13-184-001L4'X4'X1/4'X1'Lc
GALV. STEEL ANGLE
BOLTED TO STRNGER
4 w/ 2 -5 /8'a X 5' SS. H
EXPANSION ANCHORS.
ALUMINUM
1/8' DIAMOND PLATE
C10X8.
1../" I f–i I J— )"
DETAIL A
SCALE: 1 1/2'= l'-O'
%./ I r---ti 1%% 1 i{-- i1 ti
SCALE: 3/4'= V -0'
2' O.D. x 0.5' ALUM It" "'" "' °°
POST SYSTEM (TYPIt
IS(UM
L10X8b4
15' SCHD.10 ALUMINUM TUBE
RAIL SYSTEM (TYPICAL)
15' SCHD.10 ALUMNUM TUBE
RAIL SYSTEM (TYPICAL)
SCALE: 3/4'= 1' -0' S -I
N 1/8'
1.5' SCHD.40 ALLIMIN JM TUBE
POST SYSTEM (TYPICAL)
3 V2'♦ X 4' CORE
USE BOW Psi CA;Z=.
HANEDRAIL ED TAIL
SCALE: 3/4'= I' -0'
WILTI KW1K BOLT 3 4' EMBEDMENT
' STAGGERED
Eon
STRUOTURAL NOTE5:
A. STRUCTURAL ALUMINUM SHALL COMPLY WITH ALUMINUM -
ASSOCIATION,' EIGHTH EDITION, JANUARY 2005
B. STRUCTURAL AQLUMINUM SHAPES AND PLATES SHALL CONFORM
TO ASTM 6061 -T6.
C. ANCHOR BOLTS SHALL CONFORM TO ASTM A153
D. ASSEMBLING HEX BOLTS SHALL CONFORM TO ASTM A 301.
(GALVANIZED)
E. STRUCTURAL ALUMINUM TUBE. COLUMNS SHALL CONFORM TO
ASTM 6061 -T6.
F. NO HOLES IN COL/PLATES OTHER THAN 1/4' PRESSURE
RELIEF AND BOLTS HOLES
2. WELDING:
A. WELDING SHALL BE DONE WITH ER -5356 WELDING WIRE
MIG WELDING SYSTEM WITH AR30N GAS SHIELD.
3. APPLICABLE CODES:
-THE APPLICABLE CODES ARE:
FLORIDA BUILDING CODE LATEST EDITION
ALUMINUM DESING MANUAL.
4. ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
ISOLATED WITH ALKALI- RESISTANCE COATING PAINT SUCH AS HEAVY - BODIED
BITUMINUS PAINT OR WATHER -WHITE MOT14ACRYLATE LACQUER.
5. CONTRACTOR TO VERIFY EXISTING CONDITION BEFORE STAR ANY WORK
ANCHOR E 5ED1" LENT DETAIL
C E r C...' S T
„r.., ccmphanw mfor.,.
- -• rN— ments. Ccnl•- r is resp-
[DETA
SCALE:
1/ VVrIV.'7fV /'9{ -Y1 111�M 1 1MF/4.
POST SYSTEM (TYPICAL)
RAMP FAILING DETAIL_
SCALE: 3/4'= 1' -0'
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No. 56138
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