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10-0.25 X 1-1l4' S.T. STRUT WI
<br />ENOS TRIMMED TO FR
<br />LADDER 510E ONLY
<br />r—
<br />L —
<br />8-v 1.1/4' S.T. 0 OVERHANGING BEAMS, 2 REO.
<br />11V X 1.1/4' S.T. 0 OVERHANGING BEAM STRUTS. 2 REO.
<br />/ 1-1/4- S.T. STRUTS BETWEEN OVERHANGING BEAMS, SEE TOP VIEW
<br />4' X 4' X 1/8' FLAT GUSSET PLATES.
<br />2 0 EACH OF TOP CORNERS, 8 REO.
<br />I I
<br />II
<br />1'-8' X 1.1/4' S.T. STRUT 0
<br />MIDPOINT OF INTERIOR
<br />CASTOR FRAMING, 1 REO. I,
<br />10' X 1.1/4'
<br />INTERIOR
<br />2' X 1.114' S.T. LADDER
<br />S.T. 0 BOTTOM OF
<br />CASTOR FRAME. 1 REO.
<br />STRUTS, 9 REO.
<br />X 1.1/4' S.T. INWARD HANDRAIL, 2 REO
<br />S.T. OUTWARD HANDRAIL, 2 REO.
<br />1REO. 14
<br />2'41' X 1.1/4' S.T. STRUT IN UPPER
<br />T-10.75-
<br />10' X 1.114'
<br />OVERHANGING BEAM FRAMING AND
<br />10 X 1.1/4' S.T. S. PLATFORM RE..
<br />BOTTOM BEAMS, 2 REO.
<br />-_1.1/4'
<br />S.T. STRUTS BETWEEN
<br />BOTTOM BEAMS, SEE TOP VIEW
<br />lir
<br />FRONT VIEW
<br />ALL 10' X 1.114' S.T. STRUTS BETWEEN SIDE FRAMING EXCEPT
<br />FOR TWO 7'-10.75' STRUTS FOR HANDRAILING 0 LADDER
<br />TOP VIEW
<br />5" X 2' RUBBER WHEEL CASTERS,
<br />AU. EQUAL (SEE SPECIFICATIONS)
<br />EXCEPT TOP 2 SHALL HAVE WHEEL
<br />BRAKES, 8 9E0.
<br />TOP HANDRAIL
<br />BOTTOM HANDRAIL
<br />4' X 4' X 1/8' FLAT GUSSET PLATES,
<br />1 0 EACH BOTTOM CORNER. 4 9E0.
<br />BOTH PLATFORMS BY OTHERS
<br />4'-9.75' X 1.1/4' X 119" THK. S.T.
<br />OVERHANGING BEAMS.
<br />2'-2.50' X 1-1/4' S.T STRUT WI
<br />ENDS TRIMMED TO FTT. 2 REO.
<br />4'-9,75 5 1.1/4' X 1/8" THK. S.T.
<br />OVERHANGING BEAM 0 EACH END. 2 REO.
<br />INTERIOR CASTOR FRAMING -
<br />1'-0' X 1.1/4'X 1/8" THK. S.T. 0
<br />ENDS OF CASTOR FRAME, 2 REQ.
<br />TOP
<br />1' X 1/0' THK. SLIDE -IN
<br />TUBE FRAMING, SEE BELOW
<br />1.1/4' SQUARE CUT-OUT IN GUSSET
<br />PLATE FOR 1' SLIDE.IN FRAMING
<br />B' X 4' X I/O' THK. PLATE FOR HOOK STRAP
<br />BEND 1 END TO FR AROUND 1.1/4' 5.1' W/
<br />MAX. 1/2' OVERLAP ON OPPOSITE SIDE OF S.T.
<br />1' S 1/9' THK. S.T. WELDED TO
<br />OUTSIDE OF HOOK STRAP
<br />2'-1,25' X 1' X 1/8" THK. S.T. STRUT. 2 REO.
<br />4' X 4' X 183' FLAT GUSSET PLATES.
<br />1 0 EACH TOP CORNER, 2 REQ.
<br />10-0.20- X I' X 1/8" TRK. 5.T RUNS
<br />BETWEEN EACH END. 2 REO.
<br />2'-0' X 1' X 1/8" THK. S.T. STRUTS
<br />AT EACH END, 2 REO.
<br />4- X 4' X 1 /9' FLAT GUSSET PLATES.
<br />2 0 EACH TOP CORNER. 4 9E0.
<br />OVERHANGING BEAM FRAMING
<br />4' X 4'X 1/9- FLAT GUSSET PLATES.
<br />PLACED BACK TO BACK, 4 REO.
<br />2.-6.40.0 1-1/4' 9,T STRUT W/
<br />ENDS TRIMMED TO FIT. 2 REO.
<br />117,4
<br />I I
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<br />I1
<br />I
<br />I
<br />HANDRAIL
<br />li
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<br />.I
<br />�OTH PLATFORMS 8Y OTHERS
<br />II
<br />I I
<br />I I
<br />I�——
<br />PLATFORM FRAMING
<br />2'-5 X 1.1/4' S.T STRUT, LOCATED
<br />AT CASTOR ON EACH SIDE. 2 REO.
<br />10'-0.25' X 1-1/4"5.1. STRUT W/ ENDS
<br />TRIMMED TO FIT, 1 REO.0 LADDER SIDE
<br />10'$.75 X 1.1/4' S.T. PLATFORM FRAMING RISERS
<br />0 4 CORNERS AND 1 FOR LADDER. 5 REO.
<br />BOTTOM HANDRAIL
<br />2'-8.50' X 1.1/4' 5.T. 0 EACH
<br />BOTTOM END. 2 REO.
<br />SIDE VIEW
<br />COMPLETED HOOK STRAP TO SLIP
<br />OVER 1-1/4' S.T FRAMING. DO NOT
<br />WELD HOOK STRAP TO 1-1/4' FRAME
<br />PLATFORM FRAMING
<br />11 INSERT COMPLETED 1' FRAMING W/ HOOK
<br />11 STRAP FIRMLY IN PLACE. DRILL 3/8' HOL
<br />THROUGH 1' AND 1-1/4' FRAMING ON BOT/1
<br />SIDES. PROVIDE 4 (2 EXTRA) POSITIVE LOCKING.
<br />QUICK RELEASE PINS (SEE SPECIFICATIONS)
<br />4'-10.75- X 1' X 1/8" THK. S.T STRUTS
<br />AT EACH END.2 REO.
<br />1° SLIDE FRAME VIEW
<br />a
<br />5
<br />A
<br />,NO
<br />REVISION
<br />BY
<br />DATE,
<br />INDIAN RIVER COUNTY UTILITIES
<br />1801 27th STREET
<br />VERO BEACH, FLORIDA
<br />32960
<br />TEL' 772.770.5300
<br />FAX: 772.770.5143
<br />CARTER ASSOCIATES, INC.
<br />CONSULTING ENGINEERS AND LAND SURVEYORS
<br />1708 21st STREET, VERO BEACH, FL 32960
<br />TEL. (772) 562-4191 FAX: (772) 562-7180
<br />WABASSO CAUSEWAY BRIDGES
<br />INSPECTION SCAFFOLD
<br />INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES
<br />SCAFFOLD CALL -OUTS
<br />SHEET
<br />1
<br />Dwg. 8: 0001
<br />C
<br />2' X 1.114' S.T. STRUT IN UPPER
<br />OVERHANGING BEAM FRAMING,
<br />1REO. 14
<br />2'41' X 1.1/4' S.T. STRUT IN UPPER
<br />OVERHANGING BEAM FRAMING AND
<br />IN BOTTOM PLATFORM FRAMING.
<br />2 REO.
<br />TOP VIEW
<br />5" X 2' RUBBER WHEEL CASTERS,
<br />AU. EQUAL (SEE SPECIFICATIONS)
<br />EXCEPT TOP 2 SHALL HAVE WHEEL
<br />BRAKES, 8 9E0.
<br />TOP HANDRAIL
<br />BOTTOM HANDRAIL
<br />4' X 4' X 1/8' FLAT GUSSET PLATES,
<br />1 0 EACH BOTTOM CORNER. 4 9E0.
<br />BOTH PLATFORMS BY OTHERS
<br />4'-9.75' X 1.1/4' X 119" THK. S.T.
<br />OVERHANGING BEAMS.
<br />2'-2.50' X 1-1/4' S.T STRUT WI
<br />ENDS TRIMMED TO FTT. 2 REO.
<br />4'-9,75 5 1.1/4' X 1/8" THK. S.T.
<br />OVERHANGING BEAM 0 EACH END. 2 REO.
<br />INTERIOR CASTOR FRAMING -
<br />1'-0' X 1.1/4'X 1/8" THK. S.T. 0
<br />ENDS OF CASTOR FRAME, 2 REQ.
<br />TOP
<br />1' X 1/0' THK. SLIDE -IN
<br />TUBE FRAMING, SEE BELOW
<br />1.1/4' SQUARE CUT-OUT IN GUSSET
<br />PLATE FOR 1' SLIDE.IN FRAMING
<br />B' X 4' X I/O' THK. PLATE FOR HOOK STRAP
<br />BEND 1 END TO FR AROUND 1.1/4' 5.1' W/
<br />MAX. 1/2' OVERLAP ON OPPOSITE SIDE OF S.T.
<br />1' S 1/9' THK. S.T. WELDED TO
<br />OUTSIDE OF HOOK STRAP
<br />2'-1,25' X 1' X 1/8" THK. S.T. STRUT. 2 REO.
<br />4' X 4' X 183' FLAT GUSSET PLATES.
<br />1 0 EACH TOP CORNER, 2 REQ.
<br />10-0.20- X I' X 1/8" TRK. 5.T RUNS
<br />BETWEEN EACH END. 2 REO.
<br />2'-0' X 1' X 1/8" THK. S.T. STRUTS
<br />AT EACH END, 2 REO.
<br />4- X 4' X 1 /9' FLAT GUSSET PLATES.
<br />2 0 EACH TOP CORNER. 4 9E0.
<br />OVERHANGING BEAM FRAMING
<br />4' X 4'X 1/9- FLAT GUSSET PLATES.
<br />PLACED BACK TO BACK, 4 REO.
<br />2.-6.40.0 1-1/4' 9,T STRUT W/
<br />ENDS TRIMMED TO FIT. 2 REO.
<br />117,4
<br />I I
<br />me.
<br />I1
<br />I
<br />I
<br />HANDRAIL
<br />li
<br />.`
<br />.I
<br />�OTH PLATFORMS 8Y OTHERS
<br />II
<br />I I
<br />I I
<br />I�——
<br />PLATFORM FRAMING
<br />2'-5 X 1.1/4' S.T STRUT, LOCATED
<br />AT CASTOR ON EACH SIDE. 2 REO.
<br />10'-0.25' X 1-1/4"5.1. STRUT W/ ENDS
<br />TRIMMED TO FIT, 1 REO.0 LADDER SIDE
<br />10'$.75 X 1.1/4' S.T. PLATFORM FRAMING RISERS
<br />0 4 CORNERS AND 1 FOR LADDER. 5 REO.
<br />BOTTOM HANDRAIL
<br />2'-8.50' X 1.1/4' 5.T. 0 EACH
<br />BOTTOM END. 2 REO.
<br />SIDE VIEW
<br />COMPLETED HOOK STRAP TO SLIP
<br />OVER 1-1/4' S.T FRAMING. DO NOT
<br />WELD HOOK STRAP TO 1-1/4' FRAME
<br />PLATFORM FRAMING
<br />11 INSERT COMPLETED 1' FRAMING W/ HOOK
<br />11 STRAP FIRMLY IN PLACE. DRILL 3/8' HOL
<br />THROUGH 1' AND 1-1/4' FRAMING ON BOT/1
<br />SIDES. PROVIDE 4 (2 EXTRA) POSITIVE LOCKING.
<br />QUICK RELEASE PINS (SEE SPECIFICATIONS)
<br />4'-10.75- X 1' X 1/8" THK. S.T STRUTS
<br />AT EACH END.2 REO.
<br />1° SLIDE FRAME VIEW
<br />a
<br />5
<br />A
<br />,NO
<br />REVISION
<br />BY
<br />DATE,
<br />INDIAN RIVER COUNTY UTILITIES
<br />1801 27th STREET
<br />VERO BEACH, FLORIDA
<br />32960
<br />TEL' 772.770.5300
<br />FAX: 772.770.5143
<br />CARTER ASSOCIATES, INC.
<br />CONSULTING ENGINEERS AND LAND SURVEYORS
<br />1708 21st STREET, VERO BEACH, FL 32960
<br />TEL. (772) 562-4191 FAX: (772) 562-7180
<br />WABASSO CAUSEWAY BRIDGES
<br />INSPECTION SCAFFOLD
<br />INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES
<br />SCAFFOLD CALL -OUTS
<br />SHEET
<br />1
<br />Dwg. 8: 0001
<br />
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