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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' \`0 1%1111111///,/ �vvis. cli� •,,,, No. 56138 AT OF ' 11111111 \ W 0 Z tt- �S G N 0 LU Lo J M in Z Ch O M .-- ui Q Q GO COFw co CO 07 to r-1­ -jti 2E u O ? z cfy� Z m v Go J .,r a- R 3 0 tt- .L � J x z�u m w n o Vw� O 0 LL. a ;� �0 U �4 DRAUN ME& CHECKED Jift DATE SEF- '11 SCALE %m JOB No. SHEET 5 � 1 OF SHMS .m*, �A EL; v i Z~ i T 'F 1 ! V. Ilk p. . o' i r w +r Rr i a