
8 A
M
As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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.
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
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:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
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evit_
File
s\21
4000
308_
CR
OC
KET
T_A
RC
H 1
4_C
ON
S SE
T_ja
ykim
.rvt
7/8/
2016
11:
52:0
9 A
M
As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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'.
6. FLOOR MATERIAL CHANGES BETWEEN ROOMS TO OCCUR UNDER DOOR.
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
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:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
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evit_
File
s\21
4000
308_
CR
OC
KET
T_A
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H 1
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ykim
.rvt
7/8/
2016
11:
52:1
0 A
M
As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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
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'.
6. FLOOR MATERIAL CHANGES BETWEEN ROOMS TO OCCUR UNDER DOOR.
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 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:
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:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
al_R
evit_
File
s\21
4000
308_
CR
OC
KET
T_A
RC
H 1
4_C
ON
S SE
T_ja
ykim
.rvt
7/8/
2016
11:
52:1
1 A
M
As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
FIRST LEVEL 'AREA B'CASEWORK/MILLWORK,EQUIPMENT PLAN
A712214000308
06/22/16
Author
1/8" = 1'-0"A1FIRST LEVEL FLOOR PLAN
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
4TH GRADE/SCIENCEA174
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.
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'.
6. FLOOR MATERIAL CHANGES BETWEEN ROOMS TO OCCUR UNDER DOOR.
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
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
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
al_R
evit_
File
s\21
4000
308_
CR
OC
KET
T_A
RC
H 1
4_C
ON
S SE
T_ja
ykim
.rvt
7/8/
2016
11:
52:1
1 A
M
As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
FIRST LEVEL 'AREA C'CASEWORK/MILLWORK,EQUIPMENT PLAN
A713214000308
06/22/16
Author
1/8" = 1'-0"A1FIRST LEVEL FLOOR PLAN
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
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'.
6. FLOOR MATERIAL CHANGES BETWEEN ROOMS TO OCCUR UNDER DOOR.
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
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
H
G
F
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
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308_
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7/8/
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As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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)
CT4 CERAMIC TILE (ACCENT)
CT5 CERAMIC TILE (ACCENT)
CT6 CERAMIC TILE (ACCENT)
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"
=48" MAX TO TOP OF BOX
=15" MIN TO BOT OF BOX
COORD W/ARCHITECT
AS REQ'D, VERIFY W/ ARCH
=15" MIN TO BOT OF BOX
AS REQ'D, VERIFY W/ ARCH
AS REQ'D, VERIFY W/ ARCH
=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
=42" MAX TO TOP OF BOX
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
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
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
al_R
evit_
File
s\21
4000
308_
CR
OC
KET
T_A
RC
H 1
4_C
ON
S SE
T_ja
ykim
.rvt
7/8/
2016
11:
52:1
2 A
M
As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
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
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:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
al_R
evit_
File
s\21
4000
308_
CR
OC
KET
T_A
RC
H 1
4_C
ON
S SE
T_ja
ykim
.rvt
7/8/
2016
11:
52:1
3 A
M
As indicated
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
ROOM FINISH PLAN -AREA 'A'
A811214000308
06/22/16
1/8" = 1'-0"A1FIRST LEVEL FLOOR PLAN
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
EXISTING CASEWORKTO REMAIN
EXISTING CASEWORKTO REMAIN
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
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:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
al_R
evit_
File
s\21
4000
308_
CR
OC
KET
T_A
RC
H 1
4_C
ON
S SE
T_ja
ykim
.rvt
7/8/
2016
11:
52:1
4 A
M
As indicatedChecker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
ROOM FINISH PLAN -AREA 'B'
A812214000308
06/22/16
Author
1/8" = 1'-0"A1FIRST LEVEL FLOOR PLAN
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
4TH GRADE/SCIENCEA174
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
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:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
06/22/16
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
al_R
evit_
File
s\21
4000
308_
CR
OC
KET
T_A
RC
H 1
4_C
ON
S SE
T_ja
ykim
.rvt
7/8/
2016
11:
52:1
4 A
M
1/8" = 1'-0"Checker
BRYAN ISD
CROCKETT ELEMENTARYADDITIONS ANDRENOVATIONSBRYAN, TEXAS
ROOM FINISH PLAN -AREA 'C'
A813214000308
06/22/16
Author
1/8" = 1'-0"1FIRST LEVEL FLOOR PLAN