veneer masonry construction exterior cmu … · chbd, mkbd & tkbd (measured flr. to bott. of...

2' -

3" M

IN

2' -

3" M

IN

TYPICAL FRONT ELEVATION TYP SIDE ELEVATION

2' -

10"

TOP OF RIM

9"

TYPICAL PLAN

TYPICAL BARRIER FREE LAVATORY

COUNTER

30" X 48"CLEAR SPACE

COUNTER

2' -

10 3

/8"

TYPICAL MOUNTING HEIGHTS

MOP &BROOM HOLDER

CLOCK BRAILLECHARACTER

FIREVALVECABINET

ELECTRICALPANEL ORCABINET

ELECTRICALPANEL ORCABINET

UNLESS NOTED OTHERWISE NOTE: COORDINATE ALL ELECTRICAL ITEMS W/ CASEWORK, DISPLAY BOARDS, MIRRORS & ACOUSTICAL MATERIAL AS INDICATED ON THE PLANS, CASEWORK ELEVATIONS & INTERIOR ELEVATIONS (TYP).

1' -

6"

MIN10"

5' -

0"

1' - 0" MIN

MIN

1' -

6"

4' -

0"

ELECTRICALOUTLET,TELEPHONE,AND/OR CABLEJACK

DUPLEXRECEPTACLEIN TOILETROOM

SIGNAGE

DOOR &FRAME

DOOR &FRAME

CL DOOR

FIREEXTINGUISHER(WALL MTD)

EXTERIORWALLMOUNTEDSIGN

LIGHTSWITCH ORTHERMOSTAT

PUSHBUTTON

MECHANICALPANELS INFINISHEDSPACES

FIREALARMPULLSTATION

STANDARDPAPER TOWELDISPENSERW/TRASHRECEPTACLE

CARDREADER

AUTOMATICDOORSWITCHPAD

WALLMOUNTEDSOAPDISPENSER

BARRIERFREEPAPERTOWELDISPENSER

SANITARYNAPKINDISPENSER

DOOR &FRAME

CL DOOR

2"

3' -

9"

8' -

0"

6' -

0"

5' -

4"

4' -

6"

EXIT LIGHTSABOVEDOORS

SWITCH ORWALL OUTLETABOVE BASECABINET

SPEAKER ORFIRE ALARMHORN ORSTROBE

EXIT

3' -

4"

ELECTRIC HANDDRYER

DOOR &FRAME

TYPICAL CLUSTER OF CONTROLS ELEVATIONNOTE: EXCEPT WHERE THERE IS SIDELITE TO THEDOOR, THEN LOCATE CONTROLS ON ADJACENTWALL CLOSEST TO DOOR, CLEAR OF DOOR SWING,UNLESS NOTED OTHERWISE.RE: INTERIOR ELEVATIONS

GROUP & ALIGN TOP OFWALL-MOUNTED PHONES,LIGHT SWITCHES, THERMOSTATS,SPEAKER VOLUME CONTROLS, ETC.

4"

80" M

IN -

96" M

AX

3'-0

" MAX

2'-9

" MIN

FFL

FFL 35" M

AX T

O R

EFLE

CTI

VE S

UR

FAC

E

ACCESSIBLE MIRRORELEVATION

FIREEXTINGUISHERCABINET (RECESSIN WALL)

4' -

8"

FIREEXTINGUISHERCABINET(SURFACE MTD)

MAX

1' -

6"

ROBE HOCK ACCESSIBLE ROBEHOCK

4' -

0"

DOOR &FRAME

DOOR HARDWARE(MEASURED FLR. TOCENTER OF HARDWARE)

3' -

4" K

NO

B

3' -

6" P

ULL

HAN

DEL

3' -

9" P

USH

PLA

TE

3' -

6" P

ANIC

EXI

T

SHELF

ROD

SHELF & ROD

SOUND SYSTEMCALL SWITCHES

COUNTER TOP

2' -

10"

CHBD, MKBD & TKBD (MEASUREDFLR. TO BOTT. OF BOARD)

3' -

0"

3' -

0"

3' -

6"

PENCIL SHARPENER(MEASURED FLR. TOT.O. 8"x8" WD BLK)

TOP OF TACTILECHARACTER

GRAB BARS

TOILETCOMPARTMENT

42" MIN LATCHAPPROACH, OTHERAPPROACHES 48"MIN

5' - 0" CLEAR MIN

32" CLEARDOOR

5' -

1" M

IN

3' -

0" M

IN1'

- 0"

3' - 0" MIN6" MAXFLUSH VALVE

CONTROLS ON WIDESIDE OF TOILET AREA

1' - 6"

NOTE: REFER SIDE AND FRONT ELEVATIONS

REFER MEPDRAWINGS FORLOCATION OF PIPING

SNDU AT WOMEN'SRESTROOMS ONLY

TOILETCOMPARTMENT

SEE PLAN

5' -

1" M

IN

TOILET TISSUEDISPENSER (TTD)

GRAB BARS


42" MIN LATCHAPPROACH, OTHERAPPROACHES 48" MIN

3' - 0"

32" CLEARDOOR

5' -

1" M

IN

3' -

0" M

IN1'

- 0"


TOILETCOMPARTMENT

EQ EQ

TYPICAL END OF ROWACCESSIBLE

TYPICAL TYPICAL AMBULATORY

TYPICAL STANDARD TOILET LAYOUTS

17" -

19"

3' - 0" 6" MAX

2' -

10"

1' - 6"FINISH FLOOR

1' - 0" MAX 3' - 6" MIN

2' -

10"

TOILET PAPERDISPENSER

FINISH FLOOR

3' - 4"

1' -

6"3'

- 3"

TYPICAL ELEVATION ATACCESSIBLE TOILET

TYPICAL SIDE WALLELEVATION AT ACCESSIBLE

TOILET

GRAB BARS

3' -

0" M

IN

3' - 0" MIN

FLUSH VALVECONTROLS ON WIDESIDE OF TOILET AREA

1' - 8"

SEE PLAN

SEE

PLAN

TYPICAL ACCESSIBLESINGLE TOILET ROOM

5' - 0"



EQ EQ



2' - 10"

2' -

8"

2' - 0"

1' -

5"

4' -

0"

3"

TYPICAL SIDE WALLELEVATION AT TOILET




17" -

19"

1' - 6"



TYPICAL ELEVATION AT TOILET

WALL WALL OR PARTITIONREF PLAN

WALL



FINISH FLOOR FINISH FLOOR

WALL OR PARTITIONREF PLAN

GRAB BARS GRAB BARS

17" -

19"

2' - 0"

1' -

5"

17" -

19"

2" M

IN

2" M

IN

TYPICAL FRONT ELEVATION TYP SIDE ELEVATIONTYPICAL PLAN

TYPICAL URINAL LAYOUT

1' -

5"

1' -

9"

1' -

0"5'

- 0"

3' - 0" MIN

1' - 6" 1' - 6"

WALL, TOILETPARTITION, ORURINAL SCREEN(RE: PLAN)

30" x 48"CLEAR SPACE

URINAL SCREEN

1' - 2"

URINAL SCREEN

WALL

MAX

1' -

11"

TYPICAL FRONT ELEVATION TYP SIDE ELEVATIONTYPICAL PLAN

TYPICAL DRINKING FOUNTAIN

1' - 5" MIN

2' -

4" M

IN

30" X 48"CLEAR SPACE

3' -

4" M

AX

2' -

10" M

AX

WALL BEYOND

4" MAX

1

ISSUE:

CHECKED:

SCALE:

Project #:

SHEET TITLE:

Final Plans for Bidding and Construction

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20 EAST GREENWAY PLAZASUITE 200

HOUSTON, TEXAS 77046

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As indicatedChecker

BRYAN INDEPENDENTSCHOOL DISTRICT

ARTHUR L. DAVILA MIDDLESCHOOL ADDITION

BRYAN, TEXAS

TYPICAL MOUNTINGHEIGHTS

A002214000309

8/24/15

Author

1" MAX

ANCHOR DEPTH=1/2 CMU

THICKNESSMIN

8" MAX 8" MAX

A003

A1A003

A1

2'-0"OVERLAP (MIN)

STEEL BEAM

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

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

BOND BEAM W/ 1-#4 TOP ANDBOTTOM

SLOPINGSTEEL BEAM

#4x12" REBAR ATEA CELL

CONT BONDBEAM

SECTIONELEVATION AT STEPPED BOND BEAM

A003

BF3

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

CEILING AS SCHED

FRAME

CONTINUE JOINTS TO TOP OF WALL ORINTERMEDIATE BRACING ATFLOOR/ROOF

MIN. 8" LINTELBEARING

FELT BOND BREAKABOVE AND BELOWANGLE FOR ENTIRELENGTH OF ANGLEEXTENSION

FRAME

CONTROL JOINT TOALIGN WITHFRAME-REF A1/A003

EMBEDDEDFLASHING W/PREFABRICATEDEND DAMS

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

CLEAR OPENINGWIDTH

66

CLEAR OPENINGWIDTH

5

4

3

2

5

4

3

2

MIN NUMBER OFSTUDS AT EACH JAMB

MIN NUMBEROF STUDS ATEACH JAMB

STUDS AT 16" OC STUDS AT 12" OC

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

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

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

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

4'-0" OR LESS

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

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

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

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

NOTES

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

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

1. PROVIDE 8" MINIMUM BEARING FOR ALL LOOSELINTELS.

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

CLEAR EXTERIOR ANGLES

L 6 x 4 x 5/16

L 4 x 4 x 1/4

FOR 4" MASONRYSPAN

5'-0"

8'-0"

OR LESS

NOTES

OR LESS

ROOF w/PARAPET

SECOND FLOOR

SEALANT WITHBACKER ROD

FACE BRICK

VENEER TIES ATMAX 16" OC EW

3/8"

RAKED JOINT WITHSEALANT EACH SIDE

EXTEND JOINTREINFORCING INTOINTERSECTING WALL

BACKER ROD ANDSEALANT EACH SIDE

REF. STRUCTURAL FORREINFORCING

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

FRAME

MASONRY VENEER CONTROLJOINTS TO ALIGN WITH FRAME

LOOSE LINTEL-REFERSCHEDULE

CONTINUE JOINTSTO TOP OF WALL

SLAB EDGE ANGLE - ALIGNWITH BACK OF STUD

14 GAGE SLIDE CLIPWELDED TO SLAB EDGEANGLE

CFMF BOX BEAM HEADER-REF: F7/A003

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

EDGE OF SLABDEFLECTION CLIPS-RE:A7/A003

6" CFMF STUDS 6" CFMF STUDS

REINFORCED CMU,REFER TO WALL TYPES

BOND BEAM AT TOPOF PARAPET

LEAVE 1" GAP BETWEENTOP OF CMU AND BOTTOMOF ROOF DECK

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

EDGE OF SLABDEFLECTIONCLIPS-RE: A7/A003

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

REFER B1/A003 FOR BONDBREAK AT LINTEL



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

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

WELD

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

ROOF w/o PARAPET

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

ROOF w/PARAPET ROOF w/o PARAPET

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

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

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

VENEER MASONRY OROTHER WALL FINISH


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

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

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

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

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

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

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

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

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

COMPRESSIBLE JOINTFILLER OR GASKET


SECOND FLOOR

LEAVE 1" GAP BETWEENTOP OF CMU AND BOTTOMOF FLOOR SLAB

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

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

INTERIOR WALL

INTERIOR OR EXTERIORWALL



FRAME

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

CMU LINTEL-REF. STRUCT

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

16"MIN.

16"MIN.

JOINT REINFORCING FIRSTJOINT BELOW SILLCONTINUOUS TO CONTROLJOINTS

REINFORCED CMU,REFER TO WALL TYPES

JAMB, SIZE ANDGAGE AS REQUIRED

BOXED HEADER, SIZEAND GAGE AS REQUIRED

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

12" MAX.

CHANNEL BRIDGING MAX.12" FROM TOP OF STUDS

CLIP ANGLE AND SCREWSAS REQUIRED

CFMF STUDS - SIZE ANDSPACING AS INDICATED

DEFLECTIONTRACK

W/FASTENERSAT EACH STUD

1" CLEARANCE BETWEENTOP OF STUD ANDDEFLECTION TRACK

A B

A53" = 1'-0"

TYPICAL CMU CONSTRUCTION

D31/4"=1'-0"

OPENINGS IN EXTERIOR CMU WALLS

DOOR AND WINDOW JAMB STUD FRAMING SCHEDULE

LOOSE STEEL ANGLE LINTEL FOR VENEER MASONRY

A93" = 1'-0"

TYPICAL CFMF CONSTRUCTION

D7NTS

OPENINGS IN EXTERIOR CFMF WALLS

F3NTS

CMU SLOTTED DEFLECTION ANCHOR

A7NTS

EDGE OF SLAB DEFLECTION CLIP

D11/4"=1'-0"

OPENINGS IN VENEER MASONRY

F7NTS

CFMF BOX BEAM HEADER

A31 1/2" = 1'-0"

EXTERIOR CMU CTL JTA1NTS

VENEER MASONRY CONTROL JOINT

B11 1/2" = 1'-0"

VENEER MASONRY CONTROL JOINT

EXTERIOR CFMF CONSTRUCTIONEXTERIOR CMU CONSTRUCTIONVENEER MASONRY CONSTRUCTION

B31 1/2" = 1'-0"

CMU WALL INTERSECTION

B7NTS

CFMF DEFLECTION TRACK

WINDOWWINDOW DOORDOOR

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

WINDOWDOOR

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CHECKED:

SCALE:

Project #:

SHEET TITLE:

KEY PLAN (NTS)


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3/4" = 1'-0"Checker



BRYAN, TEXAS

TYPICAL EXTERIOR WALLDETAILS

A003214000309

8/24/15

Author

MAX

18'

-0" W

ITH

6" C

MU

MAX

24'

-0" W

ITH

8" C

MU

MAX

12'

-0" W

ITH

4" C

MU

MAX

18'

-0" W

ITH

6" C

MU

MAX

24'

-0" W

ITH

8" C

MU

MAX

15'

-0" W

ITH

3 5

/8" S

TUD

SM

AX 2

0'-0

" WIT

H 6

" STU

DS

MAX

15'

-0" W

ITH

3 5

/8" S

TUD

SM

AX 2

0'-0

" WIT

H 6

" STU

DS

MAX

15'

-0" W

ITH

3 5

/8" S

TUD

SM

AX 2

0'-0

" WIT

H 6

" STU

DS

MAX

15'

-0" W

ITH

3 5

/8" S

TUD

SM

AX 2

0'-0

" WIT

H 6

" STU

DS

1"1"1"

MAX

18'

-0" W

ITH

6" C

MU

MAX

24'

-0" W

ITH

8" C

MU

MAX

10'

-0" W

ITH

6" C

MU

MAX

12'

-0" W

ITH

8" C

MU

MAX

10'

-0" W

ITH

6" C

MU

MAX

12'

-0" W

ITH

8" C

MU

1" 1"1"

1'-6" MAX

MAX

15'

-0" W

ITH

3 5

/8" S

TUD

SM

AX 2

0'-0

" WIT

H 6

" STU

DS

8" M

IN

8" M

IN

8" M

IN

8" M

IN

MAX

12'

-0" W

ITH

4" C

MU

MAX

18'

-0" W

ITH

6" C

MU

MAX

24'

-0" W

ITH

8" C

MU

8" M

IN

MAX

12'

-0" W

ITH

4" C

MU

MAX

18'

-0" W

ITH

6" C

MU

MAX

24'

-0" W

ITH

8" C

MU

16"MIN.

CONCRETE "U" BLOCK LINTELSREINFORCINGCLEAR SPANSECTION LINTEL WIDTH

4" M

IN

STRUCT STEEL JOIST OR BEAM

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

GYP BD EACH SIDE

BOND BEAM

FIRESAFING SEALANT AT FIRERATED WALLS

CMU WALL, TYP

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

TYPICAL WALL TO DECKLESS THAN 24' HIGH

TALL WALL TO DECKGREATER THAN 24'HIGHw/o INTERMEDIATESUPPORT

PARTIAL HEIGHT WALLTYPICAL WALL TODECKLESS THAN 20' HIGH

TALL WALL TO DECKGREATER THAN 20'HIGHw/o INTERMEDIATESUPPORT

PARTIAL HEIGHT WALL PARTIAL HEIGHT WALL

REINFORCE WITH#4 @ 40" OC

BOND BEAM AT TOPCOURSE

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

FURR AROUND JOIST OR BEAM WITHSTEEL STUDS TO MATCH WALLCONSTRUCTION

STUD WALL, TYP

RIGID CONNECTON TO STEEL DECKWITH FIRESAFING AT FIRE RATEDPARTITIONS

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

FILL CAVITIES WITH FIRESAFINGINSULATION

1 HR

2 LAYERS GYP BDFOR 2-HR WALLEACH SIDE

2 HR+

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

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

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

CMU WALL REFER WALLTYPES

NON-RATED WALLPARALLEL OR PERPENDICULARTO DECK

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

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

FILL CAVITY WITH ACOUSTICINSULATIONACOUSTIC SEALANT

ACOUSTIC WALLPARALLEL OR PERPENDICULARTO DECK

NON-RATED WALLPARALLEL OR PERPENDICULARTO DECK

CMU WALL REFER WALLTYPES

ACOUSTIC SEALANT

ACOUSTIC WALLPARALLEL OR PERPENDICULARTO DECK

CMU WALL REFERWALL TYPES

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

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

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

FILL CAVITY WITHFIRESAFING INSULATION1/2" FIRESTOP SEALANT

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

FILL CAVITY WITHACOUSTIC INSULATION

FILL CAVITY WITHACOUSTIC INSULATION

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

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

FASTEN GYP BD THRU STUDSMIN 3" BELOW TOP OF WALL


1 LAYER GYP BD EACH SIDE

BRIDGING - MAXIMUM 18"BELOW TOP OF STUDS

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

FASTEN GYP BD THRU STUDSMIN 3" BELOW TOP OF WALL


TALL WALL TO DECKGREATER THAN 24'HIGHw/ INTERMEDIATESUPPORT

CONTRACTOR'SOPTION

4" CMU FURRING ORCHASE WALL

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

6" OR 8" CMUBACKUP WALL

BOND BEAM ATTOP COURSE

SEE STUD WALLCONSTRUCTION FORINFILL

TALL WALL TO DECKGREATER THAN 20'HIGHw/ INTERMEDIATESUPPORT

WINDOW

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

CEILING AS SCHED

DOOR FRAME

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

CONTINUE JOINTS TO TOP OFWALL OR INTERMEDIATEBRACING AT FLOOR/ROOF

WINDOW FRAME

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

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

CEILING AS SCHED

CONTINUE JOINTS TO TOP OFWALL OR INTERMEDIATEBRACING AT FLOOR/ROOF

DOOR

INTERMEDIATESUPPORT

16 GAGE STUD BRACING @ 48"OC STAGGERED



INTERMEDIATESUPPORT

DOWEL INTOSLAB

D1/A004

D1/A004 D1/A004

D1/A004 D6/A004

D6/A004 D6/A004

F3/A003

A B C D E A B C D E F

REFER D1/A004 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

WINDOWDOOR

THESE 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:

N

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3/4" = 1'-0"Checker



BRYAN, TEXAS

TYPICAL INTERIOR WALLDETAILS

A004214000309

8/24/15

Author

10"

10"

10"

10"

10"

10"

10"

10"

1" CLR MIN

AT HUBS 1" CLR MIN

AT HUBS

5" 1" CLR MIN

AT HUBS

5"

5" 5"

5"

5" 5"5" 5"

5"5"

10"

5"5"

5" 1" CLR MINAT HUBS

5"

REF PLAN

REF PLAN

REF PLAN

GRID

GRIDGRID

GRID GRID GRID

GRID

GRID

GRID

GRID

GRID

GRID

GRID

GRID

GRID

GRID

TYP. COLUMN FURRING - CMU1" = 1'-0"



TYP. PIPE FURRING - STL STUDNTS

TYP. PIPE FURRING AT FIRST FLOOR COL - STL STUDNTS

TYP. PIPE FURRING AT SECOND FLOOR COL - STL STUDNTS

TYP. COLUMN FURRING - STL STUD1" = 1'-0"



TYP. STL STUD EXP JOINT COVER - NON RATED WALL1" = 1'-0"

TYP. STL STUD EXP JOINT COVER - FIRE RATED WALL1" = 1'-0"

TYP. CMU EXPANSION JOINT COVER1" = 1'-0"

LINE OF CMU ATWIND BRACING

4" CMU W/BULLNOSECORNERS

TYP. WALLINTERSECTION-RE: B3/A003

4" CMU WITH BULLNOSECORNERS

EXTERIOR WALLFINISH-REF WALLTYPE

LINE OF CMU ATWIND BRACING

LINE OF CMUAT WIND BRACING

4" CMU WITHBULLNOSECORNERS

LINE OF FURRING ATWIND BRACING

GYP BD COLUMN FURRINGON 3 5/8" STL STUDS

GYP BD COLUMNFURRING ON 3 5/8"STLSTUDS

CFMF REFER WALL TYPES

LINE OF FURRINGAT WIND BRACING

REFER MEP DRAWINGSFOR LOCATION OF PIPING

GYP BD PIPE FURRINGON 3 5/8" STL STUDS



5/8" GYP BD

FLOOR BEAM BELOW

GYP BD COLUMNFURRING ON 3 5/8" STLSTUDS

LINE OF FURRINGATWIND BRACING

EXTERIOR WALLFINISH-REF WALL TYPE

EXTERIOR WALLFINISH-REF WALLTYPE



GYP BD PIPE FURRINGON 3 5/8" STL STUDS


FLUSH MOUNTEDEXPANSION JOINTCOVER, BOTH SIDES

DBL STUD AT EASIDE OF EJ

SURFACE-MOUNTEDEXPANSION JOINTCOVER, BOTH SIDES

FIRESTOP BY JOINTCOVER MANUFACTURER

DBL STUDS ATEASIDE OF EJ

CLOSE STUDCAVITYWITH GYP BD

SURFACE-MOUNTEDEXPANSION JOINTCOVER, BOTH SIDES

FIRESTOP BY JOINTCOVER MANUFACTURERATFIRE RATED WALLS



A1 A2 A3

B1 B2 B3

D1 D2 D3

G1 G2 G3

MASONRY VENEER

HORIZ JOINT REINF W/VENEER TIES AT 16" OC

8" CMU

2

1' - 2" AT 21'-6" AT 18

1 1/2" CAVITY WALL INSUL ONBITUMINOUS DAMPPROOFING

EXTERIOR WALL

HORIZ JOINT REINF AT16" OC

WALL TYPE No '6' - 6" CMUWALL TYPE No '8' - 8" CMUWALL TYPE No '12' - 12" CMU

6 8

UL No. U905 (2-HR) WHEREINDICATED.REFER TO G102

12INTERIOR WALL

MASONRY VENEER

VENEER TIES AT 16" OCMAX HORIZ AND VERT

1 1/2" CAVITY WALL INSUL ONBITUMNIOUS DAMPPROOFING

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

21

7"

BITUMINOUS DAMPPROOFINGON 1/2" GLASS MAT GYPSUMSHEATHING

5/8" GYP BD

1' - 1" AT 6" CFMF

EXTERIOR WALL

UL No. U465 (1-HR) WHEREINDICATED.REFER TO G102

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

FULL THICKNESS FIRERESISTIVE BLANKETINSULATION WHEREINDICATED - SOUND ATTENBLANKET AT 24A & 26A & 28A

5/8" GYP BD EA SIDE

2624 25

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

5/8" GYP BD EACHSIDE

SEE PLAN

26A24A 25A

NOTE: 1/2" X 3/4" (MIN.)16GA CHANNEL BRACINGAT HORIZ. THIRD-POINTSIN LIEU OF 1 SIDE OF GYP.BD. AT CONCEALEDLOCATION. (NOT FIRE-RATED WALLS)

6"W X 18 GA STEEL STRAPSAT TOP, BOTTOM AND MID-POINT OF PANELS WHEREPLAM. PANELS ARESCHEDULED

INTERIOR WALL

FULL THICKNESS FIRERESISTIVE BLANKETINSULATION WHEREINDICATED - SOUND ATTENBLANKET AT 25A

1/2" X 3/4" (MIN) 16 GACHANNEL BRACING ATHORIZ. THIRD-POINTS

INTERIOR WALL

HORIZ JOINT REINF 16" OC

5/8" GYP. BD.W/ STAGGERED JOINTS

6A

2 1/2" MTL. STUDS AT 16" O.C.WITH 1/2"x3/4" (MIN.) 18 GACHANNEL BRIDGING AT 48"O.C. VERT. (HOLD 1/2" CLEAROF CMU) PROVIDE 3" SOUNDBATT INSULATION IN VOID

INTERIOR WALL

10 5/8"

6"

WIDTH TOMATCH

STUD SIZE

WIDTH TOMATCH

STUD SIZE

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.

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 ANDAT TOP AND BOTTOM OF GYPSUM BOARD ASSEMBLY WALLS TO FLOOR/ROOF DECKAND FLOOR.

4. REFER TO EXTERIOR ELEVATIONS AND WALL SECTIONS FOR ADDITIONALEXTERIOR VENEER 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 CENTERLINE OF LENTELS. DISCONTINUE BOND BEAMS INTO REINFORCED JAMBS ATOPENINGS IN WALLS 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/GANG TOILET STEEL STUDWALLS WITH GYP. BOARD, REFER TO DETAIL G6/A002.

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

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BRYAN, TEXAS

WALL TYPES & TYPICALPLAN DETAILS

A005214000309

8/24/15

Author

WALL TYPES

1" = 1'-0"

CONCRETE CURB DETAILG6

41

AR

42

43

AS

44

45 46

47 48 49

50

51

52 53

BG

BF

54 56 58 60 62

6261595755

63

BE

BD

BC

64

BB

BA

AZ

AY

AP

AN

65

66 67

68

69 70 71 72 73 74 75 76 77

38.1

36

33

29

24

20

RA

18

16

15

13

11

8

7

6

3

2

1

4

5

9

10

12

RB.K.

L

J.H.

G.F

E.D.

M.N.

P.

RS

TU.

V

W

Y

ZAA

AB

14

17

19

21

22

23

40

BJ

BL

BN

BP

BR

BS

BM

BK

BH

25

26

27

28

30

31

X

37

3839

RFRG

34

32

35

AJ

AK

AL

AM

AH

AG

AF

AE

AD

AC

AX

AV

AU

AW

AT

RE

A202

A1

A201E1

69.8 7876.1

BU

BV

71.3 75.472.1

BJ.0

BK.9

BM.9

BN.9

BP.8

BT

74.9

A201

A1

AN.1

BD.9

77.945.4 49.948.9

AN.2

AR.9

76.2

A201 G1

A201

A8

A202D5

A202 D1

A1A111

A5A111

E9A111

A8A113

A8A112

/A8 A113

/A8 A112

A201C1

A1A711

96

G7

PRACTICEA122

CHOIRA150

ENSEMBLEA151

OFFICEA152

CORRIDORA131

BLACK BOXB134

NEW LIFE SKILLSF104

I.S.S.E133

MECHANICALE134

WEIGHT ROOME136

STORAGEE138

VESTIBULEE135

BOILER ROOME139

CORRIDORJ100

CLASSROOM 1J101

CLASSROOM 2J102

CLASSROOM 3J103

READINGJ104

REPLACEMENT 803J105

REPLACEMENT 805J106

WAITINGJ107

V.P. OFFICEJ108

ELECT.J109

I.T.J110

CUST.J111

CORRIDORJ112

BOYSJ113

STAFF TOILETJ114

GIRLSJ115

TECH APP.J116

SCIENCE 2J117

PREPARATIONJ118

SCIENCE 1J119

MENSJ121

WOMENSJ122

CLASSROOM 4J123

CLASSROOM 5J124

CLASSROOM 6J125

FORIEGN LANGUAGEJ126

REPLACEMENT 812J127

RESOURCE 1J128

RESOURCE 2J129

CORRIDORJ120

CORRIDORJ147

EX. BOY'S SHOWERSE130

EX. BOY'S LOCKERSE129

EX. VEST.E122

FITNESS ROOME123

PRACTICE A124BA124B

BAND REHEARSAL (E)

STORAGEB134E

LIFE SKILLS TOILETF105

KITCHENETTEF106

UNIFORM STORAGEA154

STORAGEA153

PRACTICE A124AA124A

BAND STORAGE (E)A125

BAND LIBRARY (E)

ORCH. STORAGE (E)

PRACTICEA144

PRACTICE (E)A140

PRACTICE (E)A135

ELECT. (E) OFFICEA129

OFFICEA127

OFFICEE137

??

CORRIDORC108

??

PRINCIPAL OFFICEB102

CONFERENCEB120

OFFICEB122

RECEPTIONB105

EX. GIRLS LOCKERE103

EX. GIRLS SHOWERSE102

STORAGEE136A

WOODSHOP STORAGEH109A

A732

E3

E1

A732E8

A732C1

A1AS002

GENERAL PROJECT NOTES1 ALL 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 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.

3 PROVIDE INTERIOR AND/OR EXTERIOR SHORING, BRACING OR SUPPORT AS REQUIRED TO PREVENT MOVEMENT, SETTLEMENT, DAMAGE OR COLLAPSE OF STRUCTURE WITHIN CONTRACT LIMITS.

4 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.

5 THE SPECIFICATIONS AND DRAWINGS ARE INTENDED TO DESCRIBE AND PROVIDE FOR A COMPLETED PIECE OF WORK. THE CONTRACTOR SHALL FURNISH ALL LABOR AND EQUIPMENT NECESSARY FOR THE WORK AS CONTEMPLATED BY THE SPECIFICATIONS AND DRAWINGS. IT IS UNDERSTOOD AND AGREED BY THE CONTRACTOR THAT THE WORK DESCRIBED SHALL BE COMPLETE IN EVERY DETAIL, EVEN THOUGH EVERY ITEM NECESSARILY INVOLVED IS NOT PARTICULARLY MENTIONED.

6 THIS PROJECT INVOLVES CONSTRUCTION ADJACENT TO AN EXISTING STRUCTURE. CONTRACTORS, BY SUBMITTING A BID, ARE ASSUMED TO BE COMPLETELY FAMILIAR WITH THE EXISTING CONDITIONS OF THE BUILDING AS IT INFLUENCES THE WORK DESCRIBED IN THE CONSTRUCTION DOCUMENT. ABSOLUTELY NO CLAIMS FOR EXTRA COST WILL BE CONSIDERED FOR EXISTING CONDITIONS VISIBLE OR REASONABLY INFERABLE FROM A CAREFUL EXAMINATION OF THE EXISTING BUILDING.

7 NOTIFY THE ARCHITECT IMMEDIATELY IF A HIDDEN FIELD CONDITION IS UNCOVERED OR A DISCREPENCY IN THE CONTRACT DOCUMENTS IS FOUND THAT CONFLICTS WITH THE INTENDED FINAL PRODUCT & REQUIRES MODIFICATIONS TO THE LAYOUT.

CONSTRUCTION LEGEND:

CFMF WALLS (REFER TO WALL TYPES)

CMU WALLS (REFER TO WALL TYPES)

EXISTING AREA - NO WORK

EXISTING WALL

ALTERNATE

RENOVATED AREA

N

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1 2 3 4 5 6 7 8 9 10

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BRYAN, TEXAS

COMPOSITE FIRST LEVELPLAN - NEW &RENOVATION WORK

A011214000309

8/24/15

Author

1" = 20'-0"A1COMPOSITE FIRST LEVEL PLAN - NEW WORK

N

REFRIG.

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

2 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.

3 REFER TO DRAWING A005 FOR ALL INTERIOR PARTITION TYPES.

4 ALL EXTERIOR CMU WALL TO BE TYPE '2' UNLESS UNLESS NOTED OTHERWISE.

5 ALL INTERIOR CMU WALL TO BE TYPE '8' UNLESS UNLESS NOTED OTHERWISE.

6 ALL INTERIOR PARTITIONS TO BE TYPE '24A' UNLESS NOTED OTHERWISE.

7 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.

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

FLOOR PLAN GENERAL NOTES

AR

4243

AS

44 45 4647 48 49 50 51 52 53

BG

BFBE

BD

BC

BBBA

AZ

AY

AN

RA

AV

AU

AW

AT

45.4 49.948.9

AN.2

AR.9

CHOIRA150

ENSEMBLEA151

OFFICEA152

PRACTICEA122

CORRIDORA131

A151

A152

A150

A

A150

B

DA1 DA2 DA3

DAC

DA4

DAB

DA6

DA7

DA8 DA9

DA10

DA11 DA12

A153

A154

A124B

A129

A135

A140

A144

EX. CUSTODIAN

PRACTICE A124BA124B

UNIFORM STORAGEA154

STORAGEA153

A122

PRACTICE A124AA124A


PRACTICEA144

PRACTICE (E)A140

PRACTICE (E)A135

OFFICEA129 OFFICE

A1279'

- 0"

8' -

0"

6'-0" HIGHDECORATIVE METALFENCE & GATE WITHCARD READER

REMOVE DOORPATCH WALL

2' - 8"

2' -

0"

1' - 0"

6"

2' - 0"

E5A111

A9A301

S5

S5

12

12

12

37' - 8"

M O

4' - 0" 24' - 4" 9' - 0"

8' -

0"25

' - 8

" VER

IFY

IN F

IELD

12

12

A124A

1' - 6"4' - 0" 5' - 1 7/8" 4' - 0"

4' -

8"

A5A331

A5A331

OH

7' - 5 3/4" 10' - 11 1/4"

ALTERNATE AREA -SHOWN DASHED FOR CLARITY

A3A331

12

12

A148B

A148A

FEC

R

U.

14 17

NEW LIFE SKILLSF104


KITCHENETTEF106

F104A

25

11' -

8"

8"

A8A401

BG

36

RLN.

R

S

V

2223

40

BL

BM

3734AJ AH AG

AE

AD

RE

BLACK BOXB134 DRESSING RM

B134A

DRESSING RMB134B

DRESSING RMB134C

DRESSING RMB134D

STORAGEB134E

B134B

B134C

B134D

B134A

B134E

96


CONFERENCEB120

OFFICEB122

RECEPTIONB105

B102A

B120

B105B

B105A

B101A

4' -

9"4'

- 9"

4' -

9"7'

- 6"

CLEAR

6' - 0"

CLEAR

4' - 0"

22"X42"FIXEDBENCH

5' - 6"90.0

0°3'

- 2"

7' - 6"

ELECT. SECUREDDOOR W/ PUSH TOOPEN BUTTON ATRECEPTION DESK

S6

3' -

4"

WAITINGB104

2' - 0"

CLR1' - 6"

CLR1' - 6"

PAPER TOWELDISPENSER

A732E8

B101B

B101C

20

RL

18

RB. K.

L

17

19CORRIDOR

CORRIDOR

A501

A1

A148C

42

43 44

45

BG

BFBE

CORRIDOR

CORRIDORC108

A501

A2

A501 A3 A148A

A148B

3' -

6"





EXISTING WALL

ALTERNATE

RENOVATED AREA

NON-RATED WALLS TERMINATED A MINIMUM OF 8"ABOVE ADJACENT CEILINGS.

WALL TO DECK RATING LEGEND

1. RATED WALLS AND NON-RATED WALLS TO DECK ARE DESIGNATED ON THIS PLAN. ALL NON-RATED WALLS TO DECK TO HAVE 3" OF SOUND BATT INSULATION.

2. COLUMN ENCLOSURES NOT PART OF DESIGNED WALL TO SHALL TERMINATE A MINIMUM OF 8" ABOVE ADJACENT CEILINGS.

3. REFER TO A004 FOR TYPICAL EXTERIOR WALL CONSTRUCTION DETAILS.

4. REFER TO A005 FOR TYPICAL INTERIOR WALL CONSTRUCTION DETAILS.

NOTES:

N

E

DC

AB

FG

H

J

1

ISSUE:

CHECKED:

SCALE:

Project #:

SHEET TITLE:

KEY PLAN (NTS)


2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

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As indicatedChecker



BRYAN, TEXAS

FIRST LEVEL FLOOR PLAN- AREA A, B & F

A111214000309

8/24/15

Author

1/8" = 1'-0"A1FIRST LEVEL PLAN - AREA A

1/8" = 1'-0"E9FIRST LEVEL PLAN - AREA F

1/8" = 1'-0"A5FIRST LEVEL PLAN - AREA B

N

NN

1/4" = 1'-0"E7FIRST LEVEL PLAN - AREA A

1/4" = 1'-0"E5FIRST LEVEL PLAN - AREA A

NN

AR

AS

53

BF

54 56 58 60

6261595755

63

BE

BD

BC

64

BB

BA

AZ

AY

AP

AN

65

66 67 68

68

69 70 71 72 73 74 75 76 77

AX

AW

AT

AN.1

BD.9

77.976.2

FITNESS ROOME123

I.S.S.E133

MECHANICALE134

WEIGHT ROOME136

STORAGEE138

VESTIBULEE135

BOILER ROOME139

/A8 A113

E1A301

A8A331

F8A331

E134

E138

E135B

E133

30' - 0" 8" 28' - 4" 1' - 8"

M O

6' - 4" 4' - 0"

MECHANICAL YARD

19' -

1 5

/8"

M O

6' -

4"15

' - 4

"6'

- 8"

6' -

0"6'

- 8"

6' -

0"6'

- 8"

10' -

8"

MO

6' -

4"6'

- 0"

M O

6' -

4"16

' - 0

"6'

- 8"

11' -

4"

1' -

8"

V.I.F

.

39' -

4"

V.I.F

.

40' -

0"

V.I.F

.

53' -

0"

2' -

1 5/

8"13

6' -

1 5/

8"

21' -

2"

8' -

4"1'

- 4"

1' -

5 7/

8"

10"

9' -

2"9'

- 0"

CORRIDORJ147

EX. BOY'S LOCKERSE129

EX. BOY'S SHOWERSE130

EX. VEST.E122

69.8 71.3 72.1 75.4 76.1 7868.2

DAC

DAB

DA6

DA7

DA10

DA13

DA14

E137A E137B

OFFICEE137

E136B

E135A

E122B

EX. GIRLS LOCKERE103

EX. GIRLS SHOWERSE102

14 ADDITIONAL LOCKERSREF: A9/A731

STORAGEE136A

E136A

6' -

0"10

' - 0

"5'

- 4"

C

J147B

2' - 5"

E139A

ELECE139A

CHAINLINK GATE AND FENCEWITH PRIVACY SLATS

E139

6' - 8"6' - 0"

13' - 10"

8' - 0"

5' -

10"

ROOF HATCH ANDLADDERREF: D1/A312 &F1/A312

C

J147

C

A4A512

A7

A7

A7

A7

EXISTING LOCKERS

NEW DOUBLE TIER LOCKERSREF: A9/A731

48 NEW DOUBLE TIER LOCKERSREF: A9/A731

70 NEW DOUBLE TIER LOCKERSREF: A9/A731

NEW BENCHES

NEW BENCHESEXISTING ADA BENCH

NEW BENCHES12' - 0"

12' - 0"

2' -

8"1'

- 0"

8' -

4"1'

- 0"

8' -

4"

4' -

2"1'

- 0"

12' - 0" 3' - 6"

8' - 0" 3' - 6"

8' - 0" 3' - 6"









FLOOR PLAN GENERAL NOTESCONSTRUCTION LEGEND:




EXISTING WALL

ALTERNATE

RENOVATED AREA

N

E

DC

AB

FG

H

J

1

ISSUE:

CHECKED:

SCALE:

Project #:

SHEET TITLE:

KEY PLAN (NTS)


2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

DRAWN:



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As indicatedChecker



BRYAN, TEXAS

FIRST LEVEL FLOOR PLAN- AREA E

A112214000309

8/24/15

Author

1/8" = 1'-0"A8FIRST LEVEL FLOOR PLAN - AREA E

N

REFRIG.

BG

BF

BE

68

69 70 71 72 74 75 76 77

BJ

BL

BN

BP

BR

BM

BK

BH

69.8 7876.1

BU

BV

71.3 75.472.1

BJ.0

BK.9

BM.9

BN.9

BP.8

BT

74.9

BD.9

77.976.2

CLASSROOM 1J101

CLASSROOM 2J102

CLASSROOM 3J103

READINGJ104

REPLACEMENT 803J105

REPLACEMENT 805J106

V.P. OFFICEJ108

WAITINGJ107

ELECT.J109 I.T.

J110CUST.J111

BOYSJ113

GIRLSJ115

TECH APP.J116

SCIENCE 2J117

PREPARATIONJ118

SCIENCE 1J119

CORRIDORJ100

WOMENSJ122

MENSJ121

CLASSROOM 4J123

CLASSROOM 5J124

CLASSROOM 6J125

FORIEGN LANGUAGEJ126

REPLACEMENT 812J127

RESOURCE 1J128

RESOURCE 2J129

/A8 A112/A8 A112

A1A401

A5A401

F8A331

2' -

1 5/

8"

J129J128

J127

J115

J114

J113

J116B

J111

J107

J106

J108

J105

J104 J117B

J116A

J126

J125

J124J103

J117A

J102

J101

J119A

J119B

J123

J118

A

J118

B

J110

J109J1

47A

18' - 4"

12' -

7"

10' -

4"

M O

6' -

8"18

' - 0

"

M O

6' -

8"17

' - 0

"

M O

6' -

8"17

' - 0

"

M O

6' -

8"17

' - 0

"

M O

6' -

8"17

' - 0

"

M O

6' -

8"14

' - 0

"

M O

6' -

8"11

' - 4

"1'

- 5"

9' -

0"8'

- 0"

18' -

0"

M O

6' -

8"17

' - 0

"

M O

6' -

8"17

' - 0

"

M O

6' -

8"17

' - 0

"

M O

6' -

8"17

' - 0

"

M O

6' -

8"18

' - 2

"

M O

6' -

8"10

' - 0

"11

' - 1

0 3/

8"2'

- 9

1/2"

5' -

1 1/

2"4'

- 8"

25' -

8"

24' -

0"

24' -

0"

24' -

0"

24' -

0"

24' -

0"

24' -

0"

12' -

7"

1' -

6"

1' -

6"

171'

- 2"

28' - 10" 4' - 4" 6' - 4" 4' - 4" 39' - 8" 28' - 10"

R 1

61' -

6 3

/8"

1' - 6" 28' - 10" 12' - 0" 27' - 8" 12' - 0" 14' - 3" 14' - 7" 1' - 6"

1' - 6"1' - 6" 1' - 6"

112' - 4"

1' - 0"11' - 0" 1' - 0" 10' - 0" 1' - 0"

15' -

6"

8' -

6"

18' -

3"

5' -

9"8'

- 7

1/2"

7' -

2"

3' -

8"

9' - 0"

2' - 0"

6' - 0"

1' - 0" 1' - 0"

8"9'

- 8"

1' -

9"

1' -

10"

5' -

9"

2' - 0"

2' - 0"

15' - 9"

CORRIDORJ147

6

25

25

STAFF TOILETJ114

1' - 0" 1' - 0"

6' - 0"

2' - 0"

GOGGLECABINET

BV

BU

BT

BP.8

BN.9

BM.9

BK.9

BJ

BG

69.8 71.3 72.1 75.4 76.1 7868.2

DA13

DA14

CORRIDORJ112

CORRIDORJ120

E4A301

30' - 0"MIN.

E122B

E6A301

A8(ABOVE)

A7

A7

A7

A7

A7

A7

A7

A6

J100

A7

A7

A7

A7

A7

A7

J147B

2' - 5"

1' -

10"

2' -

0"

9"

9"

C7A331

25

6A

NEW PLUMBING PIPEPENETRATION IN THISLOCATION.ADD CHASE WALL AS NEEDED.RE: PLUMBING DWGS

VER

IFY

VERIFY

DECORATIVE METAL GATE

J147

C

B4A512

A4A512

J121

FECFEC

FECFEC









FLOOR PLAN GENERAL NOTES

NON-RATED WALLS TERMINATED A MINIMUM OF 8"ABOVE ADJACENT CEILINGS.

WALL TO DECK RATING LEGEND

1. RATED WALLS AND NON-RATED WALLS TO DECK ARE DESIGNATED ON THIS PLAN. ALL NON-RATED WALLS TO DECK TO HAVE 3" OF SOUND BATT INSULATION.

2. COLUMN ENCLOSURES NOT PART OF DESIGNED WALL TO SHALL TERMINATE A MINIMUM OF 8" ABOVE ADJACENT CEILINGS.

3. REFER TO A004 FOR TYPICAL EXTERIOR WALL CONSTRUCTION DETAILS.

4. REFER TO A005 FOR TYPICAL INTERIOR WALL CONSTRUCTION DETAILS.

NOTES:





EXISTING WALL

ALTERNATE

RENOVATED AREA

N

E

DC

AB

FG

H

J

1

ISSUE:

CHECKED:

SCALE:

Project #:

SHEET TITLE:

KEY PLAN (NTS)


2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

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As indicatedChecker



BRYAN, TEXAS

FIRST LEVEL FLOOR PLAN- AREA J

A113214000309

8/24/15

Author

REFERENCED ON /A1 A011 1/8" = 1'-0"A8FIRST LEVEL FLOOR PLAN - AREA J

N

LEGEND

DIRECTION OF ROOF SLOPE

LIGHTWEIGHT INSULATING CONCRETE DECKSYSTEM OF MIN. R-VALUE OF R-19 OVERMETAL DECKING, TYP. (MIN. 1/4" PER FOOTSLOPE IN DIRECTION OF ARROW, UON)

1 REFER TO DRAWING A312 FOR TYPICAL ROOF PENETRATION DETAILS.

2 ALL DIMENSIONS ARE FROM COLUMN / REFERENCE LINE TO CENTERLINE OF ROOF OPENING, UNLESS NOTED OTHERWISE. ROOF OPENING SIZES INDICATED ARE BASED ON A SPECIFIC MANUFACTURER'S EQUIPMENT, COORDINATE WITH MECHANICAL, PLUMBING AND / OR ELECTRICAL TRADE CONTRACTOR TO OBTAIN PURCHASED EQUIPMENT'S OPENING REQUIREMENTS.

3 REFER TO MEP DRAWINGS FOR ROOF TOP EQUIPMENT NOT SHOWN. MEP EQUIPMENT DEPICTED ON THIS DRAWING IS FOR GENERAL ARCHITECTURAL INFORMATION ONLY. REF TO MEP DRAWINGS FOR ADDITIONAL REQUIREMENTS AND COORDINATION. REFER TO STRUCTURAL DOCUMENTS FOR EQUIPMENT SUPPORTS. REFER TO DRAWING A311, MEP DRAWINGS AND STRUCTURAL DRAWINGS FOR CURB DETAILS.

4 PROVIDE WALKWAY PAD AT PIPE SUPPORT LOCATIONS. REFER TO MEP DRAWINGS FOR PIPE SUPPORT LOCATIONS AND TYPE. PAD SHALL BE MINIMUM 2" WIDER THAN SUPPORT IN ALL DIRECTIONS.

5 PROVIDE CONTINUOUS 36" WIDE WALKWAY PAD AT SERVICE SIDE OF ALL MECHANICAL EQUIPMENT WITH 2" SEPARATIONS BETWEEN PADS. REFER TO MEP DRAWINGS FOR NUMBER AND LOCATION OF ROOF TOP MECHANICAL EQUIPMENT. PROVIDE CONTINUOUS 36" WIDE WALKWAY PADS AROUND ROOF HATCHES WITH 2" SEPARATIONS BETWEEN PADS. PROVIDE 72" X 72" WALKWAY PADS AT TOP AND BOTTOM OF ACCESS LADDERS.

6 VENT STACKS AND OTHER PIPES REQUIRE A MINIMUM 12" CLEARANCE ON ALL SIDES FROM WALLS, CURBS, AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING.

.

PREFINISHED ALUM. CANOPYTO MATCH EXISTING

INDICATES EXISTING ROOF

AR

42

43

AS

44

45 46

47 48 49

50

51

52

53

BG

BF

54 56 58 60 62

6261595755

63

BE

BD

BC

64

BB

BA

AZ

AY

AP

AN

65

66 67 68

68

69 70 71 72 73 74 75 76 77

RA

BJ

BL

BN

BP

BR

BS

BM

BK

BH

AD

AC

AX

AV

AU

AW

AT

69.8 7876.1

BU

BV

71.3 75.472.1

BJ.0

BK.9

BM.9

BN.9

BP.8

BT

74.9

AN.1

BD.9

77.945.4 49.948.9

AN.2

AR.9

76.2

R.D.O.D.

R.D.

R.D.

R.D.R.D.O.D.

R.D.O.D.

R.D. O.D.

O.D.

O.D.

O.D.

O.D.

O.D.

O.D.

O.D.

PREFIN STANDING SEAM CANOPYTO MATCH EXISTING

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

.

..

.

..

.

1/2" PERFOOT, TYP.

1/2" PERFOOT, TYP.

1/4" PERFOOT,TYP.

1/4" PERFOOT,TYP.

1/2" PERFOOT, TYP.

1/2" PERFOOT, TYP.

4' - 0"

EQ EQ

4' -

0"

R.D.

R.D.

R.D.

R.D.

4' -

0"4'

- 0"

4' - 0"

4' - 0"

4' - 0"

4' - 0"

4' - 0"

4' - 0"

4' - 0"

DOWNSPOUT WITHCOLLECTOR BOX &SPLASH BLOCKREFAND

C8A311

SIM

A8A311

A8A311

C8A311

F8A311

A8A311

A8A311

A4A311

C8A311

HIGH

C4A311

LOW

C4A311

LOW

C8A311

HIG

H

A8A311

C8A311

F4A311

/D1 A311

E1A311

LOW

A4A311

A8A311

A8A311

PREFIN ALUMWALKWAY COVER TOMATCH EXISITNG

PREFIN ALUMWALKWAY COVER TOMATCH EXISTING

A8A311

EXISTING CANOPY TO BEREINSTALLED

A5A301

A5A301

A7A301

A5A301

A9A301

ROOF HATCH AND LADDERREF: D1/A312

A3A301

.

.

DS DS

.

A1A311

HIG

H

SPLASH BLOCKREF /D1 A311

SPLASH BLOCKREF /D1 A311

/A1 A312

G8

A321

8

6

3

E.

D.

A5A301

SIM


1

ISSUE:

CHECKED:

SCALE:

Project #:

SHEET TITLE:


2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

DRAWN:



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:49

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As indicatedChecker



BRYAN, TEXAS

ROOF PLAN

A131214000309

8/24/15

Author

1/16" = 1'-0"A1PARTIAL ROOF PLAN

N

1/16" = 1'-0"1ROOF PLAN - WOOD SHOP STORAGE

EXTERIOR ENVELOPE NOTES1 FIRST FLOOR REFERENCE ELEVATION 100' - 0" = 326.5' (326.5' DATUM, 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 SEE A003 FOR CONTROL & EXPANSION JOINT DETAILS.

7 CONTINUE MASONRY ACCENT SCHEME AT ALL EXTERIOR WALLS, INCLUDING AT ENTRIES, COLUMNS AND WALLS NOT SHOWN ON ELEVATIONS, UNLESS NOTED OTHERWISE.

6869.878 76.1 71.375.4 72.174.9

E2A301

A3A301

A7A301

BEYOND

CJ, TYP.

CJ CJ

BRICK "B"

PREFINISHED METAL COPING

BRICK "A"

BRICK "A" PREFINISHED METAL COPING

ALUMINUM WALKWAY COVER

BRICK "B"STANDING SEAM METAL ROOF STONE VENEER

PREFIN SHEETMETAL GUTTER

EXISTING BUILDINGBEYOND

HIGH ROOF (T.O. WALL)125' - 3 1/2"

E4A301

CJ

FIRST LEVEL100' - 0"

T.O. STEEL114' - 4 1/2"

AR AS BGBFBEBDBCBBBAAZAYAPAN AXAWATAN.1 BD.9

A1A301

A5A301

CJ, TYP. CJ CJ

BRICK "B"PREFINISHED METAL COPING


BRICK "A"

BRICK "A"


CHAINLINK FENCEAND GATE



A5A301

CJ, TYP.CJ, TYP. CJ, TYP.


T.O. STEEL114' - 4 1/2"

BHBUBV BJ.0BK.9BM.9BN.9BP.8BT



STONE VENEER

CJ, TYP. CJ, TYP.

BRICK "B"BRICK "A"

ALUMINUM WALKWAY COVERHIGH ROOF (T.O. WALL)125' - 3 1/2"


T.O. STEEL114' - 4 1/2"

73 74 75 76 77 77.976.2

E1A301

CJ, TYP.


BRICK "A"

4' -

0"


CJ, TYP.


T.O. STEEL114' - 4 1/2"

BGBFBE BH

BU BV

BJ.0 BK.9 BM.9 BN.9 BP.8 BTBD.9

A1A301

BEYOND


CJ, TYP. CJ, TYP.



BRICK "A"

BRICK "A"

STONE VENEER

STANDING SEAM METAL ROOF


E6A301


CJ, TYP. CJ, TYP.

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As indicatedChecker



BRYAN, TEXAS

EXTERIOR ELEVATIONS

A201214000309

8/24/15

Author

1/8" = 1'-0"A1NORTH ELEVATION - AREA J

1/8" = 1'-0"E1EAST ELEVATION - AREA E & J

1/8" = 1'-0"G1WEST ELEVATION - AREA J

1/8" = 1'-0"A8SOUTH ELEVATION - AREA E

1/8" = 1'-0"C1CONT. OF EAST ELEVATION - AREA E & J

MAT

CH

LIN

E

MAT

CH

LIN

E


T.O. STEEL114' - 4 1/2"

AN.2 AR.9

BRICK "B"


BRICK "A"


HIGH ROOF129' - 4"

T.O. STEEL114' - 4 1/2"

42 50 5345.4 49.948.9

CJCJ

BRICK "B"


BRICK "A"

A9A301

DECORATIVE METALFENCE AND GATE

CHOIR ROOM ADDITION

4' -

0"


HIGH ROOF129' - 4"

T.O. STEEL114' - 4 1/2"

AS

AN.2AR.9

CJ

BRICK "B"


BRICK "A"

EXTERIOR ENVELOPE NOTES1 FIRST FLOOR REFERENCE ELEVATION 100' - 0" = 326.5' (326.5' DATUM, 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 SEE A003 FOR CONTROL & EXPANSION JOINT DETAILS.

7 CONTINUE MASONRY ACCENT SCHEME AT ALL EXTERIOR WALLS, INCLUDING AT ENTRIES, COLUMNS AND WALLS NOT SHOWN ON ELEVATIONS, UNLESS NOTED OTHERWISE.

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As indicatedChecker



BRYAN, TEXAS

EXTERIOR ELEVATIONS

A202214000309

8/24/15

Author

1/8" = 1'-0"D5EAST ELEVATION - AREA A

1/8" = 1'-0"A1SOUTH ELEVATION - AREA A

1/8" = 1'-0"D1WEST ELEVATION - AREA A


T.O. STEEL114' - 4 1/2"

77.9

115' - 3 1/2"LOW ROOF (T.O. WALL)

MODULAR VENEERMASONRY WITHLADDER TYPE HORIZJOINT REINFORCING

STEEL ROD SUPPORT

8" CMU

1-1/2" T&G RIGID CAVITYWALL INSULATION W/TAPED JOINTS

1' - 2 5/8"3 3/8" CAVITY

FLUID APPLIED AIRBARRIER (VAPORPERMEABLE)

PREFIN ALUMWALKWAY COVER TOMATCH EXIST

STEEL FRAME

A8A311

SIM

A5A3216' - 0"

1' -

0"

A8A511

B8A511

OH

NEW OR EXISTINGWALL, RE: PLANS


F8A321

T.O. WALL

MODULAR VENEERMASONRY WITHLADDER TYPE HORIZJOINT REINFORCING

8" CMU WITH EPOXYPAINT - REINFORCEWITH (1) #5 BARVERTICAL ANDGROUT SOLID AT48" O.C. MAX


8"

108' - 8"

2' -

0"6'

- 0"

G8A321

1/2" RECESSEDBRICK

1/2" RECESSEDBRICK


T.O. STEEL114' - 4 1/2"

BG

BRICK VENEER MASONRY WITH VENEERANCHORS AT 16" 0.C. VERT AND 16" O.C.HORIZ

FLUID APPLIED AIR BARRIER (VAPORPERMEABLE) ON 5/8" GYP SHEATHING

6" 16 GA CFMF AT 16" O.C.- 12" O.C. AT10'-0" FROM ALL CORNERS

ROOF TYPE PER ROOF PLAN

5/8" GYP BD ON 3-5/8"CFMF AT 16" O.C.

1 1/2" T&G RIGID CAVITY WALL INSUL W/TAPED JOINTS

CEILING PER RCP

STEEL FRAME

PREFIN ALUMWALKWAY COVER TOMATCH EXIST

STEEL ROD SUPPORT

C8A311

SIM

1' -

0"

6' - 5"

A1A321

A8A511

D8A511

OH


LOW ROOF (T.O. WALL)


T.O. STEEL114' - 4 1/2"

78

115' - 3 1/2"LOW ROOF (T.O. WALL)

CEILING PER RCP

5/8" GYP BD

ROOF PER ROOF PLAN

FLUID APPLIED AIRBARRIER (VAPORPERMEABLE) ON 1/2" GYPSHEATHING

1 1/2" T&G RIGID CAVITYWALL INSUL W/ TAPEDJOINTS

BRICK VENEER MASONRY WITHVENEER ANCHORS AT 16" 0.C.VERT AND 16" O.C. HORIZ

FLUID APPLIED AIRBARRIER (VAPORPERMEABLE) ON 5/8"GYP SHEATHING

6" 16 GA CFMF AT 16" O.C.-12" O.C. AT 10'-0" FROMALL CORNERS

6" 16 GA CFMF AT16" O.C.

ALUM STOREFRONT

F8A311

A8A511

F8A511

D1A321

OH


T.O. STEEL114' - 4 1/2"

BU

MODULARVENEERMASONRY WITHLADDER TYPEHORIZ JOINTREINFORCING

6" CMU


1-1/2" T&G RIGIDCAVITY WALLINSULATION W/TAPED JOINTS

1' - 0 5/8"

3 3/8" CAVITY

10 3

/4"

115' - 3 1/2"LOW ROOF (T.O. WALL)

CEILING PER RCP

A8A311

F4A321

OH


BV

117' - 4 1/2"T.O. STEEL

118' - 3 1/2"T.O. WALL

STONE VENEER WITH VENEERANCHORS AT 16" 0.C.VERT AND 16" O.C. HORIZ

5/8" GYP BD

FLUID APPLIED AIRBARRIER (VAPORPERMEABLE) ON 5/8" GYPSHEATHING



ALUM STOREFRONTDOOR - REF DOORSCHED

CEILINGPER RCP

ALUM STOREFRONT

6" 16 GA CFMF AT 16"O.C.- 12" O.C. AT 10'-0"FROM ALL CORNERS

C8A311

SIM

1' -

0"

1' - 8"

A8A321

G8A511 OH

A4A511 OH

G8A511

OH

A8A511

ROOF TYPEPER PLAN


T.O. STEEL114' - 4 1/2"

D7A321

115' - 3 1/2"LOW ROOF (T.O. WALL)

MASONRY VENEER WITHVENEER ANCHORS AT 16"O.C. VERT AND 16" O.C.HORIZ

5/8" GYP BD

FLUID APPLIED AIRBARRIER (VAPORPERMEABLE) ON 5/8"GYP SHEATHING


PREFIN STANDINGSEAM CANOPY

ALUM STOREFRONT

CEILINGPER RCP

1' - 1 5/8"

6 3/8"6" 16 GA CFMF AT16" O.C.- 12" O.C.AT 10'-0" FROM ALLCORNERS

C8A311

SIM

A6A511

OH

10' -

0"


125' - 3 1/2"

HIGH ROOF (T.O. WALL)

A8A311

ROOF TYPE PERROOF PLAN

CEILING PER RCP

MODULAR VENEER MASONRYWITH LADDER TYPE HORIZJOINT REINFORCING

8" CMU

FLUID APPLIED AIR BARRIER(VAPOR PERMEABLE)

1-1/2" T&G RIGID CAVITY WALLINSULATION W/ TAPED JOINTS

D4A321 OH

1' - 2 5/8"

3 3/8" CAVITY

F1A321

OH

PREFIN ALUMWALKWAY COVERTO MATCH EXISTINGCANOPY

2' -

0"2'

- 0"

2' -

0"2'

- 0"

2' -

0"2'

- 0"

2' -

0"6'

- 0"

1/2" RECESSEDBRICK (TYP OF 8 )


T.O. STEEL114' - 4 1/2"

78

C8A311

G8A511

OH

A4A511

OH

F6A321

OH

BRICK VENEER MASONRY WITHVENEER ANCHORS AT 16" 0.C. VERTAND 16" O.C. HORIZ

FLUID APPLIED AIR BARRIER (VAPORPERMEABLE) ON 5/8" GYP SHEATHING

6" 16 GA CFMF AT 16" O.C.- 12" O.C.AT 10'-0" FROM ALL CORNERS

1 1/2" T&G RIGID CAVITY WALLINSUL W/ TAPED JOINTS

ROOF TYPE PERROOF PLAN

CEILING PER RCP

5/8" GYP BD

ALUM STOREFRONT

LOW ROOF (T.O. WALL)115' - 3 1/2"

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1/2" = 1'-0"Checker



BRYAN, TEXAS

EXTERIOR WALLSECTIONS

A301214000309

8/24/15

Author

1/2" = 1'-0"A5WALL SECTION

1/2" = 1'-0"E1SCREEN WALL SECTION



1/2" = 1'-0"E2WALL SECTION





FLASHING MEMBRANE LAPOVER EDGE FLASHING AND(MIN 6") OVER ROOFMEMBRANE

CAP SHEET

LIGHT-WT INSULATINGCONC ROOFING SYSTEM (R-19 MIN)

(2)CONT 2X8 FIRE-RESISTANTPRESSURE-TREATED W00DBLOCKING - MECH ANCHORTO STL ANGLE W/ 3/8" DIATHRU-BOLTS & WASHERS AT24" O.C.

STL ANGLE WELDED TO STLEDGE ANGLE, RE:STRUCTURAL DWGS

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

REFER WALL TYPE FOR WALLASSEMBLY

CMU BOND BEAM -REF E3/S401

4"4"

CONT BACKER ROD ANDSEALANT

FLASHING MEMBRANE LAP OVER EDGEFLASHING AND ROOF MEMBRANE (MIN 6")

CAP SHEET

LIGHT-WT INSULATING CONC ROOFINGSYSTEM (R-19 MIN)

(2)CONT 2X8 FIRE-RESISTANTPRESSURE-TREATED W00DBLOCKING - MECH ANCHOR TOSTL ANGLE W/ 3/8" DIA THRU-BOLTS & WASHERS AT 24" O.C.



CONT 3-1/2"x3-1/2"X16GA CFMF CLIP ANGLE

GRID


CONT SEALANT W/ BACKER ROD

4"4"

1' - 6"

FLASHING MEMBRANE LAP OVER EDGEFLASHING AND ROOF MEMBRANE (MIN 6")

CAP SHEET


(2)CONT 2X8 FIRE-RESISTANTPRESSURE-TREATED W00DBLOCKING - MECH ANCHOR TOSTL ANGLE W/ 3/8" DIA THRU-BOLTS & WASHERS AT 24" O.C.



CONT 3-1/2"x3-1/2"X16GA CFMF CLIP ANGLE

GRID


CONT SEALANT W/ BACKER ROD

4"4"

1' - 6"

CONT EMBEDDED FLASHING MATERIAL -PROVIDE END DAMS AT STEPS ANDTERMINATIONS - EXTEND FLASHING 6" MINABOVE DRAINAGE MATERIAL - TRIM AT EXPEDGE

MULTI-PLY ROOFING AND CAPSHEET - TURN UP (4" MIN) -ADHERE AND MECH FASTEN TOBLOCKING

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

BASE FLASHING - LAP 6"MIN OVER ROOFING ANDOVER TOP OF WOOD CURB

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

CONT 2x6 PT WD BLOCKING -MECH ATTACHED TO CLIPANGLE

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

OPEN HEAD JOINT WEEPS AT 24" OC

10" HIGH x 1" THICK CAVITY DRAINAGEMATERIAL

CONT 2X10 FIRE RESISTANT PRESSURE-TREATED W00D BLOCKING - MECHANCHORED TO 2X6 BLOCKING

RIGID INSULATION (MATCH EXISTINGTHICKNESS)

GROUT SOLID OVER CONT HARDWARECLOTH AND BELOW EMBEDED FLASHING

2" EXPANSION JOINT COVER IAW"SMACNA" MANUAL FIG 5-6 B SIM

CONT FLEXIBLE VAPOR RETARDER W/COMPRESSIBLE INSUL

REMOVE AND REINSTALL EXISTINGBRICK TO INSTALL THRU WALLFLASHING, EXP JT AND ASSOCIATEDCONSTRUCTION

EXISTING WALL CONSTRUCTION TO REMAIN

CONT 2X FIRE RESISTANT PRESSURE-TREATED WOOD BLOCKING TOSUPPORT GROUT

CONT CMU BOND BEAM - SOLIDGROUT WITH (1) #5 REBAR AT TOP &BOTTOM - CUT CMU BELOW BONDBEAM AS REQ'D

WALL TYPE PER PLAN 2"

GRID

CONT EMBEDDED FLASHINGMATERIAL - PROVIDE END DAMSAT STEPS AND TERMINATIONS -EXTEND FLASHING 6" MIN ABOVEDRAINAGE MATERIAL - TRIM ATEXP EDGE

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

BASE FLASHING - LAP 6"MIN OVER ROOFING ANDOVER TOP OF WOODCURB

CONT 2x6 PT WD BLOCKINGEMBEDDED IN CONCRETE

LIGHT-WT INSULATINGCONC ROOFING SYSTEM(R-19 MIN)

OPEN HEAD JOINTWEEPS AT 24" OC

10" HIGH CAVITYDRAINAGE MATERIAL

CONT 2X10 PT WOOD BLOCKINGAND CANT - MECH ANCHORED TO2X6 BLOCKING

1 1/2" RIGID INSULATION

PROVIDE STANDARD CMUAT PORTIONS OF WALLNOT EXPOSED TOEXTERIOR OR INTERIOR

GROUT SOLID OVERCONT HARDWARECLOTH AND BELOWEMBEDED FLASHING

2" EXPANSION JOINT COVERIAW "SMACNA" MANUAL FIG 5-6 B SIM

CONT FLEXIBLE VAPORRETARDER W/COMPRESSIBLE INSUL

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 RETARDER FILLED WITHCOMPRESSIBLE INSULATION - MECHATTACH TO TOP OF CURBNOTE: TAPER EJ COVER AT ROOF EDGES WITHOUT

PARAPETS - REFER TO 'SMACNA', FIGURE 5-1

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

MULTI-PLY ROOFINGCAP SHEET

CONT 2x PT WD BLOCKING - MECHATTACHED TO CLIP ANGLE

BASE FLASHING - LAP 6" MIN OVERROOFING AND 2" MIN UNDER COUNTER-FLASHING, TYP

1 1/

2" 1"

11" M

IN

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


FASTENERS 8" OC MAX

(1) LAYER BASE FLASHINGAND (1) LAYER MANUFSTANDARD LIQUIDFLASHING - LAP 12" MINOVER EXISTING ROOFING,UP BLOCKING AND UNDERCOUNTER-FLASHING

EXISTING SBS ROOF -EMBED GRANULES WITHTORCH AT JOINT AND LAP

CONT FULL BEADROOFING CEMENT

4"

6"

1'-6"

4"

3000 PSI CONCRETEREINFORCED WITH6X6X2.9 WWM

2'-8"

2"

2"2"

1'-6"

4"

10"

4"

CONT EMBEDDED FLASHINGMATERIAL - PROVIDE END DAMS ATSTEPS AND TERMINATIONS - EXTENDFLASHING 6" MIN ABOVE DRAINAGEMATERIAL - TRIM AT EXP EDGE

EXISTING LWIC ROOF AND ASSOCIATEDEDGE ANGLES TO REMAIN

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

BASE FLASHING - LAP 12" MIN OVEREXISTING ROOFING AND OVER TOPOF WOOD CURB


10" HIGH x 1" THICKCAVITY DRAINAGEMATERIAL

CONT 2X10 PT WOOD BLOCKING -MECH ANCHORED

1" RIGID INSULATION

PROVIDE STANDARD CMUAT PORTIONS OF WALLNOT EXPOSED TOEXTERIOR OR INTERIOR

GROUT SOLID BELOWEMBEDED FLASHING

2" EXPANSION JOINT COVER ONWOOD BLOCKING- EJ IAW"SMACNA" MANUAL FIG 5-6 B SIM

CONT FLEXIBLE VAPORRETARDER W/COMPRESSIBLE INSUL

EXISTING WALL CONSTRUCTION TOREMAIN - REMOVE SHEET METAL FASCIAAND ASSOCIATED WOOD BLOCKING

2 HR FIRE WALL PER PLAN

CONT FULL BEAD ROOFING CEMENT

EXISTING SBS ROOF - EMBED GRANULESWITH TORCH AT JOINT AND LAP

2X WOOD BLOCKING ONEXISTING STEEL ANGLE

BASE FLASHING MEMBRANE -LAP MIN 6" OVER EDGEFLASHING

MULTI-PLY MEMBRANEROOFING

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

2X8 PT WOOD BLOCKING -MECH ANCHOR TO STLANGLE W/ 3/8" DIA THRU-BOLTS & WASHERS AT 12"O.C.

WALL TYPE PER PLAN CONT 3-1/2"x3-1/2"X16GACFMF CLIP ANGLE

EDGE FLASHING W/ CONTCLEAT - SET INCOMPATIBLE MASTIC ANDFASTENED AT 3'-0" O.C.

GUTTER TO MATCHEXISTING WITH CONCEALEDBRACKETS AT 30" O.C. REF'SMACNA MANUAL' FIG 1-15AFOR GUTTER AND FIG 1-10FOR GUTTER EXPANSIONJOINTS (AT 40'-0" O.C. MAX)

1"6"

3"1/

4"

3/4" 6"

5" X 5" SHEET METALDOWNSPOUT TOMATCH EXISTING

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:12

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As indicatedChecker



BRYAN, TEXAS

ROOF DETAILS

A311214000309

8/24/15

Author

1 1/2" = 1'-0"A8ROOF DETAIL

1 1/2" = 1'-0"C8ROOF DETAIL

1 1/2" = 1'-0"F8ROOF DETAIL


1 1/2" = 1'-0"C4ROOF DETAIL

1 1/2" = 1'-0"F4EXPANSION JOINT COVER

1" = 1'-0"D1SPLASH BLOCK DETAIL

1 1/2" = 1'-0"E1ROOF DETAIL


MEMBRANE FIELD PLIESAND STRIPPING PLIESALL EXTEND UNDERCLAMPING RING

MOD-BIT ROOFMEMBRANE

DRAIN BOWL

DECK CLAMP

CLAMPING RING

STRUCT ROOF DECK

BASE-PLY SHEET

RIGID ROOFINSULATION

GRANULATEDFLASHING

PLYSHEET MEMBRANESTRIPPING PLY

COVERBOARD

SEE LAYOUT DETAIL FORSUMP AROUND BOTH DRAINS

DRAIN STRAINER

PRIMARY ROOF DRAIN

GRANULATED FLASHINGMEMBRANE

MOD BIT SHEET

OVERFLOW DRAIN

2" HIGH PLASTICRING INSERT

MEMBRANE FIELD PLIESAND STRIPPING PLIESALL EXTEND UNDERCLAMPING RING

MOD-BIT ROOF MEMBRANEDRAIN BOWL

DECK CLAMP

CLAMPING RING

ROOF DECK

BASE-PLY SHEET

RIGID ROOFINSULATION

SEE LAYOUT DETAIL FORSUMP AROUND BOTH DRAINS

DRAIN STRAINER

PREFAB PIPE SUPPORT SYSTEMALLOWING PIPES THERMALMOVEMENT - SELECT TYPES ANDSPACING TO SUIT PIPE SIZES ANDLOADS OVER ROOF - INSTALL PER MFRRECOMMENDATION - COORD W/ MEP

PIPING - REF MEP

LIGHT-WT INSULATINGCONC ROOFINGSYSTEM (R-19 MIN)

CAP SHEET

12"x12" WALKWAYPROTECTION BOARD UNEREACH PIPE SUPPORT

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

CAP SHEET

PLUMBING VENT STACK

4"

8"


FLASHING FABRICWITH 3 LAYERS LIQUIDFLASHING - LIQUIDFLASHING TO EXTEND2" MIN ABOVE FABRIC

FLASHING FABRIC SETIN CONT BED OFFLASHING CEMENT

CAP SHEET

PENETRATING PIPE -REF MECH DWGS

4"8"

3"3"


FLASHING FABRIC SETIN CONT BED OFFLASHING CEMENT

CAP SHEET

PT WOOD NAILER

INTERPLY PERROOFING MANUF

CAP SHEET - LAP UPOVER SUPPORT RAIL

4"

SHEET METAL CAPFLASHING

EQUIPMENT SUPPORTWITH CONTINUOUSGASKET - SET FASTENERIN SEALANT

GASKETED FASTENERS -2 MIN PER SIDE

REMOVABLE SHEET METALCOUNTER-FLASHING

CONT 2x4 PT WDBLOCKING

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

MULTI-PLYMEMBRANEROOFING

CONT 2x6 PT WD BLOCKINGW/ CANT - MECH ATTACHEDTO CLIP ANGLE

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


STL SUPPORT FRAMING- REF STRUCT DWGS

SEALING MATERIAL

BASE MEMBRANE STRIPING PLIESOVER 30"x30" SQ MIN 4# LEAD OR 16OZ COPPER FLASHING, PRIMED ONBOTH SIDES, SET ON FINISHED ROOFIN COMPATIBLE ROOF CEMENT

STL ANGLE BETWEENJOISTS/BEAM - REF ROOFDRAIN SUPPORT DETAIL

UNDER DECK CLAMP

OPTIONAL: 1"x4" GRAVELSTOP, APPROX 30" SQUARE,SET IN ROOF CEMENT

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


4" 4"

CLAMPING RING

MULTI-PLYMEMBRANEROOFING

DRAIN STRAINER

NOTE:PROVIDE LADDER BRACINGAND ADDITIONAL WALL SUPPORTPER MFR RECOMMENDATIONS

STL LADDER

STL SUPPORT FRAMING ANDEDGE ANGLES

3 1/

32"

7" 8 255/256"

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

TELESCOPING SAFETYPOST AT ALL LADDERS

ROOFING AS SPECIFIED--EXTEND TOP OF BASEFLASHING MIN 10" ABOVEROOF SURFACE

2x6 FRT WD NAILER

LTWT INSULATINGCONC ROOF DECK

PREFABRICATED ROOF HATCHAND CURB

L4 x 4 x 1/4 x 3" LONG CLIPANGLE AT 24" OC WELDEDTO EDGE ANGLE

8"

6"

9"

4" MIN

4" MIN

MOD-BIT BASE PLY

MOD-BIT FLASHING PLY

MOD-BIT FIELD SHEET

COVERBOARD

RIGID ROOF INSULATION

BASE SHEET

STRUCT ROOF DECK

FASTEN SCUPPER TO BLOCKING ASAPPROX 3" OC, STAGGERED, SETFLANGE IN ROOF CEMENT, PRIMEFLANGE BEFORE STRIPPING

PLY SHEET FLASHINGPROVIDE SUMP TO DRAIN

SHEET METAL FASCIA CAP

HIGH-DOMED, CAPPED, GASKETEDFASTENERS (APPROX. 18" O.C.,DEPENDING UPON WIND ZONE ANDLOCAL CONDITIONS)

BEAD OF SEALANT

WELDED END AT FASCIA CAP

SHEET METALCONDUCTOR HEADREF

WOOD NAILERS

EXTEND ONE PLY OR ASEPARATE MEMBRANESHEET TO BELOWBLOCKING

4" MIN2" MIN

/G6 A312

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BRYAN, TEXAS

ROOF DETAILS

A312214000309

8/24/15

Author

1 1/2" = 1'-0"A4OVERFLOW ROOF DRAIN

1 1/2" = 1'-0"C8TYP PIPE SUPPORT

1 1/2" = 1'-0"E8TYP VENT STACK

1 1/2" = 1'-0"G8TYP PIPE PENETRATION

1 1/2" = 1'-0"E4EQUIPMENT SUPPORT RAIL

1 1/2" = 1'-0"A8MEP EQUIP CURB (PRE-FAB)

1 1/2" = 1'-0"C4ROOF/OVERFLOW DRAIN

1 1/2" = 1'-0"D1ROOF HATCH

1 1/2" = 1'-0"G6CONDUCTOR HEAD

1 1/2" = 1'-0"A1ROOF EDGE CONDUCTOR HEAD

PREFIN STANDING SEAM METAL ROOF

1" X 1" ALUM TUBE TRUSS WITHPAINTED FINISH

OPEN HEAD JOINT WEEPS AT 24"OC

FIXED STEEL LINTEL, GALV & PAINTED - REF STRUCT DWGSSHIM AS REQ'D W/ BACKER RODAND SEALANT ON EACH SIDE

RIGID INSUL BACKUPFOR FLASHING

BUILT-UP CFMF HEADER - ASENGINEERED BY STUDSUPPLIER

10"H CAVITY DRAINAGE MATERIAL

10"H CAVITY DRAINAGE MATERIAL

EMBEDDED FLASHING TO EXTEND MIN 4" ABOVE TOP OF CAVITYDRAINAGE MATERIAL & TRIM AT EXPOSED EDGE

EMBEDDED FLASHING TO EXTEND MIN 4" ABOVE TOP OF CAVITYDRAINAGE MATERIAL & TRIM AT EXPOSED EDGE

2 1/2"

ALUM STOREFRONT


CEILING PER RCP

OPEN HEAD JOINT WEEPS AT 24"OC

10" HT X 2" THICK CAVITYDRAINAGE MATERIAL

WEEPS HOLES AT 24" OC

CONT EMBEDDED FLASHINGMATERIAL - PROVIDE END DAMS ATSTEPS AND TERMINATIONS AND LAPSHEATHING 6" MIN. EXTEND FLASHING6" ABVOE DRAINAGE MATERIAL

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

CONT ANOD ALUM FLASHINGBY WALKWAY COVER MFRPROVIDE AND INSTALL HOLDDOWN CLIPS

PREFIN ALUM SUPPORT PLATE ATEACH BEAM PER MFR - PROVIDE ANDINSTALL W/ IMBEDDED ANCHORSIAW/ MFR'S RECOMMENDATIONS

PROVIDE EMBEDDED FLASHING FULLLENGTH OF GROUTED WALL

GROUT SOLID OVER CONTHARDWARE CLOTH

REF WALL TYPE

GROUT WALL SOLID FROMBOTTOM OF CANOPY TO TOPOF CANOPY SUPPORT TO 8"PAST EACH END OF CANOPY

PROVIDE CONT BONDBEAM AT ANCHORLOCATIONS PER MFRREQUIREMENT



CONT EMBEDDED FLASHINGMATERIAL - PROVIDE END DAMSAT STEPS AND TERMINATIONSAND LAP RIGID INSULATION 6" MIN- EXTEND FLASHING 6" ABVOEDRAINAGE MATERIAL

ANCHOR CANOPY AND TIE-ROD PERMFR'S RECOMMENDED DETAILS

PRE-MANUF ALUM CANOPY W/TIE-RODS AT 4'-0" OC




CONT EMBEDDED FLASHINGMATERIAL - PROVIDE END DAMSAT STEPS AND TERMINATIONSAND LAP RIGID INSULATION 6" MIN- EXTEND FLASHING 6" ABVOEDRAINAGE MATERIAL

ANCHOR CANOPY AND TIE-ROD PERMFR'S RECOMMENDED DETAILS

PRE-MANUF ALUM CANOPY W/TIE-RODS AT 4'-0" OC

GROUT WALL SOLID FROMBOTTOM OF CANOPY TO TOPOF CANOPY SUPPORT TO 8"PAST EACH END OF CANOPY


PROVIDE HEADER ANDBRACING AS REQ'D BYCANOPY MFR



CONT EMBEDDED FLASHINGMATERIAL - PROVIDE END DAMSAT STEPS AND TERMINATIONSAND LAP SHEATHING 6" MIN.EXTEND FLASHING 6" MIN ABVOEDRAINAGE MATERIAL

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

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

PREFIN ALUM SUPPORT PLATE AT EACH BEAM PERMFR - PROVIDE AND INSTALL W/ IMBEDDEDANCHORS IAW/ MFR'S RECOMMENDATIONS

EMBEDDED FLASHING FULL LENGTH OF GROUTEDWALL

GROUT SOLID OVER CONTHARDWARE CLOTH, TYP

PRE-MANUF. ALUM. CANOPY

SUSP 5/8" PC PLASTERSOFFIT SYSTEM, TYP

CONT VENT SCREED AT ALLPERIMETERS, TYP

PNT EXPOSED GALV STLANGLE - REF STRUC DWGS


WEEP HOLES AT24"OC, TYP

STL CHANNEL PER STRUCDWGS

RIGID INSULATION BACKUPFOR FLASHING

CFMF INFILL - ANCHOR TOMISC STL W/ CLIP ANGLESTYP

CONT EMBEDDED FLASHING -PROVIDE END DAMS AT STEPSAND TERMINATIONS. EXTENDFLASHING 6" MIN ABOVEDRAINAGE MATERIAL ANDTRIM AT EXPOSED EDGE

CONCRETE GRADEBEAM - REF STRUCDWGS

10" H CAVITY DRAINAGEMATERIAL

CONT EMBEDDED FLASHING -PROVIDE END DAMS AT STEPSAND TERMINATIONS - EXTENDFLASHING 4" MIN ABOVE CAVITYDRAINAGE MATERIAL - TRIM ATEXPOSED EDGE

WEEP VENTS AT 48" OC - MIN3" ABOVE FINISH GRADE,STEP FLASHING AS REQ'D

GROUT SOLIDBELOW GRADE

PAVING WHERE OCCURS -REF CIVIL DWGS

CONT TRAFFIC SEALANT ATPAVING JOINT

CONCRETE SLAB- REF STRUCTDWGS

CONT EMBEDDED FLASHING -PROVIDE END DAMS AT STEPS ANDTERMINATIONS - LAP FLASHINGUNDER RIGID INSUL AND OVERSHEATHING - EXTEND FLASHING 8"MIN ABOVE FIN FLR AND 4" MINABOVE CAVITY DRAINAGE MATERIAL -TRIM AT EXPOSED EDGE

10" HIGH CAVITY DRAINAGEMATERIAL

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

FINISH FLOOREL. 100'-0"

FLUID APPLIED AIR BARRIER(VAPOR PERMEABLE)

GRADE, REF CIVIL DWGS

GROUT SOLID BELOWFLASHING

7 1/2"

10 3

/4"

CONT EMBEDDED FLASHING -PROVIDE END DAMS AT STEPS ANDTERMINATIONS - LAP FLASHINGUNDER RIGID INSUL - EXTENDFLASHING 8" MIN ABOVE FFE AND 4"MIN ABOVE CAVITY DRAINAGEMATERIAL



GRADE, REF CIVIL DWGS

GROUT SOLID BELOWFLASHING


7"

10 3

/4"

CONT EMBEDDED FLASHING -PROVIDE END DAMS AT STEPSAND TERMINATIONS - LAPFLASHING UNDER RIGID INSUL -EXTEND FLASHING 4" MIN ABOVECAVITY DRAINAGE MATERIAL -TRIM AT EXPOSED EDGE



PAVING WHERE OCCURS -REF CIVIL DWGS

GROUT SOLID BETWEENBELOW GRADE FLASHINGAND EMBEDED FLASHING


BELOW GRADE EMBEDEDFLASHING - EXTEND 8" MINAFF

CONT TRAFFIC SEALANT ATPAVING JOINT

7"

10 3

/4"

PREFIN SHEET METALCAP FLASHING WITHCONT CLEAT

PT 2X TAPERED WOODBLOCKING

MOISTURE BARRIER

BOND BEAM WITH (1) #4 BAR - GROUT SOLID

(2) LAYERS 3/4" PTPLYWOOD

5" CLIP ANGLE

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BRYAN, TEXAS

EXTERIOR SECTIONDETAILS

A321214000309

8/24/15

Author

1 1/2" = 1'-0"D7STANDING SEAM CANOPY

1 1/2" = 1'-0"A8WALKWAY COVER DETAIL



1 1/2" = 1'-0"D4WALKWAY COVER DETAIL

1 1/2" = 1'-0"D1SOFFIT DETAIL

1 1/2" = 1'-0"F8SCREEN WALL BASE

1 1/2" = 1'-0"F6BRICK LEDGE DETAIL



1 1/2" = 1'-0"G8SCREEN WALL COPING

76 76.2

EXISTING WALL TO REMAIN WATERTIGHT FACTORY-APPLIEDHIGHGRADE SILICONE BELLOWWITH MICROSPHERE-MODIFIED,ACRYLICIMPREGNATED, PRE-COMPRESSED FOAM

2"

WALL TYPE PER PLANS

CHAINLINK FENCE & GATEWITH PRIVACY SLATS

BG

68

8"

ALIGN

25 25

25

REMOVE BRICK FROM EXISTINGWALL (METAL STUDS ANDSHEATHING TO REMAIN)

WATERTIGHT FACTORY-APPLIEDHIGH GRADE SILICONE BELLOW WITHMICROSPHERE-MODIFIED, ACRYLICIMPREGNATED, PRE-COMPRESSEDFOAM

2"

CONTINUOUS COMPRESSIBLEEXPANSION JOINT FILLER ATINTERIOR WALL

EXISTING WALLCONSTRUCTION TOREMAIN

AS

49.9

AR.9

WATERTIGHT FACTORY-APPLIEDHIGHGRADE SILICONE BELLOWWITH MICROSPHERE-MODIFIED,ACRYLICIMPREGNATED, PRE-COMPRESSED FOAM

2"

8

EXISITNG WALL TO REMAIN

WALL TYPE PER PLANS

BF

BE

2 HR RATED CONTINUOUSCOMPRESSIBLE EXPANSIONJOINT FILLER AT INTERIORWALL

EXISITNG WALLS TO REMAIN

2"

2"

2"

2 HR RATED CMU WALL PER PLAN

AN

WATERTIGHT FACTORY-APPLIEDHIGHGRADE SILICONE BELLOWWITH MICROSPHERE-MODIFIED,ACRYLICIMPREGNATED, PRE-COMPRESSED FOAM

EXISTING COLUMNS TO REMAIN

LINE OF CASTSTONE CAP ABOVE,MODIFY CAP TO ACCOMODATE2" EXPANSION JOINT

WALL TYPE PER PLANS

2"

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BRYAN, TEXAS

EXPANSION JOINTDETAILS

A331214000309

8/24/15

Author

1 1/2" = 1'-0"A8EXPANSION JOINT DETAIL - AREA E

1 1/2" = 1'-0"C7EXPANSION JOINT DETAIL - AREA J

1 1/2" = 1'-0"A5EXPANSION JOINT DETAIL - AREA A

1 1/2" = 1'-0"F8EXPANSION JOINT DETAIL - AREA J

1 1/2" = 1'-0"A3EXPANSION JOINT DETAIL - AREA A

REFRIG.

ACCESSIBLE SHOWER STALL NOTES1. IN THE TRANSFER STALL, PROVIDE A SEAT ON THE WALL OPPOSITE THE CONTROLS AS INDICATED.2. MOUNT THE SEAT BETWEEN 17" AND 19" (ADULT), 15" AND 16" (GRADE 6 THRU 8) ABOVE BATHROOM FLOOR AND EXTEND THE FULL DEPTH OF THE STALL.3. PROVIDE GRAB BARS AS INDICATED.

4. LOCATE FAUCETS AND OTHER CONTROLS ON THE WALL OPPOSITE THE SEAT.

5. PROVIDE A SHOWER SPRAY UNIT AS INDICATED WITH A HOSE AT LEAST 60" THAT CAN BE FIXED OR HAND-HELD. MOUNT THE UNIT AT 45" MAX (GRADE 6 THRU 8) ABOVE SHOWER FLOOR FOR FORWARD REACH AND 51" MAX (GRADE 6 THRU 8) ABOVE SHOWER FLOOR FOR SIDE REACH.6. PROVIDE FOLDING TYPE SEAT WHERE A FIXED SEAT IS INDICATED IN A 36"x36" MIN SHOWER STALL, MOUNTED ON THE WALL ADJACENT TO THE CONTROLS.7. PROVIDE CURB MAX HEIGHT OF " WHERE CURB INDICATED IN SHOWER STALLS 36"x36", DO NOT PROVIDE CURB AT ACCESSIBLE SHOWER STALLS THAT ARE 30"x60" MIN.8. DO NOT OBSTRUCT CONTROLS OR OBSTRUCT TRANSFER FROM WHEELCHAIRS ONTO SHOWER SEATS WITHIN ENCLOSURES FOR SHOWER STALLS.9. THE STRUCTURAL STRENGTH OF SEATS AND THEIR ATTACHMENTS SHALL COMPLY WITH TAS 4.26.3.

1. REFER TO SHEETS A003 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. PROVIDE 90° OUTSIDE CMU CORNERS BEHIND CERAMIC TILE WRAPPING AROUND OUTSIDE CORNERS.7. TERMINATE CERAMIC TILE 2" SHORT OF CMU BULLNOSE CORNERS WHERE TILE FINISH STOPS AT OUTSIDE CORNER.8. EXTEND CERAMIC TILE UP TO AND AROUND MIRRORS ON WALLS WITH CERAMIC TILE WAINSCOT.9. REFER TO 'TOILET ROOM LEGEND' ON A401 FOR FIXTURES AND ACCESSORY INFO, TYP.10. 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.'11. REFER TO 'FIXTURE MOUNTING HEIGHT SCHEDULE' ON A401FOR MOUNTING HEIGHT INFO, TYP ALL ACCESSIBLE FIXTURES AND EQUIPMENT ARE TO BE MOUNTED AT SPECIFIED ELEMENTARY SCHOOL HEIGHTS, UON BY 'ACF' (ADULT ACC FIXTURE), TYP.12. COORDINATE INSTALLATION OF REQD BLOCKING AND STABILIZING FOR FIXTURES.13. THE STRUCTURAL STRENGTH OF GRAB BARS AT ACCESSIBLE WATER CLOSETS SHALL COMPLY WITH TAS 4.26.3.14. 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

15. MIRRORS MOUNTED WITHOUT SINKS OR CABINETS BELOW THEM SHALL BE FULL HEIGHT MIRRORS U.O.N. LOCATE TOPS OF THESE MIRRORS (MEASURED FROM FLOOR TO TOP MOST EDGE) AT 74" A.F.F. AND THE BOTTOMS OF MIRRORS AT 12" A.F.F. (MEASURED FROM FLOOR TO BOTTOM OF REFLECTING SURFACE).

3' - 0"

1' - 6"

3' -

2" M

IN

4' -

0"

SHOWER HEAD

CONTROL AREA

GRAB BAR

2'-6

" TO

2'-8

" (G

RAD

ES 6

-8)

3'-9

" (G

RAD

ES 6

-8)

ACCESSIBLE TRANSFER SHOWERSTALL CONTROL WALL ELEVATION

1' -

7" M

AX (A

DU

LT)

3' - 0"

2' -

9"

1' - 5".

2'-1

0" (A

DU

LT)

2'-6

" TO

2'-8

" (G

RAD

ES 6

-8)

1'-5

" MAX

(GR

ADES

6-8

)

FINISH FLOOR

ACCESSIBLE STALL FRONTELEVATION

1' - 0"2' - 0"

MAX

9"

1' - 0" MAX 3' - 6" MIN

1' -

7" M

AX (A

DU

LT)

2'-1

0" (A

DU

LT)


FINISH FLOOR

1'-5

" MAX

(GR

ADES

6-8

)

2'-6

" TO

2'-8

" (G

RAD

ES 6

-8)

ACCESSIBLE STALL SIDEELEVATION

FIXTURE MOUNTING HEIGHT SCHEDULE1. LAVATORIES (MEASURED FROM FLOOR TO RIM)

A. GRADES 6,7,8ACCESSIBLE

B. ADULTSACCESSIBLE

= 32"= 32" MAX (28" MIN. KNEESPACE)= 32"

2. URINALS (MEASURED FROM FLOOR TO RIM)A. GRADES 6,7,8 = 20"

ACCESSIBLE = 16"B. ADULTS = 24"

ACCESSIBLE = 17"

3. WATER CLOSETS(MEASURED FROM FLOOR TO TOP OF SEAT)

A. GRADES 6,7,8 = 15"ACCESSIBLE = 15" TO 17"

B. ADULTS = 15"ACCESSIBLE = 17" TO 19"

4. DRINKING FOUNTAINS AND EWC's(MEASURED FROM FLOOR TO SPOUT OUT LET)

A. GRADES 6,7,8 = 34"ACCESSIBLE = 34" MAX (28" MIN KNEESPACE)

B. ADULTS = 42"ACCESSIBLE = 36" MAX (27" MIN KNEESPACE)

5. ACCESSIBLE GRAB BARS(MEASURED FROM FLOOR TO CENTERLINE OF BAR)A. GRADES 6,7,8 = 31"B. ADULTS = 34"

6. PAPER TOWEL DISPENSER(MEASURED FROM FLOOR TO TOWEL SLOT)A. GRADES 6,7,8 = 45"B. ADULTS = 48"

7. TOILET TISSUE DISPENSER(MEASURED FROM FLOOR TO CENTERLINE OF ROLL)

A. ALL GRADES AND ADULTS =20"

8. SOAP DISPENSER(MEASURED FROM FLOOR TO CENTERLINE OF PUSH BUTTON)

A. GRADES 6,7,8 = 34"ACCESSIBLE = 36"

B. ADULTS = 38"ACCESSIBLE = 38"

9. SANITARY NAPKIN DISPENSER(MEASURED FROM FLOOR TO COIN SLOT)

A. ADULTS = 40"10. SANITARY NAPKIN DISPOSAL UNIT

(MEASURED FROM FLOOR TO TOP OF UNIT)A. ADULTS = 34"

11. MIRRORSBOTTOM OF ACCESSIBLE MIRROR SURFACE(MEASURED FROM FLOOR TO BOTTOM OF REFLECTING SURFACE)A. GRADES 6,7,8 = 37"B. ADULTS = 40"

12. SHOWER HEADS (CONTROLS WHERE NOTED)

B. ADULTS: MEN = 78"WOMEN = 72"

ACCESSIBLE = 48" TO SHOWER HEAD= 48" TO TOP OF CONTROLS

13. SHOWER CURTAINS AND RODS(MEASURED FROM FLOOR TO BOTTOM OF CURTAIN)A. ALL GRADESAND ADULTS

= 1"

(MEASURED FROM FLOOR TO HEAD CENTERLINE)A. GRADES 6,7,8 = 66"

= 34" MAX (29" MIN APRON, 27" MIN KNEESPACE)

TOP OF ACCESSIBLE MIRRORS(MEASURED FROM FLOOR TO TOP MOST EDGE)A. ALL GRADES AND ADULTS

ACCESSIBLE HT = 45"

= 74" MIN.

WALL MOUNTEDWATER CLOSET

WALL MOUNTED ACCWATER CLOSET

LAVATORY

ACC LAVATORY

URINAL

ACC URINAL

MOP RACK

MOP BASIN

TOILET TISSUEDISPENSER (TTD)(OF/CI)

SANITARY NAPKINDISPOSAL UNIT (SNDU)

SANITARY NAPKINDISPENSER (SND)

SOAP DISPENSER(BOBRICK B4112)(CF/CI)

FRAMED MIRROR(18"X36" UON)

PAPER TOWELDISPENSER (OF/CI)

ELECTRIC WATERCOOLER (EWC)

ACC ELECTRICWATER COOLER

ELECTRIC HANDDRYER

ROBE HOOK

CURTAIN ROD ANDCURTAIN

3-PERSON WASHFOUNTAIN

TOILET ROOM LEGEND

(OF/CI) - OWNER FURNISHED/CONTRACTOR INSTALLED(CF/CI) - CONTRACTOR FURNISHED/CONTRACTOR INSTALLED)

(OF/CI) PAPER TOWEL DISPNSER & (CF/CI) SOAP DISPENSER TO BE LOCATED AT ALL SINKSTHROUGHOUT PROJECT, TYP.

2'-6

" TO

2'-8

" (G

RAD

ES 6

-8)

1'-2

" (G

RAD

E PK

-5)

1' - 6"

3' - 0"

SHOWER SEAT

GRAB BAR

ACCESSIBLE TRANSFER SHOWERSTALL BACK WALL ELEVATION

3' -

0" M

IN

4' - 0" MIN

3' - 0"

SHOWER SEAT

1' - 6"

1' -

6"

BACK

GRAB BARS

CONTROL WALL

SHOWER CURTAINAND ROD

CLEARFLOORSPACE

TYPICAL ACCESSIBLE TRANSFERSHOWER STALL PLAN

1' - 5".

GRAB BARS


SND AT GIRL'S ANDWOMEN'SRESTROOMS ONLY

TOILETCOMPARTMENT


5' - 0" CLEAR

32" CLEARDOOR

5' -

1" M

IN

3' -

6" M

IN.

1' -

0"

3' - 0" MINFLUSH VALVECONTROLS ON WIDESIDE OF TOILET AREA

TYPICAL ACCESSIBLE STALL

1' - 0"2' - 0" REFER MEPDRAWINGS FORLOCATION OF PIPING

SNDU AT GIRL'S ANDWOMEN'SRESTROOMS ONLY

TOILETCOMPARTMENT

3' - 0" MIN

EQ EQ

5' -

1" M

IN


TYPICAL STANDARD STALL

1' - 6"

GRAB BARS

SNDU AT GIRL'SAND WOMEN'SRESTROOMS ONLY


3' - 0" CLR

32" CLEARDOOR

5' -

1" M

IN

3' -

0" M

IN1'

- 0"


TOILETCOMPARTMENT

EQ EQ

TYPICAL AMBULATORYACCESSIBLE STALL

BG

75.472.1

BJ.0

74.9

BOYSJ113

GIRLSJ115

STAFF TOILETJ114

CORRIDORJ120

J115

J114

J113

5' -

1 3/

4"4'

- 11

"5'

- 7"

6' -

11"

4' - 0" 1' - 4" 1' - 5"

5' -

2"2'

- 2"

4' -

9"

3' -

6"1'

- 1"

8" 10"

21' - 2" 6' - 6" 1' - 0"

24' -

3"

1' - 6" 5' - 2" 2' - 11" 3' - 1 1/2" 1' - 6" 7' - 10 3/4"

5' -

0 3/

8"2'

- 2"

5' -

0 3/

8"

2' -

4 1/

4"

MIN

.

22' -

6 3

/4"

1' -

10"

29' - 8"

8"1' - 0"

25

2525

25 25 25

B.F.

B.F.B.F.

26A

25

1' - 6"

1' - 6"

FRAMEDMIRRORABOVE SINK

FRAMED MIRRORABOVE SINK,TYP.

2' - 3" 2' - 4" 1' - 6"

2' - 3" 2' - 4" 1' - 6"

7876.1

BU

BT

MENSJ121

WOMENSJ122

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

14' - 4" 9' - 8"

1' - 0" 28' - 10" 1' - 6"

1' -

6"24

' - 0

"

5' -

4"

5' -

4"

5' -

0 3/

8"2'

- 0"

5' -

0 3/

8"48

" MIN

REQ

'D4'

- 2

7/8"

F.O. CMU8 3/4"

6"4'

- 0"

13' -

4"

5' -

3"

11 5

/8"

6' -

6 3/

8"8'

- 0"

7' -

7"11

"

1' - 10" 2' - 8" 2' - 8"

FRAMED MIRRORABOVE SINK, TYP.

1' - 10" 2' - 8" 2' - 8"

U.

V

W

14 17

A731

C1

C3


KITCHENETTEF106

NEW LIFE SKILLSF104

26' - 11 3/8"6"8"

12' - 7"13' - 2 3/8"

3' - 0"

8' -

3 3/

4"3'

- 0"

1' -

0 1/

4"

1' - 6" 3' - 6"

WASHER/DRYER,OFCI

2' X 4' FIXEDBENCH

VERIFY

PREFAB SHOWERSTALL, VERIFY DIMWITH MANUFACTURER

CMU LINTEL ABOVECABINET OPENING - REFSCHED

ACCESSIBLE FIRE EXTINGUISHERCABINET (REF SPEC) PNT TOMATCH WALL

2 1/4" SOLID CMU, MIN

SOLID UNIT FOR 8" BEYONDEA SIDE OF CABINET OPENING

SOLID UNIT BELOW CABINET

CMU (REFER TO WALLTYPE FOR SIZE)

FIN FL

AFF

TOP

OF

RO

A

4' -

8"

STL FRAMING (UON)

ACCESSIBLE FIRE EXTINGCABINET (REF SPEC) PNT TOMATCH WALL

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

STL FRAMING (UON)

4' -

8" A

FF T

OP

OF

RO

FIN FL

B

4" MAX 4" MAX

N

E

DC

AB

FG

H

J

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SHEET TITLE:

KEY PLAN (NTS)


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BRYAN, TEXAS

ENLARGED TOILETPLANS, NOTES & DETAILS

A401214000309

8/24/15

DB

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

1/4" = 1'-0"A5ENLARGED TOILET RM

1/4" = 1'-0"A8ENLARGED LIFE SKILLS PLAN

REFERENCED ON / 1" = 1'-0"D6FIRE EXTINQUISHER DETAILS

DOOR SCHEDULE REMARKS:

1. PROVIDE SOUND SEAL AT DOOR.2. PROVIDE (2) PEEPHOLES, 1 AT ACCESSIBLE HEIGHT.3. PROVIDE CARD READER, RELEASE BUZZ-IN4. NOT USED5. PROVIDE DOOR PUSH/PULL6. NOT USED7. EXISTING DOOR TO REMAIN. MODIFY DOOR AS REQUIRED FOR NEWHARDWARE INCLUDING CARD READER AND RELEASE BUZZ-IN

FULL GLASSINTERMDIATE RAIL

(ALUM)

FGIRF NL

NARROW LIGHTFLUSH OVERHEADCOILING DOOR

OCD

VER

IFY

W/ H

DW

R M

TG H

T

1' -

0"

6"9" 8"

3' -

9"

6"

FGPL

VER

IFY

W/ H

DW

R M

TG H

T 9"9"

9"10

"

FULL GLASSINTERMDIATE RAIL

(PLAM)

S2

REMOVEABLEMULLION

4"

4"R

EF S

CH

ED

S1

REF

SC

HED

2"R

EF S

CH

ED

2" REF SCHED 2" 2" REF SCHED 2" 2" REF SCHED 2"S3

REMOVEABLEMULLION

2"R

EF S

CH

ED

2" REF SCHED 2"S4

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

2. REFER TO SHEET A004 FOR LINTEL SCHEDULES AND DOOR AND WINDOWJAMB STUD 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.PROVIDE STANDARD WIDTH FRAME WITH THROAT OPENING APPROPRIATETO WALL TYPE.

6. COORDINATE WITH MECH DOCUMENTS FOR DOOR UNDERCUTS ANDDOOR LOUVERS, 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 DOORSSCHEDULED TO HAVE WALL MOUNTED DOOR STOPS. (REFER HARDWARESCHEDULE SUBMITTAL).

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

12. FLOOR MATERIAL CHANGES BETWEEN ROOMS TO OCCUR UNDERDOOR.

4' -

8"3'

- 4"

4' - 8"S5

8' -

0"

COORDINATE WITHNEW MASONRYOPENING

EQ 6' - 2" EQVIF

± 12' - 2 1/2"

7' -

11"

4' -

1"

VIF

± 12

' - 0

"

A1

G1

A511

F1

A511

DOOR PER SCHED

10' -

0"

A6ARC LENGTH = 33' - 1 1/2"

8 EQ

3' -

11"

2' -

0"2'

- 0"

2' -

1"

177.87° 178.28° 179.41° 178.70° 179.41° 178.28° 177.79°

D9

A512

G9

A512

E6

A512

D7A321

6' - 8"

3' - 4" 3' - 4"A7

2' -

0"2'

- 0"

2' -

0"

6' -

0"

A4

A511

G8

A511

D9

A512

2' -

8"

2' - 8"A8

G8

A511

D9

A512

A4

A511

6' - 4"

10' -

0"

7' -

11"

2' -

1"

A4

DOOR PER SCHED

D9

A512

G8

A51111' - 10 3/8"

EQ 6' - 2" EQA5

3' -

11"

2' -

0"2'

- 0"

2' -

1"

10' -

0"

F8

A511

D6

A512

G9

A512

E6

A512

DOOR PER SCHED

± 2'

- 1"

7' -

11" VI

F

± 10

' - 0

"

EQ6' - 2"EQVIF

± 10' - 0"A2

G4

A511

F4

A511

DOOR PER SCHED

A3

± 4'

- 1"

7' -

11" ±

12' -

0" V

IF

EQ 6' - 2" EQ

± 12' - 11" VIF

DOOR PER SCHED

G1

A511

F1

A511SIM

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"

GENERAL SIGNAGE NOTES:1. REFER TO A501 FOR ROOM SIGN TYPES.2. PROVIDE FULL CONCEALED BACK PIECE FOR SIGNS MOUNTED ON GLASS.3. PROVIDE EXTERIOR GRADE SIGN AT DOORS. PROVIDE EXTERIOR GRADE CLEAR COAT TO SIGN.

DIRECTIONAL SIGNAGE NOTES:1. SIGN FACES TO BE PLASTIC LAMINATE, COLOR TO MATCH ADJACENT ROOM SIGN.2. PROVIDE 1/2" RADIUS CORNERS OF ALL DIRECTIONAL SIGNS.3. SIGN CONSTRUCTION TO MATCH ROOM IDENTIFICATION SIGNS.4. TEXT/NUMERAL FONT TO MATCH ROOM IDENTIFICATION SIGNS.5. PROVIDE ONE SIGN AT EACH DESIGNATED LOCATION TO MATCH EXISTING.6. ROOM NAMES AND NUMBERS WILL BE COORDINATED WITH BRYAN ISD NUMBERING SYSTEM.

3' -

0"

4' - 0"S6

3' -

0"

NAME

200NAMENAME

CLEAR ACRYLIC WINDOW

-8"

.

LOCATION OF 2ND &3RD LINE(S)-(IF REQ'D)

1/2" RADIUS AT ALLCORNERS-PAINT TOMATCH PLAM COLOR 1

RAISED BLACK1 1/4" HELVETICAMEDIUM NUMBERSGRADE II BRAILLE-COLOR TO MATCHLAMINATE3/16" ROUTED BAND-PAINT BLACKREPLACEABLESIGNAGEPLASTICLAMINATECOLOR NO. 1

PLASTIC LAMINATECOLOR NO. 2

--

2 3/

4"5

1/16

"

1/2" RADIUS AT ALLCORNERS-PAINT TOMATCH PLAM COLOR 1

GRADE II BRAILLE-COLOR TO MATCHLAMINATE

3/16" ROUTED BAND-PAINT BLACK

RAISED WHITE3/4" HELVETICAMEDIUM LETTERS

BOYS

PLASTIC LAMINATECOLOR NO. 1

RAISED BLACK 2 1/2"TALL GENDER & H.C.SYMBOLS

PLASTIC LAMINATEPLAM WILSONART COLOR/NUMBER

12

TO MATCH EXISTING

.

13/1

6".

1 13

/16"

.

6"

. . .. . .

. . .. .

. 8"

..

.4"

1"1"

8"

.8"

TO MATCH EXISTING

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

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

BASIS OF DESIGN:1. EXTERIOR ALUMINUM CURTAIN WALL BASIS OF DESIGN - VISTAWALL HP175

2. INTERIOR ALUMINUM STOREFRONT BASIS OF DESIGN - VISTAWALL HP175

1

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SCALE:

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SHEET TITLE:


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As indicatedChecker



BRYAN, TEXAS

DOOR SCHEDULE, INFO,AND FRAME TYPES

A501214000309

8/24/15

Author

DOOR SCHEDULE - AREA 'A'DOOR FRAME DETAILS

FIRE RATINGHARDWARE

SET REMARKSNUMBER WID

TH

HEI

GH

T

TYPE MATERIAL TYPE MATERIAL HEAD JAMB SILL

A122 3' - 8" 7' - 0" NL STL S1 STL D6/A511 B6/A511 - 90 MIN 11.02 1A124A 3' - 8" 7' - 10" NL SCPL S2 STL D4/A511 B4/A511 - - 11 1A124B 3' - 8" 7' - 10" NL SCPL S2 STL D4/A511 B4/A511 - - 11 1A129 3' - 8" 7' - 10" NL SCPL S2 STL G6/A511 F6/A511 - - 09 -A135 3' - 8" 7' - 10" NL SCPL S2 STL D4/A511 B4/A511 - - 11.01 1A140 3' - 8" 7' - 10" NL SCPL S2 STL D4/A511 B4/A511 - - 11.01 1A144 3' - 8" 7' - 10" NL SCPL S2 STL D4/A511 B4/A511 - - 11.01 1

A148A 6' - 0" 7' - 10" FGIR AL A3 AL G1/A511 F1/A511 SIM - - 04 -A148B 6' - 0" 7' - 10" FGIR AL A2 AL G4/A511 F4/A511 - - 04 -A148C 6' - 0" 7' - 10" FGIR AL A1 AL G1/A511 F1/A511 - - 04 -A150A 3' - 8" 7' - 0" NL STL S1 STL D6/A511 B6/A511 - 90 MIN 06.01 1A150B 3' - 8" 7' - 0" F STL S1 STL B8/A511 D1/A511 A8/A511 - 03 2A151 3' - 8" 7' - 0" NL SCPL S1 STL G6/A511 F6/A511 - - 11.01 1A152 3' - 0" 7' - 0" NL SCPL S1 STL G6/A511 F6/A511 - - 09 -A153 3' - 0" 7' - 0" F SCPL S1 STL G6/A511 F6/A511 - - 10 -A154 3' - 0" 7' - 0" F SCPL S1 STL G6/A511 F6/A511 - - 10 -

DOOR SCHEDULE - AREA 'B'DOOR FRAME DETAILS

FIRE RATINGHARDWARE


TH

HEI

GH

T


B101A 6' - 0" 7' - 10" EXIST EXIST EXIST EXIST - - - - 19 7B101B 6' - 0" 7' - 10" EXIST EXIST EXIST EXIST 18B101C 6' - 0" 7' - 10" EXIST EXIST EXIST EXIST 16B101D 5' - 9" 7' - 9" FGIR ALUM ALUMB102A 3' - 0" 7' - 0" NL SCPL S2 STL B9/A512 A9/A512 - - 09 -B105A 3' - 0" 7' - 10" FGPL SGPL S2 STL B9/A512 A9/A512 - - 17 3B105B 3' - 0" 7' - 10" FGPL SGPL S2 STL B9/A512 A9/A512 - - 07.02 -B120 3' - 0" 7' - 0" NL SCPL S2 STL B9/A512 A9/A512 - - 08 -

B134A 2' - 10" 7' - 0" F SCPL S2 STL B6/A512 A6/A512 - - 12.01 -B134B 2' - 10" 7' - 0" F SCPL S2 STL B6/A512 A6/A512 - - 12.01 -B134C 2' - 10" 7' - 0" F SCPL S2 STL B6/A512 A6/A512 - - 12.01 -B134D 2' - 10" 7' - 0" F SCPL S2 STL B6/A512 A6/A512 - - 12 -B134E 3' - 0" 7' - 0" F SCPL S2 STL B6/A512 A6/A512 - - 10 -

DOOR SCHEDULE - AREA 'F'DOOR FRAME DETAILS

FIRE RATINGHARDWARE


TH

HEI

GH

T


F104A 3' - 0" 7' - 0" F SCPL S2 STL B6/A512 A6/A512 - - 12 -

DOOR SCHEDULE - AREA 'E'DOOR FRAME DETAILS

FIRE RATINGHARDWARE


TH

HEI

GH

T


E122B 3' - 0" 7' - 0" F SCPL S1 STL D6/A511 B6/A511 - 90 MIN 06 -E133 3' - 0" 7' - 0" NL SCPL S1 STL G6/A511 F6/A511 - - 07.01 -E134 6' - 0" 7' - 10" F STL S4 STL B8/A511 D1/A511 A8/A511 - 15 -

E135A 6' - 0" 7' - 10" F STL S4 STL G6/A511 F6/A511 - 90 MIN 05 -E135B 6' - 0" 7' - 10" F STL S4 STL B8/A511 D1/A511 A8/A511 - 02 -E136A 4' - 0" 7' - 0" NL SCPL S1 STL G6/A511 F6/A511 - - 06.02 -E136B 3' - 0" 7' - 0" NL SCPL S1 STL G6/A511 F6/A511 - - 06.02 -E137A 3' - 0" 7' - 0" NL SCPL S1 STL G6/A511 F6/A511 - - 09 -E137B 3' - 0" 7' - 0" F SCPL S1 STL G6/A511 F6/A511 - - 09 -E138 6' - 0" 7' - 10" F STL S4 STL B8/A511 D1/A511 A8/A511 - 15 -E139 6' - 0" 7' - 10" F STL S4 STL B8/A511 D1/A511 A8/A511 - 02 -

E139A 3' - 0" 7' - 0" F STL S1 STL 10

DOOR SCHEDULE - AREA 'J'DOOR FRAME DETAILS

FIRE RATINGHARDWARE


TH

HEI

GH

T


J100 6' - 0" 7' - 10" FGIR AL A4 AL G8/A511 D9/A512 A8/A511 - 01 -J101 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - - 07 -J102 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - - 07 -J103 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - - 07 -J104 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - - 07 -J105 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - - 07 -J106 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - - 07 -J107 3' - 0" 7' - 0" FGPL SGPL S2 STL B6/A512 A6/A512 - - 07.01 -J108 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - - 09 -J109 3' - 0" 7' - 0" F SCPL S2 STL B6/A512 A6/A512 - - 10 -J110 3' - 0" 7' - 0" F SCPL S2 STL B6/A512 A6/A512 - - 10 -J111 3' - 0" 7' - 0" F SCPL S2 STL B6/A512 A6/A512 - - 10.01 -J113 3' - 0" 7' - 0" F SCPL S2 STL B6/A512 A6/A512 - - 14 -J114 3' - 0" 7' - 0" F SCPL S2 STL B6/A512 A6/A512 - - 13 -J115 3' - 0" 7' - 0" F SCPL S2 STL B6/A512 A6/A512 - - 14 -

J116A 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - SMOKE 06 -J116B 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - SMOKE 06 -J117A 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - SMOKE 06 -J117B 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - SMOKE 06 -J118A 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - SMOKE 08.02 -J118B 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - SMOKE 08.02 -J119A 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - SMOKE 06 -J119B 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - SMOKE 06 -J121 4' - 0" 8' - 0" 15 METAL GATEJ123 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - - 07 -J124 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - - 07 -J125 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - - 07 -J126 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - - 07 -J127 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - - 07 -J128 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - - 07 -J129 3' - 0" 7' - 0" NL SCPL S2 STL B6/A512 A6/A512 - - 07 -

J147A 6' - 0" 7' - 10" F STL S4 STL D8/A511 E9/A512 A8/A511 45 MIN 02J147B 6' - 0" 7' - 10" FGIR AL A5 AL F8/A511 G9/A512 & D6/A512 A8/A511 - 01 -J147C 11' - 7" 18' - 0" OCD STL - STL D4/A512 A4&B4/A512 - 90 MIN - FIRE RATED SHUTTER

DOOR TYPESSTEEL FRAME TYPES

ALUMINUM FRAME TYPES ROOM SIGNAGE

FLOOR FINISHAS SCHEDULED

SST FASTENERS

NOTE: PROVIDE MITEREDENDS IF THRESHOLDEXTENDS BEYOND DOORJAMBS

DOOR AS SCHED

DOOR FRAME AS SCHED

EXTERIORINTERIOR

EXT CONCPAVING - SLOPETO DRAIN - REFCIVIL DWGS1/

2" M

AX

ADA COMPLIANTALUMINUMTHRESHOLD SET INBED OF SEALANT


10" H x FULL WIDTH CAVITYDRAINAGE MATERIAL

VENEER MASONRY REFWALL TYPE ANDEXTERIOR ELEVATIONS

EMBEDDED FLASHING TOEXTEND 4" ABOVE CAVITYDRAINAGE MATERIAL

LOOSE STEEL ANGLELINTEL PER SCHEDULE -GALV AND PAINTED TOMATCH MASONRY

WOOD SHIM W/BACKER ROD ANDSEALANT EA SIDE


CMU LINTEL BLOCKPER SCHEDULE

CONT 2"X3" (LLV)16 GA GALV STLCLIP ANGLE FULLLENGTH OF OPENING,MECH ATTACHTO CMU LINTEL

STEEL FRAMEGROUTED SOLIDSTOP AND GLAZING

WHERE OCCURS

2 1/2" 10"


EMBEDDED FLASHINGTO EXTEND MIN 4"ABOVE TOP OF CAVITYDRAINAGE MATERIALAND TRIM AT EXPOSEDEDGE

OPEN HEAD WEEP AT24" 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"

5/8" SUSPPCP SOFFIT

ALUMSTOREFRONTWITH CONTBACKER PLATE

3 1/2"x3 1/2" CONT GALVSTL CLIP ANGLE FULLLENGTH OF OPENING-MECH ATTACH TO CFMFHEADER

BUILT-UP CFMF HEADER -AS ENGINEERED BY STLSTUD SUPPLIER

WOOD SHIM W/ BACKERROD AND SEALANT EASIDE

RIGID INSULATION

SUSPENDEDSTL FRAMINGSYSTEM FORPCP SOFFIT

CONT VENTSCREED AT ALLPERIMETERS

CONT PT WDBLOCKINGANCHORED TOCLIP ANGLE


EXTERIOR INTERIOR

CONT SAWCUT ANDSST WATER STOPCONT

WOOD SHIM WITHSEALANT AND BACKERROD EA SIDE

ALUM STOREFRONT

1"


EMBEDDED FLASHING -EXTEND MIN 4" ABOVETOP OF CAVITYDRAINAGE MATERIALAND TRIM AT EXPOSEDEDGE

OPEN HEAD JOINTWEEPS AT 24"OC

LOOSE STEEL LINTEL(SEE SCHED)


ALUM STOREFRONT

RIGID INSUL SUPPORTFOR FLASHING

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

BUILT-UP CFMF HEADER -AS ENGINEERED BY STUDSUPPLIER

5/8" WD SPACER

2 1/2"

ALUM STOREFRONT

WOOD SHIM W/ SEALANT& BACKER ROD EA SIDE

2-1/2"x2-1/2" CONT 16 GAGALV STL CLIP ANGLEFULL LENGTH OF OPENING- MECH ATTACHED TOSTUD TRACK

EMBEDDED FLASHING TOEXTEND OVER WOODBLOCKING AND TRIM ATEXPOSED EDGE

VENEER MASONRY,REF ELEVATIONS

MFR'S STD SUB-SILL MECHANCHORED TO BLOCKING

PLAM ON 3/4" PLYWD

CONT 2x PT WD BLOCKING

6"X14 GA CONT RUNNERTRACK

SOLID GROUT CAVITYABOVE FLASHING

2 1/

4"

1 1/

2"

ALUM SILL FLASHINGWITH END DAMS

WOOD SHIM W/SEALANT AND BACKERROD EA SIDE

STEEL FRAME - GROUTSOLID

EXISTING WALLCONSTRUCTION -DEMO AS REQD FOR NEWCONSTRUCTION.

CLOSED BOTTOMCMU LINTEL

2" COMPRESSIBLEJOINT FILLER

STEEL ANGLE/PLATELINTEL - REFSTRUCTURAL DWGS

WALL TYPE PER PLANS

6 3/4"

WOOD SHIM W/SEALANT AND BACKERROD EA SIDE

STEEL FRAME - GROUTSOLID

EXISTING WALLCONSTRUCTION -DEMO AS REQD FORNEW CONSTRUCTION

GROUT CELLS FULLWITH #5 REBAR CONTTO TOP OF WALL

2" COMPRESSIBLEJOINT FILLER

STEEL ANGLE/PLATEJAMB TO MATCH LINTELABOVE

WALL TYPE PER PLANS

JAMB LOCATION ATLATCH SIDE OFDOOR

18" M

IN @

A15

0A

1' -

0" M

IN @

A12

2, E

122B

APPLIED STOP ANDGLAZING WHEREOCCURS

STEEL FRAME -GROUT SOLID

SHIM W/ BACKER RODAND SEALANT EA SIDE

DEMO EXIST WALL ASREQ'D TO INSTALL NEWBOND BEAM

SOLID BOTTOMCMU LINTEL PERSCHED EA SIDE

9/16"

REINFORCE CMU PERSCHED

AT EXIST WALLS, DEMO ASREQD TO INSTALL LINTELABOVE AND FULL BLOCK ATJAMB.

WOOD SHIM W/BACKER ROD ANDSEALANT EA SIDE

EA SIDE9/16"

MASONRY JAMB ANCHOR

APPLIED STOP ANDGLAZING WHEREOCCURS


SOLID BOTTOM LINTELPER SCHEDULE

STEEL FRAMEGROUTED SOLID

STOP AND GLAZINGAS SCHED

BACKER RODAND SEALANTEA SIDE

WALL TYPE PERPLAN

WALL TYPE

COORD FRAMEDEPTH WITH

EA SIDE9/16"

STEEL FRAMEGROUTED SOLID

STOP AND GLAZINGAS SCHED

BACKER RODAND SEALANTON BOTH SIDES

WALL TYPE PERPLAN

WALL TYPE

COORD FRAMEDEPTH WITH

MASONRY JAMBANCHORS

EA SIDE9/16"


WALL TYPE '24A' ABOVE

'J' MOLD TRIM EACH SIDEAT GYP BD TERMINATION

ALUM STOREFRONT -CENTER ON WALL

MODIFY EXISTING GRIDS,REPLACE TILE AS NEEDED

EXISTING WALLCONSTRUCTION TOREMAIN

ALUM STOREFRONT -CENTER ON WALL


2X WOOD BLOCKING

EXISTING SOFFITFRAMING TO REMAIN

3 1/2"

WD SHIM WITH SEALANTAND BACKER ROD EASIDE WHERE REQUIRED FOR

EXIST OCG DEMOLITION,INFILL 5/8" GYP BD ON 3-5/8" METAL STUDS AT 16"OC

ALUM STOREFRONT

2X WOOD BLOCKING -MECH FASTEN TOEXISTING BRICK


ALUMINUM STOREFRONT

CONT 2"X3" 16 GAGALV STL CLIPANGLE FULL LENGTHOF OPENING, MECHATTACH TO CMU

SEALANT ANDBACKER RODEA SIDE

1" BULLNOSE

GROUT CELLS FULLWITH # 5 REBARCONT TO TOP OF WALL


VENEERMASONRYREF WALL TYPEAND EXTERIORELEVATIONS

EMBEDDED FLASHINGLAP OVER ANGLEEXTEND 8" BEYONDOPENING, TRIM ATEXPOSED EDGE

MASONRY JAMBANCHOR2 1/2" 10"

N

E

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AB

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H

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Project #:

SHEET TITLE:

KEY PLAN (NTS)


2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

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E

D

C

B

A

H

G

F

E

D

C

B

A

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



BRYAN, TEXAS

HEAD JAMB SILL DETAILS

A511214000309

8/24/15

Author

1 1/2" = 1'-0"A8EXT. THRESHOLD DETAIL

1 1/2" = 1'-0"B8HEAD DETAIL

1 1/2" = 1'-0"D8HEAD DETAIL

1 1/2" = 1'-0"F8HEAD DETAIL

1 1/2" = 1'-0"A6SILL DETAIL

1 1/2" = 1'-0"G8HEAD DETAIL

1 1/2" = 1'-0"A4SILL DETAIL


1 1/2" = 1'-0"B6JAMB DETAIL


1 1/2" = 1'-0"B4JAMB DETAIL


1 1/2" = 1'-0"F6JAMB DETAIL





1 1/2" = 1'-0"D1JAMB DETAIL

ANCHOR CLIPS ATOPENINGS WIDERTHAN 5'-0"

SEALANT EACH SIDE

CONT 20GA RUNNERTRACK AT OPENINGS 4'-0"WIDE OR LESSBUILT-UP HEADER (ASENGINEERED BY STUDSUPPLIER) AT OPENINGSOVER 4'-0" WIDE

STEEL FRAME

EXISTING WALLCONSTRUCTION TOREMAIN - DEMO ASREQUIRED TO INSTALLNEW HEADER ANDFRAME

6"

ANCHOR CLIPS AT DOORSWIDER THAN 5'-0"

SEALANT EACH SIDESTEEL FRAME

TWO 20GA STEEL STUDSCONT TO STRUCT ABOVE

EXISTING STUD WALL - DEMOAS REQ'D TO INSTALL JAMBSTUDS AND HEADER ABOVE

6"

ANCHOR CLIPS AT DOORSWIDER THAN 5'-0"

SEALANT EACH SIDE

CONT 20GA RUNNERTRACK AT OPENINGS 4'-0"WIDE OR LESS.BUILT-UP HEADER (ASENGINEERED BY STUDSUPPLIER) AT OPENINGSOVER 4'-0" WIDE

STEEL FRAME

6"

WALL TYPE PER PLAN

ANCHOR CLIPS ATOPENINGS WIDERTHAN 5'-0"

SEALANT EACH SIDE

TWO 20GA STEEL STUDSCONT TO STRUCT ABOVE

STEEL FRAME

WALL TYPE PER PLAN

6"

MASONRY VENEER -REF ELEVATIONS

EMBEDDED FLASHINGOVER CLIP ANGLE -EXTEND 8" BEYONDOPENING AND TRIM ATEXPOSED EDGE

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

ALUM STOREFRONT

BUILT-UP CFMF JAMBPER JAMB SCHEDULE


2 1/2"

WALL TYPE PER PLANS

MASONRY VENEER -REF ELEVATIONS

EMBEDDED FLASHINGOVER CLIP ANGLE -EXTEND 8" BEYONDOPENING AND TRIM ATEXPOSED EDGE

3-1/2"x3-1/2" CONT 16 GAGALV STL CLIP ANGLEFULL HEIGHT OF OPENING

STEEL FRAME

BUILT-UP CFMF JAMB -PER JAMB SCHEDULE


2 1/2" 6 3/4"

WALL TYPE PER PLANS

EMBEDDED FLASHINGLAP OVER CLIP ANGLEEXTEND 8" BEYONDOPENING, TRIM ATEXPOSED EDGE

MASONRY VENEER -REF ELEV

ALUM STOREFRONT

3 1/2" x 3 1/2" CONT 16GA GALV STL CLIPANGLE FULL HEIGHTOF OPENING - MECHATTACH TO CFMFJAMB


BUILT-UP CFMF JAMBPER JAMB SCHEDULE

1" BULLNOSE


EMBEDDED FLASHINGLAP OVER CLIP ANGLEEXTEND 8" BEYONDOPENING, TRIM ATEXPOSED EDGE

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

MASONRY VENEER -REF ELEV

ALUM STOREFRONT


EXTERIOR INTERIOR

CONT SAWCUT ANDSST WATER STOPCONT


ALUM STOREFRONT

PAVING WHEREOCCURS - REFCIVIL DWGS

CONT TRAFFICSEALANT ATPAVING JOINT

TWO HOUR RATED WALL

JAMB STUDREINFORCING PERSHEET A004

STEEL TUBESUPPORT BY OCDMANUF

OCD GUIDE RAILS

OVERHEAD COILINGDOOR CURTAIN

WALL TYPEPER PLAN

TWO HOUR RATED WALL

STEEL TUBESUPPORT BY OCDMANUF

OCD GUIDE RAILS

OVERHEAD COILINGDOOR CURTAIN

WALL TYPEPER PLAN

8 3/

8"

BUILT-UP CFMFHEADER - ASENGINEERED BY STLSTUD SUPPLIER

SLOTTED OPENING ANDCLOSURE BY CLNG MFR

CEILING PERREFLECTEDCEILING PLAN

OVERHEAD COILING DOORAND MOTOR

2 HR RATED WALL

4"

1

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SCALE:

Project #:

SHEET TITLE:


2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

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



BRYAN, TEXAS

HEAD JAMB SILL DETAILS

A512214000309

8/24/15

Author

1 1/2" = 1'-0"B9HEAD DETAIL

1 1/2" = 1'-0"A9JAMB DETAIL

1 1/2" = 1'-0"B6STEEL FRAME HEAD

1 1/2" = 1'-0"A6STEEL FRAME JAMB


1 1/2" = 1'-0"E9JAMB DETAIL

1 1/2" = 1'-0"G9JAMB DETAIL


1 1/2" = 1'-0"E6SILL DETAIL

1 1/2" = 1'-0"B4OCD JAMB DETAIL

1 1/2" = 1'-0"A4OCD JAMB DETAIL

1 1/2" = 1'-0"D4OCD HEAD DETAIL

1. REFER TO FLOOR PLANS & INTERIOR ELEVATIONS FOR WALL MOUNTEDFIXTURES & DEVICES, ETC.

2. REFER TO MECHANICAL, ELECTRICAL & TECHNOLOGY DRAWINGS FORQUANTITY & TYPE OF CEILING MOUNTED FIXTURES & DEVICES, ETC.

3. ALL CEILING MOUNTED FIXTURES, DEVICES, ETC ARE TO BE CENTEREDWITHIN THE CEILING TILE UNLESS NOTED OTHERWISE.

4. THE TYPICAL HEIGHT FOR SUSPENDED CEILINGS SHALL BE 10' - 0" AFFUNLESS NOTED OTHERWISE. REFER TO ROOM FINISH SCHEDULEFOR CEILING HEIGHTS.

5. THE TYPICAL HEIGHT FOR GYPSUM BOARD BULKHEADS SHALL BE 10' - 0"AFF UNLESS NOTED OTHERWISE.

6. THE TYPICAL HEIGHT FOR GYPSUM BOARD SOFFITS SHALL BE 10' - 0" AFF,UNLESS NOTED OTHERWISE. NOTE: GYPSUM BOARD PERIMETER SOFFITHEIGHT IS GENERAL IN NATURE, THOSE ABUTTING GLAZING SYSTEMS ARETO ALIGN WITH THE TOP OR BOTTOM OF MULLION AS INDICATED INSECTION DETAILS.

7. UNDESIGNATED PAINTED GYPSUM BOARD SOFFITS & CEILINGS UNLESS NOTED OTHERWISE TO BE PAINTED 'PT-8'.

8. FIELD VERIFY ALL BULKHEAD DIMENSIONS PRIOR TO CONSTRUCTION.

9. PROVIDE CONTROL JOINTS AT 30' - 0" OC MAXIMUM AT ALL GYPSUMBOARD BULKHEADS

10. REPLACE CEILING TILE WHERE ELECTRICAL DEVICES ARE BEING REPLACED

GENERAL CEILING NOTES

AR

42

AS

45 46 50

52 53

BF

BE

BD

BC

BBBA

AZ

AY

AN

RA

AV

AU

AW

AT

45.4 49.948.9

AN.2

AR.9

18' - 0"

10' - 0"

10' - 0"

A9A301

NEW CEILING GRID AND TILETO MATCH EXISTING ASREQUIRED IN THIS AREA

10' - 0"

10' - 0"

10' - 0"10' - 0"

EXISTING TO REMAININ THIS AREA



NEW CEILING GRID AND TILETO MATCH EXISTING AS

REQUIRED IN THIS AREA

BG

BE

38.1

36

RBRLN.R

S

V

22

23

40BL

BM

37

34

AJ

AH

AG

AE

AD

RE

12' - 0"

10' - 4"

10' - 4"

10' - 4"

10' - 4"

10' - 4"

96

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

NEW CEILING GRID ANDTILES TO MATCH EXISTINGAS REQUIRED IN THIS AREA

NEW PENDANT FIXTURES, TYP.(ALTERNATE, RE: SPECS)EXISTING CEILING TO REMAININ THIS AREA

THEATRICAL LIGHT PIPE RIGGINGWITH BLACK CURTAIN

PAINT EXISTING CEILINGGRID AND TILE BLACK.SPRAY PAINT HVACDIFFUSERS INDIVIDUALLY,TYP.

NEW CEILING GRID AND TILES ATSTORAGE AND DRESSING ROOMS

NEW CEILING GRID &TILES IN THIS AREA

NOTE: PROVIDE NEW CEILING TILES ANDGRID. REUSE EXISTING MEP DEVICES PERMEP AND TECHNOLOGY DRAWINGS. PAINTALL EXPOSED GRID, CEILING TILES, ANDMEP DEVICES (IF ALLOWED) BLACK.

R

U.

14 17

10' - 0"

NEW GYP. CEILING

NEW CEILING

APC 1 - 2X2 ACOUSTIC PANEL CEILING

REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE LOCATIONS (UON)

GYPSUM BOARD BULKHEAD/CEILING - PAINTED

REFER TO FINISH SCHEDULE FOR MORE INFORMATION

CEILING PLAN LEGEND

EXPOSED TO STRUCTURE ABOVE (PAINTED)

ALUMINUM WALKWAY COVER DECKING

EXISTING CEILING TO REMAIN -CONTRACTOR TO REMOVE ANDREPLACE TILE AS REQUIRED FORNEW WALL LAYOUT & NEW MEPITEMS TYP.

PYRAMID DIFFUSER TILE

1

ISSUE:

CHECKED:

SCALE:

Project #:

SHEET TITLE:


2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

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B

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H

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B

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As indicatedChecker



BRYAN, TEXAS

FIRST LEVEL CEILINGPLAN - AREA A, B & F

A611214000309

8/24/15

Author

1/8" = 1'-0"A1FIRST LEVELCEILING PLAN - AREA A

1/8" = 1'-0"A7FIRST LEVEL CEILING PLAN - AREA B

1/8" = 1'-0"F1FIRST LEVEL CEILING PLAN - AREA F

NN

N

AR

AS

53

BF

54 56 58 60

6261595755

63

BE

BD

BC

64

BB

BA

AZ

AY

AP

AN

65

66

67

68

69 70 71 72

73

74 75 76 77

AX

AVAU

AW

AT

69.8 7876.171.3 75.472.1 74.9

AN.1

BD.9

77.976.2

/A8 A613/A8 A613/A8 A613

A1A301

A5A301

E1A301

12' - 0" 14' - 8"14' - 0"18' - 0" 12' - 0"

14' - 8"14' - 0"18' - 0" 18' - 0" 10' - 0" 10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

EXPOSED

EXPOSED

EXPOSED

ROOF HATCH ANDLADDERREF: D1/A312 &F1/A312

EXTENT OF NEWGRID ALIGN WITHEXISTING GRID INTHIS AREAPROVIDE NEWGRID AND TILE ASREQUIRED.

FIRE RATED GYP.FURR DOWN TOREMAIN

8' - 0"

10' - 0"

A1A631

A5A631

A1A631

10' - 0"

10 3

/8" 2' - 0"

2' - 0"

6' - 0"

2' - 0"2' - 0"











GENERAL CEILING NOTESAPC 1 - 2X2 ACOUSTIC PANEL CEILING




CEILING PLAN LEGEND





N

E

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SCALE:

Project #:

SHEET TITLE:

KEY PLAN (NTS)


2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

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As indicatedChecker



BRYAN, TEXAS

FIRST LEVEL CEILINGPLAN - AREA E

A612214000309

8/24/15

Author

1/8" = 1'-0"A8FIRST LEVEL CEILING PLAN - AREA H

N

BG

BFBE

68

69 70 71 72 74 75 76 77

BJ

BL

BN

BP

BR

BM

BK

BH

69.8 7876.1

BU

BV

71.3 75.472.1

BJ.0

BK.9

BM.9

BN.9

BP.8

BT

74.9

BD.9

77.976.2

/A8 A612/A8 A612

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

9' - 0" 9' - 0"

9' - 0"

9' - 0"

9' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

9' - 0"

9' - 0"

10' - 0"10' - 0"14' - 8"

14' - 0"

9' - 6"

12' - 0" 14' - 8"14' - 0"

9' - 6"

18' - 0" 12' - 0"

14' - 8"14' - 0"

10' - 0" 10' - 0"

18' - 0" 18' - 0" 10' - 0" 10' - 0"

10' - 0"

10' - 0"

10' - 0"

EXPOSED

9' - 6"9' - 6"9' - 6" 9' - 6"

E4A301

E6A301

10' - 0" 10' - 0"

D1A631

A1A631

A5A631

D5A631

A1A631

A5A631

A5A631

10' - 0"

2' -

6"2'

- 0"

8' -

11"

10 3

/8" 2' - 0"

2' - 0"

6' - 0"

2' - 0"2' - 0"

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

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

- 6"

8' -

1 1/

8"1'

- 6"

1' -

0"











GENERAL CEILING NOTES

APC 1 - 2X2 ACOUSTIC PANEL CEILING




CEILING PLAN LEGEND





N

E

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AB

FG

H

J

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ISSUE:

CHECKED:

SCALE:

Project #:

SHEET TITLE:

KEY PLAN (NTS)


2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

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As indicatedChecker



BRYAN, TEXAS

FIRST LEVEL CEILINGPLAN - AREA J

A613214000309

8/24/15

Author

1/8" = 1'-0"A8FIRST LEVEL CEILING PLAN - AREA J

N

SUSPENDED APCAS SCHEDULED

STUD FRAMINGAT 16" OC

5/8" GYP BD (PT)

CORNER BEAD

SHEET METAL CLIPANGLES - TYP ATCORNERS

8" M

IN

8" M

IN

1' - 2"

STUD FRAMINGAT 16" OC

5/8" GYP BD (PT)

CORNER BEAD

SHEET METALCLIP ANGLES -TYP AT CORNERS


F.O. WALL (REFER PLANSFOR WALL TYPES)

8"

REF: RCP

STUD BRACE ASREQUIRED


STUD FRAMING AT16" OC

5/8" GYP BD, (PT)

CORNER BEAD

8" M

IN


REF: RCP

5/8" GYP BD, (PT)

CORNER BEAD

8"

REF: RCP


STUD FRAMING AT16" OC

5/8" GYP BD, (PT)

CORNER BEAD

8" M

IN


REF: RCP

5/8" GYP BD, (PT)

CORNER BEAD

8"

REF: RCP

STUD BRACINGAS REQUIRED

1

ISSUE:

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SCALE:

Project #:

SHEET TITLE:


2 3 4 5 6 7 8 9 10

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1" = 1'-0"Checker



BRYAN, TEXAS

CEILING DETAILS

A631214000309

8/24/15

Author

1" = 1'-0"D1BULKHEAD DETAIL

1" = 1'-0"D5FURR-DOWN DETAIL

1" = 1'-0"A5FURR-DOWN DETAIL

1" = 1'-0"A1FURR-DOWN DETAIL

REFRIG.

CHOIRA150

ENSEMBLEA151

OFFICEA152

PRACTICEA122

CORRIDORA131

A151

A152

A150

A

A150

B

16' MKBD

WENGERSTAGING SYSTEM3'W, 4 RISERSRE: SPECS

A501

A2

A501 A3

BAND REHEARSAL (E)

OFFICEA129

OFFICEA127


PRACTICE A124BA124B

PRACTICE A124AA124A

ORCHESTRA REHEARSAL

PRACTICEA144

PRACTICE (E)A140

PRACTICE (E)A135

STORAGEA153

UNIFORM STORAGEA154

CORRIDOR

ALTERNATE AREA -SHOWN DASHED FOR CLARITY

WENGERMUSIC LIBRARY SYSTEM.44"D X 16"W

20' TROPHY SHELF ABOVE BY GC

INTERACTIVESCREEN

BLACK BOXB134

13' - 8 3/8"

INTERACTIVE SCREEN

16' MKBD/6' AV SCREEN

STORAGEB134E

A731A1

A3

A731

A8

CORRIDOR

VESTIBULE


RECEPTIONB105

WAITINGB104

CONFERENCEB120

OFFICEB122

A732E8

1' - 4"4' - 5"

1' - 4"

NEW LIFE SKILLSF104

A731

C1

C3LIFE SKILLS TOILET

F105KITCHENETTEF106

INTERACTIVESCREEN

A731

G1

CASEWORK KEYMODEL#

WIDTHxHEIGHTxDEPTHREMARKS

ADDITIONAL REMARKS

MODEL#WIDTHxHEIGHTxDEPTH

REMARKSADDITIONAL REMARKS

1. ALL CASEWORK MODEL NUMBERS DESIGNATED ONSHEETS A731 ARE FROM "TERRILL MANUFACTURING CO."GENERAL CATALOG (UON). REFER TO SPECIFICATIONS FORADDITIONAL ACCEPTED MANUFACTURERS.

2. REF SHEET A801 FOR COLOR SCHED, NOTES, ANDFINISHES, TYP.

3. HEIGHT DIM. IS FROM TOP OF FINISHED COUNTER.

4. PROVIDE PLAM AT ALL EXPOSED SURFACES.

5. PROVIDE LOCKS AS SHOWN ON ELEVATIONS, TYP.

6. PROVIDE EPOXY RESIN COUNTERTOP AT ALL SCIENCE ANDPREP ROOM CASEWORK.

7. ALL DASHED FURNITURES ARE NOT IN CONTRACT.

8. LABTOP CHARGING DEVICE IN BASE CABINET: ANTHRO'YES' MODEL (OFCI)

CONT COUNTERAND BACK SPLASH

GENERAL NOTES:

NOTE:OFOI - OWNER FURNISHED/OWNER INSTALLEDOFCI - OWNER FURNISHED/CONTRACTOR INSTALLED

1

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SHEET TITLE:


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1 2 3 4 5 6 7 8 9 10

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As indicatedChecker



BRYAN, TEXAS

FIRST LEVELCASEWORK/MILLWORK,FLOOR PATTERN,EQUIPMENT PLAN -AREA A, B, & F

A711214000309

8/24/15

Author

1/8" = 1'-0"A1FIRST LEVEL PLAN - AREA A

1/8" = 1'-0"F1FIRST LEVEL PLAN - AREA B

1/8" = 1'-0"A7FIRST LEVEL PLAN - AREA F

veneer masonry construction exterior cmu … · chbd, mkbd & tkbd (measured flr. to bott. of...

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