09-198-001RAILINGS FRAMING PLAN
SCALE: '/2' = 1' -0'
0
STRUCTURAL NOTES
U STEEL A36 SOLID BAR 11/4'X1'44"
BOSTEEL (C1010) A2S DIXIE CAP 13/4' W/
PLATE ie 1'X114'
O STEEL (C1010) A29 SOLID a 3/a'xl' /4'
i
DO STEEL (C1010) A29 50LID BAR 1 /2"XI /2'
O ROCKITE ANCHORING HYDRAULIC TYPE CEMENT
BY HARTLINE PRODUCTS CO_, INC. WITH IA
COMPRESSION STRENGTH OF 8,000 PSI AT THE
END OF l DAYS OR APROVED EQUAL.
O FLORIDA BUILDING CODE 2004
P = 200 • TOP OF RAIL OR
w = 50 PLF TOP OF RAIL
p = 25 PSF ON SURFACE OF PICKETS
O RAILING MANUFACTURER SHALL VERIFY
ALL DIMENSIONS PRIOR TO FABRICATION
PICKETS TO REJECT A 4'0 SPHERE
RAILING ELEVATION
SCALE: 112' - 1' -0'
CONCRETE EMBEDMENT DETAIL
SCALE: NOT TO SCALE
INTERIOR
SEE PLAN l
PICKETS TO REJECT A 4'0 SPHERE
RAILING ELEVATION
SCALE: '/2' = 1' -0"
I
EXTERIOR
O
RAILINGS FRAMING PLAN
SCALE: 1 /2' = 1' -0'
PICKETS TO REJECT A 4',0 SPHERE
RAILING ELEVATION
SCALE: 1/2' - 1' -0'
RAILINGS FRAMING PLAN
SCALE: 1/2' = 1' -0'
STRUCTURAL NOTES
cif ''r, lJF s(3cyrw1 �rilA r11I'
BUILDING DEPT.
3TRUCTURAI,,SEGTIGN
:.'PROVED BY:
!`f E-
AO (6061 -T6) ALUMINUM TUBE 2'X2'X3 /1(o'
O (6063 -T5) ALUMINUM DIXIE CAP 13/4'W/
(6063 -T5) ALUMINUM CHANNEL 1'/4'X3/47X1/s'
(� (6063 -T5) ALUMINUM CHANNEL 2'XI'X1 /a'
DO (6063 -T5) ALUMINUM TUBE 3/4'X3/4'X0.063'
O ROCKITE ANCHORING HYDRAULIC TYPE CEMENT
BY HARTLINE PRODUCTS CO., INC. WITH A
COMPRESSION STRENGTH OF 8000 PSI AT THE
END OF i DAYS OR APROvED EQUAL.
ORAILING MANUFACTURE TO VERIFY ALL DIMENSIONS
AND ELEVATIONS IN THE FIELD PRIOR TO FABRICATION.
O FLORIDA BUILDING CODE 2004
P - 200 • TOP OF RAIL OR
w - 50 PLF TOP OF RAIL
OH p ■ 25 PSF ON SURFACE OF PICKETS
ALUMINUM (6063 -T5) L 11/2'X1' /2'X1 /a'XIl /4' LONG
WITH ONE 1/4'0 TAPCONS 2' LONG AND
WELDED TO MEMBERS B OR C
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MEDEROS D915 -A
REVISIONS:
DATE: 02/10/09
DRAWN: F.D.V.
JOB NO.: 0915 -A
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