6-A114_Sh200_RevAmendment2.pdf

CRAIG S. GALATI

REGISTERED

A R C H IT E C T

No: 1952

STATE O F N E VA DA

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.28

.12

A 1.

1/

4"

5-1/8"

1/

2"

7"

2"

145°

18 DEG

3" X 3" TUBULAR STEEL TRUSS

(ONE PIECE CONTINUOUS

CONSTRUCTIION PRE-WELDED AND

POWDER COAT PAINTED OFF SITE)

5" X 5" TUBULAR STEEL BEAM WITH ENCLOSED END TIE PLATE PRE-

WELDED 7" HIGH AND POWDER COAT FINISH. BEAM MOUNTED IN

POST CAP TIE PLATES, TYP. SEE POST CAP TIE PLATE AND BEAM END

DETAILS ON A1.13

SEE ROOFING

DETAIL

6" X 6" TUBULAR

STEEL POST

RIDGE BLOCKING - 3" x 3" TUBULAR STEEL

MEMBER FASTENED TO TIE PLATES PRE-WELDED ON

TRUSS WITH 3/4" MACHINE BOLTS, LOCKING WASHERS

AND NUTS BETWEEN EACH TRUSS

(OFFSET FOR PROPER FIT AND STAGGER WITH EACH

TRUSS INSTALLATION)

3/4" DIA. CARRIAGE BOLTS, NUT

AND WASHER THROUGH

TUBULAR STEEL BEAMS AND

TRUSSES, TYP. (LENGTH AS

NECESSARY)

2" HIGH X 1" WIDE X 5" LONG 90° ANGLE 1/4" THICK METAL

FLANGE TIE PLATE PRE-WELDED ON EACH TUBULAR STEEL BEAM

(INTERNAL ONLY) @ THE SPACINGS SHOWN ON A1.13, TYP.

PRE-WELDED POST CAP TIE PLATE

CENTERED ON TOP OF POST, TYP.

NOTES:

1. ALL POSTS BEAMS, TRUSSES, POST FLANGES, AND DISPLAY PANEL SUPPORT MEMBERS SHALL BE TUBULAR STEEL WITH PRE-WELDED END FLANGES FOR FASTENING TOGETHER AND ASSEMBLING ON

SITE USING VANDAL RESISTANT HARDWARE.

2. ALL TUBULAR STEEL COMPONENTS SHALL HAVE PC-1 FINISH.

36"

24"

28" 24" 16"

24"

52"

CONCRETE FOOTING

WITH CONT #5 @ 12"

MAX OC EACH FACE

AND #5 TIES @ 12" MAX

OC

SITE SIGN POST, TYP

CONCRETE FOOTING

WITH CONT #5 @ 12"

MAX OC EACH FACE

AND #5 TIES @ 12" MAX

OC

WELDED BRACKET

SIGN

SIGN PANELS

EMBED GRANITE POST

INTO CONCRETE

FOOTING 18" MIN

CONCRETE FOOTING

WITH CONT #5 @ 12"

MAX OC EACH FACE

AND #5 TIES @ 12"

MAC OC

CONCRETE FOOTING

WITH #5 @ 12" MAX OC

EACH WAY

CONCRETE PILASTER.

SEE DETAIL 1/S6.10

FOR REINFORCING

SIGN PANELS

NOTE: SEE A1.01 FOR LOCATIONS AND LEGEND

1 2 3 4 5 76

SCALE: 3" = 1'-0"1 INTERNAL TUBULAR STEEL TRUSS DETAIL

SCALE: 3/4" = 1'-0"2 SITE SIGNAGE FOOTINGS

REVISIONS

2/22/13 ADDENDUM #2

A1.14 3-PANEL BULLETIN BOARD