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<br />29 GA MASTER RIB METAL ROOFING p 0
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<br />SECURE ALUMINUM ROOF JOIST TO FACE OF BLOCK _ ° 'e ° ° • ° . ° . O O .'•' O .'►' O . O .'e' O O . O .'►' O . O .'►' O O . O O . s O . O . O . O .' O O . O . ' O . • . O O . O .'►' O . 0 . O N
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<br />SIDE WITH 1/2" THRU BOLT IN JOIST AND 1-1/2"X4" _ o .'. o '.' o .'. ° .'. o . s .'.' o o .' s .' o . • .' o • .'.' o .' • . o o o .' o .' e . ° .' • ' O .' O .' ' O . O .' • o .' o .' ' ° . e .' o o .'.' o .' s . o .' s o .' s .' • .
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<br />BEAM WITH 1- SIMPSON HL33 HEAVY ANGLE N
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<br />1/2" GYPSUM BOARD
<br />5" SQUARE 1/4" THICK WALL
<br />ALUMINUM STRUCTURAL COLUMN
<br />M SECURE POST AT BOTTOM
<br />WITH 4- 5/8"X6" EXPANSION
<br />BOLTS
<br />6"X8" ALUMINUM STRUCTURAL I BEAM WITH
<br />7/16" TOP AND BOTTOM FLANGE AND 1/4" WEBB
<br />SUPPORTING CONCRETE FLOOR BALCONY ABOVE
<br />THAT WILL CANTILEVER OUT TO EDGE OF THE
<br />EXISTING SIDE WALK BELOW
<br />5" SQUARE 1/4" THICK WALL
<br />ALUMINUM STRUCTURAL COLUMN
<br />SECURE POST AT BOTTOM
<br />WITH 4- 5/8"X6" EXPANSION
<br />BOLTS
<br />EXISTING PAVER SIDE WALK
<br />36"X36"X36" DEEP CONCRETE PAD
<br />WITH 445 REBAR EACH WAY AT
<br />EACH COLUMN LOCATION
<br />WELD BEAM TO TOP OF EACH
<br />POST AT EACH SIDE TYPICAL
<br />DECORATIVE CEMENTITIOUS
<br />BRICK FINISH ON ALL EXTERIOR
<br />WALLS
<br />42" TALL ALUMINUM RAILING WITH
<br />BALUSTERS SPACED 4" OC. RAILING
<br />TO BE INSTALLED TO RESIST MINIMUM
<br />250 LBS OF FORCE
<br />3/16" X 4"X8" ALUMINUM STRUCTURAL I BEAM JOIST @ 24" OC
<br />21 811
<br />MAXIMUM CANTILEVER
<br />31 0"
<br />WELD BEAM JOIST TO ANGLE
<br />AT EACH SIDE TYPICAL
<br />WELD BEAM TO TOP OF EACH
<br />POST AT EACH SIDE TYPICAL
<br />g1 31/"+-
<br />DECORATIVE CEMENTITIOUS
<br />BRICK FINISH ON ALL EXTERIOR
<br />WALLS
<br />4" 3000 PSI CONCRETE DECK WITH WIRE
<br />MESH OVER CLEAN COMPACT SOIL
<br />EXISTING BLOCK WALL
<br />5" TO 4" SLOPED 3000 PSI CONCRETE
<br />SLAB WITH # 5 REBAR @ 12" OC EACH
<br />WAY
<br />2" X 24 1/2" STEEL EPICORE DECK
<br />TACK WELD TO TOP OF BEAMS
<br />5/16"X 7 1/2"X6" ALUMINUM STRUCTURAL
<br />ANGLE ATTACHED TO FACE OF THE BLOCK
<br />WALL WITH 5/8"X5" EXPANSION BOLTS 12" OC
<br />EXISTING PRECAST CONCRETE FLOOR LEVEL TWO
<br />WELD BEAM JOIST TO ANGLE
<br />AT EACH SIDE TYPICAL
<br />3/4" R4.5 TUFF R INSULATION BOARD
<br />1X2 PT FURING STRIPS 16" OC
<br />1/2" GYPSUM BOARD
<br />EXISTING BLOCK WALL
<br />EXISTING CONCRETE FLOOR LEVEL ONE
<br />BUILDING CUT SECTION S-3
<br />NOT TO SCALE
<br />PLACE 42" TALL BALCONY
<br />RAILING MINIMUM 4" FROM
<br />EDGE
<br />DRILL 6" INTO EXISTING PRECAST SLAB AND
<br />EPDXY #5 REBAR THAT WILL EXTEND INTO
<br />NEW SLAB POUR PLACE BARS AT 16" OC
<br />4"
<br />ALONG HE EDGE CONCRETE TO BE MINIMUM
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<br />3000 PSI
<br />21 Owl
<br />245 AT LOCATIONS SHOWN RUNNING
<br />MAXIMUM THE LENGTH OF THE POUR TIED TO
<br />REBAR.
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<br />MINIMUM 3/16"X 4" WIDE 8" LONG STEEL FLAT I EXISTING PRECAST 6" SLAB
<br />PLATE WELDED TO END OF PIPE AND PLACED MIN
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<br />AT BOTTOM OF NEW SLAB POUR WITH 4 EACH EXISTING STEEL I BEAM
<br />3/16"X1 3/4" TAP CONS.
<br />PLACE SUPPORTS AT 24" OC ALONG EDGE
<br />MINIMUM 3/16" WALL X 2" ROUND STEEL PIPE
<br />PLACED AT 45 DEGREE ANGLE WELDED TO
<br />FACE OF THE STEEL I BEAM
<br />LEVEL TWO SLAB EXTENSION DETAIL S-4
<br />STAGE DETAIL S-4
<br />NOT TO SCALE
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<br />16" OC WTH DBL TOP AND SINGLE 2X4 PT
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<br />CUT OPENING IN WALL DETAIL FOR DOOR S-1
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<br />+L; HANSON *E.
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<br />WERE PR� `B�', E
<br />ARE IN CON3'f T
<br />FLORIDA BUIL
<br />FOR 139 MPH WI
<br />D SPECIFICATIONS
<br />DIRECT SUPERVISION
<br />"16, SECTION 1609 OF THE
<br />, EDITION AND ASCE 7-10
<br />CATEGORY II
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