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297 NE 97 St (9)Aix/ mei; 0 7 • -24 t • %, N :\,\ ,, r•:: I \", \ \ - 7'• • sri • 9 J * @ 25 "C /C HEAM'B'�1 r- BEAM'1.'r 2T8R0 B0L10 3A BTL.PL.14 X3 /16" s OI COWS 1) ST42 "SQ.:3 /164A 2) STD STL.PIPE 2" 3) ORN'MENTAL COL.(2 1 "SQ.TUBE AL X.125 "WALL @ 8 "c/ ) EXISTING SLAB -- ROOPPANS 2� •0 - J)'_2• .I 4,_ 2° {- 4. -2" 1-1 2 " I2, - C0L.74.°MAx. /C NUM OP SPANS CAN BE UNLIMITED 4,} "RIVET PLR FRONT VIEW 2' -0 "C /C (TY2.1 t"- BOLTS(2 @ EA.CONN. BEAMS'C' (MU PAN CLIP) SECTIOR'I -I' 1 .27 p - o "MAx._.,_,+ 2 "xl} ":.050" 4,* "- BOLTS( @ EA.SIDE) 8M.'A' CONCR.FOOTINO( SEE SCHEDULE) 2,} "ROD8 x 9 "L0. FLASHING L- 2 ":2 ": 8 "Lo. 2 ANCHORS PER BEAM (SEE ANCHOR SCHEDULE) 1,3/8 "80LT -0 "MAX. .1 ROOFPANS BEAM'C' BEAM'A'� 4.5 /16 "DIAM.HAMMER DRIVE RAILS . SECTION'II -II' I 2 ~ a- BEAM 3 /T6• s 3/4 L— 5 - 1 DETAIL OP ROOFPAN } "BOLTS (2 @ EA.CONN.) 1,3/8 "BOLT- 3/ 116" STL.PL.4 "SO.x3/16" ALTERNATE CONNECTION 1 .050• BEAM'C' BEAM 'C' DETAIL OP ROOPPAN LOCK CLIPS ALTERNATE CONNECTION (IN CANE OF COL @ EA.BEAM) 1 ° X.125 "X SEA. 2,3 /8 "THRD BOLTS 2" BEAM'S 2, }" -BOLTS @ EA.CONN. (SEE SECTOON 'I -I•) CONNECTION OP ORNAMENTAL COLUMN TO'B'BEAM #10 X }"LO.STAIHLHSS MIL S.M.SCREWS ® 24 °c /C CONCRETE } "X1} BAMMBR DR.NAIL OR }° SUPERORIP DATE 110 HIALEAH DATE LE -AD TERRACE COVER CONCR.PCOTINO SCHEDULE SPAN__ SIZES IM PP. 8'-0" 2,15:2.15:2.15 9' -0• 2.25:2.25:2.25 10'.O" 2.34:23 :2.39 11'-0" 2.42.2.42:2.42 12' -0" 2.50:2.50:2.50 DESIGN CRITERIA: DESIGN LOAD 30 Y.S.P. TEST LOAD 60 P.S.F. ALLAY OF COMPONENTgt BEANS 'A' 6o63 - 2 , 6 FOR 11'- 0 6061 - FOR 12' -0"MAZ.SPAN BEAMS 'B' 6063 - BEAMS 'C 3 00 3 -82 4 ROOFPANS MD 905 -42 SCREWS,BOLTS 2024 -T4 ISSUED ANCHOR SCHEDULE MASONRY ACKERMAN JOHNSON } " -20 'LONG' 4 WINO TOGGLE SCREW ANCHOR FOLDOWN AWNINGS INC. 1060 E. 33rd ST. FLORIDA CARR SMITH a ASSOCIATES 2800 WEST FLAGLER, MIAMI, FLORIDA C O N S U L T I N G E N G I N E E R S 011AWN 31) IOESIGN (CHECK DATE CONTRACTOR SMALL VERIPT ALL DIMENSIONS AT SITE REPORE PROCEEDING IRITN MORE. woon } "LAG SCREI':X 2* "L0. REVISION ILE NO !MEET N0. 6/7' l