BALUSTRADE & COLUMN DETAIL€¦ · balustrade & column detail 132" 132" 18" - 20" (o.c.) 42" (balusters extend to finished surface) a varies spacing to reject 4" sphere" concrete

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All ideas designs arrangements and plans indicatedor represented by this drawing are owned by, and

the property of this office and were created, evolvedand developed for the use on and in connection with

the specified project. None of such ideas designsarrangements or plans shall be used by or disclosed

to any person, firm or corporation for any purposewhatsoever without the written permision of

DAVIS, BARRETTA & ASSOCIATES

Written dimensions on these drawings shall haveprecedence over scaled dimensions. Contractorsshall verify and be responsible for all dimensions

and conditions on the job and this office mustbe notified of any variation from the dimensions

and conditions shown by these drawings.

C DAVIS, BARRETTA & ASSOCIATES, INC. 2003

Seal

Checked:

Sheet No:

Date:

Designer:Drawn:

Proj. Mgr.:

Project No:

Scale:

PROTECTED BY U.S. COPYRIGHT LAW



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1/8"=1'-0" UNO

10.04.04

WEST CONTEXT ELEVATION FEDERAL HIGHWAY

NORTH CONTEXT ELEVATION THOMAS STREETO STORY RESIDENTIAL

SCALE: N.T.S.BALUSTRADE & COLUMN DETAIL

132" 18" - 20"132"

(o.c.)

42"

(Balusters Extend to Finished Surface)

A

VARIES

SPACING TO REJECT 4" SPHERE"

CONCRETE CAP

FIELD VARIFY ALL CONDITIONS PRIOR TO FABRICATION;SHOP DRWGS REQ'D FOR PRECAST

WTB Ballust

1'-6

1/2"

81/2

"

B

1'-0

"2"

8"

1'-6

"

1 '-6 "

4 " 1 '-0 " 2 "

S C ALE: 1" = 1'-0"

R= 6 "

SLOPE

DRIP

NOTE: SLOPE STUCC O C OATING ON TOP SURFACE AWAY FROM BUILIDNGPROVIDE SEALANT JO INT @ ADJACENT WALLS (TYPICAL)

PREFAB CROWN MOLDING DETAIL

R = 6"

2 " 2 "

2"2"

A-2.1A

A-2.1A

A-2.1B

A-1.411

2

1

PRECAST CONC.DORIC COLUMN (TYP.)

+ 6 0 .4 8- 6 6 .8 8

SMO OTH STUCCODETAIL (TYPICAL)

+ 6 0 .3 4- 6 6 .7 5

4 2" HIGH PRECASTSMO OTH CONCRETE

BALISTRADE (TYPICAL)

TEXTURED STUCCO(TYPICAL)


PRECAST CONC.DORIC COLUMN(TYPICAL)

PRECAST CONC.DORIC COLUMN(TYPICAL)

+ 6 0 .3 4- 6 6 .7 5


IMPACT PROTECTEDWHITE ALUMINUM

WINDOWS & DO ORS(TYPICAL)

CANVAS AWNINGS(TYPICAL)


MOSAIC TILE INSERTW/ 8" STUCCO BAND

DETAIL (TYPICAL)


DETAIL (TYPICAL)

+ 6 0 .3 4- 6 6 .7 5

MOSAIC TILE INSERTW/ 8" STUCCO BANDDETAIL (TYPICAL)

+ 6 0 .3 4- 6 6 .7 5

+ 6 0 .3 4- 6 6 .7 5

+ 6 0 .3 4- 6 6 .7 5

+ 6 0 .4 8- 6 6 .8 8

+ 6 0 .3 4- 6 6 .7 5

+ 6 0 .3 4- 6 6 .7 5

+ 6 0 .3 4- 6 6 .7 5

+ 6 0 .3 4- 6 6 .7 5

+ 6 0 .4 8- 6 6 .8 8

+ 6 0 .3 4- 6 6 .7 5

IMPACT PROTECTEDWHITE ALUMINUMWINDOWS & DO ORS(TYPICAL)

+ 6 0 .4 8- 6 6 .8 8

+ 6 0 .3 4 - 6 6 .7 5


+ 6 0 .1 3- 6 6 .5 7






SPANISH 'S' TILERO OF (TYPICAL)







DETAIL (TYPICAL)





WROUGHT IRON INSERTOVER SMO OTH STUCCO

W/ 8" STUCCO BANDDETAIL (TYPICAL)

4 2" HIGH PRECASTSMO OTH CONCRETEBALISTRADE (TYPICAL)

+ 6 0 .4 8- 6 6 .8 8


WROUGHT IRON INSERTOVER SMO OTH STUCCOW/ 8" STUCCO BANDDETAIL (TYPICAL)




EXPANSION JOINTS(TYPICAL)



WEST ELEVATION

EAST ELEVATION

+ 3 9 '-0" AFFTOP OF PARAPET

+ 2 2 '-0" AFF3rd FIN FL

+ 1 1 '-0" AFF2nd FIN FL

+ - 0 '-0" FF

+ 4 1 '-6" AFFTOP OF PLATE

+ 5 2 '-6" AFFTOP OF HIGHESTPOINT OF RO OF

+ - 0 '-0" FF






SOUTH ELEVATION

+ - 0 '-0" FF









NORTH ELEVATION+ - 0 '-0" FF


A-2.2

A-2.2

+ 4 1 '-6" AFFTOP OF BEARING

+ 6 '-0" AFFTOP OF WALL

VARIES (SEE RO OF PLAN)TOP OF FLAT RO OF




A-2.1

Elevations

Documents

BALUSTRADE & COLUMN DETAIL€¦ · balustrade & column detail 132" 132" 18" - 20" (o.c.) 42" (balusters extend to finished surface) a varies spacing to reject 4" sphere" concrete